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Home My WebLink About3551; POINSETTIA LANE OVERHEAD WIDENING; SUBMITTALS & SHOP DRAWINGS (2001-2002);SIMON uirNTr' T0K1TTE1D TXT(i Checked Date:7/7-,, -z- ,/0 2 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #27 Description: Concrete Mixes for Stamped Concrete and Expansion Dams Date: 7/22/02 Comments: 1. No exceptions taken No Exceptions Taken D Amend and Resubmit III Make Corrections Noted Lii Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 JUL 15 '02 91 FR IROG REIOHL 76 966 0900 TO 2147161 HERZOG CONTRACTING CORP. 155 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Data: July 15 2002 Project Name: Poinsettia Lane To: City of Carlsbad OveThead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92005 Oer: City of Carlsbad 1535 Faraday Ave Attrt; Mark Piotniklew$cz Carlsbad, CA 92008 Construction Manager ---.- ------- Submittal No MY This is an Original This is a Revision of Submittal YM Submittal No.: Subject of Submittal: Concrete Mix Designs Specification Section(s): 303-5 Plan Sheet Numbers(s): N.A. - - Contractor's Certification: Check and complete either (A) or () below: We have reviewed In detail and certify that the material, equipment or construction " ' procedure(s) contained in this submittal meet all the reauirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the materiel, equipment or construction procedure(s) contained In this submittal meet all the requirements specified in or shown on the Contract Document, Construction Specifications and Construction Plans f.ççino deviations: Fabric does not meet specification section 304-5.1 but does meet section 304-3.2. actor' uthonze1 $ nature: omasl.Ueutler. Project Manager JUL 15 '02 09:10 FR HERZCIG RESIONML 760 966 090C TU 214'th et'Pt ze , i —'nr I'm CONCR E TE *OECORAAMASONRY Jul 12, 2002 1Erzog Contracting Corp. 1833 Oceanside Blvd. P.O. Box 2510 Oceanside, CA 92051 Attn: Thomas Beuller Re: Poinsettia Lane Overhead Widening Please find attached the concrete mix design and integral ccor for the above referenced project. Superior Concrete Mix Design 826P — 3250 psi. Davis- Sunset Rose # 160 Please Cali if you have any questions. Sincerely. Prestige Concrete Lit Aguil.j Project Coordinator 13507 Millrl A00 £ Povy. CA 96 *-5.61 L058) 679-)772 A Fax (58) 679949 £ '739334 fl7.Pb,.AflA .fl.b ..I• ,b....................i,,,, - iLL IF, 02 e9:11 FR HERZOG REGIONAL ?60 966 090 TO 214716e 666L98SB ZO .t Sort by: SUPERIOR AFAIDY MIX L,P. 7e07409S7; 0120/02 4:5OPM;14j207;Pa 2/4 - .... pijx XO : 826P i: I SUPSV lot Ra6Y Mix.- 15" W. MLLøn Rd Eacotdido1 C* O29 '(60)74$-0556 . CONCRETE 'MIX DESIGN •. I 3250 . . 0• 05/20/02 CONTRC1OR PRESTIGE CONCRETE : PAO.IECT P0!N€T1IA LANE OEhEAO :XONI4G SOURCE OF COPETE SUPERIOR READY lxx CONCRETE, ::L .P.- CONSTRUCTION .7PE VARIOIJS - PLACEMENT 3 PUMP / TRUCK PLACE WEIGHTS PER CJBIC YARD 0ATUR*T0 S(AFACE-ORY) YIELD,,CU FT ASTM-CIS40 TYPE n,vCEMENT,I 0 479 244. ASThC61$ CLASS 'F,F:LYAsH, LB . 0.66 ASTM-C33 WASHED co; SND(SUPEcIoR)4 LB 1489 9.07 A8Th-C33 *57 ROCK ( SUPEIOR) LB --1134:. :; 8; 1.6 - ASTPI-C33 se ROCK (sERxo)., LB 273 1.67 WATER, Lø (GALu$) (: 35) 473 TOTAL MIR * 1.0 -0-27 TOTAL V.00 MASTER BUILbERS POZZ 322N., OZ-4J5 ,16..92 WATER/CEMENT RAT30,- LBSL 0.;62 SLUMP, IN . - .. .- .• :- 4.00 -: CONCRETE UNIT WEIGHT. PCP! - UPtP Rt*bv MI* C0NCRET., .P, JUL 15 1e2 911 FR HERZOU REGIONAL 76o 966 e9OO TO 214'7t 00'668698S8 To:vl t in: Sent t'yuPERIOR RACY MIX 1-P. Th07409557; 05/20/02 450P g207;Psge 3/4 MIX *326P .:.MIX ANALYSIS MIX V0UJM', Co FT 27.00 cosss (0 , (4 I)) 553 IIoRKAILXTY lAO3UST PERCENT MOT*R SLO TOTAL FINENESS MODULUS . 5.00. ' fl 40 ------..•--..---.-----'..*---.--.--- --------- LI I t I I S .. . • : K 35 I ................ tO 4 I ................ C. S L 30 ;--------- 1•-" I . •,.;z::ie:s; 'V. I • • • •, l .• 4 * -!:TOTAL MIX - 1 0 REGATES 9 . I 9 •0 O I I • r 20 -------•--- 80 60 40 .20 . 0 :c0A e5S MATERIALS CHARACTERISTICS STomE S 2. S. DENSTY SP 6 2.62 . .;. 2.63 % PASSING 3/8.. SIEVE 24.0 '95.0 1.00.0 t PASSING I 6 SIEVE . - . 1.0 63'Ø FINENESS MODULUS • 71.3 5.04 H 2.93 PEVCEPrT OF A46REGATE 4312 8.0 . 40.0 $D4ERL AD$IXTUE DENSITY. SP l • 2 04 NO.-SEVERE EXPOSURE JUL 1 '2 es:12 FR HERZOQ REG1UNFL. 760 966 091 TO 2147160 5rt y;SUPERIOR REACY MIX L.P. T907409557; 0120/02 450PM;JtFj207;Pa9 4/4 MIX 0326P H. rLL. GRADATION ANALYSIS SIgVE 5T0& I STONE 2 SAND PASTE TOT 'AOGO °fl .-.-.- -------------- 1-1/2 oo :100.Ô 1 98.0 •0 994 99.1 3/4 • 62.0 : 995 . 63.6 1/2 34.0 1000 3/8 24.0 95.0,. 100.0 76.7 4 1.0 20.0 98.0 645 49.2 ,8 -. 1.0 83.0 :. 1.5 63.0 S1'.2 '• 30.2: 30 - 39.0 43,'i 50 - : - '36 0 100 - 6.0 . 32.Q 2.9 200 - • •. 2.9 100.0 :31;0 1.4 $325 - 95.1 28.S Liquid . .. - . . .• - 61.7 .• - GRADATION ciai . V'O _44_ _ -- p I___•I __._P__,_C 4 4 I I I _I I I p. p I I I I 4 • ;I I I S p 4 S 4 4 '4 I :jI I o P 4 4 I I 4;- 4 p •' . •..S . S. • p SQ I I 4 4 j 5 . ..:( S . S E80 ---'-H---x-t -------- ------------.---4:----- R C 70 ----- 5 5 I $ P 4 I •ç p. 4 N 60 --------:-:---: ------M----- 4 5 4 I I • S I 5. 1' P 5 4 toH--:-:.------o-----------K----- p A 40 i----:.---:--- ----- S 30 ': t . I r • s .1:.: 5. , N20 ----- G 5 5 1 4 4 8 4 I I • I S I 10 $.___I_S____1 •9.,.i,..._.,._ I ,ö I .4. I 4 I I . I 5 4 4 I 0 . . • - ' I.___ 4 I 5 5 54 • i . p i. I 0 ;---:-.---:-:-------- ----- 113 13* * . *':'-1 2 3 L S1CV . / / / 4 9 1 .3 9 ....HO .0. 2 1 5 4 28 . O.00.. 0 .5 ' - ALL COMP084ENTS 0 - € €GTS •' -':60711 JUL 15 1 02 0912 FR HERZOG REGIONAL 760 966 09 TO 214?160 r. ICY ?t 1fl into structures that stand out or colon that add less than a dollar per pavement that blendf in. They' strong, square ft* and subtle shades for any thxbk and lass as long as the concrete. bi4eL 4 the kadi$WP1VáSCer of cth.vs frswJ1ailon ic deaner and easier than for concrete since 1952, we offir the toppings, stairs or coatings and requires widest sect?wn a&ullahle. The baniest less labor There are premium colors thing about coloed concrete may be '4'bich are bold and Intense, standard deciding what color you int MCCNA QUSM 100vim GAN DQ GUFV SUNIS" R3 A no IL44w 2U* UOUOA 5ANU YOflY mows lU_ SOUThN WJJSx SALMON MA WF I ã 141 a i _ it Um we OMAHA TAN vT Qi.D M$UITI VAUPI aA -' bAYOu COCoA ssas 1IM. JUL. 15 '2 09:13 FR HERZOG REGIONRL 02 TO 2147160 P.09 MIX -IN COLORS POR CONCRT dw sMciai ráu, tçi 4 br d Davisthm Won as &ed in otin.pbc, p ZM onact1 w; "'*14 W'P 4?Oci Pl0 m GOW in thct$, l0x1 cncrew nicionq uot p retin1ng walL ur WA eouk fiwy t k tMd ee5e cilot CQt i ..utoT 19^px, stcvo _ cn1rbse4 Dned fur k sp1w r U.5 no) ci4 ccntu *d NOWCUAW o CMDUVW 10 *Pffit only thqy shot1d not be p1nlde4 or o, Ue coet* -- u djAP Is rhed W. - P comved p*ts madi. o( h.quljty rca1 od *) &OU? i= 'X addM jot Zell n the ftt aAd ipecly twoced for atiWq jole eo, Drb Colon co1v wldt AST?4 Cit (rè aar cLum braormtrx', C97$ PW4nU for AMFWy Gaio,d Corawe They ze t er.re1 uatuw60010q. durible wid long.lvisdaj like cooaete, D*4a Colon at avaae ig 2 vW VeCM Of sw&d cOjom wd wv Wr cmtest 015% to 7% bt rçrcicd woriubgRY cm boatmm bmud c math &AV xeçilren.tttt *tJj Datj CuLci, in btadc Ud 1Cr ., dur to 6*n&w C. e€4 Is it speclLy teaied trbon back. Corbou btaok Is the bhIeI In tint smo tnd the i c3nomicJ, but ci We if cwete is not senled ipost ww peneIon. Sealing wd padc 6600 1b 101 60 1-14 hws% fkm 60" dwv4* -- Curaw cotor matter ad so& Li Mb AWb fur PC4(j (oicrgte sivum use our Mx-dy* &*uVwjq bass or seLeo&v bulk baaiibn cimiNnUen Cl WO) net vejáed by dim dUAFL 9ptem. Wx-ltesdyO bzs are W6in4 Ino the mix vAthout opegor pout4. They diiâatii* tutdtt a" ftm %to 14 W 24 WA t*d wer. Tau t atixing acon, rdfawag p4tt1 to disperac usdkimty ig"I no bap to throw. any 1A the wRoo, bags ad IJ *ZtE Md let U lax ewortrnen:, Thc ant1eon ts a mputconoled aumJc bqjjk cotot dosIng uystetu. '•._ '• Am aumm, 4WVW ad rumwn kWh ci 0"60 s cb treed o d nwg t iowalle4 ihg )ll 4a%Cl*y W'.!Oa COnCTIC. $ M&AM P "6"W for 5$S!eI USb), Choose a color no th inAdvQ1thiSC510, cad Voon by aw, cotor ntn*et addoee r. ova a Nudor In ftma. .$th ie4 4&mpw or Man 'Wth Own Qtom ceIr by veing Ott aouoi Of noisr added to he g. (no1m dWOW cokr with a WMINI I mztg Aindoc 11944W hei my ,wt coeiy jote test paocL 1L dose rM rmp hat V2 io 5 Is. per 941be. o4ctin wAtmtwd should ne'er dibiste. to uW-bWW or tMedW% of cOotI dcam tmc )be and Other use wall big tes (IS ft osut) ci *W boo ri cemeniidoua m1en01 but dOM oct Include qe$ai. or sent Davis ç.obrs ba'e been uacd U! Color MiIjt siscceniL1y In o Witif wtety of tx ddp aM 2re eoabIe aith oommwVaI}s r", IV 34"x4m, TW ml aut4em, It a uO Ii 09V ;MW only kown nbWiyIs ith CWUM dLcrlde WE icnekramr iei MW blotkig aM debca, lW br *cady tja opas cTduaI'y Oovii It lotproohe zovearytod Nvül*1a efroe' * Supi.1n' bin* *80 4 reduces or aqatee the 0CI 01 flttalld@$ $X. daft iir ths PWN and 10011 CIA be led edt pgam.t broonted, VOWJC4 ctd ° salt.&thha& send.bee, or nutoy otha 0 svng "am C-Li.poe Prot= and Aup 1_I MWIM t he beare4'iith sad-Muft sad—M btAbwater tdetg, poWb& WeW ktnns u form The OnIhNna6cm and poela at a41as. Meat at 1ta * 2 to j inch 1% to 75 ) Uy& 01 mad, çaiisI or miiljd sane. Unlfoimly Caw to thWde and mcIsi eatLy ICTMI no 1a. azasdlng tcito; ice, bun. or muy izt If mot buer is wd, Ovciiap *bwu and ape over Is bIJHCV I4ac a r (75ana) layer of grtauLsr ICU.411r;nu compWot 1L •oer 41V boIo to mMsklae 46in ciackasi. Podicos ?omte for aaAfooa stab timbtu. rouc. (MWI PlrMI (Inor Masarsn Conureat Isedte aw'dards for rbteaeiu ad WA pheeneat to senct yactjjs. CWhB & $Sdkç V?.1000 c2ew" Is a non.ciuudIng, spray-on cure ad seslat ft moo or W(C4t45 Alow aJnpt Cote &114 r.'u'p.r for pIOmont Md *5Th (09 stj4zj itsdfsepectaily fomWwad for colored concicic aM eosedeW,gve &nshee AnN woALFIuM reaLv anditth osre Othr cuing metods, such AS Water cutlog cc plastc Aftts (use discoJorourt, Coto $e* an so. eown itt hWW waja' e,sorea. tote o ard cpçn, 04W dv4$ tued to n1*Ile the ftdes on thIs Color $&ot Uo eppbed wet colored tOWN, ad edging osaoes 'buntr or danli sp' concrete or the W.IuUc Clawft, it proitdes a sort wiAforan appesnoec. w addnd ai Icb.te to aur orpwee wilt us color ty rm For be rui; tv'a the O P01t. l(ap d4aaci to a mlnimutn and uniform throwt * prOcL1. QualIty V=& the concrea mix; tlSO $ low w.coa *norg • rWW of ,sjsJd w . Doo on Olt sor. ensleia0 cb or sa u.pirbnc, cite dreW. 'aa palnIlg a PVT;budget be rnao. - ft Saba. Costrectota lodeperidandy owned and QpUUM v4Uaoui eca to Qes Ra dry.btcen. Mm aaicr,uu hsfea aClf tolors. Qoosc * licausiad and qua11ed corr IM pV4dW noen intnazo0 and GWVlt pmleM we an ereIsred Utt *ucith.een&d butftta. YOU cn nee before You buy. CIeck die yellow pogss, eMs youz CocsI ready mix or hgldwg mgcijj.I dealer t wtoewuan dr0alreoonen cotuc Cure COOnd isLt pneImedaAS= to find eooCwers WM ecaa1iae in colored cunetese. CD5CetL t$t Devi W1000 0W and sad. (tnlc Py Dzi Cbxse a color from tIe color sdeor and Do not . *W *w, 'eta, caing or citrinipruducu rue. ,44 color J.ut to plan docuineess or ecflons. or coteplea addicceral sad C4&spec acoter •bwn t onIntnraaoii, tsit our web 1c, rear woos etcblterew a4er LL, tee r wan. Oar gwda ed&aooas counen CAM discaletwo". an be toun4 ut £eettcxcu•. Spec.Dera°, Al puc.DI.sk' or at I ocescic, ins ois pwWM aeoocu* rot fr onlq w +s_q.T no CWCFft urct. A TIM& Of wear otian% It is mute ncdcoiole on color *si4aoa tuolt,g tern tuck Icd.d or JIit,r in c&or nut C4rAAV4 it I Prupor czeng and praaon agsinot Voter educs 4mey for otacsauc to occur Inoos with DAVIS ur dietnoiw rrnuIoscd ti ternOst edto- I rece Poe i2cr uons sad t1 In r1odCOLORS .__-_--___..--.-.Uft 'a Mast WW ri*er gimea a'd.e p.etsn. W0 Qs35I4S48 Iass. 40"In go a Pubs am - ae Fax: 323--1 063 or 060WOOLM P0 IR fm AW WOK ajud — dlIdaP. 00 . .mI.._.. ••I _. .- —a.. - ..—a.—. I '0?n rtp,i/r61 l'H 19 7 rii 7 71 ,nriiuj. nI I iUi U'•j ci JU_ 12 '2 43 1011 JUL. 1 '2 0915 FR HERZOG RE61ONL ?S 966 TO 24'i6 uI4V4. 0. WWI pAL 0"TRANSIT MU !iertd*, CA92O.11?g Min C)Mrt 1O) 774d . (13w 737-2t tl*r,,Qg Con1ncion 7/12/02 P.QBox 2510 I Oceansde, Ca. 205! -25 tO Project: Porn ua Lane overhead widezig Dear Sir: As er your reqet we are submittir the athed corcretc data sheet(s) conair.mg Palomar TrunsitjMi tandagd mix desig) for your approval for the abe nttd project. The cement w1l t'e in accordancc. with ASTM C-50, Type ll/V, low alkali, The aggregates and rdy inixed concrete will be from sources as inJicated on the data sheet(s). Lch mix Can bcjexpectL to produce concrete meeting the acceptance criteria of AC! 318-97, paragra 5.3, for the respective compressive strength as indicated pro'vidod the design slwnp an/or wat&cemens ratio is not exceeded. 6.929 9613 PGE,S2 r'. 1 - JUL 15 102 09:15 FR F-ERZOc REc.jIONL 760 366 0900 TO 2147160 t P, *4111 Cw'44Q CA 4o$' *win O (7CC) 3?.3i5 Fi.o I (780) 7374312 OIi P I (?CO aaO$488 [)t..; 12-31-*2 V11can Notl's Vt*vn Div - SD Rdy Nix'I 8I4 $iz 1i4gn weights and ViQk C.D132 ISIX mus"r.r 4 Sda p1nt fltri bI V/(C.F) RtLa Pdct UO, Th I,.t9I Olumpt 4.8* 6* P'5 * 28 L'ty Speci*c Absolutw oS Argta Grovty Value& 335 4.19 41,79 23 6.85 £4.89 2.62 2.44 178.8* 43.32 2.64 7.18 9.8* 0.90 2.8* 0.54 Uwas u menz 4.43 27.80 Aggregate Gradings Percent P8eLIq I 1 Slays SIZE 1/2 1 3/I 112 3/8 4 8 lb 38 so A 200 1' CC i3 10* 17 1.5 25 12 5 1 0 8 8 0 0 i $0 o a o vcs 1$ 20* lea 10* 99 ee 70 52 27 8 2 I $ 83 as 7* 54 62. 4? 39 3* 23 12 3 £091.90t4W Stvrø,; is CS 3/8'GG C9 I low Lm. tvI' L.t. I I no Lake, 6o 0 PS ,tt Pump 4' Line PipMch Q*UI t?8, IC*41 JUL 1 . 519290 6613 JUL. 15 9:16 FR HERZOG REGIONAL ?60 966 0900 TO 14?tb (. PA mix LW"R Lk\U a4 '0 RON4119 ____ S Ccna. CAI$4C.117$ 73741i2 eern Offic. a711S)4l44I7 QE$$!V5 T2ST WORT Dow Project T Vok-an TAO Bstcr Project L*utiot Cap. I Cajon Pe,ci & Sons conclarap 62 2 Tiff*; Ticket 1264402 2 = 04/17 04111 06116 6 6 6 27.21 2827 26.27 1TOD 66701 66% 12201 20j 281 6 Lwry Cson Lab M&M9f r7I $o.ree. Vulcan Uatariab Co. Vulcan Malfirlals Co. Is Lob Q3'2 25.2 S4 brc441 by; $3mpI Ts;i4 y: O *4Vd veto Tested Warmer. Inchea 7xImum Iod, 1h O.3pJ. OfhJ.4 S. Kiuev, Quality Cos4rcl Superasuesdet JLL 1 '02 0949 619298 63 PAUE e4 3W 15 02 09:16 FR HERZOG REL30NL 760 966 090 TO 2147160 P12 Poou 1 IN MATO Water-Redudng Mrntxruc ASTLM C 494, Type A and Type 0 Description I W"AO 64 is a po1yrrr based aquecis solution of cu4iplex oxpck tompgands. TV MA 64 i a ready-zo-use low vis,.ksky IiquJ wftichisfacwq prr.tri4e4 :n propoioun , :,T tfnuiuze handling, ctimiiiar.e i%L, akei a.d ties;work. WRDA 64 Contains no calcium chonde and weighs ap oxunate- iy IZI Ic./L (10i b/ I). Wes WRDA 64 produces ;A with 1uwt,.r watfs ce;typical- ly 8 to IO', red& ti,fl 3er pEsticity a nd higher st j enh. It is used in ready -nix pn s, blo;k and concrete product Man n lightweight and prcscr d work wlievcvtr Concrctc is podi.ced. Adortages WRDA 64 offers sii( cant dvanrtgcs over singie amponent wter redjccrs. Water edutioo and seui.ig times ste mre conss tIn( due to the pOyTn conipo- nens. WRDA 64 ako joerforms pca!y well in cnncr re con* tainiqe, fly zh and oth r po2ztIr. I )L 12 '02 0S4 The i. of WRDA 64 produces a pIusui oncrctc thit is More workbk, easier to place and more finishabit than pbik or oihci aUnMureJ CuflCCt. In thc hardened state. WKDA 64 con- ciets has higher compressive and Aoxural sTrvngthsat all ;igcs than urstreateci or conventional admix rured c)ncrete. The gremvir degree of plasticity achied, cornptcii with cotwen. rsora wacer.rdjeur admitires, allows improved fiivs1ibhty. FinitiabiIty Jnjhecs have stated that the tcnlrnt paste, or mortar, in \cRDA 64 admtxrurcd ..uncret has mp:oved trowelabi4ty. 1 he influence of WRDA 64 on the fin- ihabiPity of en mixes has beer parieuJarly cioticeable. Floating art4trcwcbr.g, by machrtc or han4. impat a smooth, close rl erarce surfa.e. GRfrCE Coestn.tion Prodovls 61928 613 PPrzE. 03 JUL is '02 09:1? FR EROQ REIOL 760 966 09 TO 214?b ju . MII) VVAJ uIO Q, Adiilcfl 1ioI The addition tote range of W.DA 64 is 195t90mU100ltg 13 to 6 fi 021100 Ab) of cement Pretesting is rvquiteJ to detcrrirsc the appropriate addition ratefpr Type A and Type D perfortare. Optimum dtion depinds orj The other concrete mixture co penents, ot onthviors, and desired performance characteristics. rtsprssing quicrnei'st / complete 10w of a'curec, a marie d1spensin equipment is available, WP)A 64 truly he inrcoducrd Co the mix on the Or in the wa'e:. Comptibits1y witn Other Adr't:ixtures 'DA 64 is compatible in cort crete with all airentraAnmg 4dm1*Cuc85 such as Pàrex' LI A A and Daravair, Due to the silg1 air-entrainingproperties of X'RflA 64 itself, the additsi,n rate of air-e@training admixture may be reduced by about 25%. Dycombining the separate effects of air-enrrining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDA 64 conss no Calcium chloride, it is cempnb1e with cal- 64111 chloride itt eonrete nuxes. Again, each shi'ld he added sep- arately, Packaging WRDA 64 is avtUaPle it bulk, delivered by metertid tank trucks, and in 210 L (55 gal) drums. WRJ)A 64 volirains no flammable gzedlcnrs. It will freeze at aboat -2C (287) but will return to full trench after thawing and thor- ough agitation. Arhit,øt Specificaflon for Concrete Water-educing Admixture Concrete shall he designed in zcconiajtce with ACI Standard Recommended PrActice for Selecting Proportions for Concrete, ACI 211. The wat:rredursg (r writer- reducing üd rordin) admix- tiuc shall $iie WKDA 64, as manutactued by Grace Constructsrt Products. or equal. The admixture shall not contain calcium chLoride. It shall be used in strict acqordanc -with the mtn- ufacturer's ,ecotnrtwndactons. Th admixture lI comply with ASTM Dcsgnatwn C 494, Type A water- reducing (r Type B W3CCrdUW" AAd retarding) admixurcs Ce:riIiation of cern- pianct shall be made available ct request. The iuiinixtiire shall be cortstdered pact of the tpct water, The admixture shall be delivered as a ready-co.ustt liquid product and shall requirono mixing at the hatching plapr or job site. Wit, c!ksconu. A2 Whm,x Aetu n664. CLso I,.. % I Ml "Al, rn VA. Wi 0A,CI.D1 JUL 12 2 :46 C7RACE non livb~ JUL 5 V. 18 FR HERZUG RG1DH1L 7 bb ( EN G I N\€ Iny PtoJect Applications aM knef ItsIngtol '. V Permits Ion; hauls, to renissa sic. b Allows foe e*iánded tccc¼ thw)t,re times. a' wide Reduces need for potable bah p1anc ce on-site cement addition. V Controls temperature increase. red V Provides Predictable extended ac (Cr continuous placement on am mass onvrstq and trevAt pro ects. How DO* Recover Woit? prcs$ cement surface ccivity. stabl• Orisnic chelating ae.*tts with With' the hydration reaction itcity in the formulation sees and suapdd, set is poxtporcci coat the kydrathsgcrmcnc and éhc mccc recakasslump, new grains. Water and cons needed pIasictt, air eoozecsx, and ua• ty to for farther h dradeec are bit ttenperuwe Ice the duca blocked to completely sup non àí the sit G RA 61$29$ 613 PRGEM? Sm Hydrati'n Stabilizer Applications and Performance R e v i e w This bulletin dscuu the per• formance of 1ecovcr1 hydra- don stsbiliur for set and tipee;vuze cortrcst pp1ica cions in concrete or norcar mires. Project examples are also provided. Recov4r com- plies with ASIM C 44 as a Type D ccc.rder, and pas been favorably evaluated b' IC*O (international Confecnc* of Building Offlc Is, Report 0 488) as a hydration $biirer. What Is a Ilydrati Stabilizer? Hydration stabllizcs advanced sac conventional set retar eroy widespread use concrete set times, on projects additional sec is needed. Hydration i era are fccmi4aca4 to this extended control, from a few hours of d set fec ton; haul or di pLsvernenr t1uttacfls, 30 how's for loie C91 pour projects. With Recover Kydcaci have, the window of can be extended ins diccabie macmar to bg flexibiflcy and oppoo avarktyafprt4.ct. JU.. 12 12 e6:46 cc White slow :j.9 ER HERZCG REGIONL 1Ibb Ri L' a - 013 ----- - - - AMU TSs$e 325 ML1140 k§ 110000t AdldlftftA COitvs 4; Ct ----------• -. +_ *4 - - III1 5*00 17 ------ _________ 10 3WO I Mo lYcur A.. - - - •r_— .S...--------------- £v.naLty the sbiipet is chemically couumed, (the total set delay ii; fan of the dos;p c:e), nonsat hydration ateivsy eeesnse's and the sets wuh upedor ultimate scth pctIrmarce. The primary di11erenc4 b.taisui hydration stsbitaen td von ernion*t (Cc a= is he rattp of corttol over the vatkry hydti*0 reactionsg,t the eur face of the cement ars n. Conventionst Iota Is Conventional cetarde4 Oct on some of e hydoneeac- cons to provide mode4ate slump rewtciori and 's delay. When used at high do4ge sates, set extension eatj b. wipsedctabtt. O'csi'tarda• cion may Hydration $t*b(tze Hyd cation scabliacrs sppcee all of the major hydcaton events to pcovide eomp(tc pre-thtabte control ovee sh seeing process. Once a doatate s determined for a m.*t4c. and Particular act of maseci4ls, set times show btrk deviation. increased Strength Quality a Hydration staitizts at' lar to convcrni*n*% ret4 with respect to the inct strcnth and qiaty th4 teauks from their use. Penton and set delay pe by the uabthaer ptodvv auperoe UCtQItfuCtUf the conctre mush. Co made with Recover e*hi Z8day compressive stre char exceed similar 00%. Recover mixes by 2 to I (*00 to 1,500 PM). AS1 test c.sts are provdd (Graph 2). A field example of tits strength increase Is Pro- vided in pceob test cs.tki, (Graph 41 ft.om a Florida Power mass tieme project detailed in (his bulletin. Air IntrUlnMOV4 and nbllIPy Hydration stabilitadon enhances the efficiency of air enteainers by 10% to 20%. Air antrainu dosage races may vced to be scaled back proper. tiostately. Uperience shows that ast sts Witty is greatly enhanced in concrete Contain- log Recover hydration sysbtiz• er In most extended haui sictiations excessive sir loss Witt twa occur, ProjoI Examples Ezatiopte 1: 7,600 & (10,0UOyd) Exte*ded Set Maø treuue Cenrete Placement ior4e Power needed to pout a 700 i& (*0,000 yd) cnctetc M (20 Id beneath the, ssrfe of a 31C (90F) body of wafer to sere as the base bc a nevt roob rig eowec This maor man oncrete uoutie place-ri'ienc etsire4 a concetc rtiix meeting the following ctiretri I M:imtaifk pIasch&' and set for 24 to 30 4n455 itt a 32'C (O'F) cnironment. 2. Obsin plsy*heal peopcnies - purçspab*it k, and or betcee dssn noting settift coseee of the isme rename fsecoc lees sed e dii- v4ed a Within rece "U Igclss "S G9290 6613 JUL i '2 e4? jljt. 15 '2 92 FR HERZOG REGOL ?60 966 900 TO 24"160 P.1 ALII W'&&• UI) • Example 2; Exretded Sot 34dia The Army Cot" of Fv RCC (Roller Conipaci Crete) Dam projscc iii WsslufIpN Star Nev cerv*ded we pedormi up to hours In the 12400 yd3J of beddin applied bcewce,s Lifts concrete, After pretesting. a Re dosage of 980 mi/tO 05 ocWt> was sclsc' use tn the bedding mi (300 kg/rn1 ($00 d) 60 kg/m) (100 yd3) El . water) to peoi 10110bv4n3 hydration bencfl;s: Stumps mauttamed jt ZOO Mm (r) over 7 8 hour hold per* Stable mortar rsmpe despite high ambiert cempeiacures. Sec cCflston aflowe flexibility to use par ttuckto&d whell flel and saveremairtder We later n the day with seilicing quality. E*ampk 3: Long Haul Project In Acigona, 12,000 m u6,000 y431 oEnc be supplied for the cots cion of the Mead•Phocv X transmission Lifle of t)w boulder Dam Sale Rive Proect from a location excess of 160 kin (tOO from the placeitteN Oki Pm job tests show that a It dosage of 520 rnU100 (8 ocicwt) provides the addi- tional 4 )sours of set eaianzoa required for the project. Ptoject engineers and place. mertr crews etc pleased with the Recove6i ability to deliver Concrete with workable stumps, stable air and con- trotted temperature to the female site after a haul time ift excess of 3 buirs Recover Dosage Selection Most cernsnat4oue mixtures can be stabilized with Recover to achkwe the desired we extension. The dosage foe a particular caiceta mix will depend on the chemical admixtures, couaiss materials and mix designs uscd the con- crete ecmpetituee. die quantity of coicrete being created, and the stabilization timis required. Preteting of mixes with Rccowu is required to estab- 11th pruper dosage rates. Grace sales tend teehsiieat representa- tives are available to assist withP.ecovez dosage selectiotu to mccc the hydnstiun arabi- liratiori needs of chic project. Grzpi $ Provides Lrformztlon to mike iriitlat dosage aelec- iionsiov pu-Job testing. Lines A & A represents typical dosa$a range for concrete mix lureslia moderate temperature condItions. Line C provides e general dtssae guide fox monar mix- cicss iand concrete used in hoe weat6c satuaáoefl. can- 00 ,01 00 M) mortar RCC kg dfoc tar mix I. the ( i. . — to JUL 12 IM Z9147 _ M C. 2.0.046 SM 5W I5e,&4 t*on onamot 1298 61'3 PAGE, 09 )i TOTAL PGE. 16 JUL 17 2 1637 FR HEROG REGIONAL 'r'b -Sbb IL IuLQJ HERZOG CONTRACTING CORP. 1333 OCEANSIDE BLVD. P0 BOX 2510 OCEANSIDE, CA 92054 OCEANSiDE, CA 92051 (760) 966-0600 • FAX 760) 966-0900 FAX COVER SHEET TO (COMPANY): 2 FAX NUMBER: 7(c) z1L—fl(c) -- - ATTENTION: flY*._?txrJ gwr - FROM: 1-. TIME SENT: DATE SENT: 2-12—b NUMBER OF PAGES INCLUDING COVER: J—__ MESSAGE ;4'M'c rA!A411k IF YOU HAVE NOT RECEIVED ALL THE PAGES LISTED OR HAVE ANY OTHER PROBLEMS, PLEASE CONTACT THE OPERATOR AT (760) 966-0600. JUL 17 '2 1:39 FR HERZDLi RECLUNHL t3Cld GG9G98S9 (bo Zlbb 'JJ tLJ SU9t za, 41 -mr La CD NC DgCDRAA MA 50N Facsimile Cover Sheet Tel: (58) 679-2772 Pa (US) 6794499 DATE: 7(17 fQ TOTAL NO. OF PAGES _____ COMPANY: FAX NO: (7 ) WI_L1O -- FROM: UTO AC./ILAk - ESTIMAflNC DEPT. SUEcT: OJcb :URNT OULEVIEW 0 PL1M REPLYVIAPHON OPr.EASE COMMEW ES9GE: U V'fl7 iri,b4 t • .,. ,nen ,....., 'msgzg ONj3:t j/5O:çj7,OOZ 'I 11r(03M) JUL 17 e2 6:41 FR HERZOG REGIONAL ?EZ 96b OtAdW tU 6G9$S8 LT nr kTi CDNCqETEL OECRA A MAC NV July 17, 2002 Herzog Contracting Corp. 1833 Oceanside Blvd P.O.Box 2510 Oceanside, CA 92051 Attn: Thomas Beutler Re: Poinsettia Lane Overhead Widening Please find attached the concrete mix design for the above referenced project Vulcan Concrete Mix Design 203203CD . 320 pal. Please call if you have any questions. Sincerely, Prestige Concrete a (O;A Lito Aguüa Project Coordinator 1307 Midland Road a Poway, CA M64 A Tel: (856) 8197772 £ Fax 858) 679-49 £ tLnSE *739634 d a8699z9 O/6G':9I 91 zoo,,,J Inc (0314" NO ? 1?d t44 JUL. 17 1 2 1642 FR HERZOrj R6O1cL 760 966 M-SOO TO 214' i9; l3i ,t -trw £0' G6698SB sent By; CALMAT DIVISION; 1929 13; jul.t7O2 1311, Page 213 il• r '.j. .i..,. 1t 7-3i1- V91 I!U °i VoM.* Dv - 5b Woody Page I Ylowa A2eW It* ssiv' wolobts .d Io1* Nix Uvabars 233 Pr4t UI Yb Scwth4, plawts 33 De'*ga SINMPL 4.10 3251 PSI t. 21 Deye Ntez-i1 £*fi 35 217 Atewes Act* 2." 310 ecs ISM. 66 4W21 2.9.7 9e01 (e3. ltm.) 40-00 303.26 5.34 %Ir 6.90 1/(C oro RILø 0.59 2..o* Awgr"ate OredLeae P,iit Ps&q 1 4XVIK SIZE P 3 1/2 1 3/1 112 214 4 0 36 3 ------------- I WI. ----------------. -------------------- : --------- e aaaaaaaaaaa II1010e 91 75 43 17 2 3 • I'sasce 10140 is* 310*10 29 20 3 0 0 0 04 C5 I 100 140 *00 1*4 100 4S 90 64 44 20 6 3 I Joe 140 9 91 79 4.9 5* 42 21 is 3 1 g0re4aL. I fa CC I1I V*LLSY 2iacC WISSIM VALLEY CS )W.V2VC Notes: 5650250p City 3" Line f;l d 9Z9 ON/809t 'IS/Ot:gt ?OO Lt 1flMQM) ItN) )I L4 JUL. 17 2 1:45 FR HEPZO REIOL 762 96 093 TO 2147160 P.05 - 6n9zo,LI mr 3en't by; OALAAAT DIVISION; 81920 seia; Ju1.17-02 1312; Page 3/3 CALIFORNIA PORTLAND CEMENT COMPANY oio OAK CREEK eo*g. OJAf. CA 03501 1 Tr6L. 4*0 CLis.OI P* (O dO Marnfacttirtr's Ctrtfflcton We Iieeb c*it that Mojitwo T)t IItV Lou' Afkaft C%ilbCflc suppti.d to yaks bu &tu(iut'i m accor4tancc with and awe de smv&gd rcmons of thc curmu ASIM C 150 s flemnoq for TYPE H &ad TYPE V ctolcil(. Additionally. P4oja. Tip WV one#t mau the rqüierneits of Cgltrans Powmiad SpecOkwia= Sec. 90 pu'ontp 3.01. Vc4towq M the mvtnp chsouC%1 Ed psysI daz* fotthe rwo of May. 2002: Chemical TYPE U TYPE V MOJAVE TYPt iI V Silioon dioidde SIO0). 200 Aluminum wdds (Ai3), max%M 8.0 8.0 Ferr4c ode (e203 oax,%so 3.55 5utr moxd. (SOs); max% 3.0 as :L7 "°' ..%. 310 3.0 1.1 Loss on nfln, mo,% 0.75 0.7 3 Slit (2 Aka(Ns2O.0.85O), max,% 0.50 080 ON TdcaId,nt "me (C3$), Tdcaldum aIumkM.:(C3A), rna*,% a "I' 3 £0 Tete&dum M(tqve (04AF).S C4Ac.2(C3A).msl,% J :: 11 2 17 Physical Date y Air s(% 12 12 P$&S0g 4um (no. 525) sieve S Nofmat oOn*cio,% : p :: fTuenoss, sdSo uf$ce mArt.rn?dk0 $1. At*odave i1wimax,S , 010 000 4.03 V IF1 Ccm _ 10.0 pte3ss (1450) (1180) (3 28.7 87?) 3 7 days 17.0 15.0 34.1 (2470) (2180) (fiSi) 28 days (from prvu . VIGat. nItIaJ . $LMb%$S 48-371 45-375 110 (*080) (2050) (I32) C 1035,14 day max, S it 0.020 0.020 LDO* C482.14 day max, axion u.o*o FeIS$ Set, (na pon.trà14n. nfm,% 50 50 Aa stid rsm asdbi Iatoiy haws enscty t. Cmregt Coa um orets t 0i td , 0.iUth we owyndb, X40 p1mmoseme $. Appicabe ASTM C 150 t4o1os TI Nets 0 Theoe st*sosss 503 wp T6040odm Iwo e sof M otws of iti mt tiss ti Pudt sø s*pecçsW, o! a cal.ls,dW sees W Stsi4 Si fPts It. tt to .so*sd the wsIs o ''. øii it t* kwi dsms,isesb Test IIdC ftp, 4i S wJ iI ssaa iii etsc Ø00% ii It s ".a'e' tst.o aei ijia M !S1Ø, 14 g ths C Ds uL sJ? Ij1stia 6q, in T4 0 WINAft at0is hSI4I.! C3A, C4AF-2c3 .iste si , I. .-...L........ -. "V d 9S9 ON/50 IS/U 9. IO LI ')WO ))j.3 )P!C "0T11L PGE.05 ** SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form [Project 4/Name: 3551 Poinsettia Lane Widenin SWE Project # 600-406 { Submittal #26 Description: Traffic Control for AC Paving and Date: 7/22/02 L_ Cold Milling -- Comments: 1. No exceptions taken No Exceptions Taken. Amend and Resubmit Make Corrections Noted E] Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: od~ z Date: 9968 1-libert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 153 Shop Drawing Transmittal Form Date: June 27, 2002 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewicz Construction Manager Submittal No 026 This is an Original This is a Revision of Submittal yes Submittal No.: -- Subject of Submittal: Traffic Control Specification SectIon(s): 7-10.3.6 Plan Sheet Numbers(s): N.A. - - --- r IESSDATE NO. DESRIPTION _____ - 3 6272 Traffic control for AC Pavtng and Mttflng ________ ----------- .-.--- ----- ----------- -- Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained In this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Fabric does not meet specification section 304-5.1 but does meet section 304-5.2. Thomas T.Beutler, Project Manager Memo To: City of Carlsbad - Mark Plotnikiewicz From: Thomas Beutler Subject: Poinsettia Lane Overhead - AC Milling and Paving Date: June 27, 2002 The following is our phasing plan for the AC Paving and Milling operations: 7/10/02, 7:00 AM - With traffic in its current Stage 2B location, pave the areas along the median curb both west bound and eastbound Poinsettia Lane. 7/10/02, 3:00 PM - With traffic shifted towards the median per Stage 3, mill along the existing curb and gutter and the right eastbound lane on the bridge. Shift traffic to outside lanes per Stage 2B and mill left eastbound lane on the bridge. 7/11/02, 7:00 AM - Shift traffic towards median per Stage 3, pave 2" overlay in right lanes westbound and eastbound. Shift traffic to outside lanes per Stage 2B and pave 2" overlay in left lanes westbound and eastbound. C23 /1 / REtJ/E EXST 5TRIPMIO TAPER FULL L AA BIKE LANE -REMOVE TYPE VI APRONS / (CLOSED) I ) •f(_CaO 4:: -.-- - —A- ...--.-----.- . - •'N I -..__•_ . - - LEGEND WORK AREA ( DIRECTION OF TRAFFIC .L CONSTRUCTION AREA SIGN CIMEEM TEMPORARY CRASH CUSHION ARRAY TEMPORARY RAIL (TYPE K) t TYPE 1(10) r TYPE II APRON TYPE VI ARROW • PORTABLE DELINEATOR (LT) (LT) i 77r) ---------------- i_i ---------------------------- --------- - C,3O -' I Itt I QTZ .iI,M. INflM. REVISION DESCRIPTION I OIlER P9ROVM. or. PPOA. SlEET CITY OF CARLSBAD 114 T3 I 4 rkEr 50 PtA1I3 TOE POINSETTIA LANE OVERHEAD WIDENING STAGE CONSTRUCTION AND TRAFFIC HANDLING STAGE 2A APPROVED WLLJ.'A4 C. P..WAER T-T -p -L PC 28116 P.2-3I•O2 OEP1JTT CITY ENGPIEER DATE OWN 8l ._DG.AL By.XB OJEC1 NO. 3551 j1392 l NO. -t PROJECT C4c1NEER'JS_. OA1E 01/29/01 OET4.S 8V _0O/JJ SCALZ S SHOWN D@DOKKEN PROJECT MANW2ER.RIJ.. Joe 140. 1095 ENC1NEER OF WORK, D9 SftCA3 51-QT £,.4f DATE- 01/29/01 AK F. ORADBURY /7' ENVIRONMENTAL FENCING (51 FROM TOE OF SLOPE) PORTABLE CEUNEATORS a 25 SPACING -I-- - - - LLJ RIW ff --------.----.----------.- Cio ---------------- PLACE TRAFFIC SIGNAL ON PRETIMED OPERATION FOR THIS PHASE. \\\V PLW, POINSETTIA LANE SCALE, PtY STAGE 2.4 I , 1_ —..::::..-:::::=---- s... ------'--C/4 FL45HING APRON BOARD REMOVE EXST STRIPING LLI NOTE, PLACE TRAFFIC SIGNAL AT AVE//IDA ENC1/IAS IN PRETIMED OPERATION. i - 01020 40 80 iL'eTJ; 01/29/01 0 }(KE N N 0 IN N 3 I I OETMLS 0G/JJ PROJECT MIOERIL SCALE, AS SHOWN 8 60/ 1095 £}D1EER OF WORK: _ DATE: 01/29/01 N V LEGEND WORK AREA I DIRECTION OF TRAFFIC .L CONSTRUCTION AREA SIGN _ TEMPORARY CRASH CUSHION ARRAY TEMPORARY RAIL rrYPE K) f TYPE 1(10) LLI (+ TYPE //ARROW LQ LLJ Ln TYPE VIARRCW . PORTABLE DELINEATOR I .7 0 1020 40 80 CONSTRUCTION STAGE 2A I. FL/CE TEMPORARY SIGNING AND STRIPING AS SHCWN. GRIND EXISTING STRIPING THAT CONFLICTS WITH TRAFFIC CONFIGURATION SHOWN. CONSTRUCT MEDIAN. CONSTRUCT PORTION OF DOMESTIC WATER LINE FROM APPROXIMATELY IT4642O 'FL'. CONSTRUCTION STAGE _28 I. CONSTRUCT REMAINING PORTION OF DOMESTIC WATER LINE. MorE, PLACE TRAFFIC SIGNAL AT CARLSBAD BLVD IN PRETIMED OPERATION AND AOJUST WESTBOUND APPROACH TRAFFIC SIGNAL HEAD FOR wsla,urr C/4 END COAST PORTABLE DELINEATORS I o 25' SPACING L 13 CITY [ ENCD4EERD1GOEPART9LENT PLANS Pop; POINSETTIA LANE OVERHEAD WIDENING STAGE CONSTRUCTION AND TRAFFIC HANDLING STAGEBAAND2B FPPROVED E. PL A _ ALLIAMUMJER F', .,ZLaJ - - - - - -L FE28176EXP1J-31-02DEPUTYOTT ENONEEN DATE [6 8T_QLLL! 04110 BY, ..AB_. 60 I_ PROT1I0R 40 . 355 I 1392- _I DATE 1Ut. - REVISION OESCRTICN - - - \Iog11stI,Io95ruo4.On 11 1/29/2001 TIICITY OF CARLSBAD ENIGNEERING DEPART1JENT : — PL,M3 raw POINSETTIA LANE OVERHEAD WIDENING STRIPING AND SIGNAG - — — — — APPROVED _C.pt.o.SJER - - P€2876EXP.3-31-02DEPUTYT'Y EN4C.NEEP DATE 0WN 3T' _--ir_PROJECT RVROy._. __355I NO. _IORAWINC __392-I - XE OAT r REVISION DESCPTION pp h-' PROJECT DATE:0V29/O1 Kv E N OET4.S 8Y DG/JJ SCALE: AS SHOWN P@DOTIz%l NOtNE E RIMO PROJECT 4GER....2IL .CR NO.. __Q5 ENC1NEER OF WORK BR.O8URT /7 RCE C052099 __________________________________ LEGEND TYPE 4' (R) ARROW TYPE 4' (Li MNGW TYPE VI APR04' L 811E LANE MARKINGS 9 5)CNAL AHEAD ROADSIDE SIGN A EXISTING SIGN To REMAIN REMOIE EXISTING SIGN TTZKff RELOCATE SIGN IZJ -----.-.-- /!"/ I /L JN , --- -1 Lu (II I - _____________________ 0 • ...--.-. ---- - 0 1020 40 80 - - - - - - - - - - -- - - - - - m._// _ _____ -'-- ;---- ------ I - c,7 ------------ I! •1 \' / — - - PLNIr PO,WSETT/A LAVE SCAL& P -C 3 (cc- ?iE.JL -r LjflttNL, Checked By: SMONWOtT'" Date: SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal 424 1 Description: Shoring for Expansion Vaults Date: 6/14/02 Comments: 1. No exception taken to shoring design. 2: Shoring was revised in the field due to construction constraints. No Exceptions Taken E Amend and Resubmit D Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the. satisfactory performance of his work. 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 No. 5505 Engineer's Computation Pad Bmrwr IL 3. II-'-o, -75 77'i -- 13 orm P.O. Box 2510 bnop urawing I ransmun San Diego, CA 92051 Date: May 09, 2002 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 024 This is an Original This is a Revision of Submittal yes Submittal No.: Subject of Submittal: Shoring for Expansion Vaults Specification Section(s): 7-10.4.1 Plan Sheet Numbers(s): 24 COPIES DATE (NO. DESRIPTION 3 5)9)02 VS-1 Shop drawing for Shoring at Expansion Vaults 3 59/02 1 & 2 calculations Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations:, C ctor's Authorized Si nature: Thomas eir, Project Manager SECTION PHASE 1 (CONSTRUCT BOTTOM SLAB) PLAN VIEW DAW NOTES ALL TIMBER IS DOUGLAS FIR. SECTION PHASE 2 ALL STEEL IS A36 DR BETTER. (CONSTRUCT WALLS) SOIL PROPERTIES (SILTY SAND): SOIL VT=115 PCF SOIL ANGLE32 DEC Ko=31 4) SURCHARGE72 PSF No 3 7 89Q I J INtl REVIIG DATE D T.B. I SHEET ND I ATE 5-9-O2 HERZL]G CONTRACTING CORP POINSETTIA LANE OVERHEAD WIDENING VAULT SHORING VS-1 OF JO. NO CHECKED iry CA 40524 I CITY OF CARLSBAD CONTRACT ND, 3551 I No. 5505 lc4J.k.r Engineers Computation Pad N r- - %) ---' U —I c 751 VJ I;- tot - tI It C 1- tj tj ' Ii ' c.. — -, t. '-.- - 0 INo. 5505 Engineer's Computation Pad 'I - - co 5-, N (_ II I S. I, S. C'. j I' .? Lt ¼1\ Li '-p (p I ~r IN r~ P, L L Project: Page: 'SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Proj. Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: San Diego, CA 92131 FAX (858) 566-6844 Revised: C Project: ~AN ___ Page: SIMON WONG ENGINEERING _ STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: San Diego, CA 92131 FAX (858) 566-6844 Revised: i w yr . .. .- ..-- - STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600406 Submittal #25 I Description: Chain Link Railing Shop Drawings I Date; 6/14/02 Comments: 1. Per section 304-5.1 of the Special Provisions, "The chain link fabric shall be clad coated with PVC in accordance with Section 210-5." Also, section 304-5.2 states "The color of the vinyl coated chain link fence shall be either medium green or dark green unless otherwise specified in the Special Provisions. The railings pertaining to any structure shall all be of the same color. All chain link fabric shall be woven into approximately one-inch mesh." D No Exceptions Taken F-1 Amend and Resubmit Make Corrections Noted 0 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date: 9968 Hibert Street, Suite 202, San Diego, CA 92131 P1-1(858)566-3113 F(858)566-6844 U4'r1g zj p 1. r r I qT HERZOG CONTRACTING CORP. P" 0. Box 2510 Shop Drawing Transmitt San Diego, CA 92051 Date: June 07, 2002 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager orm Submittal No 025 This is an Original This is a Revision of Submittal yes Submittal No.: Subject of Submittal: Chain Link Railing Specification Section(s): 304-5 Plan Sheet Numbers(s): 41 COPIES DATE NO. DESRIPTION 6 5/30/02 1 Shop drawing for Chainlink Railing Type 3 Contractor's Certification: Check and complete either (A) or (B) below: - (A We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X following deviations: Fabric does not meet specification section 304-5.1 but does meet section 304-5.2. \tractor's Authorized nature: Thomas T.Beutler, Project Manager EA IW I AREA-WEST FENCE CO. PMB-506, 13465 Camino Canada Ste. 106,— El Cajon CA. 92021-8813 Phone (619) 561-4900 - Fax (619) 561-4944 Cont. State Lic. 737398 June 4th, 2002 To: Herzog Contracting Attn: Tom Beutler Re: Submittal Package PROJECT: Pointsettia Lane Overhead Widening - #3551 OWNER: City Of Carlsbad ARCHITECT/ENGINEER: Dokken Engineering GENERAL CONTRACTOR: Herzog Contracting Submitted By: Area-West Fence Co. Project Manager:Bob Young TABLE OF CONTENTS PAGE NO. Chain Link Railing Type 3 Details Respectfully Submitted, Area-West Fence Co. Bob Young - Project Manager Type Fence Material $ 1 Fabric 0% Gauge It Mesh°tt Wide, Qj Line Posts 'O.D.Si°tibs. p.lC Top Rafl S4(I O.D.Ujb1. p.l.f. Brace Rail p.14 End Posts 6i :Ok - / (sJ) Material Corner Posts t\.ftp.D. lbs. p.l.f. Gate Posts N/'A. O.D. lbs. p.14. Gate Frame (jfl.ip.D. lbs. p.1.1. Tension Wire N/s. Gauge Barbed Wire N/A-Strands AREAWEST FENCE CO. ANCHORAGE DETAIL toyt. umd . midoiss of =asti is Ii' or ss tot lob. utO vol, (St utdoln. .loltrloll toolit. 'I' Ply. V. or rtpld Film M Sid . Y, lsslsbr6 Tuwis r 14 P-a ibi It.. I Ii• ftwift I• pip. lIsp. COn OtIS Out Oputlol fltttrq I. rat 5.4 f ball PIP, I Std al...l I I StiObip Pitt (pp $0750. L — 51,0,150 *1w folIuttut P. I*llb.p 0011 axftm to 1w115101 ad ,*tl0,I SlgI PsI, loll P. ,atu..l. l-tutfd pip. 4*11 to b..t If rotto ioiW Cr ut 05 bolF *041 It roOtS islo' ISP'. P. Put oil %Ib.lti. 4. toll SIlly. Ii.. .I (Sri. Soil to PlutO (SolId to iI. S. lllvmtlp. 4,1011.051. OZoitsot by for S-.yirss". aasoi. I. All ((p.017*1 sloltrIall 55.1w. Pail to Mid two" P. idlitlutt - 4' ltd riqitr.4 01 rollul 1.5 tint 1W. toltnhl.. (1411* For 4,4.11* p.. UIOi*p PIsO Pty.S Sfd w rlddol0*tt I LIII. I I I be , $ — $ P lollt Y *1.0 — I -- a•..0*Ir t,zrsl aJtr 4 Utah ol0*It. Fo ./ T ..Id .0tUi tlditlrq PIqPt.- TYPICAL POST DETAIL END posr bwP41) ,tir*fll.Pttoto SI• .0* W 064 ri P-•4 INTERMEDIATE POST .totousI U U *5II*1III'IP.I** C. 5.3' . Pill a iso to P. Plo. a iti of 1554. ItlI am* ip., EXPANSION JOINT ELEVATION , tc \OQ o citvitp. C (okrD F/C (GJ Fi- spc- cc—rDAJ -- PROJECT OWNER c' ARCH. -ENGR. GEM. CONT. \\ SUBMITTED BY PWQ 4o4 C. DRAWING I DATE S' — SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #23 Description: Revised Traffic Handling Plan - Date: 5/6/02 Phase 2 Comments: 1. Add temporary crash cushion arrays T- 11 as shown in the attached drawings. No Exceptions Taken Eli Amend and Resubmit Make Corrections Noted fl Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date: - - 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 flFL.UJ Lfull I SJ4.' I ir, ,LJrr. 144 P.O. Box 2510 Shop DrawinjTransmittilForm San Diego, CA 92051 Date: May 02, 2002 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 023 This is an Original This is a Revision of Submittal yes Submittal No.: - Subject of Submittal: Revised Traffic Control Plan for Phase 2 Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): 13,14 COPIES [DATE I NO. DESRIPTION 3 5/2102 13& 4 Revised Traffic Handling Plan - Phase 2 Contractor's Certification: Check and complete either (A) or (B) below: 'A' We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: z ooze ed Signature: Thomas T.Beutler, oject Manager O2 PROJECT EMCD4ZER:.&. DATE: 01/29/01 I1.) c) I(IcIE N OCTAI.S BY: DC/JJ SCALE: AS SHOWN DM PROJECT NO I N E F R I N 0 NN4M1tR__.tL Joe NO, -1095 ENGINEER OF WORK: - 30 ama lb ,A (3 sftum NwPT ,_-N or 01/29/01 ACE: C!302099 - F. ELfl: POINSETTIA LANE SCALE, P-40' STAGE 28 +—C2crLT) cm 'k \ END CONST 10H PORTABLE DELINEATORS' ----------------------------- ------------------------------------ ENVIRONMENTAL FENCING (5' FROM TOE ar SLOPE) PORTABLE DEUNE 25'SPICJNG- 7.\. ' I 9Ub ,_j (t ±3 II, cm 1k' W — Rlw 1 Cl PLMr POINSETTIA LANE a SCALEz ' Epp cL41&a \ -rC2CLfl - R4st C1sf.uor' END \ \ \ \ \ r,, \ \ —t-- PORTABLE DELINEATORS 0 25' SPICING I -- 01 'N / -- . -- E$IRONMENTAI FENCING cs• F - T8r8F5LOPE)\ 7 ;------------- - \\/ \\\ ( \O7: '-p7 LEGEND WORK AREA DIRECTION OF TRAFFIC . CONSTRUCTION AREA SON _ TEMPORARY CRASH CUSHION m..o' TEMPORARY RAIL rrrpE 10 8tJ ) TYPE 1(10) (TYPE N ARROW LW Lw V TYPE VI ARROW ;,—~• PORYABI'gl;DELUJI~EATOR CgA5 ml, otJ II 01020 40 80 CITY OF CARLSBAD I ENCDEERN 0EPARTINT PUN0P9 POINSETTIA LANE OVERHEAD WIDENING STAGE CONSTRUCTION AND TRAFFIC HANDLING L STAGE 24 AND 28 - - - - - - - - - APPROVEO WLLIA E. PLUI4JER 28176 EP'3-3I-02 OERJTy OTT ENNEE9 DATE - - - - - JD BY 8:_QIL_ __355 PROC1 NO. 0RAw HIS . I 1392 I RCV:SION DCSCRRTION — 2o' Vo CONSTRUCTION STAGE 2.4 PLACE, TEMPORARY SIGNING AND STRIPING AS SHORN. GRIND EXISTING STRIPING THAT CONFLETS WITH TRAFFIG CONFIGURATION SHORN. 2. cOMSTRLCT MED/WI. CONSTRUCT PORTION OF CIOMESTO WATER LINE FROM APPROXIMATELY 174&#20 'PC. CONSTRUCTION STAGE 28 I. CONSTRUCT REMAINING PORTION OF WUE5TC WATER UNE. NOTE, PLACE TRAFFC SIGNAL AT CARLSBAO BLYD IN PRETFMED OPERATION AND ADJUST WESTBOUND APPROACH TRAFFIG SIGNAL HEAD FOR vlslB/Ury i) - 'z .s- C C30 30 --- -:---------i:1 / ....--.. ----------------- REMOVE EXSF STRIPING --------------------------------------------------------------------------------------------- Rlw PLACE TRAFFIC SIGNAL ON PRETIMED OPERATION FOR THIS PHASE. 'I . - -- - -- - - - - -- C14 PLAN, POINSETTIA LANE SCALEi P STAGE 2.4 0 CJ4 FLAZING ARROW BOARD i 0 /020 40 80 REAII7/E EXST STRIPING 13 NOTE, PLACE TRAFFIC SIGNAL AT AYE//IDA ENCINAS IN PRETIMED OPERATION. .. F. BRAO8L C052099 .120 CIVIL 2 * 0110 BY (B RVWO REVISION bESCRIPTION i' au '0PAOUM. ________ WORK BY, 3551 SNEET CITY OF CARLSBAD ETO I .4 ENGIPEE DEPARTMENT 50 PI.AN3 ?O POINSETTIA LANE OVERHEAD WIDENING STAGE CONSTRUCTION AND TRAFFIC HAl0LING STAGE 24 APPROVED WLLIAM C. W.U)A€R PT 26118 EP.3 P'-31-O2 DEPUTY CITY ENEINEER bAit OWN 8y _D.GLLL_ I PROJECT NO. CRAWOIG NO. PROJECT D4GNEERJK.... DATE- 0I/29/01 r&s BY oij.i AS SHOWN Z N G I N E E a I N 0 MIDOKKEN PROJECT MANAGER- ...R.IL J08 so. 1095 ENGINEER OF WORK: ........................ - S. a* CAI £ DATE: 01/29/01 YINK F. BRAOBURY /7 9CC: C052099 LEGEND "S ENVIRONMENTAL FENCING " (5 FROM TOE OF SLOPE) PORTABLE DELINEATORS ff ZY SPACING C231 •I / C14 I REMOVE EXST STRIPING I / •' / i: 7 TAPER FULl. LilA BIKE -REMOVE TYPE VI ARROWS / cWSEO) J .1 L41ALc-. _ - ---- ocL AE, I DIRECTION OF TRAFFIC .& CONSTRUCTION AREA SIGN TEMPORMr CRASH CUSHION ARRAY TEMPORARY RAIL (TYPE IC) f TYPE 1(10) to TYPE Al APRCW TYPE VI ARROW • PORTABLE DELINEATOR '- C2J (LT) (LT) STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #IName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #22 Description: Access Hatch for Air Release Valve Assemblies in the Bridge Median Date: 3/21/02 Comments: . Change the access opening to 2'-6" X 2'-6". Additional reinforcing steel will be required around the hatch opening as directed by the engineer. 0 No Exceptions Taken 0 Amend and Resubmit Z Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By Date: ( 9968 Hibert Street, Suite 202, San Diego, CA'92131 PH(858)566-3113 F(858)566-6844 L.. ITEM QTY. DESCRIPTION A I s" PIPE, a 5/s" 00 X 10 GA. HALL X 40-0 LONG FE X FE. I 1/4 X 3" X 2,5 /4" LONG'. NELDED BELL. ROLLED TO S 3/4" I. ------ ------ ------ 40-2 1/2" 1/4 kqELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. AHV1A ,-205 COATING EFOX'( THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD. HIENING City OF Carlebod. SPOOL NO. OTY. 5 I SPOOL DESCRIPTION " SPOOL. FE )< BELL. DRWN BY: CHKD BY: ARRONA M. E S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKWOOD AVE HEBER CA 92243-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN: & DOMES- TIC VqATER LINE B SCALE DATE NONE OCT.-0I MK 1,000 - OF orm Shop Drawing Transmltt Date: February 28, 2002 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewicz Construction Manager . 016-0 - U • I •i WI ILM • L .JT Submittal No 022 This is an Original This is a Revision of Submittal YM Submittal No.: - Subject of Submittal: Access Door for Air Release Valve Assembly Specification Section(s): 304 Plan Sheet Numbers(s): 25 COPIES DATE NO. DESRIPTION 3 3/15/02 J-12065 Shop Dra'Mng for Air Release VaKe Assembly Access Door El Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the reauirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no x exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Mctoes Authorized gnature: fhomas T.Beutlé, Project Manager o 14 rro inT pi 1wiC qciit ,3c 'ftE?rci c.;z;j i::nkc irbtW brt 'jO A) bt3 Od4)rj O. i•eo A:.) c!?eQ b'tO 4 44,01 :T OVA iM rtn) tO : z !r3I t1iOttm t*l .o4 r1rni laljThAup el L .xrnL,i' 2eorf rr X rc*q .014 !TAG IO L j ;j"•. - Sl- -- ... .,..... - . . ... ......_ . ..j...... .-.-- - ..... - -. *#!•• ____%* ---_.i -L -----t- 1?1(Ij ) 10 J4 1tri fJO) ht3 : Zr,s t'i -i {i1b r. weivi i.wr W (A -;o owoit: Z irnt1u rii itrx On IthW (,trvoO t4 uthnQ3 .ioU s'it O ;tt-i wt 1E- fl str W (a) :No l fll )-•4r i' øm.noD - iqE ni!Y1tno . rniacCJ ffl tfrQthiA otD March 15 2002 The Bilco Company P.O. Box 1203 nor New Haven, CT. 06516 ________________ (203) 934-6363, Fax (203) 933-8478 Since 1926 2002012117 Attn: TOM BEUTLER HERZOG CONTRACTING POBOX 2510 OCEANSIDE CA.92051 Re: Your Order: 35576 Job: Gentlemen: Thank you for your above order. In accordance with your instructions we are pleased to enclose 4 copies of shop details to submit .for.architect!s approval and will hold up fabrication until approval to proceed is received. The fabrication time required will be 4 week(s). AFTER we receive approval; DRAWING NUMBER J-12 065. REV .A E MAIL - tbeutler@herzogcompanies.com Cordially The Bilco Company.. cc SPECIALTY BUILDING COMPONENTS INC. 7750 PAINTER . AVENUE .:WHITTIER,CA 90602 3 MITLLIEW CV aOQO - 3 bYJJLEIS YAETtflE IV1G . CO ahBcrDJx OIJ4C jiG £CO COwbA coLg9X E YI - pcyG.rGx&1cowbstn€2cOw - t'bY.1.tt40 4LUBEI O2 1A Y LIJG Z9PLTC9gTOV çTnG LG&vx.Gq '3TP9 q rneGJc(2) yTLgfç .G XGCGTAO 1310boI]" bxoAtr sIJq MJ VQTq ith TSPXT C59T OU rnflfl 9bbtO.Aul PO bEOCGq 1z.G bGs6q go G$CJOtG t apob qr O (TW O. LVI71C 2oii ZOL XOnL qPOAG otqr x- 9cGOL99UQG t4ç! 40hx TJJtnCPTOu c6IJrQW6LT aep: Z56 AOfLt 32 2. OCEfl4?IDE CY. a3O?T E 0 BOX .3alo h-EKNOC C0bYGUJ vpw .LOW BnLrEI WsrXCP 12 3005 30OOX3Tr (503) EX (503) -98 [ 1491" 149ASU' O2 J e I .LPG BIICO COWbSLJA I/3 NEOPRENE GASKET I/2 ALUMINUM SPACER I SPEC/F/CA T/O/V3 Bilco Heavy duty forged aluminum hinges with stainless steel pins 02 Guide arm (,) 1-1/2' drain coupling (') Standard slam k ® Continuous EPDM debris gasket Bilco aluminufn automatic lock open arm 1/4" oluminurri diamond pattern plate cover Bilco 1/4" aluminum channel frame with recessed anchors (16) Lifting mechanism with reinforced composite tubes and electrocoated compression springs /NS/4L/E/? A/OTES A. Use caution. Cover is spring loaded. Do not remo e safety shipping bolt until unit is to be installed and in normal horizontal operating position. 8. Be sure unit is set on slight pitch toward drain corner. Before anchoring in place open and close door. Check to see that the door in the closed position rests on the frame all around. If not, shim under the frame at the proper corner. Do not reduce 1 1/2" drain pipe to dry well or disposal system. Bend down anchors if required NOTE: DESIGNED TO WITHSTAND H-20 WHEEL LOADINGS SUITABLE FOR USE IN OFF— STREET LOCATIONS WHERE NOT SUBjECTED TO HIGH DENSITY TRAFFIC (' UNIT(S) REQUIRED AS SHOWN (Aluminum Weldment) H I Hi C/S/On7e HETZOG CONTRACTING P 0 BOX 251 li 0 OCEANSIDE CA 92051 P.O N Job 35576 COVER REINF. FOR H-20 LOADING SHOP FINISH: COVER: MILL FINISH FRAME: MILL FINISH HARDWARE: NON —CORROSIVE MATERIALS (UNLESS OTHERWISE SPECIFIED) 1-9" ACTUAL CLR. OPN. Frame areas that come in contact with concrete shall be coated with bituminous point Width -- SECTIUN A-A CHANNEL SUPPORT SHELF MUST BE SUPPORTED BY CONCRETE OR STEEL TO CARRY H-20 LOADING CHANNEL SUPPORT SHELF J—H20_AL 2-23-01 AAiNC IS THE PROPER TY OF THE RLCO COMPANY AND INCORPORATES INFORMATION HANOI IS PP.OPRIETANY. PUSUCAIION AND/ON PURJC DISTRIBUTION IN Mill! OR IN PART IS EXPRESSLY PROIN8ITCO MNQJT THE PRIOR RRITIEN CONSENT OF THEOIl.CO COMPANY. NE INFORMATION CONTAINED HERON RETJAINS ME PROPERTY OF THE RICO COMPANY. All. SalTS RERIRVES. Rev/sn I OGM 8 A I New Release _J 1--~[-5 L - PCS. - 4" [ 1.85 B - —. - 1f [51] I I II 1011 0 rlTilj1 ip .r z 0.. o '11-11 , z:rra:rrrr rrrr:znzrrrrrrzrrrrrrrrzr__trR 'I, ill -'---------- - .LrIJ - III, I I ' - - - - - - Cy A A ----------------- '-' fl LLn '1 '1[_IIIIITI__ T:_T1i F' --L----------- ® H -c1fd ------------------- -- REM7 KEYSQU RE COVER PLUG 71 0.: e STANDARDt ET Down Anchors 4 —3 IOU ir0d) ____ I ECTIDN C plate welded I0DICP0SAL OR DRY WELL 2©(100) / c tj 2- — FRAME OPENING [610] 2 -10" OVER ALL [864] 1/8 Dia. neoprene continuous 01 bumper all around 4ccb1/ect: 5c/s R SPECIALTY BU.LDINc. COMPONENTS ;rIC WHITTIER, CA 90602 Manufacturers of Doors for Special Services ties Haven, Connecticut 06505 TYPE "ti"- IH20) ALUMINUM SINGLE LEAF ACCESS DOOR — SIZE 2-0' .< 2-0" Drown 8 Q No. JAD . 3-15-02 J-12065 A 349867 DO NOT SCALE Checked r VA? SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #13C I Description: Domestic and Reclaimed Waterline I Date: 3/21/02 Comments: 1. No exceptions taken. (See attached letter) No Exceptions Taken Amend and Resubmit LI Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. Date32f O2 9968 Hibert Street, Suite 202, San Diego, CA92131 PH(858)566-3113 F(858)566-6844 ITEM QTY. F DESCRIPTION A I 5" FIFE, S 5/5" OD X 10 6A. MALL X 40-0" LONO FE X FE. E I /4" X 3" X 25 /4' LONE: fr'ELDED SELL. ROLLED TO 5 3/4" ID. I 1 ,1/4".01A. HALF OUFLINS. 3000 #• / 22-3 5/' —V 40-2 /2' 1/4 REV.j DATEj DESCRIPTION BY: LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVV4A C-205, COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD NIDENINO SPOOL NO. OTY. PROJECT City OF CoHsbad. 4 I SPOOL - DRWN BY: CHKD BY: DESCRIPTION S SPOOL. FE )< SELL. ARRONA M. B. S. - NOTE: SCALE DATE , INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN= NONE OCT.-QI 1126 ROCKw000 AVE HESER CA 92249-0270 e' REC.YC.LEc, PHONE (619) 352-1101 FAX (619) 352-1104 HATER LINE MN 2,000- OF DANIEL BOYLE ENuNEERuI Consulting Engineers CITY OF CARLSBAD Public Works - Engineering 5950 El Camino Real Carlsbad, CA 92008 Attention: Mr. Mark Plotnikiewicz Construction Inspector March 20, 2002 City of Carlsbad Poinsettia Lane Road Widening Project Submittal Review - Submittal No. 13C (Resubmittal) Steel Pipe Shop Drawings We have completed our processing of the following submittal for the subject project. Our comments are as follows: Submittal No. Copies No. Returned Description Comment 13C 5 Pipe Submittal Package No Exception Taken We received 6 copies of Resubmittal Number 13C and retained one copy for our files. The remaining 5 copies are returned herewith for distribution to the City and Contractor. Please contact us if you have any questions concerning the review of this submittal or require. additional explanation of our written comments. DANIEL BOYLE ENGINEERING, INC. Dennis J. Phinney, P.E. Senior Engineer DJ P:jmb End. D1O-1O1-02 DJ P103-20.101-02 .wpd I- 3142 Vista Way Suite 303 Oceanside CA 92056 (760) 433-8710 Fax (760)433-9709• www.dboyle-eng.com HERZOG CONTRACTING CORP. 1 0128 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: March 11, 20q,YZ- To: Simon & Wong Project Name: Poinsettia Lane 9968 Hibert 5 Overhead Widening San Diego, CA 92131 Project No.: Owner: 3551 City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Inspector Submittal No 013C This is an Original This is a Revision of Submittal no Submittal No.: jB Subject of Submittal: Pipe Specification Section(s): 207/208 Plan Sheet Numbers(s): 19-27 COPIES f DATE NO. DESRIPTION I 7 MK-1000 8" Domestic Waterline "B' Shop Drawings Ste 20+00 thru 21+44.88 7 MK2000 8" Recycled Waterline "B' Shop Drawings Ste 50+00 thru 51+44.88 7 MK-3000 14" Casing 7 MK-4000 8" Domestic & Reclaimed Waterline "A & C" Shop Drawings Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no eeptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or Shown on the Contract Documents, Construction Specifications and Construction Plans eept for the followina deviations: ador'h tu ore: Thomas T.Beutler, Project Manager qo)10 :U 6flcflOc pr iW btimvC in v wA h -i ar SOfZI A) Or;c ,QJ4 A ta rw. Sage rr5' Ai rs wioL >:1 i4 rcr, tnyT iit :e1 .f*1 iflS no:! i o &:1T uIpD nu ei IT 9'.() al ;timdu .(t' ZIchJ Jnth :frth t') •.._ ,$.s.. s -. :()esdM 1ir mt' ___ t4OTit3a I OLI I 3rAc WroD j Ot•?1 - -----.---•-..---'•----...-.•.•••-•-----J•'•••. - -.-----•1 •-..---.--.- •.'•----.- - 11 wvz f I ?iY.O q3ct I 3 . •...-..• _•_..•__•___,_••1,. ____,1 wo () o (Ps) rJe L-;th bn sr) :rc-D iotoi1no3 o q.i .1iEfl rV -ic bn5 isL n L wsys i eW 'A 13 !'1 tY IZ' 1 '!jiJ, tr r;clu et ii bc'itnci ('bcq (1-W 1: r i3$ n JLntflG3 ,nrnZT ittiD cicitqsz fLttfflO:) lo Im Mi,' hn hc1 ni bciw61v j1Jf bzqa t:r'JpJ th H icrn Itnriu tJ n b rix (jsriz: I1 uaco3 briG iiic) hsuc ;1 - •. ?ot;Ii,' ciro3 0'q T1C POINSETTIA LANE OVERHEAD V4IEN INS. City OF Carlsbad. SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE tITh THE CONSTRUCTION PLANS AND SPECIFICATIONS. REVIEW DOES NOT REUEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. LJ NO EXCEPTIONS TAKEN O MAKE CORRECTIONS NOTED o AMEND - RESUBMIT ri PFIFfTFfl - RFIIRMIT r- DATE: jgy,/ a ~ /Jo-r A S3 E" DDME-S.Thf wATcia. L/i%1 " F/WP-t .1A: 20 #00.00 To 2(-t4-, 99 . ENGINEER'S REVIEW: TITLE: POINSETTIA LANE OVERHEAD VfflENING. City OF Corlsbod. Pfl MPO A r'rr 0. 1126 ROCKHOOD AVE., HEER, CALIFORNIA 224q-0270 PHONE (160) 352-1101 FAX (160) 352-1104 DREW: ARRONA REVISED: A.V.B. APPROVED: M.B.S. SCALE: NONE DATE: OCT.-01 MK- 1,000- JN= ITEMt QTY._[ DESCRIPTION A I &" FIFE & 5/s" OP X 10 GA HALL X S-b 3/I6" LONG' FE X FE B I &" FLG. CLA55 "n" FLAT FACE, SLIP-ON. EORE' TO &_I3/IS" I. -. I 1/4" X 3" X 25 /4" LONG. NELDED BELLNR0LLE TO & 3/4" l. ?fr O-tE: A53 rA .LkJELb I6 £7EEL F'I?. I SECTION * NOTE: HELD BELL DETAIL SEE ENGINEERING BEFORE FABRICATE REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AHHA C,-205 COATING EFOX'( THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS PROJECT SPOOL NO. OTY. City OF Carl5bad. I I SPOOL DRWN BY: CHKD BY: ARRONA M. 5. S. DESCRIPTION &' OFFSET FLG. )< BELL. çtQR INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: JN=z.&oO SCALE DATE NONE OCT.-OI 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 &" DOMES- (619) 352-1101 FAX (619) 352-1104 NE E TIC. VATER MK 1000 - OF "s" LINE ' ITEM' QTY. . DESCRIPTION A I ' FIFE e5 5/s" 00 10 &A VALL X 14'- c 3/4 LON& FE X FE E3 1 1/4 X " X 2.I/4" LON& NELDED SELL. ROLLED TO & /4" I. * N ATE: A 53 ci "B 'kjELDIW.. 3L (;f7\ STEEL PiP bho c I 1/4 1 HRZ: 05 051'5S" 2/2" 1/2 R= 15,0000" VER: T= 1 TOT: .3 V4EL5ELL DETAIL 4, .3)1107.. Choe -5°2.e)' -From 2>8°t 2 REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/411 TYPE II SPEC.AV.VA -205 COATING EF0X'( THKNS. 12 MILS TYPE EV0E 23 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENIN PROJECT SPOOL NO. QTY. I City OF Corbod. 2 SPOOL DRWN BY: CHKD BY: DESCRIPTION 35 ELOV4. FE. X SELL. ARRONA M. S. S. NOTE: SCALE DATE NONE INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN293.0D 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 DOMES- TIC frIATER OCT.:O OF' KAV - LINE 5" ITEM OT. DESCRIPTION A I & PIPE, 5/a" O.D. X 10 GA. HALL X i-S 5/1 LONS FE.X FE. S 1/4 FL THK X 3X 25 /4" LONe HELED BELL. ROLLED 10 &.3/4 ID. C I 1 1/4"DIA. HFCOUPLINS. 3000* NOTE: A 55 OR. V4ELING STEEL PIPE. 7 3/Is" II 2' I S4't II 42°2'2G1" / / \ / / / / / . A T 5 /4" V41ELD SELL DETAIL 103/0 /021 35024to42o Z~szl 103/01 /oPicne me (:"ram 'f 4o 51/" 7AA(411/4" 0 Coo& REV. DATE I DESCRIPTION I 15'r LININC CEMENT ITHKNS. /4 'TYPE II SPEC. ANNA C-205 COATINC EPDXY THKNS. 12 MILS TYPE DEVOE 233H SPEC. COATINS THKNS, TYPE SPEC. PROJET POINSETTIA LANE OVERHEAD 'JIENING CorI!,bod. SPOOL NO. OTY. City OF 3 SPOOL DESCRIPTION & 420 02 21 ELL FE. )< HB. RN Y CHKP. SY ARRONA/R.C. A.V. INTERNATIONAL FARIATORS 4 ENINEERIN, INC. NOTE: JN SALE DATE: NONE 02/2002 II2(o ROCKPqOOD AVE. HEER, CA. 224q-021O 2&.00 PHONE 060) 352-1101 FAX ('o) 352-1104 MK-i,000 - OF 'ITEM' QTYj, S DESCRIPTION A I &" FIFE 5/s" 00 X 10 GA HALL X 40'-0" LONG FE X FE I 1/4" X " X 2& 1/4" LONG. VIELDED BELL. ROLLED TO & /4.- I. 4c-r ASg.'.i" k)2LJJ/iu - STL. PIt —EE; 40-2 /2" HELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. AMA 0-205 COATING EFOX'( THKNS. 12 MILS TYPE PEVOE 23 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENING PROJECT City OF CorIsbc. SPOOL NO. OTY. 4 2 SPOOL DESCRIPTION &' SPOOL. PE )< SELL. DRWN BY: CHKD BY: ARONA M. E3. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKwOOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2'.00 S DOMES- TIC HATER LINE B SCALE DATE NONE OCT.-01 MK 1,000 - OF ITEM" QTY. . DESCRIPTION A I 5" PIPE 5 5/5" W X 10 GA HALL X Il'-" LONG PE X PE B I.1/4" X 3" X25 1/4" LONG. NELDED BELL. ROLLED TO 5 3/4" I. - N A<IOY: A53 6iz W LLI) i /V6 £7 PIPE. A E3 II '-II I,'2'' - /4 VELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.Afr'UA 0-205 COATING EPDX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS PROJECT City O C..orIsbo. SPOOL NO. . 5 I r SPOOL DESCRIPTION " SPOOL. FE >< SELL. DRWN BY: CHKD BY: ARRONA M. B. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2.'S.00 DOMES- TIC LINE " SCALE DATE NONE OCT.-OI MK 1,000 - OF ITEM QTY. DESCRIPTION A I " PIPE, & 5/&" OD X 10 SA. MALL .X I'-1/l" LONS PE X PE. S I /4" x 3" X 2' /4" EONS. HELDED SELL. ROLLED TO & 3/4" ID. ) No -7 A 53 R" 8" i iv6, S 1'E.L P i P E. iDJ kD -lo /l'- I /2" & // ,.' //• ol > f) A E3 to /. R=.!6oôo' T HELD SELL DETAIL At OI0I/02. Chr #0 ?,° REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVIV4A .-205 COATING EPDXY THKNS. 12 MILS . TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD VIDENINS PROJECT SPOOL NO. Y. C ity_o rIboc. ire I SPOOL DRWN BY: CHKD BY: ARRONA H. B. S. DESCRIPTION ' " EL6OV. FE. >< SELL. INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: JN2'1S,0o SCALE DATE NONE OCT.-OI 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 b DOMES- PHONE (619) 352-1101 FAX (619) 352-1104 TIC HATER N MK 1,000 - OF ITEM QTY. DESCRIPTION A I " PIPE 5/s" 00 X 10 SA HALL X I' /4" LONS FE X FE I /4' X 3" X 2 /4" LONS. VqELDED SELL. ROE-LED TO & 3/4" Ia-. tAJaLLIAit STEEL tIPJ ___ - ___ - ___ - ___ - ___ - ___ - ___ - ___ - 1J S 8-3/ tL2. /4 HRZ: 040 24'34" R= I5O000 VER: 30°5'48" HELD BELL. DETAIL T C7 TOT: 34° /I\ 6,310, /02 cc 4'o° ozV t 01 A-0 t 1 16 , z ( REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC.AV4A 6-205 COATING EP0X THKNS. 12 MILS TYPE DEVOE 25 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS PROJECT SPOOL NO. OTY. City OF .arIsbo. 7 I SPOOL DRWN BY: CHKD BY: ARRONA M. E3. S. DESCRIPTION "3i° FE X SELL. INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: .JN=Z'S..W SCALE DATE NONE OCT.-0I 1126 ROCKwOOD AVE. HEBER, CA. 92249-0270 S DOMES- PHONE (619) 352-1101 FAX (619) 352-1104 TIC kATER '5 LINE - ' ITEM QTY. DESCRIPTION A I 5" PIPE S 5/5" OD X 10 GA HALL X 12-5 II/I" LONG PE )< PE S k- &" FLG. C.LASS "n" FLAT FACE, SLIP ON. BORED TO S I/I" l. .( NJ 07 A 53 (,/2 "8" 1)E_b,n.J6 ~.'rEEL PIPE. /1 /& 2-0' EXTRA (.T.F.) PLAN I ... _ ____ SEC TION * NOTE: SEE ENGINEERING BEFORE FABRICATED L 63/oi/0 Chax'pe 4 e° kO -70 2.2.' 4" REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. ANNA -205 COATING EPDXI' THKNS. 12 MILS TYPE DEVOE 253 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENING PROJECT SPOOL NO. CITY. y OF Corlsbad. • 8 I SPOOL DRWN BY: CHKD BY: ARRONA M. S. S. DESCRIPTION S' OFFSET FE. X FE. INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: JNL7gØ SCALE DATE NONE OT.-OI 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 S' OME5- PHONE (619) 352-1101 FAX (619) 352-1104 TIC. V4ATER IVIK 1000 OF 'INEt "s" LINE - 1 cJ •• 13' I ni U' flU' -I m • _ z ; oni i- nl on n 'kIT I rn - 0> cj > z 5TA:21+31.24 - (VRTV224 ni STA:2I+31I -J z 5TA:2I+44.&' INV 12.20 H NCONSTRUCTIQN.if t..[ cU' >ni —I -Il. .: ... ,.-- .•-••.- p 0 -70 U' -1 C' > -1 ni r z IFTI '--- -- STA:2O+5. NV 15.41 n > <I >nl CU' 5TA: 20+00.00 INV: 12.qD BEGIN CONSTRUCTION. -e 5TA:20+04.52 HRZ 05°515& STA:2O+O.35 C VRT I1,3q 3~j L\ 5TA:20+21.35 (HRZ: 055I5& INV: IRVA AC. F I 5TA:20+23.I - GIN IS OD. CASING 5TA21+I4.q4 STA: 2I+I635 END IO.P. CASING. (VERT3b555 5TA:21+I1.35 INV: 1453 (VERT 3005&4 5TA:20+4&53 11 INV: 15.61 1 11 STA:20+q5. 5 STA: 2Q+00.00 INV 12.8 B!N C.ONSTRUC.TION. STA: 20+04.52 <HRL 055I58° STA: 20+0.35 NV: 12.qe, STA: 20+21.35 NV: 14.0 STA: 2 <HRZ: 05°5156" WV 15.I /4° AIR SEIN 16° 0.D. C.ASIN STA:2 NV: 15.41 STA:20 ft'M 15.61 —j;—\ la I'• ni II 'U Z - 111( Zrn (' I— 0 170 I1 ç'< r orn a;o Iii IT UI - ;3 0> m o 11 r nl "bldj 5TA:2I+14.4 5TA:2I+I435' 4/ END I60.P. CASING. STA:21+11.55 NV: 15.2 5 NV 14.53 <HORZ: 04°2424" 5TA:21+37.24 <HRZ: 04°24 34° 5TA:21+44.5& NV 12.20 '- END CONSTRUCTION. _i cj -. - -- - STA: 20+15 .3 NV: 15.41 POINSETTIA LANE OVERHEAD 'V'EN INS. itj OF Corlsbod . SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL. COMPLIANCE WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. REVEW DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. 121 NO EXCEPTIONS TAKEN o MAKE CORRECTIONS NOTED O AMEND - RESUBMIT CI REJECTED - RESUBMIT BY: 21L_ DATEV J(t3o7E.: A 53 "E' IoLD,,J& rEi r%PE. 8"ELYLc.D oMZ LI/JE' PLO/I ETA: EO1L'O.00 TO 5N-44.. ENGINEER'S REVIEW: TITLE: POINSETTIA LANE 0VERHEA7 HIPENING. Gitu Of CorlsbocL ARRONA PROVED: 'ALE: NONE TE: OT.-OI MK- 2,000- = 298.0 }-EE, CALIFORNIA 224'-0270 PHONE (l'O) 352-1101 FAX 060) 352_II04 12 ITEM QTY._} DESCRIPTION A I S' FIFE, 5 5/5" 00 X 10 GA HALL )< ' " LONG FE X FE I 5" FLG CLASS "n" FLAT FACE SLIP ON EOREP TO S 13/I6" 10. C. I /4" X 3" X 25 1/4" LONG. HELDED BELL. ROLLED TO S 3 /4" I. 4JaO1 A 52 6P_' yJLUsr)& .SrEL P!P co TOP - SECTION * NOTE: 31. V4ELD SELL DETAIL SEE ENGINEERING BEFORE FABRICATED REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC. AHHA C.-205 COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC.- COATING THKNS. TYPE SPEC. POINSETTIA LANJ.E OVERHEAD HIENINS PROJECT SPOOL NO. 011. ty.arIsbo. I SPOOL -- DRWN BY: CHKD BY: ARRONA M. B. S. DESCRIPTION S OFFSET FLS. X EELL. INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: JN-°i.00 SCALE DATE NONE OCT.-OI 1126 ROCKW000 AVE. HE6ER, CA. 92249-0270 ' RECYCLE PHONE (619) 352-1101 FAX (619) 352-1104 RATER LINE 6 v -, - F lvi P. ITEM QTY. I DESCRIPTION A I b' PIPE, b 5/5" OD X 10 GA. HALL X I4'- /4" LONG' PE X PE. 1/4" X 3" X 2S 1/4" LONG'. NELDED SELL. ROLLED TO S 3/4" I. .KkO-r: A 53 6,.ltz h' v&..LJiiU 9H. )-7/j (&o"-75' _ 2 A 1/4 HRZ 05 051'5b" 2 1/2 1/2 R.5%i VER: 3.0 213" T 4 ' TOT: 35 o2 ( 44.4 EL BELL DETAIL L 03/01)02 4O 3' 6' to3 °2ô'444' °'3 4o °&3 REV. DATE DESCRIPTION BY LINING C.EMENT THKNS. 1/4" TYPE II SPEC. AMA .-205 COATING EPDX"( THKNS. 12 MILS TYPE PE\/OE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS PROJE'c#i SPOOL NO. OTY. City OF Carl5bad. SPOOL DRWN BY: CHKD BY: - ARRONA M. B. S. DESCRIPTION -- :o - ELEOV'L FE. )< BELL. NOTE: SCALE DATE NONE OCT.-OI INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN218.00 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 ' REC.rc.LEO PHONE (619) 352-1101 FAX (619) 352-1104 V4A1tR LINE '" iv iVI F -OF ITEM OTi'. DESCRIPTION A I S PIPE, S 5/S O.D. X 10 GA. V.ALL X 1-5 5/I' LONG PE. X PE, S I 1/4 PL THK X 3' X 2& /4' LONG' fr'ELDED SELL. ROLLED TO 5 3/4' I.D. C I I 1/4 DIA. HALF COUPLING'. 3000 * NOTE: A 53 OR "5" HELDINS STEEL PIPE. f 5OOO ,. 7 5 /I" ' £ s!" .311 All 42°22" 1511 -- NELD BELL DETAIL Li ô.,fo /02 L 03/01/02 A68_11/cto,._fk\(Ch. 03(01 /02 Cav tImefle%or\ 4em q I/8t1 +o 8 '/41' REV. J DATE DESCRIPTION LINING' CEMENT THKNS. /4" TYPE II SPEC. AkV.IA C-205 COATING' EPDXY THKNS. 12 MILS TYPE DEVOE 233H SPEC COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V'JIENINS PROJECT SPOOL NO. 0Th'. Cite OF Corlsbod. SPOOL a" 420 02' " ' ' I-. P X N 5 RV'N Y CHKP. ' . DESCRIPTION ARRONA/R.c. A.V. ç1ORS — o NOTE: ALE ATE NONE 02/2002 INTERNATIONAL FABRICATORS a ENINEERING INC.. JN C II2b ROCKNOOD AVE. HESE. 6A. 224-0210 PHONE (1 0) 3521101 FAX (lbo) 3521104 2S . 00 MK-2,000 — OF INCc - ITEM QTY._} DESCRIPTION A I S' PIPE, 5 5/5" O' X 10 GA. MALL X 40-0" LONG PE X PE. B I 1/4" X 3" X 25/4" LONG. NELDED BELL. ROLLED TO S 3/4" l. pjôT: A 53 B' Vo&LJD1k)4 STEEL PIP. :El - 40-2 /2 1/4" 1/2 '71/2 7" 5.1 HELD SELL DETAIL REV. DATE DESCRIPTION . BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVJV4A -205 COATING EPDX'Y THKNS. 12 MILS TYPE PEVOE 255 H SPEC. - COATING THKNS. . TYPE SPEC. POINSETTIA V LANEOERHEA HIENING PROJECT ity Ofsbo. SPOOL NO. Oil. 12- 2 SPOOL DESCRIPTION &" SPOOL. FE X -EELL. ORWN BY: CHKD BY: ARRONA H. B. S. -. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 . PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN28.00 RC.YC.LE KATER MK SCALE DATE NONE OCT.-OI 2,000- OF ITEM QTY. DESCRIPTION A 5" FIFE S 5/5 OP )< 10 GA MALL X II'-q" LONG FE X FE B I 1/4" X 3" X 25 /4" LONG. NELDED SELL. ROLLED TO 5 3/4" 10. tc -r' A53 '&' UEc&J& rL rc '—II 1/2" '/4" ~/7 NELD BELL DETAIL REV. DATE DESCRIPTION . BY LINING CEMENT THKNS. /4" TYPE H SPEC.AV'IVIA G-205 COATING EPDXY THKNS. .12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD VflPENING Of Carlsbad. .. CITY.PROJECT C ity SPOOL NO. I SPOÔL\ . DESCRIP-190N " SPOOL. FE )< 5ELL. DRWN BY: CHKD BY: ARRONA MTS. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN'&OO REC.C.L KATER MK SCALE DATE NONE 0T.-OI 2,000 - OF ITEM OT. DESCRIPTION A I & PIPE, & 5/5 O.D. X 10 GA. V'ALL X I-S /IS LONG FE. X PE. I 1/4 FL THK X 3 X 2& 1/4° LONG HELPED SELL. ROLLED TO & 3/4 ID. * NOTE: A 53 OR R 1,5. 000011 4ELPING STEEL PIPE. -r ,O000 0l II III N co 55" Y N N/ N N 46 t-2 A o/o/oz Oar\3. cnke from ° és 42." to HELD BELL DETAIL REV. PATE DESCRIPTION I LINING CEMENT ITHKNS. /4 IT'T'FE II SPEC ANNA C-205 COATING EPDXY ITHKNS. 12 MILS TYPE PEVOE 233H SPEC COATING THKNS. ITYPE SPEC. POINSETTIA LANE OVERHEAD V'IIOENING PROJECT SPOOL NO. OTY. City OF Corlsbod. . 14 SPOOL . &° 420 02 2q ELL FE. x V4S. DESCRIPTION . PRN CHKP. ARRONA/R.C. N A.V. " çD.OR.S NOTE: SCALE: PATE: lb INTERNATIONAL FABRICATORS 4 ENINEERIN, INC.. JNz NONE 02/2002 1126 ROC.Kk100P AVE. HEBER, CA. q224q-0210 21&.Q0 . PHONE ('760) 352-1101 FAX (760) 352-1104 MK-2,000 - OF ITEM QTY. DESCRIPTION A I " FIFE, S' 5/5' 00 X JO GA. VALL X ii'-8 t/" LONG FE X FE. B I 1/4" X 3" X 25 /4" LONG. ELPEP BELL. ROLLEI TO 5 3/4" I. POr' kELD,PJfr -c-7E..EL P%PE.. ------ ------ ©Th. 1/4' HRZ: 040 24'34" 1.e0000 VER: 2J I NELP BELL DETAIL T4,8' '?i2 TOT: 30 8' 5.560 /j oz,/oi/oz i to e xe 'ev4 . c-hcr from 36° 4" / 0310' /02 Cvave me.(tO(\ (cyiv\ I" +O REV. DATE I DESCRIPTI ON BY LINING CEMENT THKNS. /4" TYPE II SPEC. ANNA C.-205 COATING EFO.X'( THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS PROJECT SPOOL NO. QTY. Ci ty OF ,orlod. 15 I SPOOL DRWN BY: CHKD BY: ARRONA S. M. B. ,10 DESCRIPTION 500-80-5'W FE X SELL. Rr NOTE: SCALE DATE NONE OCT.-OI INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN299.00 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 &' RCYC.LE PHONE (619) 352-1101 FAX (619) 352-1104 1'4ATER MK 2,000- OF ITEM QTY. DESCRIPTION A 5' FIFE, 5 5/5" 00 X 10 GA. VALL X Il-S 5/5" LONG FE X FE. B I S' FLG. CLA55 "n" FLAT FAC E, SLIP ON. BORED TO a15116" I. I4JELbiiJ .~TEL. 1IPE. 75/ 21'- 4 1 (0 2'-0" EXTRA (r,.T.F.) 03 - ior - SECITION * NOTE: SEE ENGINEERING' BEFORE FABRICATED 7j\ foi /oL ç- cjO3z' 4fl 'jcD O REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVV4A C-205 COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. V POINSETTIA LANE OVERHEAD HIENING PROJECT SPOOL NO. DIV. OF rIsbod. 10, I SPOOL V DRWN BY: CHKD BY: ARRONA H. B. S. DESCRIPTION - & OFFSET FE. X FE. NOTE: SCALE DATE NONE I OCT.-0l 110- INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN2c18,oO 1126 ROCKw000 AVE. HEBER. CA. 92249-0270 RECfCLED PHONE (619) 352-1101 FAX (619) 352-1104 HATER MK 2,000— • OF C!NEr.R > STA:5O+OO.00 NV EIN CONSTRUCTION. 5TA:50+05.I7 I <HRZ O55I5 STA: 50+01.O <VERT 711501 rn 111 all SE&IN 16" OD. r-ASIN6 STA: 5Q+' NV 15.41 STA:50+4. It't'/ 15.61 CID > I II-> z -- 1, ci 0 0Zk) r - K) 111 00 -I - 'Jz rz rn ni 111 Z c3 r - ct> ;u 0111 -I-Il nI11 13 WI L 10 1 i I STA:5I+I5.5 STA:51+1'7.00 LA END 16"O.D. C.A5IN. (ERT365355 I' 5TA:5I+1.00 ~J~j INV 14.53 (VERT 2q°5122 STA: 5I+.OG - <VERT:e.°5'oI - STA: 5I+403 STA: 51+44.&& INV '72.20 END CONSTRUCTION. 6 r 0—I NV 15.41 cLS STA:50+00.00. NV EGlN CONSTRUCTION. -J 0 STA:50+05.II HRZ 055I5&" Ni STA:50+01.0 IlL NV 12.b III STA: 50+22.00 NV 14.O 5TA:504- HRZ 05515& INV 15.&I - I 1/4. /4 AIR V : GIN lb O.P. CASING STA:50+ NV 15b1 - --- dO z > 7'.IU < - — 0 ' o o zc3 In00 00 - -u AID rn(b (' C" I- Ifl rn Zr fl 0 11 1 10 /111 4 ' III ci J1jI! J7/ STA: 5l+.0 INV 1I.4 STA: 5I+403 <HRZ 0424 34 STA:5I+44.&& I. ft1" NV 12.20 . . *,: : END CONSTRUCTION. LD STA:51+I 5TA:51+I&.00 lNV 15 (HORZ 04°242k NV 14.53 I -WiftiJI 5TA:5I+I5.5 oo'~z END bOD. CASING iJ IJ\ mo I_z 0-i I. ------ SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATION j3 CONTRACT DOCUMENTS. t 140 EXCEPTIONS TAKEN D MAKE CORRECTIONS NOTED 0 AMEND - RESUBMIT L2ESU IT ATE: a e TITLE: POINSETTIA LANE OVERHEAD WIDENING CITY OF CARL55AI7. FERGUSON ENTERPRISES INC. r)F I AI F. N . C:.-.Ai - • • •• ARRONAJR.C.. NONE APPROVED: M..S. REVISEP A.V.6. MK-3,000 PATE: 02/2002 IS OD. CASIN. JN ENSINEERS REVIEH N O_j II2(b ROKklOOP AVE., HEBER, CALIFORNIA 224 -0210 PHONE (160) 352-1101 FAX (iSO) 352-1104 ITEM OTt'. DESCRIPTION A I lb" OD.PIPE x 0.656" V4ALL X 40 -0 LONG FE. X FE. (CASING). BEVEL FOR BEVEL FOR HELING I'4ELINS -40 -0 Li O/Ol/02 Ellml-aAe A11,0 on k hc REV. DATE DESCRIPTION BY LINING GOAL TAR EPDXY THKNS. I MILS TYPE G-200 SHERV4IN ILLIAMS SPEC. OAL TAR COAL EPDXY THKNS. I MILS TPE SHERIN ILLAMS G-200 SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD NIDENIN5 PROJECT City OF GorIbod. SPOOL NO. 0Th'. 33 2 SPOOL I DESCRIPTION O.D. SPOOL FE. .X FE. RI'N BY: GHK. BY: ARRONA/R.C. A.V. ORS lot, INTERNATIONAL. FABRICATORS 4 ENGINEERINc, INC. II2 ROGKk'OOO AVE. HEBER, GA. q224q-0210 PHONE (160) 352-1101 FAX (ibO) 352-1104 NOTE; 2GI&.00 SCALE: DATE: NONE 02/2002 MK-3,000 - OF ITEM OT'T'. DESCRIPTION A I O.D. PIPE X 0656' HALL X II-I 1/IS LONS PE. X PE. (CASINO). BEVEL FOR BEVEL FOR HELING' V4ELINS Il'-I REV. DATE DESCRIPTION COAL TAR LININS' EPDXY ITHKNS. I' MILS IT'rPE SHERHING ILLIAMS C-200 SPEC. COAL TAR COATIN& EPDXY THKNS. I MILS T1'PE SHERHING C-200 VILLIAMS SPEC.. GOATINS THKNS. T'(PE SPEC. POINSETTIA LANE OVERHEAD frlIENING SPOOL NO. 0Th'. 34 I PROJECT City OF CorlsbocL SPOOL ORN Y CHK. Y: ARRONA/R.C. A.V. I ,O.P. SPOOL PE. X PE (OMEsTJC) DESCRIPTION NOTE: SCALE ATE NONE 02/2002 INTERNATIONAL FABRICATORS ENSINEERIN, INC. JN= II2 ROCKOOO AVE. HEER, CA. 224-O21O 2'.0O PHONE ("bo) 52-II01 FAX (7O) 52-II04 MK-3,000 - OF ITEM OT. DESCRIPTION A I 16' O.D. PIPE X 065' V'JALL .X 40-0 LONG PE. X PE. (CASING). BEVEL FOR BEVEL FOR HELPING fr'ELP INS - ........................ ........ - ......................................... -40 -0 Z 03/01 /07- irrrckfe " Dick. Hoe or j REV. DATE DESCRIPTION BY LINING COAL TAR ox'r THKNS. I' MILS SHERVIN ILLIAMS C-200 SPEC. COAL TAR COATING THKNS. I MILS TYPE SHERIN ILLIAMS C-200 SPEC. COATING ITHKNS. ITYPE SPEC. POINSETTIA LANE OVERHEAD HIDENIN6 FROJET City OF CorI9bod. SPOOL NO. OTY. 55 2 SPOOL I O.D. SPOOL PE. . PE.(RECyCLE ) DESCRIPTION R4N CHKL7. Y: ARRONA/R.C. A.V. INTERNATIONAL FABRICATORS i ENGINEERING, INC. 1126 ROCKfr'1OO AVE. HEER, CA. 1224q-0710 PHONE (160) 52-IlOI FAX (160) 52-IlO4 NOTE: JN 2q&.00 SCALE OATE NONE 02/2002 MK-3,000 - OF ITEM OTT. . DESCRIPTION A I I O.D. PIPE )< V'ALL X II'-I /Ib LONG PE. X PE. (CASING) BEVEL FOR BEVEL FOR V4ELPING V.IELPING --------------- I /I S" REV. PATE DESCRIPTION BY COAL TAR LINING EPDXY I MIL THKNS. ' S SHERIN fr'HLLIAMS IT'1'PE C-200 SPEC. COAL TAR COATING EPDXY THKNS. I MILS SHERNIN frILLIAMS TPE C-200 SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENING SPOOL NO. OTY. 3(o PROJECT City Of CorIbod. SPOOL ORN BY CHKO. BY ARRONA/R.C. A.V. IS O.D. SPOOL PE. X PE DESCRIPTION C p l OR NOTE: CALE ATE NONE 02/2002 INTERNATIONAL FABRICATORS 4 ENGINEERING, INC.. JN= 1I2 ROCKNOOD AVE. HEBER, CA.224-O21O 25.00 PHONE (0) 352-1101 FAX (0) 352-1104 FMK-5,000 - OF IN Ic rr 7' 31 ri C 7 U ST.A:5O+24.4 GIN C.A5IN. 5TA:50+2.00 CL EL= 1b.I4 rn rn Ui -ci 0 11 r ni -rn 0 H 1 > 5TA:50+4& I& CL .L?7g,00 > - rp -4 I - rd t_- UI ZQ QZj \\/ Uth>J i --\ ;llII N cjtp tft — F h1±:LL : _ r --- -T Jz i'- z > APi I th I UI 0 O ZL) Z 0 -AO zc< Ill — r "0 —c\ . 0 LlQ 0 p 1j rn (s E!lhi c .5: £ (\l z In c > 0 III 2 0 _z u I ':5-rn 0 0j > 10 0 * -U "p In C' 7 STA:5O+.3& CL L=1.14 L STA: 51+15.5q 5TA:51+I1.00 END IOD. CA5IN. CL 12 SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. REVIEW DOES NOT REUEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. I2 NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED 0 AMEND - RESUBMIT -;6k 6' REJECTED -R BY: DATE:/ 43:~~91-e ' > it NOTE: ,q 93 Gj2 g• VUELb/JC S7EL PF 4:9' Do?iEcrlc WADELL/Aj E0k1 J7A/54-/2.QmsyA /51-42 .2.(Lw(A');4pJ, P sm;,--&.Oo '12, TA: 36 4-46'.33 . (Luicj. "C ') 95 KE(-Y'aEb LuA7L L/ki FIaO/4 STA ,4*+ôgO 71' T,4.4+f4Z,, (L,jL,4).A.JD T-,a)s'i !gTA:(-+OO,°6 16 1,i+00.01) (Li'j "J ENGINEERS REVIEW: I TITLE: POINSETTIA LANE OVERHEAD HIENING CITY OF CARLSAP. FERGUSON ENTERPRISES INC SCALE NONE DREW: ARRONA.G. APPROVED: M.B.S. REVI5E: A.V8. -4.,000. DATE: DATE: 1/200 - JN= 2o. a cT O /V GINEC9" 1126 R0GKOQp AVE., HE8ER CALIFORNIA q224q-0210 PHONE (160) 352-1101 FAX (160) 352-1104 ITEM 0T(. DESCRIPTION A" I &' PIPE, & 5/5" O.D. X 10 GA. HALL II-& I3/I' LONG FE. X FE. S &" 450 -EtL L.R. 5TO V4T. — C I & PIPE, & 5 O.D. X JO GA. MALL X II 1/2 LONG FE. X FE. I /4 FL THK X J<-.2& I/4'LON6 HELOEO SELL. ROLLED TO & 3/4' I.D. 4cPJoTE.! A S3 6-,Z"D" t,4)E.LDuJ& StF Fire. 2" 1/4 el/2"' CcUPLII'].. ELI2 SELL DETAIL EPDXY COALTAR EFOX'( I, MILS SHERV4IN V.ILLIAMS 121 -1 I/I&' 450 PRIMER 2" I7 P REV. DATE DESCRIPTION LINING CEMENT THKNS. /4 TI'PE II SPEC. AHfr4A C-205 COATING CEMENT THKNS. 3/4 T1'FE II SPEC. AHV4A C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD kIIENING PROJECT 5POOL NO. OTY. C.ity OF Corlsboci. 19 SPOOL &'L450 ELL FE X 6. ORIALN SY CNKO. Y DESCRIPTION ARRONA/R.C. A.V. NOTE:5r-ALE: ATE INTERNATIONAL FABRICATORS 4 ENGINEERIN& INC.. JNqO NONE 11/2001 C 1126 ROCKHOOD AVE. HEE. CA. q224-O2-10 RPELYLD PHONE ('760) 352-1101 FAX (160) 352-1104 MK-4,000A - OF - ITEM GT. DESCRIPTION A I PIPE, & 5/&" O.. X 10 GA. HALL X 5-3 3/4' LONG FE. X FE. 5 I a' FLG CLASS "E" FLAT FACE SLIP-ON & I3/I" I.D. A 5 9 e.R."S" UL.tiftJ& STEEL. PiPE. .OALTAR EPDX( frflLS SHER: r1 IN HILLIAS PRIMER - PRIMER L SI/U 5-4 1/411 REV. DATE DESCRIPTION J LINING CEMENT ITHKNS. /4' T'(PE I I SPEC. AV4HA .-205 COATING COALTAR EPDXY JTHKNS I MILS T'PE SHERIN V41LLIAM5 SPEC. COATING JTHKNS. T'(PE SPEC. PROJECT POINSETTIA LANE OVERHEAD V41DENIN5 SPOOL NO. OTY. City OF c.orisc. 20 I SPOOL a SPOOL FE. X FLG.. DRAN BY: C-HK. BY DESCRIPTION ARRONA/R.C. A.V. I NOTE. Sc-ALE: DATE: NONE 11/2001 I INTERNATIONAL FABRICATORS I ENGINEERING, INC.JN2q.Oo 1126 ROC-Kk4OO' AVE. HESER, CA. 224q-02-10 PHONE 160) 352-1101 FAX ('760) 352-1104 rRLcrcL1D MK-4,000A - 0F ITEM OTY. - DESCRIPTION A I &' PIPE, & 5/&" O.D. X 10 GA. fr.IALL X 35'-1 /I' LONG FE. X FE. & FLG CLASS "E' FLAT FACE SLIP-ON & I3/16' I.D. C I 1/4 FL. THK X 3" X 2 1/4" LONG ELE SELL. ROLLED TO & 3/4'W. .NOTE A53 6r2-'' I6YEL D/i¼JiSTEEL_ P1 PR I ME R () COALTAR EPDXY T 17-Ib MILS SHERIN VIILLIAMS C / ,—FRIMER 5 -4 /" 2 '— /I " 6 1/" 1/4 HELD BELL DETAIL REV. DATE DESCRIPTION LINING CEMENT THKNS. 1/4" TYPE II SPEC. AHV'IA C-205 COATING C.OALTAR EPDX'r THKNS. l(o MILS TYPE SHERIN V'ILLIAMS SPEC. ANNA C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIPENINS FRQJECT SPOOL NO. 01','. City OF CorIbod. 2.1 SPOOL DESCRIPTION &" SPOOL FLG. X Rfr'IN BY BY A.V. ARRONA/R.C. NOTE: SCALE DATE: NONE 1/2001 - INTERNATIONAL FABRICATORS 4 ENGINEERING, INC.. JN8 it 1126 ROCKWOOD AVE. )-ESER. CA. q224-0210 PHONE Ciba) 32tlOI FAX 060) 352'-1104 MK-4,000A - OF ITEM S DESCRIPTION A S' PIPE, S 5/5 O.D. X 10 GA. HALL X 15-10 1/16" LONG FE. X FE. B I /4' PL-ThK X 3' X 25 /4 L-ONGJELEBELL. ROLLED TO & 3/4" I.D. ØO; A 53 £UELbgii6r STEEL fairE. PJMER I I PRIMER Fil/:22-- PqELD BELL DETAIL REV. DATE DESCRIPTION LINING CEMENT THKNS. 1/4" TTPE II SPEC. AN NA C-205 COATING CEMENT THKNS. 3/4" TT'PE II SPEC. ANNA C-205 COATING THKNS. T'(FE SPEC. POINSETTIA LANE OVERHEAD I'4IENIN6 PR.OJET SPOOL NO. OTY. City OF Corlsbod. 2.2. SPOOL - & SPOOL FE. X RN BY C.HK. BY DESCRIPTION ARR0NA/R.. A.V. pl 0 RS NOTE: SCALE: DATE: NONE 11/2001 INTERNATIONAL FABRICATORS d ENGINEERING, INC. jqg o II2(o ROCKV400D AVE. HEBER, CA. 224q-0210 PHONE 00) 352-1101 FAX (lbO) 352-1104 ffRECYCLED MK-4,000A - OF Al FNC ITEM GT. DESCRIPTION A I PIPE, ,5 5/5" O.D. X IC GA. HALL X 12'-q 3/I' LONG E. X PE. 'N o-r; A 5 3 cg 8" VuDUss( STEEL PIPE. PRIMER TRANSITION f=L(5. GOAL TAR EPDX'r I MILS SHERHIN HILLIAMS _ _ _ _'•_ _ _ ___ 12 I-ci 5116 11 REV. DATE J DESCRIPTION Ef' LINING CEMENT THKNS. /4' IT1'PE II SPEC. AHHA G-205 COATING CEMENT THKNS. 3/4 T'T'PE II SPEC. AHHA G-205 COATING THKNS. T'(PE SPEC. POINSETTIA LANE OVERHEAD V41DENIN6 FR.OJECT City OF C.orIbocL SPOOL NO. OTY. 2.4 I SPOOL DESCRIPTION &' SPOOL PE. X PE. RP4N BY: C.HK. BY: ARRONA/R.C. A.V. V C I INTERNATIONAL FABRICATORS ENINEERIN, INC. 112(oR0C.KHO0 AVE. HEBER, .A. 224 -0210 PHONE O) 352-1101 FAX 0) 352-1104 NOTE: JN1Lo I [WE 'C." SCALE: DATE: NONE 1/2001 MK-4,000A - OF ITEM QTY. DESCRIPTION A I 12" FLG .LASS "E° FLAT FACE, SLIP ON BORED TO 12 I5/I° ID. I 2° PIPE, 12 3/4" O' X 1/4" HALL X 11 1 /2" LONG FE X FE C. I 12 3/4"\W X & 5/9>" Off X 1 /4" HALL X &" LONG C.ONC. R.ED. I 5" PIPE, /&" O) X 10 GA frALL X 2-1/2" LONG FE X FE E I &" FLG. CLASS "E" FLAT FACE, SLIP ON. BORED TO & I3/I" I. *PJ81E A53 &R '&" ) Ei.bi iv& S-rEx L f I r £ re - 14 12 REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.Ak1A 0-205 COATING CEMENT THKNS. 3/4" TYPE II SPEC.Ak'fr4A C.-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD fr4IENING PROJECT SPOOL NO. QTY. City of crIbd. 2.5 I SPOOL DRWN BY: CHKD BY: ARRONA M. E3. S. DESCRIPTION 12'X&" REDUCER. FLS. X FLO INTERNA11ONAL FABRICATORS & ENGINEERING, INC. NOTE: JN=210. SCALE DATE NONE OCT.-01 A -v_ ,. Wi P. T1l'.1'S' I.-' ' 1126 ROCKW000 AVE. HEBER. CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 S Dot)LSTIC LIAJ€ .4' ITEM OTY. ESC.RIPTION A I " PIPE, & 5/5" O.D . X 10'6A. HALL X 23-4" LONG FE. )< FE. 5" FLG CLASS "E" FLAT FACE SLIP-ON S I3/I"I. -- KMôr: A 53 WIELZI146 STEEL riCE - TRANSITION CFLG COALTAR EPDXY /I& MILS SHERIN PqILLIAM5 A E3 PRIMER 22-50- - - I 22-5 /2' 1/2" REV. _DATE BY CEMENT LININGC.EMENTITHKNS._1/4'__TYPEII SPEC.. ANNA C.-205 SPEC., ANNA C.-205 COATIN6 JTHKNS. GOATINGC.EMENTJTHKNS.3/4'__TYPEII _TYPE SPEC.. POINSETTIA LANE OVERHEAD kIENIN& FROJEC.T SPOOLNO. 'OTY. City OF CorIbo. I SPOOL 5" SPOOL PE. X PE. RN Y: CHK.SY: ESC.RIPTION ARRONA/R.(. A.V. NOTE: SCALE DATE: NONE 11/2001 INTERNATIONAL FABRICATORS 4 ENGINEERIN INC. IJN= 9LOO 1126 ROCK fr'IOO' AVE. HEER, CA. 224q-0210 I PHONE ("760) 352-1101 FAX ('760) 352-1104 (DOMESTIC MK-4,000B - OF 'A" L&!E N ITEM OTY'. DESCRIPTION A I & PIPE; & 5/5 O.D. X 10 GA. MALL X 1/2" LONG PE. X PE. - B - .Pf Fl ("J AC, ' F=I AT F=Alr= Ct kJOYE. A £7 cia.,." " k)1,Lb,A), ..S7L PIP E . PRIMER TRANSITION CPLS. COALTAR EPDXY' HILLIAM _______2& REV. J DATE DESCRIPTION BY' LINING CEMENT ITHKNS. /4 TYPE II SPEC.. AV4V4A C.-205 COATING COALTAR EPDXY THKNS. 16 MILS TYPE SHERIN HILLIAMS SPEC.. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIPENIN PROJECT SPOOL NO. QTY. City Of COrISO. . 27 I SPOOL S SPOOL PE. X PE. RN Y: GI4K0. DESCRIPTION ARRONA/R.C. A.V. 1ORS NOTE: SCALE: DATE: NONE 11/2001 INTERNATIONAL FABRICATORS 4 ENGINEERING INC. 1126 WCKHOO' AVE. HE6ER, CA. 1224l-0210 - PHONE (70) 52-II0I FAX (160) 352-1104 810MLSTIC MK-4,000B - OF "C" LIPJE 'ITEM' QTY. I DESCRIPTION A I 12" FL& CLASS "E° FLAT FACE, SLIP ONBORED TO 12 /I" ID. I 12" PIPE, 12 3/4" OP X 1/4" 'MALL X 111/2" LONG FE X FE C I 12 3/4"\OP X 5/5 W X 1/4" HALL X &" LONG CONG REP P I " FIFE,5/" OP X 10 GA 4ALL X:2-1/2" LONG FE X FE E I &" FLG CLASS "E" FLAT FACE, SLIP ON BORED TO & I3/1" ID. -k NOTE A 53 4 "B" 0ELb1AJ& SrEEL. Pir Tat& `7 it. 12" - p iIi REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AUA1A 0-205 COATING CEMENT THKNS. 3/4" TYPE II SPEC.AhA 0-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD KDENIN& SPOOL NO. I QTY. PROJECT City of Carlsbad. 28 I SPOOL ORWN BY: CHICO BY: DESCRIPTION 12'X&" REUGER. FLS. >< FL' ARRONA .S. S. M.5 . INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: [JNZ'12,.c SCALE DATE NONE OCT.-01 MK 4,000-.5 OF 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 4 ITEM OTY. DESCRIPTION A I PIPE, Is" O.D. X .5'THK. MALL X'- I/b' LONG PE, X FE. BEVEL FoP... BEVEL 1C- kL -I I - J/II REV. DATE DESCRIPTION J LININS C.OALTAR EPDXY 'THKNS. I MILS ITYPE SHERV4IN HILLIAMS1SFEC, COATINOALTAR EPDXY THKNS. I MILS TYPE SHERHIN NILLIAMS SPEC. COATING THKNS. ITYPE SPEC. POINSETTIA LANE OVERHEAD NIVENINO FROJET OF CorIbod. SPOOL NO. OTY. SPOOL I' DESCRIPTION O. SPOOL FE. X FE. (CA(N HN BY:C.HK. BY: ARRONA/R.. A.V. INTERNATIONAL FABRICATORS a ENGINEERING INC. 112 ROCKHOOD AVE. HESER, CA. 224-020 PHONE (10) 352-1101 FAX (lbo) 352-1104 NOTE: JNg 14" CA 5 M6 Df RECYCLED LINE "A" I -- 51-ALE: ATE NONE 11/2001 MK-41000A - OF TITEM OTT. DESCRIPTION A I 4 PIPE, 16" O.D. X .65THK. HALL X 1/9)"LONS PE. X PE. 2VLL FOE. VL A)TLDIkI( Mi ELD I If ( ) REV. DATE DESCRIPTION BY LINING C.OALTAR EPDXY ITHKNS. I MILS ITYPE .SHERHIN HILLIAMS SPECS. GOATINGOALTAR EPDXYTHKNS. I MILS TPE SHERHIN HILLIAMS SPEC. COATING THKNS. T'PE SPEC. POINSETTIA LANE OVERHEAD HUENING PROJECT City OF Corlsbod. SPOOL NO. OTY. 30 I SPOOL 16' O.D. SPOOL PE. X PE. DESCRIPTION ) R4N BY CHKO. BY ARRONA/R.(. A.V. ('4 CFNt S INTERNATIONAL FABRICATORS 4 ENINEERIN, INC. 1126 ROCK4OOP AVE. HEBER, CA. q224q -0210 PHONE ('160) 352-1101 FAX (160) 352-1104 NOTE: I A5IN6 OF Poll E.STI LUJEStA SCALE DATE: NONE 11/2001 MK-4,000E - OF ITEM GTr. . DESCRIPTION . A I 4 PIPE, I O.D . X h5THK. V4ALL X 2&- /I LONS FE. X FE. E'EVL t:OI REVEL 7 -Or .10 ELD/N& kJELD iiJ( REV. DATE DESCRIPTION E3r - LININ& COALTAR EFOX( ITHKNS. 16 MILS ITYPE SHERHIN V4ILLIAMS SPEC. OATINOALTAR EPDXjTHKNS. IS MILS jTYPE SHERHIN VILLIAMS SPEC. COATING THKNS. IT'1'PE SPEC.. PROJET POINSETTIA LANE OVERHEAD' V41DENIN6 Citq OF CorIbod. SPOOL NO. IQT. 31 I SPOOL DESCRIPTION IS" Q.. SPOOL FE. X FE. (CAI DRHN 'CHK. SY_ ARRONA/R.4 A.V. - -Gl Wt"IJI.JE. INTERNATIONAL FABRICATORS I ENGINEERING, INC.. 112b ROCKfr4000 AVE. HESER, CA. 224q-0210 PHONE (0) 352-1101 FAX (o) 352-1104 NOTE: I+"CAsIg& O Ljc9 "C" SCALE: IDATE: NONE 11/2001 MK-4,000A - OF ITEM OTY. DESCRIPTION A I 4' PIPE, lb O.D. X .b5b"THK. V'ALL X 2&'- I/lb LONG PE. X PE. bL.vi. POL EVEL FOR 1 PJELDIA/4' LIJELO I,,J REV. DATE DESCRIPTION BY LINING C.OALTAR EPDXY ITHKNS. lb MILS TYPE 5HERI'41N fr'BLLIAMS SPEC. COATING WALTAR EPDXY THKNS. lb MILS TYPE SHERIN KLLIAMS SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V41DENINS PROJECT SPOOL NO. QTY. City OF C.orl5bcid. 32. SPOOL lb' O.D.SPOOL PE. X FE. ICASIJ) OR4N CHK.Y DESCRIPTION ARRONA/R.C. A.V. NOTE: SCALE: ATE NONE 11/2001 INTERNATIONAL FABRICATORS 4 ENGINEERING, INC. JN=Zg.O JJ 1I2 ROCKNOOD AVE. HEER. CA. q224-0210 PHONE (IbO) 352-1101 FAX (ibO) 352-1104 osi,c MK-4,000B - OF ILNE C" .66 q,. *5TAI5+22.04 SINCASIN t.Ji STA:44+22i2* - . BEGIN CASING, Lp 1.411.: .1.i '. L1i•; 5TA:15+42.62 .:—..STA:44+42b6 ________ END CON5TRUCTI ON NO CON STRUCTION EXISTING BRIDGE .T.• 0+00.00 STA:O+OO.00 _____ IN GONTRUCTION .. ..• SGIN CONSTRUCTION Lp BEG _ _- <:' \0 rn STA: O+bO.00 z I (VER:O2°OIO -4 , 0 ni - > J 0 I , 'I z Lo 41 rn 111 - rum > 66 END CASINCv -o 1' 5TA:30+43 END CONSTRUCTION 12X' CON. REDUCER z -I 0 ni I -.--.-.----.----.-.---....--.--,I----...--- rp > STA: '<VER II I STA:r,0+3q.5S* END CASING 5TA:44+05.00 > ' STEEL TO PVC. TRANSITION C.PLG. BEGIN CONSTRUCTION STA:O+O.00 INV:11.00 <VER:O2°OIO '$3 I 5TA:44+20.I4 L INV:12.& ( VER:02001125 <HRZ:45°OOOO" i5 5TA:44+22.12* I BEGIN CASING H .•. o -; I 5: Ln --© ri =+ 4-LD •fl I .....;.. < <HOR:22°000" I 5TA44+426 END CONSTRUCT ION EXISTING BRIDGE STA:+oo.00 STEEL TO PVC. .:::• :• . . TRANSITION C.PLG. STA:O+OO.00 . . . .•• END CONSTRUCTION INV12.20 ...:'.•i - BEGIN CONSTRUCTION Ti_n — :.H flu •••••••••• -' < ( >• .QL ... - 0 7c;cl3 Z al o o Z Z >: !j rn .. - C' o C' r ni 1flU Z rn ç Al ;;-> (\r z (.zz (1fl 'J ni "'0 > 0 WI -T - n1 0> 20 Cl o c3 -I ni • C' -u -( I- • C' r Ct' ni ri ci C' I Ill C' -I rn r I rtl III 0 z -o ot ni j l c ocS I —ci I> STAO+3.5&* END CASING —ci STAO+O.00 'U INV:71.00 I -! (VER:02°0I30" .0, SIMON 'WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form 'Project #INaine: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #21B - I Descripton: AC. Mix Design J Date: 3/15/02 Comments: 1- The 44" _mix design _is_acceptable for the base course_(B_AR400). The gradation of the W' mix design does -not meet the requirements of C2-AR4000 of the 2000_Greenbook_Section 203-.4-_Please re_submit_a_mix design far- the_surfaee'eourse that meets the _requirementof Section 203_67 No exceptions taken. No Exceptions Taken 0 Amend and Resubmit 0 Make Corrections Noted 0 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Mad— Checked By: Date: - /0Z_ 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 HERZOG CONTRACTING CORP. 131 P.O. Box 2510 - Shop Drawing Transmittal Form San Diego, CA 92051 Date: February 28, 2002 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad 1635 Faraday Ave Attn: Mark Plotnikiewicz Carlsbad, CA 92008 Construction MF Lm sFc-rol2 Submittal No 021 B This is an Original This is a Revision of Submittal .no Submittal No.: 21 Subject of Submittal: AC Mix Design Specification Section(s): 203-6 Plan Sheet Numbers(s): N.A. COPIES DATE NO. DESRIPTION 3 1/02 AC Mix Design 1/2' max medium (Surface Coarse) as proded by Hansen I Contractors Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the - following deviations: s Authorized nature: Thomas T.Beutler, Project Manager 3-c0- 1'Yf7 1q}iO) OW T3A5TO3aliwH rno FUT - 'yg \U&4R :1sO cmaj nM t'tn1 nInbW bt1igiO It) \tO :oT oil 'A '*b&i2 I'M bkthis3 110 yhO &OAO dih evA abmzi ece; 3O . bzfths 4iM :'fl/\ no'wnt o wU, v- I TtripnO m e -,,,,,IT )ci Ithrdud C. n kThrdu2 iin~af,Q .M OA k 1.14 :(iru4 OSr18rSIq 1o1Tqj3a .O4 FrrAa L t -?3 r - -__- .- ..—.------.-----.------------- - - - - 4-.—. .- - _________ -;Ied () x (A) riH st qnoz brs cI3 :noiieO ?co) n0I13uli!1C) tc ui.i q!up3 .rri ci y1H' bn; i'I i ViVf AV rnj Vr1 10 fli b-3RL-,aqF aril 1' tmor IwItirridua et ¶1 on iiiw n4 hr is-FqL iJYoO ,riritzoc1 b&;o3 riou-Jno 10 ?i qkip thsn a'tt iit yhh Irtb n bivn evr! tW (I) 10 Vi QflIo ttlEn up es 1c iwn 1tirdua irJ .0Mirtcoo ()ubco'q jjJç .ii;R uictnenoO hi eqe n bn3r.)O ,muoG ?r) rfl ;uJLn xl1uA -r3 V :.. ,.-.------.---- ieriaM 01q ixrfl P.O. Box 2425, Riverside. Ca. 92516-2425 Office: (909) 686-8613 Jj/ 1C4, LtJtJL 10.41 0OOOJ.L /..uir4I r-,u. .n. FACSIMILE To: Herzog Contracting Corp. From: Barbara A. Bailey Attn: Mr. Thomas Beutler # Sheets Including Cover: 3 Fax: 760 966-0900 Date: 3fl412002 Phone 760 966-0600 Subject: Mix Design Re-Submittal I Z Urgent El For Review 0 Please Comment El Please Reply Please Process COMMENTS: I have attached new A.C. Mix Designs for the City of Carlsbad project #3551, Poinsettia Lane Widening. Thank Barbara A. Bailey (909) 686-8613 ext. 15 General Fax No: (909) 686-9011 Contracts / Estimating Fax No: (909) 6864532 MR 14 '82 10:52 909 686 9532 PGE01 O.4( O O Z L .1 .L J ))t) *'O. IV t)% OUO I U IU'I ItJUU Hanson Asp1i1t Concrete Cociorm&nceReport .1anuml 2002 HANSON AGGREGATES - SAN MARCOS PLANT ASPHALT CONCRETE MDC DESIGN Srnudd Speicatious for Public Works Construction CrEtea Book Section 203-6 112"Dense Medium C2 .--=.-= . _________________ Sample No #1- Bin % Us 43% ---- #2-Bin 40%j .- W3 - 1th 15% 44 -.Bin 0% M.F. 20/4 _________________ Combined Gradation _____________ Specification De Med. CZ - See 203-6 Sieve Size Size 100 100 100 84 100 100 100 100 77 100112"- 7 100 - 917 95-100 - 3/8" 100 - 93 13 2 100 84 -72-88 -- #4 100 - 30 2 - 100 57 46-60 #8 82 5 - 100 = 39 28-42 - #16 - 57 100 27 • _____ #30 40 100 19 - 15-27 25 100 - 13 10-20 #100 13 99 8 #200 (Wash) 7.9 .r 153.7 1. 99 1 5.4 2-7 - 3% - 5% Hvem Deusiiy - [71 pci CA 366 --- Max- Theo. 4J% An Voids Sand Equivalent 64 CA 217 50 tvfln. - % Crushed 99.7 CA 205 25 Min. Moisture Vapor 33 CA 307 2 F Mn. Snipping Noue CA 302 25% Max. LA Rattler 100 Ret'. j5O0Rev. 3.6% CA 211 16.8% 45M3.%. Swell 0.014 CA 305 0.030 Max. veem Stability, - 38 CA 366 — 33 Min,-- Recommended use of 5 .2 Asphalt by Dry Weight of Aggregate Note: The manum density should be verified on the date of atua1 production or When the tst strip is placed. tw e Robert Piceno QC/QA Technical Services IA IM ) i:S2 989 686 8532 PI3E.83 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal 90 2-I1 Description: A.C. Mix Design Date: 3/5/02 Comments: The %" mix design is acceptable for the base course (B-AR400). The gradation of the Y2" mix design does not meet the requirements of C2-AR4000 of the 2000 Greenbook Section 203-6. Please re-submit a mix design for the surface course that meets the requirements of Section 203-6. LI No Exceptions Taken Amend and Resubmit LI Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: 7 A h— Date:__________ 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 HERZOG CONTRACTING CORP. 121 P.O. Box 2510 Shop Drawinglransmittal Form San Diego, CA 92051 Date: February 28, 2002 Project Name: Poinsettia Lane To: City of Carlsbad Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manaaer Submittal No 021 This is an Original This Is a Revision of Submittal Submittal No.: N.A. Subject of Submittal: AC Mix Design Specification Section(s): 203-6 Plan Sheet Numbers(s): N.A. COPIES DATE [NO. DESRIPTION 3 1/02 AC Mix Design 1/2" max medium as provided by Hansen 3 1/02 ACMbiDesign3/4"max medium provided byHansen Contractors Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' procedure(s) contained in this submittal meet all the reguirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no eeptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: es Authorized Sign Thomas T.Beutler, Project Manager ucjA &g Cos Cl —A4OOO - '. _..,'t'.. .-', 0 •_,0. ioqcj OW 'vzr4 yJ btLirq A z rrbi rn t fl(j xM 3 i&if Id biq z3 rctrn M )A R?OJ OL T3A TiO3 0 woa o. OS ,€S ynrR :sJCJ cjeO n2 J :emI Q11t(!9h'N Lintevo 11-o oY t'A bthBO !o •j EOD AD .hd1 i 830, 0 "2 AO wiss MLM r'A s -M Io no49 t., el MT l&iD r i WIT Q oi imCL :.oi cftimdu AM _____________ ernu4 tr1 riIc :()noiJ3 riibqe wosc (B) ,o (A) irJi rqo bn&; :oc1.) :r2cili) omirtc.) ic n .tcitcrt - flisiJ 1c bs 1i;eb ni bwv: tV311 9W 'A "OrL '0 i 3cc &Qi: ttu rI r brvt cr C1 rt4w t1Bi U3:) X1S nc ItZYOO ,ein9n!L'330 binnoD crit ac'os(o ic ir!qJr i3m sla !rU tth bns !rb n o'sri eW (3) rc iwo a fl ntti erft i t..rti sflin1du2 aki cti britno3 ()siuho an1 toiui1ic3 bn n;hsiBnoD inimooCJ 1m1o3 rf tenoi1hA 1oh11fO rr.M j0Q .ieDu8.T mmuill 02/22/2002 14:05 FAX 858 715 5601 HANSON SALES E003 mHnson Janaury 2002 Hanson Aggregates Pacific Southwest, Im_ SAN MARCOS PLANT ASPHALT CONCRETE MIX DESIGN State of California Standard Specifications Section 39 19mm (3/4") Maximum Medium PHYSICAL ?ROPERTtES OF ASPHALT CONCRETE Bin No. 1 - - 2 3 4 Mineral Filler Combined Grading State of California Specifications -Standard %Used 42 28 17 11 2 Sieve Size S.E= 64 C.V. = 77 C.V. = 79 1" 100 100 0 100 100 3/4" 100 84 100 98 95-100 8710 1/2" 100 83 9 100 87 c) - 7O7 3/8" 93 13 2 1.00 72 0 65-80 SS-7 44 100 26 2 [00 51 0 K 46-56(x=51) 3S-Si #8 80 4 100 - 36 ot' 34-44(x=39) 2Z-4c' 416 55 100 25 - #30 39 100 18 09 14-24(x=19) #50 25 100 - 12 c - S- ( #100 15 99 8 - 4200 9.6 • 99 6.0 O K. 3-8 O7 ______ ______ Recommended Asphalt Content (D.W.A) 5.1% 42 Unit Weight 147.5 pç Maximum Theoretical Unit Weight 155.8 Air Voids 4.4 H'veern Stability (35 Minimum) Note: The maximum density should be verified on the dare or actual production or when the test strip is placed Reviewed By: U L_ Robert Nceno QC/QA Technical Services 11 D 'fXD 1AI7 OD OI , -! 02 /2 2/2002 14:05 FAX 858 715 5601 HANSON SALES 0002 RNA BAR Hanson Jaxaury 2002 Hanson Aggregates Pacific Southwest, inc. SAN MARCOS PLANT ASPHALT CONCRETE MIX DESIGN State of California Standard Specifications Section 39 12.5mm (1/2") Maximum Medium PHYSICAL PROPERTIES OF ASPHALT CONCRETE Bin No: 1 2 3 4 Mineral Filler Combined Grading State of California Standard Specification. %Used 51 32 15 - 0 2 ( Cl Sieve Size S.E.= 64 C.V. =77 C.V. =79 314" )OO $0"- 100 - 100 - OK 100 100 1 112" 100 log 93-to..J6 100 - 97 or- 95-100 318" 93 1hoo 13 2o or 100 85 or- 80-95 72-53 #4 ott. 100 M OK 30 Rso 2 O. 100 63 N. 6. 57-67 (x = 62) 4-(,,e #8 O- 82 O S o'tg 100 4 kJ., 41-51 (x=46) 29-42— #16 57 100 31 - I #30 39 100 22 OK 19-29(x24) 15-27 #50 24 100 15 01C 10-7-0 #100 13 99 9 - #200 1 Qj, 90 H) -•. 99 6.9 10K 3-8 7 Recommended Asphalt Content (D-W-A) 5.3% 33 Unit Weight - 1475 Maximum Theoretical Unit Weight 153.4 pcf Air Voids 39 liveem Stability (35 Minimum) 40 'Note: The maximum density should be verified on the date of actual production or when the test strip is placed- Reviewed By: Q t L Rerc Pceio QC/QA Technical Services SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #13B I Description: Domestic and Reclaimed Waterline I Date: 2/27/02 Comments: 1. See attached letter and drawings for comments. LI No Exceptions Taken Amend and Resubmit Make Corrections Noted Lii Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: M16& Date: 2-Z7- o 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 FONSETTIA LANE OVERHEAD VIENINS it Of CorIsbo. IJe POINSETTIA LANE OVERHEAD IENIN& City OF Carlsbad. DOMESTIC.- RECYCLED 1ATER LINE"A-C," AND 14 CASINO LINE. 5TA:50+2.00 *CL EL:.25 STA50+24.4 \ ' SEIN C.A5IN .i ! > LI Li ..11 S l,l ' ll Ii STA 20+2235 *GL EL:.251 STA: 20+2.&I BEGIN CASING I U' -I C' tp 133 r rn —u' z3-i -iQ m STA:20+q5. -- <VR:00020 -J o LI 0 0 - I-il ' Oil I-ci — 5TA:21+I4.q4 END C-ASIN 5TA:2I+I35 F- * CL EL:15.qo CL EL:-75.q5 VER:00°2041 TA5I+l5.5 END CASING 5TA:51+I7.00 IEC.L EL -15.qo ci > STA:50+4&. $ECL EL: *76.55 VER:00042I5 STA:50+4.I \}: 4" VIA. HOLE IN ••'I'lP• TOP OF C.ASlN III SEE C.ETAIL P-I 5TA:20+45.53 *CL EL:35 <VER:00°42O" A: 20+45.5 4" PIA. HOLE IN TOP OF C.ASIN SEE DETAIL P-I 1 H7PI< 0 H' g' 3'> z••I 0 z' 0 :• g'j ci Zfli rm z (\r mr • LC 0rn z ni > 23 - 0111 0> nZ rn I " L 5TA:I5+42.2 — END CONSTRUCTION . .... .- EXISTINS SRIGE *STA: 5+22.04 GIN CASING 5TA:44+20.14* '<VER:02°01125" 1TA:44+22.2* SEGIN CASING - ; — CONSTRUCTION STA60+&5 c3ç - rnu ry ?—u z rn! cj Z -1 >:; çr -1-i -> rnni .c 0rn -ç _U> c3 cJ 0 ll?zo, 770 rA: 15+14.45 * I- "EST VAULT tb ___________ 12 2-I 4 x Ui 22'-&'4 z M 0 P0 C4 0 dA ld~ uj CONT. ABOVE 25'-II' I4'-I3fo" 25'-IO5(b' 0 0 + Otr) 000 UJ.fl) <I__Ui <0 I_I I-, tfl-uj 5', RECYCLED HATER LINE "A-C' FRO I LE OTE: - PLEASE CHECK DIMENSION POINSETTIA LANE OVERHEAD HIENIN. City Of Carlsbad, 'onter,t 5' F;ZEC(CLED HATER LINE "A-C" PROFILE STA: 15+12.66 INV:12.&2 SEIN CONSTRUCTION 5TA:15+I4.45 4 NV:12.q 5 K); < HRZ:220 000' DEC71N CA5IN' INV:72.& END CONSTRUCTION EXISTING BRIE STA 0+00 .00 INV:72.20 BEGIN CONSTRUCTION TA:0+.Se'* END CASINO -c3 > O R GJNE II26 ROGKfr'10012 AVE.. EN&NEERS REVIE4 TITLE: POINSETTIA LANE OVERHEAD NIIENINS CITY OF C.ARL58A. FERSUSON ENTERPRISES INC. I7REk4 ARRONA/R.G. SCALE N 0 N E HE3ER, CALIFORNIA q224q-0210 PHONE (160) 352-1101 FAX (iSO) 352-1104 J APPROVED: MB.S. REVISED: A.V.B. DATE: 1112001 MK-3,000 4 4,000 .ITEM' QTY. DESCRIPTION A I 14" FIFE, Is" OP X 0b56 MALL X 40" LONG FE X FE. BEVEL FOR 4" PIA. HOLE BEVEL FOR IELPING k4EWING IcS5 I/I ol REV. DATE DESCRIPTION BY COA.. TA LINING py I THKNS. I MILS I TYPE SHERN 4ILLIAI'4S -2OO SPEC. COAL TAR COATING EPDXY J THKNS. I MILS SHERIN J-'4ILLIAMS I TYPE SPEC. — COATING J THKNS. TYPE SPEC. FOINSETTIA LANE OVERHEAD 4IPENING PROJECT City Of r'Js[,1 SPOOL NO. I QTY. I I i SPOOL - DESCRIPTION 14" SPOOL. FE. X FE DRWN BY: I CHKD BY: ARRONAI M. . S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKY)OD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: JN= 14" CA5IN LINE SCALE I DATE NONE I NOV.-01 MK 3,000- OF .ITEM* QTY. S DESCRIPTION - A I I4U FIFE, I' OD X 0h5 V4ALL X 40" LONG FE X FE. BEVEL FOR BEVEL FOR V1ELPIN fr1ELPI NG ,4QIQII REV. DATE DESCRIPTION BY COAL TAR LINING I THKNS. 6 MILS SHRING ILLIAI'1S I TYPE 0-200 SPEC. COAL TAR COATING EFox'r THKNS. 16 MILS SH RV1ING hILLIAMS I TYPE C-200 SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD I'4II7ENING PROJECT City Of rIsbod. SPOOL NO. I OTY. 2 1 I SPOOL DESCRIPTION 14" SPOOL. PE. X PE DRWN BY: CHKD BY: ARRONAI M. S. S. NOIJ 13 INTERNATIONAL FABRICATORS & ENGINEERING. INC. 1126 ROCK0D AVE.CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: UN 14" I &S5IN LINE SCALE I DATE NONE I NOV.-01 MK 3,000- OF ITEM QTY. DESCRIPTION A I 14° PIPE, Ib° OP X 0b56 HALL X I'-O I/Ib° LONG FE X FE. BEVEL FOR BEVEL FOR HELPING 4ELPIN I1i1_O I/I REV. DATE DESCRIPTION BY LINING COAI... TAR EPDXY THKNS. lb MILS TYPE S i1LLIAM5 C _200 SPEC. COAL TAR COATING THKNS. lb MILS TYPE 1'4ILLIAMS C.-200 SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD 1'4IPENING PROJECT City Of Carlsbad. SPOOL NO. I QTY. S SPOOL DESCRIPTION I4 SPOOL. FE. X FE DRWN BY: CHKD BY: ARRONAI M. 5. S. INTERNATIONAL FABRICATORS & ENGINEERING INC 1126 ROCKOD AVE.CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: 14" C.ASIN LINE' SCALE I DATE NONE I NOV.-01 MK 3•,000- OF ITEM QTY. DESCRIPTION A I 14 FIFE, 16" OD X 0.656 HALL X 40" LONE FE X FE. " PIA. HOLE BEVEL FOR REVEL FOR JAELr,>jN& T fr'1ELDINS 0 - __ - ---i 4,QIQII REV. DATE DESCRIPTION BY LINING TAR I THKNS. 16 MILS TYPE SHERJ'LIN 4ILLIAI'lS C.-200 SPEC. COAL TAR COATING I THKNS. 16 MILS TYPE 4ILLIAI.1S C-200 SPEC. - COATING J THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD HIDENINO City 0 Carlsbad. SPOOL NO. I QTY. 4 I i SPOOL - DESCRIPTION 14 SPOOL. PE. X PE DRWN BY: CHKD BY: ARRONA M. E3. S. INTERNATIONAL FABRICATORS & ENGINEERING. INC. 1126 ROCK)0D AVE. HEBER. CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: JN= 14 A5IN LINE SCALE I DATE NONE I NOV.-01 MK 3•,000- OF ITEM QTY. DESCRIPTION A I 14" FIFE, 6" OP X 0.656 HALL X 40" LONE FE X FE. BEVEL FOR BEVEL FOR ELPINC I'9E WINC REV. DATE I DESCRIPTION I BY LINING TAR THKNS. 16 MILS TYPE SHRIN6 4ILLIAt'iS C-200 SPEC. C..OAL TAR COATING pp __ THKNS. (6 MILS TYPE SER4I 4ILLIAMS 200 SPEC. - COATING THKNS. I TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD J'4IPENINS City Of orI5bod. SPOOL NO. I QTY. SPOOL DESCRIPTION 1411 SPOOL. FE. X FE DRWN BY: ( CHKD BY: ARRONAI M. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKOO AVE.14" PHONE (619) 352-1101 FAX (619) 352-1104 CA. 92249-0270 I NOTE: - LINE SCALE DATE NONE I NOV.-01 MK 3,000- OF JTE\'I QTY. DESCRIPTION A I 14" PIPE, lb' OP X 0656 V4ALL X 40" LONG FE X FE. --T BEVEL FOR BEVEL FOR k'IELPIN HELPING l'-2 1 /2 " REV. DATE DESCRIPTION BY COAL.. TAR LINING I THKNS. lb MILS TYPE SHRIN 4ILLIAMS 0_200 SPEC. COAL TAR COATING I THKNS. lb MILS TYPE SHERIN& 11LLIAMS C-200 SPEC. - COATING THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD !.A4IPENING C.ity Of Carlsbad. SPOOL NO. I Q1Y. J I SPOOL DESCRIPTION 14 SPOOL. FE. X FE ORWN BY: CHICO BY: ARRONAI M. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: .IN= 14" C.A5IN LINE SCALE I DATE NONE I NOV.-01 MK 3,000- OF pj o ENSJNEERS REVIEW: TITLE: POINSETTIA LANE OVERHEADNIOENIN9 CITY OF CARLSAP. CONTRACTOR: FERSUSON ENTERPRISES INC. ARRON.G SALE NONE 26 ROC.KI-400I AVE., APPROVED: M.B.S. IEBER, CALIFORNIA q224q-0210 REVISED: A.V.B. HONE (160) 52-II0I DATE: -. MK-3,000 - 4 11/2001 AX (160) 352-1104 JNr 2" ETAIL EPDXY C.OALTAR EPC I& MILS SHER RIMER DESCRIPTION 5" PIPE, & 5/5" O.D. X 10 GA. HALL X II'-& 13/I" LONG FE. X FE. 5' 450 ELL L.R. STO NT. 5" PIPE, S 5/5" O.D. X to GA. HALL X H I/2" LONG FE. X FE. 1/4" FL THK X 3" X 25 /4' LONG A1ELOE0 SELL. ROLLED TO 5 3/4" I.D. REV. .1 DATE J DESCRIPTION I LINING CEMENT JTHKNS. /4" Irr'PE I I SPEC., ANNA C.-205 - COATING CEMENT THKNS. 3/4" ITYFE II SPEC. ANNA C-205 COATING THKNS. TYPE SPEC.. POINSETTIA LANE OVERHEAD V1IENIN6 PROJECT SPOOL NO. QTY. City OF Carlsbad. I I. SPOOL 5' 45° ELL FE X HE.OESCRIPTION RN CHK. Y ARRONA/R.C. A.V. p,I OR. 'NOTE: C.ALE: _________ NONE II/20 INTERNATIONAL FABRICATORS 4 ENGINEERING INC.. JN= 1I2 F.0GKVOOc' AVE. HEER. GA. 11224q-02-10 PHONE ("fO) 352-1101 FAX (760) 352-1104 MK-4,000A - OF ITEM OT'(. DE5CRIPTION. A I &" PIPE, & 5/5" O.D. X 10 GA. HALL X 15-3 3/4' LONG PE. )< FE. S I S' FLG CLASS "E" FLAT FACE SLIP-ON S I3/16' I.Q. COALTAR EPDXY MILS SHER:IN V4ILLIAM5 (I PRIMER PRIMER L 15-4 1/4" REV. DATE DESCRIPTION I BY LINING CEMENT ITHKNS. 1/4" jTYPE I I SPEC. AHA G-205 COATING COALTAR EPDXY ITHKNS. I MILS ITYPE SHERIN HILLIAMS SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD 4IENIN FRQJEC.T SPOOL NO. OT. City OF Corlsbad. 2 I SPOOL 5" SPOOL FE. X FLG.. R!4N BY DESCRIPTION ARRONA/R.C. A.V. p,1OR,' NOTE: SCALE: DATE.... INTERNATIONAL FARIC.ATORS EN'INEERIN, INC.. .JN= NONE 11/2001 1126 ROCKNOOP AVE. HEER, CA. q224q-0210 PHONE (160) 52-II0I FAX (160) 32-1I04 MK-4,000A - OF ITEM OT"T'. DESCRIPTION A I &" FIFE, ,b 5/&" O.Q. X 10 GA. MALL X 35-I /I" LONG FE. X FE. B I &" FLG CLASS "E" FLAT FACE SLIP-ON & I3/I" I.D. C I /4' FL THK X 3" X 25 1/4" LONG kqELDED BELL. ROLLED TO & 3/4" I.D. PRIMER () COALTAR EPDXY T 1-Ib MILS 5HERfr1IN A1ILLIAM5 Y RIMER 21 6 54 /Il V4ELD SELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4' TYPE II SPEC. AHA C-205 COATING COALTAR EPDXY THKNS. I MILS TYPE SHERHIN V4ILLIAMS SPEC. AHfr'A C-205 COATING THKNS. T'T'FE SPEC. POINSETTIA LANE OVERHEAD kII'ENIN& PROJECT SPOOL NO. OTT'. City Of c.orlsbod. 3 I 5F0 DRI.4N BY: CHKD. BY ARR0NA/R.. A.V. DESCRIPTION &" SPOOL FLG. X VB. ç OR.S NOTE: SCALE, I DATE: INTERNATIONAL FABRICATORS 4 ENINEERIN, INC.. JN NONE 11/2001 C ' I126 ROCKOOD AVE. HESER, CA. 11224q-0210 PHONE (160) 552-1101 FAX (160) 352-1104 MK-4,000A - OF - - - ITEM OT. DESCRIPTION A I & PIPE, & 5/ O.D. X 10 GA. HALL X 2T-4" LONG PE. X PE. /4" PL THK X 3' X 2 /4' LONG MELDED SELL. ROLLED TO & 3/4' I.D. PRIMER -k-•.•-. cç2) -a- P ER - 22S'OQ" 2S.'—O /2" in 1/4 31, NELD SELL DETAIL REV. DATE J DESCRIPTION I BY LININS CEMENT THKNS. 1/4 TYPE I I SPEC. AIfr4A C-205 COATING CEMENT ITHKNS. 3/4 ITYPE II SPEC.. A&'4A C.-205 COATING THKNS. ITYPE SPEC.. POINSETTIA LANE OVERHEAD NIDENIN6 FROJET SPOOL NO. JOTY. Citq OF Carlsbad. 5 I SPOOL ORN S'f, C.HK. S ARRONA/R.(. A.V. &' 22030 ELL. FE. X NIB. NOTE: SCALE:DATE: NONE 11/2001 INTERNATIONAL FABRICATORS 4 ENcSINEERIN, INC. I JN 1126 0CKHOOc AVE. I-1ESER, C.A. 2241-0210 I PHONE (o) 352-1101 FAX (0) 352-1104 MK-4,000A - OF ITEM DESCRIPTION A 1 I &' PIPE, O.D. x to GA. HALL X 12-1 3/16 LONG PE. X PE. I PRIMER A) TRANSITION PLG. COALTAR EPDXY I 16 MILS SHERL"IIN fr4ILLIAM5 2-J 3/IS" REV. DATE DESCRIPTION IBIT, LINING CEMENT ITHKNS. 1/4 ITYPE I I SPEC. AVI1A C-205 COATING CEMENT THKNS. /4 ITYPE II SPEC. AHHA C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD VII'ENING SPOOL NO. OTY. 6 I PROJECT City OF Corlsbod. SPOOL RN 9Y GHKO. j__ ARRONA/R.. A.V. E" SPOOL PE. )< PE. DESCRIPTION P.IOR I NOTE: SCALE:I—DATE: NONE 1I/20 I INTERNATIONAL FABRICATORS ' ENSINEERING, INC. JN C II2 RO.Kfr1OO AVE. HEBER, C.A. 224q-o77o PHONE (icO) 352-1101 FAX (760) 352-1104 MK-4,000A - OF ITEM QTY. I DESCRIPTION A I 12° FLG CLASS °E" FLAT FACE, SLIP ON BORED TO 12 15/I" ID. I 12° PIPE, 12 3/4U OD X 1/4" HALL X 11 1/2° LONG FE X FE C I 12 /4" OD X & 5/5" O' X 1/4" HALL X " LONG CONC RED. " FE 5/5" O' X 10 GA frALL X 2 1/2" LONG FE X FE E I &" FLG. CLASS "E" FLAT FACE, SLIP ON. BORED TO & I/l" I. 12" —&----" REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.A1+tA 0-205 COATING CEMENT THKNS. /4" TYPE II SPEC.AiA C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD NIDENIN5 PROJECT City Of CorI5bod. SPOOL NO. QTY. 14 I SPOOL DESCRIPTION I2'X" REU.ER. FLS. X FL OWN BY: CHKD BY: ARRONA M. S. S. - --.6)NEE%"' INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKVOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: I SCALE DATE NONE OCT.Ol MK 4,0 00-B 0F ITEM OTr'. F DESCRIPTION A I " PIPE, & 5/&" O.D. X 10 GA. V4ALL X 23-4" LONG FE. )< FE. I " FLG CLASS "E" FLAT FACE SLIP-ON & I3/I" I.D. TRANSITION CPLG COALTAR EPDXY A E3 11(o MILS SHERIN VqILLIAm5 PRIMER 22-50- 22-5 1/2" 1/2" REV. DATE DESCRIPTION LINING CEMENT jTHKNS.1/4" TYPE II SPEC. ANNA C-205 COATING CEMENT ITHKNS.3/4"I TYPE U SPEC, ANNA C-205 COATING ITHKNS.ITYPE SPEC. POINSETTIA LANE OVERHEAD V'llENlNG FROJECT SPOOL NO. arT'. city OF Carlsbad. 95 I SPOOL RN .HKO.S( ARRONA/R.. A.V. &" SPOOL FE. X FE. DESCRIPTION NOTE: SC.AL ATE: NONE 11/2001 - INTERNATIONAL FABRICATORS 4 ENGINEERING, INC. II2b OCKHO0 AVE. HEER. C.A. q224q-0210 PHONE (10) 352-1101 FAX b) 352-1104 MK-4,000B - OF ITEM oi'r. DESCRIPTION A I a PIPE, & 5/5" O.D. X 10 GA. MALL X 35-' /2 LONG FE. X FE. I a FLG CLASS E' FLAT FACE SLIP-ON & IS/lb I.D. PRIMER A TRANSITION CPLG. COALTAR EPDXY Ib MILS SHERIN HILLIAMS 2& I/ REV. DATE DESCRIPTION J BY LINING CEMENT ITHKNS. 1/4" jTYPE II SPEC. ANNA C-205 COATING COALTAR EPDXY ITHKNS. lb MILS TYPE SHERIN NILLIAM5 SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V4IENING PROJECT SPOOL NO. OTY. City OF C.orl9bod. q I SPOOL DRPqN BY: CHKO. BY: ARRONA/R.. A.V. &' SPOOL PE. X PE. DESCRIPTION p,11 ORS NOTE: SCALE ATE INTERNATIONAL FABRICATORS 4 ENGINEERING, INC.. NONE 11/2001 JN 112b ROCKfr4000 AVE. HE ER, CA. q224q-0210 PHONE (-760) !352-1101 FAX (160) 352-1104 MK-4,000E - OF ITEM QTY. I DESCRIPTION A I 12" FLG CLASS "E" FLAT FACE, sLip ON SORE TO 12 I5/I" 10. I 12" PIPE, 12 /4" O' X 1/411 HALL X 111/2" LONG FE X FE I 12 /4" OD X ' 5/5" 02 X 1/4" HALL X &" LONG (0N( RED. I &" FIFE, 5/5" 0' X 10 GA fr4ALL X 2 1/2" LONG FE X FE E I &" FLG. C.LASS "E" FLAT FACE, SLIP ON. BORED TO I3/I" I. I2 I I II It_ lilt REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1 /4" TYPE II SPEC.AV4J'4A 0-205 COATING CEMENT THKNS. /4" TYPE II SPEC.Ak*iA 0-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD NIVENINry PROJECT city of Carlsbad SPOOL NO. I QTY. 10 1 I SPOOL DESCRIPTION I2'X5 REU.ER. FLS. X FLO ORWN BY: CHKO BY: ARRONA M. 8.5. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKOO AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: 1JN= SCALE DATE NONE OC..T.-OI MK 4,000-.?, OF ITEM QT. DESCRIPTION A I 14" PIPE, Is" O.D. X .5'THK. HALL X q'-, I/S' LONG PE. X PE. I/&" REV. DATE DESCRIPTION I BY LINING COALTAR EPDXT ITHKNS. I MILS iTYPE 5HERV4IN HILLIAMS SPEC. COATING r-OALTAR EPDXYTHKNS. I MILS TYPE SHERHIN HILLIAMS SPEC, COATING ITHKNS TYPE SPEC. POINSETTIA LANE OVERHEAD frflENING PRQJE,T Citg OF C.arIbod. SPOOL NO. 0Th'. II I SPOOL Is" O.D.SPOOL FE. X FE. (cAI DESCRIPTION FY4N Y C.HK. ARRONA/R.. A.V. - \c 0 , INTERNATIONAL FABRICATORS 4 1126 ROCKNOOD AVE. HEBER, A ' INC. PHONE (10) 352-1101 FAX (160) 352-1104 NOTE: .JN SCALE ATE NONE II/20011 MK-4,000A - OF ITEM I QTY. I DESCRIPTION A 1 1 14 PIPE, O.D. x .65THK. HALL X 25-S /IS' LONG FE. X FE. REV. I DATE I DESCRIPTION LINING COALTAR EPDXY ITHKNS. I' MILS 111'PE SHERk-IIN V4ILLIAM5 SPEC. COATING OALTAR EPDXY THKNS. 16 MILS ITYPE SHERHIN HILLIAMS SPEC. COATING ITHKNS TYPE SPEC. POINSETTIA LANE OVERHEAD HIVENIN6 SPOOL NO. 2 F,OJECT City or corI,bod. SPOOL RHN S ARRONA/R.. A.V. I' O.D. SPOOL FE. )< FE. (CA DESCRIPTION pl ORS NOTE: SCALE NONE 11/2001 INTERNATIONAL FABRICATORS ENGINEERING INC.. JN gN II26 ROCKHOOD AVE. HEER. CA. q224q-0770 PHONE (160) 3521191 FAX (760) 3521104 MK-4,000A - OF ITEM QTY. } -F DESCRIPTION A I 4" PIPE, IS" O.P. X .555"THK. HALL x q'- /" LONG FE. X FE. REV. j PATE J DESCRIPTION BY LINING C.OALTAR EPDXY ITHKNS. IS MILS JTYPE SHERV4IN V4ILLIAMS SPEC. COATING WALTAR EPDXYTHKNS. IS MILS ITPE SHERIN NILLIAMS SPEC. COATING ITHKNS. ITYPE SPEC. POINSETTIA LANE OVERHEAD HIENINS FOJE('-,T r-itg OF C.orl!,bcd. SPOOL NO. OTY. 13 I SPOOL IS" O.P. SPOOL FE. X FE. (cC DESCRIPTION RJ'4N CHKO. ARRONA/R.C. A.\/- CPORS r It el C4,,- EL It INTERNATIONAL INTERNATIONAL ABRIC.ATORS 4 ENGINEERINcS. INC.. 1126 ROCKHOOD AVE. HEBER, CA. 224-0210 PHONE (160) 352-1101 FAX (160) 352-1104 NOTE: NOTE: SCALE: PATE - NONE 11/2001 MK-4,00O - OF ITEM OTY. S DESCRIPTION A I 4" PIPE, lb O.D. X .656'THK. NALL X 2E- I/ LONG PE. X FE. 2S'-5 1 /t&' REV. DATE DESCRIPTION I LINING COALTAR EPDXY THKNS. lb MILS 'TYPE 5HERV4IN I'4ILLIAMS SPEC. COATING COALTAR EPDXY THKNS. lb MILS I TYPE SHERIN kqILLIAM5 SPEC. COATING jTKN5. TYPE SPEC. POINSETTIA LANE OVERHEAD NIVENIN6 PROJECT City or corioci. SPOOL NO. OTY, 14 I SPOOL lb'O.D..0 SPOOL FE. X FE. DESCRIPTION RN CHK. Y ARRONA/R.. A.V. ce~,_ -,., INTERNATIONAL FABRI.ATORS 4 ENcSINEERIN& INC I12 ROCKV4000 AVE. HEER, CA. q224q-020 PHONE (10) 352-1101 FAX (o) 352-1104 NOTE; JN= SCALE ATE' NONE 11/2001 MK-4,0OO - OF DANIEL BOYLE ENGINEERING Consulting Engineers EFEB2 FRAD CITY OF CARLSBAD February 25, 2002 5950 El Camino Real Carlsbad, CA 92008 Attention: Mr. Mark Plotnikiewicz, Construction Inspector City of Carlsbad Poinsettia Lane Road Widening Project Submittal Review - Submittal No. 13 (Resubmittal) Steel Pipe Shop Drawings and Valve Submittals We have completed our processihg of the following submittal for the subject project. Our comments are as follows: No. Copies Submittal No. Returned Description Comment 13 5 Submittal Package Amend and Resubmit The following shop drawings included in this submittal and the comment related to each component of these shop drawings are as shown below. No. Copies Description Comment 8" Recycled Waterline "B" Shop Drawings (Steel Amend and Resubmit pipe drawings inside bridge) 5 8" Domestic Waterline "B" Shop Drawings (Steel Amend and Resubmit pipe drawings inside bridge) 5 14" Casing for Domestic and Recycled Waterline Amend and Resubmit "B" Shop Drawings (Steel casing drawings inside bridge) 5 8" Domestic and Recycled Waterline "A" and "C" No Exception Taken Shop Drawings (Steel pipe and casing drawings outside bridge) 3142 Vista Way. Suite 303 Oceanside •92056 (760) 433-8710• Fax (760)433-9709 www.dboyle-eng.com CARLSBAD - Poinsettia Lane Road Widening Project, Submittal No. 13 - 2/25/02 - Page - 2 5 Ferguson Enterprises Shop Drawings: No Exception Taken PVC C900 Pipe PVC SDR 35 Pipe Type K Copper Tube C509 Gate Valves Air Release Fittings Transition Coupling Flanged Coupling Adaptor Expansion Joint Casing Insulators C900 Repair Couplings Plated Nuts and Bolts Non Asbestos Ring Gaskets The following comments are noted regarding the various Shop Drawings Domestic and Recycled Water Steel Pipe Shop Drawings Due to field changes in the bridge deck construction, the vertical alignment of the domestic and reclaimed water mains has been simplified from the vertical curve shown on the plans to a straight line alignment with a slope of -0.006. Reportedly drawings for the modified alignment were forwarded to the Contractor. The vertical alignment shown on the shop drawings reflects neither the original design alignment with the vertical curve,nor the simplified straight-line alignment. It is imperative that the pipeline and casing match the as-constructed bridge alignment. Please make sure that the pipe fabricator has the proper drawings for the modified vertical alignment in hand and have the contractor modify the vertical alignment as required to match the modified alignment prepared by the City Inspector, Mr. Mark Plotnickiewicz. Minor deviations in the horizontal alignment were noted. Presumably these deviations were made by the Contractor for his own convenience. We take no exception to these minor changes being made. However, the Contractor shall bear the expense of any field modifications which may be necessitated to accommodate any changes from the Contract Drawings which he initiates. Further, such changes shall be documented on the Record Drawings. We received 6 copies of Resubmittal Number 13 and retained one copy for our files. The remaining 5 copies are returned herewith for distribution to the City and Contractor. At the inspector's option, the contractor can either resubmit the entire package or only submit those items requiring resubmittal. If only portions of this package are resubmitted, it shall be clearly defined on the Contractor's transmittal which items are being submitted. CARLSBAD - Poinsettia Lane Road Widening Project, Submittal No. 13 - 2/25/02 - Page - 3 Please contact us if you have any questions concerning the review of this submittal or require additional explanation of our written comments. DA L BOYLE ENGINEERING Dennis J. Phinney, P.E. Senior Engineer DJP:jmb D101-01-03 DJP102-25.101 .03.wpd FOINSETTIA.LANE OVERHEAD frWENINS. City O CQrIsbod. .44 e 449 r 4 6 C 7 - . ,.- .c 7ip,4 ,- I't / ñ t /c 4'~4p 44 7' ,C7 7- /4 SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE WITH THE CONSTRUCTION PLANS AND SPEcCATIONS. REVIEW DOES NOT REUEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUENTS. NO EXCEPTOt1S TAKEN MARE CORRECTIONS NOTED 99 W0END - RESUBMIT EJECTED RESUBMIT DATE: M0TE1 A 53 n r.- <-iEç )E"D1,17h WA1EPLi, E'F/WM .TA:QO+OO.€20 To 21*, . TITLE:• POINSETTIA LANE OVERHEAP I"4IENIN. c.ij OF CorIbod. DREW: ARRONA REUSED: A.\/.E3. APPROVED: M.6.S. SCALE: NONE DATE: OCT.-OI MK— 1,000— JN— 298.00 ENGINEER'S REVIEW: t4 A 1126 ROCKV400D AVE., HEER, CALIFORNIA 2241-0210 FHONE (160) 352-1101 FAX (160) 352_II04 ITEM QTY. DESCRIPTION A I S' PIPE, S 5/5" OP X 10 GA. V1ALL X 5-10 3/I6" LONG PE X FE. B I 5" FLG. GLASS "P' FLAT FACE, SLIP-ON. BOR.EP TO S I3/I" IP. /4" X 3" X 25 1/4" LONG. V1ELPEP SELL. ROLLED TO 5 3/4" 10. 4 K6-TE: A S 3 G K ' VJ I N E .STE E L IPIf FE _ ELD V-) o 'l--o" 0 ol 1/41 SECTION * NOTE: HELD SELL DETAIL SEE ENGINEERING BEFORE FABRICATED REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AV4V4A C-205 COATING EPDX'r THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V4IPENING PROJECT SPOOL NO. OT Y. H City OF Co sbod.. I I SPOOL DRWN BY: CHKD BY: DESCRIPTION S OFFSET FLG. )< EELL. ARRONA H. S. S. 1O NOTE: SCALE DATE NONE I 0CT.-01 INTERNATIONAL FABRICATORS & ENGINEERING, INC. JNFTsoO 1126 ROCKw000 AVE HEBER CA 92249-0270 all DOMES- PHONE (619) 352-1101 FAX (619) 352-1104 TICS HATER MK 1000 - OF '5 LINE 1 'ITEM' QTY. DESCRIPTION A I 5" FIFE, S 5/S' 0E7 X 10 G'A. HALL X I4'- 5/S' LONS FE X FE. B I /4" X 3" X 25 1/4" LON& HELPED BELL. ROLLED TO 5 3/4" l. - tJt -ra: A53 6 R"6" kiELDI STEEL P:PE. \/?\ So (2) \/\ \\3X ) I 23/IS'H' I4'-24" HRZ: 0505I5S" /2" 1 /2" R= 12.0000 VER: 350II23I V4EL BELL DETAIL T4.2054 TOT: 3003q'o" REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC.AHHA C-205 COATING EPDXY THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENING' PROJECT City Of CoHsbad., SPOOL NO. DIV. 2 I SPOOL DESCRIPTION 5"&0 3d1'06 ELEOH. FE. X BELL. DRWN BY: CHKD BY: ARRONA M. B. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN=ci.oD & DOMES- SCALE DATE NONE OCT.-01 MK 1,000 - 0F ITEM OTY. . DESCRIPTION A I S' FIFE, 5 5/5' O)< 10 GA. VALL X I'- 3/16" LONG FE )< FE. I I/4"X 3" X 25 1/4" LONG. V4ELDED SELL. ROLLED TO 5 3/4" l. )JbTE A E3 &.'"L'uELDIJ\J& PI?E. lo 2 51 10 0' A E3 /4" . I . R=I2.0000 T=5.0133 EL ELL DETAIL . DESCRIPTION REV. DATE I BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVIHA C-205 COATING EPDX'I' THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. FOINSETTIA LANE OVERHEAD V1IENIN6 PROJECT SPOOL NO. OTY. City OF Corlsbod. 3 SPOOL - DRWN BY: CHKD BY: ARRONA M. E. 5. DESCRIPTION S"-45°2054" ELEOV4. FE. X 5ELL. ç1ORS NOTE: SCALE DATE NONE QT.-OL INTERNATIONAL FABRICATORS & ENGINEERING, INC. JNV1&OO 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 S DOMES- PHONE (619) 352-1101 FAX (619) 352-1104 TIIN A,TR MK 1,000 - 0F ITEM QTY. DESCRIPTION A I S' PIPE, S 5/5' W X 10 GA. HALL X 40-0" LONG FE ?< FE. 5 1/4" X 3" X 25 1/4 LONG. HELPED SELL. ROLLED TO 5 3/4 I. C I I 1/4" LIA. HALF COUPLING. 3000 . 4: i1VT: A 53 & R- "8" LL)JI'J, ME.L PN. 22-3 5/5' 40-2 1/2 - 1/4 HELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AV.8AIA C-205 COATING EFOX THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD V4IPENING City 01 CoHsbocl.. SPOOL NO. I OTY. 4 1 I SPOOL DESCRIPTION &" SPOOL. FE )< BELL. DRWN BY: CHKD BY: ARRONA M. S. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN298.00 S DOMES- TIC HATER LINE SCALE DATE NONE OCT.-01 MK 1,000 - OF ITEM QTY. DESCRIPTION A I 5" PIPE S 5/5" O' X 10 G'A HALL X 40-0" LONG' PE X FE I 1/4" X 3" X 25 1/4" LONG'. HELPED BELL. ROLLED TO 5 3/4" ID. *b -r kL2uJ,,u iria 40-2 1/2" /4 NELD SELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. AHHA (,-205 COATING EPDX"( THKNS. 12 MILS TYPE PEVOE 255 H SPEC.- COATING THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD V4IENING' C ity OF C.orlsbad.. SPOOL NO. OTY. 5 1 I SPOOL DESCRIPTION S' SPOOL. FE )< BELL. DRWN BY: CHKD BY: ARRONA M. P. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2'.00 all DOMES- TIC HATER SCALE DATE NONE OCT.-01 MK 1,000 - OF ITEM QTY. DESCRIPTION A I S' FIFE, S 5/5" 00 X 10 G'A. V4ALL X II'-1" LONG' FE X FE. I 1/4" X 3" X 25 /4' LONG'. V4ELDED SELL. ROLLED TO 5 3/4" I. . t1OT& A 53 6jz 67L PIPE. A E3 -, I'- 11 1/2 2 1/27"' 1/2 PqELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AV'JV'IA c-205 COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC.- COATING THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD HIENINS city 01 COrISbOd.. SPOOL NO. OTY. SPOOL DESCRIPTION S SPOOL. PE X BELL. DRWN BY: CHKD BY: ARONA M. 6. 5. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKWOOD AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2'8.00 S DOMES- TIC, NATER SCALE DATE NONE OCT.-01 MK 1000 - OF , ITEM OTY. DESCRIPTION A I S' PIPE S 5/5" 00 X 10 GA V4ALL)< I'— 7/I6' LONcS PE X PE B I 1/4" X 3" X 25 1/4" LONE. V4ELDED BELL. ROLLED TO S 3/4" II. oi( A53R'' VJ1-Lb i/V( .S i-ia.a P1 P /L i-I 1/2 ' "&' '& /1/11/ 25/S" /11 > 10 AS ©Th , /• /4" I/2 RH2.0000 HELD SELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC.AVVIA —205 COATING EP0X'r' THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEADV1IENINS PROJECT SPOOL NO. QTY. City OF Carlsbad.. SPOOL DRWN BY: CHKD BY: ARRONA M. B. S. DESCRIPTION S"-45 055&" EL50H. FE. X BELL. S NOTE: SCALE DATE NONE OCT.-01 INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN2s,00 1126 ROCKW000 AVE HEBER CA 92249-0270 & DOMES- PHONE (619) 352-1101 FAX (619) 352-1104 TIN A R MK 1,000 - OF ITEM QTY. DESCRIPTION A I 5" FIFE, S 5/5" 00 X 10 GA. HALL X l'-S 3/5" LONG FE )< FE. I 1/4" X 3" X 25 /4" LONG. HELPED BELL. ROLLED TO 5 3/4" l. vJfLJ/J7E1Lt4 1t-'A. tx j 4_ _____ - _____ - - - _ - _ - - _____ _ _ _ - _ I © 1/4" HR.Z: 040 24'34" F -i 1/2' R12.0000 VER: 3°52'01" PqELD BELL DETAIL T4.37I TOT: 40004I1 REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC. ANNA C-205 COATING EFOX'r THKNS. 12 MILS TYPE PEVOE 233H SPEC.- COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIENING PROJECT SPOOL NO. OTY. City OF CorIsbod.. S I SPOOL DRWN BY: CHKD BY: DESCRIPTION 5Il.400 04I I FE X EELL. ARRONA M. B. S. NOTE: SCALE DATE NONE OCT.01 INTERNATIONAL FABRICATORS & ENGINEERING,INC. J &N2c 1126 ROCKWOOD AVE HEBER CA 92249-0270 b DOMES- PHONE (619) 3521101 FAX (619) 352-1104 TIC. HATER IVIK 1000 - OF 4 1 LINE B ' 1ITEM QTY. DESCRIPTION A I 5" FIFE S 5/5" OP X 10 GA HALL X 2-5 II/I" LONG FE X FE S I 5" FLS. CLASS "P' FLAT FACE, SLIP ON. SOREP TO S I/I&' 10. - \Je)7e.; A 53 "6" )2aLjHv6- SrEEL PIPE L2 5.____ ____ /1 -- 2-0" EXTRA (G.T.F.) PLAN 10 _ - _ 2'-5/" SECTION * NOTE: SEE ENGINEERING BEFORE FABRICATED REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. AHV4A C-205 COATING EP0Xi' THKNS. 12 MILS TYPE PEVOE 255 H SPEC. - COATING . THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIPENING PROJECT City OF Carlsbad.. SPOOL NO. I TY. SPOOL DESCRIPTION &" OFFSET FE. )< FE. DRWN BY: CHKD BY: ARRONA M. B. S. " ". p", INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKwOOD AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2'78..69 & DOMES-TIC. HATER LINE "5" SCALE DATE NONE OCT.-01 IVIK 1000 OF ' - J STA 20+4&.5 <VEROo°42oq cj oo 13' I 111 U C' cj Z rflp > or —I > In (_cz ;1 o nl : -"0 z 0< m 0111 - 2U ru nI cyrn 0> I> - I 5TA:20+54 <VEROO2O \JL) tp 5TA:20+00.00 SEIN CONSTRUCTION 5TA:20+04.52 STA20 ' VER:0 °11 Ki1' 5TA:20+2135 '• __-' " <VER3&'°I2' if STA:20+2235 r STA:2O+2I VER:45°20'54' F I BEGIN CASING flu 0 I— ru tp flu C' I flu C' I M z uJ 0 - STA:2O+ *lNV:15.2 I ni Lp -4 rn C' 5TA: 2I+15 INV:75.51 5TA:21+I1.35 INV:74.53 '<HRZ:O4°244 Ui I I Ii J. STA:21+37.24 INV:1235 -----S - 5TA2I+11.11 < HRZ04°244 -! - i- STA2I+44.& I i ___... I ENC0NSTRUC.N0N f_2 (r STA20+OO.00 -. INV:12.q& BEGIN CONSTRUCTION - 0 I- ( - ' STA2O+O4.52 < HRZ:05°5155 I I • -J STA20+035 -1 INV:72.q& \ S 5TA20+2I.5 •, ZZ INV•14.O — < HRZ:05°5155 [ TA:20+2.sI STA:2O+22.5 BEGIN CASING INV15.2 S f LUG LI Ij 0 5TA:20+45.53 I /4" OUTLET (AR-VA) 6 o STA20+4&.53 1. -t INV:.O2 III - lS3\rTI :! (S5 Z > I— i jill "0 (\< J3 orn i T ;3 IPT- 0> IT o .11 'ApIl il - - STA: 20+5.3 INV15h2 POINSETTIA LANE OVERHEAD V'BEN INS. CFy OF Ccir-IsbQcL 727 .64' r .4 e c r ç,yd 4, . J,t';:' -'i r,.- c 70 S..... SHOP DRAWING REVIEW' REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE WITH THE CONSTRUCTION PLANS A4U SPECIICATIOS. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE COUSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUTENTS. 140 EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED . AMEND - RESUBMIT CTED - RESUBMIT DATE: , J(O1E.: A 53 k)E..LDflJC, tPE. 8"PELYtLLD t(JATE& LIME "S" PLO/I ETA: 50i.,C.00 T0.5I-F44.36. ENGINEER'S REVIEW: TITLE: POINSETTIA LANE OVERHEAD HIENIN. 01 C.orIbod. II2 ROCKV4000 AVE., HEER, CALIFORNIA 1224-0210 Pk-ONE (i'O) 352-1101 FAX (70) 352_II04 - ARONA APPROVED: M.5.5. SCALE: NONE DATE: OC.TOI MK- 2,000- JN 4, ITEM QTY. DESCRIPTION A S' PIPE, S 5/5" OP X 10 GA. VALL X '-" LONG FE X FE. B I S' FLS. CLASS "P' FLAT FACE, SLIP ON. BORED TO S I3/I" ID. I 1/4' X 3" X 25 1/4" LONG. NELDED BELL. ROLLED TO 5 3/4" ID. Oj A S2 P/P TOP 'qI 5 y' (,U SEC TION 2 /2" 1/2" NOTE: PqELD BELL. DETAIL SEE ENGINEERING BEFORE FABRICATED REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. ANNA -2O5 COATING EFOX'( THKNS. 12 MILS TYPE PEVOE 233 H SPEC.- COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V1IPENING PROJECT city OF corIsbd. SPOOL NO. OTY. 10 I SPOOL DRWN BY: CHKD BY: ARRONA M. B. S. DESCRIPTION &" OFFSET FLS. X BELL. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. HEBER. CA. 92249-0270 PHONE (619).352-1101 FAX (619) 352-1104 NOTE: JNZ7.06 REC'C.LE HATER LINE SCALE DATE NONE OCT.-01 M\ - OF 'IITE1 IOTY. I DESCRIPTION A I S' FIFE ,,5 5/5" OX 10 GA MALL X I4'-1 5/5" LONG FE X FE B /411 x 3" X 25 /4" LONG. kqELDED BELL. ROLLED TO 5 3/4" I. (MO-r: A 53 g..Itghl WfL..bi,tJ1 TT(. PI1. \/ 39 \I\ A) \\,() T V \\' 2 3/Is" 1 41-2 15/1 V. HRZ: 0505I'5S" R, 12.0000 V VER: 3S0I"23" k4EL SELL DETAIL T=4.205 'D TOT: 33'O' 533'O& REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC.AVV4A -205 {_COATING EFOXi' THKNS. 12 MILS TYPE DEVOE 233 H SPEC.- V COATING THKNS. TYPE SPEC. V PROJECT POINSETTIA LANE OVERHEADViENING SPOOL NO. OTY. city Of Corl5bad . It I SPOOL V DRWN BY: CHKD BY: ARONA M. B. S. DESCRIPTION &'&°3'OS" ELE'OV. FE. X 5ELL. NOTE: SCALE DATE V V INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN2'BOQ NONE OCT.-0I 1126 ROCKwOOD AVE HEBER CA 92249-0270 ErC.LE PHONE (619) 352-1101 FAX (61 9)352-1104 MK 2,000- OF HTE QTY. DESCRIPTION A I 5" FIFE, S 5/5" 0X 10 GA. HALL X I'- 3/I6" LONG FE X FE. I 1/4" X 3" X 25 1/4" LONG. NELOEO SELL. ROLLED TO 5 3/4" I. -*Z 061' 4 53 z ULD1U,6 STEEL PIPE. I '-Q'- 2 J\ 4 A \\\\\\\ A E3 1/4' 2 /2 1 /2" S R=I2.0000 51, T5.OI3I PqELD BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC AHHA c.-205 COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V1IENINS PROJECT SPOOL NO. OTY. City _or_.orIsbQcL SPOOL DRWN BY: CHKD BY: ARRONA M. B. S. DESCRIPTION &h45o2014Sh1 ELE'OVL FE. X BELL . NOTE: SCALE DATE NONE OC'T.OI INTERNATIONAL FABRICATORS & ENGINEERING, INC. JNZ'gOC 1 1126 ROCKW000 AVE HEBER CA 92249-0270 & REC.YLE PHONE (619) 352-1101 FAX (619) 352-1104 HATEFZ MK 2,000 - OF ITEM I QTY. I DESCRIPTION L A I I I a" FIFE, E' 5/S' O')< JO SA. V4ALL )< 40-0" LONcS FE X FE. I B 1 I /4" X 3" X 25 /4" LN NFIrFn I Pni I r=m T, /A" I C I I /4" DIA. HALF COUPLING. 3000 . - Jbrc 7 A WLD,I>J& 52 6R ' STEEL '(P. - 22-3 5/b" 40-2 /2" /4 NELP BELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC. AHHA C-205 COATING EF0XT' THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING . THKNS. TYPE SPEC. [_PROJECT POINSETTIA LANE City 01 OVERHEAD V4IENING Carlsbad. SPOOL NO. OTY. SPOOL DESCRIPTION &" SPOOL. FE )< 5ELL. DRWN BY: CHKD BY: ARRONA M. B. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN2CIZ.00 & RECYCLED HATER MK SCALE DATE NONE OCT.-0I_ 2,000- OF lTE QTY. DESCRIPTION A S' FIFE, S 5/5' OD X 10 GA. V4ALL X 40-0" LONG FE X FE. 1/4" X 3" X 25 /4" LONG. V1ELDED SELL. ROLLED TO S 3/4" ID. .k f.3orE: A 53 g'6" VU&LD)k) STEEL PIPE ------ ------ ------ 40-2 /2" S tF/2' ~1/ 2 7" HELD SELL DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. ANNA C-205 COATING EFOX'( THKNS. 12 MILS TYPE PEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD VIIDENING PROJECT City OF Carlsbad. SPOOL NO. OTY. 14 I SPOOL DESCRIPTION &" SPOOL. FE )< BELL. DRWN BY: CHKD BY: ARRONA M. 5-5. INTERNATIONAL FABRICATORS & ENGINEERING. INC. 1126 ROCKWOOD AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: _JN2118.00 & REC.YLE I.'ATER SCALE DATE NONE OCT.-01 MK 2,000 - OF HTE QTY. DESCRIPTION A 5" FIFE, S 5/S' 00 X 10 GA. HALL X ii'-q" LONG FE X FE. I 1/4" X 3" X 25 /4" LONG. HELPED SELL. FROLLED TOS 3/4" I. cYTz. A53 g 1 6" ft)LbJl)& TL rIP.E A E3 -, —11'- 11 1/211 '/4 2 1/727"'1/2 7" VELD BELL. DETAIL REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE II SPEC. ANNA C-205 COATING EFOXT' THKNS. 12 MILS TYPE DEVOE 233 H SPEC.- COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V4IENING I PROJECT C ity Of 'arIsbod. SPOOL NO. OTY. 1 15 I SPOOL DESCRIPTION &__SPOOL.FEX5ELL. DRWNBY: ARJONA _CHKD8Y: INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKWOOD AVE HEBER CA 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN'.00 Z' C,rC.LE NATER MK SCALE DATE NONE _DATE _OCT.-0I 2,000- OF ITEM J OTY. DESCRIPTION A I " FIFE, S 5/5' 00 X 10 GA. MALL X I'- /I" LONG FE X FE. L E3 I 1/411 X 3" X 25 1/411 LONG. NELOEO BELL. ROLLED TO 5 3/411 10. * Mor; A ca 2B" -'I-I 1 /2 II 2 5/S"-/// A E3 !E3 A 2 /2' 1/211 RI2.QOQO SI' HELD EELL. DETAIL - 5.0660 LREV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/411 TYPE II SPEC. ANNA C-205 COATING EFOXi' THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD NIDENINO PROJECT SPOOL NO. I QTY. City OF CoHsbod. . SPOOL DESCRIPTION &ht4505b04h1 ELSOV. FE. )< SELL. DRWN BY: CHKD BY: ARRONA M. B. S. NOTE: SCALE DATE - NONE OCT.-01 INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN218,00 1126 ROCK WOOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 RCYC.LE 1E.!jII MK 2,000- OF ITEM QTY._[ DESCRIPTION A I S' FIFE, 5 5/5" O)< 10 GA. VALL X I'-10 /4" LONG FE X FE. 5 /4" X 3" )< 25 /4" LONG. NELDED SELL. ROLLED TO S 3/4" I. )OT' As3&'2" f.OILD,Ki& -~:7EEL PIPE.. - - - - - -- - - i /2" HR.Z: 040 24'34" 51. HH . R12.0000 VER: 350441 HELD BELL DETAIL T=4.2442 TOT: 35 5720,, REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1/4" TYPE . II SPEC.AVV'A C-205 COATING EFOX'( THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE . SPEC. POINSETTIA LANE OVERHEAD VENINS PROJECT SPOOL NO. OTY. 1 Ci ty 01 Corl5bad. I SPOOL DRWN BY: CHKD BY: DESCRIPTION &'-&°57'2Q" FE 'X BELL. ARRONA M. B. S. NOTE: SCALE DATE NONE OCT.-OI INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN2'g.0 1126 ROCKW000 AVE. HESER, CA. 92249-0270 a" REr,rr-LEV PHONE (619) 352-1101 FAX (619) 352-1104 HATEFZ LINE "B' - , ITEM QTY. DESCRIPTION A I " PIPE, S 5/S' W X 10 SA. HALL X Il-S 5/S' LONS FE )< FE. 5 I &" FL. CLASS "D" FLAT FACE, SLIP ON. BORED TO S I3/Y' .k. A 5 z &R." 8 I4JELbIkJ .ST_LtIPE. - - -' Tel" Z. &-2 I/IS • 2-4 5/16" V 2-0' EXTRA (C-T.F.) V TOP _ - V SECTION * NOTE: V SEE EN'INEERING BEFORE FA5RICATE I_REV. DATE DESCRIPTION BY LINING CEMENT THKNS. /4" TYPE II SPEC.AHHA C-205 COATING EPDXi' THKNS. 12 MILS TYPE DEVOE 233 H SPEC. - COATING THKNS. TYPE SPEC. V POINSETTIA LANE OVERHEAD V41DENINO PROJECT, SPOOL NO, OTY. . Ci ty OF C arlsbad. 18 I SPOOL V DRWN BY: CHKD BY: ARONA M. S. S. ' OFFSET FE. X FE. I DESCRIPTION 15 NOTE: SCALE NONE _DATE _0T.-OI - INTERNATIONAL FABRICATORS & ENGINEERING, INC. JN28,16 1126 ROCKW000 AVE. HESER. CA. 92249-0270 b RCYGLE PHONE (619) 352-1101' FAX (619) 352-1104 MATER MK 2,000- OF ir C' i / S:5O+24.44 I I I BEGIN CASINO LT'JT ni C' r rT1 ci . < (I iX Pi 0 < z KJ L z r 0 z•• '-0 0 0 L 1 c3 12. (b Co - I- rn In ci z -1 > r -I In LC Z ;1 onl t- 0< cmi - p T- u rn ci> > z lax- r 5TA:50+00.00 - I E9IN CONSTRUCTION 5TA:50+q3& <VER:00°2041" - 5TA:50+05.I1 -@ 5TA:50+22 00 < VER&°I23 5TA:5I+1.00 5TA5I+15.5 5TA:50+2.00 r <VER:45°4642 L ENCASIN <VER:45°2O4'" STA:51+I&'.00 -. - (VERS°444I - sS (HRZ04°244 I- • U' 6' (HR04°244" I 5TA:50+45.& 5TA:5I+44. ENO CONSTRUCTION ________ _ ul IN 5TA:50+'3& <VER00°2041 AS\J 6 4117 7 4 c- c -ço3 q 4f (41,d ..Q4 .I41 k''e; l-"f' 7/ C# c ge 'c /t'4f64 7 72 Mr /- 4-E'f,j6C SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE tITh THE CONSTRUCTION PLANS AND SPECIFICATIONS. RE!W DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED 25AEND - RESUBMIT TJECTED RESUBMIT BYZ e DATE: zo . 14' £AS!wG( L/Is;po .4AJIJ (-/CL-r, WA-(g)Z L/AJLJ QLruJjj £RJb&f (L.i/u.J ") cPTOR.s. ENSINEERS REVIEJ'b TITLE: t POINSETTIA LANE OVERHEADHIPENING CITY OF CARLSAP. CONTRACTOR: FERc3USON ENTERPRISES INC. GjN PREk: ARRON.C. N 0 N E SCALE: 1125 ROCK.1OOp AVE., APPROVED: M.55. HEER CALIFORNIA q224q-02-lo S REVISED: PHONE (iso) 352-1101 A.V6. :K-3,000 - DATE: 11/2001 FAX (150) 352-1104 - 299.00 ITEM QTY. DESCRIPTION A I 14" FIFE, It" OD X HALL X 40' LONG' FE X FE. ELING " PIA. HOLE BEVEL FOR BEVEL FOR fr4ELDING -.------.- JI_5 REV. DATE DESCRIPTION BY GOAL.. TAR LINING oxr THKNS. I MILS I TYPE SHRN !.4ILLIA1S C.-200 SPEC. COAL TAR COATING THKNS. I MILS SHERkLING ILLIAMS I TYPE -2OO SPEC. - COATING THKNS. J TYPE SPEC. IN POSE TTIA LANE OVERHEAD HIENING' PROJECT City Of r arlsbad. SPOOL NO. I QTY. 33 I I SPOOL DESCRIPTION 14" SPOOL. PE. X PE oor-isric DRWN BY: CHKD BY: ARRONAI M. 5. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKY1VOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: JN 19B.0 NONE LINE °K ALE I DATE I NOV.-01 3,000— 0F FM ITEM QTY. DESCRIPTION A I 14" PIPE, I&' O' X 0h51 HALL X 40' LONG' FE X FE. BEVEL FOR BEVEL FOR ELING' V4ELING 7 4 I II -47 REV. DATE DESCRIPTION BY LINING COAL. TAR EPOxY I THKNS. l MILS I TYPE SHERIN6 4ILLIAMS C-200 SPEC. COAL TAR COATING EPDXY THKNS. I MILS I TYPE SHER4ING k'4ILLIAMS. C-200 SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V4ININS PROJECT Oity Of Gorlsbod. SPOOL NO. 34 I SPOOL DESCRIPTION 14" SPOOL. PE. X PE/ -ias-ric) DRWN BY: CHKD BY: ARRONAI M. E3. S. NEt INTERNATIONAL FABRICATORS & ENGINEERING INC 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: LN=299Co CASINt9 LINE SCALE I DATE NONE I NOV.-01 MK ?',OOO- OF ITEM QTY. f DESCRIPTION A I4 FIFE, 16" OD X 0.656 HALL X -0 1/16" LONG FE X FE. BEVEL FOR BEVEL FOR Jt4ELING HELI NG ff _ IiQ I/I. REV. DATE DESCRIPTION BY COAL.. TAR LINING ox'r I THKNS. 6 MILS TYPE 0-200 SPEC. COAL TAR COATING EPDXY I THKNS. 16 MILS TYPE SHRfr4ING !.4ILLIAM. C.-200 SPEC. - COATING f THKNS. TYPE SPEC. PROJECT POINSETTIA LANE OVERHEAD' 4IENING City Of C.orlsbod. SPOOL NO. I QTY. 35 I I SPOOL DESCRIPTION 4" SPOOL. FE. X PEioôsi,c DRWN BY: CHKD BY: ARRoNAl M. B. S. INTERNATiONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: Dori 4~T/cl C.AIN LINEØ SCALE I DATE NONE I NOV.-01 OF MK 3,000- ITEM QTY. DESCRIPTION A I 14" FIFE, I' OD X HALL X 40' LON& FE X FE. ELING 4" VIA. HOLE BEVEL FOR BEVEL FOR frELING -- - ----------------o 40 REV. DATE DESCRIPTION BY LINING COAi.. TAR I THKNS. I MILS EPDXY 0-200 I TYPE SHER4IN 14ILLIAf'15 SPEC. COAL TAR AR I THKNS. I MILS I TYPE SHER1N kILLIAS. C.-200 SPEC. - COATIN ITHKNS. f TYPE SPEC. PROJECT POINSETTIA LANE 0VERHEA 4IENIN City Of Ocirlsbod. SPOOL NO. 36 I SPOOL DESCRIPTION 14" SPOOL. PE. X PEREcYcD) DRWN BY: CHKD BY: ARRONA M. S. S. 11, Wor INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. HEBER. CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: i4 C.A5IN LINS SCALE DATE NONE NOV.-01 MK 3,000- OF ITEM QTY. DESCRIPTION A I 14" PIPE, Is" OD X O. I'4ALL X 40' LONG FE X FE. BEVEL FOR BEVEL FOR 4ELIN& EL I NG 4QIQII 9 REV. DATE DESCRIPTION BY COAL TAR LINING EPDXY THKNS. I MILS I TYPE SI-{Rfr4ING 4ILLIA1-1S C-200 SPEC. GOAL TAR COATING p,<y THKNS. I MILS I TYPE SHERk4ING 4ILLIA-iS G-200 SPEC. - COATING THKNS. TYPE SPEC. POINSETTIA LANE 0VERHEA k4IENINS PROJECT City of 0orlsbacl. SPOOL NO. QTY. 37 I I SPOOL DESCRIPTION 14" SPOOL. FE. X PEciEcYcLco ORWN BY: CHKD BY: ARRONAI M. 5. S. a INTERNATIONAL FABRICATORS & ENGINEERING INC 1126 ROCKW000 AVE. HEBER. CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: 14" GASIN LINE 6 SCALE DATE NONE I NOV.-01 MK 3,000- 0F ITEM QTY. f •DES. RlPTION A I 14" PIPE, Is" OD X 0h5 HALL XI92'LON FE X FE. BEVEL FOR BEVEL FOR ELING V1ELING & REV. DATE DESCRIPTION BY COAi.. TAR LINING THKNS. I MILS TYPE SHRHIN 4ILLIAMS C.-200 SPEC. COAL C. TAR COATING I THKNS. I MILS I TYPE SHERk4ING 4ILLIAMS. 0-200 SPEC. - COATING THKNS. TYPE SPEC. PROJECT P0lNSrrIA LANE 0VERHEA1 k4IENING it . Of cirIbcL SPOOL NO. 38 T2Ll— SPOOL DESCRIPTION 14" SPOOL. PE. X PE(ecib) DRWN BY: CI4KD BY: ARRONA M. 5. S. INTERNATIONAL FABRICATORS & ENGINEERING, INC. 1126 ROCKW000 AVE. 1-IEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 I NOTE: [JNLB00 C.AIN LINE B' SCALE DATE NONE NOV.-01 MK 3,000- OF UI 5TA:50+4&.95 EL: -76.55 <VER:OO°42I5 STA: 5O+3 *.L EL:75.q5 <VER:00°204I 5TA:51+I5.5q END CASING li4 51+1-7.00 CL EL:75.O STA: 50+2.OcZ IEC.L EL:.25 - 5TA:50+24.4 EIN CASINO III II 2 I) H —( '$1 tp I II *GL EL:1.2E — 5TA:20+2.&I BEGIN CASING 0 I i-n U' -1 C' > -I In r z nl UI C' z ci' ) - . (b < ( xI> icp3 < z '"ii o o z• z 0 z n < 00 i 0 M -u 0 M rn EUU\ rn c > rn r, 47 Z U rn C'" >.•- o rn > i (I,. I -z IT 0 rn o> -nz Q-c: FcJ ni (P STA:2O+q5. 91(CL EL:-75.q5 -"r--- <VER:OO°2O I II II o zz "I w rn I ® (P STA:21+I4.q4 iJ END CASING - - - r~9 i STA:2I+IS.5 I *CL L75.O -I -1 nl I- I TA: 2O+455 4" DIA. HOLE IN TOP OF CASING SEE DETAIL -I TA: 50+46.15 4 IA. HOLE IN TOP OF CASING SEE DETAIL -I STA:2O+4&5 *GL EL:35 <VER:00°420 SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL COMPLIANCE 0TH THE CONSTRUCTION PLANS AND SPECIFICATIONS. REEW DOES NOT REliEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY WITH. THE CONSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCUENTS. NO EXCEPTIONS TAKEN EJ MAKE CORRECTIONS NOTED C] AMEND - RESUBMIT C] REJECTED - RESUBMIT DAff: t N0TE /1 9 3 GR VOELb/,JC,. S7&L PiP2. Do?ia-rIc JA1DZ- L/ft 1-E0/l JTA J5-/-/2(,T6 .STA /5-J2, (L7u P r & +o Oo 12, .5 TA: 3c +4.33 (LINE °c") 4Z .* CXCLEb 1uA7L L/&'L PRO/-I 4T4 ,44+08,00 7?) T,44+f42J, (L,j ,4).,4Jb /?j)/1 7?:(,b-4-Oa.° Th 11+0006 (Lnu '"J I4A9i1tj(, L1AJF. p. 10 R I ENNEERS REVIEN TITLE: S POINSETTIA LANE OVERHEAD HIDENINO CTr OF GARLSSAD. CONTRACTOR: FERGUSON ENTERPRISES INC. ARRO OREN NAJRc. S.ALE NONE II26 ROGK0Qp A., APPROVED: M.6.S. HER GALIFORNIA l2241-O2IO REVISED A.VB. MK-+,O 00• DATE: PHONE (i&o) 352-1101 11/2001 FAX (11,0) 352-1104 JN 2'8 - ITE GT. DESCRIPTION A & FIFE, & 5/& O.D. X 10 GA. frALL X Il-S I5/I LONG FE. X FE. 450 ELL L.R. 510 VT. C S FIFE, & 5/S O.O.X 10 GA. MALL X II /2 LONG FE. X FE. 0 1/4" FL THK X 5 X.2& /4 LONG HELOEO BELL. ROLLED TO 5 5/4" I.D. JOT! A 53 6-iZ" 13 1li1 Sa FirE.. 2 1/4 1RA1'J5IT/N \ . C8UPLIt\3L .., -. HELD SELL DETAIL EPDXY COALTAR EF0X( \ I MILS 5HERV4IN V'IILLIAMS 12-1 I/I&' 1° PRIMER 211 REV. DATE OESCRIFTION LINING CEMENT ITHKNS. 1/4 IT'T'FE II SPEC. AV1V4A C-205 COATING CEMENT THKNS. 5/4 TYPE II SPEC. AA C-205 - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V41ENIN PROJECT SPOOL NO. OTY. City OF CorIbo. IS SPOOL ELL FE X &"-45° VIB. RN BY:c.HK. SY. DESCRIPTION ARRONA/R.(. A.V. NOTE: SCALE DATE: INTERNATIONAL FABRICATORS 4 EN&NEERING INC. JNL1B.00 NONE II/20 112(p ROCKHOOD AVE. HESE, C.A. 224l-0210 8'PIaLYLD PHONE ('.0) 552-1101 FAX (0) 352-1104 MK-4,000A - OF LII4E "A" ITEM J OT'(.DESCRIPTION A I " FIFE, B 5/B" O.P. X 10 GA. HALL X 15-5 3/4" LONG FE. X FE. I B' FLGLASS "E' FLAT FAGE SLIP-ON B I3/1" I.D. 1MTE,: A 5 3 6.1?-"5" VUg.LLJ& -STEEL P)P., OALTAR EPDX'( MILS SHERHIN HILLIAMS —PRIMER ( PRIMER A E93 / 5'4 1/4' REV. I DATE I DESCRIPTION I LINING CEMENT ITHKNS. 1/4" IT'T'PE II SPEG. AV4HA .-205 COATING COALTAR EPDXTHKNS. I MILS TPE SHERHIN HILLIAMS SPEC COATING THKNS. T'rPE SPEC.. POINSETTIA LANE OVERHEAD NIVENING PROJECT SPOOL NO. 0Th'. City OF Ccrlsbod. 20 I SPOOL Rfr'1N Syr C.HKO 'T: ARRONA/R.c. A.V. B" SPOOL FE. X FL&. DESCRIPTION I I NOTE: SCALE: DATE: INTERNATIONAL FABRICATORS 4 ENGINEERING, INC. JN=2.00 NONE 11/2001 Est II2 R0C.KI1O0 AVE. HEER. A. q224q-02-70 PHONE (7g,0) 352-1101 FAX C70) 352-1104 B"REcrcLD MK-4,000A - OF ITEM OT(. DESCRIPTION A I S FIFE, .b 5/95 O.D. X 10 GA. NALL X 35-I qii' LONG FE. X FE. B I S FLG GLASS 'E FLAT FACE SLIP-ON S I3/I I.D. C I /4 FL THK X 3 X 25 /4 LONG NELDED BELL. ROLLED TO S 3/4 I.D. NOTE" A53 6rE-"9" )EL. DifrJ6,STEEL- P ffr . PRIMER A COALTAR EPDXY (7 MILS SHERfrINfr.1ILLIAMS RIMER 5' 4 s/S" 2,51-6 511611 / WELD SELL DETAIL REV. DATE DESCRIPTION I LINING CEMENT THKNS. /4 TYPE II SPEC ANNA G-205 COATING COALTAR EPDX'r THKNS. I& MILS TYPE SHERVIN V4ILLIAMS SPEC. ANNA C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD '4IENIN6 PROJECT C.it OF C.orIbod. SPOOL NO. 2) I 5" SPOOL FLG. X RN BY: GHK. BY: DESCRIPTION ARRONA/R.. A.V. ORS NOTE: SCALE: DATE: NONE 11/2001 INTERNATIONAL FABRICATORS 4 ENINEERIN, INC.. JNo0 C4,, 112(bROCKV4000 AVE. HESER, CA. 224q-O210 PHONE (160) 352-1101 FAX (160) 352-1104 &'COMK-4,000A - OF NCt' OT"(. S ESRlPTlON A S FIFE, S 5/S O.D. X 10 SA. VALL X 15-10 I/I LONS FE. X FE. S I 1/4 FL THK .X 3 X 25 1/4" LONS V4ELDED SELL. ROLLED TO 5 3/4 I.D. O1; A 53i_'" . V)ELbfl'J6r S7EEL irE. S PRIMER PRIMER •: S - ___ 1II I/4 1/2 142 k4ELP SELL DETAIL REV. DATE E5C..RIPTI0N . LININS CEMENT THKNS. /4 T1'PE II SPEC.. AVIV4A c.-205 COATING' CEMENT THKNS. 3/4 Th'PE I I SPEC.. AHV4A C.-205 C.OATINS THKNS. JTh'PE SFE.. POINSETTIA LANE OVERHEAD HIDENIN5 FROJECT SPOOL NO. OTr. City OF Corlsbod. 2.2. I SFOOL S SPOOL FE. X RIt4N Y C}-K. ' DESCRIPTION ARRONA/R.C. A.V. NOTE: SCALE ATE INTERNATIONAL FABRIC.ATORS ENGINEERING, INC. JNzqg.oô NONE 11/2001 I26 ROCKV400D AVE. H!ER, CA. q224-0210 PHONE (IbO) 352-1101 FAX (160) 352-1104 RECXCLEO MK-4,000A - OF ITEM or'r. DESCRIPTION A I b FIFE, b 5/b O.D. X 10 GA. MALL X 2T-4" LONG FE. X FE. E3 1 1/4 FL THK X 3 X 2S /4 LONG NELDED SELL. ROLLED TO & 3/4 I.D. )I( MOTE: A 5? }'J-L..bftJj, .ST EL PRIMER ER / "ELD SELL DETAIL REV. DATE E5-11C..RIPTI0N LINING CEMENT THKNS. 1/4 TI'FE II SFE. ANNA G-205 COATING CEMENT THKNS. 3/4 TrFE II SPEC. ANNA C-205 0ATIN6 THKNS. . T'r'PE SPEC.. POINSETTIA LANE OVERHEAD VIDENING SPOOL NO. OTY. I PROJECT City Of .orIboö. SFOOL b' 22 030' ELL. FE. X V45. ORN BY: CHK. ' DESCRIPTION ARRONA/R.C. A.V. NOTE: SCALE ATE NONE 11/2001 - INTERNATIONAL IA5RIC.ATOR5 4 ENINEERIN, INC.. JN29ZO0 II2 O.KV4000 AVE. HEE, C.A. q224q-0210 PHONE (7SO) 352-1101 FAX (10) 352-1104 B'R.LcrcLEb MK-4,000A - OF ITEf'1 OTi'. DESCRIPTION A I &'_PIPE__S/_CD._X_0_ GA. LONG _HALL _X_l2-_3/I_ _PE. _X_PE. 4ko-ra; AS VUDIS.iLi SrEL PIPE. PRIMES A TRANSITION PL6. COALTAR EFOXY I (b MILS SHERV4IN KLILIAMS II loll REV. DATE DESCRIPTION Efr' LINING CEMENT THKNS. /4 r'(PE II . SPEC. Afr4V4A C-205 3/4 T'I'PE II SPEC. AHV'1A C-205 - COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD KDENIN6 PROJECT SPOOL NO. OTi. City OF CorIbod. SPOOL & SPOOL FE. X PE. R4N CHK. Y DESCRIPTION ARRONA/R.(. A.V. OR . NOTE: SCALE DATE: INTERNATIONAL FABRICATORS a ENGINEERING, INC... JNo NONE II/2O N N 112 ROCKNOOD AVE. HESER, CA. q224q-02-70 PHONE (ibO) 352-1101 . FAX (160) 352-1104 MK-4,000A - OF ITEM QTY. DESCRIPTION A I 12" PLO. CLASS "E" FLAT FACE, SLIP ON SOREP TO 12 I5/I" IP S I 12" PIPE, 12 3/4" OP X 1/4" HALL X II 1/2" LONG FE X FE cl I 12 3/4" OP X & 5/5" OP X 1 /4" V4ALL X 5' LONS GONC. REP P I S' PIPE, 5 5/5" OP X 10 SA V4ALL X 2 1/2" LONS FE )< FE E I 5" FL& GLASS "E" FLAT FACE, SLIP ON. BORED TO & I3/1" IP. A 53 &R '&" IN& 5IEJ2L tire. ____ _____-___•* lo o 12' d — 4 REV. DATE DESCRIPTION BY LINING CEMENT THKNS. 1 /4" TYPE II SPEC.A'4Jt4A G-205 COATING CEMENT THKNS. 3/4" TYPE II SPEC. A.4'4A G-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V4IPENIN6 PROJECT City of Carlsbad. SPOOL NO. QTY. 2.5 I SPOOL DESCRIPTION 12'X" REUC.ER. FLS. .)< FLS DRWN BY: CHKD BY: ARRONA M. S. S. INTERNATIONAL FABRICATORS & ENGINEERING. INC. 1126 ROCKWOOD AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 NOTE: JN=Z'lB4O0 S DoI'ILSTIC SCALE DATE NONE OCT.-OI MK 4,000-13 OF ITEM GTY. DESCRIPTION A I 5" PIPE, S 5/5" O.D. X 10 GA. HALL X 23-4" LONG PE. X FE. I 5" FLG GLASS "E" FLAT FACE SLIP-ON & I3/I" I.D. 4(Môr: A 53 &.- i.&ThUir'J STEEL rl?E TRANSITION CFLS COALTAR EPDXY 116 MILS SHERIN ILLIAM A E3 PRIMER :TF_ _ _ _ _ g'-(O 1/151, 22-5 /2" 0I/2" REV. DATE DESCRIPTION BY LINING CEMENT ITHKNS. 1/4" ITYPE II SPEC. AV4V4A G-205 COATING CEMENT THKNS. 3/4" TYPE II SPEC AHA C-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD V41DENINO PROJECT SPOOL NO. QTY. Ci ty OF CcrI5bod. I SPOOL 5" SPOOL PE. X FE. Rfr4N BY CRKD. BY DESCRIPTION ARRONA/R.C. A.V. pl DRS NOTE: SCALE: DATE: NONE 11/2001 IN INTERNATIONAL FABRICATORS ENGINEERING, INC. JN=Z9.O0 P~l co" 1126 ROCKV'lOOc' AVE. HEBER, CA. q224q-0210 PHONE (160) 352-1101 FAX (160) 352-1104 8DbM37Ic MK-41000S - OF e4 -, "A" LIVE ITEM 0T. DESCRIPTION A I S PIPE, & 5/S O.D. X 10 GA. !AALL .X 3&- 1/2 LONG PE. X FE. B I S FLS GLASS 'E FLAT FACE SLIP-ON & I/I I.D. ItJ,3-1E. A 53 " . frU4—b)AJ6. .S -TEEL Piv. PRIMER TRANSITION PL(5. COALTAR EPDX'( MILS SHERIN HILLIAMS ir - 2- 5 I/I' REV. DATE DESCRIPTION J BY LINING CEMENT 'THKNS. /4 'TYPE II SPEC. AHA G-205 COATING OALTAR EPDXTHKNS. 16 MILS TPE SHERHIN KLLIAM5 SPEC COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD VlIENING PROJEC..T SPOOL NO. City OF C.orlsbad. . 27 SPOOL S SPOOL FE. X FE DESCRIPTION ARRONA/R.C. A.V. 1ORS NOTE: SCALE ATE NONE 11 /2001 Ir INTERNATIONAL FABRICATORS 4 ENINEERIN, INC. Co*P~; II2b ROCrWOOD AVE. HEER, C.A. q224q-0210 PHONE (160) 352-1101 FAX (160) 352-1104 8boriL3TIc MK-4,000B - OF JNEt' 'C" .LINE ITEM QTY. DESCRIPTION A I 12" FLG c.LASS "E" FLAT FACE, SLIP ON BORED TO 12 15/16" ID. I 12" PIPE, 12 3/4" OP X 1/4" HALL X 11 1 /2" LONG PE X PE I 12 3/4" OP X & 5/9>" OP X 1/4" HALL X &" LONG GONC. REP P I &" PIPE, & 5/9" OP X 10 GA HALL X 2 1/2" LONG PE X FE E I S' FLG. CLASS "E" FLAT FACE, SLIP ON. BORED TO & 13/1 6" IP. -k NOTE A S3 OELi./t.J& rEL Ptr. I2 II I I op REV. DATE DESCRIPTION I BY LINING CIEMENT THKNS. 1/4" TYPE II SPEC.AHHA —205 COATING C.EMNT THKNS. 3/4" TYPE II SPEC.AHHA 0-205 COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD HIPENNG 0 PROJECT SPOOL NO. Q1Y. City Of Gor'Isbod. 28 I SPOOL DRWN BY: CHKD BY: ARRONA M. 3. S. DESCRIPTION I2'X" REPLJGER. FLG'. X FLS INTERNATIONAL FABRICATORS & ENGINEERING, INC. NOTE: JN=Z.c SCALE DATE NONE OCT.-01 MK 4,000-5 OF 1126 ROCKW000 AVE. HEBER, CA. 92249-0270 PHONE (619) 352-1101 FAX (619) 352-1104 2 bor1Esri - LINE -. OT. TITEM DESCRIFTION A 4" PIPE, la" OD. X .5"THK. HALL X '- I/S' LONG FE. X FE. BEVEL Fo .LLD!N&. BEVEFog- WLLbUJ. REV. DATE DESCRIPTION LINING C.OALTAR EPDXr THKNS. 16 MILS TYPE SHERHIN HILLIAMS SPEC.. C.OATINGOALTAR EPDXYTHKNS. 16 MILS TYPE SHERV4IN V4ILLIAMS SPEC, COATING THKNS. TYPE SPEC.. POINSETTIA LANE OVERHEAD HIDENINO PROJECT , C.ib OF GorIb. SPOOL NO. 011'. zdl SPOOL I O.D.SPOOL FE. .X FE. (cA3I ESCRI PT ION RN Y C.HK. BY: ARRONA/R.(. A.V r\ INTERNATIONAL FABRICATORS EN&NEERINS INC II26 ROCKOO AVE. HE8ER, CA. q224q-0210 ' PHONE (BO) 552-1101 FAX ('o) 552-1104 NOTE: 114" C5!ráoP IRECYCLED SCALE DATE: NONE 11/2001 ILINg"A" MK-4,000A - OF ITEM OTY T. DESCRIPTION A I 14 PIPE, I O.D. X h5'THK. MALL X q- /' LONG PE. X PE. 2VE1. FOR LEVEL F-OF- WELDIA/6 tA)LbUJ(, -) REV. DATE DESCRIPTION BY - LINING COALTAR EPDXY ITHKNS. 16 MILS JTYPE SHERVUN V4ILLIAM5 SPEC.. COATI NGcoALTAR EPDXY THKNS. I MILS ITYPE SHERIN NILLIAMS SPEC. COATING ITHKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD -4IENIN6 PROJECT City OF CorIbö. SPOOL NO. OT'. 30 I SPOOL IS" O.P. SPOOL PE. X PE. ESCRI PTION RN BY: .HKO. ST: - ARRONA/R.C. A.V. ç.1 ORS INTERNATIONAL FABRICATORSENGINEERING, INC.. lI2 ROC.KHOOP AVE. HESE. CA. 224q-O21O PRONE (0) 352-1101 FAX ('10) 352-1104 NOTE: I'&SIEt, O PDMLsT, SCALE: OATE: JNZ'3S.oO NONE 11/2001 LINE 'A' MK-4,OOOE3 - OF ITEM orr'. DESCRIPTION A 4 PIPE, 16 O.D. X .656THK. MALL X 2-6 /I6 LONG FE. X FE. EEVEL toiZ Bfl'L FO .10 ELL/N& kJE:L2711-' 251 -6 51161, REV. I DATE I DESCRIPTION I LINING COALTAR EPDX1' THKNS. 16 MILS T--'PE SHERVUN V'flLLIAMS SPEC. COATING COALTAR EPDXJTHKNS. 16 MILS ITPE SHERVIN HILLIAMS SPEC. COATING THKNS. TYPE SPEC. POINSETTIA LANE OVERHEAD 4IENING SPOOL NO. 1 0TY. 31 I FOJET City OF orI5bo. SPOOL RkN SY C.HKO. SY . ARRONA/R.C. A.\I 16 O.D. SPOOL FE. X FE. (CA DESCRIPTION pTORr NOTE: SCALE DATE: INTERNATIONAL FA5RICATOR5 I ENINEERIN&, INC. JN2,oO NONE 1/2001 II2(o ROCKfr400P AVE. HEeER. CA. q224q-0210 PHONE (o) 52-II0I FAX (160) 52-I04 I+ASI1&O KELYCLEV MK-4,000A - OF MC E LINE. C." ITEM QT. DESCRIPTION A I 14 PIPE, lb O.D. X .b5b'THK. MALL X 2&'-5 I/lb' LONE FE, X FE. bLVEL P012.. Z EVE L fO kJEL.D1A/( Lk'ELDIA/ 2&- /I•" REV. DATE DESCRIPTION LININ& COALTAR EPDXY 'THKNS. lb MILS 'T'T'PE 5HERV4IN V4ILLIAM5 SPEC. OATINCOALTAR EPDXYTHKNS. lb MILS TPE SHERHIN NILLIAM5 SPEC. COATING jTHKNS. T'i'PE SPEC. POINSETTIA LANE OVERHEAD fr'lI'ENING PROJECT c.Itj OF CrI5bod. SPOOL NO. OTr. SPOOL b O.D.SPOOL FE. X FE. cA.siJ) DESCRIPTION ORAN BY: C.HK. S ARRONA/R.c. A.V. IV INTERNATIONAL FABRICATORS 4 ENGINEERING, INC.. 1126 ROGKV'OO17 AVE. HEER, CA. q224-020 PHONE (i'o) 352-1101 FAX (iSO) 352-1104 I4CAsnJ661 e NONElot, NOTE: OHf.S1lc SCALE ATE 11/2001 MK-4,000E - OF U' 5TA:44+20.I4* ' <VER:02°01125" *5TA:I5+22.04 SEINGASIN5 1STA:44+22.72* - SEGIN CASING H tp -I - ••-- 5T A: END coNsTRucTI .: : •. iE•E STA:I5+42.S2 END CONSTRUCTION EXISTING BRIPOE 9z STA: 'O+O.00 — ( Z I-fl 4.. 0 ft - • >J I-fl 0 (i - 0 I tj.cJi z > - .) o I C' L Z ç o Z z 0 z rn .< CS CPO •• 1 0 10 Z fl-I Z1 > >> (\ -4--i rnrii i;-> c rrl -"0 ; ( tp T- -5 g 1çj MCI 0 0 0 o irfl cl~_, ¼) oz w <0 .I of z flu -uj OTE • PLEASE CHECK DIMENSION * CN c'4 5 0.05 V4EST VAULT Lu ..__-12 . P ui 22 -bY4' z o?o CNI tn 'c3I0 c.QNT. ASOVE 25 -IO5(b"., & RECYCLED V1ATER LINE A' PROF I LE 'rojec POINSETTIA LANE OVERHEAD fr4IENING. City OF C.orlsbod. b' RECYOLEV VLATER LINE A-.' PROFILE -J 0 -c Xe 0 ril —z -1 rn Zr m f— r LC 0rn rn 0< - crii C' IP1 -B cyrn 0 11 I- rn STA: 15+12.66 INV:72.&2 BEGIN CONSTRUCTION 5TA:I5+I4.45 1. I. JIP INV:12.& HRZ:22°000 U' 01 > - STA:I5+22.04 IN C.ASINS > STA I5+422 T INV:72.q& END CONSTRUCTION EXISTING BRIDGE II SUBMITTAL PROJECT: POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD CONTRACTOR: HERZOG CONTRACTING CORP. SHOP DRAWING REVIEW REVIEW OF THIS SHOP DRAWING IS TO DETERMINE GENERAL. COMPLIANCE WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY TO COMPLY * WITH THE CDSTRUCTION PLANS, SPECIFICATIONS AND CONTRACT DOCIThEIJTS. 15kNO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED AMEND - RESUBMIT 0 REJECTED - RESUBMIT FERGUSON 3280 MARKET STREET SAN DIEGO, CA. 92102 (619)515-0300 (619) 239-4727 #1 FERGUSON 91 ENTERPRISES, INC TABLE OF CONTENTS PIPE VALVES FITTINGS MISCELLANEOUS ITEMS fl' TAB 1 - PIPE VINYLTECH C-900PVC PIPE CL-150 AND CL-200 VINYLTECH C-900 PURPLE PVC PIPE CL-150 MUELLER BRASS COMPANY "K" SOFT COPPER TUBE J.M. MFG. SDR-35 PVC PIPE VINYLTECH vii VC .PLPE VINYLTECH AWWA C900 TECHNICAL DATA SUBMITTAL L NOMINAL SIZE (IN) (nn) OUTER DIAMETER (IN) ; 1jj .-.------ MINIMUM LIFTS PER FEET PER APPROXIMATE WALL (IN) TRUCK LIFT WEIGHT (LB/100) 4 (100) 4.800 0.267 16 1020 251.6 6 (150) 6.900 0.383 16 440 521.2 8 (200) 9.050 0.503 20 200 903.0 10 (250) 11.100 0.617 12 240 1364.4 12 (300) 13.200 0.733 28 60-80 1935.3 NOMINAL SIZE (IN) ...— 41 PRESSURE 200 OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/100) 4 (100) 4.800 0.343 16 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 - 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 0.793 12 240 1722.3 12 (300) 11 .1 00_+ 13.200 0.943 28 60-80 2445.5 CROSS SECTIONAL VIEW SEALING POINTS THE RIEBER SEALING SYSTEM The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory installed, locked-in gasket The pipe bell forms over the gasket, making a perfect fit Avoids the possibility of installing the wrong gasket Reduces installation problems The locked-in gasket eliminates gasket roll-out during jOining The gasket is molded vs. extruded and spliced Works equally well 11 under pressure or vacuum Three sealing points achieved vs. two LEAK-PROOF JOINTS "THE WORLDS BEST JOINT" ViNYL IECH 201 S. 61st Avenue Phoenix, AZ 85043 602 233-0071 • 602 272-4847 Fax • www.vtpipe.com VINYINECH AWWA C900 VINYLTECH . TECHNICAL L DATA SUBMITTA CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA C900 water pipe. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4" Through 12", for Water Distribution AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D 1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlo- rinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D 3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F 477 - Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM D 2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading UNl-PUB-8 - Tapping Guide for AWWA C900 Pressure Pipe UNI-B-8 - Recommended Practice for the Direct Tapping of PVC Pressure Water Pipe (Nominal Diameters 6-12 inch) PIPE COMPOUND The pipe shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454-B, as defined in ASTM D 1784, Standard Specification for Rigid Poly (Vi- yl Chloride) (PVC) Compounds and Chlorinated (Vinyl Chloride)(CPVC)Compounds.he Wo/y VC shall also be listed by the National Sanita- tion Foundation (NSF) for use in potable water. PIPE Vinyltech pipe shall be manufactured in accordance with AWWA C900. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyltech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requirements of ASTM D 3139. MARKING The pipe shall be marked in accordance with AWWA C900 as in the following example. Manufacturer's name and production codes Nominal size, dimension ratio number, and O.D. base (for. example, 8" DR 18 Cl) Materials cell classification (PVC1120) AWWA pressure class (150 PSI, or 200) and hydrostatic test pressure (T600, or T800) AWWA designation number (AWWA C900) Production date code (VOO 101 A) Seal of the testing agency that verified the suitability of the pipe and the material for potable water or fire prevention (NSF, FM) Underwriters Laboratories approval is lndicted 0 by the green UL sticker applied to the pipe QUALITY CONTROL Each length of the pipe including the bell, shall be pressure tested four times the pressure class. The pipe shall meet all additional test requirements as described in AWWA C900. Our full time quality assurance staff continually ad- ministers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Recommended installation procedure of Vinyltech Corporation and the Uni-Bell PVC Pipe Association are outlined in AWWA C605, Under-ground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The Un!- Bell Handbook of PVC Pipe is also an invalu-able resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper proce- dures and equipment. Vinyltech recommends strict compliance with the requirements as speci- fied in UNI-B-8, UNI-PUB-8, and AWWA C605. ASSEMBLING THE PIPE Assembly of Vinyltech PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over Insert. Remove any mud, sand, or other foreign matter from the belied and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lu- bricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. Brace the bell to avoid disturbing the already installed joints. Align the pipe, insert the spigot into the bell and push until the entry mark is reached. Do not insert past the entry mark line. < > \%MUCW) APPROVED PVCPIPE AS Underwriters NSF (&Laboratories- Inc.® uayio VINYL TECH 201 S. 61stAvnuo ' Phoenix, AZ 85043 602 233-0071 . 62 272-4847 Fax • www.vtplpe.com VINYLTECH :V:R It C • PIPE I I TOMMURM00U TT02TOON TOTNO CLASs 150 NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROX. WEIGHT (LB/i 00) 4 (100) 4.800 0.267 16 1020 251.6 6 (150) 6.900 0.383 16 440 521.2 8 (200) 9.050 0.503 20 200 903.0 10 (250) 11.100 0.617 12 240 1364.4 12 (500) 13.200 0.733 28 60-80 1935.8 *PRESSRESOO _______ NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROX. WEIGHT (LB/100) 4 (100) 4.800 0.343 16 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (300) 13.200 0.943 28 60-80 2445.5 . ........ NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROX. WEIGHT (LB/1 00) 16 (400) 17.4 0.696 20 60-80 2575 ., Z. jai . ., . Xla NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROX. WEIGHT (LB/i 00) 16 (400) 17.4 0.967 20 .60-80 3475 : i:bR1: R S$U?E- EtE D2OQ NOMINAL SIZE (IN) (mm) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROX. WEIGHT (LB/lOG) 4 (100) . 4.500 0.214 12 1520 191.3 6 (150) 6.625 0.316 16 440 _416.7 8 (200) 8.625 0.410 20 280 706.9 10 (250) 10.750 0.511 12 240 1103.5 12 (300) 12.750 0.606 28 60-80 1559.9 -.4. .-,-.' The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory installed, locked-in gasket The pipe bell forms over the gasket, making a perfect fit Avoids the possibility of installing the wrong gasket Reduces installation problems The locked-in gasket eliminates gasket roll-out during joining The gasket is molded vs. extruded and spliced Works equally well under pressure or vacuum Three sealing points achieved vs. two LEAK-PROOF JOINTS "THE WORLDS BEST JOINT" VINYL IECH 201 S. 61st Avenue • Phoenix, AZ 85043 602 233-0071 • 602 272.4847 Fax 9 www.vtplpe.com D. TOMMEETM TTMTHE TDTIE H$N1IGLlD7iTZtIS)JjB]M$ItT1Tmø VINYLTECH PVC-PIPE S These specifications designate the requirements for manufacturing and installing Vinyltech's Vinylguard Purple PVC Pipe for reclaimed water. AWWA C905 - Polyvinyl Chloride (PVC) Water Trans- mission Pipe, Nominal Diameters 14" Through 36" AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., for Water Distribution ASTM D 2241 - Standard Specification for Polyvinyl Chloride (PVC) Pressure-Rated Pipe (SDR Series) AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D 1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlo- rinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D 3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F 477 - Standard Specification for Elasto- meric Seals (Gaskets ) for Joining Plastic Pipe ASTM 0 2122 - Standard Method of Determining Dimensions of Thermoplastic Pipe and Fittings ASTM D 2837 - Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials ,ie pipe shall be extruded from compounds eeting (PVC1120) the requirements of Cell Classification 12454-B, as defined In ASTM D 1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlori- nated Poly (Vinyl Chloride) (CPVC) Compounds. Vinyltech pipe shall be manufactured in accordance with AWWA C905, AWWA 0900, orASTM D 2241. The gasket shall be reinforced with a steel band and meet the requirements of ASTM F 477. Vinyltech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requirements of ASTM D 3139. Vinylguard Is marked with two print lines on op- posite sides of the pipe. Both sides read "CAU- TION RECLAIMED WATER - DO NOT DRINK" In intervals not to exceed 5 feet. Additional mark- ing information is in accordance with AWWA C905, AWWA 0900, or ASTM D 2241. The UL, FM, and NSF designations do not apply andare printed on reclaimed water pipes. Each length of the pipe including the bell, shall be pressure tested two times the pressure rat- ing for AWWA C905 and four times the pressure class for AWWA 0900. The pipe shall meet all additional test requirements as described in AWWA 0905 and 0900. Iron pipe size (lPS) pres- sure rated PVC pipe is tested in accordance with ASTM D 2241. Our full time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. Recommended installation procedure of Vinyltech Corporation and the Uni-Bell PVC Pipe Association are outlined in AWWA 0605, Under- ground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The Uni- Bell Handbook of PVC Pipe is also an invalu- able resource guide for design and installation. Assembly of Vinyltech purple PVC reclaimed water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Remove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lubricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. Brace the bell to avoid disturbing the already' Installed joints. Align the pipe, insert the spigot into the bell and push until the entry mark is reached. Do not Insert past the entry mark line. dg 4.w VINYL IECH 201 S. 61st Avenue • Phoenix, AZ 85043 602 233-0071 • 602 272-4847 Fax 9 www.vtplpe.com Date 9-13-00 CustomerFerguson Enterprises Street No.3280 Market St. City, StateSan Diego, CA 92102 Order No. Quote: ACR tube & Reft. coils Attn. Maricel Contractor Address Contract No. Job Description Location - Product. Certification Mueller Copper Tub products are all manufactured in the USA. All tubing produced in Fulton, MS. is seamless and of UNS C 12200 grade of copper and is manufactured to meet the chemical and mechanical properties of the applicable ASTM specifications set forth below. When specified at order placement, Mueller Copper Tube can supply Certified Tube to meet all requirements of the current applicable ASTM specification, at an additional cost. Streamline Copper Water Tube (Types K,L,M) ASTM B88 and ANSI/NSF 61 Streamline Copper Refrigeration Service Coils ASTM B280 Streamline Nitrogenized ACR Hard Drawn Copper Tube - ASTM B280 [I Streamline Copper Drainage Tube (DWV) ASTM B306 [] Oxygen & Medical Service Tube - To ASTM B819 (Types K & L) Hard Drawn Straight Lengths Only in Accordance To CGA Cleanness Specification; CGA G4.1 (Compressed Gas Association); & NFPA 99 (Health Care Facilities). By NSF 61 Restriction Statement: "Copper Tube (Alloy C12200) is certified by NSF-to ANSI/NSF Standard 61 for public water supplies meeting or in the process of meeting the U.S. EPA Lead and Copper Rule (56FR 26460, June 7, 1991). Water supplies with pH less than 6.5 may require corrosion control to limit I copper solubility in drinking water." P. 0. BOX 849 FULTON, MS 38843 4 (662) 862-2181 4 FAX (662) 862-5945 SEP 13 2000 11:47 601 862 4765 FflGE.01 IIIiL1I O.D. RATED INTERNAL WORKING PRESSURE (PSIG) 0 D NOM WT/FT FT/BNDL WALL 150°F 200°F 300°F 400°F .375 1/4 .145 500 .035 913 860 842 537 .500 % .269 500 .049 960 904 885 565 .625 1h .344 500 .049 758 713 698 446 .750 % .418 200 .049 626 589 577 368 .875 3/4 .641 200 .065 724 682 668 426 1.125 1 .839 100 .065 557 524 513 327 1.375 11/4 1.04 100 .065 452 425 416 266 1.625 11/2 1.36 100 .072 420 396 387 247 2.125 2 2.06 .083 370 348 341 217 2.625 21/2 2.93 .095 338 319 312 199 3.125 3 4.00 .109 328 308 302 193 3.625 31/2 5.12 .120 311 293 286 183 4.125 4 6.51 .134 306 288 282 180 5.125 5 9.67 .160 293 276 270 172 6,125 6 13.90 .192 295 277 271 173 8.125 8 25.90 .271 314 295 289 184 • Nu RATED INTERNAL WORKING PRESSURE (PSIG) O.D. NOM WT/FT FT/BNDL WALL 150°F 200°F 300°F 400°F .375 .126 500 .030 775 729 714 456 .500 3/8 .198 500 .035 662 623 610 389 .625 1/2 285 500 .040 613 577 565 361 . .750 .875 % 3/4 .362 .455 200 200 .042 .045 537 495 505 466 495 456 316 291 1.125 1 .655 100 .050 420 395 387 247 1.375 11/4 .884 100 .055 373 351 344 219 1.625 11/2 1.14 100 .060 347 327 320 204 2.125 2 1.75 .070 309 291 285 182 2.625 21/2 2.48 .080 285 269 263 168 3.125 3 3.33 .090 270 254 248 159 3.625 31/2 4.29 .100 258 243 238 152 4.125 4 5.38 .110 249 235 230 147 5.125 5 7.61 .125 229 215 211 135 6.125 6 10.20 .140 213 201 196 125 8.125 8 19.30 .200 230 216 212 135 EM -s-- RATED INTERNAL WORKING PRESSURE (PSIG) 0.0. NOM WT/FT FT/BNDL WALL 150°F 200°F 300°F 400°F .500 % .145 500 .025 485 456 447 285 .625 1/2 .204 500 .028 420 395 387 247 .875 ~ .328 200 .032 346 326 319 204 1.125 1 .465 100 .035 286 270 264 169 1.375 11/4 .682 100 .042 287 271 265 169 1.625 11/2 .940 100 .049 282 265 259 166 2.125 2 1.46 .058 254 239 234 149 2.625 21/2 2.03 .065 233 219 215 137 3.125 3 2.68 .072 215 203 199 127 3.625 31/2 3.58 .083 214 202 197 126 4 4.66 .095 213 201 197 126 Is 4.125 5.125 5 6.66 .109 198 186 182 116 6.125 6 8.92 .122 186 175 171 109 8.125 8 16.50 .170 195 183 180 115 Mueller Industries, Inc. (Ill 'v Ii (i1 (i I1t.I J it vvcN Of (I 'A.Ufb JI I) 1) I 400 'iou F ;tpw(I'I(I 1rflir . I ol Lf 135 I (I lilt1. lit 1.125 1 .065 '0 575 /05 1,85 545 'SI 1.375 1¼ .065 465 525 335 .83 100 1. f.2 5 ½ 07 43 .5 440 430 4.10 00 275 ' 104. 100 '1)5. io 21 I 3 100 2.625 2½ .095 355 330 325 .20 20 3.125 3 .109 340 320 315 205 293 20 3.625 3½ .120 325 305 295 205 4.00 20 4.125 4 .134 315 300 190 5.12 20 5 125 6.125 S. 6 1.ç) 305 290 200 20 185 180 6.51 20 8.125 8 .192 .271 305 290 2lL) 9 7 20 325 3W 300 190 13.80 20 .375 ip L 25.90 20 ¼ .030 .035 810 72p 705 450 .040 67S 625 35 625 500 3S . .125 500 .750 % .042 55 580 .i9a soo 875 :1/4 W 4 5 51 5 505 470 325 1.125 1 440 1S5 290 .362 200 1.375 1¼ .055 385 410 260 455 .655 280 1.625 1½ .060 35S 365 355 230 io 2.125 2 .070 . 315 340 330 300 210 .884 1.1.4 1OQ 2.625 2½ .OBO 295 290 275 185 1.75 2.0 125 3 3V .090 .100 275 175 32.5 275 260 25 160 2.48 20 .125 4 . .110 275) 255 245 155 333 4.29 20 5.125 5 ,.125 255 233 2,40 235 i.5 5.38 20: 6.125 6 .14Q I 21 'S 220 215 210 140 . 20 8.12 5 8 .200 240. 200 225 220 125 10 10;2020 ,. lyp 140 io 20 .500 3/D .025 475 150 435 436 410395 250 280 :145 500 .24 500 .875 1 :i 25 1 .0.32 .035 350 :Y4 .263 325 320 205 0 0 2200 295 Z75 270 175 .326 1.375 1.625 1¼ 1½ 942 019 , 295 275 270 175 .465 'A 1 2.125 2 : .058 290 275 2.70.170 .682 15)0 2½ .065 300 210 235 . 150 1.46 . 3 .07. 235 220 220 215 140 2.03 20 3'5 3½ .063 215 200 210 130 2. 8 20 125 1 095 '215 200 125 3.56 20 20. 5 125 5 109 205 190 125 456 20 6125 6 .122 190 190 1 175 120 666 20 8125 8 .170 . 200 11 165 115' S 20 1 J75 jiwv 120 . S• 1 625 12 1'! .0.0 012 275 i5 20 160 1 125 2 012 J5 145 .6Q B0 1 190 125 3 045 185 17 110 I 107 40 4 Jfl 125 00 1 20 5 0i2 169 130 Iy LU 00 443 - 'I.- 11. .; -, -. -- -- •- ,• -i-,- - I" A.j-. •- - A - - . . -3•/__ -, - r 4 - — .- — 4 A. - A - __T - - A - -' -, I A 'A t- .'- - (. A 1..'- .''j .:. '--_ A •' - •3,• .•-- •"I - ...:i A : '_-"- •i__•_:__•___;--.- ._ ,'-•• ' '_ - ç? _ ¼ - .-. - -3 .1 "A.. -.-' "A 1 ,' 1. -' - A A '- -. -- -'A-'-.'•..t :. - - - - - — - - - - -' :_ ' 1 - ..-j -f " — A •- -. - ''., -1.. ..X ;"" -, I - A - .'A. - A * I — •,, - '- / ._ A - A' -. - ,-.. a. -- — - . t__ .7 7. - -' .-- - 3 -"'7 -.. A -, 1. -, - - -. -. 'AA -, —— r- -7 - '7 - -' - -' - '-7 7 .- 3 1' A ¼'-'•' T Ring-Tite PVC Gravity Sewer Pipe. and Fittings Ring-Tite joint meets exacting tightness requirements, simplifies .'assembly "Locked-in" rubbersealing Aftng provides tight, flexible al. Meets requirements of STM D-3212 - Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals." Figure 1 Spigot pipe ends are supplied from factory with bevels. The bell is an integral part of the pipe section with the same strength. Meets ASTM D3034-SDR 35 4"-1 5"and ASTM F679 18"-2711 Introduction The growing demand for an effective all-out attack on water pollution highlights the need for improved sanitary sewage collection systems. A modern system.needs pipe with improved design for reserve strength and stiffness to increase load-bearing capacity - all within the framework of maximizing sewer-system capacity at reasonable cost. Ring-Tite PVC sewer pipe is designed to meet this need. Applications J-M PVC sewer pipe is suitable for conveying domestic sanitary sewage as Well as certain industrial wastes. For further information regarding the suitability of PVC for conveying various chemicals, contact your J-M pipe representative. Chemical Resistant: J-M Ring-Tite PVC sewer pipe is unaffected by the fluids found in ordinary domestic sewage. Itis immune to sewer gases and the sulfuricacid generated by the completion of the hydrogen sulfide cycle. It is immune to corrosive soils - both alkaline or acidic. Abrasion Resistant: J-M Ring-Tite PVC sewer pipe has excellent resistance to abrasion, gouging and scoring superior to that of most common piping materials Flow. Characteristics: J-M Ring-Tite PVC sewer pipe with long lengths, smooth interior, and 'factory-made close tolerance joints provides a Manning 'n' coefficient of .009. High-carrying capacity makes possible the use of flatter grades or smaller diameter pipe. Ask your J-M sales representative for a flow nomograph and the report "Hydraulic Characteristics-of PVC Sewer Pipe in Sanitary Sewers," ajoint study by Johns-Manville and Utah State University: - Locked-in Ring Through research and technology we proUdly offer "locked-in" rubber ring PVC sewer pipe. This factory-made joint eliminates the need' to insert rings in the field. Joint design and ctose manufacturing tolerances allow this joint to pass a 25 feet to head hydrostatic test in the laboratory and provides the basis for exacting infiltration/exfiltration specifications. Be secre in the future by designing' with J-M Ring-Tite PVC sewer pipe with low infiltration - specify infiltration not to exceed 50 gallons/inch diameter/mite/day. Call for ASTM D3034 SDR35 Provides Greater External Load-Carrying Capacity. This allows for the design and construction of PVC gravity sewer systems (4"-15") consistent with best engineering practices.. A• uniform minimum. "pipe stiffness," (P//ay = 46 psi) means 'no weak links: It also means that J-M PVC sewer pipe in 8, 10, 12 & 15" diameters has 60 to 75 percent greater pipe stiffness than SDR 42 and SDR 41 PVC sewer pipe. This increased "pipe stiffness" provides the extra needed at that critical time when. the pipe is first being installed in the trench and undefgoing bedding and backfill. WIC H20 Highway Load 16 14 12 10 500 1000 1500 2000 Pv Vertical Soil Pressure (Lbs/Ft2) Figure 2 Note: To convert vertical soil pressure to load on pipe.—' pounds per lineal foot—multiply by O.D. of pipe in ft. : tLive load applied on assumed area of 36" x 40". External Loads Background Loads imposed on buried conduits have, in past practice, been calculated by using the Marston load, formula. For trench loads Marston has a foimula for rigid pipe and another formula for flexible pipe. It is important to recognize that under identical conditions of bury the soil load generated on a flexible conduit is less than the load generated on a rigid conduit. The comparitive load on a rigid conduit verses the load on a flexible conduit is expressed as the ratio of trench width to the flexible pipe O.D. By definition, a flexible nduit is one which will flect before reaching e g failure. Marston's Formulas For Soil Loads Rigid Pipe WCd wBd2 Flexible PipeW= Cd w BCBd Prism Load Loads imposed on buried conduits have been calculated, by using the. Marston load formulas for rigid and flexible pipe. However, it has been determined that the Marston formula for flexible pipe may not determine the maximum long term load - the "Prism Load" formula is more accurate. The "Prism Load" is the weight of the column of soil directly above the pipe. Thus, precautions in keeping the trench narrow are unnecessary for a flexible pipe installation. The important thing is to compact the haunching material from the pipe out to the undisturbed trench walls. Therefore, J-M suggests that the maximum long-term load be determined by the prism load for design. Prism Load: P = wH (lbs/ft2) Where: W = Load on pipe (lb/un. ft) Cd= Load Coefficient w = Soil unit weight (lb/Ft3 Bd Ditch width (ft.) Bc O.D. of pipe (ft.) . 0 Where: P= Pressure at the top of the pipe due to the weight of the soil (115/112) w.= Soil unit weight— (lb/ft3) H = Depth from top of pipe to top of ground (ft.) Note: To convert prism load (lb./ft.2) to lb/linear ft., multiply by the O.D. of the pipe in feet, or:. W=wHB Live Loads Live loads imposed on buried conduits from traffic must also be considered in a design and become more important at stiallow depths. The combination of soil load and live load must be added, together to design for the maximum load as.shown in curves above. The soil load and live load must be added to determine the total external load on a buried conduit. This combined load should be used for design. Figure 2 illustrates the magnitude of soil and live lOads separately and also charts the magnitude of the combined or total loads: The curves in figure 2 apply only for H20 highway -loading and a soil weight of 120 lbs./cu. ft. At shallow depths of cover —3 feet and lOss, flexible conduits can deflect and rebound under dynamic loading conditions if the trench width i,s not '.': sufficientIyb'ridged. 'Unless special precautions are' taken to bridge-the trench in shallow installations, the breaking up of ffëxiblè r6ail ' surfaces may' resUlt.' Therefore, 'for shallow installations Under.fléxiI. road surfaces'(between,l and '3 feet), J-M.recothménds . Class 1* material be i&sed.Ln' the pipe ±One and üp'toths road elevation. This. recommendation' is not meant to confliOt'with the. designr eng,irTeers:. specifications and his.':. specifications will govern. *see page 8 for definition of Class 1. 3 Pipe Deflection Deflection is defined as the change in vertical inside diameter of a flexible con- duit when subjected to a vertical load. The amount of deflection that will occur in any flexible conduit is a function of three factors: Pipe Stiffness (F/ 6y) Soil Stiffness Load on the pipe It is important to recognize that flexible conduits per- form differently in the ground than they do under laboratory flat plate loading. The interaction of pipe stiff, ness and soil stiffness com- bine to give flexible conduits a high effective strength when buried. Methods for Predicting Pipe Deflection The-most commonly used, approach in predicting deflection has been the modified 'Iowa Deflection Formula." Modified Iowa Formula: DLKwr3 = El +.061 E' r3 Where: Ay = vertical deflection (Inches) DL = lag factor (1.5 maximum) K = bedding factor w = earth load (lb./in.) r = mean radius (oD_1) (in.) 2 E = modulus of elasticity (lb. un .2) 'I = moment of inertia t3/ 12 (in. 3) E' = soil stiffness (lb/in.2) Although considered a con- servative approach, con- siderable variation in predicted deflection will. result depending, upon the choice of empirical con stants E', K and DL. When design is based on actual laboratory test and previous field measurements it is unnecessary to. know the actual load acting an the pipe or the soil stiffness; Thus an installation can be designed with a known fac- tor of safety provided enough empirical data is available. To accommodate the pro- blem of having to establish data for the.n'ümber of trench widths that are found in the field, the prism load was chosen because. it represents the maximum loading condition on a flexi- ble pipe. Time lag to account for future settlement of the backfill. can..be included by choosing l,ong. term values of deflection. J-M has developed through: laboratory tests and actual field data the maximum long term deflection chart, Figure 3, shown on page-7.-This chart eliminates the guesswork in predictklg. deflection and gives the design .en9ineer a quick. ready reference. This chart is for PVC SDR 35 Sewer. pipe only. The values given.' br deflection limits are the ultimate long term deflection that will occur in a particular soil plass.having a given density. (compaction) in the haunching area of the pipe zone for various heights of cover (feet). .. Empirical methods of predic- ting deflection have volved in rece nt. years which, eliminate the guesswork inherent in the Iowa method. Use of Maximum Long Term Deflection Chart 1. Where live loads are not a factor or not invô Wed in the total external load on the pipe, the chart can be used directly to determine the limit of the maximum long-term deflection of the PVC pipe. Example: If an 8" PVC SDR 35 Sewer Pipe is installed in Class IV material, having 85% compaction in the pipe zone'and with 12 feet of cover, what will be the maximum long term deflection limit? Answer: 1. The combined (dead and live) load on the pipe will be approximately 1000 lbs./ft2 or 1000 x 1 ft. (pipe diameter in feet) = 1000 lbs./Iin ft. (per Figure 2). Enter table of prism loads (Table 1) under column 12 - Pipe Diameter (inches) - and read down until nearest figure to 1000 is reached, across from soil wt. of 120 lbs/ft.3. In this case, 1000 appears opposite 120 lbs/ft.3. and 8 ft. - height of cover. This represents the equivalent prism load for the combined (dead and live) load given above. Now enter maximum long term deflection chart andread the maximum long term deflection color code for Class Ill bedding classification, 65% density,. and 8 ft. of cover. Dark green - maximum long term deflection will not exceed 5%. In working with these charts, 'it becomes apparent that: Soil density in the pipe zoneplays a greater role than soil type in the control of deflection in buried flexible conduits. The amount of.deflection is independnt of pipe size, providing all:pipe izes are SDR 35. Note pipe size does not appear in'thé thart for maximum long"term deflections. . Answer: Pipe will never deflect more than 5% (color code .L dark green). Where live loads must be Cidered, determine, first, s combined total external load o'n'the'pipe. Next determine the equivalent prism load (without Iiveload) for the'particular pipe size invol'ed using the table of prism loads, Téble 1. Read across to the left for the height of cover (ft.) for the equivalent prism load. Using this height of 'cover with the bedding class and proctor density, enter the maximum long term deflection chart, FigUre 3, to determine the maximum long term deflection limit Example: If a 12" PVC SDR 35 Sewer Pipe is installed in Class Ill material, having 65% compaction in the pipe zone, with 3 feet of cover, and 120 lbs/ft3 soil, and H-20 (highway load) live load are imposed on the buried pipe, what will be the maximum long term deflection limit? Maximum Long-Term Deflections of PVC (SDR 35) Pipe (Percent) DENSITY ASTM (Proctor) Height of Cover (Feet) Bedding AASHO Classification 1-99 1 3 I 5 1 8 110112 1 14116 1.8 20 I 22.124 Gravel Class I Maximun'i long t'eriT deflection will not exceed 5" J Maximum 7.5 deflection This, zone not remmended Clay Class IV 85% 75% 65% Peat Class V This soil class not recommendea Figure 3 Note: Deflection values shown do not include effect of live load or longitudinal b e n d i n g . No length of pipe installed under conditions specified will deflect more than is indica t e d ; t h e pipe will deflect less than the amount indicated if specified density is obtained. External loading based upon soil weight of 120 lbs. per cubic loot. Deflections predicted are based upon pipe which was initially circular prior.to installation. Actual deflections may 'differ because of initial out of roundness caused by stora g e a n d / o r handling. These variations should be taken into account when measured deflection s a r e compared with those in' the table. Bedding classifications are as indicated on page 8 and correspond to ASTM D23 2 1 . Deflections listed in table are maximum long term values. The suggested maximum l o n g term value is 7.5 percent which is approximately equal to a 5 percent initial deflect i o n . Initial deflection is deflection taken within the 1st 24 hours after trench is backfille d . Class II 90% 80% Sand Class lii 90% 85% 75% 65% I nstallation El Pipe Zone Terminology 6.in..121n.L P:f 166 :n 91 Zone pip Figure 4 Foundation preparation is only required when the trench bottom is unstable. 0 y foundation that will pport. a rigid pipe without caus'ing.Ioss of grade or flexural breaking of pipe will be more than adequate for PVC pipes. Bedding. The bedding dir?ctly underneath the pipe is required only to bring the trench bottom up to grade. It should not be so thick or soft that the pipe will settle and los? grade. The purpose of the bedding is to provide uniform longitudinal support of the pipe. Haunching. The haunching area is the most important in terms of limiting the deflection of a flexible pipe. This is the area that should be compacted to the proctor densities shown in chart on page 7 lItlal Backfill. Initial backfill begins above the springline of the pipe to a plane 6 hes to 12 inches above pipe. Compacting soils Initial backfill Pipe Embedment Haunching Bedding '.. max. 6 —\ Foundation \ (may not be required) to levels above the springline gives little additional side support. Most of the support is accomplished by compacting the soil surrounding the lower half of the pipe. Caution: If hydro-hammers are used to prepare the bedding and backfill for the road surface, they should not be used within 3 feet of the top of the pipe and then only if the pipe zone soil density has been previously compacted to a minimum 85% standard proctor density. Pipe Zone Materials Pipe zone materials include the material in the haunching area and the initial backfill (see figure 4). They include a number of processed materials plus the soil types listed under USCS Soil Classification System (FHA Bulletin No. 373). These materials are grouped into five broad categories according to their suitability for this application, as follows: Class I. Angular, ¼" to 11/2" graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed stone and crushed shells. Class II. Coarse sands and gravels with maximum particle size of 11/2 inch including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil type GW, GP, SW and SP are included in this class. Class Ill. Fine sand and clayey gravels, including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil types GM, GC and SM and SC are-included in this class. Class IV. Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil types MH, ML, CH and CL are included in this class. Class V. These materials are not recommended for bedding, haunching or initial backfill. Key to Pipe Performance The performance of a flexible conduit does not depend only on the Class of embedment materials used, but more importantly, on the density of the material in the haunching zone. The chart on page 7 shows that SDR 35 PVC sewer pipe will perform in Class Ill material equally as well as a Class I material with adequate compaction. By utilizing a combinatibn of soil Class and soil density, the design engineer can achieve the most economical installation within recommended deflection limits. Excavation and Pipe Laying. As with other pipes, the trench for PVC is excavated with bell holes to give uniform bearing along the full length of each pipe section. The ditch should be wide enough to allow for proper 'placement and compaction of the selected materials in the haunching area. Sheeting. If soil conditions or regulations require the use of sheeting or boxes, they should be used, in a manner as not to disturb the embedment material within two pipe diameters on each side of the pipe. Compaction Techniques. Flooding or jetting are commonly used methods for obtaining desired densities of granular embdment materials. If flooding is used, the embedment materials should be allowed to dry below optimum moisture before final backfill operations are begun. If jetting is used, desired density of the embedment J-M offers a complete line of PVC sewer fittings to be used with PVC Ring-Tite sewer pipe. J-M distributors, adaptors are available to connect J-M RingTite PVC sewer pipe to other pipe materials. Installation Fitting and Adaptors materials should be previously obtained by other methods. Neither flooding or jetting should be used if the possibility of washing away side support exists. Permissable Horizontal Curvature 4 in. through 12 in. Curved sewers should be accomplished by bending the pipe rather than deflecting the joint; per table 2. Curves for pipe 15 in. and larger should be made by an allowable 1.5 degrees at the joint. Deflection Testing— When Is It Needed? J-M's position on deflection testing is that routine measurement of deflection of installed PVC Sewer pipe An 35), with minimum pipe _____'ss of 46 psi, is totally u ece.ssary and uneconomical a superfluous added construction cost for PVC Sewer pipe installations. This position applies to all routine deflection testing whether performed by the "Go-No Go Gauge" method for compliance to maximum deflection limits or by instruments which measure and record actual pipe deflections. When recommended installation practices are followed, including required compaction in the haunching area, pipe deflection will not exceed our recommended long term deflection limit of 7.5%. At this deflection limit, the PVC Sewer pipe will have a minimum factor of safety of 4 in deflection failure. Proof of this position is that more than 500;000,000 ft. of PVC Sewer Pipe are performing satisfactorily in the field today On the other hand, where improper installation practices are known or suspected, questionable bedding materials are employed and/or installation conditions are severe, deflection testing of these sections of the sewer pipe installation should be considered advisable by the engineer. Rubber gasketed tee and wye saddles are available for field service line taps into previ- ously installed PVC sewer lines, which eliminate the need for field solvent welding. Through the large network of 111creaser Tee-Wye LIII Cap Tee 90° Bell x Bell Elbow 221/2° Bell x Bell Elbow 45° Bell x Spigot Elbow The fitting illustrations below are representative only of the types of fittings and adaptors available. Actual configurations or design of fittings may vary with size or manufacturing origin of the fitting. Ask your J-M Sales Representative for more detailed information. Wye & Tee Saddles Double L:iJ Bell Coupling Plug '111111 ' 5- Wye Bell x Bell Elbow 90°• Bell x Spigot Elbow 22½" ,) Bell x Spigot. Elbow Double Wye Force Req. to Bend—Lbs. Nominal Size Mitt Radius At End of Inches Feet 20' Length 121/2' Length 4 150 6 10 6 150 20 33 8 200 48 78 10 250 95 152 12 300 160 255 Linear Offset at Minimum Radii Nominal Size Inches. 20' Length 121/2' Length 4 24.0 Inches 9.3 Inches 6 15.9 6.3 8 11.9 4.7 10 9.6 3. ____ 8.0 3.1 Table 2 Figure 5 .•...........• ..•.--.--. .- .. Short Form Specification I R] Scope This specification designates general requirements for unpiasticized polyvinyl chloride (PVC) Plastic Gravity Sewer Pipe with integral wall bell and spigot joints for the conveyance of domestic sewage. Drop Impact Test Pipe (6" long section) shall U6 subjected to impact from a free falling tup (20-lb. Tup A.) in accordance with ASTM Method of Test D2444. No shattering or splitting (denting is not a failure) shall be evident when the-following energy is impacted: Joint Tightness Two sections of pipe shall be assembled in accordance with the manufacturer's recommendation. Joint shall be tested in accordance with ASTM 03212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals." Materials Pipe and fittings shall meet the requirements of ASTM Specification 03034 for 4"-15" SDR 35 and F679 for 18"-27". The pipe shall be colóréd green for in-ground identification as sewer pipe. Oipe .Pipe.shall be suitable. for use as a. gravity sewer coiduit. Frovisiôns must be made for cont?àction and expansion at each joint with a rubber-ring. The bell shall consist of an integral wall section with a solid, cross-section rubber ring, factory assèmbl&decüiely: locked in place tó.prevènt: displacement during assembly. Sizes and dimensions. shaU;b.ä . s shown in this pecLfibation Standard laying lengths shall be 20ft: and: 13 ft. ±1 inch. At:nanüfactuers. option, random lengths Of not more than 15% of total footage of each. size may.- be shipped in lieu of standard lengths. Nominal Size Inches Ft. -Lbs. 4 150 6 210 8 210 10 220 12 220 15 220 18 220 21 220 24 220 27 220 Fittings All fittings and accessories shall be as manufactured and furnished by the pipe supplier.or approved equal and have bell:and/or spigot coñfiguatioijs corripatible with that of the pipe. Temperature for Testing Pipeshall.be designed to pass all tests at 73°F (±3°F). 'PpStfffhs Minimum "pjp'e Stiffness" (F//i y) at 5% deflection shall be46psifor all sizes When tested in.accordanQe withASTM Method of Tt D2421 "External Loading . Pro pert ies of Plastic Pipe. by Parallèl-PlateLoadin." Flattening There shall be no evidence of splitting, cracking, or breaking when the pipe is tested as follows: Flatten specimen of pipe, six inches long between parallel plates in asuitable press until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within two to five minutes. Gaskets. Material used for elastomeric seal in push- on joints shall meet the requirements of ASTM Specification F 477. Installation Product should be installed in accordance with J-MPublication TR-61 4B, 'Green-Tite'TM PVC Gravity Sewer Pipe Installation Guide." ~ NO 10 Sizes, Dimensions and Weights Bell and Spigot Assembly (Inches) N Assembly Stripe ( IJI7' Im Pipe Pipe Details Bell Details Approx. Size Average Mm. Wall Approx. Weight Inches O.D. Thickness "T" D5 08 D9 N Lbs./Ft. 4.215 0.120 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 8.460 .. 8.440 10.10 4.10 4.24 10 1 0 12 10.500 12.500 0.300 0.360 10.570 12.577 10.548 12.554 12.40 . 14.50 4.70 5.15 6.64 . 9.50 15 15.300 0.437 15.380 15.362 18.00 5:40 14.14 18 118.701 0.536 18.764 18.764 21.98, 5.90 21.43 21 22.047. 0.632 22.110 22.110 25.63 6.40 29:8.8 1 . .I •• Pipe Size Inches . Mm. Wall Ave. O.D. Thickness "T" . Approx. 05 D8 D9 Approx.. Wt. N . Lbs/Ft. 24" 27" 24.803 0.711 27.953 0.801 25.04 24.99 28.80 28.72 . 28.17 . 32.50 '11.25 38.96 12.75 49.47 0) 0 11 I— L-1 C The physical (or chemical) WARRANTY propertiesof J-M products J-M warrants that its standard products are manufactured described herein' represent in accordance with its applicable material specifications typical average values ob- and are free from defects in workmanship and materials, tamed in accordance with using J-M's specifications as a standard. Every claim under accepted test methods and this warranty shall be deemed waived unless in writing and are subject to normal manu- received by J-M withir' thirty (30) days of the date the facturing variations. They defect was discovered, and within one (1) year of the date are supplied as a technical of the shipment. Claims for product appearance defects, service and are subject such as sunbleached pipe etc., however, must be made to change without notice. within thirty (30) days of the date of the shipment. J-M must first be given an opportunity to inspectthe product alleged to be defective in order to determine if it meets J-M specifications and if the handling, installation, and operating conditions have been satisfactory and in accor- dance with J-M recommended practices. Products sold by J-M which are manufactured by others are warranted only to the extent and limits of the warranty of the manufac- turer. The limited and exclusive remedy for breach of the above warranty by J. -M shall be the resupply of.a like quan- tity of non-defective product. J-M shall not be liable for any INCIDENTAL, CONSEQUENTIAL, OR OTHER DAMAGES OF ANY KIND, INCLUDING, WITHOUT LIMITATION, ANY EXPENSES FOR REMOVAL OR REINSTALLATION RESULTING FROM ANY DEFECT. J-M MAKES NO OTHER REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS-OR IMPLIED, IN FACTOR IN LAW, INCLUDING, WITHOUT LIMITATION, THE WARRANTY OF MERCHAN- TABILITY AND WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, OTHER THAN THE LIMITED WARRANTY SET FORTH HEREIN. Visit our website at www.jmpipe.com J-M SALES& MARKETING I J-M PIPE CUSTOMER SERVICE CENTER 973/535-1633 OR 800/621-4404 ., ,M PIPE -M Manufacturing Company, Inc. . 9 Peach Tree bIjII..Joad Livingston, NJ 07039 TRX-11B Rev. 8/98 . . 8.0, Inc. Made in. USA 31 0 TAB 2-VALVES AVK GATE VALVES. WITH LOW-ZINC STEMS, AND 10-MILS OF FUSION BONDED EPDXY. APCO #50 1" AIR RELEASE VALVE A Series 25 Resilient Wedge Gate Valve Meets or Exceeds the AWWA C509 Specification WIPER RING To prevent impurities from entering into the stem seals and to protect the 0-rings DUCTILE IRON GLAND FLANGE For protection should the valve be over-torqued in the closed direction - will not break or crack STAINLESS STEEL STEM - STANDARD LEAD FREE - No extra cost Threads rolled in a separate cold pressing process to enhance strength Rolled threads ensure smooth thread edges and low operating torques 64,000 PSI yield strength - twice the AWWA requirement Bronze stem available FULLY ENCAPSULATED - WEDGE 'er iron core fully ulated in EPDM rub with an integral low zinc bronze stem nut for optimum corrosion protection and precision wedge tracking American AVK Commitment: Quality Products - Delivered On TWO 0-RING STEM SEALS To reduce friction and prevent wear and tear - replaceable under full pressure THIRD 0-RING STEM SEAL Protects upper stem seals from impurities entering from the water way STAINLESS STEEL BOLTS - STANDARD Gland bolts and bonnet bolts supplied in stainless steel for corrosion resistance - COUNTERSUNK BONNET BOLTS Each bolt capped with hot melt to totally isolate the bolts from corrosive environments 0-RING BONNET GASKET \ Gasket wraps \ each bolt to prevent corrosion COATING TO AWWA C550 Electrostatically applied fusion bonded epoxy coating inside and outside for excellent corrosion resistance 100% TESTING All valves tested to 250 PSI/500 PSI Time High Quality: Products are proudly MADE IN AMERICA Tested to AWWA, UL, ULC and FM requirements Product Range All standard end configurations available Size range: NRS gate valves 1" - 24" Size range: OS&Y gate valves 21/2" - 12" Size range: post indicator gate valves 4" - 12" GENUINE Class 250 psi resilient wedge gate valves available - NRS 4" - 12" 18" - 24" NRS Resilient Wedge Gate Valves ing the exclusive AVK PowerSaver re for reduced operating torque. Another AVK Innovation - Series 18 Combi-Tee Valve: Push-on or MJ connection Sizes: • 6"x6" • 8"x6" • 12"x6" Time saving installation and competitive pricing Designed for lateral hydrant installations off main lines Main line laying length to AWWA C-1 10 Gate valve to AWWA C-509 Epoxy coated inside and out to AWWA C550 American AVK Company Locations To Serve You: Fresno, California N. Charleston, South Carolina Telephone: (559) 452-4300 Telephone: (843) 552-5557 ]Nk*V Fax: (5S9) 251-0246 Fax: (843) 552-8852 AMERICAN AVK COMPANY AMERICAN AVK RESILIENT SEATED GATE VALVE, 250 PSI Meets or exceeds AWWA C509 (latest) Flanged - 2" through 16" Push-on for D.I. Sized Pipe - 4" through 16" Push-on by Flange for D.I. Sized Pipe - 4" through 16" Push-on for Asbestos Cement Pipe - 6" through 12" Flange in Accordance with ANSI B16.1, Class 125 Push-on for D.I. Sized Pipe in Accordance with ANSI/AWWA C11 1/A21.11 Push-on for Asbestos Cement Pipe in Accordance with Appendix A" of AWWA C400 for Class 150/200 A/C Pipe Used For: For water and neutral liquids to maximum of 160° F. Tests: Shell Test: 500 PSI Seat Tests: 25 PSI and 250 PSI Operating Torque Test Approvals: NSF 61 Components: Standard: Optional: I Bonnet Gasket, Wiper Ring Stem Seal 0-Rings, Gland Flange 0-Ring Gland Flange Valve Body, Bonnet, Wrench Nut, Handwheel Thrust Collar, Wedge Nut Stem Seal Bushing Wedge Coating Buna "N" Buna "N" Ductile Iron Cast Iron Bronze Polyamide Ductile Iron Fully encapsulated with EPDM inside and out Fusion bonded Epoxy inside and out /0 Meets or exceeds AWWA C550 End Gasket/s U None ush-on for D.I Sized pipes U Push-on for A/C U Transition for D.I. To I.P.S. (10" & 12") Stem U Stainless Steel ' ..ow Zinc Bronze All Nuts and Bolts U Grade 304 SS U Grade 316 SS Operated by U Wrench Nut U Handwheel Opening Direction U Open Left U Open Right j~ x:F:L ) POxPO ACxAC Subject to change without notice American AVK / 99 3425X0BF AMERICAN AVK RESILIENT SEATED GATE VALVE, 250 PSI Meets or exceeds AWWA C509 (latest) Flanged - 2" through 16" Push-on for D.I. Sized Pipe - 4" through 16" Wh -on by Flange for D.l. Sized Pipe - 4" through 16" -on for Asbestos Cement Pipe - 6" through 12" e in Accordance with ANSI 616.1, Class 125 Push-on for D.I. Sized Pipe in Accordance with ANSI/AWWA C111/A21.11 Push-on for Asbestos Cement Pipe in Accordance with Appendix "A" of AWWA C400 for Class 150/200 NC Pipe Component List Bonnet Bolts Bonnet Bonnet Gasket Body Wrench Nut/Handwheel Bolt Wrench Nut/Handwheel Washer Wrench Nut Wiper Ring Gland Flange Bolt Gland Flange Gland Flange 0-Ring Upper stem Seal 0-Rings Stem Seal Bushing Lower Stem Seal 0-Ring Stem, Stainless Steel Thrust Collar 237. Wedge A C FLxFL WI' r1POxFL B — POxPO ACxAC Ref nos. Ends Size A B C Weight (Approx) Lbs. 25-050-40 2" 101/2" 7' 2" 40 25-065-40 21/2' 123/4" 71/2 2" 45 25-080-40 " 3" 13 8" 2" 50 25-100-40 " 4" 141/2" 9" 2" 73 25-150-40 " 183rn' 101/2' 21/2" 117 25-200-40 " 215/8' 111/2" 21/2 183 25-250-40 " 10" 251/2 21/2" 282 25-300-40 17 281/2" 3" 367 25-350-40 " 14" 353/8" 15" 3" 592 25-400-40 " 16 36' 16" 21/4 810 25-100-50 POxPO 4" 141/2" 101/8' 78 25-150-50 " 6" 183/8" 12" 118 25-200-50 " 8" 215/8" 13" 187 25-250-50 10' 251/2" 137/8" 335 25-300-50 ' 12' 281/2" 151/2' 461 25-400-50 16" 36" 253/4' 766 25-100-60 4" 141/2' 91/2" 78 25-150-60 6" 183/8' 111/4' 118 25-200-60 " 8" 215/8' 121/4" 187 25-250-60 " 251/2" 133/8' 335 25-300-60 " 41 " 281/2" 147/8' 460 25-400-60 " 16" 36" 183/8" 799 210-70 ACxAC 6" 141/1 187 •70 . " 8" 183/8" 186 -70 " 10" 215/s" 137/8" - 336 25-300-70 - " 12" 251/2" 151/2" 460 Subject to change without notice A Mr American AVK / 99 3425X08F rage I Techchnic& Information Bonnets, Bodies, Gland Flanges, Nozzle Sections, Hydrant Flanges, Bases and Extensions 0 Cast Iron - ASTM Al 26 Class B Ductile Iron - ASTM A536 Stems, Wedge Nuts, Thrust Collars, Hydrant Operating Nuts, Seats, Drain Rings Steel ASTM A108 Used in: Dry barrel hydrant stem rod Stainless Steel AlSI 420 - ASTM A276 Used in: NRS stem AISl 430F Used in: NRS stem AISI 304 Used in: Dry barrel hydrant stem couplings, NRS stem*, dry barrel hydrant stem rod* Copper Alloy UNS C35300 Used in: Valve thrust collar, wedge nut, OS&Y stem/stem nut, Series 03 wedge core. Dry barrel hydrant stem nut, thrust nut, stem rod bushing Copper Alloy UNS C36000 Used in: Dry barrel hydrant drain bushings and plugs, OS&Y • stem Copper Alloy UNS C65500 Used in: Wet barrel hydrant stem Copper Alloy UNS C83600 Used in: Thrust collar*, wedge nut*, OS&Y handwheel washer, dry barrel hydrant seat, dry barrel hydrant drain ring Copper Alloy UNS C84400 Used in: Hydrant nozzles Copper Alloy UNS C86500 Used in: NRS stem*, dry barrel hydrant stem nut* and thrust nut* Copper Alloy UNS C99500 Used in: Wet barrel hydrant valve carrier and retainer, NRS stem* Copper Alloy UNS C95500 Used in: 12' OS&Y stem * On special request only Bolts, Nuts, Washers, Glands, Bushings Electro-galvanized steel - ASTM Al 64 Hot dip galvanized steel - ASTM A153 Stainless Steel - Grade 304 Stainless Steel - Grade 316 Plastic (Anti-friction washers) - Polyamide - 6.6 Plastic (OS&Y Gland and Gland Bushing) - Akulon - S223-EH Subject to change without notice MNLR7 Arnerican AVK/99 34AAP1 EF Page 2 Wiper Rings, 0-rings, Bonnet Gaskets, Wedge covering, Hydrant Main Valve covering SBR IRHD: Tensile Strength: Elongation (Mm.): Temperature Range: Used in: NBR IRHD: Tensile Strength: Elongation (Mm.): Temperature Range: Used in: IRHD: Tensile Strength: Elongation (Mm.): Temperature Range: Used in: EPDM IRHD: Tensile Strength: Elongation (Mm.): Temperature Range: Used in: 70 2,175 PSI 300% -122 +212 Degrees Fahrenheit Wedge covering 70 2,030 PSI 250% -68 - +230 Degrees Fahrenheit Wiper ring, gaskets, 0-rings 95 3,335 PSI 180% -40 - +248 Degrees Fahrenheit Wet barrel hydrant valve discs, dry barrel hydrant gaskets 70 1,885 PSI 300% -40 +248 Degrees Fahrenheit Wedge covering 'A IRHD: 85 Tensile Strength: 2,248 PSI Elongation (Mm): 195% Temperature Range: -86 +248 Degrees Fahrenheit Used in: One piece dry barrel hydrant main valve Epoxy Coatings - To AWWA C550 - Nominal ThickneslOiiiil? H. B. Fuller Company IF-5817, Blue IF-1947, Red Oxide IF-6720, Yellow Primer Hybrid IF-7027, Black Polyester IF-5008, Red Polyester Paint for Top Coating and Touch-ups Pittsburgh Paints (PPG) 55-302-Brilliant Yellow 55-310- Silver 55-311- Gloss White 55-315-Rust Control-Gray Primer 55-324- Brilliant (Safety) Red 55-330- Safety Yellow 6-230-Aluminum UC-65355-Pitthane Irish Green 95-8000-Pitthane Lime Green Evergard Oil Base Gloss, Rust Red Alkyd-oil Gloss Enamel, National Blue S A Subject to change without notice American AVK /99 34APP1 EF Page 3 For additional information and 'points of purchase for the paints, please contact: Kasparian's Paint Center 4635 N. Cedar Telephone: 559-222-3131 Fresno, CA 93726 Fax: 559-222-3339 Hot Melt Seals for Bonnet Bolts FENTAC Production Pressure Tests ANSI/AWWA C502 500 PSI, entire hydrant 500 PSI, against closed main valve ANSI/AWWA C503 400 PSI, all outlet valves closed ANSI/AWWA C509 25 PSI, each side of closed gate with downstream side open 250 PSI, each side of closed gate with downstream side open 500 PSI, Shell test, gate open Independent Organization Testing Underwriter's Laboratories - All dry barrel fire hydrants and some gate valves are Listed at 250 PSI Working Pressure. All other gate valves and all wet barrel fire hydrants are Listed at 200 PSI Working Pressure. Underwriter's Laboratories of Canada - All dry barrel fire hydrants and gate valves are Listed at 200 PSI Working Pressure with some gate valves Listed at 250 PSI Working pressure. Factory Mutual - All dry barrel fire hydrants and some gate valves are Approved at 250 PSI Working Pressure. All other gate valves and wet barrel fire hydrants are Approved at 200 PSI. NSF 61 Approval —All Series 18, 25 and 45 NRS gate valves 21/2" through 12". U.S.C. F.C.C.C.& H.R. - NRS and OS&Y Gate Valves have been tested and approved for use on Backf low Prevention Devices Handwheel Dimensions Valve Series Valve Size Diameter Weight (approximate) 18, 25 and 45 2" 7.08" 3 lbs 21/2" ' 8.86" 6112 lbs 3" 8.86" 61/2 lbs 4' 11.02" 73/4 lbs 6' 12.60" 91/2 lbs 8" 14.17" 131/2 lbs 10" 19.69" 241/2 lbs 12" 19.69' 241/2 lbs 14" 25.14" 371/4 lbs Series 03 1" 4.75" 21/2 lbs 11/4" 4.75" 21/2 lbs 11/2" 4.75" 21/2 lbs 2' 4.75" 21/2 lbs 3" 8.86" 61/2 lbs Subject to change without notice Ire American AVI< 199 34APP1 EF Page 4 Operating Specificatiohs Valve Size Turns Weight Open to close (Approximate) 1" 7 81bs 11/4' 9 9 lbs 11/2' 11 14 lbs 2" 10 18-40 lbs 21/2" 12 21-45 lbs 3" 13 25-50 lbs 4' 14 73-78 lbs 6" 22 117-119 lbs 8" 26 183-187 lbs 10" 32 282-335 lbs 12" 38 367-460 lbs 14" 44 590-600 lbs 16" 51 766-820 lbs 18" 40 1,243 lbs 20" 44 1,301 lbs 24" 53 1,526 lbs Operating torques will vary depending on the field conditions that include normal line pressure, pumps that come on line, water hammer as well as elevation as compared to the water pressure source (this will affect the Static Pressure at the site of the installation). In accordance with current AWWA Standards, at the time of purchase and upon installation or routine maintenance or repair, all valves should be operated from full open to full close and open again. At this time the size of the valve, location, bury depth, number of turns to operate, direction of open and torque required should be recorded for future use. For information, to calculate Static (Head) Pressure: 2.31 feet of elevation = 1 PSI, plus or minus, depending on the location of the work as compared to the location of the pressure measuring instrument. Quality Assurance All of the products produced by American AVK come with a full 10-Year Warranty against all material and manufacturing defects, from the date of purchase. Should you have any additional questions, please call American AVK at 559-452-4300. Nw Subject to change without notice /f American AVK / 99 34APP1EF SIMKE LEVER If V2 /34,(J,/Height Width ...............33/4" Weight:::: .........61bs. l nlet—½,% or 1" pipe thread 1Z * SPECIFY IF OPERATING PRESSURE BELOW 20 PSI . APPROVED LISTED Height ................5 Length ............6%" th .........3-5/16" W .5½1bs. NO. nlet—½" pipe OL d • • • • • • *APPROVED LISTED AIR RELEASE VALVES An Air Release Valve has a small venting orifice and is used wherever air is en- tr •n water under pressure. These pockets of air increase the resistance to the flow of water; and in critical installations, can re he capacity of a line down to zero. The most serious features of this increased resistance however, is most installations will suffer increased resistance of 10 to 15%. The increased resistance must be overcome by the pump using more power than necessary to move the required amount of water. Such a loss can continue unnoticed for years creating excessive power consumption costs and is the reason why all points where air can collect should be equipped with APCO Air Release Valve. These valves have much smaller orifices than the Air and Vacuum Valves. Their function is to release small pockets of air which gather at the high points of a system, after it is filled under pressure. This Air Release Valve has the ability to open against internal pressure because it has a small orifice, and a leverage mechanism, which multiplies the force of the float. This force must be greater than the internal pressure across the orifice, in order to open the orifice when a pocket of air needs to be vented. This explains why, as the internal pressure increases, the orifice decreases in size to facilitate the valve opening. Uses Stainless Steel Floats Exclusively! Examine these QUALITY features provided at no extra cost! Every valve hydro-statically, factory tested ASTM QUALITY materials guaranteed throughout Stainless Steel Floats—guaranteed for 1000 P.S.I. Conserve pumping power—Eliminate restricted high points. Create maximum pipeline efficiency—Use APCO Air Release Valves 3/ ei ht 7" I Lengt.8½" 41/a" Weight .............9 • , • • N Inlet-3/4" pipe thread MATERIALS OF CONSTRUCTION Body and Cover ........................Cast Iron Float .............................Stainless Steel Seat ...................Brass-Stainless or Buna-N Needle ...................Brass or Stainless Steel Linkage...........Delrin, Bronze or Stainless Steel internal parts—Lever Pins, Retaining Pings, are Stainless Steel, Bronze or Brass. NOTE: Great care is taken in choice of materials to avoid galvanic action! 88 ti ; NEERS Air'Release Valves and Air and Vacuum Valves are essential components to total pipeline design essential valves, pipeline capacity, accuratelcalculated as being ndèdffli1 -, 41 ..; ....................................... - -" reduced,.5Efo O%d toaftpddkt-builfup inth'e line. . . and this reduced capa&ty, unfortunathly, will ilpjh • •- S •. . T line capacity, but the culprit willalso rob precious-ekctricalenergy ailloiaà-liight head to overcome the co.nstried flw. The.èliriiiñátbii .ofài6cfl .. . •. . - -. rimprovestne pipehneefficiency - ,1 £conomy 4ir..4eiease alves and Air Yacuum Valves are fairly simply constructed valves therefore, not expensive. AICO ov'i ál twithut xcept10 n, cost of air valves is less than one half of one1percehoftl if adeilli 'dlla piehn w6uld require apprdximately $5,000bO worth of Air Va14 " zd .. ' pr6tectioñ of expensive pipelines. Furtherhore,thifReleaselVa1ve i poc maximize capacity and operating efficincy tofthe p4elixe meow gewii1 a it isa well known fact air pockets er L Basically there are Two types of Air Valves... i.AIR RELEASE VALVES Typically With Small Orifice /2" Diameter Or Smaller and When These Two Valves Are Combined... 2.Air AND VACUUM VALVES Typically With Large Orifice ',4" Diameter Or Larger We Have ... 3.COMBINATION AIR VALVES Or Double Orifice Air Valves S.. '. --•---' -t- .Therefore;probiems with air entr pped i4 _a system can range from mild but,costly to severeand destructis', - --- - ------ ------ ER jphould anticipate,thc problems previously Qutlinedand prevent accumulatioofirby,instalhng4RV)c k AIR RELEASE VALVE OPERATIOj Thevalvcint1iedon-a hihpoint of the stem will-fill with-liüid, shutoffañdbe subjectedo system r.ëssOre. I Dunng system opcition small particles oçair will separate from the liquid and enterthe valve Each particle ofauwl the hquid within the vie id lower the hquid level relative to the float When the liquid level lowers to a point where tlfloat ill dr 1hisction opens the-valve orifice and allows the air which has accunulated in the uperorndi "tmohere AS air ireleased liuid level within the valvenc oe again rises liftin the float and 't ciclerepe(ts itelf oftEn as air'accumulated in the valve ii l ,- Abilityof the(ARV) to,,open and release accumuatedair under pressure isachieved e i,m'chmsm' When the float is no1onge buoyant this meclànism plus the weighif the floatpc than hold th valve cI6'sd A&rdingiy for a given (ARV) the higheihe $stem p'h diameter mist be allpw the valv aire tpei and release acumlat ConeV sely with the sue,'alager diahjeter can b used to release accumulatd air 4-t- ,. J; NO'fEARV) i& intendedto relese air as it accttmulates at high1poii duing syste omlly recoicimeded for vacuum protection nor to vent large volumes of ir when film . J. becaue hirntiy (ARV) haysmall orifices ustall 1 than 4 dieter -(AV) SIMPLE LEVER pe' However (ARV) willtpermit air to re-eiter uidefnegative csdthons &if 4vacuum check.: -, ,-, •. :: %r z'. HOW TO SELECT AND SIZE AIR RELEASE VALVE *EN A SPECIFIC 500 LU VENTING CAPACITY 200 ISREQUIREIL.... 150 cm 100 A Enter GRAPH with pressure in system and 50 venting capacity required. B Read off nearest orifice diameter to intersection 20 Uj of pressure and capacity lines on GRAPH. Uj 10 C Enter BELOW with orifice diameter -TABLE .0 and select valve which can use this orifice diameter at the pressure involved. COD coo 2 LLJ - 1 ORIFICE SIZES 11 culprit and no quantitative means exist to determine precise amount of entrapped air in a FLOODED transmission pipeline, nor a pocitive means to quantify-volume of liberated air (from the media), which will accumulate and must be vented from each high point. APCO has solved the mystery! Variables such as: Source of Media -Pressure differential across the pump - operating pressure -plus pressure/temperature fluctuations along the transmission line, will dictate amount of air released from the media accumulating at each high point. Air Release Valves discharge air (which has accumulated inside the valve) from the high point. Generally, Air Release Valves are not constantly discharging air during system operation, but only discharge intermittently as air accumulates at the high point. Based on the preceding and more than 75 years application experience, APCO developed and recommends the following criteria be used: Use 2016 of the media volume as the minimum amount of entrapped air. Consider this volume as the basis for amount of air to be discharged from each high point. AMOUNT OF AIR TO BE DISCHARGED, CFM = FLOW CAPACITY IN GPM x 20/0 OR FLOW CAPACITY IN GPM (As Defined and Recommended) 7.48 374 Upon determining the operating pressure of the system, refer to the APCO Venting Capacity Graph for Air Release Valve Orifice then Table of Orifice Sizes to select Model - Size Valve. Example: A pipe line actual flow capacity of 18,700 GPM and operating at 150 psi. Amount of air to be discharged =18,700= 50 CFM Using Venting Capacity Graph for Air Release Valves, 50 CFM and 150 psi will intersect the 3/16 orifice curve. Then, on the Table of Orifice Sizes, Model 200A with 3/16 orifice can be selected with the appropriate inlet size. NOTE: If the intersection of the Venting Capacity, (CFM) and Operating Pressure (PSI) lies between orifice curve, use the larger orifice. VENTING CAPACITY GRAPH FOR AIR RELEASE VALVES ) 0.1 0.2 0.5 1.0 2.0 5.0 10 20 50 100 200 500 1000 2000 5000 TABLE OF ORIFICE SIZES VENTING CAPACITY IN CUBIC FEET OF FREE AIR PER MINUTE MODEL INLET SIZE I MAXIMUM ORIFICE SIZES WHICH CAN BE USED WITH FOLLOWING PRESSURES J 10 25 50 75 1100125 150 200 250 300 500 800 1500 ' 50 /2 gaig _10 2 312 7 J3%3' 1/16 1/16 1 /1 6 x x x 55 1/2 x x x x 65 3/4 7/32 7/32 7/32 7/32 ., x x x. rxt 200 1 2 5/1 6 1 5/16 5/16 1/4 5/32 5/32 5/32 x I 00 2" 1/2 1/2 1/2 1/2 7/32 7/32 7/32 05 2" bx 1/2 I 3/8 I 3/8 32 RI/I 1/8 206 2 x x x 1 x 207 6 5/16 5/16 NOW 3/4 3/4 3/4 1 x x 400 2",3",4" 1 5/16 SEA- 3/16 5/32 5/32 [ X X X 450 2__4___Wh2 _fJ_wig 7/16 _7/16 _7/jJ_x_____x_______x STANDARD ORIFICES ARE IN BLUE .77 '_.0 TAB 3- FITTINGS TYLER FLANGED AND P/O FITTINGS WITH DOUBLE CEMENT LINING. SMITH BLAIR #441 SERIES TRANSITION COUPLING EPDXY COATED W/T-304 SS NUTS & BOLTS SMITH BLAIR #912 SERIES FLANGED COUPLING ADAPTER, EPDXY COATED W/T-304 SS NUTS & BOLTS EBAA #408F20 FLEX-TEND El r• 1 T 1cz - - POO - - -V i$1Il.p_, I VI I-- MADE IN THE USA, Tyler/Union DUCTILE IRON C 110 PIE SPECIFICATION ged Fittings, 2" through 30" shall be manufactured in the USA of Ductile Iron in accordance with all applicable terms and provisions of standards ANSI/AW"NA C110/A21.10 (current revisions). Flange surface shall be faced and drilled in accordance with ANSI Class 125 B16.1. All Ductile Iron Flanged Fittings shall be rated for water pressure of 250 PSI. All coated fittings shall be in accordance with NSF-61. Interiors shall be lined and seal coated in accordance with ANSI/AWWA C104/A21 .04 "Cement-mortor Lining for Ductile Iron Pipe and Fittings for Water" unless otherwise specified. FLANGE DETAILS 70B.C. NOTE: No flange joint material furnished. Nominal Dia. of Flange Pipe Size Flange Bolt Thickness Bolt Hole Number Bolt Dia. Inch O.D. Circle I Diameter of Bolts and Lengths 2 6 4.75 .62 .75 4 s/ax 2'/4 3 7.5 6 .75 .75 4 /8 x 21/2 4 9 7.5 .94 .75 8 5 /8x3 6 11 9.5 1.00 .875 8 /4x3'/2 8 13.5 11.75 1.12 .875 8 3 /4x31/2 10 16 14.25 1.19 1.00 12 7/8 x4 12 19 17 1.25 1.00 12 7/8 x4 14 21 18.75 1.38 1.125 12 1 x41/2 16 23.5 21.25 1.44 1.125 16 1 x 4'/2 18 25 22.75 1.56 1.25 16 1'/8 x5 20 27.5 25 1.69 1.25 20 11/e x5 24 32 29.5 1.88 1.375 20 1h/4X 51/2 30 38.75 36 2.12 1.375 28 1 '/4X 61 /2 NOTE: Drilling templates are in multiples of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. 211,3" 411 611, 8" 101', 1211, 1411 16", 1 8" 20", 2411 BENDS Note: Base Bends are on page 33 and 34, reducing and long radius 90° bends are on page 33. 900 Bends (1/4) 450 Bends (1/8) 221 /20 Bends (1/16) FA A 111/40 Bends (1/32) Dimensions Dimensions Dimensions Dimensions Size R A Weight R A Weight R A Weight R A Weight 2 3.0 4.5 14 ... ... ... ... ... ... 3 4 5.5 25 3.62 3 20 7.56 3 20 15.25 3 20 4 4.5 6.5 48 4.81 4 42 10.06 4 40 20.31 4 40 6 6 8 74 7.25 5 66 15.06 5 64 30.5 5 55 8 7 9 118 8.44 5.5 105 17.62 5.5 90 35.5 5.5 90 10 9 11 190 10.88 6.5 154 22.62 6.5 130 45.69 6.5 159 12 10 12 275 13.25 7.5 195 27.67 7.5 231 55.81 7.5 195 11.5 14 330 12.06 7.5 245 25.12 7.5 250 50.75 7.5 245 40 12.5 15 430 13.25 8 315 27.62 8 315 55.81 8 315 14 16.5 530 14.5 8.5 375 30.19 8.5 385 60.94 8.5 385 20 15.5 18 685 16.88 9.5 595 35.19 9.5 505 71.06 9.5 505 24 18.5 22 1085 18.12 11 730 37.69 11 755 76.12 11 760 30 21.5 25 1755 27.75 15 1335 57.81 15 1385 116.75 15 1395 Tyler Pipe/Utilities Division • P.O. Box 2027 . Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company ' P.O. Box 309 0 Anniston, Alabama 36202 • (256) 236-7601 7-10-2000 Tyler/Union AEES, REDUCING TEES, CROSSES DUCTILE IRON Cl 10 FLANGED FITTINGS Straight Tees, Reducing 'Reducing 'Reducing on 'Bullhead Straight and on Branch Tees on Run Run and Branch Tees Reducing Crosses Size Dimensions Weights Run Run Branch H J Tee Cross 2 2 2 4.5 4.5 20 3 3 2 5.5 5.5 35 3 3 3 5.5 5.5 40 50 4 3 3 6.5 5.5 55 '4 4 2 6.5 6.5 62 4 4 3 6.5 6.5 60 78 4 4 4 6.5 6.5 60 92 '4 4 6 8.0 8.0 90 '6 4 4 8.0 8.0 103 '6 4 6 8.0 8.0 108 140 146 !Ti I.°t 130 140 i 183 191 '8 8 10 11.0 11.0 260 '8 8 12 12.0 12.0 291 'tlO 6 6 13.0 13.0 275 sf10 o 10 13.0 13.0 305 5t10 8 6 13.0 13.0 280 'flO 8 8 13.0 13.0 302 *t10 8 10 13.0 13.0 325 10 10 4 11.0 11.0 239 220 10 10 6 11.0 11.0 215 240 10 10 8 11.0 11.0 254 292 .-.. 10 10 10 11.0 11.0 291 330 10 10 12 12.0 12.0 355 't12 6 6 14.0 14.0 340 't12 6 8 14.0 14.0 360 't12 8 6 14.0 14.0 355 Run Size Run Branch Dimensions H J Weights Tee Cross '12 8 8 12.0 12.0 375 '12 8 12 12.0 12.0 420 't12 10 6 14.0 14.0 390 12 10 8 12.0 12.0 400 12 10 10 12.0 12.0 420 12 10 12 12.0 12.0 440 12 12 4 12.0 12.0 322 310 12 12 6 12.0 12.0 295 355 12 12 8 12.0 12.0 346 383 12 12 10 12.0 12.0 394 415 12 12 12 12.0 12.0 408 494 '14 14 4 14.0 14.0 410 14 14 6 14.0 14.0 420 450 14 14 8 14.0 14.0 435 475 .14 14 10 14.0 14.0 450 14 14 12 14.0 14.0 470 555 14 14 14 14.0 14.0 500 595 '16 16 4 15.0 15.0 525 16 16 6 15.0 15.0 540 565 16 16 8 15.0 15.0 555 590 16 16 10 15.0 15.0 565 620 16 16 12 15.0 15.0 590 665 16 16 14 15.0 15.0 610 16 16 16 15.0 15.0 635 755 18 18 6 13.0 15.5 641 18 18 8 13.0 15.5 652 18 18 10 13.0 15.5 585 18 18 12 13.0 15.5 605 670 18 18 14 16.5 16.5 740 18 18 16 16.5 16.5 760 18 18 18 16.5 16.5 870 915 * Not included in AWWA C110 t H and J dimensions are two-inches longer than straight tees. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 7-10-2000 Union Foundry Company• P0. Box 309 9 Anniston, Alabama 36202 • (256) 236-7601 3 'Flange and Flare Piece Dimensions Size D L Weight 3 7.25 8 20 4 9.00 8 30 6 11.00 8 40 8 13.50 10 70 10 16.00 10 113 12 19.00 12 155 14 21.00 16 225 16 23.50 16 330 18 25.00 16 355 20 27.50 18 460 24 32.00 18 635 Run Size Run Branch Dimensions H J Tee Weights Cross 20 20 6 14.0 17.0 804 20 20 8 14.0 17.0 720 20 20 10 14.0 17.0 735 20 20 12 14.0 17.0 755 820 20 20 14 14.0 17.0 770 20 20 16 18.0 18.0 950 1065 20 20 18 18.0 18.0 965 20 20 20 18.0 18.0 1005 1175 24 24 6 15.0 19.0 1000 24 24 8 15.0 19.0 1010 24 24 10 15.0 19.0 1020 24 24 12 15.0 19.0 1040 1100 24 24 14 15.0 19.0 1050 1125 24 24 16 15.0 19.0 1070 1160 24 24 18 22.0 22.0 1470 24 24 20 22.0 22.0 1510 1695 24 24 24 22.0 22.0 1585 1850 '30 30 6 18.0 23.0 1725 30 30 12 18.0 23.0 1780 30 30 18 18.0 23.0 1815 S 30 24 25.0 25.0 2475 2695 30 30 25.0 25.0 2615 2985 * Not included in AWWA Cl 10 FLANGE AND FLARE 11 - D -u 'Flange and Flare 900 Ell Dimensions Size D X Y Weight 3 7.5 5.5 8.5 25 4 9.0 6.5 9.5 40 6 11.0 8.0 12.0 82 8 13.5 9.0 13.0 110 10 16.0 11.0 15.0 175 12 19.0 12.0 16.0 245 14 21.0 14.0 22.0 450 15.0 23.0 545 40 23.5 25.0 16.5 24.5 675 0 27.5 18.0 26.0 860 24 32.0 22.0 30.0 1195 'Not included in AWWA Cl 10 REDUCERS t: - Concentric Reducer D Size D1 Dimensions Wts L 3 2 6 16 4 2 7 25 4 3 7 32 6 2 9 30 6 3 9 44 6 4 9 45 6 5 9 52 8 3 11 60 8 4 11 77 8 5 11 70 8 6 11 75 10 4 12 98 10 6 12 107 10 8 12 110 12 4 14 137 12 6 14 130 12 8 14 173 _.12 10 14 170 14 6 16 165 14 8 16 185 14 10 16 205 14 12 16 235 16 6 18 210 16 8 18 230 16 10 18 255 16 12 18 285 16 14 18 315 18 8 19 265 18 10 19 290 18 12 19 320 18 14 19 350 18 16 19 385 20' 10 20 340 20 12 20 464 20 14 20 405 20 16 20 445 20 18 20 470 24 12 24 635 24 14 24 565 24 16 24 610 24 18 24 645 24 20 24 695 30 16 30 945 30 18 30 970 30 20 30 1035 30 24 30 1155 DUCTILE IRON Cl 10 FLANGED FITTINGS D: Eccentric Reducer D Size D' Dimensions Wts I 4 3 7 30 6 3 9 40 6 4 9 54 8 4 11 65 8 6 11 84 10 6 12 90 10 8 12 137 12 6 14 130 12 8 14 145 12 10 14 170 16 6 18 210 16 8 18 230 16 10 18 255 16 12 18 285 16 14 18 315 18 8 19 265 18 10 19 290 18 12 19 320 18 14 19 350 18 16 19 385 20 10 20 340 20 12 20 375 20 14 20 405 20 16 20 445 20 18 20 470 24 12 24 535 24 14 '24 565 24 16 24 610 24 18 24 645 24 20 24 695 NOTE: Eccentric Reducers Offset 1/2 D minus 1/2 D1 =Offset Example: 6x3 Ecc.Reducer 31h/2= 11/211 Offset Li Tyler Pipe/Utilities Division P.O. Box 2027 Tyler, Texas 75710 • (903) 882-5511 4 Union Foundry Company *.'P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 7-10-2000 26 U MADE IN THE USA Tyler Pipe/Utilities Division' P.Q.Box 2027. Tyler, Texas 75710 • (903) 882-5511 -Union Foundry Company • P.O.ox 309 9 Anniston, Alabama 36202 9 (205) 236-7601 Tyler/Union UNION-TITh DUCTILE IRON Cl 53 COMPACT FITTINGS SPECIFICATIONS hrough 24" Push-On Joint Ductile Iron Fittings shall be produced in accordance with all applicable terms and provisions of #RE /AWWA C153/A21 .53. Fittings are cement- lined and seal-coated in accordance with ANSI/AWWA C104/A21 .4. Joints shall be in accordance with ANSI/AWWA C1 1/A21.1 I with bell sockets designed to receive pressure pipe O.D.'s as specified in ANSI/AWWA C151/A21 .51 and AWWA C900 TABLE 2. The working pressure rating shall be 350 PSI, except for Wyes and flanged-branch fittings. All coated fittings meet requirements of NSF-61. Thicknesses and dimensions of bell sockets and gaskets shall be in accordance with the manufacturer's design. Rubber rings shall be furnished by the manufacturer. Working pressures apply to fittings only and do not apply to restraining lugs or external restraining devices. Restraining lugs are provided only on sizes 12" and smaller. Restraining lugs for sizes 14"-24" can be provided given sufficient time to make pattern adoptions. The lug pattern for all sizes accommodate gripper-type restrainers manufactured by others. ADVANTAGES AND FEATURES Push-on gasket joint uses TYTON® or FIELD-bK® gaskets For use with Ductile Iron pipe, C-900 plastic pipe, and 4-12" pressure rated IPS diameter plastic pipe using transition gaskets Deep stab joint design accommodates taper on plastic pipes Slip joint installation eliminates T-bolts and nuts: MJ glands not needed Manufactured in the USA 7/8 Dia. = Holes G1 6 J T BELL DIMENSIONS IN INCHES FOR UNION-TITE FITTINGS Pipe Size A B C D B.C.* H J F G I 4 4.30 4.91 5.04 6.38 7.88 4.16 2.25 2.12 .87 5.64 .35 6 6.36 7.01 7.14 8.52 10.50 4.29 2.25 2.14 .87 7.74 .37 8 8.52 9.17 9.32 10.90 12.88 4.78 2.25 2.69 1.00 9.98 .39 10 10.58 11.22 11.37 12.91 14.69 4.98 2.25 2.89 1.12 12.03 .41 12 12.64 13:32 13.47 15.12 17.19' 4.98 2.25 3.00 1.12 14.13 .43 14 14.28 15.41 15.64 18.12 ... 5.40 2.25 ... ... 16.64 .51 16 16.36 17.51 17.74 20.32 ... 5.40 2.25 ... ... 18.74 .52 18 18.32 19.61 19.83 22.52 ... 5.40 2.25 ... ... 20.84 .59 20 20.40 21.71 21.94 24.29 ... 5.40 2.25 ... ... 22.94 .60 24 24.56 25.91 26.14 29.14 ... 5.65 2.50 ... ... 27.18 .62 * Restraining lugs are provided only on sizes 12" and smaller. Lugs can be provided on 14" and larger upon request. W ® and FIELD-LOK® are registered trademarks of U.S. Pipe and Foundry Company. Maximum deflection for all sizes is 2'/20. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 2 Union Foundry Company 0 P.O. Box 309 0 Anniston, Alabama 36202 • (205) 236-7601 11-20-99 900 (1/4) 45'(1/8) UT x Flange Bends UT x Flange Bends NN 22h/o (1/16) UT x Flange Bends 111/40 (1/32) UT x Flange Bends Tyler/Union *ENDS UNION-TITE DUCTILE IRON C 153 COMPACT FITTINGS 900 (1/4) UT Bends 450 (1/8) UT Bends 221 /20 (1/16) UT Bends 1U/4° (1/32) UT Bends Dimensions Dimensions Dimensions Dimensions Size I A R Weight A R Weight A R Weight A R Weight 4 .35 4.5 3.87 24 2.0 3.31 25 1.50 4.38 18 1.25 6.77 18 6 .37 6.0 5.37 52 3.0 5.72 44 2.25 8.16 43 1.50 9.38 40 - 8 .39 7.0 6.37 89 3.5 6.93 1.75 11.48 64 10 .41 9.0 8.36 121 4.5 9.34 89 2.00 1395 77 12 .43 10.0 9.36 158 5.5 11.75 131 óöTiTiiiiT 2.25 16.50 94 14 .51 12.0 10.98 254 5.5 10.85 143 2.60 14.26 113 16 .52 13.0 12.00 328 6.0 12.02 225 4.00 14.97 195 2.60 15.23 172 18 .59 15.5 14.00 482 6.5 12.36 209 7.50 30.19 209 3.00 60.94 209 .60 17.0 15.50 340 70 13.59 397 8.50 35.19 414 3.50 71.07 265 4 .62 17.0 15.59 674 7.5 14.69 492 9.00 37.69 596 Dimensions Dimensions Dimensions Dimensions Size T A B R Weight A B R Weight A B R Weight A B R Weight 4 .35 4.5 6.5 3.87 31 2.0 4.0 3.31 21 1.50 3.5 4.38 25 1.25 3.30 6.77 24 6 .37 6.0 7.0 5.37 49 3.0 5.0 5.72 42 2.25 4.3 8.16 44 1.50 3.50 9.38 30 -48 .39 7.0 9.0 6.37 74 2.50 4.5 9.40 64 1.75 3.75 11,48 61 10 .41 9.0 10.0 8.36 130 4.5 6.5 9.34 93 3.00 5.3 13.1Z 90 2.00 4.00 13.95 80 .--12 .43 10.0 12.0 9.36 158 5.5 7.5 11.75 122 50 5.5 14.42 112 2.25 1.30 16.50 94 .51 12.0 15.5 10.98 231 5.5 8.5 10.85 162 3.75 6.8 13.82 174 2.60 5.75 14.26 170 .52 13.0 16.5 12.00 233 6.0 9.5 12.02 275 4.00 7.5 14.97 228 2.60 6.10 15.23 228 Tyler Pipe/Utilities Division • P.O. Box 2027 . Tyler, Texas 75710 • (903)882-5511 11-20-99 Union Foundry Company P.O. Box 309 • Anniston, Alabama 36202 • (205) 236-7601 Smith-Blair. LO UP FPO rirni "MEETS AWWA C-219 STANDARDS" CAST STRAIGHT COUPLINGS, TRANSITION COUPLINGS, REDUCTION COUPLINGS, CUT-IN COUPLINGS & END CAP COUPLINGS AWARNING THIS PRODUCT DOES NOT RESTRAIN AXIAL PIPE MOVEMENT THE SMlTHBLAlR OMNITM* COUPLING SYSTEM Redesigned from the word go, Smith-Blair's OmniTM Cou- .ling System utilizes the tremendous tensile strength of uctile iron to your best advantage. Applying the principles of space age technology to engi- neer a product as basic as a pipe coupling might seem ill- advised to some. However, many subtle advantages, now available only from Smith-Blair, have resulted - advan- tages such as using the proper thickness and volume of gasket rubber to provide greatly expanded range cover- age, or inaugurating the optimum angle at which a gasket should mate with the sleeve while improving the grip on the pipe. Lighter weight and fewer parts also make for many obvious advantages. Within each nominal pipe size, from 2" through 16", the nucleus of the OmniTM Coupling System is the center sleeve. A host of interchangeable components - follower flanges, gaskets, collars and end caps - within each nomi- nal pipe size, are compatible with the center sleeve. By selecting the proper color coded follower flanges and gas- kets to exactly fit the pipe you want to join, virtually the entire range, from the smallest to the largest dimension, will be covered for either straight or transition coupling. Collars to accommodate cut-in coupling and end caps for line testing or permanent capping are also compatible and interchangeable with all of the other components. In addi- tion to these interchangeable components, which allow you to accommodate straight coupling, transition coupling, cut- in coupling and end capping, there are three available re- duction sleeves, which utilize all of the same interchange- able components for reduction coupling between adjacent nominal pipe sizes from 2" through 8" nominal size. "MEETS AWWA C-219 STANDARDS" Take a look at these advantages you get with the Smith-Blair OmniTM Coupling System TOUGH Tough ductile iron sleeves, follower flanges, collars and end caps provide the tremendous tensile strength and cor- rosion resistance necessary to withstand the punishment couplings must endure during installation and throughout OWeir long life. CONOMICAL The economy of interchangeable follower flanges and gas- kets to fit a single sleeve, within each nominal pipe size, allows you to reduce your inventory and yet be able to provide full service for the many jobs you are required to perform. These couplings are quick and easy to install, provide for pipe misalignment and settlement deflection, and make a leak-resistant joint which allows for limited line movement due to expansion and contraction. Working pressures of the couplings are comparable to the working pressures of the cast iron, asbestos-cement or other types of pipe on which they are used, and they are as permanent as the pipeline itself. Smith-Blair Style 982 Joint Restraints may be used in con- junction with most OmniTM coupling sizes to prevent pipe pullout. Contact your Factory Representative for more in- formation. VERSATILE The versatile OmniTM Coupling System enables you to do straight coupling, transition coupling, reduction coupling, cut-in coupling and end capping on virtually any type of pipe from 2" to 16" nominal size. RESILIENT Resilient, high volume, grade 30 rubber gaskets provide a firm grip on the pipe and a leak-resistant seal. Most impor- tantly they give extra range coverage so that it takes fewer gaskets to cover the entire range. Gaskets for other fluids available on request. 'Grade 60 available upon request. See for yourself how you can fill your cast coupling needs with a small selection of color coded follower flanges and gaskets on the component selection chart on the back cover flap of this catalog. You can buy complete couplings if you wish, or make a selection of components that you can interchange to fit the types and sizes of pipe you want to join. They're all color coded to make it easy for you. 3 441 Cast Straight Couplings Cast Transition Couplings 2" thru 16" 441 Bolted Straight and Transition Couplings fit the pipe O.D. sizes within specified range extremes. With an easy selection of interchangeable color coded follower flanges and gaskets all prac- tical range variations can be accommodated. Smith-Blair 441 OmniTM Couplings are a sensible way to reduce your stocking requirements while increasing your capability to join a wide vari- ety of types and sizes of pipe. SMITH-BLAIR 441 CAST COUPLINGS: More economical than mechanical joints. Corrosion resistant ... equal to ductile iron pipe. Space savers.. .bolts are close to sleeve providing for easy wrap- ping of polyethylene or other protective materials. Versatile ... fit virtually all popular classes of cast iron, asbestos cement, and other types of pipe within specified range of each nominal size. Reduce inventory requirements. ..a small inventory of color coded follower flanges and gaskets will allow coupling of pipes with an O.D. difference up to 2" and over. Eleven 441 Cast Coupling Sleeves will accommodate virtually every pipe coupling application within the ten most commonly used nominal pipe sizes; 2" thru 16". These Ductile Iron sleeves together with a small inventory of color coded follower flanges and gaskets will permit coupling various types of pipe with O.D. differences up to 2.4" in some cases. MATERIAL SPECIFICATIONS SLEEVE: Ductile Iron ASTM A-536. Ends have smooth inside taper for uniform gasket seating. GASKETS: Grade 30 - standard - specially compounded rubber of all new materials with ingredients to produce superior storage char- acteristics, permanence and resistance to set after installation. Recommended for water, salt solutions, mild acids and bases. Temperature range —400 to +150°Grade 60 available upon request. FOLLOWER FLANGES: Ductile Iron ASTM A-536. Designed for high strength/weight ratio. Thickness determined by coupling size. BOLTS & NUTS: High strength low alloy steel bolts with heavy, semi- StaiW n nuts to AWWA C219 (ANSI-A21.11) standards. :s'lhopcoat bolts available on request. T-3 o'Y 5/ FINI enamel standard. Special coatings available on request. iz .ñi.rL jron) &,t)ti) 1R ,'w4 Material specifications are subject to change witho6t notice. See for yourself how you can fill your cast coupling needs with a small selection of color coded follower flanges and gaskets on the component selection chart on the back cover flap of this cata- log. You can buy complete couplings if you wish, or make a selection of components that you can interchange to fit the types and sizes of pipe you want to join. They're all color coded to make it easy for you. 441 cast straight and transition couplings Nominal Overall Bolt Approximate Pipe Catalog O.D.** O.D.** & Laying '/" Bolt Sleeve Shipping Size Numbertf End 1 End 2 Length Quantity Length Weight Inches Inches Inches Inches Required Inches Lbs. 2 441-00000263-900 2.34-2.63 2.34-2.63 61/2 2 4 81/2 21I2 441-00000288-900 2.65-2.88 2.65-2.88 61/2 2 4 9 441-00000313-900 2.85-3.13 2.85-3.13 441-00000350-900 3.50 3.50 441-00000396-900 3.80-3.96 3.80-3.96 3 441-00000414-900 3.97-4.14 3.97-4.14 441-03500313-900 3.50 2.85-3.13 4 441-03960313-900 3.80-3.96 2.85-3.13 61/ 4 131/2 441-03960350-900 3.80-3.96 3.50 2 441-04140313-900 3.97-4.14 2.85-3.13 441-04140350-900 3.97-4.14 3.50 d 441-04140396-900 3.97-4.14 3.80-3.96 W 441 Couplings will connect any two pipes within the O.D. Range without changing any parts. Suitable anchorage must be provided when excessive pipe movement could occur. *Will be furnished with a grey color sleeve for asbestos cement pipe O.D.'s. "Published ranges indicate nominal pipe outside diameters. Couplings are designed for pipes within current AWWA Standard tolerances. U 441 -cast straghit and iran3ifion couplings (contd) Ti Nominal Overall Bolt Approximate Pipe Catalog O.D.** O.D.- & Laying /" Bolt Sleeve Shipping Size Numbertt End 1 End 2 Length Quantity Length Weight Inches Inches Inches Inches Required Inchest Lbs. 441-00000415-900 4.00-4.15 4.00-4.15 441-00000450-900 4.50 4.50 441-00000486-900 4.46-4.86 4.46-4.86 441-00000510-900 4.80-5.10 4.80-5.10 441-00000545-900 5.11-5.45 5.11-5.45 441-04500415-900 4.50 4.00-4.15 4 441-04860415-900 4.46-4.86 4.00-4.15 81/2 4 5 15 441-05100415-900 4.80-5.10 4.00-4.15 441-05100450-900 4.80-5.10 4.50 441-05100486-900 4.80-5.10 4.46-4.86 441-05450415-900 5.11-5.45 4.00-4.15 441-05450450-900 5.11-5.45 4.50 441-05450486-900 5.11-5.45 4.46-4.86 441-05450510-900 5.11-5.45 4.80-5.10 441-00000615-900 6.00-6.15 6.00-6.15 441-00000663-900 6.63 6.63 441-00000696-900 6.56-6.96 6.56-6.96 441-00000722-900 6.90-7.22 6.90-7.22 441-00000765-900 7.25-7.65 7.25-7.65 441-06630615-900 6.63 6.00-6.15 441-06960615-000 6.56-6.96 6.00-6.15 6 441-07220615-900 6.90-7.22 6.00-6.15 81/ 4 5 25 441-07220663-900 6.90-7.22 6.63 2 441-07220696-900 6.90-7.22 6.56-6.96 441-07650615-900 7.25-7.65 6.00-6.15 441-07650663-900 7.25-7.65 6.63 441-07650696-900 7.25-7.65 6.56-6.96 441-07650722-900 7.25-7.65 6.90-7.22 441-00000800-900 8.00 8.00 81/2 441-00000863-900 8.63 8.63 81/2 441-00000911-900 8.54-9.11 8.54-9.11 81/2 441-00000930-900 9.05-9.30 9.05-9.30 91/2 441-00000945-900 9.05-9.45 9.05-9.45 91/2 *44100000985900 9.46-9.85 9.46-9.85 8 441-08630800-900 8.63 8.00 81/2 6 5 31 441-09110800-900 8.54-9.11 8.00 81/2 441-09450800-900 9.05-9.45 8.00 91/ 441-09450863-900 9.05-9.45 8.63 91/2 441-09450911-900 9.05-9.45 8.54-9.11 91/2 *4 -098 - 00 _98 91/ 50863 8 1/2 441-0985 11-900 *44109850945900 9.46-9.85 9.05-9.45 81/2 441-00001000-900 10.00 10.00 441-00001075-900 10.75 10.75 91/2 441-00001160-900 11.10-11.60 11.10-11.60 11 441-00001188-900 11.65-11.88 11.65-11.88 91/2 441-00001220-900 11.90-12.20 11.90-12.20 441-10751000-900 10.75 10.00 91/2 441-11601000-900 11.10-11.60 10.00 11 10 . 441-11601075-900 11.10-11.60 10.75 91/ 6 6 471/2 441-11881000-900 11.65-11.88 10.00 91/2 441-11881075-900 11.65-11.88 10.75 91/2 441-11881160-900 11.65-11.88 11.10-11.60 11 441-12201000-900 11.90-12.20 10.00 91/2 441-12201075-900 11.90-12.20 10.75 91/2 441-12201160-900 11.90-12.20 11.10-11.60 11 441-12201188-900 11.90-12.20 11.65-11.88 91/2 Type 441 Couplings will connect any two pipes within the O.D. Range without changing any parts. uitable anchorage must be provided when excessive pipe movement could occur. Will be. furnished with a gray color sleeve for asbestQs cement pipe O.D.'s. -Published ranges indicate nominal pipe outside diameters. Couplings are designed for pipes within current AWWA Standard tolerances. tAlso Available with Longer Sleeves (see 442's & Page 15) ttCoupling Finish Codes -XOO: Blue Shopcoat Finish, Alloy Bolts; -X32: Fusion Bonded Epoxy Finish, Alloy Bolts; X31: Fusion Bonded Epoxy Finish, Stainless Steel Bolts 441 east straight and transition couplings (cont'd) Nominal Overall Bolt Approximate Pipe Catalog O.D.** O.D.—& Laying '8" Bolt Sleeve Shipping Size Numbertt - End 1 End 2 Length Quantity Length Weight Inches Inches Inches Inches Required Inchest Lbs. . 441-00001200-900 12.00 12.00 91/2 441-00001275-900 12.75 12.75 91/2 441-00001350-900 13.20-13.50 13.20-13.50 11 441-00001375-900 13.51-13.75 13.51-13.75 91/2 441-00001420-900 13.90-14.20 13.90-14.20 91/2 441-00001440-900 14.21-14.40 14.21-14.40 91/2 441-12751200-900 12.75 12.00 91/2 441-13501200-900 13.20-13.50 12.00 91/ 441-13501275-900 13.20-13.50 12.75 917-2 441-13751200-900 13.51-13.75 12.00 91/2 441-13751275-900 13.51-13.75 12.75 91/2 12 441-13751350-900 13.51-13.75 13.20-13.50 91/ 8 6 52 441-14201200-900 13.90-14.20 12.00 91/2 441-14201275-900 13.90-14.20 12.75 91/2 441-14201350-900 13.90-14.20 13.20-13.50 91/2 441-14201375-900 13.90-14.20 13.51-13.75 91/2 441-14401200-900 14.21-14.40 12.00 91/2 441-14401275-900 14.21-14.40 12.75 91/2 441-14401350-900 14.21-14.40 13.20-13.50 91/2 441-14401375-900 14.21-14.40 13.51-13.75 441-14401420-900 14.21-14.40 13.90-14.20 91/2 441-00001550-900 15.30-15.50 15.30-15.50 441-00001580-900 15.55-15.80 15.55-15.80 441-00001622-900 16.22 16.22 441-00001655-900 16.41-16.55 16.41-16.55 441-00001690-900 16.73-16.90 16.73-16.90 441-15801550-900 15.55-15.80 15.30-15.50 441-16221550-900 16.22 15.30-15.50 14 . 441-16221580-900 16.22 15.55-15.80 91/ 8 6 59 441-16551550-900 441-16551580-900 16.41-16.55 16.41-16.55 15.30-15.50 15.55-15.80 2 441-16551622-900 16.41-16.55 16.22 441-16901550-900 16.73-16.90 15.30-15.50 441-16901580-000 16.73-16.90 15.55-15.80 441-16901622-900 16.73-16.90 16.22 441-16901655-900 16.73-16.90 16.41-16.55 441-00001780-900 17.40-17.80 17.40-17.80 11 441-00001890-900 18.46-18.90 18.46-18.90 91/2 16 441-00001920-900 18.90-19.20 18.90-19.20 91/2 441-18901780-900 18.46-18.90 17.40-17.80 12 6 71 441-19201780-900 18.90-19.20 17.40-17.80 11 441-19201890-900 18.90-19.20 18.46-18.90 91/2 Type 441 Couplings will connect any two pipes within the O.D. Range without changing any parts. Suitable anchorage must be provided when excessive pipe movement could occur. Published ranges indicate nominal pipe outside diameters. Couplings are designed for pipes within current AWWA Standard tolerances. tAlso Available with Longer Sleeves (see 442's & Page 15) ttCoupling Finish Codes -XOO: Blue Shopcoat Finish, Alloy Bolts; -X32: Fusion Bonded Epoxy Finish, Alloy Bolts; -X31: Fusion Bonded Epoxy Finish, Stainless Steel Bolts AWARNING C ;' wasi, THIS PRODUCT DOES NOT RESTRAIN AXIAL PIPE MOVEMENT N. C] 0 FLANGED COUPLING ADAPTERS PROVIDE: LI Stress relieving flexibility LI Ease of installation and alignment LI Ease of equipment removal and reinstallation LI Quick means of cutting in valves LI Cost saving elimination of special fittings LI Dampening of pump vibration LI Space saving connection LI Neat, uncluttered installation TYPICAL APPLICATIONS Treatment Plants Lift Stations Valve Insertions Meter Settings Pump Installations Backflow Preventers Tank Connections Equipment Connections New Style 912-9 1. Uses standard bolts and all-thread. O Uses standard Omni gaskets. Stainless hardware available. All-thread can e replaced without dismantling FCA. 9 Original Design I. Uses cast tee bolts and cross bolts. 2. Only one wrench necessary because tee and cross bolts do not rotate. ORIGINAL DESIGN 912 NOW WITH NEW RANGES FOR THE 912! FLANGED COUPLING ADAPTERS The Flanged Coupling Adapter combines a flexible coupling with a flange to create a compact, flexible fitting to connect plain end pipe to flanged fittings, meters, valves or equipment. In addition to its com- pactness, accomplished by eliminating the need for both a flanged spool and coupling, Flanged Coupling Adapters provide versatility on the job site. Special length flanged spools can now be made at the job site by utilizing standard pipe and Smith-Blair's Fl nged Coupling Adapters. There are cast and steel ns available to meet your exact requirements. k the many benefits and applications tht are listed. 2 Aaterial specifications subject to change. INCIES RANGE43 (' 'çlEs CTAtOG rNU1BER4 . j NCHOR jEAC lBS. J MEN3JflNCHE_ , QTY ' fSl A 4/ 3 2.85-3.13 912-90031303-000 17 2 175 3/8 3 49/1,3 3 3.50 912-90035003-000 17 2 175 3/8 3 7/ 4/1 3 3.80-3.96 912-90039603-000 17 2 175 3/8 3 7/ 4/1 3 3.97-4.14 912-90041403-000 17 2 175 3/8 3 7/ 4/1 4 4.00-4.15 912-90041504-000 22 2 175 51/4 _3 032 47/s 4 4.50 912-90045004-000 22 2 175 5'/4 3 9'/32 4/e 4 4.46-4.86 912-90048604-000 22 2 175 51/4 3 9'/32 4/e 4 4.80-5.10 912-90051004-000 22 2 175 5V4 3 9'/ 4/e 6 6.00-6.15 912-90061506-000 . 29 2 1 125 71/ 3V2 10/e 53/4 6 6.63 912-90066306-000 29 2 175 7V4 31/2 10/ 53/4 6 6.56-6.96 912-90069606-000 29 2 175 71/4 31/2 10/8 53/4 6 6.90-7.20 912-90072006-000 29 2 175 71/4 3'/2 107/8 53/4 8 8.00 912-90080008-000 40 2 80 913/32 31/2 13/8 5/8 8 8.63 912-90086308-000 40 2 100 9/32 31/2 13/8 5/e. 8 8.54-9.11 912-90091108-000 40 2 1 100 9/32 31/2 13/e 57/s 8 9.05-9.40 912-90094008-000 40 2 1 175 9'/32 31/2 13/8 5/ 10 10.00 912-90100010-000 . 60 Not Available 11/8 4 15/8 6/& 10 10.75 912-90107510-000 60 4 100 115/8 4 15/8 6/s 10 11.10-11.60 912-90116010-000 60 4 120 115/8 4 15/s 6/8 10 11.65-11.88 912-90118810-000 60 Not Available 11/8 4 15/8 6/, 10 11.90-11.95 912-90119510-000 60 Not Available 11/e 4 1/e 6/e 12 12.00 912-90120012-000 80 Not Available 14 4 18/4 6/8 12 12.75 912-90127512-000 80 6 . 100 14 4 18/4 6/8 12 13.20-13.50 912-90135012-000 80 6 100 14 4 18/4 6/8 12 13.51-13.75 912-90137512-000 80 Not Available 14 4 1 18/4 6/e 12 13.90-14.20 912-90142012.000 80 Not Available 14 4 1 18/4 6/a V129 flanged coupling adapter cast iron (new style) Connect all types of plain end pipe to flanged equipment, meters and fittings sizes 3" thru 12" nominal. Gain flexibility and compact- ness. Each unit shipped complete with bolts, nuts, and gaskets— ready to install. - 3" thru 12" Hex Bolts Uoiegi ns t r'' 40 *i.1• ,.<. g Eachbs 5/8"x3" 3/4" x31/4" /8 x33/4" 3-4" 6" -8" 10" -12" 1/2 11/4 Studs ..i 70 JE7 *1 om m al PipeandO' 'Ap proxtWeight4 5/8"x7" 3-4" 3/4 3/4"x8" 6-8" x9" 10" -12" 13/4 MATERIAL SPECIFICATIONS ANCHOR STUDS [ANCHOR I eoss \\ \SETWEEN BOLTS ANCHOR STUDS WILL BE INSTALLED AT THE FACTORY ON CUSTOMER REQUEST ONLY. *See installation instructions for helpful ideas on installing anchor studs. Suitable anchorage must be provided when excessive pipe movement could occur. For sizes not listed see 913, 914 Flanged Coupling Adpters. *Consult Factory. . 4 j NEW DESI GN (0MM) 912 FCA PARTS UST INES INCHESJ1 AUMBE /cç. EJED) 2.85-3.13 22137 60265 30019 90532 34610 3.50 22137 - 5/8x7 33829 3.80-3.96 22138 (4) 33830 3.97-4.14 22138 33831 4.00-4.15 22139 60266 30023 90364 33809 4.50 22139 5/8x3 33810 4.46-4.86 22575 (4) 34578 4.80-5.10 22140 90532 33811 5/8 x 7 (4) 6" 6.00-6.15 . 22141 60267 30024 90536 33801 6.63 22141 3/4x31/4 33802 6.56-6.96 22576 (4) 34579 6.90-7.20 22142 90533 33803 3/4x8 (4) 8" 8.00 22144 60268 30025 90536 33805 8.63 - 22144 314x31/4 33806 8.54-9.11 22577 (4) 34580 9.05-9.40 22145 90533 33846 3/4x8 (4) 10" . 10.00 22147 60269 30026 90537 33860 10.75 22147 7/8x33/4 33813 11.10-11.60 22148 (6) 33814 11.65-11.88 22149 90534 33815 11.90-11.95 22149 7/8x9 33816 (6) 12" 12.00 . 22150 60270 30027 90537 33859 12.75 22150 718x33/4 33817 13.20-13.50 22151 (6) 33820 13.51-13.75 22151 90534 33821 13.90-14.20 22152 718x9 33818 (6) *INCLUDES 1 NUT FOR FLANGE BOLT *INCLUDES 3 NUTS FOR STUDS IN ,HES ES Rr ECTROGAAIIZED A'l ST 3-4" 5/8 100025-001 ( 100025-202 6-8" 3/4 100032-001 100032-202 10"-12" 7/8 100072-001 \ 100072-202 -i-i NUT REQUIRED FOR FLANGE BOLT +3 NUTS REQUIRED FOR STUDS 5 7~2 ,wRLr.AmTENWFLEXIBLE EXPANSION JOINTS pipelines crossing ' unstable terrain such as faults, swamps or landfills all suffer some degree of vulnerability to damage from ground motion. This motion can be either gradual or sudden, and places damaging shear and bending forces on pipelines. In areas close to or within structures where differential movement can occur, pipelines should be restrained and supported to isolate and accommodate movement in a controllable manner at a desig- nated location. FLEX-TEND flexible expansion joints provide pipeline protection from the stresses produced by these forces with A Single-ball bridge crossing degrees in any direction while simultaneously expanding or contracting. It is available in sizes from 3 inches to 36 inches and can be used on either ductile iron, steel or PVC pipelines for: Connections to buildings, tanks and other structures Underground to aerial transi- tions such as bridges Areas of anticipated ground movement and unstable soils Areas near roadways and dams Active fault crossings and liquifaction zones The FLEX-TEND expansion joint is available with both flange and mechanical joint end connections for adaptable protection for pipelines, pumps, bridge crossings, tank connections and many other critical installations either above or below ground. Sizes of 3-inches through 24-inches are rated for 350 psi working water pressure. Sizes of 30 inches and larger are rated for 250 psi working water pressure. For ductile iron, steel, or PVC pipelines Minimum of 15 degree deflection per ball Variable expansion capability Choice of double-ball or single-ball Sizes 3' through 24', 350 psi; 30" and 36", 250 psi Manufactured entirely of 60-42-10 ductile iron Each unit tested to rated working presfre prior to shipment For hanged or mechanical joint connectiàns and combinations Standard Unit Expansion Plus One Additional Sleeve RETF. Plus Two Additional Sleeves FLEX-TEND expan- sion joints are manufactured entirely of ductile iron, conform- ing to all applicable requirements of ANSI/AWWA C153/A2 1.53 and is totally protected from internal corrosion with a lining of fusion-bonded epoxy. FLEX-TEND flexible expansion joints are available in double ball or single ball configu- rations. Double-ball units offer the MECHANICAL JOINT GASKETS STANDARD EXPANSION ADDITIONAL SLEEVE GASKETS BALL JOINT unique ability to accommodate a considerable degree of close- coupled vertical subsidence and will deflect at least 30 degrees in any direction. Single-ball configu- rations are ideally suited for the BALI. JOINT protection of pumps and valve A Double-ball bridge crossing - 24" flange x flange with 16" expansion V Double-ball tank connection - 6" flange x flange with 4" expansion STOP COLLAR installations inside buildings, "in- line" pipeline protection, and will deflect at least 15 degrees in any direction. Expansion/contraction capability is cast as an integral part of the ball and socket, and can be adjusted with additional sleeves installed at the factory prior to shipping or in the field at a later date. The use of addi- tional sleeves increases both the axial movement and the avail- able offset. A A ':: IRON SALES, INC- GENERAL DIMENSIONS DOUBLE SINGLE BALL 8 4 26.5 15.1 4.0 121 403F20 19.2 63 403F10 3 8 9.2 5.7 34.5 23.1 6.2 145 403F21 27.2 87 403F11 - 12 42.5 31:1 8.3 170 403F22 35.2 111 403F12 4 35.0 21.9 5.9 193 404F20 25.5 139 404F10 4 8 13.0 6.6 49.5 36.1 9.7 236 404F21 39.5 182 404F11 12 63.5 50.4 13.5 279 40022 54.0 226 404F12 4 36.5 22.8 6.1 273 406F20 27.0 185 406F10 6 8 15.0 6.7 49.5 36.1 9.7 337 406F21 40.5 249 406F1 1 12 63.0 49.4 13.2 401 40M22 53.5 314 406F12 4 390 24.5 6 374 408F2d" 29.5 269 408F10 8 8 17.3 7.2 55.0 40.6 10.9 466 --4-OMPTr 45.5 361 408F11 12 71.0 56.7 15.2 557 408F22 61.5 452 408F12 4 45.0 28.4 7.6 571 410F20 32.0 487 410F10 10 8 20.4 8.4 60.0 43.2 11.6 708 410F21 46.5 624 410F11 - 12 1 75.0 1 58.0 1 15.5 845 410F22 61.5 761 410F12 4 47.5 29.1 7.8 764 4121`20 33.5 638 412F10 12 8 22.7 1 9.3 62.5 44.1 11.8 914 412F21 48.5 788 412F11 12 77.5 59.1 15.8 1064 1 4121`22 63.5 938 412F12 8 71.5 44.3 11.9 1267 414F20 - - 414F10 14 16 25.0 13.6 97.5 70.2 18.8 1605 41021 - - 414F11 24 1 123.5 96.1 25.7 1942 41022 - - 414F12 8 71.5 44.3 11.9 1267 416F20 51.5 998 416F10 16 16 25.0 13.6 97.5 70.2 18.8 1605 4161`21 77.5 1336 416F11 - 24 123.5 96.1 1 25.7 1942 416F22 103.5 1673 1 416F12 8 71.5 43.9 1 11.8 1768 418F20 - - 418F10 18 16 30.5 13.9 97.0 69.2 18.5 2161 418F21 - - 41 8F1 1 24 122.0 94.4 25.3 2554 418F22 - - 418F12 8 67.0 43.9 11.8 1805 420F20 48.0 1347 420F10 20 16 30.5 11.4 1 92.0 69.2 18.5 2226 420F21 73.0 1768 420F1 1 24 117.5 94.4. 25.3 2647 420F22 98.5 2189 420F12 8 81.0 50.2 13.4 3057 424F20 55.0 2093 424F10 24 16 37.3 15.5 106.5 75.5 20.2 3747 42021 80.5 2783 424F1 1 - 24 131.5 100.8 27.0 4437 424F22 106.0 3473 424F12 30 10 44.1 16.7 96.7 63.3 17.0 4864 430F20 - - - 36 10 50.6 17.0 95.0 6-1-0-Fl 6-4 7016 436F20 70.0 4640 436F10 CL STANDARD PRESET CONDITION CL TO FLG: CENTERLINE OF BALL TO FLANGE FACE SIOFFSEfl=C.XTAN IS LAYING LYNGTN CL IiIII!!illlui!I op lot 1, "lloobt CYC UIMtIN)IUN +1- l7, WEKHT5 ARE ESTiMATES AWWA Cl 10 FLANGE BOLT PATTERN DIMEN. DOUBLE BALL SINGLE BALL 8 4 22.0 27.0 15.1 4.0 113 403M20 - - - - 403M10 3 8 9.2 30.0 35.0 23.1 6.2 137 403M21 - - - - 403M 1 1 12 1 38.0 43.0 31.1 8.3 167 403M22 - - - - 403M12 4 29.5 34.5 1 21.9 5.9 187 404M20 22.5 27.5 99 404M 10 4 8 13.0 44.0 49.0 36.1 9.7 230 404M21 36.5 41.5 3.9 142 404M11 12 58.0 63.0 50.4 13.5 273 404M22 51.0 56.0 186 404M12 4 32.0 37.0 22.8 6.1 271 406M20 23.5 28.5 138 406M10 6 8 15.0 45.0 50.0 36.1 9.7 335 406M21 37.0 42.0 4.5 202 406M1 12 58.5 63.5 49.4 13.2 399 406M22 1 50.5 55.5 2671 406M12 4 34.5 39.5 24.5 6.6 362 408M20 26.0 31.0 193 408M10 8 8 17.3 51.0 56.0 40.6 10.9 454 408M21 42.5 47.5 5.1 285 408M1 12 67.0 72.0 56.7 15.2 545 408M22 58.51 63.5 3761 408M12 4 40.5 45.5 28.4 7.6 569 410M20 28.1 33.1 388 410M10 10 8 20.4 55.0 60.0 43.2 11.6 706 410M21 42.6 47.6 6.0 525 410M11 12 - 70.0 75.0 58.0 15.5 843 410M22 57.1 62.1 662 410M12 4 43.5 48.5 29.1 7.8 734 412M20 30.5 35.5 50 412M10 12 8 22.7 58.5 63.5 44.1 11.8 884 412M21 45.5 50.5 7.1 655 412M11 12 73.5 78.5 59.1 15.8 1034 412M22 60.5 65.5 805 412M12 8 . 65.0 72.0 44.3 11.9 1287 414M20 - - - - 414M10 14 16 25.0 90.5 97.5 70.2 18.8 1625 414M21 - - - - 414M11 24 116.5 123.5 96.1 25.7 1962 414M22 - - - - 414M12 8 65.0 72.0 443 11.9 287 416M20 47.0 54.0 708 416M10 16 16 25.0 90.5 97.5 70.2 18.8 1625 416M21 73.0 80.0 10.3 1046 416M11 24 1115.01122.01 116.5 123.5 96.1 25.7 1962 416M22 99.0 106.0 1383 416M12 8 64.5 71.5 43.9 11.8 1752 418M20 - - - - 418M10 18 16 30.5 90.0 97.0 69.2 18.5 2145 418M21 - - - - 418M11 - 24 1 94.4 25.3 2538 418M22 - - - - 418M12 8 64.5 71.5 43.9 11.8 1811 420M20 45.5 52.5 979 420M10 20 16 130.5 90.0 97.0 69.2 18.5 2232 420M21 70.5 77.5 10.4 1400 420M11 24 115.0 122.0 94.4 25.31 2653 1 420M22 96.0 103.0 1821 420M12 8 78.0 85.0 50.2 13.4 3003 424M20 53.0 60.0 1521 424M10 24 16 36.6 103.0 110.0 75.5 20. 3693 1 424M22 424M21 1 103.5 78.5 85.5 13.8 2211 424M1 1 11111 24 128.01 135.5 100.8 27.0 4383 110.5 2901 424M12 CL STANDARD PRESET CONDITION CL TO HOME: CENTERlINE Of BALL TO END OF Mi SOCKET S(OFFSE1)CLXTAN 15 kzA - TOTAL LAYING LENGTH CL L E B A L L TOTAL LAYING LENGTH CL - HOME N G L DIMENSIONS +/-1% WEIGHTS ARE ESTIMATES JOINT RSTRAINT PROVIDED, PLEASE SPECIFY OR ASK FOR ASSISTANCE UNLESS OThERMSE SPECIFIED, FLEX-TEND ASSEMBLIES ARE PRESET TO THE FOLLOWING EXPANSIONS/CONTRACTIONS: 4-(+3-,-1-) §-(+6-,-2) 10' (+7.5k, -2.51 12'(+9,-3) 16'(+12',-4'1 241(+181,-61) FOR SPECIAL CONFIGURATIONS AND UNITS LARGER THAN 30 INCHES CONTACT YOUR EBAA REPRESENTATIVE OR CONTACT EBAA ENGINEERING AT 800-633-9390 NOTES S Because the FLEX-TEND flexible expansion joint incorporates an expansion joint with the ball and socket flexible ends, it behaves similar to other expansion joint products under pressure. Due to their design, expansion joints generate end thrust when subject to internal pressure. This end thrust must be accounted for in pipeline design. The end thrust generated by the FLEX-TEND flexible expansion joint is calculated by multiplying the internal pressure (psi) by the area listed below. THRUST THRUST (T) (T) RESTRAINED RESTRAINED JOINTS T P X A JOINTS SIZE (in) AREA (in') THRUST AT 150 PSI (Ib) 3 12.3 1,845 4 18.1 2,715 6 37.4 5,610 8 64.3 9,645 10 96.8 14,520 12 136.9 20,535 14 237.8 35,670 16 237.8 35,670 18 366.4 54,960 20 366.4 54,960 24 522.8 78,420 30 804.3 120,645 36 1,152.1 172,815 When used in a long and vely straight pipeline, the pipe-to- soi friction is generally sufficient to balance the force. The use of thrust blocks or other means of anchoring may be required when fittings are placed in close proximity to the expansion joint under- ground. This protects the pipeline from the tendency of the unit to expand when pressurized. In an above-ground installa- tion such as a bridge application, some means must be provided to prevent the expansion of the joint due to internal pressure. This can be accomplished by anchoring the piping to the structure while allowing room for movement when motion occurs. In order for the FLEX-TEND expansion joint to protect pipeline connections, any load must be transferred to the unit by restrained joints. Depending on the piping arrangement and the antici- pated movement of the pipeline, adjacent piping must be restrained to adequately transfer the loads to the unit. Joint restraint is provided with each mechanical joint end connection. The table below lists some of the restraint products offered by EBAA as well as the pipe material on which each are used. SIZE PIPE RESTRAINT RANGE MATERIAL PRODUCT 3 - 48" Ductile Iron Series 1100 3' - 24' PVC Series 2000PV Weld-on flanges are generally used for applications on steel piping. For other piping material please contact EBAA. For technical information call EBAA Engineering, 800-633-9190. Each unit is tested to rated pressure prior to shipment. Mechanical joint end connec- tions conform to the dimensional requirements of either ANSI/AWWA C1ll/A21.11 or ANSI/AWWA C153/A21.53 depending on size. UThe flange outlets are dimen- sioned according to ANSI/AWWA Cl 10/A2l .10 with the addition of an 0-ring groove. An 0-ring is provided to ensure a watertight seal. U Due to the design of the seals as well as the assembly, no periodic maintenance is required. ]Assembly instructions and polyethylene wrap (for under ground applications) are provided with ( each unit. D FLEX-TEND expansion joints are suitable for direct burial. If instal- lation in a vault is necessary, the design must be such that movement is not impeded. U EBAA Iron Inc. reserves the right to revise and improve its products as necessary. This brochure describes the status of these products at the time of publication and may not reflect their status in the future. U Flexible expansion joints shall be installed in the locations indicated on the drawings and shall be manufac- tured of ductile iron conforming to the material properties of ANSI/AWWA C153/A21.53 Each flexible expansion joint shall be pressure tested against its own restraint to a minimum of 350 psi (250 psi for flexible expansion joints 30 inches and larger.) Each flexible expansion joint shall consist of an expansion joint designed and cast as an integral part of a ball and socket type flexible joint, having a minimum of 15 degrees deflection per ball and 4-inches minimum expansion. D All internal surfaces and seal contact surfaces parts shall be lined with a minimum of 15 mils of fusion- bonded epoxy conforming to the applica- ble requirements of ANSI/AWWA C213 and shall be holiday tested with a 1500 volt spark test conforming to said specification. D All flexible expansion joints shall be FLEX-TEND as manufactured by EBAA Iron 1pc., Eastland, TX. ©Copyright 1994 EBAA Iron Soles Inc. EBAA&IRONW. IRON SAt.ES. INc. P. 0. Box 857 Eastland, Texas 76448 800-433-1716 817-629-1731 FAX 817-629-8931 0 TAB 4- MISCELLANEOUS ITEMS CALPICO "PX" CASING INSULATORS AND MODEL "W" CASING END SEALS CERTAINTEED C-900 HIGH DEFLECTION AND REPAIR COUPLINGS TRIPAC A307A PLATED NUTS AND BOLTS GARLOCK #7021 ASBESTOS RING GASKET 1/16 THICK 0 185 Harbor Way So. San Francisco, CA 94080-6161 TEL: (415) 588-2241 FAX: (415) 873-6952 S Calpico Model PX casing insulators will accommodate ductile iron, AC, C900, steel and other types of pipe. Skids can Wbeade 4" or higher to clear most any size bell or coupling. For steel pipe, the standard effective skid height is 1". For pipe with a bell or coupling, or to center the pipe inside the casino, just specify the skid height desired. ]:' FEATURES Model PX casing insulators are made from solid polyethylene, which provides high impact strength and a low co-efficient of friction (to slide more easily). Non-deteriorating polyethylene lasts indefinitely inside the casing - the only metal is the bolts. A grooved inner surface prevents slippage and damage to any coating the pipe may have. Model PX lir insulators are light in weight, easy to handle, and easy to install - no special tools are needed. Model PX insulators come in two segments from sizes ½" through 14". Sizes 16" and over come in multiple segments to fit any size pipe. (Sizes 16" and over can also be made in 2 segments only, if specified). Special band widths of up to 24" are readily available. Many of the above features will not work for certain sizes of pipe, couplings, bells, and casing. For establishing specifications and feasibility, please call. Calpico Model C Custom Pull-On Casing End Seals are made from tB" thick especially compounded synthetic rubber and come p?ovlded with stainless steel bands and clamps which require only a screwdiver or wrench to install. Our Model C End Seals are are designed for easy installation and can fit any Car- rier-Casing combina- tion where unusual lateral movement can be expected, or will fit all possible Carrier-Casing com- binations. Permanent adhesive bonds the two exposed edges into one permanent seal. Adhesive sealing strips can. be provided for watertight joining of seal to carrier-casing. .• Calpico seals are made of flexible coal tar rein- forced with fiberglas providing an extra-tough waterproof membrane. Stainless steel bands—two 1/2" bands are fur- nished with each end seal—can be tightened easily (with a screwdriver or wrench) to insure a tight seal. This wrap-around model is preferred because the seal can be applied after the pipe is pulled through the casing, and ensures a better fit (seal to carrier/casing) because it can be adjusted to variables in coating thickness. 1t1II1[4I vc High Deflection 'HD) Stop Couplings & Closure/RepairCouplinG for Cast Iron O.D. nine PVC :D) High Deflection Stop Couplings Closure/Repair Couplings for Cast Iron O.D. pipe. (Vinyl-Iron Municipal Water Pipe AW/A C900) CertainTeed offers a quick and simple solution to those unwanted, but necessary, repair jobs or changes to an existing municipal water piping system, and for easy connection of short lengths or cut lengths required in most installations of pipe. CertainTeed provides both HD Stop Couplings and Closure Couplings to facilitate repairs and tie-ins to existing municipal water piping systems. These two type fittings enable the installation/repair crew to remedy virtually all problems encountered in making repairs or tie-in connections. It allows them to do it quickly so the system can be restored with minimal service disruption. HO Stop and Closure couplings supplied by CertainTeed are manufactured of extruded PVC coupling stock and are precision machined to exacting standards. They are available in 4", 6", 8", 10" and 12" sizes in 200 psi. working pressure rating and meet the requirements of AWWA Standard C900 Municipal Water pipe, and comply with National Sanitation Foundation (NSF) Standard No. 61 for potable water service. Each coupling is hydrostatically tested to 800 psi, 4 times its rated working pressure of 200 psi. All sizes and classes are listed by Underwriters Laboratories Inc. (U/L) and are Factory Mutual (FM) approved for underground fire lines. Each HO Stop and Closure coupling is supplied complete with gaskets. Onslons Repair (Closure) Coupling L ~Dj HD (High Deflection) Coupling I Cplg. O.D. (High Deflection) Repair (Closure) Coupling Coupling C-900 Sealing Pipe Cplg. Weight Weight L" Insertion Size O.D.* Class O.D. Part # Lbs./Pc. Part # LbsJPc. Length P" Depth 4" 4.800 200 (DR14) 5.964 74071 4.0 74281 3.5 7.250 % 3%" 1.150 6" 6.900 200 (0R14) 8.366 7022 8.2 74282 7.2 8.250 4l/a 1.150 9.050 200 (0R14) 10.947 74073 15.6 74283 13.7 9.250 3/4 45/'1 1.350 11.100 200 (DR14) 13.361 74074 27.5 74284 22.3 11.125 % 5/l6" 1.460 1 .13.200 200 (DR14) 15.836 74075 41.0 74285 36.1 12.000 7/ 6" 1.650 *O.D. (Outside Diameter) of pipe to be repaired. HD Stop Couplings enable the use of plain end by plain end pipes. Each coupling is capable of deflecting 5 degrees and can be used in place of small bends or where it is not desirable or possible to bend the barrel of the pipe. Bend Radius Chart (4"-12") Mm. Radius with 5° Per Coupling Offset Pipe Length Deflection (No Pipe Bending) Per 20' Length 20' 229' 21" 10' 115' 10½" 7.5' 86' 8" 5' 57' 51/4'! Installation Average field conditions are assumed, and therefore, the engineer is the sole authority regarding actual installation specifications and procedures. To Repair Damaged Pipe—two closure couplings required. Simply cut out and remove damaged area. Make sure pipe ends are cut square and tapered. Clean pipe ends and lubricate well for a distance equal to one half the length of the closure coupling being used. Make a mark on both pipe ends equal to /2 the length of the closure coupling. Measure and cut a pup joint approximately 2'/2 to 31/2 inches shorter than the distance between the two pipe ends being repaired. Both ends of the pup must be square cut and tapered, cleaned and well lubricated at least a distance equal to the length of the closure coupling being used. Make sure closure coupling is clean, and lubricate the closure coupling's exposed ring surfaces. Install both repair/closure couplings on the pup by pushing each one onto the pup until the spigot reaches the back of the far gasket. .Position the pipe with the closure couplings installed and push the repair/closure couplings back over the existing pipe line up to the marks that indicates ½ the length of the closure coupling. Your repair is complete, except for backfilling. Example of tie-in to repair existing system. DAMAGED PIPE IlIlIlIlIRE TJ____ CUT OUT DAMAGED AREA L 1 [ PUP JOINT & TWO REPAIR COUPLINGS -SLIDE REPAIR COUPLINGS -nh- ON TO PUP JOINT UNTIL SPIGOT --1 REACHES BACKSIDE OF FAR GASKET SLIDE BACK RPAIR COUPLINGS •HD Stop Coupling Installation Similar to that of the repair/closure cQupling except coupling will not ride over the pipe end. Stop couplings have a built in center stop and can only be installed as in line coupling. Applications are for in line coupling jpint in areas where sufficient space allows coupling to be used, when shorter than standard length of pipe is required or when connecting to fittings, hydrants etc., and especially when a small bend is needed to change line or grade. *I Assembly of HD (High Deflection) Coupling and Closure (Repair) Couplings. O.D. Verification Verify O.D. (Outside Diameter) of pipe being jointed to be compatible. (See Table #1). Cutting When cutting pipe to be used with couplings, square cuts are essential. When making field cuts, it is best to use a PVC pipe cutter to ensure square ends. A hand or power conventional saw may be used if pipe cutter is not available. Field Beveling A bevel is required on the spigot end of the pipe being installed in the coupling. The preferred method of beveling is using a PVC pipe beveling tool that is especially made for PVC Municipal Water pipe. Hand tools like a course file or rasp can also be used to create bevel, refer to Table #1 for bevel dimensions. Clean Gasket and Pipe Spigot . Gaskets are shipped pre-assembled in the couplings. Using a rag, wipe interior of coupling and spigot end of pipe free of all foreign materials. Note: if interior of coupling gasket groove is dirty or contains debris, carefully remove gasket and thoroughly clean gasket groove in coupling and reinstall the gasket. Make sure the flat surface of the gasket faces inside the coupling and the rounded edge faces the coupling entrance. Make sure the gasket is evenly seated in the groove by running your finger all the way around the inner face of the gasket. Full insertion Mark Spigot end of pipe to be installed must have a full insertion mark (refer to Table #1) put on the pipe. This mark indicates when the pipe is fully inserted into the coupling. F Apply Lubricant Apply lubricant to the gasket surface that is exposed (never to the gasket groove) and to the pipe spigot from the end of the pipe to the full insertion mark, especially the rounded edge of the gasket and the taper on the spigot. In the case of repair coupling use, lubricate pipe entire distance coupling will have to travel on pipe. Use only approved lubricants supplied by . CertainTeed. WARNING: substanes not specifically formulated for this purpose may deteriorate pipe and/or gaskets. Certainleed El Insertion h Depth T -I- G-1 Assembly of HD (High Deflection) Coupling Push the spigot end into the coupling until it hits the stop in the coupling. The full insertion mark on the pipe should be about flush with the end of the coupling. Use a bar and block if needed. A "come-along" or puller may also be used, but be sure that the pipe and coupling are protected from the chains typically used with these types of devices. G-2 Assembly of Repair (Closure) Couplings Push the spigot end into the coupling until the spigot is up against the backside of the far gasket. Align the other length of pipe, and slide the coupling back until the full insertion mark on the pipe is flush with the end of the coupling or not exposed. Use a bar and block if needed. A "come-along" or puller may also be used, but be sure that the pipe and coupling are protected from the chains typically used with these types of devises. Table #1 CIO Size O.D. Insertion Depth* POO 4 4.80 3/8 6 6.90 4'/8 8 9.05 4/e 3/411 10 11.10 5/16 12 13.20 6 .7/811 *Minimum when using closure repair coupling. Note: Use of HO (High-Deflection) Couplings if installed properly can yield up to 5 Degrees deflection (2'/2 Degree per side) per coupling. VINYL-iron® Solid PVC Municipal *ater Pipe High Deflection Coupling All sizes and classes of VINYL-iron pipe can be furnished with"HD-'" High Deflection couplings which allow 50 of pipe deflection per coupling. All "HO" couplings rated Class 200 psi operating pressure. Use of separate couplings eliminates material waste due to field cutting. Rugged Coupling is specially extruded from heavy wall stock. The gasket grooves and pipe end stops are precision -O hined. minimizing nkage or out of roundness. Bend Radius Chart Mm. Radius Pipe w/5 Joint Deflection Length w/o Bending Pipe Itself 20' 229' 10' 115' 6'-8" 76' 5' 57' Lengths shorter than standard 20 feet obtained by field cutting. Insertion Depth Indicator tells at a glance if pipe ends are inserted to the correct depth. Long Insertion Depth designed to prevent pull out even under. extreme temperature changes. / 2 . 2 Entrance B Patented Rubber Gasket is designed with ound holes for much gr assembly than ral-bell gaskets. Positive Pipe End Stop Groove is machined and shaped so gasket roll-out is almost impossible.. -24''4 TR!PAC/97//,/,,,, FASTENERS FASTENERS FOR THE WA TER WORKS AND CONSTRUCTION INDUSTRIES "SUBMITTAL INFORMATION" "BOLTS, NUTS AND FLWSHERS" "ABSTRACT OF ASTM A307 RADE A ND GRADE B" CARBON STEEL EXTERNALLY THREADE STANDARD FASTENERS GRADE: LOW CARBON STEEL CHEMICAL REQUIREMENTS: PHOSPHOROUS, MAX % SULFUR. MAX % GRADE B ME A751. MECHANICAL REQUIREMENT: HARDNESS - BRINELL - ROCKWELL TENSILE STRENGTH [KSI) ELONGATION IN 2 IN,. % DIMENSIONS: UNLESS OTHERWISE AS SPECIFIED IN THE LATESJ TOLERANCE. GRADE A BO LATEST ISSUE OF ANSI GRADE B.BOLTS SH4I1E I - SHALL BE THE COARSE THREAD SERIES 1E B1.1, PAGE A-26. HAVING A CLASS 2A TS WITH DIMENSIONS AS GIVEN IN THE 1. UNLESS OTHERWISE SPECIFIED NUTS SHALL COMRM TO ASTM A563 "CARBON AND ALLOY STEEL NUTS" AND SHALL CONFORM IN DIMENSIONS PRESCRIBED IN ANSVASME/ASME BI 8.2.2. UNLESS OTHERWISE SPECIFIED, FINISHED HEX NUTS WILL BE SUPPLIED WITH GRADE A 307, A BOLTS AND THE HEAVY HEX SERIES WILL BE SUPPLIED WITH GRADE A 307, B BOLTS. OTHER: BOLTS AND NUTS MAY BE SUPPLIED IN PLAIN, ZINC PLATED, HOT-DIPPED OR MECHANICALLY GALVANIZED FINISHES. FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. ADDITIONAL INFORMATION: ADDITIONAL INFORMATION CAN BE FOUND IN ASTM A 307, DTD 1984, AND ASTM A 563, DTD 1984. TRIPAC FASTENERS, A DIVISION OF TRIPAC MARKETING, INC. 17390 MT. CLIFFWOOD CIRCLE • FOUNTAIN VALLEY, CA 92708 (714) 556-0870 • FAX (714) 556-3714 psi )OO FASTENERS FASTENERS FOR THE WA TER WORKS AND CONSTRUCT/ON INDUSTRIES "SUBMITTAL INFORMATION'S "COMPRESSED ASBESTOS GASKETS" "CA GASKETS" GENERAL DESCRIPTION: MANUFACTURED FROM A COMPRESSED CHRYSO11LE ASBESTOS MATERIAL FORMULATED FOR SERVICES IN MOST SEALING APPLICATIONS AS A UNIVERSAL REPLACEMENT GASKET. THE FIBER CONTENT IS ASBESTOS, BOUND BY STYRENE BUTADIENE RUBBER (SEA). COLOR: BLACK OR WHITE SERVICE: SUITABLE AGAINST AIR, WATER, BRINE, STEAM, ORtNI1AND WEAK INORGANIC ACIDS CONCENTRATED AND DILUTED ALKALIS CHEMICALS PETROLEUM AND PETROLEUM DERIVATIVES SYNTHETIC OILS ANIMAL FATS VEGETABLE OiLS AROMATIC AND ALIPHATIC SOLVENTS CHLORINATED SOLVENTS AND REFRIGERANTS ASBESTOS GASKETING MATERIALS ARE ESPECIALLY USEFUL WHEAE HEAVY FLANGES AND HIGH BOLT LOADS ARE COMMONLY FOUND. 7021 GRAY/BLACK SBR 750o F 1800ps1 350,000 7-17 TENSILE STRENGTH (ASTM F-I 52) 3000psi 3000psi AVAILABILITY: GASKETS ARE AVAILJQLE IN BOT I I 6T AND 1/8TH INCH THICKNESS AND THEY ARE MANUFACTURED IN BOTI-INAND FULL 0 DIMENSIONS. GASKETS MEET THE PRESSURE RATINGS, DRILLING AND D1NSIONS OF ANSI/ASME BI 6.2.1. TRIPAC FASTENERS A DIVISION OF TRIPAC MARKETING, INC. 475 KLUG CIRCLE. CORONA, CA 92880-5406 (909) 280-4488 • FAX (909) 272-4445 El SiMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project ft 600-406 Submittal #20 I Description: Phase I Sewerline Traffic Control Date: 2/5/02 _____-. Comments: I. Make corrections noted 0 No Exceptions Taken 0 Amend and Resubmit Make Corrections Noted D Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: S Date:____________ 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 LEMER @IF UN&MMM&L 0 ATE 2-oZ ATTENTION' c)$J :ifJi LAt\j Jtpj, . TitV of QtarlMtab 5950 EL CAM INO REAL CARLSBAD, CALIFORNIA 92008 PH. (760) 602-2780 FX. (760) 438-4178 ENGINEERING INSPECTION To '44i <'9 WE ARE SENDING YOU *Attached 0 Under separate cover via he following items: 0 Shop drawings 0 Prints Plans 0 Samples 0 Specifications Copy of letter 0 Change order 0 Dated_________ COPIES DATE NO. DESCRIPTION Te iFu 67øn- h74,') THESE ARE TRANSMITTED as checked below: $For approval For your use As requested C3 For review and comment 0 For your action 0 For Checking O Approved as submitted Approved as noted O Returned for corrections 0 Resubmit ________ copies for approval Design only, not for construction Return _________ corrected prints REMARKS 1I STo:f rt-4N<jC1 Oc? NOT lN(LL( Pp j' -ro 6JTt?Qt7( T7iE F&ci Ljg AvA ris N ThE YcP E4 ( -T( 'F 17°/3: f5r j7 OF-T Lij I?rv,J A'm 7 A P vu m- t N Y 62-/4 ( i'JT5 g.4 S1 (ALL I 664V3 /IJ '/ (b1) 247 74rZ3 COPY TO SIGNED: / tL.. Printed on recycled paper If enclosures are not as noted, kindly notify us at once, • RP. P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewicz Construction Manager -- - - I- - - Date: January 29. 2002 Project Name: Poinsettia Lane Overhead Widening ect No.: 3551 City of Carlsbad 1635 Faraday. Ave CA 92008 Carlsbad, 4., Submittal No 020 This is an Original This is a Revision of Submittal yes Submittal No.: NA Subject of Submittal: Traffic Control for Sewerline Installation - Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): NA COPIES I DATE I NO. I DESRIPTION 3 I 1-29.02 I TC-6 I Traffic Contro4 Plan for Sedlne Instion Contractor's Certification: Check and complete either (A) or (B) below (A We have reviewed In detail and certify that the niaterlal, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the - following deviations: t hodzedj omaseutler, Prqect Manager C23-1 cw (LI) C9 PLAN: POINSETTIA LA/If SCALE: P40 7:o - 2'). t UV - Thøc I \V/\\/P SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #6-B I Description: Concrete Mix Designs Date; 1/22/02 Comments: 1. JjF mix designs #203202 and #204 002, pFeviotisr1U haveflI1JJ1 used HYL 1t11IàWU1abeveJ1 eaeb designsnnu i* u,mJ JLtN may ,s• V ttl' , t1 ttg nt. p i'ii'p tfla, 1 Wehes .L') A!L4flJ! -ia eq 4.3 ef the 2000 Gfeenbeek. - • t'Z qflfl t'2!S*A' 14!.I •a 'ltvan.lYa.aPa pip'. •a'a i' 'A 'p PI'S V V •flp' tJJ.I Petit. 3. No exceptions taken. Concrete break results attached. No Exceptions Taken El Amend and Resubmit El Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG EN 1NEERJNG OYIJJL Checked By: Date:—/ 9968 IHlibert Street, Suite 202, San Di , CA 92131 PH(619)566-3113 F(619)566-6844 Testing Engineers-San Diego, Inc. RQI OF cQM!RE91I Sample Group # 24255 Project Name Poinsettia Lane Overhead Widening - Gao T&I Project No 2001-1840 Project Address Poinsettia Lane . Gen. Contractor N/A Sub-Contractor N/A Engineer N/A . Architect N/A . . . Bldg Permit No N/A .. . . . Plan File No N/A Gov't Contract # N/A, . DSAIOSHPD DSA# N/A Sample Group Data Report of Concrete Cylinders : Measured Specified Placement Date 11/14/01 - Slump (in.) 6.50 4.00 SuppileiFPiant PALOMAR TRANSIT MIX Air Temp (0F) 71 .. Mix Number 203202 Mix Temp (0F) 79 N/A Mix Description 560C3250APW .4 Air Content (%) •' N/A Mix Design 3250 psi ?• ............MPa Unit Weight #Error 0 Specified Strength '325.0 .....Psi 22.4MPa Truck No. 86.TlcketC: 1214714 Load* , 2 Time Botched 1:30 PM Time Sampled 2:30PMAgo: N/A Mm. Sample Mark: SET , Delivered by RC - Date Rec'd in Lab: 11 /1 5/01 Logged in by: N/A Admixture WROA-64 Geflone of water added at by , .. .,. .... Specific Location NOT SUBMITTED Special inatructIonsIRemark . , Compression Laboratory Data Sample Lab No. Date Discard Dimensions Test Area Mx Load Compressive Strength Age Tested 7 70042 11/21/01 0 6x12in 23.00 in, 87,000 be . 3080pa1 21.2MPa 7 70043 11/21/01 7 j 6x121n 28271n' 90,500 lbs 3200 psi 22.0MPa 7 70044 11/21/01 ri 6x121n 28.27 in' 89,000 lbs ' 3150 pal 21.7 MPa 28 70045 12/12/01 6x121n 28.27 in' 135,500 lbs '4790 psi 33.0 MPs 28 70046 12112/01 Ti 6x121n 28.27 in" 137,000 lbs 4850p8i 33.4 MPa Comments: 28 day test meets specifications. $a.rnp11n9 and testing conducted in BCCOIdenCG With ASTM Si ndani designations: C31-91, C39.861 C78-8 61 .87, C42-90 Checked by: Date:__- Reviewed by:_ _. - Oate:/&12G1C1 riQsAcero . Staff En.gEnc! CC . . City of Carlsbad I Sirnoi, Wong Engineering Testing Engineers-San Diego, Inc. REPORT OF COMPRESSION TEST Sample Group # 24214 Project Name Poinsettia Lane Overhead Widening GeoT&l . Project No 2001-1840 Project Address Poinsettia Lane Gen. Contractor N/A Sub-Contractor N/A Engineer N/A Architect N/A Bldg Permit No N/A Plan File No N/A . Gov't Contract # N/A DSA/OSHPD D.SA#N/A Sample Group Data Report of Concrete ,. Cylinders Measured Specified Placement Date 1401 ................Slump (in.) '1 2.50 .... Supplier/Plant PALOMAR TRANSIT MIX Air Temp (°F) .. Mix Number 203202 Mix Temp (°F) 78 N/A. Mix Description 56003250 APWA , Air Content (%) N/A , .A Mix Design 3250 psi 22,4 , MPa Unit Weight #Error 0 Specified Strength 3250 psi 22..4 Mpg Truck No. 60 Tlckst#; 1214702 LoadS .1 Time Batched 1:10 P. Time Sampled 2:00PMAg.: N/A Mm. Sample Mark; SET 1 D&Iverd by RC Date Rec'd In Lab: 11/15101 Logged In by: N/A Admixture WRDA-64 10 Gallons of water added at START. by Contraàto. Specific Location NOT SUBMITTED Special InitructIon.lRemarks Compression Laboratory Data , Sample Lab No. Date Discard Dimensions Test Area Max Load Compressive Strength Age Tested 7 70058A 11/21/01 Li 6x12in 28.27 in, 100,000 lbs 3540 psi 24.4 MPa 7 70059 11/21/01 E". 6x121n 28.271n' 95,500 lbs . 3380 psi 23.3 MPa 28 70060 12/12/01 fl 6x121n 2827 In: 135,500 lbs ., 4790ps1 33.0 MPa 28 70061 12/12/01 1] 6x121n 28,27 ins 147,000 lbs 5200 psi 35.8 MPa 28 70062 12/12/01 "1 6x121n 28.271n' 150,000 lbs 5310 psi 36.6 MPa Comments: 28 day test meets specifications. Sampling and letIng conducted in accordance with ASTM Standard designations.' C31-91, C39-86, C78-84, 6_7-)7, C42-90 Checked by: - Date:_____ Reviewed by:____ Detel- Ce l LILA.tQ iaff Engineer cc: City of Carlsbad Simon Wog Engineern9 \\V/\NP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #19 I Description: Girder Erection Plan Date: 1/22/02 Comments: 1. No exceptions taken No Exceptions Taken Amend and Resubmit Make Corrections Noted Lii Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date: I 29Z_ 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 orm HERZOG ( P.O. Box 2510 San Diego, CA 92051 To: Simon & Wong 9968 Hibert St. San Diego, CA 92131 Attn: Mark Plotnikiewicz Construction Inspector snop Drawing 1 ransmuu Date: January 14; 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Submittal No 019 This is an Original This is a Revision of Submittal Submittal No.: N.A. Subject of Submittal: Girder Erection Plan Specification Section(s): 303-3.9.1 Plan Sheet Numbers(s): COPIES DATE NO. DESRIPTION I 7 1/14102 Precast Girder Erection Plan Contractors Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: qZojr's AuAthorized ignature: Thomas T.Beutler, Project Manager 88 /749+76.1 Elev 77. 48' 1% I ------------------- ---- L._ ----------------------- 1 ru 24 I) \er- L \4 D- ki --— \\ of fiii - - — AA. UJ I> 9.. "Jr377j ooc 0 - r S PA13 "2.. - C. OcP\ d -\. )r%'A "I '- ,Ax I ' Z / (-Paz \Ert.b, S4-T ( a) 82-5 / 811-54 / I T-3 / T-4 t uo. 9( IyTOP of fill 7°24'45" skew, S ES 1751+20. 82± E/ev 76.86 \ \ \ C exist Poinsettia Lan \rpo~se, 04± I I ' [-7-0 24'45" € Poinsettia Lane (new) /752 & year completed ypo N(305') 11151-3,14 i f 0 Exist clear new clear, lyp PLAN I,, =7(y-0" SAW DIEGO REGIONAL STAWON? Drawing No. TWO 36" Mc'n/io/o Frame and Two C. -I 'T' F' ( r.J4 L1W ?Srnc LE SC - fbe- 6 Z.. A LU-IJ /'• 82-5 k / J 811-54 / a/U . T-4 5Ot4O( Y° off/li 161 A 'X1) Poinsettia Lane (new) - - -- \ \ of CQ - - - J. t. 2445" skew, 24 typ skew1 \\I z::::::t 88 (749+76.1 ±/ Elev 77. 48' ___._.___L_._._. 1 IT 'J ,, \ \ \\ (R exist Poinsotlia Lan E — \10-,L5, O4±\ \\ ( \ & year completed ypo ffl3Q5T) Exist clear new clear, typ PLAN Ill r.2Q'_7' sm DIEGO REGIONAL STANDAR Draw!nQ No. TI/Ic 36" Alon/x/o Frame and Two C . w. i .- UL I b67 I PHOENIX • TUCSON SAN DIEGO- FLAGSTAFF Since 1956 / Fax Transmittal Sheet DATE: IZc5j NUMBER OF PAGES rNCLUDING THE COVER PAGE:c.4 TO: Name; 0?fl Company: Dept. Phone: Fax: Cc: FROM:A Name: Lo' Company:_ 4r_ Dept. Location: San Diego Phone: (€19) 938-8090 Fax: (619) 938-8081 1 4-'CIFOR REVIEW []REPLY ASAP OCOMMENT - - MAILING ADDRESS 10168 CHANNEL RD. LAKESIDE, CALIFORNIA 92040 JAN 08 '2 8:28 PAGE.el I Dimensions F ir s* III A . 4 9. (9740) 17'lI• p595) (4950) 2w r (1740) 4 (10 (L©R©J©J(©Y" Q©J(©F - Ir iomr a'r 040) * (1700) (ISM IV - . (7O) girl) (10 (310) (19959) Nots () Iles,incs dinwieions in mm BASIC WEIGHTS (LBS.) Axles I & 2 Allen J low With Mercedes Rower 50,278 107,369 157,648 With Cummins Power 50840 107,713 158.35 Removal: Front Outrigger Beams & Outriqer Box (must add weht above for option) 8,457 -16,819) -(10,362) Substitute 14.00 tires for siendard 20.5 -(900) -(1.800) 712,700) Boom Assembly (minus lift cylinder)* -(32,245) -(23,995) -(56240) Telescope Sections 1-4' -(23,034) -(13.783) -(36,817) Lift Cyfinder -(2,121) -(3,258) -(5.379) Rellocls welgnts wIth superstfucture focing JAN 08 '02 08:29 PAGE. 02 c1T JAN 08 '02 08:29 PAGE . 03 Lifting capacIty charts acc. to 85% (lbs / ft) Main boom 3047831 Crane wIth 176 300 The (SO t) counterweight (outrigger best 28.5x27.eft) Main boom -fixed length In It 93.1 93.2 93.3 107.6 108.3 108.8 J 114.3 114.8 Tel sac. J 0.00 0.60 - 0.00 1.00 0.00 0.00 1 0.00 0.80 TeL sec. II 0.58 0.58 0.00 0.58 1.00 0.00 0.58 0.58 Tel. eec. Ill 0.58 000 0.58 0.00 038 1.00 0.58 0.58 Tel. sac. IV 0.00 0.00 1 057 1 0.00 000 0.67 0.57 0.00 Stewing 360° range Radius in feet LiftIng cepacties in 1000 be 15.0 189.0 252.0 133.0 204.0 20.0 189.0 224.0 133.0 201.0 170.0 131.0 133.0 177.0 25.0 170.0 200.0 126.0 189.0 158.0 117.0 133.0 160.0 30.0 150.0 178.0 111.0 173.0 140.0 103.0 122.0 144.0 35.0 135.0 180.0 99.0 156.0 125.0 93.0 110.0 130.0 40.0 123.0 145.0 90.0 141.0 113.0 65.0 100.0 118.0 450 111.0 129.0 82.0 128.0 102.0 77.0 91.0 107.0 50.0 103.0 112.0 74.0 111.0 94.0 71.0 84.0 99.0 55.0 95.0 99.0 89.0 97.0 88.0 66.0 77.0 91.0 60.0 87.0 88.0 04.0 86.0 79.0 81.0 71.0 84.0 65.0 82.0 78.0 80.0 77.0 74.0 56.0 67.0 78.0 70.0 76.0 70.0 58.0 89.0 69.0 52.0 82.0 73.0 .i. 75.0 68.0 63.0 52.0 62.0 64.0 49.0 58.0 66.0 80.0 56.0 61.0 48.0 54.0 60.0 85.0 50.0 57.0 43.4 61.0 55.0 90.0 45.0 51.0 41.4 48.0 50.0 95.0 ff 39.4 46.0 45.0 SLI Code 110 Max. permitted 14 Ws wlndspeed JAN 08 '02 08:30 PAGE. 04 I SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #18 1 Description: FRP Stop Gate I Date: 1/14/02 Comments: 1. No exceptions taken No Exceptions Taken [1 Amend and Resubmit LI Make Corrections Noted Eli Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: VFA~tD Date: 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: January 09, 2001 To: Simon & Wong Project Name: Poinsettia Lane 9968 Hibert s. Overhead Widening San Diego, CA 92131 Project No.: Owner: 3551 City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Inspector Submittal No 018 This Is an Oiiginal This Is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: FRP Stop Gate Specification Section(s): 2071208 Plan Sheet Numbers(s): 23 [COPIES J DATE NO. DESRIPTION 7 12/20/01 24716-8 FRP Stop Gate wIFRP Surface MTD Guide Frame - Shop Drawmgs Contractors Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the reauirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Authorized Thomas T.Beutler, Project Manager 20:80 ?0 0 Nf FERGLISM : ENTERPRISES, r iNc FACSIMILE TRANSMISSION 3280 Market Street • San Diego, CA 92102-3334 " To send us a FAX/Telecopy, call: (619) 239-4727 To confirm receipt or discuss a problem: (619) 515-0300 To: 4 From: Of: Date: z -c z No. of Pages (including this page) Z_- Message/Comments /2fi! CONFIOENT1AUTY NOTICE This facsimile trenSiniSslOn and the document accompanying it may contain cenfldontiaJ information belonging to the soeder which I: protected by the aft ornoy-ciient privilege. The informabon is Intentiod only for the use of the individui or ontity named abovo. if vu are not the intended rcclpiont you are horoby notified that tiny dlsdoSure. oodn9, or Iho taldng of any action is reliance on tho contents Of this Information IS 51!tUy prohibited, II you have recelvod IbIS Iranamisalori In onor. please immediately notify us by lelephona to arrange (or return of the documonts. . OO/TOOTh XVd C9O aaa ZO/O/IO I 2 1/4' (TiP 3 SIDES) 2-0 1/2' FHP STOP GATE I—REQUIRED 3 1/2' 2 3/4 I I Iz-h/2' X S 1/2' 1-304 Ii S/S EXPANSION ANCHORS 1 _1 2-LtU 6' CAST ALUMINUM HANDLE SECURED WITH 5/16' NHCS 4 PLACES TYPICAL GUIDE SECTION NTS •1 I 5/8' DIA. HOLES I FOR 1/2' ANCHORS 1 6 PLACES __ 4 1/2' 1 FRP SURFACE MID GUIDE FRAME I —REQUIRED I. GATE AND GUIDE COLOR IS CRAY. 2, GATE AND GUIDE MATERIAL IS IRP (FIBERGLASS REINFORCED POLYESTER) GATE IS SANDWICH CONSTRUCTION WITH RIGID FOAM CORE. ALL NUTS BOLTS AND WASHERS ARE T-304 S/S. NOTES: CUSTOMER: FERGUSON ENTERPRIZES JOB: SAN DIEGO. CALIFORNIA. P. 0. NO.: P667-7846 ENGINEER: REP.: MISCO PL.ASTI—FAO JOB NO.: 27027 HERZOG CONTRACTING CORP. OW P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: January 29, 2002 To: City of Carlsbad Project Name: Poinsettia Lane Overhead widening 1635 Faraday Ave Carlsbad, CA 92008 ect No.: 3551 City of Carlsbad Attn: Mark Plotnikiewicz Construction Manager 9. 441? 1635 Faraday Ave Carlsbad, CA 92008 Submittal No 020 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Traffic Control for Sewerline Installation Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): N.A. COPIES f DATE [NO. DESR!PTION 3 1-29-02 TC-6 Traffic Control Plan for Sewedilne Installation Contractor's Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained In this submittal meet all the reauirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: TcSign ure: omas T.Beutler, Project Manager p cOZ) T3TVO) osi1 - 9ithrsT qsi~ - Oxoa o. Iui3bLW bihvO bdh) b yfl3 evA bir ce t CCO.9AO bchcO :&t.J AD G ac3a 3 ;O1 13OO2 At ,!r1hf33 -,i)(jnjç,C :ij M.A 1 &;.nM noDJiftn3) k ic'ive ; ei T r,hO nt. o'A mc; .AA :oh t;icmtia oird snv I.roO :flmdua 'Er 13[dI E .Oc icIiq 1Oi1O I0l4! 3iAGj 3lqo3 (8) (A) ,c1fl cnc bns r13 oiroO onJno 7o tncm4pe ,.:$*;rn 'zrl t11 YTJJJISD bms 1118b ni vvyi ev W no nwc)1i3 'c n b99qe glar-Cigir1ti1 sirnrh eirli n isii ()siiq * on (/vir,19 rtOwITWOD br, eflq tunc3 oi no1n, Cs 3E.ilstisili'l SHTcfl Y1151ei bile. hsjksl ml bwIve 9'CLi sW (3) ro vtvb bi apism l91 him flirndu. ak-1 III bir (Ortubsaolq 1L]PLtZ!Q ZtiiR flOIi1c, bn otbq r.o utrcZ) gttrrjgc! ttWi xit Cufr rcthil tnoO Ewl I -• J RU - / - -. - EXISTING NCTD BUS' STOP. CONTRACTOR SHALL - - - CONTACT NCTD PRIOR To CONSTRUCTION "N \TO COORDINATE ANY TRAFFIC CONTROL THAT EFFECT NCTD OPERATIONS. ENVIRONMENTAL FENCING REMOVE TYPE. '/ RRO/fS—. ZZ (5'FROM TOE OF SLOPE) REMOVE STRIPING LQ c _-crz#t.tS P?w4A1- o rz- C23 j C_,bd-1YLAt'45 . J GOO Slf ARRAY CRASH CLISHION Slr AF CRASH CLISHJ~ .1 . (LI) C 16 I'- DZA[L ID :::.:: --------:!!__.__._._._ - " LtE TALL4T13 .14 j - --- --------- . 1 01 PLAN: P'QLNSETT/A LANE CITY OF CLA SCALE, f -40' APPROVED A6.L. it_ Lo'trL T ? Iraff Ic Engineer Date _ILg. T4L. SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project ft/Name: 3551 Poinsettia Lane Widening SWE Project# 600-406 LSubmitta1 #16 1 Description: Median Closure Support 1, Date: 12/27/01 Comments: 1. No exceptions taken. No Exceptions Taken 0 Amend and Resubmit D Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: MLuk' Date: JZ../2.7/ / 9968 Hibert Street, Suite 202, San Diego, CA, 92131 PHI(858)566-3113 F(858566-6844 HERZOG CONTRACTING CORP. 0090 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: December 14, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Project No.: Overhead Widening 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotniklewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager' Submittal No 0016 This is an Original This is a Revision of Submittal yes Submittal No.: NA Subject of Submittal Median Closure Support Specification Section(s) 303 Plan Sheet Numbers(s): 39 COPIES I DATE INO. DESRIPTION 3 12-17-01 MC-1 Shop drawings for Median Closure Support 3 8-30-01 1 Calculations Contractor's Certification: Check and complete either (A) or (B) below: (A\ We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: actor's Authorized Signature: Thomas T.Beutler, Project Manager 1'-4" FULl T MAX 3' DC MAX TYPICAL SECTION r' * '((r'o3789 ;o)j NOTES 1) ALL LUMBER IS D.F. #2 OR BETTER, 05 2) EQUILVALENT MEMBERS MAY BE SUBSTITUTED WITH APPROVAL OF HERZOG CONTRACTING AND CITY OF CARLSBAD ENGINEERS. I .• r I I I T.B, 1HERZOG CONTRACTING CORP i L V1 I L cItoir I PCIINSETTIA LANE OVER}*AD VIIJENING I MEDIAN CLOSURE SUPPORT I MC-1 I 140524 i CITY aF CASBAD C(TRACT NIL 3551 I I No. 5505 Engineers Computation Pad SiMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Comments: 1. Make corrections noted on drawings. D No-Exceptions Taken 0 Amend and Resubmit Make Corrections Noted 0 Rejected -- See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date:______ 1 9968 filbert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 orm P.O. Box 2510 bnop.LJrawlng I ransmitt San Diego, CA 92051 Date: December 20, 2001 To: Simon & Wong Project Name: Poinsettia Lane 9968 Hibert St. Overhead Widening San Diego, CA 92131 Project No.: Owner: 3551 City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Inspector Submittal No Qii This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Accesshole Specification Section(s): 207/208 Plan Sheet Numbers(s): 23 COPIES DATE NO. DESRIPTION 5 12/17/01 Submittal data for Accesshole Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the followinci deviations: or's hori Thomas T.Beutler, Project Manager * * O3 '*IT3A9T1AO3 £OSSELH cinoR snt iwiO * Gi Id's a taQrcos ,o !rrit5O' A) O% J3?Wf !33' Qr(t.3bW bxttsvO noW 8 ncmi :O rt :.ot'l nt4ci1 b3cJuE3 lo O i9r'IO IJ SOM, A3 bh3 it)N :M UA 1Q3fl (IOi)U1tflO3 1ootjvP ni i 1T Q cMlntf,*,rfiduP. UU .oM 1Jj PIS - .1U't'VO )flOZ3? () '') (A) iel s-,qrfx br.r, ei) iiThO flQflr) ?clrrtuo' sthm !iY' t*uit Hch n iviw vnd W ro n bflq n9m jjJ :crn kmdu wni bnino .cuboiq w ri' n;in3 btc n nino3 ,i.tnuoc! nD ot tio ,o .ncnqiipe &i 1J ti b'w )h n t& &iV ( Or tcim Wlirndup ait n b9n9n6c bz,mq iioi wLnc3 inrnuoQ bi'no3 9 .t$3Wb Drw,Iic £UEni3 boui:'iofosncD iq x1iJei* v1T 4 (6~40~ I Precast Construction Inc 760/737-8590 P.O. Box 1839 • San Marcos, CA 92079 Fax 760/737-8593 A Subsidiary of Inland Concrete Enterprises, Inc. December 17, 2001 Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 Re: POINSETTIA LANE OVERHEAD WIDENING Subject: Submittal Data for Sewer Manhole Attn: Torn Beutler This is to certify that manhole components for the above referenced project will be manufactured in our plant and shall meet the applicable requirements of ASTM C-478, and AASHTO M-199 standards. The manholes for this project will be per the CMWD Standards S-I designed for H20 loading. Steel reinforcing for precast units shall be minimum .250 dia cold drawn steel wire (ASTM A-82), wound spirally to meet the area requirements of ASTM C-478/AASHTO M-199. All concrete used in the manufacture of precast units contains Type-Il/V Portland Cement conforming to ASTM C- 150. Concrete for precast items shall be minimum compressive strength of 4000PSI in 28 days. Concrete for cast in place base shall be minimum 3.250 PSI in 28 days. Cast iron ring and cover shall be per ASTM A-48 class 35B, and Federal spec. RRF-62 I. Sewer manhole cover shall be per SDRSD M-3 marked CITY OF CARLSBAD SEWER. Joint sealant for precast units shall be #CS-IO2-B Flexible Bitumen Sealant Rope. Interior of precast units shall be lined with AMERON (White) PVC T-Lock Liner at the factory. THE MANHOLE BASE SHALL BE LINED AT TIME OF BASE CONSTRUCTION. SEE ATTACHED T- LOCK CONSTRUCTION DRAWING. All liner joints shall be heat-welded in the field by Ameron certified welders. Thank you, 'yc t7/' Robert Lara Vice President PLANT: 2511 1-larmony Grove Rd., Escondido, CA 92079 Z1,CN Licensed ZEBRON Polyurethane Applicator Manhole Lining & Rehabilitation IL.Class CType 60 zow am APPWVM Mason Sand! I I I Field Mortar 2:1 Plastic cement F-1325 CAST IRON 36' MANHOLE FRAME & 24" COVE MARKED 1" weld strips Type uN Portland Cement conforming to ASTM C- 150. Concrete for precast units shall be minimum 4000 PSI "CITY OF CARLSBAD 4" joint strip in 28 days. Concrete for Cast-Cast-in-Place base shall be SEWER". minimum 3250 PSI in 28 days. PVC Lining — Manufacturing materials & methods shall conform to or 6" Turnback Grade Ring ______________________ ASTM C-478 & AASHTO M-199 designed for loading H20. DETA IL 'A' Reinforcing steel for precast units shall be per ASTM C-478 o .250 Dia. A-82 wire wound. Hoops shall be wound spirally and A placed in the center of the wall. ) co Manhole base shall be cast in place per CMWD Standard 0 PVC CS-l02-B \ specifications SI. / Lining or Ramnek Interior of precast units shall be lined with AMERON (White) C • SEE 1 sealant rope PVC T-Lock liner at factory. All liner joints shall be heat-welded r r.4U 0 0 DETAIL "A" in the field by Ameron certified welders and will later be spark 'I tested at 20,000 volts minimum. 6' ____________ 60" I.D. 1Tr.Jt1L4.. c.AT )VC_ Joint sealant for precast units shall be #CS-IO2-B Flexible Bitumen T-LOCK • vrxcr sealant rope. Interior of Manhole base, shelfs, stem wall, and channel walls shall be 0 C PVC T-Lock GROUT 4-r Abuwivr PVC T-Lock lined at time of Base construction22-° from flowline L - sheet & non-skid ALL r AROUND JD111 o' rv.. each way shall not be lined or coated. 46 - — C) 8 surface 12:1 crz Atsu '50.4 Fr A AID &AN1Z jLivre • (,4.) To &rrN 4I'JL CopLzrr --ti V wgt eP 3/it I.D. PIPE—I L9" MIN. \ Cast-in-Place Concrete Base (Tumback on shall be a minimum 3250 in 28 days. PVC pipe with \_All but lower 90° 2-V2' SS steel bands shall be T-Lock lined ELEVATION VIEW ' CAD FILE: CMWD-Sl GWJn'=sctt(on Inc. S-1 P.O. Boc 1839 So Marcos. California 92079-1839 S I FS - I 0116 NIL Plant: 2571 Hormooy Crooe Rood Escondido, CA. 92029 B (760) 737-8590 FAX: (760) 737-8593 ' REV ""Hanson PRECAST UNITS Hanson Aggregates Pacific Southwat Region P.O. Bo 639069 San Diego, CA 92163-9069 9229 Harris Plant Road San Diego, CA 92145 Tel 850-715-5600 Far 658-715-5061 CONCRETE MIX DESIGN MIX ID 4033502 [06] 4000 PSI 02/08/00 CONTRACTOR B & W PRECAST PROJECT VARIOUS LOCATIONS SOURCE OF CONCRET. : HANSON CONSTRUCTION TYPE 660-C-4000P / 4000 PSI @ 28 DAYS PLACEMENT BOOM PUMP OR PLACE WEIGHTS PER CUBIC YARD ASTM C-10 TYPE Il/V CEMENT, LB ASTM C-618 CLASS F FLYASH, LB WASHED-CONCRETE SAND 43%, LB HANSON 1" x #4 - 57%, LB WATER, LB (GAL—US) TpTAL AIR, % ASTt1 C-494 TYPE AID, OZ-US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, .PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 564 2.87 115 0.90 1280 7.65 1.652 10.15 339 ( 40.6) 5.43 TOTAL 27.00 27.17 0.50 4.00 146.3 F8 8-00 TUE 1:55 Rf 858 715 5601 P. 3. CAST IN PLACE SEWER MANHOLE man U. tmHanson Haøn Aw"ztes P.dl'Ic SmdhweA Region p.o.sc600g San Diego. CA g2163-9069 9229 Ilanis Pant Road Sari 04ego, CA Q2146 T.1 858-715.5600 Fax 85B-715-5601 CONCRETE MIX DESIGN MIX ID 3233502 (03) 3250 PSI 02/08/00 CONTRACTOR : B & W PRECAST PROJECT VARIOUS LOCATIONS SOURC1 OF CONCRETE HANSON CONSTRUCTION TYPE 560—C-3250 3250 PSI @ 28 DAYS PLACEMENT : PLACE OR BOOM PUMP ASTM C-150 TYPE Il/V CEMENT, LB ASTM C-618 CLASS F FLYA51f, LB WASHED CONCRETE SAND - 43%, LB HANSON 1" x #4 - 57%, LB WATER, LB (GAL—Us) TOTAL AIR, % WEIGHTS PER CUBIC YARD ASTM C-494 TYPE A & U, OZ—US HATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE—DRY) YIELD, CU FT 479 2.44 97 0.74 133.3 7.97 1721 30.57 330 ( 39.5) 5-28 TOTAL 27.00 23.05 0.57 4.00 146.7 I.:Precast.,.. 1839 • San Marcos, CA 92069 1325 (3 Pc) SET—WEIGHT Frame 330Lbs Outer cover 320 Lbs Inner cover 155 Lbs Total 805 Lbs APPROVED By: Title: Agency: Dote: COMMENTS 394" 38W 38'/e" H 24½"- 24" L 22" 36" General Information All materials used in MFG. shall conform to ASIM ;A-48-353 Frame & cover bearing surfaces machined to assure close, quiet Iii. Castings shall be dipped in black bituminous paint. j . 'Frame and cover exceeds H-20 wheel loading. * Castings shall meet federal spec. Ii RRF621 * Marking shall be marked '.'SEWER" or "STORM DRAIN" as required * Agency identification shall be cast on face of cover * Imported covers shall have country of origin on face of cover. - Any Size, Shape, Length, or Material Jo meet specified requirements. APPLICATION AND SEALING PROPERTIES Provides permanently flexible watertight Joints. r Low to high temperature workability: CS-102B & CS-102-DO-B .....45°F to 130°F. Rugged service temperature resistance of —30°F to +200°F. Excellent chemical and mechanical adhesion to clean and thy surfaces. Greater cohesive and adhesive strengths. Sealed Joints will not shrink, harden or oxidize upon aging. Available In numerous standard sizes: Specific area cross sections designed for spe- cific Joint requirements. O Lengths .....36" or 42" strips, plus rolls up to 21'. O Custom cut lengths at minimum costs. Lower sealing costs resulting from use of proper sizes. ,. • Controlled flow resistance for application ease. PrImer is not usually required, however, if tempera- ture Is below 50°F, or installation is In a wet hole, or a dust condition exists, apply Concrete Sealants rec- ommended primer. Meets Federal Specification SS-S-00210 (210-A) and AASHTO M-198B. FOR SELF-SEALING JOINTS IN: Concrete Manholes Concrete Pipes Vaults Utility Boxes Sewer Construction Septic Tanks Box Culverts Vertical Panel Structures PROVEN. SEALANTS FOR THE •:.. PRECAST CONCRETE INDUSTRY •_ODNCRETE' SEALANTS CONCRETE SEALANTSNC. f' SEAL OF SECURITY IiI ConSea1TM CS-102B Bitumen/Butyl Sealant SOLVING CONCRETE SEALING PROBLEMS BOND OF TRUST APPLICATIONS For self-sealing joints in: Manholes • Concrete Pipe • Vaults • Box Culverts • Septic Tanks • Vertical Panel Structures SEALING PROPERTIES -Provides permanently flexible watertight joints. -Low to high temperature workability: 0 CS-102B 45°F to 130°F (7°C to 266°C) Rugged service temperature : -30°F to +200F (-34°C to + 93°C) Excellent chemical and mechanical adhesion to clean and dry surfaces. Greater cohesive and adhesive strengths. Sealed joints will not shrink, harden or oxidize upon aging. Controlled flow resistance for application ease. No priming is normally necessary. When confronted with difficult installation conditions, such as wet concrete or temperatures below 40°F (4°C), priming the concrete will improve the bonding action. Consult Concrete Sealants for the proper primer to meet your application. HYDROSTATIC STRENGTH ConSeal CS-102B meets the hydrostatic performance requirement as set forth in ASTM C-990 section 10.1. (Performance requirement: 10 psi for 10 minutes in straight alignment - in plant, quality control test for joint materials.) SPECIFICATIONS ConSeal CS 102B meets or exceeds the requirements of Federal Specification SS-S-210 (210A), AASHTO Ml 98B, and ASTM C-990-9 I. CHEMICAL COMPOSITION Hydrocarbon plastic content % by weight Inert mineral filler % by weight Volatile Matter % by weight PHYSICAL PROPERTIES Specific Gravity, 77°F (25°C) Ductility, 77°F (25°C) Softening point, ring & ball IF Penetration, cone 77°F (25°C), 150gm 5 sec. Flash point, C.O.C., IF Fire point, C.O.C., IF Spec Required CS-102B ASTM D4 50-70 52.1 SS-S-210A 30-50 47.9 ASTM D6 3.0 max. 1.0 Spec Required CS-102B ASTM D71 1.20-1.35 1.22 AASTMDII3 5.0mm. 8 ASTM D36 320° mm. 3700+ ASTM 13217 50-120 mm 62mm ASTM D92 600° mm. 6300 ASTM D92 625° mm. 6300 30- Day Immersion: No visible deterioration when tested for 30 days in 5% caustic potash, 5% Hydrochloric Acid, 5% Sulphuric Acid, or 5% saturated Hydrogen Sulfide. CONCRETE SEALANTSeNc. 8917 S. Palmer Road, P.O. Box 176, New Carlisle, Ohio 45344 (937) 845-8776 • FAX (937) 845-3587 • (800) 332-7325 Web Site: htto://www.conseal.com T-Lock ® PVC Sheet Liner for Concrete Pipe and Structures Typical Specifications General This specification covers the supply and installation of a flexible PVC sheet liner with locking extensions in reinforced concrete pipe and auxiliary struclures to effectively protect the exposed concrete surfaces from corrosion. To accomplish this the liner must be continuous and free of pinholes both across the joints and in the liner itself. All work for and in connection with the installation of the lining in concrete pipe, and the field sealing and welding of joints, shall be done in strict conformity with all applicable specifications, instructions and recommendations of the lining manufacturer. The manufacturer of the lining shall furnish an affidavit attesting to the successful use of its material as a lining for sewer pipes for a minimum period of 40 years in sewage conditions recognized as corrosive or otherwise detrimental to concrete. Material 2.1 Liner shall be Amer-Plate T-Lock as manufactured by Arneron Protective Linings Division, Brea, California. 2.2 Composition The material used in the liner, welding strips and other accessory items, shall be a combination of poly vinyl chloride resin, pigments and plasticizers, specially compounded to remain flexible. Poly vinyl chloride resin shall constitute not less than 99 percent, by weight, of the resin used in the formulation. Copolymer resins will not be permitted. 2.3 Physical Properties 2.3.1 All plastic liner plate sheets, welding strips and other accessory items, shall have the following physical properties when tested at 77°F±5° (25°C±3°). Property Initial (Par. 2.4) Tensile Strength 2200 psi mm. 05 MPa min.) 2100 psi mm. 14.5 MI'a mm.) Elongation at break 200% mm. 200% mm. Shore durometer, Type D (with respect toinitiaJ test rcsult) 1-sec. 50 - 60 10-sec. 35-50 ± 5 ± 5 Weight change ± 1 .5% 2.3.2 Tensile specimens shall be prepared and tested in accordance with ASTM D412 using Die 13. Weight change specimens shall be 1-inch (25-mm) by 3-inch (75-mm) samples. Specimens for testing of initial physical properties may be taken from liner plate sheet and welding strip at any time prior to final acceptance of the work. 2.3.3 Liner plate locking extensions embedded in concrete shall withstand a test pull of at least 100 pounds per linear inch (1800 kg/m), applied perpendicularly to the concrete surface for a period of one minute, without rupture of the locking extensions or withdrawal from enibednient. This test shall be made at a temperature of 70° - 80°I (2 1° - 27°C) inclusive. 2.3.4 All plastic liner plate sheets, including locking extensions, all joint, corner and welding strips shall be free of cracks, cleavages or other defects adversely affecting the protective characteristics of the material. The engineer may authorize the repair of such defects by approved methods. 2.3.5 The lining shall have good impact resistance, shall be flexible and shall have an elongation sufficient to bridge up to "4-inch (6mm) settling cracks, which may occur in the pipe or in the joint after installation, without damage to the lining. 2.3.6 The lining shall he repairable at any time during the life of the pipe or the structure. 2.4 Chemical resistance* After conditioning to constant weight at 110°F (43°C). tensile specimens and weight change specimens shall be exposed to the following solutions for it period of 112 days at 77°1'-±5° (25°C±3°). At 28-day intervals, tensile specimens and weight change specimens shall be removed from each of the chemical solutions and tested in accordance with Paragraph 2.3.2. If any specimen fails to meet the 112-day requirements before completion of the 112-day exposure, the material will be subject to rejection. Chemical Solution Concentration Sulfuric acid 20%** Sodium hydroxide r 0, j /0 Ainmoniuni hydroxide o, ** 5%** Nitric acid 1%** Ferric chloride 1% Soap 0.1% Detergent (linear alkyl benzyl sulfonate or LAS) 0.1% Bacteriological BOD not less than 700 ppm. °rl,is is to he used as a pre-qualification test and when material formulations (Ire C/l(IIU7('(l. Volumetric p(.'r(('ntaqes of coocc'u(rnU'd C. I' grade reagents. 2.5 Details and dimensions of basic size sheets (4-foot widths) 2.5.1 Liner sheets shall be a minimum of 0.065 inch (1.65 mm) in thickness. Locking extensions ('1-shaped) of the same material as that of the liner shall be integrally extruded with the sheet. Locking extensions shall be approximately 21/2 inches (64 mm) apart and shall be at least 0.375-inch (9-mm) high. 2.5.2 Sheets shall have a nominal width of 48 inches (1200 mm) and a length of not more than 24 feet (7200 mm), except that longer lengths may be supplied on special order. Lengths specified shall include a tolerance at a ratio of j'/4 inch (6 mm) for each 100 inches (2500 mill). 2.5.3 Sheets not used for shop fabrication into larger sheets shall be shop tested for pinholes using an electrical spark tester set between 18,000 and 22,000 volts. Any holes shall be repaired and retested. 2.5.4 Special sized, factory prewelded sheets are available on special order. 2.6 Pipe-size sheets and accessories 2.6.1 Pipe linings shall be supplied as pipe-size sheets, fabricated by shop-welding the basic-size sheets together. Shop welds shall be made by lapping sheets a in in i 01 uiii of' 1/2 inch and applying heat and pressure to the lap to produce a continuous welded joint. Tensile strength measured across shop-welded joints in accordance with ASTM D412 shall beat least 2000 psi (14 Ml'a). 2.6.2 If required, strap channels shall be 1-inch (25-nim) wide maximum and formed by removing the locking extensions so that a maximum Of '/16 inch (5 mm) remains. 2.6.3 Sheets also can be supplied in prefabricated, pipe- size tubular-shaped sheets, ready to lower onto the inner pipe forms. These normally do not require the use of strap channels. 2.6.4 Transverse flaps may be provided at the ends of sheets for pipe. Locking extensions shall be removed from flaps so that a maximum of '/:tz inch (1 nun) of the base of' the locking extension is left on the sheet. 2.6.5 Welding strips shall be approximately 1 -inch (25-mm) wide with a minimum width of inch (22 mm). The edges of weld strips shall be beveled in the manufacturing process. Thickness of weld strip shall be a nominal /g inch (3 mill). 2.6.6 Joint strips for pipe shall be 4-inches (100 mm) wide with a minimum width of 31/4 inches (94 mm). Thickness of joint strips shall be a nominal of ':12 inch (2.3 mm). 2.6.7 Prior to preparing the sheets for shipment, they shall be tested for pinholes using an electrical spark tester set between 18.000 and 22.000 volts. Any holes shall be repaired and retested. 3. Installation of Lining 3.1 General 3.1.1 Installation of the lining. includ tog preheating of sheets in cold weather and the welding of all joints, shall be done in accordance with the recommendations of the liner manufacturer. 3.1.2 Coverage of the lining shall not be less than the minimum shown on the plans. 3.1.3 The lining shall be installed with the locking extensions running parallel with the longitudinal axis of the pipe. 3.1.4 The lining shall be held snugly in place against inner- forms. 3.1.5 Locking extensions shall terminate not more than 1 112 inches (38 mm) from the end of the inside surface of the pipe section. Joint flaps when used shall extend approximately 4 inches (100 mm) beyond the end of the inside surface. 3.1.6 Concrete poured against lining shall be vibrated, spaded or compacted in a careful manlier so as to protect the lining and produce a dense, homogenous concrete, securely anchoring the locking extensions into the concrete. 3.1.7 In removing forms, care should be taken to protect the lining from damage. Sharp instruments shall not be used to pry forms from lined surfaces. When forms are removed, any nails that remain in the lining shall be pulled, without tearing the lining, and the resulting holes clearly marked. 3.1.8 All nail and tie holes and all cut, torn and seriously abraded areas in the lining shall be patched. Patches made entirely with welding strip shall be fused to the liner over the entire patch area. Larger patches may consist of smooth liner sheet applied over the damaged area with adhesive. All edges must be covered with welding strip fused to the patch and the sound lining adjoining the damaged area. 3. 1.9 I lot joint compounds, such as coal tar, shall not he j)oL1r(d or applied to the lining. 3. I. If) Thc contractor shall take all necessary measures to I)tvciut damage to installed lining from equipment and materials used ill or taken through the work. 3.2 Application to concrete pipe - Special requirements 3.2.1 'I'll(, lining shall beset flush with the inner edge of the bell or spigot end of a pipe section and shall extend to the opposite end or to approximately 4 inches (100 mm) beyond the opposite end depending upon the type of lining joint to be made with the adjoining concrete pipe. 3.2.2 Wherever concrete pipe or cast-in-place structures protected with lining, join structures not so lined (such as brick structures, concrete pipe or cast-in-place structures with clay lining or clay pipe), the lining shall be extended over and around the end of the pipe and back into tile structure for not less than 4 inches (100 mm). This protecting (:ill) may be molded or fabricated from the lining material but need not be locked into the pipe. 3.2.3 Where a pipe lateral (not of plastic lined concrete) is installed through lined concrete pipe, the seal between the lined portion and the lateral shall be made by the method prescribed for cast-in-place structures under Paragraph 3.4.2. 3.2.4 lined concrete pipe may be cured by standard curing methods. :1.2.5 Cares hall be exercised in handling. transporting and placing lille(l pipe to l)l'(vemlt damage to the lining. No interior hooks or slings shall be used in lifting pipe. All handling operations shall be done with an exterior sling or with it suitable hit-k lift. :1.2.6 On pipe having a 360° limier coverage, the longitudinal edges of the sheet shall be butt welded. When pipe tubes are furnished, these are shop-welded joints made ill accordance with 2.6.1 3.2.7 No pipe with damaged lining will be accepted until the damage has been repaired to the satisfaction of the engineer. 3.3 Field joints in lining for concrete pipe 3:1.1 'l'hue joint between sections of lined pipe shall be prepared in the hollowing manlier: II tqtmired. the inside joint shall be filled dud carefully pointed with ceineilt mortar in such a manner that the mortar shall not, at any point, extend into the pipe beyond the straight line connecting the surfaces of the adjacent pipe sections. Pipe joints lutist be dry heh)re lining joints are made. 3.3.2 All mortar and other foreign material shall be removed from lining surfaces adjacent to the pipe joint, leaving thueni clean and (lry. 3.3.3 Field joints in the lining at pipe joints may be either of the following described types: Type P-i: The joint shall be made with it separate 4-inch (100-mm) joint strip and two welding strips. The 4-inch (100-mm) joint strip shall be centered over the joint, heat- sealed to the lining, then welded along each edge to adjacent liner sheets with a 1-inch (25 -mm) weld strip. The 4-inch (100-mm) joint strip shall lap over each sheet it minimum of 1/2 inch (13 mm). Type P-2: The joint shall be made with it joint flap with locking extensions removed per Paragraph 2.6.4 and extending approximately 4 inches (100 mm) beyond the pipe end. The joint flap shall overlap the lining in the adjacent pipe section a minimum of 112 inch (13 mm) and be heat-sealed in place prior to welding. The field joint shall be completed by welding the flap to the lining of the adjacent pipe using 1-inch (25-mm) weld strip. Care shall be taken to protect the flap from damage. Excessive tension and distortion in bending back the flap to expose the pipe joint during laying and joint mortaring shall be avoided. At temperatures below 50°F (10°C), heating of the liner may be required to avoid damage. 3.3.4 The joint flap or strip on beveled pipe shall be trimmed to a width (measured from the end of the spigot) of approximately 4 inches (100 mm) for the entire circumferential length of the lining. 3.3.5 All welding of joints is to be in strict conformance with the specifications and instructions of the lining manufacturer. Welding shall fuse both sheets and weld strip together to provide a continuous joint equal in corrosion resistance and impermeability to the liner plate. Hot-air welding tools shall provide effluent air to the sheets to be joined at a temperature between 500° and 600°F (260° and 316°C). Welding tools shall be held approximately /2 inch (13 mm) from and moved back and forth over the junction of the two materials to be joined. The welding tool shall be moved slowly enough as the weld progresses to cause a small bead of molten material to be visible along both edges and in front of the weld strip. 3.3.6 The following special requirement shall apply when the liner coverage is 360 degrees: When groundwater is encountered the lining joint shall not be made until pumping of groundwater has been discontinued for at least three days and no visible leakage is evident at the joint. When welding the downstream side of it joint strip or hap, do not weld 6 to 8 inches (150 to 200 mm) at the pipe invert to provide relief of potential future groundwater buildup. 3.4 Application to cast-in-place concrete structures - Special requirements 3.4.1 Liner sheets shall be closely fitted and properly secured to the inner forms. Sheets shall be cut to fit curved and warped surfaces using a minimum number of separate pieces. 3.4.2 Unless otherwise shown on the plans, the lining shall be returned at least 3 inches (75 mm) at the surfaces of contact between the concrete structure and items not of concrete (including manhole frames, gate guides, clay pipe or brick manholes and clay or cast it-oil pipes). 11w same procedure shall be followed at joints where the type of protective lining is changed or the new work is built to join existing unlined concrete. At each return, the returned liner shall be sealed to the item in contact with the plastic-lined concrete using Amer-Mate 19Y adhesive system. If the liner cannot be sealed with this adhesive because of the joint at the return being too wide or rough or because of safety regulations, the joint space shall be densely caulked with lead wool or other approved caulking material to a depth of 2 inches (50 mm) and finished with a minimum of 1 inch (25 mm) of an approved corrosion resistant material. 3.5 Joints in lining for cast-in-place concrete structures 3.5.1 Lining at joints shall be free of all mortar and other foreign material and shall be clean and dry before joints are made. 3.5.2 Field joints in the lining shall be of the following described types, used as prescribed: Type C-i: The joint shall be made with a separate 4-inch (100-mm) joint strip and two welding strips. The 4-inch (100-mm) joint strip shall be centered over the joint, heat- sealed to the liner then welded along each edge to adjacent sheets with a 1-inch (25-mm) wide welding strip. The width of the space between adjacent sheets shall not exceed 2 inches (50 mm). The 4-inch (100-mm) joint strip shall lap over each sheet a minimum of 1/2 inch 03 mm). It may be used at any transverse or longitudinal joint. Type C-2: The joint shall be made by lapping sheets not less than /2 inch (13 mm). One 1-inch (25-mm) welding strip is required. The upstream sheet shall overlap the one downstream. 'l'he lap shall be heat-sealed into place prior to welding on the 1-inch (25-mm) welding strip. Type C-3: The joint shall be made by applying 2-inch (50 - min)-wide waterproof tape or 1-inch (25-mm)-wide welding strip on the back of the maximum "4-inch (6-mm) gap butt joint or by some other method approved by the engineer to prevent wet concrete from getting under the sheet. After the forms have been stripped, a 1-inch (25-mm) welding strip shall be applied over tile face of the sheet. :.5.3 All welding is to be in strict conformance with the specifications of the lining manufacturer and Paragraph 3.3.5. 3.6 Testing and repairing damaged surfaces 3.6.1 After the pipe is installed in the trench, all surfaces covered with lining, including welds, shall be tested with an approved electrical holiday detector (Tinker & Rasor Model No. AP-W with power pack) with the instrument set between 18.000 and 22,000 volts. All welds shalt be physically tested by a nondestructive probing method. All patches over holes, or repairs to the liner wherever damage has occurred, shall be accomplished in accordance with Paragraph 3.1.8. 3.6.2 Each transverse welding strip which extends to a lower edge of the liner will be tested by the purchasing agency. The welding strips shall extend 2 inches (50 mm) below the limier to provide a tab. A 10-pound (5 kg) pull will he applied to each tab. The force will be applied normal to the hice of the structure by means of a spring balance. Liner adjoining the welding strip will he held against the concrete during application oh tile force. The 10-pound (5 kg) pull will be maintained if a weld failure develops, until no further separation occurs. Defective welds will be retested after repairs have been made. Tabs shall be trimmed away neatly by the installer of the liner after the welding strip has passed inspection. Inspection shall be made within 2 days alter the joint has been completed in order to prevent tearing tine projecting weld strip and consequent damage to tim limier from equipment and materials used in or taken through the work. \V/ N- // \\ SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form [Project #/Name: 3551 Poinsettia Lane Widening 1 SWE Project # 600-406 LSubmittal #15 1 Description: Curtain Wall Forms J Date: 12/27/01 Comments: 1. No exceptions taken No Exceptions Taken 0 Amend and Resubmit [J Make Corrections Noted 0 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the jo b s i t e , fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: - Date: 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)56 6 - 6 8 4 4 HERZOG CONTRACTING CORP. 0089 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: December 14, 2001 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad 1635 Faraday Ave Attn: Mark Plotnlklewicz Carlsbad, CA 92008 Construction Manager Submittal No 0015 This is an Original This is a Revision of Submittal yes Submittal No.: NA Subject of Submittal: CurtainWallForms Specification Section(s): 303 Plan Sheet Numbers(s): 39 COPIES DATE { NO. TESIRIPTION 3 12-14-01 Ô-1 Shopdrawings for CurtainWallForms 3 11-29-01- 1-5 Calculations Contractor's Certification: Check and complete either (A) or (B) below. (A We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: q= Thomas T.Beutler, Project Manager No. 5505 Engineers Computation Pad 6' J44L.L. - N N. - 1 ... rl Is it I,- vH e- II- - .'- -U c. I 6' C 1' 0 t- r 1) fyi ( c'o r . S (1 (-- - .-.----- ..-. .1 - ,-.. .1 ' .J_.. b It ,c . ( '; V It (_• .1 - I'$ Jc r p ir- . .;y h LP 1 - -J . p fa 'I - p - t - C - p A of Vi' y II fs No. 5505 Enginee?s Computation Pad H I- •4 " IJ ) '-I - o N— u1_ 9 N— I1 Ic_ 'I -" ,c: >%S It - t) ( -(. I - Iff c-. L- rN 5- !-' (z I 0 p 0 ; ,I3 4- 444 4 . rc' 19 c. 'S No. 5505 Engineer's Computation Pad ' r 1— ;? r -J V t ro c - - I, "I 1' I I%v1 140. 5505 Engineer's Computation Pad C' - I C Is- -I J•' - ,0 'r c. c. -.- A •• i-i - * U I I H Ii, r 4 - 'C - I. " rON IN p f) -I -P . I lot -k I- II 64 I' ii- \1* t-. 'JJ TAPER TIES B A BUBS,OIAqY ors 4fl.UM4-SYSTEt3tS TAPER TIE 4Aj 0 0 0 3/4" NUT WASHER CASTING A 4 A NUT WASHER CASTING Order No (103) NO-002 Tapped 3/4" Acme largeend Order No. (103) NO-00 I Tapped 1/2" Acme small end threaded (1 A KEYPLATE 4 Order No. (103)02-300 6t 1 5/16" x 2" x 6" (8mm x 51mm x 152mm) or, alternately. 3/4" 9-7/8(251mm) Taper 1-3/4" Acme threaded plate washer. Order No. (103)02-310. (19mm) Acme thread (44mm) DIMENSIONS OF BURKE TAPER TIES Tapered 3/4" to 1/2" Wall Thickness Order No. Rod Length Taper Minimum Maximum Weight Each (102) 01-524 24" (610mm) 11" (279mm) Use for blind wall and pilaster forming 2 lbs. (1kg) (102) 01-534 34" (864mm) 21" (533mm) 6" (152mm) 14" (356mm) 3 lbs. (1.5kg) (102) 01-543 43" (1,092mm) 30" (762mm) 15" (381 mm) 23" (584mm) 4 lbs. (2kg) (102) 01-552 52" (1,321mm) 39" (991 mm) 24" (610mm) 32" (813mm) 5 lbs. (2.5kg) Larger diameters and lengths available on request with either Acme or coil thread as required. Taper ties are adjustable for varying wall widths as indicated in the chart above. Wall widths shown based on forming with 2" x 4" (38mm x 89mm) studs and waters plus sheathing. SF = 1.5 Working Loads SF = 2 Taper Tie with Nut Washer Taper Tie with Key Plate 8,000 lbs. (35.6kN) 4,000 lbs. (17.8kN) 6,000 lbs. (26.7kN) 3,000 lbs. (13.3kN) CONTINUOUS THREADED COIL ROD 1/2", 3/4",and 1" diameters Continuous Threaded Coil Rod is produced in 1:2 ft (3m) lengths and can be cut as required. It will thread per- fectly into the coil of 1/2", 3/4" and 1" Coil Ties. With the addition of a Plate Washer and Hex Nut or a Coil Nut Washer, it becomes a Coil Bolt of flexible length that easily adjusts to different sizes of form lumber. Group Order Number Diameter Working Loads SF = 2 Standard Rod High Strength Rod Wt./10 Ft. (3m), (251)ND-121 1/2" 6,000 lbs. 9,000 lbs. 5 lbs. (251)ND-321 3/4" 9,000 lbs. 18,000 lbs. 12 lbs. (251)ND-521 1" 18,000 lbs. 37,500 lbs. 22 lbs. (251)ND-121 1/2" 26.7kN 40.3kN 2.3kg (251)ND-321 3/4" 40.3kN 80.1 kN 5.4kg (251)ND-521 1" 80.1kN 166.8kN 10.0kg COIL NUT Heavy hex-shaped Coil Nuts are available for all sizes of coil rod. One nut will develop the full strength of standard coil rod. TWO NUTS ARE REQUIRED TO DEVELOP THE FULL STRENGTH OF HIGH STRENGTH ROD. TIE-BACK APPLICATION Continuous Threaded Coil Rod develops the full strength of standard rod when embedded length is 30 times the rod diameter in 2000 psi (13.8MPa) concrete. 34 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project I60Ô-406 Submittal #12 j Description: Electrical Date: 12/14/01 Comments: 1. No exceptions taken No Exceptions Taken Li] Amend and Resubmit Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be conlirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with, that of all other trades, and the satisfactory performance of his work. SIMON WUNG I1rccR 1Nfl Checked By: Date:JL(ih / 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 December 12, 2001 UELs TO: PROJECT INSPECTOR, MARK PLOTNIKIEWICZ FROM: Associate Engineer, Transportation PROJECT 3551, POINSETTIA LANE BRIDGE WIDENING, MATERIAL SUBMITT A L - ELECTRICAL I have reviewed the submittal for the materials needed for the street lighting in s t a l l a t i o n associated with the above project, submitted by Herzog Contracting Corp. Four (4) c o p i e s o f the submittal are attached. The submittal is dated 11/16/01 and was received on 1 1 / 2 8 / 0 1 . The submittal generally consists of the original submittal sheets. In general, the su b m i t t a l i s adequate, with the exception of the comments noted below. Comments: No Comments CORRECTIONS OR COMMENTS MADE IN THIS MEMO OR ON THE SHOP D R A W I N G S DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR OF ITS RESP O N S I B I L I T Y TO COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATI O N S . This review serves only to check for general conformance with the design concept of t h e p r o j e c t and general compliance with the contract documents. The contractor remains responsi b l e f o r : confirming and correlating all dimensions and quantities; selecting fabrication proce s s e s a n d techniques of construction; coordinating the work of all trades; and performing the wo r k i n a safe and satisfactory manner. Sincerely, ,4~Hhl T. ~KIM., P.E. Associate Engineer Transportation Division attachments: (4) copies of material submittals C: Public Works Director Deputy City Engineer, Transportation DATE / -7/o I NO. ( ATTENTION "E: OF 4ArA I A t.c-r) Li,tç,,j ' Er.1cAL ~F11P WlAS (llitg of (&tr1tiab 5950 EL CAM INO REAL CARLSBAD, CALIFORNIA 92008 PH. (760) 602-2780 FX. (760) 438-4178 ENGINEERING INSPECTION TO OFCAAb WE ARE SENDING YOU Attached 0 Under separate cover via __________ the following items: 'Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications 0 Copy of letter 0 Change order 0 Dated________ COPIES DATE NO. DESCRIPTION h/ 3loI NJccE or !4ATr1AL Be:TO USED n '1 R/i3fOI '140F' DKWN6N Crt-AL-acayg1urS F'c- /-i61-uro ECJTVED Nov 2.i 20i ENGINFPPIM,- THESE ARE TRANSMITTED as checked below: For approval 0 For Checking El For your use 0 Approved as submitted O As requested 0 Approved as noted El For review and Comment 0 Returned for corrections o For your action REMARKS ULPART1ENT El Resubmit copies for approval O Design only, not for construction O Return corrected prints 0 F Yi N1D A CDPY oF i4 FAP /1OAL &/1Sltj f'LE4 5 16 4ALL ivt Ci V6 1) 44 ANY isiz,jS ( to f 9) 2+7-71-2-3 MAI!t& ?LDTN I KI 9 iA) tc. (caN -r2Lxr, biJ J.AJ 1-TOL. COPY TO SIGNED: 'f1 Printed on recycled paper If enclosures are not as noted, kindly notify us at once, P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: November 16, 2001 To: Simon & Wong Project Name: Poinsettia Lane 9968 Hibert St. Overhead Widening San Diego, CA 92131 Project No.: Owner: 3551 City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction inspector Submittal No 012 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Electrical Specification Section(s): 209 Plan Sheet Numbers(s): 18 COPIES I DATE I NO. DESRIPTION 6 11/13/01 NotIce of materials to be used - Electrical 6 Shop drwgs and catalogue cuts for lighting Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: C ctor's Authorized S nature: omas T.Beutler, Project Manager 7' '4 Electric i. November 13, 2001 NOTICE OF MATERIALS TO BE USED You are hereby notified that materials required for use at Poinsettia Street Lights (Our job #1478) will be obtained from the following sources: Item Name & Address of No Material Type Inspectron Site CED 5457 Ruffin Rd. 1 Conduit .& Wire San Diego, CA 92123 ESD 1 Poles 7380 Convoy Court S.D., CA 92111 Luminaires, Lamps 1 and PEC ESD Electrical Supplies 1 Service Pedestal ESD Electrical Supplies Hanson Aggregates 1 Concrete P.O. Box 639069 S.D. S.D. Precast 9702 Prospect Ave 1 Concrete Pull Boxes Santee, CA 92071 Sequoia Lighting Loop Epoxy 700 E. Lambert Rd. Ste B LaHabra, CA 90631 P.O. Box 1457, Spring Valley, CA 91979 ° 619/460-6060 FAX 619/460-6069 9 License #297034 SELECT ELECTRIC CITY OF CARLSBAD POINSETTIA LANE OVERHEAD WIDENING In OoIJ GSH 8TC/. 88 XVdL;OT TO/LO/TT MOU NTI NC HEIGHT n7aw1. I, 311 ,3 D" II —33 L. 4'O" [lj 1-11" [584] '-8 1/2' F1.44MJ 6-U" [l.83M) 2'-8" [81,3]:T-6 1/4'[2.29M) 6'-C" [2.441,1] 3'-6" (I.O7M) 1 10'-6" [3.20M] TO (343 TO 394] 1 -3/4" DIA. [296) X 2-11 SLOTS [32 x 57) A 14" SQ. X 3/4" FL. [336 X 19] REV. I DATE I bE8CIPT10N I DRN. I APPR -REMOVABLE CUP \ CAP ALUM. \ • ,, 2-3/5" DIA. ALUM. PIPE (60) IT DIl POLE H EtG Hi 'M INAL " [127) 0.0. I - 1/2"-13N0 STUDS 2" 1/4' .t J GALV. ON 3-1/3" 2.C. [793 [51±63 W/HEX NUTS, WASHERS Ilff TOP DETAIL 10-1/2" \ "C" HANOHOLE OPENING H c D HJ7, 3-1/8 X 9-1/8' (79 X 3231 W/ALIJM. COVER / L / 4-1/2' DIA. X 6-1/4' ( DIA. X 14-1/2' LC. [108 X 159 X 363] GRADE -i (4) /4xI8X'- ..T1.... [19 x 457 x 1c2] ANCHOR eOLTS A-307 BASE DETAIL - AMERON NUMBER "A" (PER ARM LENGTH) CATALOG rl 4-0" [1.22M] 6'-O" [.83M) 5-0' [2.64M] 2-C2-17 18-7 [5.66M] 20-.6' [6.251,1] 2V-3"[6.42M) [€.42M) 22- 1"T6.73MJ 7-3/4 [157] 2-02-23 24-4" [7.42M] 25'-l" (7.95M] 26'-9" [5.1 27'-7" [8.41M] 8-1/87 [206) 26'-7' [8.10M) 28'-3" (&61M] 29-U" [6.54M] 29'-lU" [9.c9v.] LUMINAIRE ARM DESIGNATION CA-4 - CA-8 N/A CONCRETE TO SE 6,000 PSI COMPRESSION MINIMUM IN ^48 DAYS. MANUFACTURED TO ASTM C 1086-58. BASEFLATE ASTM A-36 FULLY FRESTRESSED WITH (4) 5/16" DIA. 181 A-416 WIRES. DIMS IN BRACKETS ARE MILLIMETERS UNLESS NOTED OTHERWISE. DU rri IC 2C217-25 POLES W/CA ALUM ARMS 1M31 Il13 3.'T J. 'CI O UO .1aY' .W/I i' lT DRAWN: 0.0. 8/96 SCALE DWG. NO. IREV CHKD N I SK0801961 COOI] . (ISS -- TCL 9LS 68 'VYd L:oT TO/LO/TT PRODUCT ID xxxx With Cutoff Optics LIGHT PE IGNITOR WATrAGE SOURCE I x VOLTAGE BALLAST TYPE FUNCTION MOUNTING x x x 10=100 L.HP ?0/208/ Sea Ballast I Non 15= 150 fl1er1InL.1abIe FEJLa PE Plug-In! (SW) C r Mor 240/277 =Autara% Recap 17__ii5 +.cil . ti"oI I1om2 ai tack 2 = iuo-in1 LENS TYPE x IES DISTRI- BUTION TYPE x x x FILTER x A=Acrylic l I 5 = Fiber Clear See gasket Blobs Photo metric 2= char- (250 w.tl [a SaIction coal With Table alas- toner gasket Gloss Globe L =Palyear- bonato Clear Globe 1250 wilt MiIrum) rofl] Ittlype I lower voltage -Grounded • Thdcm.r5 of Oen.v1 €ir Compa v - Socket Shell Tidimr IOonorI EIoe Company - Olga aubjeetfpchqpg. notice babPaclai Type Iii 7cSpoclal Type II OPTIThS xxx .ucing (Not avei able with muSt volt or dial vain gel I -LIve Prcuctcr. Expulsion T'pu; 4 -SL hsble for iovaro vibr Won apt) 3 0's. Ballost not mat flted an Powr/ Door mac ale List Id Bla;s Lan and GO 1k aelt 20 & 200 Lamp not 12 12U j4j 1 iTrr'( has 24 -250/ included 2 208 trols Recep- and 400 - - 3= 240 Autoreg 25-250 271 C :Merc-Reg connected 31 am 480 G Mag.9eg s5flle voltage as 40 2 400 7 120X240 with Qrounded Unit excapt NOTE: Dual 9 240V Socket Shall as noted. wattage connected Ballast PE =HPF Reactor Order PE Control for lower Recap- at Lag separately. wattage lade not X =Hat Restart recon- NOTE: K nectabla only has - p =347 ballast in F =120X347 top housing TnO L -Super Law Loss W lift Autoreg 6=22O M=Mag'Reg R=230 N=NPF Reactor Y=240 for or lag P .CWI with INOTE Dual volt000 u',Q1( bALLS -, ESD KEARNY MESA 1002 M411A POWRIDOOR' LUMINAIRE WITH CUTOFF OPTICS POWTIMOduIO ballast assembly Filtered optics Universal two-bolt slipfittar Standardized reflector Dead beck tunnel type FRP terminal board Metal bird guard - no guard needed for 2-in, pipe Ole-cast aluminum housing with electrocoat gray paint finish Adjustable mogul base socket (house side) -E3S standard ALGLASO finish on reflector No-tool PE receptacle Plug..in igniter available External paddle typo stainless steel bail latch UL Listed unit available - Son Options UL Listed to Canadian National Standards and Codes unit avail- able — contact factory Standard construction is Il'55 System 2' Ri-Level Controls available W ..... Tlurtle-triendlylurninolre lable for coastal nsdng Magnapacic packaging available —Sea Technical Section areas. Contact factory. ORDERING NUMBER LOGIC MDCL 20 S 0 A 2 2 F MC3 I V00 0 cIS3 2. 9L 859 XVd L501 TO/LO/T T PHOTOMETRIC SELECTION TABLE CLEAR REFRACTORS. All llqht sources are clear, - LES Distribution Type Photometric Curve Number 35-45xxxx Light Fist Glass SAO Glass Globe Potycarbonata M?2--l-M-C3 MCI &2 92 1 M3 Wsttsje Source 150 (55V) HPS - 0380 0397 N/A N/A N/A 0547 0546 C/F 200.400 HPS 1001 1002 N/A 0101 0102 1003 1004 C/F 175 & 250 MH 0343 0342 N/A N/A N/A 0544 0545 C/F 400 5 MH N/A 0484 0281 N/A N/A 0290 N/A c/c 400 G Meic N/A N/A N/A N/A N/A 0375 0316 C/F 400( Coated Mrc N/A N/A N/A 0282 C/F N/A N/A C/F N/Afl Not AvaIlable C/F- Contact Factory*Tubular Ucnp ADJUSTABLE P014 1 112 In. j mmITO2 In. I51mm) PIPE (31 Mill (4mJ fr Till) Re9Iap4 Trademarb at Q,nuI EIelNC Company O.ta "jOLt to th..g. ..#thc.,t notico E3L M-400A POWRIDOOR5 LUMINAIRE WITH CUTOFF OPTICS '1ktiMi1'K (l1207 SAG GLASS GLOBE 515,12 in. (384) 31.81 IrL 15.12 In, T_CIII 8.04 ,. t (Z30nim) [Approximate Net Weight: - 33-38 lbs (15-18 kg;) Effective Prb(eced Area: 1.111q ft max (0.1 sl M jSuggested .4ountng Helgha 20-0ft to- 15M) See Page 324 for Accessories See Page 328 for Explanation of Options and Other Terms Used See Page 332 for Fole Selection BALLAST SELECTION TABLE _I - Ballast Type/Voltage 60Hz -: SOFIa Wattage Light Source Multi- volt 120 — 208 240 — 217 480 ilox 240 347. 12OX347 fiio PE FI 22 230 220 !aO 240 190 (35V) Pf?S Ill 6H$.M4 axim QXX oiM øM 8lIs* 116)(1111111A UM NIA N/A tWA VA N/A 233 MPS A.M.P AJ$)1JI? &R.!Aqj4,P A,GjiJarg? ACM? L8Ml AAXY WA I AJI,Mh N/A H N/A VA N/A lIPS AM,P A.CH.LUI 4.CjIJ..MJI? A.LII,tJIpi,P A$,LM? AI$P LAId? A$? A.BJIU$ *2 H AH,M$ I M 2501Ia3 30 tIPS lIPS A,! AM *2 A.C.M A! A.6,11,11111.11 A! A.aJI.MJI AS AS,M A.! AGM P11* A,11 N/A lIlA tN/A A.4$.LII N/A N/A Pt/A II N/A N/A /A VA WA N/A WPI A iM UAI$ ABJJ j80iIM* NAIl L. AilId.! tJ AJj 10.100,150 NH NJ 11,1111 NJ V NO N/A N/A N/A TN/A N/A N/A N/A WA N/A 175 NIl A A A A A a A A IA N/A N/A N/A WA N/A 250 MIt A IN)l A A A A A A A (A A I N/A IN/A H/A WA N/A 100 NH A A,? A.? 4? - Al I A? EL...... L._. IA A N/A 1L. A 100 - Nrc C A,Cit LA AWl - 4j11j11 I LA C N/A U.1111,11 N/A N/A A N/AN NOTE: N/A= NotAvailable I3 *TCL 9LS SISS )Vd L:OT TO/LO/T T - ucuNrOR SALES - ES !!RNY MESA 004 GUIDE FORM SPECIFICATIONS M-400A POWRIDOOR0 LUMINAIRE WITH CUTOFF OPT/CS M DESCRIPTIC The complete luniiriaire designated - - (iden) shall be a G1 M400A 1OWRJDOOlt WiTH CUTOEF Ol'TICS road-way luminaire. ordering number Mt)CLX%XXXXXXXXXX. or approved equal, to operate one - (spefy (ISO (55V). 200. 250.910 or 4001 watt high prsure MX1lUm (1-(YS1 or 50. 100. 150, 175, 250 or 400 watt metal halide or 400 watt mer- cury) lamp from a nonunal - (sec(J5 120. 2013. 220. 230, 240, 277, 547 or 480) volt, 60 Hz or (220, 230 or 240) volt, 50 1-12 power source and shall he capable of starting and opetat-ing the specified lamp within the limits specified by the lamp manufacturer-The lumlnaire shall contain a completely prewired Integral ballast and an. optical assembly that shall provide an IES Distribution Type (5pfc2j, according to photometric selection cable). Labeling shall be in aixordance with ANSI standards. Some units may be UI Listed or UL Listed to Canadian National Standards and Codes. Contact facto 'A Standard construction ui Rk'55 fi'1Wi! The lumtnaire shall Include a precision die-cast aluminum top housing, optical door with lens and hinged and removable powr/moduk door. Top housing and doors shall have an electrocciat gray paint finish. The internal sllpfitter shall contain two bolts which do not pass through the housing but tighten from below with pnwr/znodule door in dropped post. don. The one-piece pipe clamp shall be capable of adapting to IX- through 24nch (42 through 60 mm) pipe without rearrangement of clamp or bolts, and shall be adjustable j40 from horizontal. (There shall be an optional prewired no-cool photoelectric control receptacle.) 'there shall be a metal bird guard, shipped installed (not needed for 2-in. pipe mounting) and an external quick-release paddle type stainless steel bail latch on the optical door requir-ing no tools and operable with lineman's gloves. 131iI41 1Mr1j There shall be a PowrfModuie baUast assembly with all ballast components mounted on the die-cast powr/module door (except Hot Restart [RI ballast which shall be mounted in top housing) and easily removable and replaceable through the use of quick dssconoect plugs The ballast shaU be prewired to the lamp socket and dead-back tes-isitrial board, requiring connection of power supply leads to the terminal board only. A plug-in ignitor shall be available and shall be removable without the use of tools. The luminaLre shall contain a standard - (specify) type ballast" In full compliance with lamp-ballast apecifica. ti005 available to the fixture manufacturer from the lamp manufacturers at the time of fixture manufacture. The ballast shall reliably Atart and operate the Lamp in ambient temperatures down to -20°F for mercury and toetal halide or -401 for 1-L?S. The luosinaire and ballast shall be from the same manufac-turer. OPTICAL ASSEMBL The cutoff optical assembly shall include a formed alirninum standardized reflector with a chemIcally-bonded lighiweighi non-breakable AL.GLAS" finish on both the iide an outside surfaces providing corrosion resistance. durability ani ease at cleaning, and a ______ (spefj acrylic clear globe, shallow glass globe, polycarbonatc clear globe.or heat/zeapa( c-reaLs-cant tempered flat glass lens). 'Ihe cutoff optical assembly shall allow no light above 90' with useof flat glass lets (true 90° cuuxff characteristics). The cutoff optical assembly shall have a - (peciJ5' non-wicktng felt gasket which acts as;filter by exclu ling particulate contamination when the Juuiinairc is chscd, or an elastomer gasket), around the edge of the reflector. (With the elastomer gasket there haIl be an activa'.ed char-coal filter to permit passage of air anJd therefore allow for breathing of the lumlnaire during normal off-on hati.ng and cooling cycles filtering out gaaer,us contaminants such as hydrocarbons.) The optical assembly shall contain an adjustable £39 mogul basic socket with superior lamp grippiflg. The socket shall have added insulation, giving it the ability to handle the higher pulse ratings of newer 1-111) systems. 'REFER TO PRODUCE PAGE FOR MLLAST SEIICIIONS FOR MORE DEFINrIJVE INFORMA nON, Ri'ER'(O IALLAST sPECliJCA1lciNS IN 1EC1-1CAL DAIA SECTION a RqI.sirqa Tqd,mvI of Gmnsral Er. .lrIL Coapany Daft iub/.i to tfl&,• stms.,: 'misc. .Iirç .1 cr hi. 900Z US3 STCL 9LS 82 XV.d :oi TO/LO/TT (A Thckiç[ SOO ipe Mounting Easy to install: just plug in and twist. This series is equipped with standard 3-prong NEMA locking-type plug connections. Incorporates K4000 style thcrrnal switch for reliable long lifc performance. Size - 3-3/4" (9.5 cm) high. 3" (7.6 cm.) diameter. Shipping Weight. 314 lb. (.34 kg). K4521 1800 JIXIVA IS 8.3 VA 120 - 3100 17(10 VA 15 8.3 VA 208 K822 3&1C I 2000 VA 15 X.3VA 240 I00 2.100 VA IS 83 VA 277 K.1535 7200 1 4001) VA IS 8.3 VA .180 Not CSA certified. Pole bracket Adapter. Shorting Cap- Model K 122- lOS to 430 volts; Model K4500- 105 to 480 4W 1 for use with K1200. K4500 voltc; replaces I"ng- or LC4500 Series locking-type type photo control to *.. 9 \ controls. 1(121 - recepbcle only. complete circuit. Light Shield for K.10I1I1 5er,e, In 6LV1352 UL773 5Year VWarranty E59 21 C22-S5 KIJOO, K1200 Series C" LR.3806X Relaq Tpc- Picto Controls With ndjustablz Stein or Lochin-Tjpe Mounting This series features "instant ON/OFF switching" in two moundne types. Series KI 100- Equippcd with an adjustable stem for mounting at almost any angle up to 90 degrees. Models equipped with three 6' color coded leads. Series K1200- Easy to install using NEMA twist and lock type plug connection. Models are equipped with 2400 volt open type spark gap arrestor and standard 3-prong connector. Size. K 100 Series. 5.3/4" (14.6 cm.) high, 3" (7.6 cm.) diameter; 1/2"- 14 NPT stern: K1200 Series- 3-3/4" (9.5 err.) high. 3 (7.6 cm.) diamcicr. Activation - I PC "ON"; 3- 10 FC "OFF. Shipping Weight . 3/4 lb. (.34 kg). lure '-a! 11g. iii' c.iul l.eui.c 50/ic! 8i-1:., UL773 c22.2.55 3 Year U0 L CIP Warranty J t E50121 LR38068 flequst Energy .. Controls Spcci1ierGuid for more inturmst'On. L4500 Series Low Cost loc-;e The LC4500 Series providcs low cost reliable control for Street fighting and other applications rcquiring a NE\L-. twist and lock type plug con- nection. Models LC4523 and LC4536 provide for control of dual (208 to 277 volt) loads and multi-volt (120 to 277 volt) loads respectively. An integral housing and lcns, with LV protection, keeps moisture out and ensures long lifc. Models are bucked by a thrcc year warranty.. Aetiyation. .5 FC minimum "ON': IS FC maximum 'OFF'. Size - 2-3/4 (7.0 cm) high, 3" (7.6 cm.) diameter. Color - Translucent with color coded band for voltage identification. Shipping Weight - .2 lb. (.09kg). LC4521 1(1(X) I I00O'-. 120 LC4523*! 1700-2300 t.17(X).23(X)VA 208-277 1C4535" 1000 . 4000Vk 480 LC4536 10110-2300 : 1000-2300 VA 120.277 LC452ILA 1000 IXi"A 120 LC4523LA 1700.2300 1700-2300VA 208-277 LC4835LA 101)) IIXV)V, 480 LC436LA 1000-2300 1000.2300VA 120-277 LA Models equipped with 2411(1 volt open type spark gap altescar Not CS-A certiiied. UL773A E42722 C212-55 CID - LR38068 5 Year Warranty 1(1121 I 1800 1800 I 11)5-130 1( 1122 I 1800 1800 210-240 K1221 1800 1800 VA 105-130 1( 1222 J, 1800 ISOOVA 210-240 UL773 C22.2-177 *Uo L 0 E59121 LR38061 RcqucL E,.r;2 Ccinlrnls Spcci(ici Guide Air rnnrt information. 5 Ycar Warranty 1\JTERIV1ATIc - www.lntermdtic.com L00IJ usa 8TCL 9LS 89 XVA 8oT 10/2.0/TI SiMON WONG ENGINEERING . STRUCTURAL AND BRIDGE ENGNEERS, Submittal Resnonse Form .Prçject IilName: 3551 Poinsettia Lane Widening SWE Project # 600406--Submittal # 13 1 Description: Domestic and Reclaimed Waterlines I Date: 1/9/02 Comments: 1. See attached letter and drawings for comments [1 No Exceptions Taken El Amend and Resubmit El Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, flibrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: V Date:I - 01- 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-.3113 F(858)566-6844 SiMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project Il/Name: 3551 Poinsettia Lane Widening SWE Project 4 600-406 -- Submittal #i1-1 Description: Precast Girders Date: 12/10/01 Comments: 1 The slab width should be 4' 01'- The 2 12" diameter (E 4)tnd 9?' diameter (E 3) sonovoids-shouldbe continuous through the mid span-el-the-slabs. Do not pour a solid intermediate-diaphragm at the mid -span of the slabs. Provide a 3- ½" diameter conduit thfough The soHeveids transversely-fbr the transverse tie cable- The length of slabs 8 3 and S a should be shortened 1' 3-". The slabs should begrn at the abutment centerline and-terminate at the-bent centerline to match the in -field condition. The 3" and 4" diameter utility conduits that run through slabs S 3, S-6, and S 8 should be continuous from end to end- of the slabs. S. See shop drawings for additional markups. 6 Provide a detail for the-method-to-keep the sonovoids from floating-. The contractor shall verify all controlling field dimensions before ordering or fabricating any material. The mix. design reviw will be completed once all-of the necessary information-is receive& Please provide me with a casting schedule so [can coordinate the inspection. No Exceptions Taken D Amend and Resubmit El Make Corrections Noted 0 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of.Ii.is work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date: _________ 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 HERZOG CONTRACTING CORP. P.O. Box 2510 San Diego, CA 92051 To: Simon & Wong 9968 Hlbert St. San Diego, CA 92131 Attn: Mark Plotniklewicz Construction Inspector Shop Drawing Transmittal Form Date: December 07, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Submittal No 011-13 This is an Original This is a Revision of Submittal Submittal No.: 11 Subject of Submittal: Precast Girders Specification Section(s): 303 Plan Sheet Numbers(s): 42 COPIES DATE [NO. DESRPTION - 8 12/0501 0117L-1 Shop drwga for Precut deck slabs - Deck slab layout 6 12105101 01 17L-1 Shop drws for Precast deck slabs - Girder details thru 8 3 Response to "coneutants comments" Contractor's Certification: Check and complete either (A) or (B) below, We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the [ollowrnq deviations: or's Authorized Signature: Thomas T.Beutler, Project Manager Reply to consultant's comment on our shop drawings Reply As explained to you , we have to allow 1/4" production tolence in manufacturing the slabs We would like to maintain 1' diaghram, the reasons are as follow: Due to the congested space at the web area, we will have difficulty to seal up the jointing between sonovoid and 3 1/2" pipe completely, and cause the grout leakage As the sonovoids are made of thin metal , to open the slot holes will weeken the metal and cause deform during the casting of the slabs The additional weight for the concrete diaghragm is only 3001b which should not affect the structure Comment 1 The slab width should be 4-0 2 The 2-12" diameter +1-9" diameter sonovoids should be continous through the mid span of slabs. Do not pour a solid intermediate diaphragm at the midspan of slabs. Provide a 3 1/2 diameter conduit through the sonovoids transversely for the transverse tie cable. 3 The length of slab S-3 and S-8 should be shortened 1-3". The slabs should begin at the abutment centerline and terminate at the bent centerline to match the in-field condition. 4 The 3" and 4" diameter utility conduit that run through slabs S-3,S-6, and S-8 should be continuous from end to end of the slabs 5 The contractor shall verified all controlling field dimensions before ordering or fabricating any material. 6 The mix design review will be completed once all of the necessary information is received. Amended according to your comment Amended according to your comment All the information had been sent to the general contractor Reply to consultant's comment per the telephone conversation on 12/4/01) Comment Reply 1 The 16" x 2" deep block out to provide for both abutment Amended according to your comment and bent cap 2 To provide method for casting the voided slabs As explained to you through the phone, the sonovoid will be secured by the hold down plates from the top of the slabs , the spacing of these hold down plats are at 6' c/c approximate, this will prevent the sonovoid from floating up during the concrete casting. (please see sketch below) The plates will be withdraw before initial set of the concrete. d d, & b ". fo Vo?h s LAS ----- •O LD DD),Ii tLr P... Southern California Division 2020 Goetz Rd. P.O. Box 2020 Perris CA. 92572-2020 (909) 657-6093 (909) 657-5293 Fax To: HERZOG CONTRACTING GROUP! From: Tinh Minh , Thai Mr Tom Beutler Fax: 760-966-0900 P39es; Phone: 760-966-0600 Date: 11/29/01 POINSETTIA LANE OVERHEAD Re: WIDENING - PRECAST VOIDED DECK CC: SLABS We refer to the project inspector's memo date 11/28/01 Attached please find: Aggregate gradations Cement certificate of compliance Fly ash certificate of compliance Concrete break history for the mix design Thank you NOV 29 '01 10:34 1 FIkOM..;HANSON AGUREGATES FAX ND. :99371523. Nov. 29 2UU1 1JbNN 1 ROM mom I Hanson Date: 11-28.01 To: Pomefroy Construction Aft: Thai 909-857-5293 Source: Eagle Valley Sieve Anal sis ( Total Percent PaSSi!!1' Sieve Size 1/2" Crushed Specifications 4> 6D A - - 2.14 - - 1112" too I - - Joo 3/4$ 100.0 100 100 1/2" 98.9 90-100 - 3J8' - 46.2 20-80 - 100 No.3 No.4 1,3 - 0-15 2jI3 - _______-- No.J .6 - 0.5 - l. No. 118 No. 30 No. 50 No. 100 -2- No, -. 200 Remarks: Avg. for November Respectfully Submitted Bernie Palier Technical Service Call # 909 6224340 NOU 29 101 10:34 PAGE.02 1 I I I I 1%II r Job No. 01075-5 STEVE ANALYSIS TEST DATA Production Facility: Fourth Street Rock San Bernardino, California DATE SAMPLED: October 10, 2001 SAMPLED FROM: Off Belt AGGREGATE SIZE: Washed Concrete Sand Sieve Analysis Percent Passing Sample Specification Limits SLeyt W/C Sand ASTM C Caltrans SSPWC 3/811 100 100 100 100 No. 4 98 95 - 100 95 -100 95 -100 No. 8 82 80 -100 65 - 95 75 - 90 No. 16 58 50 - 85 X ± 10 55 - 75 No. 30 31 25- 60 Xj 9 30- 50 No. 50 12 5 - 30 X ± 6 10 - 25 No. 100 9 0 - 10 2 - 12 2 - 10 No. 200 5 0- 5 0 - 8 0- 5 Sand Equivalent 92 N/A 75 75 NO.) 29 '01 10:35 ôr r- & 12 280 0.80 10.0 (1450) 17.0 (2470) 28.0 (4060) 45-375 0.020 50 I Y P E (IC) 25 12 280 0.80 8.0 (1180) 15.0 (2180) 21.0 (3050) 45475 0.020 0.040 50 0.010 0.010 0.048 0.048 1I21/2061 15:4 626-852-625Zi LML rUlL4jN.J .ciJNi CALIFORNIA PORTLAND CEMENT COMPANY 1T. -J L'iThL 5 9550 OAK CREEK ROAD. MOJAVE, CA 530I I TEL (805) 1024-P-401 FX (805) 824.40G Manufacturer's Certification We hereby certify that Mojave Type ItJV Low Alkali cement supplies to you has been manuttctu.ted in accordance with and meets the standard requirements of the current ASTM C 150 specification for TYPE U and TYPE V cement. Additionally, Mojave Type WV cement meets the requirements of Calirans Standard Specifications Sec. 90 paragraph 2.01. Following are the average chemical and physical data for the month of October, 2001: Chemical Analysis TYPE II TYPE V MOJAVE Requirements Requirements TYPE 11/ V Silicon dioxide (8102). min,% 20.0 - 21.57 Aluminum oxide (A1203), max,% 348 FeFerric oxide (Fe2O3), max,% M &. - 3.69 Magnesium oxide (MgO), max,%6.0 6.0 1.84 Sulfur trioxide (SO3), max,% 3.0 2.3 2.80(10) Loss on ignition, max,% 3.0 3.0 Insoluble residue, max,% 0.75 0.75 Alkalies(Na20+0.658K20), max,% 0.60 rr 0.60 Tricalciurn silicate (C3S), % Tricalciurn aluminate (CU), max,% Tetracalcium aluminoferrite (C4AF),% C4AF +2 (C3A, max,% Physical Data Air content of mortar, max,% Normal consistenc,% Passing 45um (no. 325) sieve. % Fineness, specific surface, min,m2/kg Autoclave expansion, max% Compressive Strength, mm. Mpa. (psi 3 days 7 days 28 days (from previous month) Vicat, initial set, min.-max.,minutes C 1038, 14 day max, % expansion C 452, 14 day max, % expansion (4) False Set, final penetration, min.% Caltrans 527-D, max. % expansion Caltrans 527-0, max. % contraction .Apparatus and methods used in this laboratory have been checked by the Cesnent and Concrete Reference Laboratory of the National institute of Slandards and Technology. Major Oxides are ana1l!ed by X-ray Fluorescence Spect'cmelry. Applicable ASTM C 150 Notes Table 1: Note D Thete are cases where optimum 503 (using Test Method C563) for a partielar cement Is close to or In excess of the Unit in this specification. In such cases where properties eta cement can be improved by exceeding the SOS limit stoted in this table, 119 permissible to exceed the values in the table. provided It has been demonstrated by Teal Method C 1C38 that the cement with the increased SOS will net develop expansion in wafer exceeding 0.020% at 14 days When the ularulactucer 3uop1163 cement under this provisicri he shalt upon request, supply aupportin dale to the purchaser. ,Able 1: No Does not apffly wrert re optiOfI.a,u'.'ate resiStance limit is specified ¶.bfe,4: Nfe l"Wkon the uu11atekes14nca is sac'tlipd, it shall be instead of the 11mm of CSA and C4AF2C3A S. Kennedy,. Quality Control Superintendent NO'.) 29 '01 10:35 pnr, nL1 1.98 0.36 0.59 61 3 17 11 6.5 II:V 383 0.00 23.7 (3444) 31.4 (4549) 47.9 (694!t) 116 0.004 0.026 87 0.002 0.043 Phoenix Cement Company Clarkdale, Arizona 86324 FLYASH CERTIFICATION ------------------------------------------------------------------------------ Shipped to: POMEROY CORPORATION ATTN NADER P0 BOX 411 PETALUMA, CA 94953 Material: CLASS F FLYASH Source: Cholla Power Plant Specifications: ASTM C-618-96 Sample/Testing Method: ASTM C-311-96A Lot ID: 1316 Date: 9-25-01 CHEMICAL ANALYSIS: Total: SiO2 + A1203 + Fe2O3 Sulfur Trioxide, S03 Loss on Ignition Available Alkalies as Na2O Moisture Content R Factor 89.53 % 0.19 % 0.23 % 0.58 % 0.06 % 0.37- PHYSICAL DATA: Fineness (+325) Pozzolanic Activity Index 7 day with lime 28 day with cement (% of control) Water requirement Autoclave Expansion or Contraction Uniformity Requirements Specific Gravity (Var from avg) Fineness (Var from avg) Specific Gravity 16.2 % 87.66 % 95.87 % 0.05-% All tests have been made in strict accordance with the current standards of the American Society for Testing and Materials covering the type of flyash specified above. ct Lee Gorby, Quality Control Manager NflU 2q '1 1t:c Project Title: PIER 400 CONTAINER WHARF 11/28/01 Product type: 24" OCT PILES Concrete strength = 6500 psi Date: Sequence Dates Concrete 14 days Concrete 28 days fc Rolling 3 fcl fc2 fc Rolling 3 1 814/01 7317 - 7917 8063 7990 - 2 616101 7690 - 8317 8128 8223 - 3 6/7/01 7641 7549 8372 7911 8142 8118 4 6/11/01 7006 7446 8063 7884 7974 8113 5 6/12/01 7147 7265 8903 6845 8874 8330 6 6113/01 7691 7281 8309 3954 8632 8493 7 6/15/01 8792 7877 9635 9141 9388 8965 8 6/21101 3115 8199 9268 9346 9307 9109 9 6122/01 8264 8390 9340 9563 9452 9382 10 6/25/01 7610 7996 8573 8811 8692 9150 11 6/26/01 7940 7938 8766 8114 8440 8861 12 6/27/01 7952 7834 8969 9285 9127 8753 13 6126/01 7433 7792 7952 8989 8471 8679 14 8/29/01 6427 7954 8444 9320 8882 8827 15 7/2/01 8591 8167 8739 8625 8682 8678 16 7/3/01 7732 8250 8251 8917 8584 8716 .17 7/6/01 7272 7865 7755 7584 7670 6312 18 7/10/01 7704 7569 8318 8147 8233 8162 19 7/12/01 7778 7585 7820 8068 7944 7949 20 7/16/01 7555 7679 6231 8418 8325 8167 21 7/18/01 7363 7565 8269 8389 8329 8199 22 7/20/01 7045 7321 6644 7917 8281 8311 23 7/23/01 6900 7103 7463 7628 7546 8052 24 7/24/01 6600 6848 7720 7211 7466 7764 25 7/25/01 6775 6758 7385 7428 7407 7473 26 7/26/01 6541 6639 7739 7492 7616 7496 27 7/30/01 7001 6772 8267 7743 8005 7676 28 7131/01 6756 6766 7817 7862 7840 7820 29 8/1/01 6581 6779 6839 7644 7242 7695 30 8/6/01 1 6735 1 6691 7634 1 7066 7350 7477 Concrete results at 14 days Average concrete strength at 14 days 7467 psi Standard deviation = 612 Concrete results at 28 days Average concrete strength at 28 days 8270 psi Standard deviation = 616 Min concrete strength for any sample 7241.5 psi >0.85fcu = 5525 ok Min concrete strength for any 3 consecutive 7473 psi> 6500 ok Prepare by: Thai T M NOU 29 '1 1:35 . PflGE.06 1 l/4 PIPE (2) l/2 ST 76 LIFTING LOOP DETAILS ELEVATION NO SQU (TYPICAL FOR ALL SLABS) SLAB NOTES: I 1. CONCRETE: / . HARDROCK 0 150 P.C.F. S CONCRETE STRENGTHS I tci 0 TRANSFER ...............4000 PSI. / . icO 28 DAYS - ..............4000 P.S.I. CONCRETE FINISH: I TOPS TO BE FLOAT FINISH WITH TRANSVERSE COARSE BROOM OTHER TO BE FORM FINISH PRESTRESSING: STRANDS TO BE ASTU A416 1/2 DIAMETER CR270 KSI L0-LAX AREA = 0.153 IN2 /STRAND ,,rBEciN BRIDGE END BRIDGE JACKING FORCE 744 KIPS (75% JACKING) r FINAL FORCE .......... — 520 KIPS 47-4 47'-4r .---47'-4i'l 'I —3 1-3 I BURN ALL STRAND ENDS FLUSH WITH SLAB ENDS OF tE DUCT * CABLEDUCT 0 ~ O A LE DU AND COAT WITH EPDXY PRIOR TO UNIT LOADOUT tOF ORG. GI DF ORG. OF GIRDERS OF ORG. F GIRDERS OF ORG. I I 0 BENT 2 0 BENT 3 I 0 ABUTM T. 4 4. REINFORCING I REINFORCING BARS TO BE ASTM A706 GRADE 60 I I I I I STAGGER SPLICES AS REOD. FOR ALL LONGITUDINAL BARS ADJUST AS REaD. TO CLEAR ALL INTERFERENCES S. SONOVOOVDS SLAB VOIDS TO BE FORMED WITH SONOVOID TUBE MATERIAL _—t'------------—\i — _- -- — ___Ir-S —\\ iAJ 11 _ _ --------4- —\ — — --- — -- -- __ — —— —-— -•- —H - __ __ POINSETTIA (NEW) bo ABUT 1 BENT 2 BENT 3 ABUT 4 PRECAST PRESTRESSED Ob osi' CONCRETE VOIDED DECK SLABS LAYOUT "— PRESTRESSED CONCRETE VOIDED DECK SLABS NO SCALE Li. 12-5-011 REVISED PER COMMENTS JJR 11-5-01 ISSUED FOR APPROVAL JJR DAlt I R(VOJOG & OJ(S ST APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 - PERRIS, CALIF. 92572 POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA PRESTRESSED CONCRETE VOIDED DECK SLAB LAYOUT D(SNED N JJR NOVEMBER 2001 W REV. SO. DRWC. NO. c,€ciccs___. HEKID PR NOTED / 0117L-1 CHEF DAGR. ØJ• No. 0117 SHEET_ OF REINFORCING SCHEDULE SIZE QUANTITY LENGTH SKETCH #4 8 48-4" STRAIGHT #4 114 5-11 3/4" SEE BELOW #4 57 4-6 3/4" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4'-7 1/4" SEE BELOW 12 2-0" SEE BELOW 4 3-8" STRAIGHT 3 5-2" SEE BELOW 16 6-0" SEE BELOW 16'1" '118" 42 I ) 27 3/4 2 12" 12 1- 8. ' 16[ 16 43 1/4" 28 1/4" 60 6" 1 6 12 ALL HOOKS AS SHOWN TO BE STD. 9OR 135°HOOKS "4 1 I ABUTMENT END PLAN 'S"— EXTERIOR P.S. CONCRETE VOIDED DECK NO SCALE ;p TOP BARS 0 6" D.C. LOCATE EA. END - BENT END FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAIL PAIRS LOCATE 0 SLEEVE EA. END LOCATE EA. END TYPE VOIDS SEE & SECTION BARS j'tj(4)-C41 CONT. (2 TOP _____ fT b_i thu uhtthtuttthhi_huhhthut tthithi Lii W.P. W.P Luff SPACING OF #4 TIE SETS - SKEWED TIE SETS LJ SEE DETAIL @ SIMILAR 1/20 STRAND PICKING LOOPS 3—Il 3/4 OF SLAB 1-11 7/8" 1'-11 7 hk$ L OF STRANDS OTTOM BARS 4DO4 & 405 47X ETS ON SKEW EE DETAILS CE 1Y PAIRS 8 SPA. @ 2" 8 SPA. @ 2 = 1-4" 3"3" = 1-4" - SECTION B SCALE: 1/4"1'0' - PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4• 1/4 DRAFT TYPICAL KEYWAY OF SLAB & VOID I-il 7/8' 1-11 7/8' Or g OF VOID VOID 97/8" 1-2" 1-2" WI SETS / — ©O.C. L.0 V S01 CONL - 01 © 6" _c ! 24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS,--,' 47/81 . ADEBOND 18 STRANDS 4-6" FROM EACH END 3/4" X 450 CHAMFER TYP. SECTION C SCALE: BILL OF MATERIALS MARK NO. REOD. DESCRIPTION 1 4'0 X 1-9" LG. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE 2 9'0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22-2 1/2" LG. SONOVOID 1 3 1/20 X 3-8 3/8" LC. METAL FLEX SLEEVE CD 12 3/4"0 FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. IONS VOLUME CUBIC YARDS 1 18.63 9.20 IL!\ 12-5-Oil REVISED PER COMMENTS I JJR I I - -- - I CONTINUOUS KEYWAY -"16" WIDE x 2" DEEP CONTINUOUS KEYWAY " MK(E —4d SEE DETAIL 0 SECTIONS BLOCKOUT©TOP SEE DETAIL © SECTIONS OF EACH END "U BARS METAL FLEX SLEEVE LG. I SLEEVE I PICK I 48'-7' 1-2 I— PAIRS JIi T - SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) NO KEYWAY 0 ABUTMENT END . . -.. - - <= c.'J W.P. MK 4"0 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END 49-1 l/4 48-7 M fl MK(EKI I (12)-INSERTS MI( E-4 MI< - - - - 1. .3 L- N EXTERIOR FACE 4' (4)-12'0 X 22-2 1/2" LG. (2)-1/2" STRAND (SEE SLEEVE LOCATION DIAGRAM) .7/ VOIDS FORMED W/ SONOVOID (2)-9"o X 22-2 1/2" LG. 1-7"— rSLEEVE 1PICKING LOOPS j // FORMING MATERIAL -VOID FORMED WI SONOVOID Jo (4) PLACES I FORMING MATERIAL I . .. / CONTINUOUS KEYWAY / / '- / \___J 7 4-0" - _I _//' DETAIL 0_SECTIO ,," CONT. TRANSVERSE/ TYP ji 1 MARK 0 THIS END MARK MK - 40 X 1 -9" LG METAL FLEX SLEEVE LOCATE BENT END G~D If= CONT. BOTTOM BARS "U" BARS 3 17" X 3-8 3/8" LG. 402 METAL FLEX SLEEVE 54 SPACES 4 TIE SETS 0 10" O.C. MAXIMUM = 45-0" I - I--- iii I I - --- I .- _______________ • -----------------IIIIIIIlItI4 II-----IlIIISiRli I' 17 ----------- ----- (404 SKEWED TIE SETS LUA SEE DETAIL (D SIMILAR WI SETS Na I DAM I RE\0'1S & ISES I BY J APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 I LI PERRIS, CALIF. 92572 0 10" O.C. MAX. 6 3/4"j3 EQ SPCS #4 liE SET PACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTIONê =1-3 7/8, LAYOUT - SKEWED TIES 0 BENT END 2 CLR. CITY OF CARLSBAD. CALIFORNIA EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S—i DESIGNED HEOCED DRAI jji CHECKED— LOAlE NOVEMBER 2001 J SCALE I NOTED J REV. wa DRVr- NO. 0117S-1 DETAIL ("T" 10" 3 EQ SPCS =1-0 5/8' ABUT END SIMIUAR EXCEPTD __________________________________________________________________ SCALE: 1/4"=1'-O' DUU 0*56. +o NO. 0117 I 0'*EETc*' In rtr111iLDCONT. __ Ii II © 6" ____ I III II REVISED PER COMMENTS - -- \ - ISSUED FOR APPROVAL ii No. DATE REMSIONS & MSUES BY APP. TInKl 21 cli ---------------------------- 0 OF _L_i~7 - STRANDS LG~D PAIRS LLO PERRIS, CALIF. 92572 GR. 270 KSI (27Ii ______________________16 ____ 1#4 TIE ET P.O. BOX 2020 CORPORA 76093 CONT GD iOTTOM BARS 8 SPA. @ 2" 8 SPA. @ 2* STRAIGHT PRESTRESS STR POINSETTIA LANE OVERHEAD WIDENING 405 4-6" FROM EACH END N. SEE SECTION V_3 CITY _OF_CARLSBAD.CALIFORNIA ETS ON SKEW SECTION _B SCALE: 1/4"=l'-O" - LAYOUT_- SKEWED TIESBENTEND 2 CLR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-2" EE DETAIL L.LJ SCALE 1/4"=1'-O" - DETAIL ("I\ 10' _3EQSPCS OEC DRAMI JJR _DAlt NOVEMBER 2001 SCAU REV. NO DR NO. =1'-O 5/8'NOTED _0117S-2 SCALE: 1/4 =1 -O ABUT END SIMILIAR EXCEPT — 0II DGR. PRO. NO 0117 SHEET oF 49'-1 1/4' MARK 0 THIS END REINFORCING SCHEDULE 48-7' ___________________ MARK SZE QUANTITY LENGTH SKETCH MX - #4 8 48-4' STRAIGHT MK A (4)-12"0 X 22'-2 1/2" LG. MK E-1 ________ #4 114 5-11 3/4" SEE BELOW VOIDS FORMED W/ SEE BELOW FORMING MATERIAL G NOKEAY 0 ABUTMENT END '-2 /2 STRAND CONfiNUOUS KEYWAY SONOVOID SOVOID r7. LOCATE BENT ENDfl I 60 1 " SEE BELOW 0 (4) PLACES CONT. TRANSVERSE FORMING MATERIAL SEE DETAIL 0 SECTIONS BARS SEE BELOW :iz _ ii I E 12 2'-0" SEE BELOW ' STRAIGHT -bu-:7 - — - - —f I - __ — - .— - — - L-L SLIE _ -A I ::_::: / // . CONTINUOUS KEYWAY / 16" WIDEx2" DEEP CONTINUOUS KEYWAY MK(E-5) SEE DETAIL 0 SECTIONS ME FLEX SLEEVE LG. r_116. 423/4' METAL FLEX SLEEVE PICK 27 12 12 LOCATE ABUT. END 6"— 48'-7' _1'-2"---'- ABUTMENT END PLAN '"-INTERIORP.S.CONCRETEVOIDEDDECKSLABTYPE"(J)" BENTEND 16' 116 431/4' NO SCALE 281/4' 48'-7" FOR REINF. DETAILS SKEWED END(S) 16' 60' SEE DETAIL 6' 1'-'1 6 I2 [ ALL HOOKS AS SHOWN TO _0 VOIDS SEE "PLAN" (3)- PAIRS - BE STD. goR 135H0OKS TOP BARS © 6" O.C. I (4) & SEC110N LOCATE © SLEEVE EA. END / LOCATE EA. END (4)- I CONT. TRANSVERSE BARS'' LOCATE EA. END / /'' CONT. TOP BARS (2 TOP/2 BOT) BILL OF MATERIALS I. I Et - ------------------- MARK NO_REOD DESCRIPTION 1 4"0 X 1-9" LG. METAL FLEX SLEEVE (4) (3)-GE MK E-5 1 4"0 X 1-7" LG. METAL FLEX SLEEVE CONT. BOTTOM BARS "U" BARS 3 172-0 X 3'-8 3/8" LG. LIJ ______ METAL FLEX SLEEVE C—,> (') 2 9"0 X 22'-2 1/2" LG. SONOVOID Lc1-1 c±) /7\ 4 12"0 X 22-2 1/2" LG SONOVOID SPACINGOF#4TIESETS 54 SPACES # TIE SETS 010"D.C. MAXIMUM =45-0" SKEWED 'flE SETS LONGITUDINAL PARTIAL ' r' ThTTmTTrTMAT SECTION A SKEWED TIE SETS () 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE r Lii 1 SEE DETAIL SIMILAR -1 SEE DETAIL 1 SIMILAR - NO SCALE - - LL ] E'13 4 DOUBLE 1/2" STRAND PICKING LOOPS I 3/4 3-113/4 3/L 1. _ TOP & - —(8)-"I SETS S OF gOF LAB SLAB & / BOTTOM TOP BARS 06"D.C.( TABLE OF SLAB REQUIREMENTS 1/2 0 STRAND 1-117/8_1-117/8 I 1-117/8_1-117/8 PICKING LOOPS VOID g OF VOID - SETS / - - - - I MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS LJ.....j 9 7/8 1-2"-1-2"97/8' 0 10" 0.C. -__.JL- 11 4' DRAFT ,7 —\.._,,, - - - - - j , 406 PAIRS (' 14 18.63 9.20 A A TYPICALKEYWAY S \11 ti A,--&.A tAkW4 __ 47'-10 1/2- 47'-4 1/4" MK I 1 (4)-12"0 X 22-2 1/2" LG. . .,-/ VOIDS FORMED w/ SONOVOID ., (2)-1/2" STRAND /' / FORMING MATERIAL MK E-3 SLEEV / PICKING LOOPS / / / (2)-9"o X 22'-2 1/2" LG. I / © (4) PLACES CONTINUOUS KEYWAY / / VOID FORMED W/ SONOVOID 1-7" / _// SEE DETAIL 0 --------- SECTIONS / 3 —I . CONT - TRANSVERSE FORMING MATERIAL /BARS ------------------------------ --------- ------- Fm ---------------------------- - - - - - - - - - - - --- W.P. L - - - - - - - - - - - - - - - - - - - - i L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - k~E ;9 --------------------------------- BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL -O VOIDS SEE "PLAN" (3)- PAIRS - & SECTION LOCATE 0 SLEEVE EA. END CONT. TRANSVERSE BARS LOCATE EA. END Q; il-- - II -, 0(1) - - -t< MK 40 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END NO KEYWAY @ ABUTMENT END E-7 0 \ 16" WIDE x 2" DEEP CONTINUOUS KEYWAY /1 P \CONTINUOUS KEYWAY BLOCKOUT TOP SEE DETAIL © SECTIONS (3)"_l MK:' "4ih" SEE DETAIL © SECTIONS — OF EACH END "U" BARS 3 172'0 X 3'-B 3/8" LG. SLEEVE METAL FLEX SLEEVE I PICK 47-4 1/4" 6"-1 ___ ABUTMENT END PLAN "—INTERIOR P.S. CONCRETE VOIDED DECK TYPE "(__s-p)" NO SCALE 47'-4 1/4" I W.P. : TT 7 TOP BARS © 6" O.C. — / LOCATE EA. END (4)- / CONT. TOP BARS I MARK 0 THIS 1 S-3" S END MK 4"0 X 1 -9" LG METAL FLEX SLEEVE 4 LOCATE BENT END MKt CONT. BOTTOM BARS U" BARS 3 1/2 0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES #4 TIE SETS 0 10" O.C. MAXIMUM = 45'-0- PARTIAL LONGITUDINAL SECTION A NO SCALE — I 3/4" E/,- DRAFT TYPICAL KEYWAY ______ SKEWED TIE SETS [_J SEE DETAIL (g SIMILAR - TOP BARS © 6" O.C. / ____1 I_I_Ii III -- --I •---t -•-li TOP & OF _______ BOTTOM SLAB & VOID I 1,-11 7/8" 1-I1 7/8 OU) - ' L-13i P --- T SETS 1-2" 1-2" 97/8" 0 10" O.C. ---k- - SPACING OF #4 TIE SETS SKEWED TIE SETS LLI] SEE DETAILe SIMILAR 3-11 3/4" 1/20 STRAND PICKING LOOPS 3"P'IC SLEEVE OF SLAB 1'-11 7/8" - 1-11 7/8 A 4"PVC SLEEVE [11.1111 I I 4 OF STRANDS //( KIEIY" PAIRS 4)_GD CONT. IOTTOM BARS 147/8' 0 2 8 SPA. 0 2" = 1-4 3" 3" = 1 -4" 4 _8 SPA. 405 ETS ON SKEW SECTION EE DETAIL SCALE: 21 Mt. I- / 1 4 x 450 - CHAMFER . (24)-1/2"0 CR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION _C ADEBOND 18 STRANDS _ 4-6" FROM EACH END SCALE: 1/4=1'_0"O — — 0) Ofl -- ;; -(4)— CONT. LQ TOP BARS 0> — © 6" 21 98 ll01i' I -_- REINFORCING SCHEDULE MARK SIZE QUAN11IY LENGTH SKETCH #4 8 47-1 1/4" STRAIGHT #4 114 6'-0" SEE BELOW #4 57 4'-7 1/4" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4'-7 3/4" SEE BELOW # 12 2-O" SEE BELOW #4 4 3-8" STRAIGHT # 3 5-2" SEE BELOW #6 16 6-0" SEE BELOW 16"I' '116" 42 2/4" L I 27 3/4" 402 403 12" 12" 16.[ 1 43 1/4- 28 1/4" IS" 60' 6 fl•"fl 6" 12" ALL HOOKS AS SHOWN TO BE SM. 9000R 135°HOOI<S BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION 1 4"0 X 1'-9" LG. METAL FLEX SLEEVE 1 4"0 X 1'-7" LG. METAL FLEX SLEEVE 2 9"0 X 22'-2 1/2" LG. SONOVOID 4 12"o X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 1 3"0 X 47-4 1/4" LG. PVC SLEEVE SETS GED 1 4"0 X 47-4 1/4" LC. PVC SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS PAIRS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS '"Th J C4 ( C L. () 1 18.63 9.20 12-5-01 REViSED PER COMMENTS 11-5-01 JJR / ISSUED FOR APPROVAL JJR DAlE RE'1SPONS k ISJES NY APP. POMEROY CORPORATION --_____, P.O. BOX 2020 (909) 657-6093 [LJ-1 PERRIS, CALIF. 92572 #4 TIE SET 0 10" O.C. MAX. .I CO SPCS 1 SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTiONS =11 1/2" \2" CITY OF CARLSBAD, CALIFORNIA LAYOUT — SKEWED TIES 0 BENT END CLR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-3" DES _-____ OIRA- J.JR EO I"' NOVEMBER 2001 NOTED REV. NO. ORRO. Na 0l17S-3 GNM DETAIL L-. _3 EO SPCS END SIMIUAR EXCEPTD SCALE: 1/ 4"=1'-O" ABUT - CHIEF o. poj. NO. 0117 I SHEET OF ,- 0) 00) e &,,AL-. -AA, 7-d, CONT. (j I TOP BARS - '(8)-©6" ' I ca SEE SECTION e = 12 5/8" LAYOUT _- SKEWED _TIES © BENT ENDS DETAIL 1 SCALE: Zj~,112-5-011 REVISED PER COMMENTS I JJR I - Aolil-5-011 ISSUEDFORAPPROVAL JJR - NO. I DATE I RE',1804S A ISOJES I BY I APP POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 LL-1 PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIALANEOVERHEADWIDENING CITY OF_CARLSBAD._CALIFORNIA "2" CUR. EXTERIOR P.S. CONIC. VOIDED DECK SLAB TYPE "S-4 DE8GD 56*661 ' DATE NOVEMBER 2001 REV. NO CHECKM ORY. NO. - . NOTED CHEF O117S-4 -. • 0117 -SHEET_ ___ CHAMFER TYP. STRANDS 406 PAIRS. I_ :j:I:)./ b N - X 450 CONT. t (24)-1/2"O GR. 270 KSI 3OTTOM BARS 8 SPA © 2 8 SPA. 10 2" STRAIGHT PRESTRESS STRANDS 405 47J =1-4"3"3" _1'4"47/8 ADEBOND 18 STRANDS SECTION E!II SECTION _B _ - 4'6" FROM EACH END SCALE: 1/4"=1'-O" - SETS ON SKEW L.LIIJ SEE DETAILS SCALE: 1/4"=1_O"O (EXTERIOR FACE ELEVATION) MKEiJ L 1N!)-INSERTS MK - CONTINUOUS KEYWAY /2 STRAND 7EE SLEEVE LOCATION DIAGRAM) FORMING MATER SONOV OID Z(211;9;0 SEE DETAIL© SECTIONS rSLE SLEEVE LOCATIONS MK( '1 #4 8 47'-1 1/4" STRAIGHT VOIDS FORMED W/ (NOT TO SCALE) EXTERIOR FACE (4)-12"0 X 21-7 1/8. LG. MX E-1 _______ #4 114 5"-11 3/4'" SEE BELOW j,..,..J S-4 - - MARK SIZE QUANTITY LENGTH SKETCH SEE DETAIL 0 SECTIONS (4)- Vo OREW/ SONOVOID TYP LOcATENTEND 11-8 . METAL FLEX fl! :: 60 47-4 1/4 47-10 1/2" ,JMARK REINFORCING SCHEDULE CONT. TRANSVERSE FORMING MATERIAL l'- 7" - - . - - - - - SEE BELOW 12 SEE BELOW _ O7 4 3:8 STRAIGHT - NUOUSKEYWAY LG BLOCKOUT @ TOP CONTINUOUS KEYWAY 31 X 3'-8 3/8" LG. SEE DETAIL SECTIONS 42_3/4" 4 0 METAL FLEX SLEEVE I 12'" 12" METAL FLEX SLEEVE I PICK 27 2/4" LOCATE ABUT. END 6"- 47"41/4" _1'-2-- BENT END PLAN "-EXTERIORP.S.CONCRETEVOIDEDDECKSLABTYPE"( S-" BENTEND 16* 16" 2 NO SCALE ---------------- 281/4" 47'-41/4" FOR REINF. DETAILS SEE DETAIL 6" 1—•) 6 12 r ALL HOOKS AS SHOWN TO © SKEWED END(S) 16" 60'" - BE STD. 90° OR 1350 HOOKS (8)- 601 VOIDS SEE "PLAN (3)- PAIRS - TOP BARS © 6" D.C. - (4) & SECTION LOCATE © SLEEVE EA. END 7 LOCATE EA. END (4)_) CONT. TRANSVERSE BAR'' NN LOCATE EA. END BILL OF MATERIALS CONT. TOP BARS (2 TOP/2 BOT) ME114- MARK NO. REaD. DESCRIPTION _________________ 2 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/20 x 3'-8 3/8" LG. METAL FLEX SLEEVE \~~(4)-GD (3)- 408 MK - CONT. BOTTOM BARS "U' BARS 3 i7' X 3-8 3/8" LG. 1 kAF'TAI FLEX SLEEVE LIi I 12 3/4"O FERRULE LOOP INSERT, 3 1/4" LONG (7404) LU-I /\ I 402 •'•- ......... SPACING OF#4 TIE SETS 54 SPACES #4 TIE SETS ©10"O.C. MAXIMUM =43-91/4" 2 9"0 X 21-7 1/8" LG. SONOVOID SKEWED TIE SETS 4 12"0 X 21'-7 1/8" LG. SONOVOID SKEWED TIE SETS PARTIALLONGITUDINALSECTION [,JSEE DETAIL SIMILAR 4 DOUBLE 1/2" STRAND PICKING LOOPS LUJ SEE DETAILe SIMILAR NO SCALE 1 3/4- (TOP & - (8)- & SETS 3-113/4" 3/4 1 BOTTOM TABLE OF SLAB REQUIREMENTS O OF F SLAB & VOID SLAB ______ 1-Il7/8"1-11 7/8" L.LJ-1 1/2"0 STRAND 1__117/8"1'-ll7/8" MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS OF OF SETS PICKING LOOPS VOID VOID ",;:)- © 10" O.C. — 97/8"1-2"1-2 PAIRS 1 17.88 8.83 1/4 DRAFT TYPICAL KEYWAY -- 1/20 STRAND PICKING LOOPS UJIS SPACING OF # 7E SETS - SKEWED TIE SETS SEE DETAIL SIMILAR MK 4"0 X 1'-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END OF SLAB 1'-1I 7/8' I-li 7/8 - \ I A-- 6"H BENT END - -- -L CONTINUOUSKEYWAY BL = KEYWAY 0 16" WIDE x 2" DEEP TE,DTOP SEE DETAIL 0 SECTIONS U"BARS I-3" MK(-E- 3'-8 3/8" LG. SEE DETAIL @ SECTIONS OF EACH METAL FLEX SLEEVE I .. I TOP BARS © 6" D.C. 7 LOCATE EA. END (4)- ~-TTOP BARS CONT. BOTTOM BARS PLAN- INTERIOR P.S. CONCRETE VOIDED DECK NO SCALE 47'-4 1 /4" PARTIAL LONGITUDINAL SECTION A NO SCALE - 13/4- t H114. DRAFT TYPICAL KEYWAY 54 SPACES TOP & OF ______ BOTTOM SLAB & VOID I- 1-11 7/8' 1-11 7/8" Uji VOID VOID SETS 97/8' 1-2" 1-2" 97/8' - 0 10" D.C. ..--- - - MK( 'U' BARS 3 1/~2O X 3'-8 3/8" LG. METAL FLEX SLEEVE 4 TIE SETS © 10" D.C. MAXIMUM = 43'-9 1/4" 6IICK BENT END FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAIL ••"-iO VOIDS SEE "PLAN" (3)- PAIRS - - (4) & SECTiON C LOCATE 0 SLEEVE EA. END CONT. TRANSVERSE BARS LOCATE EA. END P. 47'-4 1/4" 404 405 SKEWED TIE SETS [jJ SEE DETAIL SIMILAR TOP BARS 0 6" D.C. / LJ SETS PAIRS -t OF STRANDS T. DTTOM BARS - 4 7/8" 405 ETS ON SKEW EE DETAILS -1 2 VfU /4" X 450 - CHAMFER TW. I (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION C 8 ADEBOND 18 STRANDS ______ 4-6" FROM EACH END SCALE: 1/4=1_O"O '•""' L LJL_..LL H J O 10" O.C. MAX. 1 2 SPCS 16 /i 3 EQ SPCS SEE SECTION e = 12 5/8" =1-3 7/8' LAYOUT - SKEWED TIES 0 BENT ENDS DETAIL 1 SCALE: 1/4"=1'-O" - 4.(4)CONl H I TOPLS 0>- 0 6" ---k 2 .rl I 121~ A "ot 0 ~ 0 — CEY PAIRS 8 SPA. © 2" = 1-4" 3"3" 8 SPA. @ 2" = 1'-4" 4 SECTION SCALE: 1/4"=1'-O" 47-10 1/2' 47'-4 1/4" CONTINUOUS KEYWAY MK (4)-12"0 X 21'-7 1/8" LG. MK~~A SEE DETAIL © SECTIONS ±1 FORMING MATERIAL (2)-1/2" STRAND @ (4) PLACES / SEE DETAIL SECTI ONS / VOIDS FORMED W/ SONOVOID MK V (2)-9"o X 21-7 1/8" LG. PICKING LOOPS (4)-IZ VOID FORMED w/ SONOVOID CONTINUOUS KEYWAY C F —I ONT. TRANSVERSE FORMING MATERIAL I 'I'P ,IBARS . k - - - - 0 En SI MARK 0 THIS END MK 4"0 X 1 -9" LG METAL FLEX SLEEVE LOCATE BENT END I REINFORCING SCHEDULE MARK SIZE OLIANTITY LENGTH SKETCH #4 8 47-1 1/4' STRAIGHT #4 114 5-11 3/4" SEE BELOW #4 57 4-6 3/4" SEE BELOW ________ #4 12 6-0 1/4" SEE BELOW #4 6 4-7 1/4" SEE BELOW #4 12 2-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6'-0" SEE BELOW 42 3/4" 27 3/4" 16[' 116 28 1/4" 6" 116" 12"1 60" BILL OF MATERIALS MARK NO. REaD. DESCRIPTION 2 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE CD 2 9"0 X 21-7 1/8" LG. SONOVOID CD 4 12"0 X 21'-7 1/8" LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS GED 7 17.88 8.83 43 1/4" 8" ALL HOOKS AS SHOWN TO BE STD. 9OR 135°HODKS L.. ....j 0v) I!-\ 02-5-011 REVISED PER COMMENTS JJR &111-5-011 ISSUED FOR APPROVAL JJR NO. I DAlE I R'CID0S & ISOJES BY APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 [j1 PERRIS. CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA "2" CUR. I INTP.PTflP P R (flNC VOTflFF IiPrTC qT.AR TVPP "C:-c" DESIGNM D#AVI JJR NOVEMBER 2001 1 SCAU REV. NO DRN NO. CHECKIED c*aED C_____ EN. I NOTED /? CI 17S-5 :1417 (NOR. pL NO. 0117 SBIEET___OF___•_______ CONTINUOUS KEYWAY SEE DETAIL @ SECTIONS 47-10 1/2" 1MARK 0 THIS END 47-4 1/4" MKKJ MK --- - PICKING LOOPS VOIDS FORMED W/ SONOVOID MK 4'0 X 1 -9" LG. (4)-12"o X 21-7 1/8 LG. 1/_••• MK •i - - (2)-1/2-' STRAND FORMING MATERIAL rSLEE~/ 0(4) PLACES /SEE DETAIL 0 SECTIONS BARS yzv (2)-9"o x 21"-7 1/8" LG. METAL FLEX SLEEVE (4)- VOID FORMED W/ SONOVOID •_ - LOCATE BENT END CONTINUOUS KEYWAY CONT. TRANSVERS FORMING MATERIAL I E EEEEEEEEEEEEEEEEEEE" :EEitEEE ----------------------------- WP -( - ::::--:: WIDE ----------------- x 2" DEEP 7ON7NUOUS KEYWAY /4' SEE DETAIL *SECTIONS OF EACH END "Ll" BARS MK 4"0 X 1-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END r:::::::\ L-----------------------f---------..J j : I 7 1 k;\CONTINUOUS KEYWAY _J 13 """- MK E-5 r' SEE DETAIL 0 SECTIONS 3 172-0 X 3'-8 3/8" LG. SLEEVE METAL FLEX SLEEVE PICK I I I" .)11 ./•t OF SLAB I•-11 7/8" 1'-ll 7/8" \\ 4'PVC SLEEVE A 1/20 STRAND PICKING LOOPS 3'PVC : In R - b o C'4 OF STRANDS STRANDS' IOTTOM BARS 47 ETS ON SKEW EE DETAILS ol N K_iY PAIRS 8 SPA. 0 2" 8 SPA. 0 2" = 1'-4" 3"3" = 1-4" - SECTION SCALE: 1/4"=1'-O" PARTIAL LONGITUDINAL SECTION A NO SCALE - 1 3/4" 1JH1!4 DRAFT TYPICAL KEYWAY / 21 U X 45° CHAMFER TW. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION 8 ADEBOND 18 STRANDS ___ 4-6" FROM EACH END SCALE: 1/4"=1'-O" - OF SLAB & VOID - 1-11 7/8" 1-11 7/8" OF OF VOID VOID 97/8" 1-2" 1'-2" 9 7/8" LJ SETS @1O"O.C. - I ON CONT. Lo I I TOP BARS 0> - 601 0 6" 6 —I BENT END PLAN "- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "S-6>" NO SCALE BENT END FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAILS REINFORCING SCHEDULE MARK SIZE QUANTITY LENGTH SKETCH #4 8 47'-1 1/4" STRAIGHT #4 114 5-11 3/4" SEE BELOW #4 57 4'-6 3/4" SEE BELOW #4 12 6"-0 1/4" SEE BELOW #4 6 4'-7 1/4" SEE BELOW #4 12 2-0" SEE BELOW #4 4 3"-8" STRAIGHT #4 3 5-2" SEE BELOW K:D #6 16 6-0" SEE BELOW 16, 16. L I 42 3/4" 2 27 3/4"• 12" 12" 16.[' 1116. 431/4- 8. I 28 1/4" 6" F 16* 6" 12" F 60" ALL HOOKS AS SHOWNTO BE S. 90°OR 1350 HOOKS W.P. !_---------- SPACING OF #4 TIE SETS J SKEWED TIE SETS LLJ SEE DETAILe SIMILAR BILL OF MATERIALS MARK NO. REOD. DESCRIPTION 2 40 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 1 30 X 47-4 1/4" LG. PVC SLEEVE I KII I 1 1 40 X 47-4 1/4" LG. PVC SLEEVE I ____ SKEWED TIE SETS I __ [jJ] SEE DETAIL 1 SIMILAR - TOP & BOTTOM- TOP BARS © 6" 0. C. / I- -::.--=_ -- it I LU_I SETS PAIRS r co 2 90 x 21-7 1/8 LG. SONOVOID 4 12"0 X 21-7 1/8" LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WE TONS VOLUME CUBIC YARDS 1788 883 12-5-01 REVISED PER COMMENTS JJR 11-5-01 ISSUED FOR APPROVAL JJR 0A1t RE04S A ISSUES BY APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 0 10" 0.C. MAX. 2 SPCS 6 3/4 TIE SET L~#4 LU-I 3 EQ SPCS J SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION = 12 5/8" LAYOUT - SKEWED TIES 0 BENT ENDS DETAIL SCALE: 1/71-O" =1-3 7/8" 2" CLR. CITY OF CARLSBAD. CALIFORNIA INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "5-6" 0E0QD DRAJ.JR TE NOVEMBER 2001 NOTED 0175-6 . 01 (NCR. PROJ. N 0117 SII1 oF ;ETS ON SKE ;EE DETAILS L_- SCALE: 1/ L_Lt4 j 0 OF l STRANDS ()PAIRS CONT. E 7/r OTTOM BARS SPA. 0 2" 8 SPA. 0 2" = 1-4" 3"Y = 1'-4" 4 J r SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) k ED " < c't ii 0(1) - - - -_ cli -I %o -, 4"0 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END a404 SPACING OF #4 TIE SETS SKEWED TIE SETS [_]SEE DETAILe SIMILAR 3-11 3/4" OF SLAB 1/2"o STRAND I-li 7/8' I-il 7/8" PICKING LOOPS N NO KEYWAY 0 ABUTMENT END IN w.P. II ABUTMENT END 49'-1 1/4"' MARK 0 THIS END 48-7" I MARK n -'-6" E-1 MK(!Th I MK3 M _. - - - - I - - - ,__ 1.1 J _ (12)-INSERTS ,-7 (4)-12"0 X 22'-2 1/2" LG. / MK " 1 -2 r (2)-1/2" STRAND S ON EXTERIOR FACE /'/ VOIDS FORMED W/ SONOVOID SLEEVE PICKINGLOOPS (SEE INSERT LOCATION DIAGRAM) ,,/ FORMING MATERIAL v 0 (4) PLACES 1/2" LG- 1-7' METAL FLEX SLEEVE CONTINUOUS KEYWAY SONOVOID SEE DETAIL 0 SECTIONS CONT TRANSVERSE FORMING MATERIAL . I r 0 406 __ __ _ ___ ___ Koi 4-0"_ I " 4 -0" • .. CONTINUOUS KEYWAY It -4-6" iyp CONTINUOUS KEYWAY (3) 408 -1 I-3d." MK E-5 I 3-0 SEE DETAIL 0 SECTIONSl\ SEE DETAIL 0 SECTIONS -U BARS 3 172-0 X 3-8 3/8" LG. I 16" WIDE x 2 DEEP METAL FLEX SLEEVE I SLEEVE I BLOCKOUT 0 TOP PICK I H1 - OF EACH END I i'_",l"—_ - I i: ; : : : : i:: : i: : : : : : : : : :-?: : : F:: E'h1: ::f: : : : T : :: :t: : :tf: VOIDS SEE (4) & SEC110N TOP BARS 0 6" O.C. LOCATE EA. END NT. TRANSVERSE BAR CONT. TOP BARS (2 TOP/2 BOT) 'S \ PLAN - INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-7)" NO SCALE 48'-7 (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS 4-6" FROM EACH END CONT. TOP BARS - 0 6" •IT1I— - - PARTIAL LONGITUDINAL SECTION A NO SCALE - I 3/4' 3/ r 41 DRAFT TYPICAL KEYWAY MK CONT. BOTTOM BARS U BARS 3 1720 X 3'-8 3/8" LG. LIFTAI FLEX ci FVF 402 '• 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45-0" OF SLAB & VOID 1-11 7/8" 1-11 7/8" OF 9OF VOID Vol 1-2" 9 zi el .i-.A,— 1,~AA k A Z—A SECTION SCALE: 1/4"=1'-O" JJR :DF::RA:TS NO. DATE RCMOCIAS&OOJES NY APP. iN - X 450 POMEROY CORPORATION - P.O. BOX 2020 (909) 657-6093 CHAMFER TYP. I PERRIS, CALIF. 92572 010- O.C. MAX. I " 3 ED SPCS #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION e I =1-3 7/8" \,,, CITY OF CARLSBAIk CALIFORNIA LAYOUT - SKEWED TIES © BENT END 2 CLR. EXTERIOR P.S. CONC, VOIDED DECK SLAB TYPE "S-7" oc DRAV1SLflDATE NOVEMBER 2001 SCALE / 0117S-7 DETAIL (i LTD. o - PR. ENGR.NOTED SCALE: 1/4"=1'-O'\.Y ABUT END SIMILIAR EXCEPT DI .._______________________________ - PROJ. NO. 0117 SAT_ LJ SETS _010"O.C. - m - - pmb I iiil TOP & BOTTOM - III- -I - III— - -Ill--- - -III----- - -III-- I- - HF11l- 1W • -III- BENT END —j FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAILe (3)-( PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END SKEWED TIE SETS t_L:LJ SEE DETAIL e SIMILAR - TOP BARS 0 6 O.C. ------------------ LH L1 SETS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS PAIRS 18.63 9.20 L. 0(1) BILL OF MATERIALS MARK NO. REaD. DESCRIPTION 1 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 40 X 1'-7" LG. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 12 3/4"O FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS SIZE QUANTITY LENGTH SKETCH #4 - 8 48'-4" STRAIGHT #4 - 114 5-11 3/4" SEE BELOW #4 - 57 4'-6 3/4' SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4-7 1/4" SEE BELOW #4 12 2-0" SEE BELOW - #4 4 3'-8 STRAIGHT - #4 3 5-2" SEE BELOW #6 16 6'-O" SEE BELOW 16fl 42 3/4" I 1 27 3/4' G~D 12' 12" 16L 16 28 1/4" GD 16" 6" (fl 6" 12" ( 60" ALL HOOKS AS SHOWN TO CD BE SM. 90°OR 135°HOOKS REINFORCING SCHEDULE CONT. LI_I. TOP BARS 0> Li (4)-GD LQ j © 6" C.G.S. 47--10 1/2 MARK 0 THIS END 47'-4 1/4 1 REINFORCING SCHEDULE MARK SIZE QUANTITY LENGTH SKETCH #4 8 47-1 1/4 STRAIGHT A (4)-12'0 X 22'-2 1/2 LG. - - - - - - - #4 114 6'-O SEE BELOW 0 ABUTMENT END (2)-1/2-- STRAND FORMING MATERIAL PICKING LOOPS (4) -9-0 X 22'-2 1/2- LG. METAL FLEX SLEEVE 0 (4) PLACES CONTINUOUS KEYWAY VOID FORMED W1 SONOVOID LOCATE BENT END #4 12 6'-0 1/4" SEE BELOW CONT. TRANSVERSE FORMING MATERIAL SEE DETAIL 0 SECTIONS BARS #4 6 4'- 7 3/4" SEE BELOW _ _ I r _ _ MKi fl_____ 2 SEE BELOW - - ----------to- - -.7-- - __ W.P. I :: : SEE BELOW STRAIGHT E 13 I #6 16 6-0 SEE BELOW --J L ------------------L----------' I I ___ __ ______ • - f I / WIDE WIDE x - \ IKEYWAY CON11NUOUS KEYWAY 16" 16" 42 3/4 MK -BLOCKOUT 0 TOP SEE DETAIL DEEP DEE S1NS 31X 3'-8 3/8 LG. SLEEVt SEE DETAIL @ SECTIONS 27 3/4" METAL FLEX SLEEVE 1 LIS.-t OF ABUTMENT END 1-7 METAL FLEX SLEEVE PICK LOCATE ABUT. END 1'-2'--- I— 15" 15 1/4" j J 16 ir 1/4" ABUTMENT END PLAN '"'- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(-8)" BENT END ) 281/4" NO SCALE — — - — — ____ — — - — - I 16" 60 47-4 1/4" FOR REINF. DETAILS 8" 6 12"[ ALL HOOKS AS SHOWN TO © SKEWED END(S) BE SM. 9OR 135°HOOKS SEE DETAIL 406 601 (8)-( -01- VOIDS SEE "PLAN" (3)- PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END CON OP BARS TT6 TRANSVERSE BARS P \ LOCATE EA. END BILL OF MATERIALS 1 MARK NO. REaD. DESCRIPTION — - — - LI --I 1 40 X 1-9" LG. METAL FLEX SLEEVE MK E-5 I I 1 4"0 X 1'-7" LG. METAL FLEX SLEEVE CONT. BOTTOM BARS "U" BARS 402 METAL FLEX SLEEVE LG. 2 9"0 X 22-2 1/2" LG. SONOVOID 4 120 X 22-2 1/2" LG. SONOVOID SPACING OF #4 TIE SETS 54 SPACES #4 TIE SETS -@ 10" O.C. MAXIMUM = 45-0" 1 3 1/2"ø X 3'-S 3/8" LG. METAL FLEX SLEEVE SKEWED TIE SETS SKEWED TIE SETS _______ ______ SEE DETAILS SIMILAR NO SCALE PARTIAL LONGITUDINAL SECTION A [JSEE DETAILS SIMILAR r 1 4"0 X 474 1/4' LG. PVC SLEEVE 1 3/4 fi 3-11 3/4" 3/jfI TOP & - (8)-i & SETS 'OF BOTTOM- TOP BARS © 6" O.C. / ( E-13) 1 30 X 47'-4 1/4" LG. PVC SLEEVE SLAB SLAB & VOID LIJ PICKING LOOPS OF D 1/2"0 STRAND - 'u 7/8" 1-11 7/8" ? - 111'- 7/8* Vol f% SETS /rI I JHDRAFT 97/8" 1-2" 1'-2" 9 7/8" © 10" O.C. -iEitLitii-i \\ PAIRS TABLE OF SLAB REQUIREMENTS SLEEVE cpvc a TYPICAL KEYWAY MARK MAKE r APPRox:. TONS VOLUME CUBIC YARDS SLEEVE 1 18.63 9.20 STRANDS / PAI\I - l;7 OF RS _____________________________ _________________ _____________________ _____________________ __________________________________________________________________ I IV I I S S_# I '_ . I S I S..#J S t I I %._ I T T IOTTOM BARS 8 SPA 0 2" 8 SPA. © 2 STRAIGHT PRESTRESS STRANDS/ ! \3/4 X 450 11 '-I CHAMFER TV?. I I I L!J PERRIS, CALIF. 92572 P.O. BOX 2020 (909) 657-6093 4)— CONT. SECTION (24)-1/2"0 CR. 270 KSI ETS ON SKEW DESICNM SEE DETAILS SCALE: 1/41'-O" — ____________________ I #4 TIE SET _________ CITY OF CARLSBAD, CALIFORNIA 405 14 Z187, = 1-4" 33" = 1'4" 4718j LOEBOND 18 STRANDS SECTION (IiII LAYOUT - SKEWED TIES © BENT END _____________ 4'-6 FROM EACH END SCALE: 1/4"1'-O" DETAIL 9 3 ED SPCS DRAIN R DATE N0MBER 2001 SCALE J R. wa O NO. 010" O.C. MAX. /fI 3 EQ SPCS PACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION =11 1/2" 2" CLR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S—B" =10 1/4" ________________________________ a€a NOD 017S-8 SCALE: 1/4"=1'-O" ABUT END SIMIUAR EXCEPT) CHEF oa PRO. Na 0117 I 'Pill II i• •-. - II.....Imp-IIhIi KIM 1 _______________________________________________________________________ I- • ItIi*M4 II. fl! 1 DU ff 1117,11 Ii!!!I1 Date: 4- lo I SIMON WO! Checked By: 9968 Hubert - ,566-3113 F(858)566-6844 STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening I SWE Project # 600-406 1 Submittal #I I tion: Precast Girders Tbate: 11/29/01 Comments: The slab width should be 4'-0". The 2 - 12" diameter (E-4) and 1 - 9" diameter (E-3) sonovoids should be continuous through the mid-span of the slabs. Do not pour a solid intermediate diaphragm at the mid-span of the slabs. Provide a 3 '/2" diameter conduit through the sonovoids transversely for the transverse tie cable. The length of slabs S-3 and S-8 should be shortened 1' - 3". The slabs should begin at the abutment centerline and terminate at the bent centerline to match the in-field condition. The 3" and 4" diameter utility conduits that run through slabs S-3, S-6, and S-8 should be continuous from end to end of the slabs. See shop drawings for additional markups. Provide a detail for the method to keep the sonovoids from floating. The contractor shall verify all controlling field dimensions befbre ordering or fabricating any material. The mix design review will be completed once all of the necessary information is received. El No Exceptions Taken Amend and Resubmit El Make Corrections Noted C] Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. HERZOG CONTRACTING CORP. 0070 P.O. Box2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: November 08, 2001 Project Name: Poinsettia Lane To: Simon & Wong overhead \(Videning 9968 Hibert St. Project No.: 3551 - San Diego, CA 92131 Owner: CftyofCarlsbad 1635 Faraday Ave Attn: Mark Plotnikiewicz Carlsbad, CA 92008 Construction Inspector Submittal No Oil This is an Original This is a Revision of Submittal yg-Submittal No.: N.A. - Subject of Submittal: Precast Girders Specification Section(s): 303 Plan Sheet Numbers(s): 42 OOPIES DATE [NO. I DESRIPTION I 8 11/0501 0117L-1 Shop drwgs for Precast deck slabs - Deck slab layout 8 11/05/01 0117L-1 thru8 Shop drwgs for Precast deck slabs - Girder details a Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations C ractor's Authorized Signature: omas T.Beutler, Project Manager (t /13/0 I V 4F SLAB NOTES: 1. CONCRETE: HAROROCK 0 150 P.C.F. V C 0 TRANSFER ...............4000 P.S.I. icO 28 DAYS ...............4000 P.S.I. 2. CONCRETE FINISH: TOPS TO BE FLOAT FINISH WITH TRANSVERSE COARSE BROOM OTHER TO BE FORM FINISH 3. PRESTRESSING: STRANDS TO BE ASIM A416 1/2 DIAMETER CR270 KSI -LO-LAX- AREA - 0.153 IN2 /STRAND JACKING FORCE.....- 744 RIPS (75E JACKING) FINAL FORCE..........- 520 RIPS NOTE: BURN ALL STRAND ENDS FLUSH WITH SLAB ENDS AND COAT WITH EPDXY PRIOR TO UNIT LOAOOIJT 4. REINFORCING REINFORCING BARS TO BE ASTM A706 GRADE SO STAGGER SPLICES AS REQ'D. FOR ALL LONGITUDINAL BARS ADJUST AS REaD. TO CLEAR ALL INTERFERENCES SONOVOID VOIDS SLAB VOIDS TO BE FORMED WITH SONOVOID TUBE MATERIAL BEGIN BIUDG! - rlEiEEI © LE DUCT ° 0 gOF BRG i\G A13UT OF GIRDERS gOF ORG \0 BENT 2 \CABLE DUCT or GIRDERS or ORG \0 BENT 3 \CABLE DUCT or GIRDERS oF ORG \0 ABUTMT - ------v - - i -------4---- - -\.\_-_-- - ------.\-- --*--- -_ f22. Ul 11 _1__ - ----- --H---------- __ __ - --------(>--\-- ---------(:2>--•\-) ---. - / 1 1 AStir 1 BENT 2 BENT 3 A'r ftW 4 PRECAST PRESTRESSED CONCRETE VOIDED DECK SLABS LAYOUT "— PRESTRESSED CONCRETE VOIDED DECK SLABS NO SCALE - - % PO1NSErrIA LANE (NEW) EcAa '— AT OF 'j. 1 1/4 PIPE (2) 1/2 STRAND I LIFTING LOOP DETAILS ELEVATION NO SC/ViE (TYPICAL FOR ALL SLABS) LO~,111-5-011 ISSUED FOR APPROVAL I JJR NO. DAlE I KMSONS a ISSUES DY APP POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD, CALIFORNIA PRESTRESSED CONCRETE VOIDED DECK SLAB LAYOUT DCSIGNED DRAWN JJR NOVEMBER 2001 SCALE RCA. NO. DRaG. NO. PR. DICR. NOTED 0117L-1 CI4ECKED CHECKED - :HEF ENGR. PROJ. NO. 0117 sr_ or I OF PAIR\ STRANDS r .)- CONT. q 8 SPA. 0 2" 8 SPA. © 2" H )TTOM BARS = 1-4" 3"3" = 1'-4" SECTION TS ON SKEW Jr LI ' SLEEVE LOCATiONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) EE DETAILS L_J,IJ SCALE: 1/ 1/20 STRAND PICKING LOOPS w.P. 'WIg SPACING OF #4 nE SETS MK 40 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END NO KEYWAY @ ABUTMENT END SKEWED TIE SETS LU_IJ SEE DETAILe SIMILAR L -A TILJFF A A. -A -"----- . ABUTMENT END fl MK(Ej, I I (1N2)-INSERTS ..J L O EXTERIOR FACE -22 (2)-1/2" STRAND ç. (SEE SLEEVE LOCATION DIAGRAM) ./ tSLEEVE PICKING LOOPS /© (4) PLACES I .. CONTINUOUS KEYWAY 4-0 SEE DETAIL *SECTIONS — 16" WIDE x 2" DEEP 'CONTINUOUS KEYWAY (3)-KY'(-7 _3'"" MK/\ , BLOCKOUT © TOP SEE DETAIL © SECTIONS - OF ABUTMENT END 'U" BARS A -- LG. SLAB "2-" = P (8)- TOP BARS © 5" O.C. LOCATE EA. END (4)- CONT. TOP BARS PLAN "- EXTERIOR P.S. CONCREI/E VOIDED DECK SLAB TYPE "(s-i)" L(4)- CONT. L..O -s TOP BARS 0> © 6" X 450 E-4 (24)-1/2"0 CR. 270 KSI E-4 CHAMFER 1W. STRAIGHT PRESTRESS STRANDS SECTION /l_ DE8OND 18 STRANDS 4-6" FROM EACH END SCALE: 1/4"l'-O" PARTIAL LONGITUDINAL SECTION A NO SCALE — 3/4' 1/4" DRAFT TYPICAL KEYWAY c.G.S MK( CONT. BOTTOM BARS U BARS 3 1/2 0 X 3'-8 3/8" LG. 402 METAL FLEX SLEEVE 54 SPACES #4 TIE SETS @ 10" O.C. MAXIMUM = 45-0" &-tA ell -A A A-A— / OF 2- SLAB &VOID 1 OF OF VOID & SETS ,,,, - 1-2" - 1-2" © 10" O.C. 48-7" V(Jj J0QQID LL rLL.'S LELVL ( 48-7" Cp.,,tflN"JOI1 NO SCALE 48'-7" 49'-1 1/4 PICK I BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL -O VOIDS SEE "PLAN" (3)- PAIRS - (4) & SECTION C LOCATE © SLEEVE EA. END W.P. LOCATE EA. END ~,,CONT. TRANSVERSE BARS oc MK (4)-12"0 X 22-2 1/2" LG. MK(E-3 VOIDS FORMED W/ SONOVOID (2)-9"0 X 22'-2 1/2 LG. 1-7"-- FORMING MATERIAL c VOID FORMED W/ SONOVOID (4)- FORMING MATERIAL - - - I-' 8--- -- - ii I i!III4 I II— - 1 1 t - 110. UA1 REVISIONS 6 ISSJ(S I By I POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 r__ I WI PERRIS, CALIF. 92572 0 10" O.C. MAX. 6 3 EQ SPCS #4 TIE SET PACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION LAYOUT - SKEWED TIES 1 3 7/8 BENT END L10-__ 2" CLR . CITY OF CARLSBAD. CAliFORNIA EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-l' 0ESQ jDRA%N JJR DATE NOVEMBER 2001 I I NOTED I I R. NO. J L I I I0117S_1 DETAIL =1'-o 5/8" EO cs ABUT END SIMIUAR EXCEPT) ' SCALE: 1/4"=1'-0" 0l DIGN. _________________________________ PRO.A NO. 0117 SHEET (öT'TOP & 404 405 SKEWED TIE SETS LLI SEE DETAIL@ SIMILAR SLE - MK 4"0 X 1-9" LG —fl METAL FLEX SLEEVE LOCATE BENT END W.P. MARK 0 THIS END -S-I- INU0USKEYWAY SEE DETAIL © SECTIONS &G~D SETS PAIRS BILL OF MATERIALS MARK NO. REQ'D. DESCRIPTION 1 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE 2 90 X 22-2 1/2 LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 12 3/40 FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS CET) 1 18.63 9.20 MARK SIZE OUAN11'rY LENGTH SKETCH #4 8 48-3" STRAIGHT #4 114 6'-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW KI #4 12 6'-01/2- SEE BELOW #4 6 4-7 3/4 SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 1 3 5'-2" SEE BELOW #6 16 6'-0" SEE BELOW 18"1 'lis 43 1/4- 28' [ J1 12" 12" 151 16.[' 1 43 3/4- G~D 281/2- 6' 1-"l 6 12'{ 60" ALL HOOKS AS SHOWN 10 () BE STD. 90°OR 135°I-IOOKS REINFORCING SCHEDULE FOR 48-7" MKKJ SL7V (2)-1/22- , STRAND PICKING LOOPS © (4) PLACES CONTINUOUS KEYWAY SEE DETAIL @ SECTIONS 3 _// 16" WIDE x 2" DEEP CONTINUOUS KEYWAY BLOCKOUT © TOP SEE DETAIL © I OF ABUTMENT END SECTIONS - 408 'U' BARS 6"- I- ABUTMENT END PLAN - INTERIOR P.S. CONIC E VOIDED DECK SLAB TYPE "(S-)" NO SCALE 48'-7" TOP BARS © 6" O.C. LOCATE EA. END (4)- CONT. TOP BARS N_Jt 1 0 1 IIlJIl" 1 II 1 0 t_J - - m ox, 1111 JIll!! I111IISigrr MK (4)-12"0 X 22-2 1/2" LG. VOIDS FORMED W/ SONOVOID FORMING MATERIAL MK E-3 (2)-9"0 X 22-2 1/2" LG. (4)- 4C07I> ,' VOID FORMED W/ SONOVOIDFr-7"--- TRANSVERSE FORMING MATERIAL BARS k-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L i 3 172' X 3'-8 3/8" LG. tSLEEVE METAL FLEX SLEEVE I (1 4ONDIQc PICK 48'-7" j 1'-2--- - - BENT END FOR REINF. DETAILS © SKEWED END(S) I SEE DETAILS VOIDS SEE PLAN" (3)- PAIRS LOCATE © SLEEVE EA. END I LOCATE EA. END I I w.P. JT[ MK CONT. BOTTOM BARS U BARS 3 172 X 3-8 3/8" LG. METAL FLEX SLEEVE SPACING OF #4 TIE SETS SKEWED TIE SETS [J SEE DETAILS SIMILAR 1/20 STRAND PICKING LOOPS £ 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45-0" PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4' 1' / OF SLAB & VOID Wi SETS f 1/4' DRAFT @ 10" O.C. TYPICAL KEYWAY 404 405 SKEWED TIE SETS [_J SEE DETAILe SIMILAR TOP & BOTTOM SETS 126 PAIRS NO KEYWAY @ ABUTMENT END MK 40 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END MK 4"0 X 1-9" LG. METAL FLEX SLEEVE LOCATE BENT END °rirrri '4-(4)-1=401 CONT. ii II! i-...ili TOP BARS - F IF II F © ' TA A c.c.s. 49-1 1/4" MARK 0 THIS END REINFORCING SCHEDULE MARK SIZE OUANTITY LENGTH SKETCH #4 8 48-3" STRAIGHT #4 114 6'-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6-0 1/2" SEE BELOW #4 6 4-7 3/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6-0" SEE BELOW 16-Li 18' 43 1/4- 28 1 12" 12" "LF 16-L_i 16 6" <408) 28 16' 6" fl 1 6 ___________ 12 [ 60* ALL HOOKS AS SHOWN TO BE STD. 90°OR 135°HOOKS BILL OF MATERIALS MARK NO. REOD. DESCRIPTION CD 1 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE TD 2 9"0 X 22'-2 1/2" LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE (i3) 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS KIIE51 14 18.63 9.20 E I Cn Sxj -I -- c"J 1_LL -AIL A X 450 (24)-1/2"0 GR. 270 KSI CHAMFER TYP. ___ STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS SECTION 4-6" FROM EACH END SCALE: 1/4"1'-O" - /I11-5-01I ISSUED FOR APPROVAL IJJR I NO. I DATE REM0cNS & ISS Lv APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 LI1i PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIALANEOVERHEADWIDENING CITY _OFCARLSBAD._CALIFORNIA "2" CLR. INTERIORP.S.CONC.VOIDEDDECKSLABTYPE"S-2" DRAIN JJR DATE NOVEMBER 2001 SCALE REV. NO. I ERN NO. NOTED I_/ _O117S-2 SCALE: 1/4"=1 =1-0 5/8" ) ~CF _ENGR. _ -I ABUT END SIMILIAR EXCEPT DdGR. P10.0 NO. 0117 SHEET , OF STRANDX Ig- 8 OF I/PAIRS 4)- CO 8 SPA. 0 2" 8 SPA. © 2" OTTOM ARS 1-4" 3" 3" = ;ETS ON SKEW ' SECTION ;EE DETAILS L--L-4--J SCALE: 1/ 0 10" O.C. MAX. SEE SECTION LAYOUT _- SKEWED TIES @_ BENT END flPPATT MK9j: CONT. BOTTOM BARS U" BARS 3 1 2 0 X 3-8 3/8" LG. METAL FLEX SLEEVE 403 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45'-0- 404 405 SKEWED TIE SETS SEE DETAIL(D SIMILAR C401 )TOP & SETS - - ----- I - 6--- IlUi!!'t% - I I - -- - - I II IuI!UllUIRI IIIIh1 I - __ UI I I IIUII* PAIRS L< Ott) —1 PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4" 1/4" DRAFT TYPICAL KEYWAY OF SLAB & VOID p.g OF goF MI SETS ft VOID VOIDb 1-2" © 10' O.C. il CONT. TOP BARS 0> - bll- MKKJt PICKING LOOPS 0 (4) PLACES CONTINUOUS KEYWAY EE DETAIL 0 SECTIONS 3j h 16" WIDE x 2" DEEP CONTINUOUS KEYWAY R ,l_ BLOCKOUT © TOP SEE DETAIL © SECTIONS (3) 408 4-11-4 I OF ABUTMENT END "U" BARS NO KEYWAY @ ABUTMENT END o J [J1T.frJ w.P. MK 40 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END 1-j----- ABUTMENT END PLAN '"— INTERIOR P.S. CON SPACING OF #4 TIE SETS SKEWED TIE SETS SEE DETAILS SIMILAR 4 SLAB Z K 4"PVC SLEEVES A -- 1/2"0 STRAND PICKING LOOPS 3"PVC SEE DETAILS L_.-)SCALE: 1/ 0 OF STRANDS PAIRS 307-TOM BARS 8 SPA. 0 2" 8 SPA. 0 2" SECTION SETS ON SKEW ' f- I IJSIITI --- — C _ P.O. BOX 2020 (909) 657-6093 I LLJ-J PERRIS, CALIF. 92572 6 3/4j3EQSPCS I #4 TIE SET @10"0.C. MAX. _SPACING POINSETTIALANE OVERHEADWIDENING SEE SECTION =1'-3 7/8" N CITY _OFCARLSBAD.CALIFORNIA LAYOUT -SKEWED TIES ® BENT END 2" CUR. INTERIORP.S. CONC. VOIDED DECK SLAB -TYPE "S-3" 10"I_EQSPCS J DRAVR JJR _ DATE NOVEMBER 2001 SCAtE NOTED REV. NO. NO. Q117S- 3 DETAIL © _=1-0 5/8"D€ED (_o . _ IDRVr- SCALE: 1/4=1-0" ABUT END SIMIUAR EXCEPT PRON 0117 ItET_ OF— (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS DEBOND 18 STRANDS 4-6" FROM EACH END SECTION C SCALE: 1/4"=1'-O" - -3/4" X 450 CHAMFER TYP. W.P. —MK( tCONTINUOUSKEYWAY All SEE DETAIL 0 SECTIONS 3 i)"' X 3-8 3/8 LG. SLEEVE Mr-F 5.joVOto METAL FLEX SLEEVE I , Co,.JrI&JVQL> I PICK VOIDED DECK SLAB TYPE "(S-3')" BENT END NO SCALE --------v,----- 4"7 '-4 Y4- "" FOR REINF. DETAILS (fl © SKEWED END(S) SEE DETAILe 7 TOP BARS @ 6" D.C. VOIDS SEE "PLAN" (3)-' PAIRS & SECTION LOCATE 0 SLEEVE EA. END LOCATE EA. END (4)- CONT. TRANSVERSE BAR N LOCATE EA. ENDCONT. (2 TOP/2 BOT) TOP BARS REINFORCING SCHEDULE SIZE QUANTITY LENGTH SKETCH #4 8 48'-3" STRAIGHT #4 114 6"-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6-0 1/2" SEE BELOW #4 6 4-7 3/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5'-2 SEE BELOW #6 16 6'-0" SEE BELOW 161" '118" 43 1/4- 28' 40 12" 12" 161 16" 43 /" 1 8" 281/2- I6 80" 6 r- 6" ALL HOOKS AS SHOWN TO BE SM. 90R 135°HOOKS BILL OF MATERIALS NO. REOD. DESCRIPTION 1 40 X 1-9" LG. METAL FLEX SLEEVE 1 40 X 1-7" LG. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22-2 1/2" LG. SONOVOID 1 3 1/20 X 3'-8 3/8" LG. METAL FLEX SLEEVE 1 30 X 1-5' LG. PVC SLEEVE 1 30 X 1-9" LG. PVC SLEEVE 1 40 X 1-8 1/2" LG. PVC SLEEVE 1 4"0 X 1-5 1/2" LG. PVC SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MAKE I APPROX. WI. TONS I VOLUME CUBIC YARDS 47 117 -4S- 47 '_4Or44 I) MARK .0 11-115 END MARK (4)-12"0 X 22-2 1/2" LG. 7 VOIDS FORMED W/ SONOVOID FORMING MATERIAL MX E- KI:) — (2)-9"o X 22-2 1/2" LG. ,4,i- 407 / VOID FORMED W/ SONOVOID 1-7"---- CONT. TRANSVERSE Z FORMING MATERIAL BARS --------------------- ----------------------- r ------ - ------------- ----------------------- -j" r- -------------- ----------------------- ------- I MK 4"0 X 1 -9" LG METAL FLEX SLEEVE LOCATE BENT END IK MARK CED MARK 1 I 18.63 920 /P\111-5-011 ISSUED FOR APPROVAL ,JJR NO. I DATE I RE'.qDS & ISOJES POMEROY CORPORATION REINFORCING SCHEDULE SIZE OUAN1YTY LENC1}4 SKETCH #4 8 47-0 1/4" STRAIGHT #4 114 6'-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6-0 1/2" SEE BELOW #4 6 4-7 3/4" SEE BELOW #4 12 2-0" SEE BELOW #4 4 3-8" STRAIGHT 3 5-2" SEE BELOW 16 6-0" SEE BELOW SPACING OF #4 TIE SETS SKEWED TIE SETS LLi SEE DETAIL@ SIMILAR 1/20 STRAND PICKING LOOPS J-II OF 8 "1.-" SLAB - A SETS 8OTTOM 2) PAIRS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS 1 17.88 8.83 71 --AA-A-.-. "1I' P BARS ____ xS '"'k" 3/4" X 450 CHAMFER T'(P. SECTION C SCALE: O 10" D.C. MAX. 2 SPCS SEE SECTION e 12 5/8" LAYOUT - SKEWED TIES @ BENT ENDS DETAIL 1 SCALE: LOj F © 6" H I OF PAI STRANDS I (24)-1/2"0 CR. 270 KSI (4)- CONT. 8 SPA 0 2" 8 SPA © 2" STRAIGHT PRESTRESS STRANDS BOTTOM BARS KIIIY//'I2r = 1-4" 3"3" = 1'- 4" 4-6" FROM EACH END 405 SECTION (LB") DEBOND 18 STRANDS SETS ON SKEW SEE DETAILS SCALE: 1/4"=l'-O" W. I DATE I -REVISIONS & WAS I BY POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 L1i PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA "2" CLR. EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-4" 000GRD I DRAM JJR DATE NOVEMBER 2001 SCALE REV. MO. T DRwr. NO. CHECKED NOTED 0117S-4 CHIEF °• P. No. 0117 SHEET OF , SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) 1- BENT END W.P. k'z~~C - CONTINUOUS KEYWAY CONTINUOUS KEYWAY (3)_ 408 _3.I" MK('' Tb" SEE DETAIL 0 SECTIONS SEE DETAIL 0 SECTIONS - -- i'7"' v ' U BARS MA" ''i' METAL FLEX SLEEVE PICKI - C,VIJTItJVEl V!5 PLAN EXTERIOR P.S. CONCREI i/4 l'-2 E VOIDED DECK SLAB TYPE "(-" BENT END ) SCALE 7'-4 1/4" FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL VOIDS SEE "PLAN" (3)- PAIRS - & SECTION - LOCATE © SLEEVE EA. END CONT. TRANSVERSE BARS r1w.p. CONTINUOUS KEYWAY SEE DETAIL © SECTIONS - W.P. 'J ---- MK3 40 X 1'-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END 47'-10 1/2" 47'-4 1/4- MK 1N?)-INSERTS MKK - - c N EXTERIOR FACE (4)-12"0 X 21-7 1/8" LG. (2)-1/2"' STRAND (SEE SLEEVE LOCATION DIAGRAM) ,// VOIDS FORMED W/ SONOVOID MK3 FLE EVE ,/"' Typ SEE DETAIL ©SEC11ONS FORMING MATERIAL PICKING LOOPS CONTINUOUS KEYWAY VOID FORMED W/ SONOVOID 4 TYP " ? 4-0" CONT. TRANSVERSE FORMING MATERIAL 1'_7!- -lj L ------------------------ ----( -------- ----- -- ----------- ------------------------ --------- MARK 0 THIS END E.AR. 4"0 X 1 -9" LG MK METAL FLEX SLEEVE LOCATE BENT END TOP BARS 0 6" O.C. - / LOCATE EA. END (4)- / CONT. TOP BARS -------------------- 404 405 SKEWED TIE SETS SEE DETAILe SIMILAR 16"[' '118" 431/4- I_ J 12" 12" LF 8. 16.[ 16" 43 3/4' 28 l/2 GD 6" ) 6" 12"( ALL HOOKS AS SHOWN TO BE STD. 90°oR 135°HOOKS BILL OF MATERIALS MARK NO. REaD. DESCRIPTION 2 40 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 12 3/4"0 FERRULE LOOP INSERT, 3 1/4" LONG 2 9"0 X 21-7 1/8" LG. SONOVOID 4 12"0 X 21-7 1/8" LG. SONOVOID (T 4 DOUBLE 1/2" STRAND PICKING LOOPS MK' E-5 CONT. BOTTOM BARS "U" BARS 3 1X 3-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 43-9 1/4" PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4" N N 1/4 oRArT TYPICAL KEYWAY / 2- "gOF (0 VOID OF SLAB & VOID ZOF VOIED SETS 1-2" -a.M"' - © 10" O.C. MK 4"0 X 1 -9" LG. METAL FLEX SLEEVE LOCATE BENT END MK~A rSLEEVE PICKING LOOPS 0 (4) PLACES ONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS MARK 0 THIS END -S-s. MARK REINFORCING SCHEDULE SIZE QUANTITY LENGTH #4 8 47-0 1/4" #4 114 6-0" - #4 57 4-7 1/4- #4 12 6-0 1/2" - #4 6 4-7 3/4" - #4 12 2-0" - #4 4 3'-8- #4 3 5-2" #6 16 6-0" SKETCH STRAIGHT SEE BELOW SEE BELOW SEE BELOW SEE BELOW SEE BELOW STRAIGHT SEE BELOW SEE BELOW 47-10 1/2- 47'-4 1/4" MK V (4)-12"0 X 21-7 1/8" LG. VOIDS FORMED w/ SONOVOID FORMING MATERIAL MK E-11 (2)-9"o X 21-7 1/8" LG. 407 (4)- VOID FORMED w/ SONOVOID 1 -7 - \CBARS ONT. TRANS VER,' FORMING MATERIAL TYP - ------ ------- ----------------------- --------- CONTINUOUS KEYWAY /(J -"- MK(' SEE DETAIL © SECTIONS i'79'' v /a" U BARS M 0l9ID1 METAL FLEX SLEEVE 47-4 i/k" PLAN INTERIOR P.S. CONCRET11 VOIDED DECK SLAB TYPE "S-5" 47•-4 1/4" T INUOUS KEYWAY SEE DETAIL 0 SECTIONS SLEEVE PICK L -BENT END _j FOR REINF. DETAILS 0 SKEWED END(S) fl_i SEE DETAILS 0"— VOIDS SEE "PLAN" (3)-( PAIRS (4) & SECTION - LOCATE © SLEEVE EA. END - LOCATE EA. END TOP BARS © 6" O.C. LOCATE EA. END (4)- /""" CONT. TOP BARS 01 ------------- PARTIAL LONGITUDINAL SECTIONED NO SCALE I 3/4" 3/TIT i OF -, DRAFT TYPICAL KEYWAY SLAB & VOID '9 OF OF 1'J SETS I VOID VOIdO 1-2" 1-2" BILL OF MATERIALS MARK NO. REOD. DESCRIPTION 2 40 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 2 90 X 21-7 1/8" LG. SONOVOID 4 12"0 X 21-7 1/8" LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS CED 7 17.88 8.83 28" 16.L "116 28 1/2" 6 Il 6 60" 43 1/4" 1 43 3/4" 1 ALL HOOKS AS SHOWN TO BE STD. 9000R 6"—! BENT END t.I.__—_ LW SPACING OF #4 TIE SETS SKEWED TIE SETS LLJJ SEE DETAIL SIMILAR 41 1/2"ø STRAND PICKING LOOPS / I OF SLAB I— A 3/4" X 450 CHAMFER 1W. J (24)-1/2"0 GR. 270 KSI "I STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS -4— 4-6" FROM EACH END th L S © 6" ,11E. T - f-/ I \_LY 1-'lPAIRS SPA. © 2" 8 SPA. 0 2" 1-4" 3"3" = SECTION (I\ SCALE: 1/4"=1-0" SECTION C SCALE: 1/4"1'-O" - Ill 'I CONTINUOUS KEYWAY SEE DETAIL © SECTIONS OLAk t :y WP lbu MK 4'0 X 1-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END RANDS/ IOTTOM )CONT // j ETS ON SKEW LL EE DETAILS jj (4)- """" MK CONT. BOTTOM BARS U" BARS 3 1 75-0 X 3-8 3/8" in (402 METAL FLEX SLEEVE LW 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 43-9 1/4" - - I ___ ____ IMI I IUIilhIi!l - - -_---- lit_i iltlmllilc - ---- II I !1 -- In (TOP & 404 405 SKEWED TIE SETS [_J SEE DETAIL@ SIMILAR LJ SETS "0. DAN I REVISIONS SOilS I By I APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 I #411E SET 10" O.C. MAX. 2 SPCS 6 3/4" 3 CO SPCS PERRIS, CALIF. 92572 SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION = 12 5/8" =1-3 7/8 CITY OF CARLSBAD, CAUFORNLA LAYOUT - SKEWED TIES @ BENT ENDS 2 CLR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-5" DETAIL D€0CD DRAM JJR DATI NOVEMBER 2001 1 SEMI REV. 00. 1 DR NO. _ ENGR. NOTED L 101175_s OtOCED CHECKED PR. SCALE: 1/4"=1'—O I - 0117 O1 ENGR. I ' ' PAIRS MKKIL CONTINUOUS KEYWAY -4. SEE DETAIL 0 SECTIONS .,. (2)-1/2 STRAND ,' PICKING LOOPS \ \\ __ ISL4/ / 0 (4) PLACES CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS / ED 1-7 O _ ______ CON11NUOUS KEYWAY MK ./ (3) 408 4"0 X 1-9" LG. ._- SEE DETAIL 0 SECTIONS U" BARS METAL FLEX SLEEVE LOCATE ABUT. END -I I.- BENT END PLAN- INTERIOR P.S. CONCRE (8)- 7 TOP BARS © 6" D.C. - / LOCATE EA. END 7 / CONT. TOP BARS -- 3/4" X 450 CHAMFER TYP. - SECTION _C SCALE: 1/4"=1'-O" - I SLEEVES -- 8- - - i•ui_i_IIIII!t - - II all ll!!! - Ii--IIIIIIIIIW all i igil !aff 0 10" O.C. MAX. 2 SPCS' .3 EO SPICS SEE SECTION = 12 5/8" =1-3 7/8" LAYOUT -SKEWED _TIES 0 BENT _ENDS DETAIL 1 SCALE: 1/4"=1'-O' - 4 DOUBLE 1,/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS PAIRS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS ED 17.88 8.83 4ZI11-5-011 ISSUED FOR APPROVAL JJR NO. I DATE R€\0Os a ISSUES BY I APP. POMEROY CORPORATION -, P.O. BOX 2020 (909) 657-6093 L!-1 PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARlSBAD. CALIFORNIA -2" CUR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE 'S-6" OCIDCA DRA!*I JJR DATE NOVEMBER 2001 I SCALE REV. lA DR NO. CHECKED PR ENGR. 1 NOTED ZL 0117S-6 CHEF 01CR. I PNOJ. NO. 0117 47-10 1/2" MARK THIS END1 REINFORCING SCHEDULE 0 MARK SIZE UAN LENGTH SKETCH 47-4 1/4" MK E 1 - —6 KI #4 8 47-0 1/4" STRAIGHT (4)ox 21-7 1/8" LG. - - - MK El - - #4 114 6-0" SEE BELOW FORMING MATERIAL VOIDS FORMED W/ SONOVOID MK~ ( 4"_9" LG. #4 57 4-7 1/4" SEE BELOW (2)-9"0 X 21-7 1/8" LG METAL FLEX SLEEVE (4)-K VOID FORMED w/ SONOVOID 1-7"— - LOCATE BENT END #4 12 6-0 1/2" SEE BELOW ONT. TRANSVERS FORMING MATERIAL : 12 ::: BELOW :7 r:::: T[ #4 4 3-8 STRAIGHT --Li--- .4 #4 3 5-2" SEE BELOW ______________________ _ L_.J I #6 16 6-0 SEE BELOW _________________________________ - - - - - - - - - - - - - - - - - - --- ONT1NUOUS KEYWAY 16"[' '116. 43 1/4" MK E-5 ih SEE DETAIL 0 SECTIONS 3 172—o X 3-8 3/8" LG. SLEEVE 28" METAL FLEX SLEEVE I I 402 403 12 12" CLn.J J6''Dt-JQVDD -fllJVc IJ s I — - 1-- J_ 47-4 1/4 V- 2 16.['116 _3/4" Pk VOIDED DECK SLAB TYPE "(S-6)" BENTEND ) 281/2- NO SCALE 16* 600 47-4 1/4" FOR REINF. DETAILS 6" 1) 6" 12"r ALL HOOKS AS SHOWN TO © SKEWED END(S) BE STD. 9OR 1350HOOKS 1•"—) SEE DETAIL 406 601 VOIDS SEE "PLAN" (3)- PAIRS - & SECTION LOCATE © SLEEVE EA. END BILL OF MATERIALS CONT. TRANSVERSE BARS LOCATE EA. END (2 TOP/2 BOT) MARK NO. REOD. DESCRIPTION _________________ 2 METAL FLEX SLEEVE SLEEVE - —1'_0" (4)- (3)-408 MK 1•,J (E-6) 1 30 X 1-5" LG. PVC SLEEVE —. 4. / I 3/4" '-.--- 3/4" 1" - i___(8)_.i SETS 4 12"0 X 21-7 1/8" LG. SONOVOID OF SLAB & VOID 1/20 STRAND ___ #1 OF OF U 4"PVC 1.U-8_- LL1J PICKING LOOPS VOID VOID(S) ()&<6) SETS SLAB 2-' 2.- OF SLEEVES DRAFT -1-2".1_-2 ICAL KEAY " 0 10' O.C. 3"PVC I E-6 0 (LD\' ~ B1\ ( - - -- " t1_ 01 TOP BARS 01 OF &W406 PAIRS STRAND S /i ]5~" (24)-1/2 0 GR. 270 BOTTOM PRESTRESS BARS I 8 SPA. 0 2" 8 SPA. © STRAIGHT 18 STRANDS STRANDS 405 =1-4"3"3"=1-4"DEBOND 4-6" FROM EACH END ______ SECTION SETS ON SKEW ____________ SEE DETAIL 1 — — SCALE: 1/4"=l'-O" CONT. BOTTOM BARS U L1 ) liZ ID A J—O .)/O LG. METAL FLEX SLEEVE I TD 1 - 30 X 1-9 1/4" LG. PVC SLEEVE ycay 402 403 ~404) 54SPACES #TiESETS©10__0.C.MAXIMUM =43-9 1/4" SPACING OF # TIE SETS (LO J5 1 4"0 X 1-8 3/4" LG. PVC SLEEVE SKEWED TIE SETS PARTIAL LONGITUDINAL SECTION ______ SKEWED TIE SETS () 1 40 X 1-5 3/4" LG. PVC SLEEVE SEE DETAIL SIMILAR NO SCALE () r [jSEE DETAILS SIMILAR (T 2 9"0 X 21'-7 1/8" LG. SONOVOID SLEEV LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) NO KEYWAY 0 ABUTMENT END MK 4"0 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END STRANDS 0F I J 4 CONT OTTOM BARS ETS ON SKEW EE DETAIL el LJ ttr4)-CONL JTOP BARS 0> 8 - © 6" —16 A A . ......... f C.G.S. \ PAIRS 8 SPA. 02" 8 SPA. 02" c = 1-4" 3"3" - = 1-4 SECTION B SCALE: 1/4"=1'-D" SECTION SCALE: 1/4"7-0" (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STIR ADEBOND 18 STRANDS 4-6" FROM EACH END '-01- VOIDS SEE I (4)() & SECTION( LICONT. TRANSVERSE BARS S7 (2 TOP/2 BOT) nqw 49'-1 1/4 7j M4R.KT.0 THIS END 48'-7" MK A.. MK MK E-4 - ---- (12)-INSERTS -7 (4)-12 0 X 22-2 1/2" LG. / MK E-1 (2)-1/2STRAND ON EXTERIOR FACE 7/ VOIDS FORMED W/ SONOVOID SLEEVE PICKING LOOPS (SEE INSERT LOCATION DIAGRAM) .7/ FORMING MATERIAL MK E-3 4"0 X 1 -9 LG. © (4) PLACES CONTINUOUS KEYWAY (4)- 9;R0 X 2', SONOVOID METAL FLEX S 1-7" - LOCATE SENT L EVE END CONT. TRANSVERSE FORMING MATERIAL SEE DETAIL 0 SECTIONS BARS -0. CONTINUOUS KEYWAY 6 TYP CONTINUOUS KEYWAY (3) 408 3 MK E 5 r1'P 0 Ii SEE DETAIL © SECTIONS SEE DETAIL © SECTIONS 3 172-o X S-8 3/8 LG 16" WiDE x 2" DEEP U BARS METAL FLEX SLEEVE I SLEEVE - BLOCKOUT 0 TOP J tA-t )D.JOVtUpS fi I PICK t'-4 OF ABUTMENT END 1'-2"--- - (8)- TOP BARS © 6" D.C. / LOCATE EA. END (4)-GE) CONT. TOP BARS CONT. BOTTOM BARS LJ SPACING OF #4 TIE SETS I (LO J5 - SKEWED TIE SETS [JJ SEE DETAIL@ SIMILAR PARTIAL LONGITUDINAL SECTION NO SCALE I 3/4 3/4 1/4" DRAFT TYPICAL KEYWAY 54 SPACES 71 OF SLAB & VOID - LW I SETS VOID VOID - 1-2" - 1-2" S" 0 10' O.C. to" (3)-() "- MK() "U" BARS 3 17 X 3-8 3/8" LG. 402 METAL FLEX SLEEVE L!J 403 4 TIE SETS © 10" O.C. MAXIMUM = 45-0" _II _,rz.__._IJIIJ ff1 N I11U11111(111 1 11 1.1.1. I.1.1%.Lt1.t t1.t Lt 1.tLliL'LLttt t:y4E.x-. I - I--- IIUi!!'il II I I - -- - -. ------ I ____ I-- ____________ 111111 - -II -IIj I - - -. '--- I_IIIRI ------------------------------ BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END REINFORCING SCHEDULE MARK SIZE QUANTITY LENGTH SKETCH #4 8 48-3" STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6'-01/2- SEE BELOW #4 6 4'-7 3/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6'-0" SEE BELOW 16"1" '116" 1/4" L_J 12" 12" 28" 8. 16.[' /4 28 1/2" 16" 60" 6" 1" 6" I2f ALL HOOKS AS SHOWN TO BE SM. 9OR 135°HOOKS BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION 1 40 X 1-9" LG. METAL FLEX SLEEVE 1 40 X 1-7" LG. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LC. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 x 3-8 3/8" LG. METAL FLEX SLEEVE 12 3/40 FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS 1/20 STRAND PICKING LOOPS I OF SLAB - - £ ABUTMENT END PLAN "- INTERIOR P.S. CONCRE'17'E VOIDED DECK SLAB TYPE NO SCALE 48-7" (TTOP & 05) SKEWED TIE SETS [jJ SEE DETAILe SIMILAR Wi i— (8)- & SETS TABLE OF SLAB REQUIREMENTS HARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS PAIRS 1 18.63 9.20 ow _ I DAlE I RE',ISOHS & ISSUES I Sy I POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS. CALIF. 92572 0 10"O.C.MAX. _6 3/4"3 EOSPCS #4 TIE SET PACING POINSETTIALANE OVERHEAD WIDENING SEE SECTION 1 3 7/8 2" CLR LAYOUT - _SKEWEDTIES©BENTEND . DETAIL L10_SPCS 1'—O 5/6" I R SCALE: 1/4 =1-0" ABUT END SIMIJA EXCEPT) CITY_OF_CARLSBAD.CALIFORNIA EXTERIORP.S.CONC. VOIDED DECK SLAB TYPE "S-7" DESKNWED DRA CHECKED JJR I°NOMBER2001 SCALE NOTED R. N OR NO. 10117S-7 ____________________________________ OR. _J_PRL N _0117 SHEET 01 1/2"0 STRAND PICKING LOOPS 4"PVC 4 SLEEVES E-11 (BENT) E-12 (ABUT. OF STRANDS ICED/ KIiiiY" L(PAIRS''N CONT BOTTOM SPA. 0 2" 8 SPA. 0 2" 405 SETS ON SKEW S ri 1 SECTION SEE DETAILS l SCALE: 1/4"=1 o on SPACING OF #4 TIE SETS SKEWED TIE SETS [_J SEE DETAIL e SIMILAR cli MK 4"0 X 1-7 LC. METAL FLEX SLEEVE LOCATE ABUT. END NO KEYWAY ABUTMENT END c'q I w.P. II II NUt E-12----4WT 6- ABUTMENT END MR11% nim OF 17- SLAB 3"PVC SLEEVES A (,(BENT) A 11 (E-(ABUT.) / - (8)-( TOP BARS 0 6" LOCATE EA. END °•• (4)- i—L - CONT. TOP BARS 47'-Lo-" 47 n MK 14 VOIDS FORMED W/ SONOVOID -22 (2)-1/2" STRAND FORMING MATERIAL MK E- SLEEI PICKING LOOPS ©(4)PL ACES J// 1 __ DFORMEDW/SNOVOID r ------------------------------ 4 -------- --- r (4)-12"ø X 22-2 1/2" LG. CONTINUOUS KEYWAY EE DETAIL 0 SECTIONS t BARS 16" WIDE x 2" DEEP CONTINUOUS KEYWAY BLOCKOUT © TOP SEE DETAIL © SEC11ONS (3)_I ''---- MK E-5 SEE DETAIL @ SECTIONS 1'\CONTINUOUS KEYWAY 1T2-0 SLEEVE OF ABUTMENT END "U" BARS M coov6I -- 3X 3'8 3/8" LG. CONT. I TOP BARS - -L(6)_©6' IJ— PLAN - INTERIOR P.S. CON (24)-1/2"0 CR. 270 KSI STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS 4-6" FROM EACH END PARTIAL LONGITUDINAL SECTION A NO SCALE — 3/4• J . E/.- " DRAFT TYPICAL KEYWAY CONT. BOTTOM BARS 54 SPACES I I gOF '2.. _______ SLAB & VOID (D '- / SETS 1'-2" ' @ o" O.C. , kn-, SECTION C SCALE: 1/4"1'-O" — -31 ""3/4" X 45 CHAMFER 7W. "U" BARS 3 17' X 3-8 3/8" LG. METAL FLEX SLEEVE 44 TIE SETS @ 10" O.C. MAXIMUM = 45-0" / C-o-J"CfrJVTh . AI— rLL LLLVL PICK I 1-A 7 '-t'4 A i/ 467 TE VOIDED DECK SLAB TYPE "('S-8" BENT END NO SCALE 4B- 47 1 FJ VOIDS SEE (4)- & SECTION( CONT. TRANSVERSE BARS (2 T6P/2 BOT) 1111tft1F1{11tl I rL rrrJxzJ5 I 11 1 11j I - - - IIi!!1tl I.uI I I IIII - ------ I___ - -------- I,i==i------- ______________ - - II---- !I - !IRi UU I IN DATE I R€',OGlS a ISSUES I UY I POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 2572 0 10" O.C. MAX. - 6 3/41 3 EO SPCS #4 liE SET SPACING POINSETTIA G LANE OVERHEAD WIDENIN SEE SECTION LAYOUT - SKEWED TIES DETAIL ('iII SCALE: 1/4"i'_O"".....J =1-3 7/8" N 2 CUR. BENT E 3 EO SPCSJ - 10" =1-0 5/8" ABUT END SIMILIAR EXCEPT Cfl'' OF CARLSBAD. CALIFORNIA INTERIOR P S CONC. VOIDED DECK SLAB TYPE "S-B" O€O(ED DRA UJR ° NOVEMBER 2001 S NOTED R. NO. O NO. 0117S-8 . O4 01CR. PROj NO. 0117 SHEET (401)TOP & SEE DETAIL ES (3)-G~D PAIRS LOCATE 0 SLEEVE EA. END LOCATE EA. END 404 405 SKEWED TIE SETS [_UJ SEE DETAIL g SIMILAR (8)- ---------- ___________ FOR REINF. DETAILS © SKEWED END(S) MK( 4"0""T-9" LG METAL FLEX SLEEVE n LOCATE BENT END 1' ITA ' 0 I I MARK 0 THIS END & SETS PAIRS 18" 60 6" 11 6 in ALL HOOKS AS SHOWN TO BE STD. 9OR 135°HOOKS BILL OF MATERIALS MARK NO. REDO. DESCRIPTION 1 40 X 1-9' LG. METAL FLEX SLEEVE 1 40 X 1-7" LG. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12'0 X 22-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LC. METAL FLEX SLEEVE 1 40 X 1-5" LG. PVC SLEEVE 1 40 X 1-9" LG. PVC SLEEVE 1 30 X 1-8 1/2" LG. PVC SLEEVE 1 3'0 X 1-5 1/2" LG. PVC SLEEVE TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS 1 18.63 9.20 MARK SIZE 0UANTFrr LENGTH SKETCH #4 8 48'-3" STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6'-01/2- SEE BELOW #4 6 4-7 3/4" SEE BELOW #4 12 2-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6'-0" SEE BELOW 16_[' 18" 43 1/4" 28" 12 12" LF 16"L 16" 8" 43 28 1/2" REINFORCING SCHEDULE SOuthern California Division 2020 Goetz Rd. P.O. Box 2020 Penis, CA. 92572-2020 (909) 657-6093 (909) 657-5293 Fax FA To HERZOG CONTRACTiNG GROUP I From TIM Minh, Thai Mr Ton BeuVer Fax: 760468-0900 Page&i Pkwm 760-966-oeoo tez 11/2G1 POWSE'rflA LANE OVERHEAD - Re WIDENING - PRECAST VOIDED DECK CC: SLABS We refer to your fax today's date. Attached please find: I. Concrete mix design. 2 Mill certificate for the prestress strands Reinforcing steel certificate is not available at the moment, as we have yet to Purchase the reinforcement, we will submit to you later. The casting is at our Perris factory, the address is as follow: 2020 Goetz Road Perris, CA. 92570 The casting schedule: From the date we received approved shop drawings) 2 weeks for the set up/ material procurement 4 weeks for the production Thank you wru ,i Pomeroy Corporation ATE: BY: NH ROJECT: JOB NO.: IX NO.: BOORHS.IOF J1ILb RESUL1'S"' EMENT: TYPE II PRESTRESS I MOJAVE DATE: - 0. OF SACKS OF CEMENTITIOUS MATJC. V.; 8.00 POUR NO. GGREGATE GRADING SPECIFICATION: ASTM C33 BED: OARSE AGGREGATE LOCATION: TYPE: KANSON S.S.D.. 0.80% SLUMP: MAX, SIZE (INCHES): 1/2" TEMP.: ASSUMED MOISTURE: 1.50% AIR CON NE AGGREGATE LOCATTON TYPE: LYTLE CREEK S.S.D.- 2.90% SLUMP: ASSUMED MOISTURE: 4.00% TEMP.: - DMIXTURES:[Based on S.S.D., wt. of cmt.] AIR C0N [REHOBUiLD 3000 PC [OVCWT.J: 5 1 SUPEWPLA5f1!t! PLASTIMENT [OZ/CWT.]: - WATER REDUCER POZZOUTH .300 (OZ/CWT): WATER REDUCER POZZOLAN 1%] 10 PLY ASH RHEOMAC SF 1001%] SILICA FUME MICRO AIR (OZ/CWT)" AIR 1%]' 1.5 C-28 [LB/SACK OF CEMENT) COLOR RHEOCRETE 222's1GAL] CORROSION INHIE. EQUIRED STRENGTH LPSI] COMPRESSIVE: RELEASE: 4,000 28 DAYS: 6000 PSI CEMENT RATIO: 0.35 E/(COARSE + PiNE)'lOQ: 59.50 % DENSITY: 147.9 OF PROPORTIONS FOR ONE CUBIC YARD IPCF] U ON.. I WEIGHT I WEIGHT I GRAVITY I VOL. DARSE AGGREGATE 1,818 1,818 2.700 10.791 NE AGGREGATE 1,203 1,251 7.345 2.650 EATER (GAL) 33.8 27.8 AT!R 250.3 232.2 1.000 4.492 EHOBUILD 3000 PC 1021 35 38 1.240 LASTIMENT (OZ] 1.180 OZZOLITH 300 tOZ] 1.210 OZZOLLAN (FLY ASH)' HEOMAC SF 100 • ICRO AIR (OZ]; (ENTRAINED)" TRAPPED AIR 1,5 % OLOR REX(OZ3 75 75 2.300 0.523 0,405 2.200 1.051 1.00 1.30 YAL 7.60 then changed, data that Is underlined wil! autornaUáHy recalculate the mix DOSAGE RATE IS A SPECIFIED % BY WEIGHT OF CEMENT USE 1/2 TO 1-1/2 FL OZ. PER SACK OF CEMENT TO ENTRAIN 4 TOG % AIR TOTAL AIR CONTENT REQUIRED (ENTRAINED + ENTRAPPED) FIELD VERIFY THE AIR CONTENT AND ADJUST THE ENTRAINED AIR NOU 21 '01 08:1e Pr I i PHONE (760) 246-6091 FAX (760) 246-3023 *** MILL CERTIFICATE OF INSPECTION ** PAGE 1 OF ORDER NUMBER : V5022 .' iSSUE DATE 09/05/01 ---------------------------------------------------------- COMMODITY STEEL STRAND, UNCOTED SEN-WIRE FOR PRESTRESSED CONCRETE . SPECIFICATION ASTM A416 / Grade 270 Size 1/2 LOW Relaxation (Minilax) --------------------------------------------------------------------- CUSTOMER : POMEROY CORPORATION P.O. NUMBER ' : 601.0-5790 STATE JOB NO MANUFACTURER Sumiden Wire Product Corporation DESTINATION : PERRIS CA PACK NUMBER CERTIFIED: ELASTIC NO. PACK* HEAT B.S EL CURVE* V.P AREA MODULUS (lb) (%) (lb) (sg.in.) (ni psi) L V12272 V2G0983 42.907 5.7 V12272 33,963 0.1524 28.6 V12603 V208417 42,953 6.0 V12602A 39,235 .0.1520 .23.5 ' 2 V12604 V208417 43,276 6.1 V2.2602A 39,235 0.1520 28.5 3 4 V12605 V203417 43,008 7.0 V12602A 39,235 0.1520 28.5 5 V12613 V2D3417 42,433 6.0 V12609A 38,706 0.1520 28.8 4 V12614 V2GG985 42,827 6.3 V126140-1 39,267 0.1521 28.9 7 V12621 V2GG985 42,626 6.6 V2621 38,782 0.1522 28.7 8 VL2624 V2GG985 42,725 --------------------------------------------------------------------- 6.4 V12621 38,782 0.1522 23.7 'Stress-strain curves attached represent a pack from the same twenty ton production lot as the certified pack; ASTM A416. We hereby certify that: * We have accurately carried out the inspection of commodity as described above in accordance with all applicable specifications Of the contract. dc The material described above will bond to concrete of a normal strength and consistency in conformance With the prediction equation for transfer and development length given in the Cl/AASTQ specifications. ' . - Quality Assurance Assurance Section 3 NOV 21 '01 08:19 , U Sraii (3) Test Result Specimen Gage Length: 24.0000 in Area: 0.1524 in' Elastic Modulus: 2837 Msi Yield Strength: 38963 lbf '"rater: : sedTirne: acc Numbe Work Order: rocedure Name: tart Date: ;trt Time: nd Date: nd Tune: Workstation: rested By: Test Summary 17377 00:03:41 V12272 VU0087A Certificate of Inspection 8/1/2001 10:50:38 AM 8/112001 10:54:19 AM Surn1de, Wire Victorville RAFAEL NOV 21 '01 38:19 PACE. 04 Specimen Gage Length: Am Elastic Modulus: Yield Strength: 24.0000 in 0.1520 in 28.46 Msi 39235 lbf Test Read Strain (%) Test Summary znter: 17808 Time: 'acic 00:03:04 Number: V12602A Work Order: procedure Name: Certificate of Inspection ;tw-t Date: $/23/2001 ;tail Time: 1:44:33 PM nd Date: 8/2312001 nd Time: 1:47:37 PM Workstation; Sumiden Wire Victorvllle rested By: CYNTHIA NOV 21 01 0:9 PAGE. 05 Test kiit - Specimen Gage Length. 24.0000 in Arm 0.I5201n2 ( Elatic Modulus: • 28.83 Msi Yield Strength: 38706 lbf Strain (%) Test Summary 17810 Lsed Time: 00:02:37 ack Number. V1260$A Work Order: VB0089A procedure Name: Certificate of Inspection ;tart Date: 8/2312001 ;tart Time: 2:00:46 PM nd Date: 8/23/2001 Ind Time: 2:03:43 PM Workstation: Suiilden Wire Victorville rested By: CYNTRIA ?C) 21 101 9:19 Li Test Results- Specimen Gage Length: 240000 in Area: 0.1521 in3 Elastic Modulus: ' 28.86 Msi Yield Strength: 39267 Ibf Stain (%) Cpnter: -Jsed Time: Pack Number: Work Ord Procedure Name: Start Date: Stan Time: End Da End Time. Workstation Tested By: Test Summary 17829 00:03:04 V12614A YR.0089A Cerdrmte of Inspection 8/24/2001 11:05:22 AM 8/24/2001 11:0826 AM Suleidom Wire Victorvifte CYNTfflA NOV 21 101 :9 -7 Sin (3) I Tetilts Specimen Gage Length: 240000 in Area. 0.1522 ire Elastic Modulus: 28.66 Msi Yield Strength: 38782 lbf Cunter sed Time: Pack Number. Work Order. Procedure Name: Start Date: Start Time: End Dale: End Time: Workstation: Tested By: Test Szmas,' 17830 00:02:53 V12621 VR0089A Certificate of inspection 812412001 11:13:00 AM 8124/2001 11:15:53 AM Suukiden Wire Victorville CYNTHIA O) 21 i 08 -.2e DOKKEN ENGINEER! N 6 www.dokkenengineering.com December 3, 2001 City of Carlsbad Engineering Inspection 5950 El Camino Real Carlsbad, CA 92008 Attn: Mr. Mark Plotnikiwicz Re: Pointsettia Lane Overhead Widening, Br. No: 570-0598 Project No. 3351 Dear Mr. Plotnikiwicz: We have reviewed the shop drawings for the precast prestressed concrete voided slab units prepared by Pomeroy Corporation, drawing numbers 0117L-1 and 0117S-1 through 0117S-8. The plans are being returned for correction with comments noted in red on drawings 0117S-1 through 0117S-8. No corrections are noted on the layout sheet, drawing number 0117L-1. The following is our response to your questions listed on your transmittal letter to us for these shop drawings: The prestress strand locations provided on the shop drawings are correct. The end diaphragm/void termination location at the abutments and bents are in excess of the dimensions shown on the contract plans, however, this dimension is not critical to the function of the slab and will not adversely effect the performance of the bridge and therefore is acceptable. The 1/4 inch narrower width of the slab units shown on the drawings from the contract plans is to compensate for best tolerance for width and alignment that can be constructed into the slabs. Since the longitudinal seal between the slabs will be located in the keyways above the maximum slab dimension, a gap of 14 inch is acceptable. The slab Openings for abutment dowels are located at the centerline of the abutment rather than at 4 inch from the end of the slab as shown in the contract plans. This is an acceptable no-cost revision. The voids should be continuous through the transverse tie cable to avoid extra dead loads that exceed the design capacity of the slab units. However, it is acceptable to have discontinuous voids at the mid-span for the inner slab units S-3, S-6 and S-8 to provide improved anchorage for the transverse tie cable. In general, the corrections needed are as follows: 1: Add 16" wide x 2" deep blockout for joint seal expansion dam to each end of interior slab units, not just at the abutment end, on slab type S-2, S-3, S-5, S-6 and S-8. 2. Remove 16" wide x 2" deep blockout at abutment end of exterior slab units (slab types S-i and S-7) where no expansion dam is needed under the sidewalk. 9665 CHESAPEAKE DRIVE, SUITE 435 • SAN DIEGO, CA 92123-1367 TEL: 858.514.8377 F.x: 858.514.8608 D 0 K K E N . Mr. Mark Plotnikiwicz E N G I N E E R I N G December. 3, 2001 www.dokkenengineering.com . . Page 2 of Eliminate intermediate diaphragms at the mid-span transverse tie rod in all slab units except in the inside edge slab types S-3, S-6 and S-8. Provide continuous length PVC sleeves for the entire length of the slab unit for the 3" diameter and 4" diameter utility openings in slab types S-3, S-6 and S-8. Specific revisions to the details due to the above corrections are-shown on the attached red- marked plans. Upon receipt of the corrected drawings, please send me 2 copies for review and approval. If you have any questions, please call. Sincerely, A1cArh 9CJIl€ -4r Matt Salveson, P.E. Project Engineer MS/mm Attach Project 1095.30/800 - .. 9665 CHESAPEAKE DRIVE, SUITE 435 • SAN. DIEGO, CA 92123-1367 TEL: 858.514.8377 F.x: 858.514.8608 . \ 47•-4'• CABLE DUCT 0 \CABLE DUCT GIRDERS OF BRG. OF GIRDERS \OBENT2 = BRTh 47•-4_ ~,rABLE DUCT - tOF BRG. OF GIRDERS OF BRG. \ 08ENT3 ABU I \. 1 I/4 PIPE (2) 1/2 STRAND '-I i6"i I.-... LIFTING LOOP DETAILS ELEVATION NOSCAII (TYPICAL FOR ALL SLABS) - --------u-l- -._- - -.-r----------- - - .---\- .-. - -- -Ht ----- l'2.4 -----------*-- - ______ - --.-.-- --------. ----±----.---- iT - -__ ---\-.- - BENT 2 SLAB NOTES: CONCRETE: HARDROCK 0 150 P.C.F. CONCRETE STRENGTHS Cci 0 TRANSFER = ..............4000 P.S.I. IcO 28 DAYS ................4000 P.S.I. 2. CONCRETE FINISH: TOPS TO BE FLOAT FINISH WITH TRANSVERSE COARSE BROOM OTHER TO BE FORM FINISH 3. PRESTRESSING: STRANDS TO BE ASTLI A416 1/2 DIAMETER CR270 KSI LO—LA)( AREA - 0.153 IN' /STRAND JACKING FORCE ......744 KIPS (75T. JACKING) FINAl. FORCE..........- 520 KIPS NOTE: BURN ALL STRAND ENDS FLUSH WITH SLAB ENDS AND COAT WITH EPDXY PRIOR TO UNIT LOADOUT 4. REINFORCING REINFORCING BARS TO BE ASTM AbS GRADE 60 STAGGER SPLICES AS REOD. FOR ALL LONGITUDINAL BARS ADJUST AS REOD. TO CLEAR ALL INTERFERENCES S. SONOVOID VOIDS -U SLAB VOIDS TO BE FORMED WITH SONOVOID TUBE MATERIAL --.-..--.. ----- Li --.---,.... 1........ -- .---.-.-. - -..... --- ..-. --.... PO1NSETflA lANE (NEW) T- 00 BENT 3 BENT 4 i RETURNED FOR CJCflO PRECAST PRESTRESSED 00-MIN EMMINtERIKI CONCRETE VOIDED DECK SLABS LAYOUT — PRESTRESSED CONCRETE VOIDED DECK SLABS DEC 3-2001 NO SCALE I1-5--01 ISSUED FOR APPROVAL NO. DATE RtMSONO BY P. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD, CALIFORNIA PRESTRESSED CONCRETE VOIDED DECK SLAB LAYOUT DCNdD I DRAWN JJR DATE NOVEMBER 2001 SCALE AdA. NO. OB NO PR. (Ada. NOTED 0117L-1 CAdCR(D CHECKED CPKF (NCR. o. 0117 sr or L____________ - =W\ ______ \-'-3/4' X 450 (24)-1/20 GR. 270 KSI CHAMFER TYP. 7/ STRAIGHT PRESTRESS STRANDS SECTION ('E" ADEBOND 18 STRANDS 4-6" FROM EACH END SCALE: 1/4"=1'-0"',,_I T[7[ OF ;RAND (7 PAS CONT. 'TTOM BARS 8 SPA. © 2 8 SPA. © 2" 4 7/s," = 1'-4- 3 " = V-4" 405 SECTION B TS ON SKEW ________ E DETAIL 1 — - SCALE: 1/4"1'-O" CONT. TOP BARS PP 0 6" AQ - ____ - 49.-h / MARKO THIS END REINFORCING SCHEDULE MARK SIZE OOAN11TY LENGTh SKETCH SLEEVE LOCATIONS MK( K1D #4 8 48'-Z-STRAIGHT (EXTERIOR FACE ELEVATION) - 2 '- MK EXTERIOR FACE 120 X 2ZLG MK .• - - - MK - - #4 114 6-0" SEE BELOW (NOT TO SCALE)- SLEEVE (2)-1/2' STRAND (SEE SLEEVE LOCATION DIAGRAM) VOIDS FORMED W/ CKING LOOPS -'2" FORMING MATERIAL SONOVOID l'_7_) - VOID FORMED W/ SONOVOID 40 X 1 -9" LG. #4 57 4'-7 1/4' SEE BELOW NO KEYWAY ) (4) PLACES / KEYWAY FORMING MATERIAL , ) •,, LOCATE BENT END 4 12 6-0 1/2" SEE BELOW METAL FLEX SLEEVE ABU END 45/—I-40--I SEE DETAIL @ SECTIONS COW. TRANSVERSE #4 6 4-7 3/4" SEE BROW 406 #4 17 2'-O" SEE BELOW -_ --==-====_-------=-------~-------- #4 4 3'-8" STRAIGHT I I I_ I #6 16 6 0 SEE BELOW i #4 3 5'-2" SEE BELOW .- -------------------------------------- - -L ----------- ----- I - / - -- --- ----------- I \CONTINUOUS KEYWAY '—\ • / "-' 16" W11E x 2" DEEP CONTINUOUS KEYWAY ,3\J\" — _3.1" MK?'\ ' 'i'b SEE DETAIL I SECTIONS 4"oXl'-.?'"LG / I\g"\ BLO @ TOP SEE DETAIL @ SECTIONS 8 l'>T''x 3-8 3/8" LG. SLEEVE 16 1 16 3 114" _~j LOCATE ABUT 6 OF U 48-7" METAL FLEX SLEEVE METAL FLEX SLEEVE PICK — 28• I ABUTMENT END PLAN 's— EXTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(p—i)" BENT END 16 '116. NO SCALE --------- 281/2' 48-7" FOR REINF. DETAILS © SKEWED END(S) is' so" SEE DETAIL (T'\ 6' Ifl 6" 12'fl ALL HOOKS AS SHOWN TO BE STD. 90°OR 135°HOOKS c — VOIDS SEE 'PLAN' (3)- PAIRS KI TOP BARS 0 6- D.C. (4) 4 6, SECTION C LOCATE 0 SLEEVE EA. END CONT. TOP BARS RETURNED FOP, / oCN TX TR A NsR:E LOCATE EA. BILL OF MATERIALS ---------- ------ ti .................................... . - MARK NO.REO'D. DESCRIPTION I I DEC 3 -"2001 / W.P. 1 x 1'-9'"LG. METAL FLEX SLEEVE qu CONT. BOTTOM BARS U 4O8 402 METAL FLEX SLEEVE KlX 3-8 3/8" LG (3 1 4"0 X 1'-' LG. METAL FLEX SLEEVE 404 -J 404 E-3 2"I 9"0 X 22-2 1/2" LG. SONOVOID 405 L! (±2k ' - SPACING OF 4 .5 STS 54 SPACES 4 TIE SETS W 10 O.C. MAXIMUM = -5 -O ..4'L.. 12 0 X 22 -2 1/2 LG. SONOVOID SKEWED liE SETS LONGIT UDINAL NGI A UDINA1 SECTION 7'A" SKEWED TIE SETS 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 1 r L2J SEE DETAIL SIMILAR PARTIAL 1J [,,J] SEE DETAIL SIMILAR — - I NO SCALE — I - LL1 12 3/40 FERRULE LOOP INSERT, 3 1/4" LONG 3-I1 3/4" ,! TOP & —(8) SETS 4 DOUBLE 1/2" STRAND PICKING LOOPS OF t"h OF ______ BOTTOM- TOP BARS © 6" 0. C. / SLAB & VOID F 1/2"o STRAND 111 7/8' SLAB - 1'-Il 7/8" 7/8' TABLE -OF SLAB REQUIREMENTS PICKING LOOPS %D OF SETS jj'" _ p :t m97,' 1-2' 1-2" °7/8 © 10" OC - 'zr"- .. - MARK MAKE APPROX.WT. TONS VOLUME CUBIC YARDS 1/4- DRAFT 4=06 PAIRS ISSUED FOR APPROVAL ,jJI'C NO. DATE I sseocsis & ,sajs NY APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 © 10" O.C. MAX. 6 3/4"1 3 50 SPCS #411E SET SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION 6 LAYOUT - SKEWED TIES © BENT END DETAIL (1 SCALE: 1 /4"=l'-O" ABUT =1-3 7/8" CLR I 10" 3 EQ SPCS J =1-0 5/8" END SIMIUAR EXCEPT) CITY OF CARLSBAD, CALIFORNIA EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "ii CIWCXE D_ J,JR NOVEMBER 2001_ F_-_ I REV 0117S-1 __________________________________________________________________ _ NOTED 0117 REINFORCING SCHEDULE SIZE O4JANT1TY LENGTH SKETCH 8 48-3" STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4' SEE BELOW 12 6-0 1/2" SEE BELOW 6 4-7 3/4 SEE BELOW #4 12 2-0" SEE BELOW 4 3-8" STRAIGHT 3 5-2" SEE BELOW #6 1 16 1 6-0" 1 SEE BELOW WI SPACING OF A4 15 SETS (105 SKEWED TIE SETS SEE DETAILe SIMILAR 1/20 STRAND PICKING LOOPS 3-11 3/4' OF SLAB I'-il 7/8' 1-11 7/8' \ I - £ 48'- 7" NO KEYWAY @ ABUTMENT END MK JL (2)-1/2"' STRAND SLEEVy PICKING LOOPS / @ (4) PLACES CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS I- I 16" WIDE x 2" DEEP CONTINUOUS KEYWAY - BLOCKOUT @ TOP SEE DETAIL SECTIONS RR OF.8U4+'END "US MK 40 X 1-7" LC. METAL FLEX SLEEVE LOCATE ABUT. END L- 3/4' X 450 CHAMFER TYP. 1(24)-1/2-0 STRAIGHT PRESTRESS STR GR. 270 KSI ANDS SECTION8ADEBOND 18 STRANDS _ 4-6" FROM EACH END SCALE: 1/4"=1'-D' - ELITLU1 I 1 1 OF STRANDS CONT L147 OTTOM BARS ~ & 405 8* ETS ON SKEW EE DETAILL1 PAIRS 8 SPA. 0 2 B SPA. © 2 = 1-4" 3" 3" = 1-4" 4 SECTION SCALE: 1/4"=l'-O" -j L CONT. 2 © 6" -nx L -lAA __ -A 6, A- . -A;-A L 16.L 43 1/4" 28' 12' 12' LF" lsf ']16. 43 3/4 28 1/2 16' 6' 1"l 6' 60' 2' ALL HOOKS AS SHOWN TO BE STD. 90°OR 135°HOOKS BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION 1 40 X 1'-LG. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE ,.. I 9"0 X 22-47 LG. SONOVOID () -4-2- 12"0 X 2-T77 LG. SONOVOID 1 3 1/20 X 3-8 3/8" LG. METAL FLEX SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS C-, W.P. TLT[ L) MARK 0 THIS END '5-2' I I MARK 2"o X 2 LC. --- - E-1 VOIDS FORMED W/ SONOVOID FORMING MATERIAL MK (E-3 4 MK OcI?_/ LG (k)-9-0 X .1~~ LG. METAL FLEX SLEEVE (4) VOID FORMED W/ SONOVOID LOCATE BENT ENDeTR'ANSVERSE FORMING MATERIAL 406 - t"r-j ----------------- I -------------- ------------ I CONTINUOUS KEYWAY I _3 - MK(: ' - -'rh SEE DETAIL © SECTIONS 0 1" X 3-B 3/8" LG. SLEEVE METAL FLEX SLEEVE PICK 1'-2"--- - - lmw IL "ill 49-i 1/4" 6 48-7' "— ________ ABUTMENT END PLAN "— INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "1(-2)" NO SCALE 48-7' LIllIlIltt0I'llI0lllj t illimil _7 1111, 113111 11 -11 II 11_I1I1IIItp 1If ill- 1_1 ,, tt0tt__t_ttttll__1.Ltttt0t1.lLttt 1. ttI1111t TOP BARS © 6 D.C. - (4 LOCATE EA. END (4)- CC CONT. TOP BARS / 7(2 PARTIAL LONGITUDINAL SECTION NO SCALE - I 3/4 _JI 1/4' DRAFT TYPICAL KEYWAY - (3) -..,Y" "'- MK CONT. BOTTOM BARS "U' RS 3 1/2 0 X 3-8 3/8' LG. METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" D.C. MAXIMUM = 45-0" KTOP & OF BOTTOM SLAB & VOID 1-11 7/8' 1-fl 7/B'g OF WI VOID %ID SETS 97)8' 1-2" 1-2" 97/8' © 10" 0. C. .............. - BENT END FOR REINF. DETAILS © SKEWED END(S) II SEE DETAILe VOIDS SEE "PLAN" (3)_I PAIRS & SECTION LOCATE © SLEEVE EA. END LOCATE EA. END I 1" () SKEWED liE SETS [JJ SEE DETAIL 1 SIMILAR WI SETS RETURNED FOR - DOkE DEC -2001 - TABLE OF SLAB REQUIREMENTS -- - - I--- MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS PAIRS (I 14 18.63 9.20 0 Ov, ---691 DA R6'I48lS & 496S POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 #4 TIE SET - - _. _ - - - I @10 D.C. MAX. I 3/4"1 3 ED SPCS SPACING POINSETTIA LANE OVERHEAD WDENING SEE SECTION e =1-3 7/8" CITY OF CARLSBAD, CALIFORNIA LAYOUT - SKEWED TIES @ BENT END 2 CUR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-2" 10 3 ED SPCS I ______ D€SICN(D IDRA&W JJR DATE NOVEMBER 2001 ISCALE REV. N DR N DETAIL ABUT END SIMIR EXCEPT - NOTED SCALE: 1/4"=I'-o 0117S-2 =1-0 5/8' CHEF ENCR. PRW No. set(T_ OF 0117 49-1 1/4" MARK 0 THIS END REINFORCING SCHEDULE MARK SIZE QUANTITY LENGTH SKETCH 48-7" 61 E- i'• fl4 8 48-3" STRAIGHT MK JL (4)-12"0 X 22 -2 1/2" LG. - - - Ejl~- S #4 114 SEE BELOW NO KEYWAY VOIDS FORMED W/ ABUTMENT END - (2)-1/2" STRAND FORMGMATER SONOVOID MK ( 41- METAL FLEX EVE #4 57 4-7 1/4" SEE BELOW PICKING LOOPS 0 (4) PLACES CONTINUOUS KEYWAY (4)- GD 0 FORMED W/ SONOVOID 12 CONT. TRANSVERSE ~, pv SEE DETAIL 0 SECTIONS FORMING MATERIAL #4 6 _____ ________________ LOCATE BENT END 12 6-01/2 STRAIGHT SEE r ------------------------------ --------------------------- -- -- ov) --------- ------- I r-- pJ #4 3 5-2 SEE BELOW #6 16 6-0" SEE BELOW CONTINUOUS KEYWAY is is 1/4 4X1-7" LG. / T\ VA BLOCKOUT©TOP C SEE DETAIL @ SECTIONS ONTINUOUS KEYWAY UOF ABW4;?gIL;W-T- END " BARS 3l MK(E RX 3-8 3/8" LG.11 Pc/c SEE DETAIL @ SECTIONS L 28" METAL FLEX SLEEVE T t-"t METAL FLEX SLEEVE PICK LOCATE ABUT. END 1'-2"-- - 1" / 15" Ll IS' 6"— 48-7" j16 3 3/i" 2 ABUTMENT END PLAN "s— INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-3)" __ BENT END ) 281/2- NO SCALE S - - - - ____ - - - - ________ 16, 60" 48-7" N FOR REINF. DETAILS 6" II 6" 12"1 ALL NOOKS AS SHOWN TO © SKEWED END(S) BE STD. 90°OR 135°HOOKS () SEE DETAIL 601 SI VOIDS SEE 'PLAN (3)- PAIRS - TOP BARS © 6" D.C. - (4) & SECTION C LOCATE @ SLEEVE EA. END BILL OF MATERIALS LOCATE EA. END (4)- LOCATE EA. END TRANSVERSE BARS CONT. MARK DESCRIPTION CONT. TOP BARS (2 TOP/2 BOT) - TURNEDFOCo:c__ NO. REo'D. 1'J' LG. METAL FLEX SLEEVE _ ---------- 1 4"0 X 1-7" LG. METAL FLEX SLEEVE DEC 3 -2001 2 9"0 X 22-2 1/2" LC. SONOVOID L CONT. BOTTOM BARS U" BARS METAL FLEX SLEEVE LG. ii 4 12"0 X 22-2 1/2" LG. SONOVOID 404 404 405 - [JJ 403 405 1 3 1/20 X 3-8 3/8" LG. METAL FLEX SLEEVE SPACING OF d4 TIE SETS 54 SPACES #4 TIE SETS © 10" D.C. MAXIMUM = 45'0" SKEWED SETS ______ SKEWED liE ET () 1 30 X PVC SLEEVE SEE DETAILS SIMILAR PARTIAL LONGITUDINAL SECTION Wi SEE DETAUê SIMILAR ' 1 30 X ' LG. PVC SLEEVE I NO SCALE [_i 3-11 3/4" 3/.4 (8)- TOP & —(8)- ,_-i& SETS 1 40 X .-"'1/2 LG. PVC SLEEVE OF or (K)BOTTOM TOP BARS @6" 0. C. ( 1 4"0 x .-5i/2" LG. PVC SLEEVE SLAB () SLAB & VOID PICKING LOOPS '1/2"0 STRAND ' "" -J F 1-1) - SETS /"tt"1t -1t"iJ"fl34flIL\ 4 DOUBLE 1/2" STRAND PICKING LOOPS 3"PVC SLEEVES 1/4- DRAFT 97/8" VOID VOID - 1-2" 1-2" 9 7/8" © 10" O.C. ..__1t___ PAIRS TABLE OF SLAB REQUIREMENTS = m MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS 4)_ CONT. TOP BARS 0> - -- -(8)-i @ 6' - 7I/(QZ m.RI - - -r all - PJIII77r,wT, I"_- - -- !II41 _FOR APPROVAL __________________ x&7Alrai OF STRAND! / I 1 - _ '_r- 3/4" X 450 CHAMFER TW li I • S_.. lvi i__._ I I %_ I I S S I P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 I_T '/ 406 PAIRS E-4 )— CON T. I (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS ©10"O.C.MAX.J6 3/4j_3EQSPCS _ Wi #4 TiE SET SPACING POINSETTIA LANE OVERHEAD WIDENING IUOM BARS 8 SPA © 2" 8 SPA. © 2" 3"3"=1'4 4 7/81 _17/8"_=1-4' DEBOND 18 STRANDS SECTION ___ SEE SECTION =1-3 7/8 CITY OF CARLSBAD._CALIFORNIA D4 & 405 -SKEWEDTIES®BENTEND 4-6" FROM EACH END LAYOUT 2 CLR. INTERIORP.S.CONC.VOIDEDDECKSLABTYPE"S-3" ________________________________________________________ - SECTION :'rs ON SKEW _______ L]i SCALE: 1/4'"l'-O" _10" _3EQSPCS -__ DRAM JJR 2001 REV. NO 0RN NO. E DETAIL( SCALE: 1/4"=1-O" - . DETAIL IIIEEIII =1-0 5/8" ABUT END SIMILIAR EXCEPT) °— _NOTED _NOVEMBER SCALE: 1/4=1-0" 0117 _A 1011753 OItF DCR. FRO,L NO. SREET_ f_ SPACING OF #4 TIE SETS SKEWED TIE SETS L1 SEE DETAIL SIMILAR 1/2"o STRAND PICKING LOOPS 3-11 3/4' OF SLAB I-Il 7 /8" 1 -13 7/8" A A TOP BARS BARS @ 6" O.C. ( LOCATE EA. END (- CONT. TOP BARS W.P. ------------ / I CONT. BOTTOM BARS - "US 3 1 X 3-8 3/8" LG. METAL FLEX SLEEVE - 54 SPACES fl4 TIE SETS © 10" O.C. MAXIMUM = 43-9 1/4" PARTIAL LONGITUDINAL SECTION A NO SCALE - 1 3/4- 3/4' 1" .1 1/4" DRAFT TYPICAL KEYWAY OF SLAB & VOID 1-11 7/8 3-11 7/8" OF OF VOID VOID 97/8" 1-2" 1-2" 97/8" L] SETS - © 10" 0. C. 47-10 1/2 47'-4 1/4" MK fT\ I ro, \L?/ MK -1 \_____JJ L c (12)-INSERTS - - - ON EXTERIOR FACE 'V -12-0 X 24—W-1'/8" LG. (2)-1/2 STRAND (SEE SLEEVE LOCATION DIAGRAM) IDS FORMED W/ SONOVOID c- Tc rS L EE V"E PICKING LOOPS CONTINUOUS KEYWAY FORMING MATERIAL MK~~ 4'- 0' SEE DETAIL 0 SECTIONS 7 z I: ID FORMED W/ SONOVOID TYP -81 %- CO . TRANSVERSE FORMING MATERIAL MARK 0 11-115 END MARK -6' MK 4"O X 1 -ø' LG. _ METAL FLEX SLEEVE LOCATE BENT END 7-` W.P. REINFORCING SCHEDULE SIZE O4JAN11TY LENGTH SKETCH #4 8 47-0 1/4" STRAIGHT 114 6-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW fl4 12 6-0 1/2" SEE BELOW 6 4-7 3/4" SEE BELOW #4 12 2'-O" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6-0" SEE BELOW SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) CONTINUOUS KEYWAY SEE DETAIL @ SECTIONS cD '__ (N - 011) - - loU--- N A W.P. -, - --- - - MK 4'0 X 1'-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END 'I CONTINUOUS KEYWAY (3) _// '-' MK - 1 CONTINUOUS KEYWAY SEE DETAIL @ SECTIONS SEE DETAIL W SECTIONS "U/914S 3 1 2 0 X 3-8 3/8" LG. SLEEVE METAL FLEX SLEEVE I PICK I L1' BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL I (4) & SECTION L-CONTVTANSVERSE BARS VOIDS SEE (3)-j PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END I tt%t0tttttttt lit _1111111 itO 111 I_I I I - III f_ r!F7'iiii.i ii - IIII_ III.. I_I __il wllj~ _ RETURNED FOR C0idVo-f;-.Tji DEC 3 - 2001 BILL OF MATERIALS 3 MARK NO. REO'D. DESCRIPTION 2 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 12 3/4"0 FERRULE LOOP INSERT, 3 1/4" LONG I 9"0 X 1----7 I,' S" LG. SONOVOID V 12"0 X 21-'8" LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS I 47-4 1/4" BENT END PLAN "— EXTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-4)" NO SCALE ,404—\ 9'J. 405 SKEWED TIE SETS SEE DETAIL @ SIMILAR ." BARS 0 6" D.C. —Am - - II I IUIlIIRi!' Wi SETS 16 Lj 43 1/4" 28" 1 2 Hi 8" 16' 16' 43 3/4" 2 28 1/2- 16' 6'1 1 6" 60" 12 1 ALL HOOKS AS SHOWN TO D BE STD. SO°OR 135°HOOKS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS PAIRS 1 17.88 8.83 3 EQ SPCS =1'-3 7/8" E'T I-t 'OF1 i77L /(STRANDS / CONT. TTOM BARS TS ON SKEW E DETAILLUJ ell --- .. -'I' A )7 --l- - X 450 - - /-- ADEBOND 18 STRANDS ! CHAMFER TYP. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION 4-6" FROM EACH END SCALE: 1,0111 mi I_. simimimismaljmjj~ 0 10" D.C. MAX. 2 SPCS SEE SECTION e 12 5/6" LAYOUT - SKEWED TIES © BENT ENDS DETAIL 1 SCALE: 1/4=1'-O" - 01/) --loU &JI-5-011 ISSUED FOR APPROVAL NO. DAlE R(\I9CWS & ISAS NY (PP POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 LJ] PERRIS. CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA 02 CUR. EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-4 OEGRD DRARNI J.JR NOVEMBER 2001 WE REV. N ORG NO. (NCR. NOTED A 0117S-4 oou (NCR ______________________________ P60,1 NO. 0117 5(6(1 Iri EY' \; - PAIRS 8 SPA. © 2" 8 SPA. © 2" = 1-4" 3" 3" - = 1-4' SECTION B SCALE-.T/4-=I'-O-\\ - CONT. TOP BARS 0>- © 6" MARK 0 THIS END "S-S. MARK I- 4 '4O1) MK -n 4"O X 1 - LG METAL FLEX SLEEVE LOCATE BENT END 77 1 I 2i2 REINFORCING SCHEDULE SIZE OIJAN11TY t,ENG1H SKETCH #4 8 47-0 1/4" [ STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4 SEE BELOW #4 12 6-0 1/2" SEE BELOW #4 6 4-7 3/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6'-0" SEE BELOW 16.fl 16" 43 1/4' I i 12" 12" ) LF 16[' 116. 28 I/2 16" 60" 6 1 6 12"I ALL HOOKS AS SHOWN TO BE STD. 2OR 135°NOOKS - - --------------- I \CONTINUOUS KEYWAY - SEE DETAIL IL SECTIONS CONTINUOUS KEYWAY (3 08 /-I I-3 K 3 172 X 3-8 3/8" LG. 4 SEE DETAIL © SECTIONS 4II tSLEEVE 2." 9'—oc-st'c.'r U S METAL FLEX SLEEVE I t PICK 47- 76,o e,4c/ L 1'- 2 1 " 47-4 1/4" --- PLAN - INTERIOR P.S. CONCRETE VOIDED NO -4 1/4" MK( 7'l 4"0 X l'-,9e' LG. METAL FLEX SLEEVE LOCATE ABUT. END I' BENT END DECK SLAB TYPE BENT END FOR REINE'. DETAILS © SKEWED END(S) SPACING OF #4 TIE SETS (405) SKEWED TIE SETS SEE DETAIL SIMILAR Ol CONT. TOP BARS 0> - ol © 6" WN-- - (24)-1/2"0 CR. 270 KSI STRAIGHT PRESTRESS STR 8 DEBOND 18 STRANDS 4-6" FROM EACH END 30 SECTION 211' 98 3/4" X 450 CHAMFER TYP. SCALE: 1/4"1'-O" PARTIAL LONGITUDINAL SECTION A NO SCALE - 1 3/4 DRAFT - - - OF SLAB & VOID 1-Il 7/8" i-li 7/8' OF OOF VOID VOID 97/8" 1-2" 1-2" 97/8' Wi SETS © 10" 0. C. 47-10 1/2- 47'-4 1/4" MK CONTINUOUS KEYWAY -12"0 X J..-'1/8" LG. MKIL VOIDS FORMED W/ SONOVOID MK //Y , SEE DETAIL I SECTIONS (2)-1 CONTINUOUS KEYWAY (4) zv -9"0 X LG. /2" STRAND FORMING MATERIAL \\ SLEEVE / PICKING LOOPS / © (4) PLACES , VOID FORMED W/ SONOVOID TOP BARS 0 6" D.C. 7 LOCATE EA. END / CONT. TOP BARS ------------------- SEE DETAIL VOIDS SEE "PLAN" (3)- PAIRS - - () & SECTION E LOCATE © SLEEVE CA. END j1CONANSVERSE BARSeN\ p LOCATE EA. END RETURNED FOR COUK -1:10f ------------ DEC 3 --------------- -2001 MK I CONT. BOTTOM BARS "U" YAR,S 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" D.C. MAXIMUM = 43-9 1/4" 3-Il 3/4' OF - SLAB 1/2"o STRAND '-Il 7/8' I'-il 7 PICKING LOOPS liz~- ~OD - OF 7 ' PA IRS CONT. 7' )TTOM BARS _L147/8'= 8 SPA. © 2" 8 SPA. © 2" 1-4" 3"3" = 1-4" 47/8' 405 _____ TS ON SKEW SECTION ____________ rB I DETAILS SCALE: - -O" 1/4"=l' cn'"" b1J r TYP SEE DETAIL © SEC11ONS / / 3_j BA S I ANSVERSE FORMINGMATERIAL I - - - TI :r: - ---- 0 10' SEE SECTION e = 12 5/8" LAYOUT - SKEWED TIES 0 BENT ENDS DETAIL 1 SCALE: 1/4 =1-0' - BILL OF MATERIALS MARK NO. REO'D. IS DESCRIPTION 2 40 X 1LG METAL FLEX SLEEVE 1 3 1/20 X 3-8 3/8" LG. METAL FLEX SLEEVE -11 9"0 X.--48" LG. SONOVOID -z. 12"0 x 2-"17" LG. SONOVOID 4 DOUBLE 1/2' STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS ED 7 17.88 8.83 NO. DATE REVISIONS B BY APP. Ill-5-OlIISSUEDFORAPPROVAL POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 3EDSPCS LW PERRIS, CALIF. 92572 #411E SET SPACING POINSETTIA LANE OVERHEADWIDENING CITY OF_CARLSBAD._CALIFORNI _ A =1-3 7/8" 1 1,2" CLR. INTERIOR P.S. CONIC. VOIDED DECK SLAB TYPE "S-5" *N JJR _ NOVEMBER 2001 JSCALE REV. NO. DRWC. NO DIECXED _CHECXED___,I_EIACR. _NOTED _/\ _0117S5 CHIEF OCR. -- - ___________ PR NO 0117 _______ SHEET_ F_ - MARK 0 THIS END 47'-10 1/2 REINFORCING SCHEDULE 1 ____________________ MARK SIZE ouAN11r LENGTH SKETCH 47-4 1/4 #4 8 47-0 1/4" STRAIGHT (4)"0x 21-7 1/8" LG. F - - - , #4 114 6-0" SEE BELOW CONTINUOUS KEYWAY VOIDS FORMED W/ SONOVOID MK~' DETAILSEE SECTIONS METAL FLEX SLEEVE 4 12 0 (4) PLACES CONTINUOUS KEYWAY FORMED w/ SONOVOID 01 (t(.00' 1'-7%— SEE DETAIL 0 SECTIONS CONT. TRANSVERSEZ-l~ FORMING MATERIAL (tl I , --i FORMING MATERIAL EBENTEND _ 4-7 cli OLn - - - SEE BELOW #4 4 3'-8" STRAIGHT wP \I 1 ' #6 16 6 0 SEE BELOW i0 #4 3 5'2" SEE BELOW J L L I ~CONTINUOUS KEYWAY / - I \CON11NUOUS KEYWAY 16" (15" 43 1/4" MK( 1 k SEE DETAIL @SECTIONS (3)-' 1 I-3' MK , - L- 1 It p SEE DETAIL @ SECTIONS 750 X 2 SLEEVE 3 172 4"0 X 1'-,? LG. _- j.-4 11t(,-9 ' 'gj "U" BARS METAL FLEX SLEEVE LG. I I a PICK 12• 12 METAL FLEX SLEEVE ikp ATT 1'-2"--- - I ) LOCATE UT is- BENT 1/4 I '"EI' '"} 2 15, BENT END PLAN"'- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-6)" BENT END ) 281/2- NO SCALE -------- 16" 60" 47-4 1/4" FOR REINF. DETAILS 6" 116 12r ALL HOOKS AS SHOWN TO 0 SKEWED END(S) BE STD. 90°OR 135°HOOKS SEE DETAIL s (8)- 01 VOIDS SEE PLAN (3)- PAIRS TOP BARS 0 6" . ( - LOCATE EA. END O.C. & SECTION (4)- cONTRANSVERSEBARPN. LOCATE EA. END LOCATE 0 SLEEVE EA. END BILL OF MATERIALS 4 / 7 CONT. TOP BARS (2 TOP/2 BOT) "'\ '\ "h RETURNED FOR MARK 140. REO'D. OESCRIP11ON --------- 741 r JJ:TTT.7_I__ .::TJT:fl4_4. 2 40 X i'-V LG. METAL FLEX SLEEVE S ==== p DE C 3 - 2001 1 3 1/20 X 3'-8 3/8" LG. METAL FLEX SLEEVE - (4)- MK (E--5) ,, 1 30 X 1'3" LG. PVC SLEEVE CONT. BOTTOM BARS "U" BARS 3 1/2 0 X 3-8 3/8" LG. 1 O - - y: ED 8 METAL FLEX SLEEVE 1 3"O X 39-+/4" LG. PVC SLEEVE SPACING OF #4 TIE SETS 54 SPACES #4 TIE SETS © 10 O.C. MAXIMUM = 43-9 1/4" 1 40 X i&7" LG. PVC SLEEVE SKEWED TIE SETS SKEWED liE SETS 1 ' 40 X £-"4" LG. PVC SLEEVE L_3 SEE DETAIL 1 SIMILAR PARTIAL LONGITUDINAL SECTION A LU-I SEE DETAIL 1 SIMILAR - NO SCALE - 2 90 X 21-7 1/8" LG. SONOVOID 1 3-11 3/4" 3/1IJi" & r—(8)-() SETS (•}) 4 12"0 X 21-7 1/8" LG. SONOVOID OF OF / BOTTOM TOP BARS © 6" O.C. / SLAB • SLAB & VOID r' ri i 4 DOUBLE 1/2 STRAND PICKING LOOPS 1/2-0 STRAND 1-11 7/8 1-11 7/8 1-11 7/8 7/8 L!J—---------------------------------- 1'-))_ PICKING LOOPS I - OF VOID %Io SETS H H H 1 TABLE OF SLAB REQUIREMENTS 4"PVC 97/8' 1-2" 1"-2" 97/8" © 10 O.C. - - . PAIRS M - ARK MAKE APPROx. wT. TONS VOLUME CUBIC YARDS 3"PVC SLEEVES 1/4- DRAFT SLEEVES TYPICAL KEYWAY -- ---- CONT. TOP BARS 0> - izt IisII -mmm— I) ISSUED __FOR APPROVAL __________________ IL. !I!IiiII!I OF LPA "IRS STRANDS ______________________________ - IE-12 1 E—li E-12 -- X 450 --------______ _________________________________________________________ LLJI I ' '""•" - P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 CONT. )TTOM BARS 4 7/8" TS ON SKEW TE DETAILS 8 SPA 0 2" 8 SPA. 0 2 I = 1'-4 3 - = 1-4" 47/aj SECTION B SCALE: 1/4 (24)-1/2"'O GR. 270 KSI STRAIGHT PRESTRESS STRANDS ADBOND 18 STRANDS SECTION () 4-6 FROM EACH END SCALE: 1/4 -1 -0"' ~ _____ © 10" O.C. MAX. 2 SPCS 6 3/4 3 EQ SPCS' SEE SECTION = 12 5/8" =1-3 7/8" LAYOUT - SKEWED TIES @ BENT ENDS DETAIL #4 E SET SPACING N. . 2 CLR S POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-6" JJR DATE NOVEMBER 2001 REV I NOTED ° /\ I 0117S-6 SCALE: 1/4 =1'-O" ".-.-' WU S 0117 S(ET_ _ _ L LJ' 404 SPACING OF #4 TIE SETS SKEWED TIE SETS L SEE DETAIL e SIMILAR 49-1 1/4-- MARK 0 THIS END 48'-7- MK A MK MK - - - - - - (12)-INSERTS ,-7tJ.4')-12"0 X 2-"--1- LG. Fl--7" -22 (2)-1/2"' STRAND ON EXTERIOR FACE /'/ VOIDS FORMED W/ SONOVOID 3 4"O MK~ "TT-g" LG 5LE77 PICKING ,_-(SEEINSERTLOcATIONDIAGRAM) ,,,//// FORMING MATERIAL ,v' D FORMED W/ SONOVOID — L METAL FLEX SL OCATE BENT END CONTINUOUS KEYWAY -- /-//SD @SECTIoNSJ CTRANSVER FORMING MATERIAL -- ____ -6 TW CONTINUOUS KEYWAY 16" W1Dx 2" DEEP \\ SEE DETAIL © SECTIONS - 1, ,, BLOcUT © TOP i ,14?'- fl eiv' S ei .-\ i)4 — OF U'1MENT END ABUTMENT END 6f--1 ______ ---/.- \\-. -----I --L\ / EE EETEEHE . WP 4-0" I 3.--0 - ' ,, \CONTINUOUS KEYWAY MK('E- 5 i- -O —1 -1 SEE DETAIL © SECTIONS 3 3-8 3/8" LG. - METAL FLEX SLEEVE g SLEEVE J I PICK — 48'-7 1'-2"----- - DI AM TMT'PTflP D Q rflMPDt'P' TflTTWT' rv'ry QT AD "PVDP "/Q_"7\" BENT END I It SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) NO KEYWAY ABUTMENT END k co "' -- <= ('J -I MK<) 9" 40 X l'-,V LG. METAL FLEX SLEEVE LOCATE ABUT. END C4 CONT. Ol OP BARS 0> rxc.s.) A -tA &I FY PAIRS 8 SPA. 0 2" 8 SPA. © 2" 1'-4" 3'" 3" = 1-4" SECTION B - SCALE: '-I I OF STRANDS )-KI CON T.' / MOM BARS 47 8 405 TS ON SKEW E DETAILS (24)-1/20 GR. 270 KSI STRAIGHT PRESTRESS STRANDS DEBOND 18 STRANDS 4-6" FROM EACH END SECTION C SCALE: 1/4"l'-D" - / r (4)_ (3) CONT. BOOM BARS "U 3 1/2 0 X 3-8 3/8" LG. - 08 METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45 -0" gOF SLAB & VOID I-li 7/8" l'- 11 7/8" OF g OF VOID VOID 97/8" 1'-2" 1-2" 97/8" KIBOTTOM w-] 1 - - SETS © 10 0. C. PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4" N 1/4 DRAFT TYPICAL KEYWAY SKEWED TIE SETS SEE DETAIL @ SIMILAR -(8)- TOP BARS © 6" O.C. 7 1I1TTTI11P Wi SETS PAIRS MARK SIZE OUAN11FY LENGTH SKETCH #4 8 48-3" STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6-0 1/2" SEE BELOW #4 6 4'-7 3/4" SEE BELOW 406 #4 12 2-0" ' SEE BELOW #4 4 3-8" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6-0" SEE BELOW 16"fl is" 43 1/4" L i 12" 12" 28' ~u- 16L _1I " 43 "" 28 1/2" 60" 6" 1'-''1 6" I2 ALL HOOKS AS SHOWN TO BE STD. 9000R 135°HOOKS BILL OF MATERIALS MARK NO. REO'D. DESCRIP11ON 1 40 X 1-9" LG. METAL FLEX SLEEVE GED 1 40 X l'-Z^ LG. METAL FLEX SLEEVE -211 9"00 LG. SONOVOID A, 2- 12"0 X 22 2 4.,L2,-LG. SONOVOID 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 12 3/40 FERRULE LOOP INSERT. 3 1/4" LONG ( T 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE -OF SLAB REQUIREMENTS MARK MAKE APPROX. W. TONS VOLUME CUBIC YARDS TD 1 18.63 9.20 1/20 STRAND PICKING LOOPS REINFORCING SCHEDULE TOP BARS © 6" O.C. / LOCATE EA. END ~~NT TOP BARS (4)- JFffiED FOR. DcIEN DEC 3 - 2001 NO nqw LE FOR REINF. DETAILS © SKEWED END(S) Ii SEE DETAIL VOIDS SEE & SECTION CONT ANSVERSE BAR 2 SOT) (3)-<4O) PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END 3-11 3/4" OF 1 -11 7/8" SLAB1 '-ll 7/8" A A l _5_0hi ISSUED FOR APPROVAL " I NO. DATE REVISIONS & ISSUES DY ISP, POMEROY CORPORATION 450 P.O. BOX 2020 (909) 657-6093 CHAMFER TYP. PERRIS, CALIF. 92572 © 10" O.C. MAX. 3 EO SPCS #4 TIE SET PACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION =1-3 7/8" CITY OF CARLSBAD, CAUFORNI [AYOUT 2" CUR. A - SKEWED TIES © BENT END EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-7 DETAIL ("ii" 10" SPCS 1OATE NOVEMBER 2001 SCALA P(' NO OR NO. SCALE: 1/4"=1'-O" ABUT END SIMI1R EXCEPT O01(D ' NOTED 0117S-7 =1'-O 5/8- __________________________ 0 ow-R. ) P.N.0117 SHCCT__ 49-1 1/4 1MARK 0 THIS END 48-7 .S-8. MARK REINFORCING SCHEDULE SIZE OUANTITY LENGTH SKETCH (61_ #4 8 48-3" STRAIGHT I JL (4)-12"oX22-21/2LG. Ae NO KEYWAY 2 VOIDS FORMED W/ SONOVOID 3 4" 4 114 6-0" SEE BELOW -'— R _Y LG 0 (4) PLACES CONTINUOUS KEYWAY _(4)-G~ VOID FORMED W/ SONOVOID LOCATE BENT END #4 12 6'-0 1/2- SEE BELOW CONT. TRANSVERSE FORMING MATERIAL AS ND SEE DETAIL 0 SECTIONS /BARS LG. (a~D #4 6 4'-7 3/4" SEE BELOW __ ___ __________ STRAND FORMING MATERIAL FLEX SLEEVE ) o # I :: STRAIGHT 77=_===7== .•_J----____j_ #6 15 6 0 SEE BELOW ii ; - CONTINUOUS KEYWAY / 16 WIDE x 2" DEEP CONTINUOUS KEYWAY 408 - -" MK E-5 SEE DETAIL © SECTIONS 1' '1 MK E-2 / U ,. BLOCKOUT © TOP SEE DETAIL © SECTiONS , '' II 8 3 172-0 X 3' 3 " SLEEVE 16" IIB 43 1/4" 4"O X 1-7" LG. / i -' OF 9MNP END U BARS METAL FLEX SLEEVE LG. I 12' 12' METAL FLEX SLEEVE 44_P CAC. M PICK I 28' LOCATE ABUT. END 48-7" 1'-2'"-- I 15" 8' ABUTMENT END PLAN "— INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(s-a)" BENT END 16 j16 43 3/4' NO SCALE 281/2- 48'-7" FOR REINF. DETAILS © SKEWED END(S) 16" 60' I ("n SEE DETAIL (@ 6" 1 -fl 6 12" 1 ALL HOOKS AS SHOWN TO BE STD. 9OR 135°F-lOOKS VOIDS SEE "PLAN" (3)- PAIRS TOP BARS © 6' O.C. - (4)( & SECTION LOCATE © SLEEVE EA. END / LOCATE EA. END (4)-( CONT. BAR LOCATE EA. END BILL OF MATERIALS / CONT. TOP BARS 771(2 TOP/2 BOT) RETURNED FOR j MARK NO. REQD. DESCRIPTION Nil DEC 3 - 2001 ____ 1 4"0 X 1-9 LG. METAL FLEX SLEEVE tlll,I_ (4)_ (3)--" MK:) ________ 1 40 X 1-7" LG. METAL FLEX SLEEVE CONT. BOTTOM BARS "U' BARS 3 17' X 3'-8 3/8" LG. , 2 9"0 X 22-2 1/2" LG. SONOVOID _______ 402 METAL FLEX SLEEVE Jy. C404) 404 [jJJ 4 12"0 X 22'-2 1/2" LG. SONOVOID SPACING OF 1/4 TIE SETS 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45-0" E-5 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE I SKEWED TIE SETS LUJ SEE DETAIL(g) /T\ SIMILAR PARTIAL LONGITUDINAL SECTION NO SCALE SEE DETAIL 1T\ SIMILAR 1 40 X LG. PVC SLEEVE "N,:i'1 U~j 1 3,' 1 40 X -1 9 LG. PVC SLEEVE 3-11 3/4' 3/1 ! TOP & i— (8)- ,__.('J & SETS , OF gOF ______ BOTTOM TOP BARS © 6 O.C. / c -3 1 YO X i'81'/2 LG. PVC SLEEVE SLAB / .. SLAB & VOID ( 1/2 0 STRAND - 1-11 7/8 1-F1 7/8 1-11 7/8 1-11 7/6 g OF -' JrCiJ C4r( 1 "3 0 X-5-1/2 LG PVC SLEEVE PICKINGLOOPS VOID - VOID - &SETS ...-- II - - l 4"PVC S YPV LEEVES H114. DRAFT 97'8' 1 -2 l'-2" 97/8' © 10 O.C. IL IL II IL II JJL PAIRS TABLE OF SLAB REQUIREMENTS SLEEVES ! 9 A TYPICAL AY ___________ : MAKE APPROX: TONS VOLUME YARDS-71 TOP BARS 0> a 6" -- rl JEi. lI(L W-A a-- - 21/(01 — 11-5-01 ISSUED FOR APPROVAL JJR DATE REA90NS ISSUES By APP. PKARY flPPPTIflM OF /1" IED" r1 - ' ' \-3/4' X 450 STRAND S P.O. BOX 2020 (909)657-6093 ------------ PAIRS"'N CHAMFER TYP. I [j] PERRIS, CALIF. 92572 STRAIGHT PRESTRESS STRANDS/ ________________________________________________ CONT. OTTOM BARS I (24)-1/20 CR. 270 KSI 10' O.C. MAX. - L"L3 EQ SPCS #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING _47/8- 8 SPA 2' 8 SPA. 0 2' = 1'-4" 3.3" = 1-4" 47/8 ADEBOND 18 STRANDS SECTION SEE SECTION =1-3 7/8' CITY OF CARLSBAD, CALIFORNIA 4-6" FROM EACH END — LAYOUT - SKEWED TIES BENT END I 2 CLR INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S—B" ETS ON SKEW - SECTION SCALE: 1/4"1'-O" SCAU REV. NO. NO, DRVIQ ________ EE DETAILS ul~j _____________________ DETAIL L_To' 3 EQ SPCS J DE0GD AIR (DATE NOVEMBER 2001 (. NOTED i 01175_8 SCALE: 1/4=1'-O =1'-O 5/& D ____________________________________________ — SCALE: 1/4"1'-O" ABUT END SIMIUAR EXCEPT 0117 0, OCR. po.i wO S1tET STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #IName: 3551 Poinsettia Lane Widening J Mate: Project # 600-406 Submittal #14 I Description: Alternate Temporary Shoring j 12/4/0 1 Comments: 1. No exceptions taken Z No Exceptions Taken Amend and Resubmit 0 Make Corrections Noted fl Rejected - See Remarks Checking is only for general conformance with the design concepr6f the projecrandeneral compliance with the information given in the contract documents. Any action1wn is subject to the requirement of the plans and specifications. The contractor is responsible for diineusions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction.. coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENG[NEERENG Checked By: Date:/1/4/o/ 9968 Hibert Street, Suite 202, San. Diego, CA 92131 PH(858)566-3113 F(858)566-6844 HERZOG CONTRACTING CORP. 0070 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: November 30, 2001 Project Name: Poinsettia Lane To: City of Carlsbad Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad 1635 Faraday Ave Attn: Mark Plotnlklewlcz Carlsbad, CA 92008 Construction Manager Submittal No 2214 This is an Original This is a Revision of Submittal vee Submittal No.: NA Subject of Submittal: Alternate temporary shoring for pier footings Specification Section(s): Appendix 'B" Plan Sheet Numbers(s): N.A. COPIES DATE NO. DESRIPTION -I 3 11-29-01 53 Shop drawings for shoring at pier footings 3 11-29-01 1-5 Calculations for shoring at pier footings Contractor's Certification: Check and complete either (A) or (B) be1ow. (A\ We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the reguirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Co ctor's Authorized Signature: Thomas T.Beutler, Project Manager IV Ctayey Sandstone Silty Sandstone qo1. 1 qrr iID3? 11 I .1 /)41) (us) .- L iii) (.2) (4 .'2.) .1 0.0) (2:) (.)i+ (D) (')C4.I) 2T 01 / / 2.. q0j 4ç 2Lri APPENDIX C Addendum No.1 to Chart 3.6 For lateral pressure values of excavations closer than 8'-6" to center line of track use thp following table in lieu of the dashed line of the upper pressure curve of Chart 3.6. The upper pressure curve in Chart 3.6 is to be used for all excavations. All values of X equal the distance from center line of track to the face of excavations. LATERAL PREssURE Ph (psf) X -> Ft. S 8.5 7.5 .5 &•° 5.5 4.5 DEPTH Ft. 0 100 100 100 100 100 100 1 374 500 . 770 1310 1530 1.5 511 692 1105 t-° 1310 1420 2. 648 899 1105 2- 1310 1310 2.5 785 899 1105 1208 1208 3 785 899 1105WS 1105 1105 4 785 899 899 Wl 899 899 4.5 785 842 842 4i.. 842 842 5 785 785 785 -TtC 785 5.5 729 729 729 729 6.5 617 617 617 7.5 504 504 8.5 390 20a-5 ALLOWABLE STRESSES AND FACTORS OF SAFETY 5.1 Structural Steel Axial Tension = F/1.5 (24,000 psi for A36 Steel) Steel Sheet Pile Section, AREA Chapter 8 Anchor Rods, AREA Chapter 8, Part 20 Sect. E, Article 7 Flexural Tension = F/1.5 (24,000 psi for A36 Steel) C-5 Revised 9/92 +15 -CANTILEVER SOLDIER PILES DATE: 11/29/01 Poinsettia Lane Bridge Widen H(ft) 8 8 fl f 0.93 1.00 0.70 Ka 0.27 0.27 0.27 Kp 3.69 3.69 3.69 I SOIL WT(pcf) 130.00 130.00 130.00 Hs (ft) 8.00 8.00 7.00 I SURCHARGE (psf) 1,363.00 1,363.00 Pal 280.80 280.80 245.70 I Pal 261.14 280.80 171.99 Pa2 1,164.05 1,230.96 579.36 Pe 11,175.66 11,754.52 4,988.04 Pi 15,005.77 15,872.92 7,510.56 Z 10.64 10.37 5.74 MOMENT (135.67) (111.20) (89.24) 0 27.66 27.07 16.58 DEPTH REQ W1I.3 FS (ft) 35.96 35.19 21.55 '1' PT OF ZERO SHEAR 0.63 0.63 0.55 SURCHARGE c A 1,267.59 1,363.00 378.00 SHEAR a A 11,704.58 11,764.84 3,988.89 TOTAL SHEAR a A 12,910.25 12,976.72 4,896.37 X 11.55 11.30 6.96 ITERATION 28.59 6.87 10.75 Ma 17,664.76 17,436.10 8,815.31 Mb (106,181.07) (106,918.67) (17,488.15) Mc 176,443.94 173,717.94 41,627.75 Md 7,720.62 8,131.37 1,419.89 TOTAL MOMENT 95,648.25 92,366.74 34,374.79 Pile Spacing (ft) 6.00 4.25 8.00 Sreg (1n3) 286.94 196.28 150.00 OIL PROPERTIES layey Sandstone 'OIL wr= 130 PCF HI= 35 DEGREES URCHARGE=1,363 PSF c o 'ILE PROPERTIES 4' DIAMETER DRILLED HOLE VIth 2 Sack Slumy JSE W14X120 SOLDIER BEAM =.93w/Pile@6'OC =.7 w/Pile © 8' CC £-c-&. LkUL L'. i.Ly ç= z- -. - (_-q) L 4 (•?8L (J5 cL-ci i' 'CANT1LEVER SOLDIER PILES DATE: 11/29/01 Poinsetha Lane Bridge Widen BEAM H(ft) 8 8 7 f 0.93 1.00 0.56 I Ka 0.27 0.27 0.27 Kp 3.69 3.69 3.69 SOIL WT (pcf) 130.00 130.00 130.00 Hs (ft) 8.00 8.00 7.00 SURCHARGE (psf) 1,363.00 1,363.00 Pal 280.80 280.80 245.70 Pal 261.14 280.80 137.59 Pa2 1,164.05 1,230.96 491.79 Pe 11,175.66 11,754.52 4,348.96 Pi 15,005.77 15,872.92 6,366.97 Z 10.64 10.37 6.37 MOMENT (135.67) (111.20) (32.10) 0 27.66 27.07 18.02 DEPTH REQ WII.3 FS (ft) 35.96 35.19 23.43 Y PT OF ZERO SHEAR 0.63 0.63 0.55 SURCHARGE @ A 1,267.59 1,363.00 302.40 SHEARA 11,704.58 11,764.84 3,947.12 TOTAL SHEAR @ A 12,910.25 12,976.72 4,845.08 X 11.55 11.30 7.57 ITERATION 28.59 6.87 (0.48) Ma 17,664.76 17,436.10 9,293.42 Mb (106,181.07) (106,918.67) (18,000.891 Mc 176,443.94 173,717.94 43,933.55 Md 7,720.62 8,131.37 1,228.14 TOTAL MOMENT 95,648.25 92,366.74 36,454.22 Pile Spacing (ft) 6.00 4.25 1 10.00 Sreg 00) 286.94 196.281 198.84 OIL PROPERTIES Iayey Sandstone 30ILWT= 130 PCF 'HI =35 DEGREES 3URCHARGE=1,363 PSF .S=1.3 'ILE PROPERTIES 4" DLMETER DRILLED HOLE With 2 Sack Slumy JSE W14X120 SOLDIER BEAM .93 w/Pile @ 6' CC =.7 w/Pile © 8' OC co P -c---- k*-f-4h' ID, (/ .(P& L cL.j7 - U1Ls,4-471 ___ 1 (71P7 .) 4 ( L2\ IL.. 11 t (z- Boussinesg Equation Live Load Surcharge - Cooper E80 Loading CLT= 6 f TL= 9 f q= 1777.778 plf exc. ht.= 8 ft Ht. From Angle B Angle A Pressure Actual Load (ft) (radians) (radians) (ps (ft), 0 #DIV/0! #DIV/0! #DIV/0! 8 1 0.4931 1.2293 971.05 2 0.7391 1.0130 1150.94 6 3 0.8288 0.8781 1049.52 5 4 0.8480 0.7828 89964 4 5 0.8349 0.7089 756.08 3 6 0.8067 0.8483 630.89 2 7 0.7717 0.5969 525.40 1 8 0.7344 0.5525 437.91 0 9 0.6970 0.5137 365.92 -1 10 0.6609 0.4793 306.89 -2 11 0.6266 0.4488 . 258.52 -3 12 0.5945 0.4216 218.84 -4 13 0.5645 0.3971 186.20 -5 14 0.5368 0.3751 159.26 -6 15 0.5111 0.3552 136.93 -7 16 0.4873 0.3371 118.33 - 17 0.4653 0.3207 102.77 -9 18 0.4449 0.3056 89.69 -10 19 0.4261 0.2918 78.64 -11 20 0,4086 0.2792 69.28 -12 21 0.3923 0.2675 61.26 -13 22 0.3772 02567 54.40 -14 23 0.3631 0.2467 48.49 -15 24 0.3500 0.2374 43.38 -16 25 0.3377 0.2288 38.95 -17 26 0.3262 0.2207 35.08 -18 27 0.3154 0.2132 . 31.70 -19 28 0.3053 0.2061 28.73 20 29 0.2957 0.1995 26.11 -21 30 0.2867 0.1933 23.79 -22 31 0.2782 .0.1875 21.74 .23 32 0.2702 0.1819 19.91 -24 33 0.2626 0.1767 18.27 - -25 34 0.2554 0.1718 ----16.81 -26 35 0.2486 0.1671 15.50 -27 36 _0.2422 0.1627 1432 - -28 CLT=Distance from centerline of track to face of excavation TL=Tie Length (9' is standard) q=Liniform surcharge load from train (800001bs I (5 x TL) 01-1 4ON \WO1.TF rrr' r Checked By: Date: 11/74/Of vir SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project if/Name: 3551 Poinsettia Lane Widening I SWE Project if 600-406 Submittal #10 Description: Pipe Support Hangers I Date: 11/26/01 Comments: 1 Please refer to the attached marked-up drawings for comments. 2. The contractor is to provide the fabricator the actual O.D. of the pipe to be used in order for the fabricator to construct the abutment pipe support. El No Exceptions Taken El Amend and Resubmit Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(858)566-3113 F(858)566-6844 Ulmer Industries Inc. P.O. Box 2299 1.. i;•ri' iit o i Glendora, CA 91741 RECEIVED OCT 0 2 2001 BY:sup :W TRANSMITTAL NTLEMEN. WE ARE SENDING YOU E9'Atlached 0 Under separate cuver vie AJ(,i1_ the following Items; drawings 0 LimIt LI Plaits D Samples 0 Specifications El Cauoqs Change order LI - .'cr4ilII1s1r I4ESE ARE TRANSMITTEL) as checked below: approval 0 Approved as suntied [J Rmsutjsimii - copies for approval 0 For your use Approved as noted Li Submit copies 1w distrIbution 0 As requasted (J fletus imeti (or correctiuns - flittri ii - corrected prints El For r.vlsw and commnomst...... Li D FOR BIDSDUE - 19 D PRIN IS RETUflNEL) AFTER LOAN TO US E M A A KS - Ewy 1Q 1—Hg ,4&'v Ajfiii QrJfO Th?As) iZ5, ECE1VED BY OPY TO iftuRdYA rm nop urawung I ransmitt Date: October 11, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 P.O. Box 2510 San Diego, CA 92051 To: Simon & Wong 9968 Hibert St. San Diego, CA 92131 Attn: Mark Plotnikiewicz Construction Inspector ING CORP. Submittal No 010 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Pipe Support Hangers Specification Section(s): 2-5.3.3.1 Plan Sheet Numbers(s): 48 I31i NO. I DESRIPTION 7 9/27/01 1-4 Shop drwgs for pipe hanger A', "B", abut supports, and bracing Contractors Certification: Check and complete either (A) or (B) below. (A' We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: = ure: Thomas T.Beutler, Project Manager 8 II. • II- 16 1 PIPE IWGE ® "- 7. HP, LAJE /EO GA L ~ V, =,A4p7T woz- G:;A~ e v-- MVI. I 4L &TI. St•fi4U. '1Z2 A 460b GfS 2.4 LL SIM StL ca,4FO9mTb 4,S,TM, ALL '3RA-LL A! .T.M. Acfl. a L "OLE I I II II/J.Fv Tip 1) 4 I I ' MO1. '1 1, ALL flAE 6TEL SFft*.. 177 A,c.TJA. 4o GILg I'PE /-i4A/Lct' ®4A.I-ALL STM S4AtL zoAFoetATb .• .• 3. '2 0 • 2 • et A..TM. 1 • i •rr A'aQ. • '0 -14 - L AID-1 TO1WL i t tjJveqo iø I 0 -1 -h-' -b-> • rH.' -73 V. • Ii HERZOG C P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewlcz Construction Inspector Shop Drawing TransmIflaII-orrn•-' Date: November 14, 2001 Project Name: Poinsettia Lane Overhead Wide610V 1 5 200 Project No.: 3551 L.... Owner: City of Cal lbad CITY OF 1635 ,Ely Carlsbad, CA 92008 Submittal No 002-B This is an Original This is a Revision of Submittal no Submittal No.: 002 Subject of Submittal: Baseline Schedule Specification Section(s): 6-1.1.1 Plan Sheet Numbers(s): N.A. COPIES DATE NO. DESRIPTION 3 11-14-01 1-10 Tabular listing 3 11-14-01 1&2 .Bar Chart 1 11-14-01 Floppy Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirement s specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: ctorsAuthorized Sig ure: omas T.Beutler, Project Manager He'rzog Contracting Corp. PRIMAVERA PROJECT PLANNER Poinsettia Lane Overhead Widening REPORT DATE 14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02* 10:37 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 1 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR OUR CAL % CODE START FINISH START FINISH FLOAT 100 0 0 1 100 OWN Award Contract 24JUL01A 24JULO1A S.L.D.F., 1000.FS 0. 1. 0, 3015.FS 0. 1. 26 S.L.D.F.,- 3017.FS 0. 5. 19, 3020.FS 0. 0. S.L.D.F., 3035.FS 0. 0. , 3040.FS 0. 1. 34 P.L.D.F.,* 100.FS 0. 0. 3040 5 1 1 90 HCC Right of Entry Permit - Prepare 6AUG01A 10SEP01 26OCT01 34 S.L.D.F., 3540.FS 0. 2. 19, P.L.D.F., 100.FS 0. 0. 3020 5 0 1 100 HCC Shoring @ Piers - Prepare 13AUGO1A 27AUGO1A S.L.D.F., 3520.FS 0. 20. 19, P.L.D.F., 100.FS 0. 0. 3035 5 0 1 100 HCC Concrete Mix Designs - Prepare 20AUG01A 27AUG01A S.L.D.F., 3535.E'S 0. 20. 17, 100.FS 0. 0. 3015 5 1 1 90 PH Demolition Plan - Prepare 27AUG01A 10SEP01 160CT01 26 S.L.D.F., 3515.FS 0. 10. 11, P.L.D.F.,* 100.FS 0. 0. 3017 5 5 1 0 HCC Demo Shield - Prepare 10SEP01 14SEP01 50CT01 11OCT01 19 S.L.D.F., 3517.FS 0. 10. 81 P.L.D.F., 100.FS 0. 0. 1000 1 1 1 0 NTP 1OCT01* 1OCT01 10CT01* 1OCT01 0 S.L.D.F.,* 2000.FS 0. 10. 10, 3025.FS 0. 15. 24 S.L.D.F...* 3030.FS 0. 10. 49,* 3515.FS 0. 10. 11 S.L.D.F., 3517.FS 0. 10. 8,* 3520.FS 0. 20. 19 S.L.D.F.,* 3535.FS 0. 20. 17,* 3537.FS 0. 10. 88 S.L.D.F...* 3540.FS 0. 2. 19, 3545.FS 0. 20. 81 S.L.D.F.,* 4027.FS 0. 30. l, 30001.FS 0. 5. 15 S.L.D.F., 80000.SS 0. 1. 10, P.L.D.F.,* 1000.FS 0. 1. 0, 4027 30 30 1 0 FP Furnish Pile 20CT01 12NOV01 3OCT01 13NOV01 S.L.D.F.,* 50020.FS 0. 6. 1, 27 P.L.D.F.,* 1000.FS 0. 1. 0, 3017.FS 0. 5. 19 3517 10 1 0 OWN Demo Shield - Review 20CT01 150CT01 120CT01 250CT01 8 S.L.D.F.,* 50003.FS 0. 3. 8, Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER Poinsettia Lane Overhead Widening REPORT DATE ,I4NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02 10:37 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 2 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR DUR CAL % CODE START FINISH START FINISH FLOAT P.L.D.F., * 1000.FS 0. 1. 0, 2000 10 10 1 0 HCC Class A Field Office 20CT01 15OCT01 160CT01 290CT01 10 S.L.D.F.,* 10000.FS 0. 1. 10, P.L.D.F.,* 1000.FS 0. 1. 0, 3015.FS 0. 1. 26 3515 10 10 1 0 OWN Demolition Plan - Review 20CT01 15OCT01 17OCT01 30OCT01 11 S.L.D.F., 50000.FS 0. 5. 8, P.L.D.F., 1000.FS 0. 1. 0, 30001 5 5 1 0 HCC Pothole Utilities 20CT01 8OCT01 230CT01 290CT01 15 S.L.D.F., 3000.FS 0. 10. 24,* 3005.FS 0. 10. 16 S.L.D.F.,* 3010.FS 0. 10. 15, P.L.D.F., 1000.8'S 0. 1. 0, 3035.FS 0. 0. 3535 20 20 1 0 HCC Concrete Mix Designs - Review 20CT01 290CT01 250CT01 21NOV01 17 S.L.D.F., 40000.FS 0. 5. 15, 50035.FS 0. 10. 1 S.L.D.F., 50055.8'S 0. 15. 1, P.L.D.F. , * 1000.FS 0. 1. 0, 3020.8'S 0. 0. 3520 20 20 1 0 HCC Shoring 8 Piers - Review 20CT01 290CT01 290CT01 23NOV01 19 S.L.D.F., 50010.8'S 0. 3. 18, P.L.D.F., 1000.8'S 0. 1. 0, 3040.8'S 0. 1. 34 3540 2 2 1 0 RR Right of Entry Permit - Review 20CT01 30CT01 290CT01 30OCT01 19 S.L.D.F., 50000.8'S 0. 5. 8, P.L.D.F., * 1000.8'S 0. 1. 0, 3025 15 15 1 0 PC Precast Girder Shop Drawings - Prepare 20CT01 220CT01 5NOV01 23NOV01 24 S.L.D.F.,* 3525.8'S 0. 20. 24, P.L.D.F.,* 1000.8'S 0. 1. 0, 3030 10 10 1 0 HCC Girder Erection Plan - Prepare 20CT01 150CT01 10DEC01 21DEC01 49 S.L.D.F.,* 3530.8'S 0. 20. 49, P.L.D.F., 1000.FS 0. 1. 0, 3545 20 20 1 0 Chain Link Railing Shop Drawings - Review 20CT01 290CT01 23JAN02 19FEB02 81 S.L.D.F., 50100.FS 0. 5. 4, P.L.D.F., 1000.FS 0. 1. 0, 3537 10 10 1 0 OWN Ac. Mix Design - Review. 20CT01 15OCT01 1FEB02 14FEB02 88 Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER Poinsettia Lane Overhead Widening REPORT DATE,14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02 10:3? Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 3 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR DUR CAL % CODE START FINISH START FINISH FLOAT S.L.D.F., 20015.FS 0. 1. 2, 20025.FS 0. 1. 9 P.L.D.F.,* 30001.FS 0. 5. is, 3010 10 10 1 0 HCC 21" Sewer Shop Drawings Prepare 90CT01 220CT01 30OCT01 12NOV01 15 S.L.D.F.,* 3510.FS 0. 20. 15, P.L.D.F.,* 30001.FS 0. 5. 15, 3005 10 10 1 0 HCC 12" WL Shop Drawings Prepare 90CT01 220CT01 31OCT01 13NOV01 16 S.L.D.F.,* 3505.FS 0. 20. 16, P.L.D.F., 30001.FS 0. 5. 15, 3000 10 10 1 0 HCC 8" RWL Shop Drawings Prepare 90CT01 220CT01 12NOV01 23NOV01 24 S.L.D.F.,* 3500.FS 0. 20. 24, P.L.D.F.,* 3517.FS 0. 10. 8, 50003 3 3 1 0 HCC Install Demo Shield 160CT01 18OCT01 260CT01 30OCT01 8 S.L.D.F.,* 50000.FS 0. 5. 8, P.L.D.F., 2000.FS 0. 10. 10,* 80000.FF 0. 1. 10 10000 1 1 1 0 Stage 1 Traffic Control 160CT01 160CT01 30OCT01 30OCT01 10 S.L.D.F.,* 20010.FS 0. 1. 55, 30035.FS 0. 3. 15 S.L.D.F., 50000.FS 0. 5. 8, P.L.D.F., 1000.SS 0. 1. 0, 80000 1 1 1 0 Close NCTD Bus Stop 160CT01 160CT01 30OCT01 30OCT01 10 S.L.D.F.,* 10000.FF 0. 1. 10, P.L.D.F.,* 3030.FS 0. 10. 49, 3530 20 20 1 0 HCC Girder Erection Plan - Review 160CT01 12NOV01 24DEC01 18JAN02 49 S.L.D.F., 50085.FS 0. 3. 1, P.L.D.F.,* 20010.SS 0. 1. 55, 20000 3 3 1 0 Clear & Grubb 17OCT01 190CT01 2JAN02 4JAN02 55 S.L.D.F., 30025.F5 0. 2. 24, P.L.D.F.,* 10000.FS 0. 1. 10, 20010 1 1 1 0 Enviornxnental Fencing 17OCT01 170CT01 2JAN02 2JAN02 55 S.L.D.F., 20000.SS 0. 3. 55, 30000.FS 0. 5. 64 ------------------------Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER Poinsettia Lane Overhead Widening REPORT DATE 14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02 10:31 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 4 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR DUR CAL % CODE START FINISH START FINISH FLOAT ----- P.L.D.F.,* 20010.FS 0. 1. 55, 30000 5 5 1 0 Storm Drain A Inlet Structure 18OCT01 240CT01 16JAN02 22JAN02 64 S.L.D.F., 40005.FS 0. 5. 15, P.L.D.F., 3515.FS 0. 10. 11, 3540.FS 0. 19 P.L.D.F., 10000.FS 0. 1. 10, 50003.FS 0. 8 50000 5 5 1 0 Bridge Removal 190CT01 250CT01 31OCT01 6NOV01 8 S.L.D.F.,* 50005.FS 0. 5. 8, P.L.D.F., 3010.FS 0. 10. 15, 3510 20 20 1 0 OWN 21" Sewer Shop Drawings Review 230CT01 19NOV01 13NOV01 10DEC01 15 S.L.D.F., 4010.FS 0. 20. 15, P.L.D.F.,* 3005.FS 0. 10. 16, 3505 20 20 1 0 OWN 12" WL Shop Drawings Review 230CT01 19NOV01 14NOV01 11DEC01 16 S.L.D.F.,. 4005.FS 0. 20. 16, P.L.D.F.,* 3000.FS 0. 10. 24, 3500 20 20 1 0 OWN 8" RWL Shop Drawings Review 230CT01 19NOV01 26NOV01 21DEC01 24 S.L.D.F.,* 4000.FS 0. 10. 24, P.L.D.F.,* 3025.FS 0. 15. 24, 3525 20 20 1 0 OWN Precast Girder Shop Drawings - Review 230CT01 19NOV01 26NOV01 21DEC01 24 S.L.D.F.,- 4025.FS 0. 20. 24, P.L.D.F.,* 50000.FS 0. 5. 8, 50005 5 5 1 0 Structure Excavation 26OCT01 1NOV01 7NOV01 13NOV01 8 S.L.D.F.,* 50010.SS 3. 3. 18, 50020.FS 0. 6. 1 P.L.D.F., 3520.FS 0. 20. 19,* 50005.SS 3. 5. 8 50010 3 3 1 0 Shoring @ Pier Footings 31OCT01 2NOV01 26NOV01 28NOV01 18 S.L.D.F., 50015.FS 0. 5. 6, P.L.D.F.,* 4027.FS 0. 30. 1, 50005.FS 0. 5. 8 50020 6 6 1 0 Piling 8 Abutments (40EA) 13NOV01 20NOV01 14NOV01 21NOV01 1 S.L.D.F.,* 50015.FS 0. 5. 6,* 50030.FS 0. 2. 1 S.L.D.F., 50035.SS 3. 10. 1, P.L.D.F.,* 3510.FS 0. 20. 15, 4010 20 20 1 0 HCC 21" Sewer Fabricate 20NOV01 17DEC01 11DEC01 7JAN02 15 Poinsettia Lane Overhead Widening START DATE 10SEP01 FIN DATE 22MAY02* DATA DATE 10SEP01 PAGE NO. 5 Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER REPORT DAA 14NOV01 RUN NO. 45 10:37 Schedule Report - Predecessors & Successors ACTIVITY ORIG REM ACTIVITY DESCRIPTION ID OUR DUR CAL % CODE S.L.D.F.,* 30035.FS 0. 3. 15, P.L.D.F., 3505.FS 0. 20. 16, 4005 20 20 1 0 HCC 12" WL Fabricate S.L.D.F.,* 30015.FS 0. 2. 16, P.L.D.F.,* 3500.FS 0. 20. 24, 4000 10 10 1 0 HCC 8" RWL Fabricate S.L.D.F., 30020.FS 0. 5. 34, 30025.FS P.L.D.F., 3525.FS 0. 20. 24, 4025 20 20 1 0 PC Precast Girders Fabricate S.L.D.F., 50085.FS 0. 3. 1, P.L.D.F., 50020.FS 0. 6. 1, 50030 2 2 1 0 HCC Drill & Bond 8 Abutments S.L.D.F., 50025.FS 0. 2. 6,* 50035.SS P.L.D.F., 3535.FS 0. 20. 17, 50020.SS P.L.D.F.,* 50030.SS 0. 2. 1, 50035 10 10 1 0 F/RIP Abutment Footings S.L.D.F...* 50045.SS 5. 20. 8,* 50055.FS P.L.D.F., 50010.FS 0. 3. 18,* 50020.FS 50.015 5 5 1 0 Piling 8 Piers (28EA) S.L.D.F.,* 50025.FS 0. 2. 6, 50055.SS P.L.D.F., 50015.FS 0. 5. 6, 50030.FS 50025 2 2 1 0 Drill & Bond Piers S.L.D.F., 50055.SS 0. 15. 1, P.L.D.F.,* 50035.SS 5. 10. 1, 50045 20 20 1 0 HCC F/R/P Abutments S.L.D.F., • 50065.FS 0. 3. 8,* 50070.FS P.L.D.F., 4000.FS 0. 10. 24, 20000.FS 30025 2 2 1 0 8" RWL Sta 60+97 - 61+86 S.L.D.F., 30015.FS 0. 2. 16, EARLY EARLY LATE LATE TOTAL START FINISH START FINISH FLOAT 20NOV01 17DEC01 12DEC01 8JAN02 16 20NOV01 3DEC01 24DEC01 4JAN02 24 0. 2. 24 20NOV01 17DEC01 24DEC01 18JAN02 24 21NOV01 22NOV01 22NOV01 23NOV01 0. 10. 1 3. 6. 1 21NOV01 4DEC01 22NOV01 5DEC01 1 0. 15. 1 0. 6. 1 21NOV01 27NOV01 29NOV01 5DEC01 6 3. 15. 1 0. 2. 1 28NOV01 29NOV01 6DEC01 7DEC01 6 28NOV01 25DEC01 10DEC01 4JAN02 B 0. 5. 8 0. 3. 55 4DEC01 5DEC01 7JAN02 8JAN02 24 Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER Poinsettia Lane Overhead Widening REPORT DATE 14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02* 10:37 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 6 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR DUR CAL % CODE START FINISH START FINISH FLOAT P.L.D.F., 3535.FS 0. 20. 17, 50015.SS 3. 5. 6 P.L.D.F., 50025.SS 0. 2. 6, 50035.FS 0. 10. 1 50055 15 15 1 0 HCC F/RIP Pier Footings 5DEC01 25DEC01 6DEC01 26DEC01 1 S.L.D.F.,* 50060.SS 8. 20. 1, P.L.D.F., 50055.SS 8. 15. 1, 50060 20 20 1 0 11CC F/R/P Piers 17DEC01 11JAN02 18DEC01 14JAN02 1 S.L.D.F.,* 50075.FS 0. 4. 1, P.L.D.F.,* 4010.FS 0. 20. 15, 10000.FS 0. 1. 10 30035 3 3 1 0 21" Sewer - Portion 18DEC01 20DEC01 8JAN02 10JAN02 15 S.L.D.F.,* 20005.FS 0. 3. 15, P.L.D.F.,* 4005.FS 0. 20. 16, 30025.FS 0. 2. 24 30015 2 2 1 0 12" WL Sta 31+00 - 31+84 18DEC01 19DEC01 9JAN02 10JAN02 16 S.L.D.F., 20005.FS 0. 3. 15,* 30020.FS 0. 5. 34 P.L.D.F., 4000.FS 0. 10. 24, 30015.FS 0. 16 30020 5 5 1 0 8" RWL Sta 40+00 - 44+08 20DEC01 26DEC01 6FEB02 12FEB02 34 S.L.D.F., 20020.FS 0. 2. 16,* 90010.FS 0. 1. 34 P.L.D.F., 30015.FS 0. 2. 16,* 30035.FS 0. 15 20005 3 3 1 0 Excavate For Barrier 21DEC01 25DEC01 11JAN02 15JAN02 15 S.L.D.F., 40000.FS 0. 5. 15, P.L.D.F., 50045.FS 0. 20. 8, 50065 3 3 1 0 PH Remove Existing Wing Walls 26DEC01 28DEC01 7JAN02 9JAN02 8 S.L.D.F.,* 30005.FS 0. 2. 81 P.L.D.F.,* 30005.FF 0. 2. 8,* 50045.FS 0. 20. 8 50070 5 5 1 0 11CC Backfill Abutments 26DEC01 1JAN02 7JAN02 11JAN02 8 S.L.D.F.,* 50080.FS 0. 5. 8, P.L.D.F., 3535.FS 0. 20. 17,* 20005.FS 0. 3. 15 40000 5 5 1 0 Barrier Rail Pile 26DEC01 1JAN02 16JAN02 22JAN02 15 S.L.D.F.,- 40005.FS 0. 5. 15, P.L.D.F.,* 30020.FS 0. 5. 34, 90010 1 1 1 0 CLE Irrigation Sleeve Sta 1754+25 27DEC01 27DEC01 13FEB02 13FEB02 34 Poinsettia Lane Overhead Widening START DATE 10SEP01 FIN DATE 22MAY02 DATA DATE 10SEP01 PAGE NO. 7 / Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER REPORT DATE .14NOV01 RUN NO. 45 10:37 Schedule Report - Predecessors & Successors ACTIVITY ORIG REM ACTIVITY DESCRIPTION ID DUR DUR CAL % CODE S.L.D.F, 20020.FS 0. 2. 16, P.L.D.F., 50065.FS 0. 3. 8, 30005 2 2 1 0 Vault Drains S.L.D.F.,* 50070.FF 0. 5. 8, P.L.D.F.,* 50070.FS 0. 5. 81 50080 5 5 1 0 HCC Repair Slope Paving S.L.D.F., 50085.FS 0. 3. 1, P.L.D.F., 30000.FS 0. 5. 64, 40000.FS 40005 5 5 1 0 Barrier Rail Footing S.L.D.F., 40010.FS 0. 8. 15, P.L.D.F.,* 40005.FS 0. 5. 15, 40010 8 8 1 0 Barrier Rail S.L.D.F., 20020.FS 0. 2. 16,* 60000.FS P.L.D.F.,* 50060.FS 0. 20. 1, 50075 4 4 1 0 HCC Backfill Piers S.L.D.F.,* 50085.FS 0. 3. 1, P.L.D.F., 3530.FS 0. 20. 49, 4025.FS P.L.D.F.,* 50075.FS 0. 4. 1, 50080.FS 50085 3 3 1 0 HCC Set Girders S.L.D.F., 50090.FS 0. 10. 4,* 50095.FS S.L.D.F.,* 50105.FS 0. 4. 2, P.L.D.F.,* 40010.FS 0. 8. 15, 60000 2 2 1 0 Lighting Conduit S.L.D.F., 20020.FS 0. 16,* 60005.FS P.L.D.F.,* 50085.FS 0. 1, 50095 10 10 1 0 HCC F/RIP Median Curb on Bridge S.L.D.F., 20015.FS 0. 1. 2,* 30040.FS P.L.D.F., 50085.FS 0. 3. 1, 50105 4 4 1 0 HCC TPB 8 Approach Slabs S.L.D.F., 50110.FS 0. 8. 2, EARLY EARLY LATE LATE TOTAL START FINISH START FINISH FLOAT 31DEC01 1JAN02 10JAN02 11JAN02 8 2JAN02 8JAN02 14JAN02 18JAN02 8 0. 5. 15 2JAN02 8JAN02 23JAN02 29JAN02 15 9JAN02 18JAN02 30JAN02 8FEB02 15 0. 2. 15 14JAN02 17JAN02 15JAN02 18JAN02 1 0. 20. 24 0. 5. 8 18JAN02 22JAN02 21JAN02 23JAN02 1 0. 10. 1 21JAN02 22JAN02 11FEB02 12FEB02 15 0. 10. 15 23JAN02 5FEB02 24JAN02 6FEB02 1 0. 5. 1 23JAN02 28JAN02 25JAN02 30JAN02 2 Herzog Contracting Corp. 'Iki4AVE?.A POJECT PN) Poinsettia Lane Overhead Widening REPORT DATE.14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02 10:31 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 8 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID OUR DUR CAL % CODE START FINISH START FINISH FLOAT ----- P.L.D.F.,- 50085.FS 0. 3. 1, 50090 10 10 1 0 HCC F/R/P Curtain Wall 23JAN02 5FEB02 29JAN02 11FEB02 4 S.L.D.F., 50115.FS 0. 3. 2, P.L.D.F.,* 60000.FS 0. 2. is, 60005 10 10 1 0 Lighting Luminaires 23JAN02 5FEB02 13FEB02 26FEB02 15 S.L.D.F., 10005.1'S 0. 2. 2, P.L.D.F., 30020.1'S 0. 5. 34, 40010.1'S 0. 8. 15 P.L.D.F., 60000.1'S 0. 2. 15, 90010.1'S 0. 1. 34 20020 2 2 1 0 11CC AB @ New 5" AC 23JAN02 24JAN02 14FEB02 15FEB02 16 S.L.D.F.,* 20030.FS 0. 3. 16, P.L.D.F.,* 20020.1'S 0. 2. 16, 20030 3 3 1 0 AMC Curb & Gutter Type G 25JAN02 29JAN02 18FEB02 20FEB02 16 S.L.D.F.,* 20035.FS 0. 3. 16, P.L.D.F.,* 50105.1'S 0. 4. 2, 50110 8 8 1 0 11CC F/R/P Approach Slabs 29JAN02 7FEB02 31JAN02 11FEB02 2 S.L.D.F.,- 50115.1'S 0. 3. 2, P.L.D.F.,* 20030.1'S 0. 3. 16, 20035 3 3 1 0 AMC Sidewalk 30JAN02 1FEB02 21FEB02 25FEB02 16 S.L.D.F., 20025.1'S 0. 1. 9, P.L.D.F., 50095.1'S 0. 10. 1, 30040 5 5 1 0 11CC Install Casing 8" RWL & 12" WL 6FEB02 12FEB02 7FEB02 13FEB02 1 S.L.D.F.,* 30075.1'S 0. 8. 1, P.L.D.F., 50090.1'S 0. 10. 4,* 50110.1'S 0. 8. 2 50115 3 3 1 0 11CC F/R/P Bridge Barrier 8FEB02 12FEB02 12FEB02 14FEB02 2 S.L.D.F.,* 20015.1'S 0. 1. 2,* 20025.1'S 0. 1. 9 S.L.D.F., 50100.1'S 0. 5. 4, P.L.D.F.,- 30040.1'S 0. 5. 30075 8 8 1 0 11CC 8" RWL Sta 44+08 - 60+97 (Includes Bridge) 13FEB02 22FEB02 14FEB02 25FEB02 1 S.L.D.F., 30055.1'S 0. 3. 1,' 30080.1'S 0. 3. 17 P.L.D.F., 3537.1'S 0. 10. 88, 50095.FS 0. 10. 1 P.L.D.F.,* 50115.FS 0. 3. Herzog Contracting Corp. PRIMAVERPi P96JECT PLA4NER Poinsettia Lane Overhead Widening REPORT DATE 14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02 10:37 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 9 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR OUR CAL % CODE START FINISH START FINISH FLOAT 20015 1 1 1 0 cMEX 2" AC Overlay On Bridge 13FEB02 13FEB02 15FEB02 15FEB02 2 S.L.D.F.,* 50100.FS o 5. 4, 50120.FS 0. 5. 2 P.L.D.F., 3537.FS 0. 10. 88, 20035.FS 0. 3. 16 P.L.D.F.,* 50115.FS 0. 3. 2, 20025 1 1 1 0 CMEX 5" AC Paving 13FEB02 13FEB02 26FE802 26FEB02 9 S.L.D.F., 10005.FS 0. 2. 2, P.L.D.F.,* 20015.FS 0. 1. 2, 50120 5 5 1 0 HCC Expansion Dams 14FEB02 20FEB02 18FEB02 22FEB02 2 S.L.D.F., 50125.FS 0. 2. 2, P.L.D.F., 3545.FS 0. 20. 81, 20015.FS 0. 1. 2 P.L.D.F., 50115.FS 0. 3. 2, 50100 5 5 1 0 HCC Chain Link Railing Type 3 14FEB02 20FEB02 20FE802 26FEB02 4 S.L.D.F., 10005.FS 0. 2. 2, P.L.D.F.,* 50120.FS 0. 5. 2, 50125 2 2 1 0 PH Joint Seal Type A 21FEB02 22FEB02 25FEB02 26FEB02 2 S.L.D.F.,* 10005.FS 0. 2. 2, P.L.D.F.,* 30075.FS 0. 8. 1, 30055 3 3 1 0 HCC 12" WL Sta 15+14 - 31+00 (Bridge) 25FEB02 27FEB02 26FEB02 28FEB02 S.L.D.F.,* 30045.FS 0. 10. P.L.D.F., 20025.FS 0. 1. 9, 50100.FS 0. 5. 4 P.L.D.F.,* 50125.FS 0. 2. 60005.FS 0. 10. 15 10005 2 2 1 0 HCC Traffic Control Stage 2 25FEB02 26FEB02 27FEB02 28FEB02 2 S.L.D.F., 10010.FS 0. 1. 1, 30045.FS 0. 10. 1 P.L.D.F., 30075.FS 0. 8. 1, 30080 3 3 1 0 HCC Test 8" RWL 25FEB02 27FEB02 20MAR02 22MAR02 17 S.L.D.F.,* 30085.FS 0. 1. 17, P.L.D.F., 10005.FS 0. 2. 2, 30055.FS 0. 3. 1 30045 10 10 1 0 HCC Expansion Vaults 28FEB02 13MAR02 1MAR02 14MAR02 S.L.D.F., 30050.FF 0. 6. 1, P.L.D.F., 30080.FS 0. 3. 17, 30085 1 1 1 0 HCC Connect 8" RWL 28FEB02 28FEB02 25MAR02 25MAR02 11 Herzog Contracting Corp. - PR1MAVRA PROJECT PLANNER Poinsettia Lane Overhead Widening a REPORT, DATE 14NOV01 RUN NO. 45 START DATE 10SEP01 FIN DATE 22MAY02* 10:31 Schedule Report - Predecessors & Successors DATA DATE 10SEP01 PAGE NO. 10 ACTIVITY ORIG REM ACTIVITY DESCRIPTION EARLY EARLY LATE LATE TOTAL ID DUR DUR CAL % CODE START FINISH START FINISH FLOAT ----- S.L.D.F., 20040.FS 0. 2. 1, P.L.D.F., 30045.FF 0. 10. 1, 30050 6 6 1 0 14CC 12" ML Sta 10+00 - 15+14 6MAR02 13MAR02 7MAR02 14MAR02 1 S.L.D.F.,- 30065.FS 0. 3. i, 30090.FS' 0. 2. 1 P.L.D.F., 30050.FS 0. 6. 1, 30065 3 3 1 0 14CC Test 12" ML 14MAR02 18MAR02 15MAR02 19MAR02 1 S.L.D.F., 30060.FS 0. 2. 1, P.L.D.F., 30050.FS 0. 6. 1, 30090 2 2 1 0 14CC Complete 21" Sewer 14MAR02 15MAR02 15MAR02 18MAR02 1 S.L.D.F.,* 30095.FS 0. 5. P.L.D.F., 10005.FS 0. 2. 10010 1 1 1 0 14CC Traffic Control Stage 2A 18MAR02 18MAR02 19MAR02 19MAR02 1 S.L.D.F., 30060.FS 0. 2. 1, P.L.D.F.,* 30090.FS 0. 2. 1, 30095 5 5 1 0 14CC Accesshole 18MAR02 22MAR02 19MAR02 25MAR02 1 S.L.D.F.,- 20040.FS 0. 2. 1, P.L.D.F.,.* 10010.FS 0. 1. i, 30065.FS 0. 3. 1 30060 2 2 1 0 14CC Connect 12" WL Sta 10+00 19MAR02 20MAR02 20MAR02 21MAR02 1 S.L.D.F.,* 30070.FS 0. 2. 1, P.L.D.F.,* 30060.FS 0. 2. 1, 30070 2 2 1 0 14CC Clorinate 12" WL 21MAR02 22MAR02 22MAR02 25MAR02 1 S.L.D.F.,* 20040.FS 0. 2. 1, P.L.D.F.,* 30070.FS 0. 2. 1, 30085.FS 0. 1. 17 P.L.D.F.,* 30095.FS 0. 5. 1, 20040 2 2 1 0 HCC AB 9 Slots & 8-1 C & G 25MAR02 26MAR02 26MAR02 27MAR02 1 S.L.D.F.,. 20045.FS 0. 5. 1, P.L.D.F.,* 20040.FS 0. 2. 1, 20045 5 5 1 0 AMC Curb & Gutter Type B-i 27MAR02 2APR02 28MAR02 3APR02 1 S.L.D.F.,* 90000.FS 0. 5. 1, 0. 5 0. 5 Herzog Contracting Corp. PRIMAVERA PROJECT PLANNER REPORT DATE '14NOV01 RUN NO. 45 10:37 Schedule Report - Predecessors & Successors ACTIVITY ORIG REM ACTIVITY DESCRIPTION ID OUR OUR CAL % CODE P.L.D.F., * 20045.FS 0. 5. 1, 90000 5 5 1 0 CLE Irrigation S.L.D.F..* 20050.FS 0. 2. 1, P.L.D.F., 90000.FS 0. 5. 1, 20050 2 2 1 0 HCC AB 8 Raised Median S.L.D.F.,* 20055.9'S 0. 3. 1, P.L.D.F., 20050.FS 0. 2. 1, 20055 3 3 1 0 P Stamped Concrete S.L.D.F., 20060.9'S 0. 4,* 90005.FS P.L.D.F., 20055.FS 0. 1, 90005 5 5 1 0 CLE Landscaping S.L.D.F.,* 10020.9'S 0. 5. 1, P.L.D.F., 20055.FS 0. 3. 1, 20060 2 2 1 0 C1€X Mill & Final AC Pavement S.L.D.F., 10020.9'S 0. 5. 1, P.L.D.F., 20060.FS 0. 2. 4,* 90005.9'S 10020 5 5 1 0 HCC Final Striping/Signs S.L.D.F.,* 10030.9'S 0. 15. 1, P.L.D.F., 10020.FS 0. 5. 1, 10030 15 15 1 0 HCC Punch S.L.D.F.,* 1005.9'S 0. 0. 1, P.L.D.F..,* 10030.9'S 0. 15. 1, 1005 0 0 1 0 Finish Poinsettia Lane Overhead Widening START DATE 10SEP01 FIN DATE 22MAY02 DATA DATE 10SEP01 PAGE NO. 11 EARLY EARLY LATE LATE TOTAL START FINISH START FINISH FLOAT 3APR02 9APR02 4APR02 10APR02 1 10APR02 11APR02 11APR02 12APR02 1 12APR02 16APR02 15APR02 17APR02 1 17APR02 23APR02 18APR02 24APR02 1 17APR02 18APR02 23APR02 24APR02 4 1 24APR02 30APR02 25APR02 1MAY02 1MAY02 21MAY02 2MAY02 22MAY02 1 22MAY02 21MAY02 23MAY02 22MAY02 1 Sheet 1 012 Activity ID Description Orig Our Early Start Early 2002 50070 Bldill Abutments S 26DEC01 01JAN02 110WSackfill Abutments 378afl1& Rail Pile 7lrrigationSIeeve Sta 1754+25 LcVault Drains Z3NWRepair Slope Paving L7Barrier Rail Footing LI 7Ban'ier Rail - -- BackliIl Piers -. jMgSetGirders LS7Lighting Conduit AF/R/P Median Curb on Bridge L7TPB @ Approach Slabs. -- - 7FIRIP Curtain Wall :_7Lighting Luminaires 57AB ( New 5' AC L7Ci,b&GutterTypeG I : 7F/R/P Approach Slabs - L7Sictewalk A01EVInstall Casing 8' RWL & 12 WI S L7F/RiP Bodgp Barrier 0 . &'2" AC Ove/lay On Bridge L75"AC Paving -. L 7ExPanslon Dams L7Chain Link Railing Type 3 ZVJoiht Seal Type A 40000 Barrier Rail Pile 5 26DEC01 01JAN02 90010 labon Sleeve Sta 1754+25 1 27DEC01 27DEC01 : 30005 Vault Drains 2 31DEC01 01JAN02 50080 Repair Slope Paving 5 02JAN02 08JAN02 40005 Barrier Rail Footing I 5 02JAN02 08JAN02 40010 Barrier Rail I 8 09JAN02 18JAN02 50075 Bsckfill Piers 4 14JAN02 17JAN02 50085 Set Girders Th 18JAN02 22JAN02 60000 Lighting Conduit 2 21JAN02 22JAN02 50095 F/RIP Mden Curb on Bridge 10 23JAN02 05FEB02 50105 TPB @ Approach Slabs 4 23JAN02 28JAN02 50090 F/R/P Curtain Wall I 10 23JAN02 05FEB02 : : 60005 Lighting Luminaires 10 23JAN02 05FEB02 20020 AB @ News" AC 2 23JAN02 24JAN02 20030 Curb & Gutter Type G 3 25JAN02 29JAN02 - 50110 F/R/PApproach Slabs 8 29JAN02 07FEB02 20035 Sidewalk 3 30JAN02 01FEB02 - . - 30040 lnsb Casing 8" RWL& 12" WL 5 06FEB02 12FEB02 50115 F/RIP Bridge Barrier 3 08FEB02. 12FEB02 20015 2" AC Overlay On Bridge I 13FEB02: 13FEB02 20025 5" AC Paving 1 13FEB02: 13FEB02 50120 Expansion Dams 5 14 B02: 20FEB02 50100 Chain Link Railing Type 3 5 14FEB02: 20FEB02 50125 jointSeal Type A 2 21FEB02. 22FEB02 Stage 2 Construction 30075 8" RWL Sta 44+08 - 60+97 (lidudbs Bridge) . . . - . . : _________ r RWL Sta 44408 - 60+97 (Includes Bridge) . 12 WL Ste 15+14-31+00 (Bridge) - . : LS7raffic Contrail Stage 2 S LTest 5" RWL . Lw1mmr4VExpansion Va s ult ______- - . &7COmnect8°RWL . AVAff 12" WI Sta 10+00 - 15414 . . 7Test12 WI S . Complete21" Sewer S 7Traffic Control Stage 2A 7Accesshole . . . . . 'Connect 12" WI Ste 10.00 . : Clorinate 12"WL. 0 £AB @ Slots & B-I C & 0 . - I j7Curb S Gutter Type B-i . :1gabd1i . çTAB @ Raised Median . ASWStamped Concrete TLandscaping . - . . /çMill & Final AC Pavement FinatSthpingSignsjj- Punchi:-V7 FinishIZ 30055 12"WL Sta 15+14 - 31+00 (Bridge) 3 25FEB02. 27FEB02 10005 Irafflo Control Stage 2 2 25FEB02. 26FEB02 30080 Test 8" RWL I 3125FEB02. 27FEB02 30045 Expansion Vaults 10 28FEB02 13MAR02. 30085 Connect8"RWL 1 28FEB02. 28FEB02 30050 12"WLSta 10+00 - 15+14 6 06MAR02 13MAR02. 30065 lest 12" WL 3 14MAR02 18MAR02. 30090 Complete 21 Sewer 2 14MAR02 15MAR02. 10010 Iraffie Control Stage 2A 1 18MAR02 18MAR02 30095 Accesshole 5 18MAR02 22MAR02. 30080 Connect 12"WL Ste 10+00 1 2 19MAR02 20MAR02. 30070 Clonnate 12"WL 2 21MAR02 22MAR02. 20040 AS @ Slots & 9-1 C & G 2 25MAR02 26MAR02 20045 Curb & Gutter Type B-i 5 27MAR02 02APR02 90000 Irrigation 5103APR02 09APR02 - : . - - . - - 20050 AS @ Raised Median 2 10APR02 11APR02 20055 Staned Concrete 3 12APR02 16APR02 90005 Landscaping 5 17APR02 23APR02 20060 Mill & Final AC Pavement 2 17APR02 18APR02 10020 FinalStrlping/Sis 5 2 R0 30APR02 10030 Punch 15 01MAY02 21MAY02 1005 Finish 0 22MAY02 21MAY02 Start Date 10SEP01 Finish Date 21MAY02 Data Date - 10SEP01 1! . 7Eariy Bar I_Progress Bar Cribcal Activity Run Date 14N0\i0110:10 © Primavera System, Inc. Herzog Contracting Corp. Sheet 9 Poinsettia Lane Overhead Widening Date Resion Checked Approved Baseline Schedule SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project -9 600406 Submittal #3-B I DesripiLimt Tempaiy ShthIIan Date: 11I1*II Comments: T!Tru]JE'LT 1J!,,rtLFiJ fl1fiTITJ *IWP*J IflP1W 'i• 'LI 1A.aJ St Sf1 - - S • - •1 .' p Ji.; ., J .1 T ICU 1 1.W J11LLL1 Jul IiU)IE1 ¼t', S t • ¼') I - • t' .- I r hiZY, tl S ii• .- - • rri . •_•, _,•, I.T J.7. MTMLE J 7ui1. 1 5 EfI_ D I.. t .TIJJU I,u, b,11j.i1j I iJT 11 '¼ t•' S.' t - ._-'Axtr.!s a' Ia' -. -. - V The 6" x 6" bottom struts that are located under the pier footing are considered deleterious material and cannot be located under the footing. Using the loading described above, the following members are oveistressed: W8Xl8vertical steel beams 6"X6"strub 6' X 10' X I" Steel plate Use vertical beams with a minimum section modulus of 20 in'. All other members are acceptable. fl No Exceptions Taken [I] Amend and Resubmit Make Corrections Noted [I Rejected - Sec Remarks Checking is only for general conformance with the design concept of the project and gendrai compliance with the information given in the coubmt decanneni& Any action shown is subject to the ui.t of the jans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work SIMON WONG ENGINEERING Checked By: _f71h__ Date: 9968 Hibert Street, Suite 202, San DiO, CA 92131 PH(619)566-3113 F(619)566-6844 HERZOG CONTRACTING CORP. 1833 OCEANSIDE BLVD. P0 BOX 2510 OCEANSIDE, CA 92054 OCEANSIDE, CA 92051 (760) 966-0600 • FAX (760) 966-0900 FAX COVER SHEET TO (COMPANY): FAX NUMBER: ATTENTION: 0'? U- ?L°TN I \ i FROM: £5* Vi T TIME SENT: DATESENT: NUMBER OF PAGES INCLUDING COVER: MESSAGE: ('J 0 1 C-i p4L 1-41 jAj 4L'4 / 7714-L 7---- c LF-77 /4 IF YOU HAVE NOT RECEIVED ALL THE PAGES LISTED OR HAVE ANY OTHER PROBLEMS, PLEASE CONTACT THE OPERATOR AT (760) 966-0600. Sandstone SandstoneSandstone t~\ T .2H4.20 540 ww .6H480 A I 219 No 5505 Enginee?s Computation Pad VA 0 1frrL No. 5505 Engineers Computation Pad 1j I ; w Ui '• . i-,. - • . - - - . ••• 0 U\ .. It4 H •0 V . . I . • 0 I.., . . . 00 _• ..... .0 . 0 p . 000 -. \J L-"(- -1- C fr L. 13 - fr1 5 1f_t rk L{ x 20.2 Loads: BLC 1, blc 1 19.9 Solution: LC 1, Ic 1 Member Bending Moments (K-ft) Reaction units are K and K-ft 6 16K/ft 7.248K/ft M VvL A-r~ - -3 01 & 7~' F* t~- .232K/ft F - b (-so)(3.i z, o L- &/ :b, (,, 7 .- z.- ------------- 401, q / hJZ( Z7 7.3 (xL jR&?CVL tIc A 2 zAO '4- F;_ I—a Lax, (/3-lzr - os Proje: Poinsettia Lane Bridge Jco. INC. S-252.10200 7 5I25t9 / Page A-2 TEST BORING LOG BORING: B-i SPeet1fi Date(s) Ddlled: 5/5/99 Surface Elevation (ft): 49 Total Depth of Boring (It): 40.5 Hole Diameter (1n):8 314" Rig Type: Hollow Stem Auger Drilling Contractor C & K Drilling Depth to Groundwater (ft): 18.5 Boring Completion: Badcfilled on 515A9 Caving: up to 21 It after pulling auger out FILL: 101 24.9 15 bag 2.5 1 2 5 Tan fine SILTY SAND. nTh \r6 LA?ANO---—----1 rg sc CLX.. COLLUVIUM: 10 \ Dark brown SILTY CLAY with minute voids. : TERRACE DEPOSITS: 29 1.4 3 - Mottled gray-green poorly indurated fine CLAYEY - 15 - SANDSTONE. 114 15.2 31 2.5 4 : raj-gTe oy kilLTY — : -20 -T SANDSTONE. 38 1.4 5 - ...Trace of fine GRAVEL at 21 ft. 25 63 1.4 6 : . SANTIAGO FORMATION: • : Tan-white slightly indurated fine to medium SILTY - 30 - :- SANDSTONE. • 71/6" 1.4 7 35 :- - 79/5" 1.4 8 — - — 40 :..Red-gray-brown below 38 ft - 45 • NOTES: Total depth 40.5 feet. 50 Sampler driven by 140-pound hammer falling from 30" height.. 55 Elevation obtained from on-site survey.: 60 65 70 75 80 85 .2 . oo E g o.2 . E a E CI) . - ____ c =.2 c THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME AND LOCATION INDICATED. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND TIMES. Logged by: TMP 6 Tr Bo u rriwr, in 71 - Wedges ILL—+ * 11 - 49'-6' 8S3' -r 6'X8'X1' I ,—Steet / Ptft+I, - 8'X8 Strutt CROSS SECTION ELEVATION VIEW - 6,XBX1r Steei PLate NOTES 1. NO EXISTING DRAINAGE FACILITIES WILL BE ENCOUNTERED. . I 2. ALL STEEL IS A36 OR BETTER. 3. ALL TIMBER IS DOUGLAS FIR NO. 2 OR BETTER BOTTOM 6'X6 . : STRIJTTS SHALL BE TREATED TIMBER. . 8'X8 Struits 4. BACKFILL VOIDS BEHIND LAGGING WITH GRANULAR MATERIAL. 5. CONSTRUCTION SEQUENCE' . .• . . . VERTICAL BEAMS AND HORIZONTAL STRUTS WILL BE INSTALLED . ...y..• FIRST IN TRENCH EXCAVATION. PLATES WILL BE INSTALLED AS EXCAVATION PROGRESSES TO ..iL. ..J,.. ...L. ALLOW VERTICAL FACE OF CUT TO BE SUPPORTED AT ALL TIMES. BACKFILL STEEL PLATES WITH GRANULAR MATERIAL AND. Pier Footing WEDGE AGAINST VERTICAL BEAM FLANGE. SHORING TO BE REMOVED AFTER FOOTING POURED. BOTTOM STRUTT TO REMAIN, 6. SEE SHEET S-2 FOR FULL SHORING LAYOUT. . . 13'O Pier . Pier Plies - or tar __a_. Wedges PLAN VIEW DRAWN BY ' RL SHORING PLAN POINSETTIA LANE - CARLSBAD .. SHEET S-i CHECKED BY 'TB ATE'10/16/01 REV - FOR NOTES AND DETAILS NOT GIVEN, SEE SHEET S-i LAYOUT DRAWN BY ' RL SHORING PLAN CHECKED BY 'TB POINSETTIA LANE - CARLSBAD DATE 10/16/01 REV SHEET S-2 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #IName: 3551 Plv nseti Lane WIderring 11 SWE Piect # 6046 Submittal #4 I Descñvtion Beañn2 Pad Shoo Drawhws I Date 11114101 Comments: 1. Refer to the attached fetter from Dokken Engineering for the maximum design loads on the bearing pasds Dead load = 25 kip Live Load = 19.1 kips Total service load =44.lkips No Exceptions Taken []Amend and Resubmit II] Mike Corrections Noted LII Rejected - See Remarks Checking is only for general conformance with the design concept of the i*oect and general compliance with the information given in the contract documents. Any action shown is subjë' to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Tv~'L Date:Ii / 9968 Hibert Street, Suite 202, San dego, CA 92131 PH(619)566-3113 F(619)566-6844 DOKKEN E N C 1 N H E IC I N C w w w ti uk lie ae n gi n eeri ii g. c urn FAX 1IRANSM ITTA i Company: w E Attention: ., MmqFrom: Subject: (14 Date 1 Fax Number: No. of Pages: Including this Page thl NOV 072001 T 11171 Siut ('etitci Drive. Suite 250 Raitclut Cordova, CA 95670 Tcle: 9 1 S53-0612 • Rix 9I6 8.58 0043 10 d 0N XV.f WV Lt:80 0f1 10H-LO-AON DOKKEN E N C I N E E U I N G w w v. d o Ii I. o n c n ( I n o a, a, I a g. a, a sh November 7, 2001 Mr. Mark Plotnikiwjcz Resident Engincer Simon Wong Engineering 9968 Hibert Street, Suite 202 San Diego, CA 92131 RE: Poinsettia Lane Overhead Widening Submittal No. 4 Bearing Pads J)ear Mark: Per your request, the following may be taken as the maximum design loads oh the bearing pads. Service Lxid Dead Load 25 kips Live Load 19.1 kips Total Service Load = 44.1 kips Sincerely, DOKKE 1NGFNFFR114 Matthew Sal vson, P.R. Project Engineer 10958IWMS/m.s 11171 SUN CENTCn Dnivc, Sung 250 • RANCHQ CofcovA, CA 95070-6113 Tn.: 016.858,0G12 FAX: 916.868.0643 O d 0N XU WV 1:80 03M tOO-LO-AON SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 9/26/01 Job Name: Poinsettia Lane OH Widening Job. No: 600-406 To: Dokken Engineering 9665 Chesapeake Dr. Suite 435 San Diego, CA (858) 514-8377 Attention: Matt Salveson From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the 0 Mail El Messenger U Overnight LI Other following items via: Copies Description 1 Submittal #4— Shop Drawings for Bearing Pads REMARKS Please provide the loads for testing the bearing pads at both the abutment and the bents. I assume that the elastomeric bearing pads should comply with the Caltrans Standard Specifications. 9968 Hibert Street, Suite 202, San Diego, CA 92131 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: September 17, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Project No.: Overhead Widening 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewlcz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 004 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Bearing pads Specification Section(s): CALTRANs 51-1.12H Plan Sheet Numbers(s): 36 & 38 COPIES [DATE NO. DESRIPTION 3 5-18-01 1 Shop drawings for bearing pads. Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained In this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: l7rizedn: bmMa~.Beutler, Project Manager m&4 IflimriT niwt çofl ;eit;O rnaV 13gsfolq ooi rwD oie, )T .0 q fOe AO op9C n bih3 to p0 ol wA yu bar BCD-C, A3 sc,i vial ,1irioq *tM .nflA f;O3if1c roos ,t ,dmtqs or& adt xmioq isbW brtO ! ati, C bdt3 To evl\ &im&1 d0l CX AZ bdhZ) fJt) 95O3 i) TAT?1O3 30111 b, r a irfT IsnhO nz ai vieff X10 014 cthrndua :.c1 tsilim&2 mchi. biq pribrISE h ________ :(iOrnM 1t&rt r1 'iAqT.iA3 :()noit noq W)iTqJG L I .o4 37A01 ITI1E1__ - - - .wo!c (@) 'to A) i9r1fla e;qmxi Ins ;oita.flh93 4iob<ino3 moiturij,mm ic, inrriqup ,Jcism cii) tr1J hw) bnr, Ih rii bw3' qvsd °' (A no n1 ni bex3ca p tb k*ndua iii! ni (-JbOOIq on ttj:w aiicilq r uiflnoZ bn no1I, nitniinoZ nrnuooO sno) er1 2ro;tqe noiiui12no o tnmqitite ,k i4rrn tiril iC.1,400 bmp 1il6b rn bv;tvei v1 9W (8) no rnvorlE 10 .I boitioq rn9rntnip51 wit du zin't ni bnicn (a)siaoiq niP4 not.ntno3 bns enosiqa rZ ,tre gicf2 o'nrno3 bhorthA 8'10h1fr1oD toiq {h.T cmo(iT 1/8" E.C. —0, +.25" —0, +25" ELEVATION MK. 01, 19 REQ'D. (INCLUDES ONE SAMPLE PAD) TWO 0.50" L OF 5515 DURO. CR. 3 NEOPRENE TWO '0.25" LAYERS OF 55±5 DURO. G NEOPRENE 1.73" —0, +0.16" THREE 14 GA. X 9 3/4" X 9 3/4" ASTM A570 CR. 40 CARBON STEEL SHIMS NOTES: BEARINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 51-1.12H(2), 1999. INTERNAL SHIMS ARE 14 GA., A570 CR. 40 CARBON STEEL NEOPRENE IS 55 ± 5 DURO. GRADE 3. PIN GROOVES SHALL BE PATCHED BY VULCANIZATION. (INTERNAL ALIGNMENT METHOD). TOLERANCES: (PER 04014) THICKNESS ........-0, +0.1+0.04T (AS SHOWN IN DWG.) LENGTH & WIDTH —0, +0.2+0.005D (AS SHOWN IN DWG.) THICKNESS OF INTERNAL ELASTOMER LAMINATES ±20 OF DESIGN VALUE VARIATION FROM A PLANE PARALLEL TO A DESIGN SURFACE . . . TOP, 0.005 RADIANS SIDES, 0.006 RADIANS -0, +0.44* EDGE COVER .......—o, +0.10- PRIOR TV PROOF TESTING EACH BEARING IS TO BE MARKED WITH THE BEARING NUMBER. ONE BEARING PER LOT TO BE PROOF TESTED. FOR COMPRESSION: 1.5 X THE MAX. VERTICAL LOAD. ONLY ITEMS SHOWN ON THIS DRAWING TO BE PROVIDED BY S.E.P. BEARING MX. 01 02 SHAPE FACTOR 4.85 16.0 COMP. AREA in. 2 95.06 1152.0 SHEAR AREA In. 2 100.0 1152.0 EFFECTIVE RUBBER in. 1.51 .50 LENGTH TO 6.64 48.0 HEIGHT RATIO MAX. VERTICAL LOAD (kips) E PLEASE 5 R PROVIDE LOADS FO TESTING —0, +0.32" PLAN VIEW —0, +0.12" ONE 0.50" LAYER J OF 55±5 DURO. CR. 3 NEOPRENE ELEVATION MK. 02, 19 REQ'D. (INCLUDES ONE SAMPLE PAD) Si PLAN MEW - Sto.) TWO 0.25" LAYERS _J OF 55±5 DURO. OR. 3 NEOPRENE THREE 14 GA. X 9 3/4" X 9 3/4" ASTM A570 OR. 40 TWO 0.50" LAYERS CARBON STEEL SHINS OF 55±5 DURO. CR. 3 NEOPRENE ELEVATION MK. 01, 19 REQ'D. (INCLUDES ONE SAMPLE PAD) —0, +0.44" 1/8" E.C. —0. +.25 —0, +.25" NOTES: BEARINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 51-1.12H(2), 1999. INTERNAL SHINS ARE 14 GA., A570 CR. 40 CARBON STEEL NEOPRENE IS 55 ± 5 DURO. GRADE 3. PIN GROOVES SHALL BE PATCHED BY VULCANIZATION. (INTERNAL ALIGNMENT METHOD). TOLERANCES: (PER D4014) THICKNESS ........-0, +0.1+0.04T (AS SHOWN IN DWG.) LENGTH & WIDTH ......-0, +0.2+0.005D (AS SHOWN IN DWG.) THICKNESS OF INTERNAL ELASTOMER LAMINATES ±20% OF DESIGN VALUE VARIATION FROM A PLANE PARALLEL TO A DESIGN SURFACE . . . . TOP, 0.005 RADIANS SIDES, 0.006 RADIANS EDGE COVER .......-0. +o.io" PRIOR TQ PROOF TESTING EACH BEARING IS TO BE MARKED WITH THE BEARING NUMBER, ONE BEARING PER LOT TO BE PROOF TESTED. FOR COMPRESSION: 1.5 X THE MAX. VERTICAL LOAD. ONLY ITEMS SHOWN ON THIS DRAWING TO BE PROVIDED BY S.E.P. BEARING MX. 01 02 SHAPE FACTOR 4.85 16.0 COMP. AREA in. 2 95,06 1152.0 SHEAR AREA In. 2 100.0 1152.0 EFFECTIVE 1.51 .50 RUBBER in. LENGTH TO 6.64 48.0 HEIGHT RATIO MAX. VERTiCAl LOAD (kips) PLEASE PROVIDE LOADS fr FOR TESTING —0, +0.32" PLAN VIEW 1 1/'2" —0, +0.12" ONE 0.50" LAYER I OF 55±5 DURO. CR. 3 NEOPRENE ELEVATION MK. 02, 19 REQD. (INCLUDES ONE SAMPLE PAD) SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #6-s I Description: Concrete Mix Designs Date: 11/14/01 Comments: For mix designs #203202 and #204002, provide 10 compressive strength test results for each mix design from previous jobs that have used these mix designs. Or, the above mix designs may be evaluated from field tests for trial batches per Section 201-1.1.3 of the 2000 Grccnbook. The statistical backup provided on 11/01/01 is not the same mix design that was previously submitted. A trial batch will be done on 11/14/01 to evaluate mix #203202. The break results for this trial batch will determine if this mix is acceptable. All concrete placed using this mix prior to this determination is done at your own risk. This submittal can not be approved until the break results are received. LI No Exceptions Taken [ii] Amend and Resubmit LI Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENG EJUNW -' Checked By: qY&J— I Date:_(/Ji4/ / 9968 Hibert Street, Suite 202, San Die CA 92131 PH(619)566-3113 (619)566-6844 INGC P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnlklewlcz Construction Manager Submittal No 006-B This is an Original Submittal snop urawing I ransmunai 1-orm Date: October 31, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday, Ave —L.- Carlsbad, CA 92008 I I NOV- 12001 This isaRevis tJGj Q Submittal No.: 006 J. Subject of Submittal: Concrete Mix Designs Specification Section(s): CALTRANs 90-1 Plan Sheet Numbers(s): N.A. COPIES7 DATE fNO. DESRIPTION 3 10/12/01 Statistical backup of mix designs similar to those previously submitted. Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. - (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: ctor's Thomas T.Beutler, Project Manager sent By: VULCAN MATERIALS LABORTORY ; 16192986613; Oct-12-01 2:25PM; Page 1 I Vulcan t01i compall 5745 Mission Center Road San Diego, CA 92108 Phone: (619) 298-0551 Fax: (619) 298-6613 TCOMPANY NAME: Herzog Contracting AUN: Tom Beutler FAX DATE: 10/12/01 PROJECT: Poinsettia Lane SUBJECT: Submittal revision FROM THE DESK OF: Larry Carlson NUMBER OF PAGES: 9 See attached Thanks, Larry Please contact our laboratory wl any questions you may have © Ext. 4451 OCT 12 '01 14:19 16192986613 PAGE.01 Sent By: VULCAN MATERIALS LABORTORY ; 16192986613; Oct-12-01 2:25PM; Page 2 Ifulian Materials Company CalMat Division October 12, 2001 Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051-2510 Project: Poinsettia Lane Overhead Median Subject: Concrete submittal with reference backup Attn: Torn 8cut1er Dear Mr. Beutler, The attached mix designs #203202 and #204002 have been submitted as primary submittals for your project. These two mix designs lack sufficient historical backup and therefore are being submitted with similar mix designs containing statistical backup for reference Mix #203202 will use 4403003 for reference backup and mix #204002 will use $404008 for reference backup. This submittal procedure is allowed per ACI Building Code Sec.318 Section 3.1 5745 MISSION CENTFR ROAD • SAN DIEGO. CALIFORNIA 921084300 P.O. FOX 3098 • SAN DIEGO, CALII-ORNIA 92163-3098 IELEPHON t19 2980551 • FAX 619 298-1365 OCT 12 '01 14:19 16192986613 PRGE.02 Sent By: VULCAN MATERIALS LABORTORY ; 16192986613; Oct-12-01 2:26PM; Page 3 Uulcan Materials Company CalMat Division Dotes 22-Oct-0I Vulcan Nst1a WeatQl-n Div - SD Ready )*iz Page I Time: 13;02 fix Design Weights and Volumes CD/32 ====_ Mix Number-: 253252 Product UON: Yl) Schedule plant: 95 Design sluapt 4.05 3255 PSI e 28 Days )Ieteria.1 Batch Pci-cent Specific Absolute Quantity of Aggregate Gravity Volume CEfENT 565.55 ---------------------------------------------------------------------- - 3.25 2.87 is CC 2459.05 43.82 2.89 8.59 3/8CG 316.55 25.02 2.74 1.85 WCS 1451.05 46.15 2.73 8.52 water- (gal.. Iba.) 38;40 339.87 5.13 Admixtures: VRDA-64 16.80 0.00 Air percentage 2.50 0.54 W/(C.F) Ratio 5.7 27. 00 Aggregate Gradings Percent Passing I. SIEVE SIZE 1 2 1/2. 1 3/4 1/2 3/8 4 8 16 30 50100250 1 CC I ISO 105 155 85 35 12 3 0 S • 0 0 8 3180C& I' 105 105 155 105 ISO 95 15 1 5 0 5 0 5 VCS I 105 105 155 150 150 150 98 62 62 42 19 7 3 I COJISIMEI) I 155 100 105 93 72 61 48 38 29 19 9 3 1 Aggr.gató Source: 1 0 CC P11* 3/80CC PALA WCS PALA Notes: 560C3250 * Refer to attached mix #403003 for backup reference 5745 MISSION CENTER ROAD • SAN DIEGO. CALIFORNIA 92108-4300 P.O. BOX 3098 • SAN DIEGO, CALIFOflNIA 92163-3098 TELEPHONE 619 298-0051 • IAX 619 29-I355 OCT 12 '01 14:19 16192986613 PGE.03 Sent By: VULCAN MATERIALS LABORTORY ; 16192986613; Oct-12-01 2:26PM; Page 4 Vulcan Materials Company Me:1?-" D1Rmet .ady Mix Nix Number: 284882 Product UDN: YD Schedule plant: 98 beeIçpn slump 4.88 4800 PSI 0 28 Days Ilaterial Batch Percent Specific Absolute uantity of Aggregate Gravity Volume CENENT ---------------------------------------------------------------------- 658.00 3.15 3.35 1 CB 1495.00 47.18 289 8.29 3/8C& 242.00 8.08 2.74 1.42 WCS 1339.00 44.74 2.73 7.86 Water- (gal. Iba.) 39.58 329.04 5.27 Adaixturec: WRDA-64 19.78 0.00 DARAVAIR 1880 3.88 9.00 Air percentage 3.08 0.81 V/(C') Ratio 8.50 27.00 Aggregate Gradin9g Percent Passing I SIEVE SIZE I 2 1/2 1 3/4 12 3/8 4 8 16 30 58100200 1 C& I 180 100 108 85 35 12 3 0 8 0 0 0 0 3/8C6 $180 100 100 188 100 95 15 1 8 S 0 8 0 WCS I 188 100 108 188 100 180 98 82 62 42 19 7 3 = $ • = = COMBINED I 100 100 109 93 69 58 46 37 28 19 9 3 1 Aggregate Source; IV CG PALA 3/8C6 PALA WcS PALA Notes: 660C4000 * Refer to attached mix 1/404008 for backup reference 5745 MISSION CFNTCR ROAD • SAN DIEGO, CAI IFOIRNIA 92108-4300 BOX :1098 • SAN DIEGO, CAI IFORNIA 92163-3098 IELEPI-IONE b19 298-0551 • b-AX 619 298- 1355 OCT 12 '01 14:19 16192986613 PGE.04 Sent By: VULCAN MATERIALS LABORTORY ; 16192986613; Oct-12-01 2:26PM; Page 5 lJul[an Materials Company CalMat Division PLEASE NOTE: THIS MIX IS NOT INTENDED FOR PRIMARY SUBMITTAL MIX AND ATTACHED STATISTICAL SUMMARY ARE FOR BACKUP REFERENCE PER THE AMERICAN CONCRETE INSTITUTE (AU) SEC.318 SEC11ON 3.1 Date: 12-Oct-01 Vulcan Nati's Western Div - SD Reidy Mix Page 1 Time: 13:33 Nix Design Weights and Voluaes CD/32 Nix Number: 403003 Product DON: YD Schedule plant: 98 Design slump.- 4.80 3880 PSI 8 28 Days Material Batch Percent Specific Absolute Quantity ---------------------------------------------------------------------- of Aggregate Gravity Voluse CENENT 517.88 3.15 263 is CC 12988 37.99 2.89 7.15 3/8C6 515.00 35.99 2.74 3.01 WCS 1475.00 - 4601 2.73 866 Water (gal.. lbs.) 37.50 312.38 5.01 Adsixturea: WRDA-64 21.00 0.00 Air percentage 2.88 6.54 V/(C.F) Ratio 0.60 27.00 Aggregate Gradings Percent Passing I SIEVE SIZE I 2 1/2 1 3/4 1/2 3/8 4 8 16 30 50108288 ------------------------------------------------------------- 16 CS, P100 100 180 85 35 12 3 8 8 0 8 0 0 3/8'CG P188 100 108 188 100 95 15 1 0 8 8 0 8 WCS I 388 100 188 188 100 300 98 82 62 42 39 7 3 I = = COMBINED I 108 108 180 94 75 66 49 38 29 39 9 3 3 Aggregate Source: in CC PALA 318C6 PALA VCS PALA 5745 MISSION CENTER ROAD • SAN DIEGO, CALIFORNIA 92108-4300 P.O. BOX 2098 • SAN DIEGO, CAl IORNIA 92163-309H I-I .EI•'lIONE 6 19 298-0551 • FAX 6W 298-1355 OCT 12 '01 14:20 16192986613 PAGE. 05 Sent By: VULCAN MATERIALS LABORTORY 16192986613; Oct-12-01 2:26PM; Page 6/9 Ifulcon Materials Company CalMat Division MIX AND ATTACHED STATISTICAL PLEASE NOTE: SUMMARY ARE FOR BACKUP THIS MIX IS NOT INTENDED REFERENCE PER THE AMERICAN CONCRETE INSTITUTE (ACI) SEC.318 FOR PRIMARY SUBMITTAL SECTION 3,1 Date: 12-Oct-01 Vulcan 1Iet1a Waster-n Div - SD Ready Plix Time: 13:33 Mix Design Weights and Volumes Page 1 CD/32 NIx Muabej': 404008 Product UOJI: YD Schedule plant 90 Design slump: 4.00 4000 PSI • 28 Days Material Batch Percent Specific Absolute Quantity ---------------------------------------------------------------------- of Aggregate Gravity Volume CENENT 658.00 315 35 is CC 3521.00 47.09 2.89 843 3/8tCG 251.00 8.21 2.74 1.47 WCS 1362.00 44.69 2.73 8.00 Water (gal. The.) 39.06 325.37 5.21 Adeixturee WRDA-64 29.00 000 Air percentage 2.00 0.54 W/(C.F) Ratio 0.49 27.00 Aggregate Gradings Percent Passing I SIEVE SIZE I 2 1/2 1 3/4 1/2 3/8 4 8 16 30 58100200 ------------------------------------------------------------- I* Co 1100100100 85 35 12 3 0 0 0 0 0 0 318'CG 1 100100300100100 95 15 10 0 0 0 0 VCS I 100 100 100 100 100 100 98 82 62 42 19 7 3 === == - - = == I -- --- ===• = = = = == - -- = COMBINED I 100 100 100 93 69 58 46 37 28 19 8 3 1 Aggregate Source 1 CC PALA 3/8CG PALA wcs PALA 6746 MISSION CFNTER ROAD • SAN DIEGO, CALIrORNIA 9210-4300 P.O. BOX 3099 • SAN DIEGO. CALIFORNIA 02163-3098 TFI.FPHONC 619 298-0551 • )-AX 6Y 29b. 1355 OCT 12 '01 14:20 16192986613 PAGE. 06 Sent By: VULCAN MATERIALS LABORTORY 16192986613; Oct-12-01 2:27PM; Page 7/9 Vulcan Materials Company 5745 Mission Center Road San Diego, CA 92108 (619) 298-0551 Concrete Test Report Summary Mix: 404008 F'c; 4000 psi 09/27/00 ACI 214 SUMMARY Statistical Strength Summary ---------------------------- Average strength based on 15 tests 5258 psi Overall Standard Deviation : 315 psi Control is Excellent Overall coefficient of variation : 5.99 % Overall within-test coefficient of variation : 2.23 % Control is Excellent Chance of strength falling below 4000 psi Chance of strength falling below 3500 psi Chance of "Average of 3" below 4000 psi ACI 214 Minimum Recommended Strength : 4490 psi Standard deviation adjusted for 15 tests : 365 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 Moving Within Moving Avg: 3 C of V StD:30 28 day 28 day 28 day 28 day Seq Sample Sample Comp Comp Comp Comp Num ID Date psi psi 96 psi 1 1 10/19/94 4935 - - - 2 2 10/19/94 5040 - - - 3 3 11/ 8/94 4995 4990 - - 4 4 1/19/95 5215 5083 - - 5 5 10/ 8/99 5280 5163 - - 6 6 4/10/ 0 4995 5163 - - 7 7 4/14/ 0 5210 5162 - - 8 8 4/14/ 0 5580 5262 - - 9 9 4/17/ 0 5490 5427 - - 10 10 4/17/ 0 5430 5500 1.0 - 11 11 4/18/ 0 ---------------------------------------------------------------------- 5310 5410 1.1 - 12 12 4/20/ 0 4950 5230 - - 13 13 4/24/ 0 5845 5368 1.2 - 14 14 4/24/ 0 4820 5205 2.9 - 15 15 4/24/ 0 5780 5482 2.9 - OCT 12 '81 14:28 16192986613 PAGE.87 Sent By: VULCAN MATERIALS LABORTORY 16192986613; Oct-12-01 2:27PM; Page 8/9 Vulcan Materials Company 5745 MiSSIOn Center Road San Diego, CA 92108 (619) 298-0551 Concrete Test Report Summary Mix: 403003 F'c: 3000 psi 08/01/00 ACI 214 SUMMARY Statistical Strength Summary ---------------------------- Average strength based on 21 tests 3927 psi Overall Standard Deviation 351 psi. Control is Excellent Overall coefficient of variation 8.94 % Overall within-test coefficient of variation : 2.41 % Control is Excellent Chance of strength falling below 4000 psi 58.3 % Chance of strength falling below 3500 psi : 11.1 e Chance of "Average of 3" below 4000 psi : 64.1 P6 ACI 214 Minimum Recommended Strength : 4503 psi Standard deviation adjusted for 21 tests : 376 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 Moving Within Moving Avg: 3 C of V StD:30 28 day 28 day 28 day 28 day Seq Sample Sample Comp Comp Comp Comp Nurn ID Date psi psi psi 1 1 2/19/98 4515 - - - 2 2 2/20/98 4235 - - - 3 4 5/14/98 4430 4393 - - 4 5 5/14/98 3935 4200 - - 5 8 5/19/98 3990 4118 - - 6 9 5/22/98 3565 3830 - - 7 10 5/29/98 3660 3738 - - 8 11 5/29/98 3620 3615 - - 9 14 6/23/98 3470 3583 - - 10 15 6/23/98 3830 3640 1.6 - 11 16 8/14/98 ---------------------------------------------------------------------- 3520 3607 1.6 - 12 17 8/14/98 3645 3665 1.5 - 12 20 5/ 6/ 0 3875 3680 1.4 - 14 21 5/23/ 0 4445 3988 1.3 - 15 22 5/26/ 0 3295 3872 1.2 - 16 23 6/ 6/ 0 4040 3927 1.1 - OCT 12 '81 14:20 16192986613 PGE.08 Sent By: VULCAN MATERIALS LABORTORY 16192986613; Oct-12-01 2:27PM; Page 9/9 17 24 6/8/0 4340 3892 1.3 - 18 25 6/ 8/ 0 4210 4197 - - 19 26 6/ 8/ 0 3950 4167 2.2 - p. 1 Concrete Test Report Summary Moving Within Moving Avg: 3 C of V StD:30 28 day 28 day 28 day 28 day Seq Sample Sample Comp, Comp Comp Comp NUTU ID Date psi psi psi 20 27 6/ 9/ 0 4140 4100 2.5 - 21 28 6/14/ 0 ---------------------------------------------------------------------- 3765 3952 3.2 - OCT 12 '81 14:21 16192986613 PAGE.09 V/\P SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #IName: 3551 Poinsettia Lane Widening - SWE Project # 600-406 Submittal #3B I Description: Temporary Shoring Plan Date: 10/15/01 Comments: The construction sequence shown on the proposed shoring plan calls for excavating a 6' vertical cut 10' off of the centerline of the railroad tracks prior to installing any shoring members. This would result in an unsupported 6' vertical cut within the loading influence of the railroad. Revise the construction sequence so the excavation is fully supported at all times. Show that the vertical beams and horizontal struts will be installed first in trench excavations. Then, the plates will be installed as the excavation progresses. AREMA specifies using the Boussinesq Equation to determine the railroad surcharge loading. Use 80% of the maximum pressure ordinate as given by the Boussinesq Equation. The loading that you are using is the SPTC Live Load Surcharge Curve. If this curve is used, the full value from the curve must be used in the loading calculations, not 80% of it. The 6" x 6" bottom struts that are located under the pier footing are considered deleterious material and cannot be located under the footing. Using the loading described above, the following members are overstressed: W 8 X 18 vertical steel beams 6" X 6" struts 6'X 10'X 1" Steel plate No Exceptions Taken Amend and Resubmit fl Make Corrections Noted EJ Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Checked By: Date: 9968 Hibert Street, Suite 202, San Diego, C 131 PH(619)566-3113 F(619)566-6844 HERZOG CONTRACTING CORP. 0056 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: October 11, 2001 To: Simon & Wong Project Name: Poinsettia Lane 9968 Hibert St. Overhead Widening San Diego, CA 92131 Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Attn: Mark Plotnikiewicz Carlsbad, CA 92008 Submittal No 003B This is an Original This is a Revision of Submittal no Submittal No.: 3 Subject of Submittal: Temporary shoring for pier footings Specification Section(s): Appendix 'B" Plan Sheet Numbers(s): N.A. COPIES DATE { NO. DESRIPTION 3 9-8-01 SI & S2 Shop drawings for shoring at pier footings 3 9801 17 Calculations for shoring at pier footings Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Co1cctor's Authorized Sign re: T mas T.Beutler, Project Manager 6'X8') SteeL Pta 6'X6' Strutts W8X18 or Large Wedges -6' 6 Tr Bc 0 rnuiri in - CROSS SECTION -3. 49'-6' 0 I 6'XB'Xl' teet ELEVATION VIEW Wedges I P -4 -I 6'X6' Stru-tt NOTES 1. NO EXISTING DRAINAGE FACILITIES WILL BE ENCOUNTERED, 2. ALL STEEL IS A36 OR BETTER. 3. ALL TIMBER IS DOUGLAS FIR NO. 2 DR BETTER BOTTOM 6X6' STRUTTS SHALL BE TREATED TIMBER. 4. BACKFILL VOIDS BEHIND LAGGING WITH GRANULAR MATERIAL. 5. CONSTRUCTION SEQUENCE' - EXCAVATE FOR FOOTING. 6'X8'X1' STEEL PLATES AND SHORING SYSTEM WILL BE SET IN PLACE SHORTLY AFTER EXCAVAIDN BEGINS. THEY WILL BE ADJUSTED AS EXCAVATION PROCEDES TO ALLOW VERTICAL FACE OF CUT TO BE SUPPORTED AT ALL TIMES, INSTALL VERTICAL STEEL BEAMS. INSTALL STEEL PLATES AND WOOD STRUTTS. B) BACKFILL STEEL PLATES WITH GRANULAR MATERIAL AND WEDGE AGAINST VERTICAL BEAM FLANGE, E) SHORING TO BE REMOVED AFTER FOOTING POURED. BOTTOM STRUTT TO REMAIN. 6. SEE SHEET 5-2 FOR FULL SHORING LAYOUT. REV A SHORING PLAN POINSETTIA LANE - CARLSBAD PLAN VIEW DRAWN BY ' RL CHECKED BY I TB DATE 10/5/01 SHEET ' S-i 11 FOR NQTES AND DETAILS NOT GIVEN, SEE SHEET S-i loo LAYOUT DRAWN BY I RL SHORING PLAN CHECKED BY i TB POINSETTIA LANE - CARLSBAD DATE ' 10/5/01 REV A SHEET S-2 Clayey Sandstone SRty Sandstone S40 1 ,2H1,20 I .6H=4.80 162. 94 psf 147 798 psf I,j 0 CD L d U L 3 C.., - 0 a C. d ot 2 psf 219 20 /0 j 7 F1 2 f Ljc'.. 4/z- Z-7/. kc.. 5,Pe--- 7,14 2-1 'rtzj4tH - ?cItI No. 5505 Engineer's Computation Pad N L. I 92K/ft .384K/ft 368K/ft V (-i 'C- L- b yv .x 17.6 Loads: BLC 1, blc 1 17.: Solution: LC 1, Ic 1 Member Bending Moments (K-fl) Reaction units are K and K-ft F: F II = 7 - - 74, Z •(/ ) (-s- -57 PSI rJ A-0 aJA-r L1 l)\) USL L/ O2 ) Project Poinsettia Lane Bridge Jco. N. S-22-10250 7 5125/99", Page A-2 TEST BORING LOG BORING: B-i Sheet I Date(s) Drilled: 5/5199 Surface Elevation (ft): 49 j Total Depth of Boring (ft): 40.5 Hole Diameter (ln):8 3/4" Rig Type: Hollow Stem Auger Drilling Contractor C & K Drilling Depth to Groundwater (ft): 18.5 Boring Completion: Backlilled on 515/99 Caving: up to 21 ft after pulling auger out rPr-SM- FILL 101 249 15 bag 25 1 2 Tan fine SILTY SAND. - -- SC COLLUVIUM: 10 \_ Dark brown SILTY CLAY with minute voids. TERRACE DEPOSITS: 29 1.4 3 - Mottled gray-green poorly indurated fine CLAYEY 15 IF SANDSTONE. 114 15.2 31 2.5 4 rageé?i pooi IL1'Y - : 20 : • SANDSTONE. 38 1.4 5 ...Trace of fine GRAVEL at 21 ft. 25 .• SANTIAGO FORMATION: 63 1.4 6 : Tan-white slightly indurated fine to medium SILTY - 30 :- SANDSTONE. - 71/6" 1.4 7 35 79/6" 1.4 8 - - Gy-wh eCLAYE ILTSTONEp&rlybedded - - 40 ...Red-gray-brown below 38 ft. :]FE 45 NOTES: Total depth 40.5 feet. - So Sampler driven by 140-pound hammer falling from 30" height. 55 3 Elevation obtained from on-site survey. - 60 - 65 70 75 80 : 85 0 . C3 a Z -0 . . 0 O!g0 o..9 - E U' E. E U' Z , j CL c - 19 E c THIS BORING LOG SUMMARY APPLIES ONLY AT THE TIME AND LOCATION INDICATED. SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND TIMES. Logged by: TMP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS October 15, 2001 Number of pages including cover sheet: To: Robert Leavitt Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: John Eschenbach (760) 433-3082 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: [1 Urgent 0 For your review El Reply ASAP El Please comment Robert Here are the comments for Submittal #3B - Temporary Shoring for Pier Footings (Amend and Re-submit). The original will follow in the mail. Mark Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #313 1 Description: Temporary Shoring Plan Date: 10/15/01 Comments: The construction sequence shown on the proposed shoring plan calls for excavating a 6' vertical cut 10' off of the centerline of the railroad tracks prior to installing any shoring members. This would result in an unsupported 6' vertical cut within the loading influence of the railroad. Revise the construction sequence so the excavation is fully supported at all times. Show that the vertical beams and horizontal struts will be installed first in trench excavations. Then, the plates will be installed as the excavation progresses. AREMA specifies using the Boussinesq Equation to determine the railroad surcharge loading. Use 80% of the maximum pressure ordinate as given by the Boussinesq Equation. The loading that you are using is the SPTC Live Load Surcharge Curve. If this curve is used, the full value from the curve must be used in the loading calculations, not 80% of it. The 6" x 6" bottom struts that are located under the pier footing are considered deleterious material and canriot be located under the footing. Using the loading described above, the following members are overstressed: . W 8 X 18 vertical steel beams 6" X 6" struts 6' X 10' X 1" Steel plate No Exceptions Taken Amend and Resubmit Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG EN Checked By: Date: LS(3/ 9968 Hibert Street, Suite 202, San Diego, 131 PH(619)566-3113 F(619)566-6844 S S Project: Page: 'SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: San Diego, CA 92131 FAX (858) 566-6844 Revised: + + -4- 4. f -t I -9 4- F 4 j- 4- + t 9 t - 4- 4 4- -+ 9 1 1 - 4- 9 '- 4- T ' t-'-t ---t'•- t------- r 4-- --- 1- , - - 4+ -t---t- ---4- -4, 1 + + I * -± 4 t + .'t --t - - .- - '1' • --1- --- 4 • 4-- .- - 4- -t --- + - 4 * - 4 4- • . 1 + - r - 4- - 9 4-4 t - 1 + ''I --•-4- " + 't 4--t'---'+ ' - .. 1- --i-- -.4 - - 4 . -- 4--- + 1C) - ;_ - - \4 . ..• -, , , , 4 - - + - - • / • + -+ -4 , -. 4- F t - - • 4- . 4-' 4 I r '4- - - 4 • 4- ' I 4- ,-4-t ,-,- i - t ' ------• F - • 4- ,- 4-. - - • , , 4- •-- - 4 - -, P - 4 - % I C) -4 t F t 4. .....- - + - 4- jn -9- • . - - 4 4- ......* 4- ' - 4- -- -I '-----------------4- - ...........•1 -- - --- - I - -4- ----------------- 1 4 4- ---- -- -- ---- _ Page: _ 'SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Proj. #:W -1-o Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: fri San Diego, CA 92131 FAX (858) 566-6844 Revised: 4- e -3- + i- 3 + 4E4 HOg.t'Jc FOR- 4- -4- 1 Frii 4T F Ejrs 23 -4.- t''•• i .4-.' I - 4- -- 4 ---Tl - 4- 4- -t t -- 4- - 4- .1 +---- 4. 4. - • __________ - . f- - 4- 4- 4. 4 - . ,' 1---4-- -4-. •. . , - t - 4. .4 • L_-_ -4 4- 4.-- ________ -- - . I ' + - - • - - -•••-- • t • - 4. F IL2a,AT' t - - . - 1LAb + -4 ~Ve.ZWAtZ-G* - * - .4 •- ........-t +1 4- ,4- ;_ - ,.- -4 . 4 4 4 z 4 (j -LOAbl N&•(i-1rA-r - - -•--- - Ro Coopuz- 5O L.-OabbJ USS D / o MAX LOA_D Ee,..1 ,S - - (aop .6Q1.& /Fr L - - - -- v Designed: Project: F5 /NsErr14 9968 Hibert Street, Suite 202 I L_orN Od IIr)lt- San Diego, CA 92131 7\/A- _______ Page: z SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Proj. #: Date: 10-Z-01 (858) 566-3113 FAX (858) 566-6844 Revised: (Oliclo i 1.L3o-14'/J tA.tbr-( &'-r 4 4 POIL 63L' . 4 4 t 1 4 TOTL , +&, LF . 4 r , 4 coL..vg- T MT rx t * : . • 4 ~ . K + 4 + 4 S 4 t Z. t AK : • •4*LZ... •.. ~ 1 27 - 412. ZO 31 F • 2j.i ••ii•I•,••.. LkJx!6 , tJQ Qc'b f S Project: L Page: 3 SIMON WONG ENGINEERING 7 //V STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: 10 -z - 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: fr' San Diego, CA 92131 FAX (858) 566-6844 Revised: ID/IS/of - .........+ --4--., 4. - - .4 .....- -- - - •. - - + 4-- • • . * - . - Project: (O(I1A =V/N Page: 4 IMON WONG ENGINEERING STRUCTURAL& BRIDGE ENGINEERS Proj. #:Q 4o Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: Ji4 le_-L San Diego, CA 92131 FAX (858) 566-6844 Revised: " : 'i2.t I IQThL LbAt - L7 - 4 (o' frl,x t ± 1- 4 & ARWr!IJ , OeD ( iovre Flr/pr1: -4O FT "Ji (o ix o (') f 4 - I t - - - -i-- -!- t f6 4 ' 1- 4 - H ,. , •. - - f. +- +- f ' 1 • + ' t + SL3 4 i : • + (3 000) —, 1 Z7 s AL ~ 6.00 , - 4 s . •21 + •. , i) o - 5P+40 : : [t "OV 4 JAjj...2 •- + - • F ( ~00 %WA •-: 7 / - - • - • + -. •-•- I 4 -- - + * Boussinesq Equation Live Load Surcharge - Cooper E80 Loading+ 50% Impact CLT= 10 ft TL= 9 f q= 2666.667 plf exc. ht.= 8 ft Ht. From Angle B Angle A Pressure Actual Load height (ft) (radians) (radians) (psf) (ft) 0 #DIV/0! #DIV/0! #DIV/0! 8 i 0.1110 1.4464 370.69 7 2 0.2117 1.3279 674.69 6 3 0.2953 1.2191 877.35 5 4 0.3596 1.1218 980.39 4 - 5 0.4058 1.0359 1005.76 3 6 0.4365 0.9602 979.22 2 7 0.4551 0.8935 922.26 1 8 0.4643 0.8345 850.14 0 9 0.4668 0.7819 772.76 -1 10 0.4642 0.7349 696.09 -2 11 0.4582 0.6927 623.47 -3 12 0.4497 0.6546 556.57 -4 13 0.4396 0.6201 496.01 -5 14 0.4286 0.5886 441.82 -6 15 0.4170 0.5599 393.70 -7 16 0.4052 0.5337 351.16 -8 17 0.3933 0.5096 313.67 -9 18 0.3816 0.4873 280.67 -10 19 0.3701 0.4668 251.64 -11 20 0.3589 0.4478 226.08 -12 21 0.3482 0.4302 203.57 -13 22 0.3378 0.4139 183.71 -14 23 0.3278 0.3986 166.17 -15 24 0.3182 0.3844 150.64 -16 25 0.3090 0.3711 136.87 -17 26 0.3003 0.3586 124.64 -18 27 0.2919 0.3469 113.74 -19 28 0.2839 0.3359 104.02 -20 29 0.2762 0.3255 95.32 -21 30 0.2689 0.3158 87.53 -22 31 0.2619 0.3066 80.53 -23 32 0.2552 0.2978 74.22 -24 33 0.2489 0.2896 68.54 -25 34 0.2427 0.2817 63.40 -26 35 0.2369 0.2743 58.75 361 0.2313 0.2673 54.53 -2711 -28 CLT=Distance from centerline of track to face of excavation TL=Tie Length (9 is standard) qUniform surcharge load from train (800001bs / (5 x TL) x 1.5 Boussinesq Equation Pressure 0 500 1000 1500 10 5 _ 1.10 -15 -20 -25 -30 9968 Hibert Street, Suite 202, San Diego, CA 921 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/11/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the 0 Mail U Messenger U Overnight U Other following items via: I I I Response to Submittal #7-C Alternate Demo Shield (No exceptions taken) I REMARKS V/\P SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #7-C I Description: Protective Shield for Demolition I Date: 10/11/01 Comments: The proposed protective shield is adequate when there is a track and time window for the railroad. However, the barrier removal over the tracks will be done prior to sunset to comply with the City of Carlsbad Municipal Code noise statute. During the hours that the barrier rail will be removed, there is no track and time window. A protective shield that does not infringe on the minimum clearance requirements in the Special Provisions will need to be submitted for review. Provide a vertical shield per the Special Provisions Appendix B (6' 6" in height designed to cany a wind load of 30 psf). The alternate protective shield using the alternate bracket submitted by fax on 10/10/01 is acceptable. Railroad flagging will be required when erecting the demo shield No Exceptions Taken El Amend and Resubmit El Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Checked By: Date: 9968 Hibert Street, Suite 202, San 92131 PH(619)566-3113 F(619)566-6844 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 11, 2001 mberofpagesthcludgversheet:2 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: E Urgent Z For your review 0 Reply ASAP 0 Please comment Tom Here is the response to Submittal 7-C (No exceptions taken). The original will follow in the mail. I am still waiting on an updated. demo plan. We will nee to have that prior to demo work next Wednesday. Thanks Mark (619) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 - VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #7-C' I Description: Protective Shield for Demolition I Date: 10/11/01 Comments: The proposed protective shield is adequate when there is a track and time window for the railroad. However, the barrier removal over the tracks will be done prior to sunset to comply with the City of Carlsbad Municipal Code noise statute. During the hours that the barrier rail will be removed, there is no track and time window. A protective shield that does not infringe on the minimum clearance requirements in the Special Provisions will need to be submitted for review. Provide a vertical shield per the Special Provisions Appendix B (6' 6" in height designed to carry a wind load of 30psf). The alternate protective shield using the alternate bracket submitted by fax on 10/10/01 is acceptable. Railroad flagging will be required when erecting the demo shield No Exceptions Taken [] Amend and Resubmit Make Corrections Noted F-1 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENGINEERING Checked By: Date: 10 -11-61 9968 Hibert Street, Suite 202, San Die 92131 PH(619)566-3113 F(619)566-6844 Projec.: =VA/ Page: SIMON WONG ENGINEERING \ STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 t_ø1\ J San Diego, CA 92131 FAX (858) 566-6844 Revised: -f 2..S t ,-*-,. j4 ---t -f-,. - --- .4. . - --...---J...----. - ........... - -. - t .- 4.4 + + .t . -- J- - ., ,-. .- 1-• ,.4. ........ .. . ._.4.. 22 P ~F 1 . Th - + + . .4. - + , _ f . ff . 4 * 4 4 : 4. + + F 4.•:,, + 4 -, - .- . . .t- 'i ,. t 4. 4 .-. 4-. I 4. f <74,'7 ' (2 s)2 S 2 /Z + K 31s OK + * _.LJ1tr.O_4fFtf4.~.+r ++ Project: Page: - \\ STRUCTURAL & BRIDGE ENGINEERS Proj. #: 'SIMON WONG ENGINEERING Designed: Date: [1 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: San Diego, CA 92131 FAX (858) 566-6844 Revised: (+1E (3 ) 4 ISO rL f= 4 - r 4- t .4 Ki l t -1--'- -4 --' • + '- , • + - f • • - * 4-.-t - SO 3 Li 0 Y L + 4 aoo 0 K I ( - + tl3 /rC 01 7-7 ZZi - 4- • - I - 4- ., • -*'-** -, .4 - * S 0 r Project: - Page: 'SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: 9968 Hibert Street, Suite 202 (858) 566-3113 Checked: San Diego, CA 92131 FAX (858) 566-6844 Revised: zc OS 2o' + .L i4 4 4, 4 'c4t + 4. 2_c' Zx1-).1,N6 (Soi64) MMAX (('Bz) CZ-T'2 Fr i -LB + I7 z000 t 4- - 4 .4..I t • 4 * 4 ., f- . - . * . .j:• SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 10, 2001 Number of pages including cover sheet: 5 To: John Eschenbach Amtrak Phone: (760) 966-6512 Fax phone: (760) 433-3082 CC: From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: El Urgent For your review El Reply ASAP El Please comment John, Here is Herzog's proposed demolition shield for Poinsettia. Take a look at it and let me know what you think. I have not had a chance to review the design of it, but the concept seems adequate. They plan on installing the demolition shield on Friday and Monday (10/12 and 10/15). Have you received a flagging request for these days? Give me a ring when you get a chance. Thanks Mark (619) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 21-6j 2X4 16' OC PLY 3x2xY4 ANGLE EXISTING BARRIER RAIL TO BE REMOVED - 3' DIA BOLT, 1W 3x2xX ANGLE EPCDN EPDXY ANCHOR OR EQUAL WITH ' DIA THREADED ROD, 9' EMBEDMENT ALTERNATE BRACKET SEE DETAIL 5' DC - TYPICAL SECTION . ALTERNATE BRACKET ALTERNATE BRACKET DETAIL OCT 10 '01 10:11 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 I 2-r - 'lJ8aI4at r LL silt 7..- ) 3_l& -L- 1•2scq0jr •''t' _ 1- .. - ' 2 d. . - -r L- 4,-- flL- 4- aw 0 P.05 OCT 10 '01 10:11 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 1rL -t 1tJes - - 31* t%r jc ~ tE-c.0 -r £ (-zir) L-c)k • zgs 17 F ** TOTAL PAGE.5,** OCT 10 '01 10:10 FR HERZOG REGIONAL 760 966 0900 TO 10565666844 P.01 HERZOG CONTRACTING CORP. P.O. Box 251 1 Phone: (760) 966-0600 Fax: (760) 966-0900 FAX.VIJLSHEET TO(COMPANY): Su-non &Wong . FAX NUM1ER: 858-566.6844 ATTENTION: Mark Plothikiewicz FROM: Tom Beutler TIME SENT: DATE SENT: 10-10-01 NUMBER OF PAGES INCLUDING COVER; 5EA MESSAGE: Alternate bracket for demo shield. Pb To 7C IFYOU DO NOT RECEIVE ALL OF THE PAGES LISTED OR HAVE ANY OTHER PROBLEMS PLEASE CONTACT THE OPERATOR AT (619) 662-3131 I OCT 10 2001 1I1 2X4 f 16' OC PLY 3x2xY4 ANGLE EXISTING BARRIER RAIL TO BE REMOVED 3' DIA BOLT,, TYP 3x2xX ANGLE EPCDN EPDXY ANCHOR OR EQUAL WITH 3' flEA THREADED ROD, 9' EMBEDMENT ALTERNATE BRACKET SEE DETAIL 5' DC TYPICAL SECTIEIN. ALTERNATE BRACKET -J Li r=1 n OCT 10 '01 10:11 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 P.03 0 v/I . ()() rL' ) ') Z = nt c:' 4 Ts —I -.----- cfl (jc 4c)b PIT 10 ((c.c) k• -t 4 $,3 0 . C >h- -r1 cal T5 •j72 dT' I •' T - I __- t't79999S8S8T 01 006 996 09L. 1UN010MI 902èI3H èid TT:01 TO, 01 IDO OCT 10 '01 10:11 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 P.05 _t - 0 to S.0s - ILf' "\tID Ps.hi Use 1L" • ' .4_r !zl ** TOTAL PAOE.05 ** HERZOG CONTRACTING CORP. 0049 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: October 09, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Project No.: Overhead Widening 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotniklewlcz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 007C This is an Original This is a Revision of Submittal no Submittal No.: 76 Subject of Submittal: Alternate Protective Shield for Demolition Specification Section(s): 303-1.14 & Appendix 'B' Plan Sheet Numbers(s): N.A. COPIES DATE (NO, DESRIPTION 3 10-03-01 P5-2 Shop Dfawing of Alternate Protective Shield 3 10-03-01 1 Calculations Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X following deviations: Anticipated shield per submittal #7 to be utilized at night to accomodate rail traffic. Contractor's Authorized Signature: Thomas T.Beutler, Project Manager I ___ -j JT P, L- tJ14 e_ • • (_ø I "7c12 tL, • ..• Iv\ FA o S S io/ 7 4 <7J-/7 v (-iz-) C2 2 I3 •, ' r 'ti±. I . .. . . . 2 •. - • . kr D • • c, - 16 •• •. • •• • 0,' C - - . • — --•• • S... çc t? • 2.Lo . If) . -. S I - Z4 • ___ ___ (\ • S. •• ZLI(4 • 0 • y • \1\9 ic-[1 I -17— L 2 cT 26 - (/) (J/A No. 5505 Engineer's Computation Pad i ' DIA BOLT \ SEE SECT] BOLT 4X4 TO [ E LE DIA BOLT, TYP 5,4 CHANNEL '-C4X5.4 BOLT 110 4X4 I . WACO 28' OVERHANG / - BRACKET OR: EQUAL EPCON EPDXY ANCHOR OR EQUAL / . . . ' DC WITH 3' DIA THREADED ROD, : 9' EMBEDMENT TYPICAL SECTION 9/'DIA BOLT EXISTING BARRIER RAIL TO BE REMOVED 2X4 16' DC - PLY 60-60 b 3x2xY4 ANGLE 34' DIA BOLL TYP j 3x2x3, ANGLE - 0'-3 0'-4W DM 51 HOLE TYP - C4x.4 CHANNEL C4X54 'CHANNEL 4X.4 CHANNEL DETAIL . . . SECTION A—A NOTES 1)ALL TIMBER IS DOUG LAS 'FIR. ALL BOLTS ARE A6 STEEL DR BETTER MAX ALLOWABLE DEPTH OF CONCRETE RUBBELL IS 12 PROTECTIVE COVER, OVER' RR 'TRACKS ONLY, FOR REMOVAL OF EXISTING BARRIER RAIL.. S S . ' IEV1G DAIt DATE 10-03-01 DAN BY T.B. . .. .. HERZOG CONTRACTING CORP POINSETTIA LANE OVERHEAD WIDENING CITY 'OF 'CARLSBAD'CONTRACT NO 3551 . . . . . . PROTECTIVE. SHIELD . . ALTERNATE 1 PS 1 VTiCn.$flELfl '. im NO.cfccl= 40524 IN ' . . . I \Vl\\r) SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/10/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 - Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the Z Mail fl Messenger D Overnight D Other following items via: I 1 I Response to submittal #9—One lane traffic control (Make corrections noted) I REMARKS cc: File Signed: 9968 Hibert Street, Suite 202, San Diego, CA 9213 VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #9 I Description: TCP for One Lane Closure I Date: 10/10/01 Comments: 1. Please refer to the attached marked-up drawings for comments. E No Exceptions Taken LI Amend and Resubmit Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENG,J34EERING Checked By: Date:fL) /O -! 9968 Hibert Street, Suite 202, San Die' CA 92131 PH(619)566-3113 F(619)566-6844 : - - END N .•--, j. .• •• U I. / r-jpomm' LI! (TYf. RI W1rH 'CHAJ1çM 1 &lIAME1(r9' FC 99 lag-er. YFnOp&P'WPJ-' - rEwlvrt FElffG. \. I --- I -- I Q / YFRO. T& _s._. -- •t , r - / -_ ' I - I 30't i LA if I I • D46 14 .L .. .k--- - T.I. 70 VErAlL al \4 \\ \ \? cz • Ali6AV !516 PJ : i 1 ' 1 \ c\ \ \ __-- F(-cgs SLL C-'T cT L L V lvi' v.i NOTES' I1aV \ - -' D SEE SHEET TC-5 FOR CONTINUATION. ONE LANE TO BE USED FOR DEMOLITION OF EXISTING _- - POINSETTIA LANE BRIDGE. GIRDER ERECTION, K-RAIL INSTALLATION AND REMOVAL, ETC. BOTH DAY AND NIGHT CLOSURES WILL BE REQUIRED. r I-W-C4-C1(TB IHERZOG CONTRACTING CORP. TRAFFIC CONTROL Ben me 4.. P(W4StTTTA RD CN(RXING SIDCN POINSETTIA - ONE LN1Z ROAD TC-4 40524J L CITY OF CAMUO UI1ITUCT NO =3 CITY OF CALBAD - S S • S APPROVED r ~af f i EngIneer Date - C2J -II--'- I . - - . ~,' I MItT,tc(t4 ' -e •P L-L- NOTES 1) SEE SHEET TC-4 FOR CONTINUATION. HERZOG CONTRACTING CORP. TRAFFIC CONTROL J POINSETTIA RD OVERXING VIDEN POINSETTIA - ONE LANE ROAD TCS j0524I CItY Il CAALMAD CONTRACT Pn 3553 _ -'1raffic Engineer Date 'TRAFFIC CONTROL NOTES WORK HOURS TO BE RESTRICTED TO TO UNEESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCA VA HON BY PHYSICAL BARRIERS DESIGNED, INSTALLED. AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. TEMPORARY N0 PARKING/TOW A WA Y SIGNS STATING THE DATE AND lIME or PROHIBITION WILL BE POSTED 72 HOURS PRIOR To COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)937-2797 TO VALIDATE POSTING. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY VA-lEN SPECIFICALLY SHOW ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. B. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9, TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS. IF DAMAGED. UTILITIES INSTALLED WITHIN 700 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 70. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT. AN ORANGE VEST. AND A C28 STOP/SLOW PADDLE ON A 5 FOOT STAFF. II. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAL TRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT. AND QUALITY ILLUSTRATED ON THIS SHEET. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM ViEW WHEN NOT IN USE. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INI71A TE FIELD CHANGES TO INSURE PUBLIC SAFETY. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED VAIH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. TARIF 1 APPROACH SPEED (M.P.H.) TAPER LENGTH L1' NUMBER Of CONES FOR TAPER • SPACING OF CONES ALONG TAPER 25 125 6 25 30 180 . 30 35 245 8 35 40 320 9 40 45 540 13 45 50 600 13 50 50+ 1000 21 50 NA,LU LIlY 1W YUUI IlYLIL LANL IHI c(A.UMN I AL()APMUPKIAlt FOR LANE MOTHS LESS 77-IAN 12 FtEF. APPROACH SPEED MPH.) MINIMUM DISTANCE IN FEET L, BETWEEN SIGNS • FROM LAST SIGN TO TAPER 0 - 25 200' 200 30 - 40 350' 350' 45-50 500' 500' OVER 50 1000' 1000' EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS SIGNAGE NOTES 7. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEUCES ON ALL NIGHT LANE CLOSURES. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. A C13 'END CONSTRUCTION OR C74 'END ROAD WORK SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOIJS, OR ENDS WITHIN A LARGER PROJECT LIMITS. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES DR FITTED VAIN 13 REFLECTIVE SLEEVES. FLASHING ARROW SIGNS SHALL BE EITHER TYPEI OR TYPE II. SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE I AND 50 FOOT MAXIMUM SPACING ON TANGENT. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC- QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 5-0416 OF THE MANUAL OF TRAFFIC CONTROLS" ' ONTROLS'. PLACE C30 LANE CLOSED SIGN AT SOO'-IDOO' INTERVALS THROUGHOUT EXTENDED- WORK AREAS. WHEN A PILOT CAR IS USED, PLACE C37 "TRAFFIC CONTROL-WAIT FOR PILOT CAR SIGN. II. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. .72. CONSTRUCTION AREA TRAFFIC CONTROL DEUCES SHALL MEET THE PROVISIONS OF SECTION 72 OF THE MOST RECENT EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS TARI F 7 APPROACH L2 SPEED (FEET)* (MPH.) 0-30 200 30-45 300 OVER 45 500 INCREASE BY 202 ON SUSTAINED DOWNGRADES STEEPER THAN 32 AND LONGER 71-IAN I MILE. Cl C20 I I C24 '-' C37 -8> 'C9A <g> C20(Lt) K3' , C30 K> wi(Lt) IC0NS1 END CT10N I C13 C20(Bike) C30A Wi(Rt) [ROAKI C14 C21 <9>C30(Bike) KS. W2(Lt) R49M C18 C23 <*> C36 W6 R96 TYPICAL CLOSING OF HALF ROADWAY . . - - . - ROWUNE CURB C13 OR CI4 . SIDEWALK co'uI C20(Ll) C18 "OR al PARKING OR BIKE LANE TAPER L (SEE TABLE I) TAPERL (SEE TABLE I) - STREET NAME L1 750' MIN Li Li L3 L3 L3 BUFFER ADVANCE WARNING SIGNS (SEE TABLEJL t"' -t •k r "' • . • i - - - — ADVANCE WARNING SI 30 11 (SCE yy— - - --.2)--- \--- L3 Lj L1 . L3 . C30 r/''//.A • 146 AND - 4 r//////A W7(Rl) OR - C23 - - - I - - - -- I - R-O-W LINE - - R49 (I) TEMPORARY "NO PARKINCITOW AWAr ZONE () IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY 'NO PARKING/row AWAY' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. 0 IF OUTSIDE LANE IS A BIKE LANE THEN C20 (BIKE LAME CLS.EO AHEAD) AND CJO (BIKE LANE CLOSED) SIGNS ARE TO BE POSTED AS 5H01W4. NOT TO SCALE TYPICAL .I4NE AND SHOULDER CLOSURE CD TEMPORARY "HO PARKING/tow AWAr ZONE - - R-O-W LINE 03 OR C14 ji 1 SIDEWALK . ' CJOA 4i4 CIp OR C23 PARKING OR BIKE LANE CURB - - . FAPER - - (sff TABLE I) ADVANCE WARNING SIGNS (SEE TABLE J) - - - — - TAPER 15'MIN (SEE TABLE I) BUFFER ,_ADYA.N.CLfIARNIN..S1EAIS.jSEL TABLL..3, - - - - - . L. Ll L3 10 =WORKAREA CIB OR C23 C2I5 C2Ô • PARKING LW BIKE LANE4 i/2"4 CIJ LW C14 NOT TO SCALE - - ___________ - - . - €z9-W_ LINE - - ___________ - _______ CD TEMPORARY N0 PARKING/TOW AwAr ZONE (I) IF OUTSIDE LANE IS A PARKING LANE DIEM TEMPORARY "HO PARKING/TOW AWAY- SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. - () IF OUTSIDE LANE IS A BIKE LANE 71-lEN C20 (BIKE LANE CLOSED AHEAD) AND C30 (BIKE LANE CLOSED) SIGNS SIIALL BE USED INSTEAD OF C24 (SHOULDER 14011K AHEAD) AND CJOA (SHOULDER CLOSED). RESPECII6ELY. (3J IF OUTSIDE LANE IS A BIKE LANE THEN C20 (BIKE LANE CLOSED AHEAD) AND C30 (BIKE LANE CLOSED) SIGNS ARE TO POSTED AS SHOWN. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL I .,. •. •,... I CURB CI8 CU OR CI4 STREET NAME L2 VARIABLE (SEE TABLE 2) ,( J6 C9A OR C23 3 L Lj MIll. r - ADVANCE WARNING JSEE TABLE ADVANCE WARNING SIGNS (SEE TABLE 3) L1 Lj Lj C3O •. .C9A .kC36. AREA , •• - C13 OR 04 CIB UX C23 CURB TEMPORARY N0 PARKING/TOW Aw r A NOT TO SCALE ZONE - DETAIL TYPICAL SIDEWALK CLOSURE LEGEND 1 / R49M R96 :1 :I R96 SIDEWALK - DIRECTION OF TRAWL 7" 12 3" 2 7" EIQ1..IO_SCALE TRAFFIC CONE/DELINEATOR * TYPE II BARRICADE 5HEET1 CITY OF CARLSBAD PORTABLE SIGN — FLAGGER ' ' ENGINEERING DEPARYMENT Y - FLAG TREE - ( FLASHING ARROW SIGN :- — IO"R PORTABLE FLASHING BEACON (5L SIOIACB NOTE 13) CITY OF CARLSBAD APPROVED K-RAIL (E 50 CCRER . APPROVED — CHANGEABLE MESSAGE PUBLIC WORKS DIRECTOR P( EXPIRES DATE . SIGN KRAIL 'OWN BY: I PROJECT NO. (CONCRETE BARRIER TYPE 50) _______________________ For TRAFFIC ENGINEER BATE ICHXO BY: RVVD B II 1ORANC] SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 10, 2001 Number of pages including cover sheet: 5 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: D Urgent 0 For your review [1 Reply ASAP [1 Please comment Tom Here is the response to submittal #9 - One lane traffic control on Poinsettia (Make corrections noted). The original will follow in the mail shortly Mark Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 I SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #9 I Description: TCP for One Lane Closure Date: 10/10/01 Comments: 1. Please refer to the attached marked-up drawings for comments. El No Exceptions Taken [I] Amend and Resubmit Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENG,J34EERING Checked By: i __ Date: ID /0 i 9968 Hibert Street, Suite 202, San Die/CA 92131 PH(619)566-3113 F(619)566-6844 flU i . ,,— •c p U / S ., I • • * •1• '1 \\ rc rr' M l'o6jA Mee N) --- -r 4 A \ j TFnO)( 47. P"SQP Il ' EINk-N7 FE - / ryr TOE CF 5tO ' -'' •.,.....------------------------: -Ic-- -_.-------.----•-.-.--.\ ---I ' :--- 'c:-------rr- IAJ lip -. 4T • 17 • .?. ' . ' - - - '-' t ii' !t!__ S 1\J - 17434T V OF-TAIL al \ \A \ \ \ -- -------- --4 —z ow cmfl FL1G's LL NOTES' '"''' TMcS. ) SEE SHEET TC-5 FOR CONTINUATION. 2) ONE LANE TO BE USED FOR DEMOLITION OF EXISTING a - POINSETTIA LANE BRIDGE, GIRDER ERECTION, K-RAIL M. INSTALLATION AND REMOVAL, ETC. 3) ROTH DAY AND NIGHT CLOSURES WILL RE REQUIRED, HERZOG CONTRACTING CORP. TRAFFIC CONTROL U PaiNtTfle MD Dd(RX!NZ WIDEN POINSETTIA - ONE LANE ROAD TC-4 405241 I CITY ar CflAb c000v P@ 35S3 APPR O V ED - 7'raffic Engineer Date C2J —r . NOTES, * * -4 0- -4 D r D IR 1) SEE SHEET TC-4 FOR CONTINUATION, j IHERZOG CONTRACTING CORP. I TRAFFIC CONTROL Jmo L1... I POfl4S(Tfl* RD UVERX.IPUj VIDEN POINSETTIA ONE LANE ROAD TCS 40524! I CT 41 CASLIELAD CN1MCT G 353 * 649, raffic Engneer Date APPROACH SPEED (M.P.H.) TAPER LENGTH L NUMBER OF CONES FOR , TAPER • SPACING OF CONES ALONG TAPER 25 125 6 25 30 180 7• . 30 35 245 8 35 40 320 9 ' 40 45 540 13 45 50 600 13 50 50+ 1000 21 50 APPROACH SPEED (FEET)* (M.P.H.) 0-30 200 30-45 300 ' I OR 45 500 INCREASE BY 202 ON SUSTAINED OOIIFIGRADES STEEPER THAN .32 AND LONGER THAN I MILE. TRAFFIC CONTROL NOTES WORK HOURS TO BE RESTRICTED TO TO UNLESS APPROVED OTHERWISE. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. TEMPORARY "NO PARKING/TOW AWAY SIGNS SM TING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PRO VIDEO. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS. IF REMOVED OR DAMAGED. B. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS. IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER DR HIS AUTHORIZED REPRESENTATIVE. ID. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST. AND A C28 "STOP/SLOW" PADDLE ON A 5 FOOT STAFF. II. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS .4 DAY. 7 DAYS PER WEEK, BY THE CONTRACTOR. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAL TRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE -ZONES, LATEST EDITION. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE'OETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. ALL TRAFFIC CONTROL OEWCES SHALL 'BE REMOVED FROM' VIEW WHEN NOT IN USE. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 957-2828 AT LEAST '72 HOURS IN ADVANCE OF STARTING WORK. Ii. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. SIGNAGE NOTES NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING 51C4'IS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK' SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE (ND OF THE WORK AREA IS OBVIOUS. OR ENDS WITHIN A LARGER PROJECT LIMITS. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. FLASHING ARROW SIGNS SHALL BE EITHER TYPE'.I OR TYPE It. SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOW IN TABLE I AND 50 FOOT MAXIMUM SPACING ON TANGENT. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC-QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 5-04:6 OF THE "MANUAL OF TRAFFIC CONTROLS". PLACE C.30 "LANE CLOSED" SIGN AT 500'- 1000' INTERVALS 'THROUGHOUT EXTENDEC} WORK AREAS. ID. WHEN A PILOT CAR IS USED, PLACE C37 "TRAFFIC CONTROL-WAIT FOR PILOT CAR" SIGN. II. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. '12. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS. UAS.EU GN 12 FOOT WIDE LANE THIS COLUMN IS ALSO APPROPRIA lE FOR LANE V.IDIHS LESS THAN 12 FEET. TIILRI F APPROACH SPEED M.P.H.) MINIMUM DISTANCE IN FEET 13 BEEN SIGNS • FROM LAST SIGN TO TAPER 0 - 25 200' 200' 30 - 40 350' 350' 45-50 500' 500' OVER 50 1000' 1000' EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS SIGNS. 020 C24 C37 <* C20(Lt) 4> 1 030 KS) wl(Lt) <~9> C20(Bike) C30A K3 W1(Rt) 4> C21 <& C30(Bike) KS> 'W2(Lt) R49M C23 C36 W6 R96 - - __R _______ TYPICAL CLOSING OF HALF ROADWAY .. -O-W LINE SIDEWALK C200I C20(LI) CI8OR C23 PARKING OR BIKE LANE TAPER L (SEE TABLE I) TAPER L (SEE TABLE I) STREET NAM E __!J_ L1 150 MIN ____ L3 L3 ' ____ Li I BUFFER - __j. .L_ ADVANCE WARNING SIGNS (SEE TABLEL - i f: C30 Ø - - I WA SI (SEfl&E 3TL • AREA L3 1 L3 ~oo /4 WI(RI) OR P AND c C2I OR C2O WI(U)OR). ANJ41S*4 PARKING OR BIKE LANE (2)C2o(BIxE) ØCJO(B!KE) R96 'j//,.' :t R96 SIDE WALK C?) OR CU (I) TUMFORAW 'ND A PARKING/TOW IA - - R-O-W LINE - - ® IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY NO PARKING/TOW AWAY--SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. (23 IF OUTSIDE LANE IS A BIKE LANE THEN C20 (BIKE LANE CLOSED AHEAD) AND CJO (BIKE LANE CLOSED) SIGNS ARE TO BE POSTED AS -SHOWN. NOT TO SCALE TYPICAL LANE AND SHOULDER CLOSURE R-O-W LINE (DTEAIPORARY 'NO PARKING/TOW AwAr ZONEQ 423 SIDEWALK CURB - - C?3 OR C14 ••" JGN I4 CI8 OR C23 PARKING OR BIKE LANE (SEE TABLE I) ADVANCE WARNING WARNING SIGNS (511 TABLE 3) - - - - - - NAIL I TAPER L 1 •I50'MIN I Jjt TABLE 1) BUFFER — — _AQYANCLWARNI&GSIGNS.jL. TABLL.41 - -. - - L.i Li ____________________ WORK AREA4 CIB OR C23 C C26 • PARKING OR CI) OR CU C'tCZC(BIKEJ BIKE) SIDEWALK 89-W LAVE W TEMPORARY 740 PARKING/TOW AWAr ZCNE DI LANE IS A PARKING LANE THEN TEMPORARY 'No PARKING/TOW AWAY- SIGNS ARE ID BE POSTED PER TRAFFIC CONTROL NOTE 4. :DE LANE IS A BIKE LANE THEN C20 (BIKE LANE CLOSED AHEAD) AND c30 (BIKE LANE CLOSED) 91J15 SIIAU BE USED INSTEAD OF C24 (SIlouwel? WORK AHEAD) AND CJOA (SHOULDER CLOSED). RESPECTIVELY DI LANE IS A BIKE LANE THEN C20 (BIKE LANE CLOSED AHEAD) AND C30 (BIKE LAME CLOSED) SIGNS ARE TO POSTED AS 9IONA. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL I I \. CONES 50 MAX WACNC CURB CI) OR C14 .ç36 •C9A CI8 OR C23 L2 VARIABLE (SEE TABLE 2) - 12 unj_ STREET NAME , Lj L3 Lj - ADW,NCE WARNING SIaIJSEE TABLE 3j•_ - ADVANCE WARNING SIGNS (SEE TABLE 3) L .C9A Cm, cio j • CI3 OR CI4 23 -I CURB - TEMPORARr I 'NO PARKING/TOW AwAr I SOT 10 SCALE z(rI1'). • DETAIL TYPICAL SIDEWALK CLOSURE 24" ________________________________________________________________________________ END R96 tR96 SIDEWALK R49M I OF TRAVEL 7 12m-2 SIGN 5"R NOT TO SCALE ONE/DELINEATOR kRRICADE SHEET ii SHEETS CITY OF CARLSBAD I. ENGINEERING DEPARYMENT II I ARROW SIGN FLASHING BEACON iQIAGC NOIC 53) CITY OF CARLSBAD APPROVED 'I 50 Y Pt ONcRttr BARR ) APPROVED ILE MESSAGE SIGN PUBLIC WORKS DIRECTOR Pt EXPIRES DATE K-RAIL (CONCRETE BARRIER TYPE 50) OWN BY: II PROJECT NO. NO.J For TRAFFIC ENGINEER DATE BY___1I 1AAINC CHKO BY: II IRVWD SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX Date: October 4, 2001 Number of pages including cover sheet: To: Bob Johnson City of Carlsbad Traffic Phone: (760) 602-2752 Fax phone: (760) 602-8562 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: Urgent El For your review EJ Reply ASAP D Please comment Bob Here is the one-way traffic control that Herzog has submitted for Poinsettia Lane. I will be by the Faraday office to pick up the submittal for the complete closure of Poinsettia tomorrow morning (Friday). Herzog's set up for the one-way traffic control includes signing in advance of the lane closure that states "Poinsettia Subject to Delay - Use Alt. Route". Please review this lane closure at your earliest convenience and call me if you have any questions. Thanks in advance Mark (6 19) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 OCT 04 '01 15:13 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 P.02 HERZOG CONTRACTING CORP. 0047 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: October 04, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Overhead Widening Carlsbad, CA 92008 Project No.: Owner 3551 City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 009 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Traffic Control for One Lane on Poinsettia Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): N.A. COPIES I DATE [NO. DESRIPTION 3 10-04-01 TC-4 & 5 Traffic Control Plan for one lane on PoInsettia Lane Contractor's Certification: Check and complete either (A) or (B) below. (A We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have revieweI in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified In or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X following deviations: C or's Authorized Signatu Thomas T.Beutler, Project Manager ,743+T5. TI 0 \ / I.V4 CTYPE ) -• -e' K PENC- - . 1 4MèHT¼' FEiiIhG RoOW --------------- NOTES' SEE SHEET TC-5 FOR CONTINUATION. ONE LANE TO BE USED FOR DEMOLITION OF EXISTING POINSETTIA LANE BRIDGE, GIRDER ERECTION, K-RAIL INSTALLATION AND REMOVAL, ETC. BOTH DAY AND NIGHT CLOSURES WILL BE REQUIRED. r I am i —j Mw rl 1HERZOG CONTRACTING CORP. PO1NTflA RD UVERXING WIDEN CITY OF CARLSBAD CONTRACT NO. 353 TRAFFIC CONTROL POINSETTIA - ONE LANE ROAD so J TC-4 40524i NOTES; 1) SEE SHEET TC-4 FOR CONTINUATION. T.B. I 1Z0G CONTRACTING CORP. POINSETTIA RD OVERXING DEN CITY or CARLSBAD CONTRACT I I TRAFFIC CONTROL J POINSETTIA - ONE LANE ROAD a7 I. 1 I I I TC-5 I I I 110-04-01 1 4Q524 r OCT 04 '01 15:12 FR HERZOG REGIONAL 760 966 0900 TO 18585666844 P.01 HERZOG CONTRACTING CORP. P.O. Box 2510, Oceanside, CA 92051 Phone: (760) 966-0600 Fax: (760) 966-0900 FAX Co VER SHEET TO(COMPANY): Simon & Wong FAX NUMBER: 858-566-6844 ATTENTION: Mark Plotnikiewicz FROM: Tom Beutler TIME SENT: DATE SENT: 10-04-01 NUMBER OF PAGES INCLUDING COVER: 4EA MESSAGE: Submittal #9 - Traffic control plan for one lane on Poinsettia. IF YOU DO NOT RECEIVE ALL OF THE PAGES LISTED OR HAVE ANY OTHER PROBLEMS PLEASE CONTACT THE OPERATOR AT (619)662-3131 OCT 04 '01 15:13 FR HERZOG REGIONAL 768 966 8908 TO 18585666844 P.82 HERZOG CONTRACTING CORP. 0047 P.0; Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: October 04, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Overhead Widening Carlsbad, CA 92008 Project No.: Owner 3551 City of Carlsbad Attn: Mark Plotnikiewicz Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 009 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Traffic Control for One Lane on Poinsettia Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): N.A. COPIES DATE NO. DESRIPTION 3 10.04-01 TC4 & 5 Traffic Control Plan for one lane on Poinsettia Lane Contractor's Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X following deviations: or's Authorized Signatu Thomas T.Beutler, Project Manager 9 •1 RI4 I1TPf ) __ V.&VK PS- iYT'p&P"SWP)Ql . I • . NOTESi UI'5 US' 1) SEE SHEET TC-5 FOR CONTINUATION. - 2) ONE LANE TO BE USED FOR DEMOLITION OF EXISTING POINSETTIA LANE BRIDGE, GIRDER ERECTION, K-RAIL INSTALLATION AND REMOVAL, ETC. 3) BOTH DAY AND NIGHT CLOSURES WILL BE REQUIRED. I !HERZOG CONTRACTING CORP. TRAFFIC CONTROL POINSETTIA RD OVCRXING VIDEN POINSETTIA - ONE LANE ROAD JA1C4 40524 CITY (IF CARLSBAD CONTRACT NCL3553 I NOTES 1) SEE SHEET TC-4 FUR CONTINUATION. rI '' r-" IHERZOG CONTRACTING CORP. I TRAFFIC CONTROL I I 0524b I CITY RU9AD CONTRACT N 33 I 1004 01 T,B. POINSETTIA RD OV(RXING VIDEN POINSETTIA - ONE LANE ROAD TC-5 A SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #2 Description: Baseline Schedule I Date: 10/8/01 Comments: Change the notice to proceed date to October 1, 2001. The only activities that may have a start date prior to the notice to proceed date (Octoberl, 2001) are your "prepare" activities. All other activities must begin either on the notice to proceed date or later. The following activities are not shown on the schedule: Demolition Shield Plan Review Demolition Shield Construction A.C. Mix Design Review Welding QCP Review Chain link railing shop drawing review LI No Exceptions Taken Amend and Resubmit LI Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENQflERIbG Checked By: Date: /0 -8-o( 9968 Hibert Street, Suite 202, San Diego, Q"A 92131 PH(619)566-3113 F(619)566-6844 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 8, 2001 Number of pages including ver sheet: 2 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: El Urgent For your review D Reply ASAP 0 Please comment Tom Here are the comments for Submittal #6 - Concrete Mix Designs (Amend and re-submit). The original will follow in the mail shortly. When re-submitting, you do not need to submit the mix designs again. Just submit the compressive strength test results. Mark Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #6 I Description: Concrete Mix Designs I Date: 10/8/01 Comments: 1. For mix designs #203202 and #204002, provide 10 compressive strength test results for each mix design from previous jobs that have used these mix designs. Or, the above mix designs may be evaluated from field tests for trial batches per Section 201-1.1.3 of the 2000 Greenbook. El No Exceptions Taken Amend and Resubmit [1 Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WO Checked By: 9968 Hiber Date: /0 8Oi )566-3113 F(619)566-6844 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/8/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 - Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler - From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the Mail 0 Messenger LI Overnight 0 Other following items via: Copies Description 1 Response to Submittal #6— Concrete Mix Design (Amend and re-submit) REMARKS cc: File Signed: 9968 Hibert Street, Suite 202, San Diego, CA 92131 Checked By: 9968 Hiber - Date: /Z) -8-Oi 1)566-3113 F(619)566-6844 SIMON WO VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #6 I Description: Concrete Mix Designs I Date: 10/8/01 Comments: 1. For mix designs #203202 and #204002, provide 10 compressive strength test results for each mix design from previous jobs that have used these mix designs. Or, the above mix designs may be evaluated from field tests for trial batches per Section 201-1.1.3 of the 2000 Greenbook. LI No Exceptions Taken Amend and Resubmit Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. P.O. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 orm nop urawung I ransmun Date: September 17, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Attn: Mark Plotnikiewicz CA 92008 Construction Maner- Submittal No 006 This is an Original This is a Revision of Submittal Submittal No.: N.A. Subject of Submittal: Concrete Mix Designs Specification Section(s): CALTRANs 90-1 Plan Sheet Numbers(s): N.A. COPIES DATE { NO. bEsRIPTIoN 3 8/27/01 1 Mix #203202 - APWA 565C3250 (Curb & Gutter etc.) 3 8/27/01 1 Mix #204002 - Caltrans Class D 3 8/27/01 1 Mix #293001 - CTPM3 (cement treated permeable material) Contractor's Certification: Check and complete either (A) or (B) below: (A We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed In detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: omas T.Beutler, Project Manager mio !6 rneisT eniwsiaqofi8 :9tO 'scnM bsjpiq 64 bO) ot& x8 ..q 3O? A3 oeIG ri2 bcdeb3 10 ytiO oT vA ytbsinR Mr 80O4 A3 ,bdehs3 s3iwei,ntoR haM r'flA no3hu1Ino3 FOO iodrneqsB ori&J siltsanio9 üninsbW bmovO raec bsd&i23 !o '413 svA ysbsiEA &V 80092 A3 bsati$3 ioo OT3AT0103 )O33H lo noiv51 c eJ eldT IstighO ns al &1T fQQ oW !cifrndu2 :.ot'l lsffilmduP, liJimdu3 - - fli.90 xM etono3 isiIirndu2 lo b4du (a)aiedmuW i8 nst t-O &4AATJAO - :(c)noib3 noeoilq I4OL1UF383flj.Ot'1 3TAO O\R IOV\8 MIMS C C (.t9_ifliO&uO)OC33 AWA - 2OO xllvl 0E'.s3 armittso -SOOOScx!M (thoism oc9rmq b3tsii tnm9 Ct973 OOC9* ).M I t t :woled (9) io (A) 1ciii9 celsfqmw bns 4orI3 :rsi1h93 aooaatno3 noiJouilanoo ic trirr7qhJp3 .Isnsm edt isrU ylibso bnc HiJob nl bsviven omt1 eW no rtwor o ni btiibsqz aln2mmipj prii Its Jm lettimdua zi.,b ni bensclrio3 (a)eiibciq on rthw encFl noihuiartoZ) bno eno>ibeq2 noli3intano3 zfln9rnu3o0 Ii1noO erli 2noiq93x noitoultaflo3 10 9tfloiIJp i191sm S(li JSdPjllJIW bns Ub ni beWsiVSi 9V1 9W (8) no riwoiia io ni bsfl139qe t rniiupi eidt Ifts te9m lall"u2 airY ni (l9nlslnoo ub9oi Lio1_tgsx9 anniq noibuino3 i'ns znoltsoffioN8 noibml2no3 ,8tn9(nuo0 3S13nO3 srill :npitsI\bpiwoi!o1 :iusn8 beihod)uA a'lobGlinoO 19SflSM tocalpiq ,i9O8T arrflO(IT [PALOMAR TRANSIT MIX] P.O. Box 461179 Escondido, CA 92046-1179 Main Office (760) 737-3486 • Fax # (760) 737-2812 Sales Office Fax # (760) 480-9486 RECEIVED AUG 2 8 2001 BY: 08/27/2001 HERZOG CONTRACTING CORP. P.O. BOX 2510 OCEANSIDE, CA 92051-2510 Poinsettia Lane Overhead Widen Dear Sir: As per- your request we are submitting the attached concrete data sheet(s) containing Palomar Transit fix standard mix design(s) for your approval for, the above mentioned project. The cement will be in accordance with ASTf C-iSO, Type 11, low alkali. The aggregates and ready mixed concrete will be from sources as indicated an the data sheet(s). Each mix can be expected to produce concrete meeting the acceptance criteria of ACI 318-97, paragraph 5.3, for the respective compressive strength as indicated provided the design slump and/or water/cement ratio is not exceeded. tfully submitted, ing Laboratory Enclosure Attached Dispatch Office Escondido: Oceanside (760) 480-8191 F PALOMAR TRANSIT MIX 1 1 P.O. Box 461179 Escondido, CA 92046-1179 Main Office (760) 737-3486 • Fax # (760) 737-2812 Sales Office Fax # (760) 480-9486 Date 27-Aug-01 J1.e: 'öd:b VulcanPIai.l' Western Div - SI) Ready fix fix Design weigJ'its arid volu.es Paae j Nix Number': 203202 Product UON: Yl) Schedule plant: 90 Design slump: 4.00 3250 PSI 0 28 Days Material Batch Percent Specific Absolute Quantity of Aggregate Gravity Volume CENENT 565.00 3.15 2.87 is CG 1459.00 43.82 2.89 8.09 3/8C6 316.00 10.02 2.74 1.85 WCS 1451.00 46.15 2.73 8.52 Water' (gal. lbs.) 38.40 319.87 5.13 Admixtures: WRDA-64 16.80 0.00 Air' percentage 2.00 0.54 W/(C'F) Ratio 0.57 27.00 Aggregate Gradings Percent Passing I. SIEVE SIZE I 2 1/2 1 3/4 1/2 3/8 4 8 16 30 50100200 ------------------------------------------------------------- 1 0 CG I1Qs0 100100 85 35 12 3 0 0 0 0 0 0 3/8'CB 1100100100100100 95 15 1 0 0 0 0 0 WCS I 100 100 100 100 100 100 98 82 62 42 19 7 3 COMBINED 1100100100 93 72 61 48 38 29 19 9 3 1 Aggregate Source: 1 CG PALA 318*CG PALA WCS PALA Notes: 565C3250 APWA (Greenbook) Pump 4" Line Minimum Dispatch Office Escondido: Oceanside (760) 480-8191 F PALOMAR TRANSIT MIX P.O. Box 461179 Escondido, CA 92046-1179 Main Office (760) 737-3486 • Fax # (760) 737-2812 Sales Office Fax # (760) 480-9486 Date; 27-Aug-01 Tie: B:,7 Vulcan flat.l' Wet.çrp Div - D Ready Mix Plix Design Weights and volumes Page CD/32 Mix Number: 204002 Product UO?I: YD Schedule plant: 90 Design slump: 4.00 4000 PSI @ 28 Days Platerial Batch Percent Specific Absolute Quantity of Aggregate Gravity Volume CEPlENT ---------------------------------------------------------------------- 658.00 3.15 3.35 1' CG 1495.00 47.18 2.89 8.29 3/8'CG 242.00 8.08 2.74 1.42 WCS 1339.00 44.74 2.73 7.86 Water (gal. lbs..) 39.50 329.04 5.27 Admixtures: WRDA-64 19.70 0.00 DARAVAIR 1000 1.00 0.00 Air- percentage 3.00 0.81 V/(C.F) Ratio 0.50 27.00 Aggregate Gradings Percent Passing r 1 SIEVE SIZE 1 21/2 1 3/4 1/2318 4 8 16 3050100200 I* CG 100100100 85 35 12 3 0 0 0 0 0 0 3/8'CG 1100100100100100 95 15 1 0 0 0 0 0 WCS I 100 100 100 100 100 100 98 82 62 42 19 7 3 COMBINED 1100100100 93 69 58 46 37 28 19 9 3 1 Aggregate Source: 1 C& PALA 3/8 CG PALA WCS PALA Notes: Caltrans Class D Pump 4" Line Minimum Dispatch Office Escondido : Oceanside (760) 480-8191 [PALOMAR TRANSIT MIX] &- I P.O. Box 461179 - Escondido, CA 92046-1179 Main Office (760) 737-3486 • Fax # (760) 737-2812 Sales Office Fax # (760) 480-9486 Me;L'te: 27-Aug-01 ts:1 Vu1ca PIat.l' Wetçrp Div - 1) nix Design weights and voluses Ready fix 1 L-DIJ2 Mix Number-: 192801 Product U(s)!: YD Schedule plant: 90 Design slump: 4.00 0 PSI @ 28 Days Plater lal Batch Percent Specific Absolute Quantity of Aggregate Gravity Volume CEPlENT 161.00 3.15 0.82 FLYASH 27.00 2.05 0.21 WCS 3857.00 100.80 2.73 17.95 Water (gal. lbs.) 50.00 416.58 6.67 Admixtures: DARAVAIR 1880 1.50 0.08 Air percentage 5.00 1.35 W/(C.F) Ratio 2.22 27.00 Aggregate Gradings Percent Passing 1 SIEVE SIZE I 2 1/2 1 3/4 1/2 3/8 4 8 16 30 58100200 WCS I100180100-10010010898 82 62 4219 73 COMBINED I 100 100 100 108 100 1Q50 98 82 62 42 19 7 3 Aggregate Source: WCS PALA Notes: Caltrans 2 Sack Slurry Dispatch Office Escondido Oceanside (760) 480-8191 t PALOMAR TRANSIT MIX] P.O. Box 461179 Escondido, CA 92046-1179 Main Office (760) 737-3486 • Fax # (760) 737-2812 Sales Office Fax # (760) 480-9486 M L)ete: 27-Aug-01 Time: 8:.7 Vulcan flatl'a Weatçrri Div - SD Ready Mix fix IJeBign welghtB and volumes .D/3 Mix Number: 293001 Product UOM: VI) Schedule plant: 90 Design slump: 0.00 0 PSI 0 28 Days Material Batch Percent Specific Absolute Quantity of Aggregate Gravity Volume CEMENT 281.00 ---------------------------------------------------------------------- 3.15 1.43 is C& 2764.00 100.00 2.89 15.33 Water (gal. lbs.) 10.20 84.97 1.36 Air percentage 32.90 8.88 W/(C.P) Ratio 0.30' 27.00 Aggregate Gradings Percent Passing 1 SIEVE SIZE 1 2 1/2 1 3/4 1/2 3/8 4 8 16 30 50100200 --------------------------------------------------- I*. CS 1100100100 85 35 12 3 0 0 0 0 0 0 COMBINED 100100 100 85 35 12 3 0 0 0 0 0 0 Aggregate Source: 1 a CG PALA Notes: CTPM3 -- ,1' Dispatch Office Escondido: Oceanside (760) 480-8191 CALIFORNIA PORTLAND CEMENT COMPAN Y - - 9350 05* CREEK *050. MOJAVE. CA 9350% , TCLIIS%I eze-zsoi raSciets Za-oe Manufacturer's Certification We hcreb certil that Mojave Type Il/V Low Alkali cement supplied to you has been manufactured in accordance ith and nicets the standard requirements of the current ASTM C ISO specification for TYPE If and TYPE V cement. Additionally. Mojave Type Il/V cement meets the requirements of Caltrans Standard Specifications Sec. 90 paragraph 2.01. Following are the average chemical and physical data for the month of June. 2001: Chemical Analysis TYPE U TYPE V MOJAVE Requtreincns Silicon dioxide (S102). min,% 20.0 Aluminum oxide (A1203). max,% 6.0 Ferric oxide (Fe2O3), max,% 6.0 Magnesium oxide (MgO), max.% 6.0 Sulfur trioxide (S03), max,% 3.0 Loss on ignition, max,% Insoluble residue, max.% Alkalies(Na20+0.6561<20), max,% Tricalcium silicate (C3S), % 0 Tricalcium aluminate (C3A). max,% Tetracatcium aluminoferrite (C4AF).% C4AF +2 (C3A), max.% Physical Data Air content of mortar, max,% 12 Normal consistency,% Passing 45um (no. 325) sieve, % Fineness, specific surface, min,m2/kg 280 Autoclave expansion, rnax,% 0.80 Compressive Strength, mm, Mpa, (psi) 3 days 10.0 (1450) 7 days 17.0 (2470) 28 days (from previous month) 28.0 (4060) Vicat, initial set, min, -max.,minutes 45.375 C 1038. 14 day max, % expansion C 452, 14 day max, % expansion °' 0.020 False Set, final penetration, min,% 50 Caltrans 527-0, max. % expansion 0.010 0.010 0.006 Caltrans 527-D, max. % contraction 0.048 0.048 0.046 Apparatus and methods used in this laboratory have been checked by the Cement and Concrete Reference Laboratory or the National Institute of Standards and Technology. Major Oxides are analyzed by X-ray Fluorescence Spectrometry. Applicable ASTM C 150 Notes Table I Note 0 Thee are cases where optimum S03 (using Tes t M e t h o d C 5 ) f o r a p a r t i c ular cement is dose to or in excess of the html in this specirabcn. In Such cases where propertes of a cement ca n b e i m p r o v e d b y e x c e e 6 n g t h e $ 0 3 M u t t s t a t e d x i t h e t a b l e , 4 i s p e r m i s s l e to exceed the values in the tab'e, provided it has been demonstrated b y T e s t M e t h o d C 1 0 3 8 t h a t t h e C e m e n t w i t h t h e i n c r e a s e d 5 0 3 w i not develop expansion in water exceeding O.OM at 114 days. W h e n t h e m a n u f a c t u r e r s u p p l i e s c e m e n t u n d e r h i s p r o v i s i o n . h e s h a L ton rest. siçfy supporting data to the pithasu. Table I Note C 0oei not apply where optional sulfate resistice MM i s s p e c i f i e d Table 4 Notep When the sulfate reskice is speolled, it" be listeed of t h e M u d s o f C 3 A a n d C I A F . 2 C 3 A S. Kcnnedy. Quality Control Superintendent 3.0 0.75 0.60 T y 12 E Requiremcnts 8.0 24.2 (1160) (3516) 15.0 31.2 (2180) (4524) 21.0 46.1 (3050) (6692) 45-375 105 0.020 0.008 0.040 0.026 50 87 6.0 2.3 3.0 0.75 0.60 (%C) 280 0.80 15 II 7.4 26.5 97.0 V 388 0.02 TYPE Il/V 21.78 3.16 3.67 2.05 2.82 '° 1.39 0.30 0.57 62 2 11 RE9O(E MMAIM"UNG, INC I SpedMists in fly Liii T.$tln( P.O. Box I335 - MiqbyNC 2110 1477.2174147 T OF PLY MN N.Y$I$ TO: Phoenix Cement Cosay IJ? 110.: N-310 Attn: N.c Del.s Diutue. P.E. $MLI 0.: 11417 $100 E chapartat Poad, Suite 155 0fl **ZV*D: 11-29-00 Scottsdale, AZ *5230-261* DAfl PEPORTLO: 03-07-01 PROJECT NAME: Four Corners Plant fly Ash Quality Assurance Proqra 3p.$LE ID: Class F Fly Ash Lot I 5304 CKDiLCAL ANALYSIS,. *.LTS 1 ?Th(0411FC Silicon Dioxide, SLOi. I $9.92 - Aluminum Oxide, P.110), I 260* - IronOxLd., FSO1, I 5.12 - Sum Of SLO,?J408&Fe2Os, I 9*12 70'SO!.Gn Calcium Oxide, CeO, 1 2.23 - Magnesium Oxide, 14g0, I 1.2$ - Sodium Oxide, N&lO, I 1.19 - Potassium Oxide, KO, 1 1.09 - Sulfur Trioxide, SOS, 1 0.39 3,1) 1*Px moisture Content, I 0.34 Li) 3.0Mmc Loss on Ignition, I 0.71 4O-6014 Available Alkalies as KiO.I' 0.19 1.5MM PSICPL ANALYSIS: P.tiourtt R.ta.ned on No. 325 Sieve, 16.0 34 Mix S Strength Activity Index' $6 I 75 wo Portland Cement 0 1 days. S of Control. Portland Cent I 2$ days.% of 75 KwControl 97 Water Requirement. I of Control 10$ maAutoclave 9$ 1 Expansion, % .0.02 0.9 ma Spec .fic Gravity 1.05 Increase of Drying Shrin kage, % - 0.03MM Reactivity with C..ctt AUca.ti.s, 'S 65 - Reduction of trtar ZxpansLon. S Mortar Expansion, I of IA Tij.ras 21 100 Mu Control. Pit Entrainatent of Mortar. I - - ct _C Y reit I IW E1 rcqk of ASTh(C6L* (adse pwwwOm P P 0 D U C I I N F M All ON R Water-Reducing Admixture ASTM C 494, Type A and Type D Description WRDA 64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready-to-use low viscosity liquid which is factory pre-mixed in exact proportions to minimize handling, eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L (10.1 lb/gal). Uses WRDA 64 produces a concrete with lower water content (typical- ly 8 to 10% reduction), greater plasticity and higher strength. It is used in ready-mix plants, block and concrete product plants, in tihrweihr and nrecrrecced work wherever concrete is produced. The use of WRDA 64 produces a plastic concrete that is more Advantages workable, easier to place and WRDA 64 offers significant more finishable than plain or advantages over single component other admixtured concrete. In the water reducers. Water reduction hardened state, WRDA 64 con- con- and setting times are more consis- crete has higher compressive and tent due to the polymer compo- flexural strengths at all ages than nents. WRDA 64 also performs untreated or conventional admix- especially well in concrete con- tured concrete. taming fly ash and other The greater degree of plasticity pozzolans. achieved, compared with conven- tional water-reducing admixtures, - allows improved finishability. Finishability Finishers have stated that the cement paste, or mortar, in WRDA 64 admixtured concrete has improved trowelabilitv. The influence of WRDA 64 on the fin- ishabiliry of lean mixes has been particularly noticeable. Floating and troweling, by machine or hand, imparts a smooth, close tol- erance surface. GRACE Construction Products Addition Rate The addition rate range of WRDA 64 is 195 to 390 mL/100 kg (3 to 6 fl oz/100 lb) of cement. Pretesting is required to determine the appropriate addition rate for Type A and Type D performance. Optimum addition depends on the other concrete mixture com- ponents, job conditions, and desired performance characteristics. Dispensing Equipment A complete line of accurate, auto- matic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Compatibility with Other Admixtures WRDA 64 is compatible in con- crete with all air-entraining admixtures such as Darex® II AEA and Daravair®. Due to the slight air-entraining properties of WRDA 64, itself, the addition rate of air-entraining admixture may be reduced by about 25%. By combining the separate effects of air-entraining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDA 64 contains no calcium chloride, it is compatible with cal- cium chloride in concrete mixes. Again, each should be added sep- arately. Packaging WRDA 64 is available in bulk, delivered by metered tank trucks, and in 210 L (SS gal) drums. WRDA 64 contains no flammable ingredients. It will freeze at about -2°C (28°17), but will return to full strength after thawing and thor- ough agitation. Architects' Specification for Concrete Water-Reducing Admixture Concrete shall be designed in accordance with AC! Standard Recommended Practice for Selecting Proportions for Concrete, AC! 211. The water-reducing (or water- reducing and retarding) admix- ture shall be WRDA 64, as manufactured by Grace Construction Products, or equal. The admixture shall not contain calcium chloride. It shall be used in strict accordance with the man- ufacturer's recommendations. The admixture shall comply with ASTM Designation C 494, Type A water-reducing (or Type D water-reducing and retarding) admixtures. Certification of com- pliance shall be made available on request. The admixture shall be considered part of the total water. The admixture shall be delivered as a ready-to-use liquid product and shall require no mixing at the batching plant or job site. ( W.R. Grace & Co.-Conn. 62 Whittemore Avenue Cambridge, MA 02140 WDA. Donon nod Onom.o no ,o,onond dn.o,k, of W.R. Cnonn & Co.-C000. Wo hop. ,t.n n.fon,.o,,on ),non ..,Il ho IW4pIoI. It h.o.nd ..n .I..t.. .dkno,olo.ho .no,o.don.d n, ho ,nn. nod onto nJ it oilt,nd Ioo dt. noon non,id,,onoo n too. nod .tofto.000. boon.. do .o,t wnoonnt 14. to, ho .14.n.nod. Plonto .nnj nil ,nn,00n.nn. ,. ,,on.Lnnnn, no owvonno, in ootoon.o n.th .o who'h nly .041 nood. o.pphn.i by no. lo .nntnnono. nto,.nnn.njnnno no o,t.o, , otondod (no In, noo ohod, wo.nl.J thing. nny pnnono no opyo W. R. Cotoo 31 cu. .00... U ®boon.n000 Anoono. Cohounip...12114). In Cnnljn, W. (.ono & (.. (.nn.L.. Ltd. 14 Cfrntont. RondWou. Aju.Ooonno.C.ond. Vial S IC6. GRACE Th. poodoot ,onv ho no°o°o.i by pnton" no pnton,. pondng. C.pnr,ph, Inn. W.K. (.rno 31 Co-C.n.n. CNID.366C Pnn.od ,. c,cpnc,.i Construction Products C. PRODUCT FORMATION a ravairc" 1000 Air-Entraining Admixture ASTM C 260, AASHTO M 154 Description Daravair® 1000 is a liquid air-entraining admixture that provides freeze-thaw resistance, yield control, and finishability performance across the full range of concrete mix designs. Daravair 1000 is a clean, light-orange product designed to generate specification-quality air systems. Based on a high-grade saponified rosin formulation, Daravair 1000 is chemically similar to vinsol- based products, but with increased purity and supply dependability. Uses Daravair 1000 air-entraining admixture may be used wherever the purposeful entrainment of air is required by concrete specifica- tions. Formulated to perform across the entire spectrum of production mixes, Daravair 1000 generates quality, freeze-thaw resistant air systems in concrete conditions that include the following: Low Slump Paving Central Mix Extruded Slip Form Mixes Containing Hot Water and Accelerators Precast High Cement Factor Fly Ash and Slag Superplasticizers Manufactured Sands Air-Entraining Action Air is incorporated into the con- crete by the mechanics of mixing and stabilized into millions of dis- crete semi-microscopic bubbles in the presence of a specifically designed air-entraining admixture such as Daravair 1000. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticity and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrain- ment of air. Daravair 1000 markedly increases the durability of concrete to severe exposures particularly to freezing and thaw- ing. It has also demonstrated a remarkable ability to impart resis- tance to the action of frost and deicing salts as well as sulfate, sea and alkaline waters. GRAa Construction Products Compatibility with Other Admixtures Daravair 1000 air-entraining admixture is fully effective and compatible in concrete with other admixtures. EACH ADMIX- TURE, HOWEVER, SHOULD BE ADDED TO THE CON- CRETE SEPARATELY. Addition Rate There is no standard addition rate for Daravair 1000 air-entraining admixture. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4 to 8%. Typical factors which might influence the amount of air- entraining admixture required are, temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical Daravair 1000 addition rates range from 50 to 200 mL/100 kg (3/4 to 3 fl oz/100 Ibs) of cement. The air-entraining capacity of Daravair 1000 is usually increased when other concrete admixtures are contained in the concrete, particularly water- reducing admixtures and water- reducing retarders. This may allow up to a two-thirds reduc- tion in the amount of Daravair 1000 required. Mix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix pro- portions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. Dispensing Equipment A complete line of accurate auto- matic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. Packaging Daravair 1000 air-entraining admixture is available in bulk, delivered by metered tank trucks and in 210 L (55 gal) drums. Daravair 1000 contains no flam- mable ingredients. Daravair 1000 will freeze at about -1 °C (30 °F) but its air-entraining properties are completely restored by thawing and thorough mechanical agitation. Architects' Specifications Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C 231) or volumetric method (ASTM Designation C 173). The air-entraining admix- ture shall be a completely neutral- ized rosin solution, such as Daravair 1000, as manufactured by Grace Construction Products, or equal, and comply with standard specification for air- entraining admixtures (ASTM Designation C 260). The air- entraining admixture shall be added at the concrete mixer or batching plant at approximately SO to 200 mL/100 kg (3/4 to 3 fl ozl100 Ibs) of cement, or in such quantities as to give the spec- ified air contents. W.R. Grace & Co.-Conn. 62 Whitremore Avenue Cambridge, MA 02140 D.,.00i, is • relpsecred trademark of Wit Grace & Co..Co,m. We hope the in(oem,io., given been will be helpful. It is based on data and knowledge considered to be true and accurate and is olInend for the one, conodeea,,on. evoniganon and venificatton boa, we do not warrant the -nonlon no be obtained. Pinoon need all oa,emeno. ,ecomn,enda,iono* on .00toeiono in conjanc,ion with on, oedit000. wi oak which apply to all good, oopplied by ta,. No oa,etneeo, recommendation on ,aWtoion is intended for any oran wh.ch wnodd infringe any patenton copy 'igh,. Grace Cnnoomaaion, Peodono. Wit Geac, & Co-Coon.. 62 Whmemoen A-no,,. Canbtidon. MA 02140-1692. This Pmda may be covuul by paum on go padirg Copynigjn 1996-W R. Grace & Co. -Cam AIR-78 Pnicenol in USA 4197 FMPS(I0M GRACE Construction Products SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/5/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the 0 Mail El Messenger D Overnight El Other following items via: Copies Description 1 Response to Submittal #8 - TCP to Close Poinsettia Lane (Make Corrections Noted) REMARKS cc: File Signed: 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #8 1 Description: TCP for Closing Poinsettia Lane I Date: 10/5/01 Comments: 1. Please refer to the attached marked-up drawings for comments. E No Exceptions Taken LI Amend and Resubmit Make Corrections Noted LI Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG G Checked By: Date: 9968 Hibert Street, Suite 202, San Die CA 92131 PH(619)566-3113 F(619)566-6844 \ • \•/ \ \ 7\(i bcrou1\c i- \ - . . : ± : - - \•\ \•\ \_• D CTY OF APPROVED vrraff \ i// • j igineeEte .<°.... '\ .•• \ , •. 5c3 3. ja Vt -3 2 21. ' LkE Vt £7 r S T t çt4 C{2 L.5ecG)\ ay.JD 0 \ A s. st \Cc OA s) s<t- A i '' p /ALSETTIA Ct,0sRr,>.t) iv tA ' c5(-T) £ lfll4 q j \ I C I frn LJJg • -s- — \ 0 I5 1 In . .iJ ------------ - ' —..-,. — -- — — *w CTY OF LSBA APPROVED S. 1'raffic Engineer Date I I -41 t1;j C — M; — 4l_c. . ç • T•7-; CRTY I CARLSBAD . APPROVED - Pd ,O (R; RR I j p26/AD! (iL 3 -r-r i .- 4 I' kh rcrr £c 6'LE3I%O T—Yraffic Enn TT T--3 - 2-i - DATE' _01/29101 OGIJJ SCM1 S SHOWN VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 5, 2001 Number of pages including cover sheet: 5 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: El Urgent For your review El Reply ASAP [1 Please comment Tom Here is the response to Submittal #8 - TCP for Closing Poinsettia (Make corrections noted). I turned in Submittal #9— One lane traffic control to Carlsbad Traffic for review. I also wanted to find out what the status of the trailer is. Give me a ring if you get a free minute today. Good luck with your bid Mark (619)247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #8 1 Description: TCP for Closing Poinsettia Lane I Date: 10/5/01 Comments: 1. Please refer to the attached marked-up drawings for comments. E No Exceptions Taken Amend and Resubmit Make Corrections Noted L Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG G Checked By: Date: 9968 Hibert Street, Suite 202, San Die ,CA92l3l PH(619)566-3113 F(619)566-6844 CITY F CALAD\ i APPROVED.\ rho raffic Engineer Date I \-\ \ \ <*\ '19,J / - .. b- .-;- CITY CMLSA APPROVED 4Traffic Engineer Däté .CITY OF CALSA APPROVED /,*h -raffic Engineer Date - -3 V7 -tA ________ PROJCCT E$ClWCtRLlU_. CAM 01,122101 .. 'k.. . -- r r Ti TP T l% I ...,... , C&!' S SHOWN SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL To: City of Carlsbad Traffic Department 1635 Faraday Avd Carlsbad, CA 92008 (760) 602-2752 Attention: Bob Johnson We are sending you the 0 Mail 0 Messenger 0 Overnight Z Other Hand following items via: 1 I Submittal #8— Proposed Traffic Control Plan for Closing Poinsettia Lane from Carlsbad Blvd to Avenida Encinas REMARKS Signed: L'/ 9968 Hibert Street, Suite 202, San Diego, CA 131 HERZCG CONT'kACTING CORP. P.O. Box 2510 Oceanside, CA 92051 9-27-01 WILLIAM E. HERZOG, PRESIDENT 033 City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attention: Mark Plotnikiewicz Subject: Poinsettia Road Overcrossing Widening Re Traffic Control (orIemolition Gentlemen: The demolition plan includes a traffic control plan closing Poinsettia Lane during certain demolition operations. We beievp.this is necessary to provide access to the work and a safer environment for the traveling public. .One of the first items of work on this project is a partial removal of the existing bridge.This consists of a two inch overlay, existing barrier rail, precast girders, and tie cable replacement. 'K' rail is to be installed to protect the traveling public from the, unprotected edge. We do not believe it is possible to remove the existing barrier with the 'K' rail in place as the work area is to narrow. The existing barrier must be removed prior to setting 'K' rail. In addition, during girder removal the specifications require that the bridge be closed until the existing tie cables are replaced. Therefore, our demolition plan proposes to close Poinsettia to traffic for the overlay, barrier, and girder removal operations. These closures can occur during off hours during the day and/or at night. However, night work will be required while working over the railroad tracks for rail safety. We currently anticipate demolition work starting October 10, 2001. Resolution of this issue is critical to our schedule. We would be happy to meet and discuss this issue. Please advise. If you have-any questions or comments concerning this matter please call me at (760) 966-0600. t rely, T. Beut ier Project Manager IFW I _ WU'l• • P.O.- Box Siióp DraWingT,nSflitãIFc San Diego, CA 92051 Date Septery16r 27,2001 Project Name: PolñdàLáné To: City of Carlsbad overt'WidèiiAg 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad, 1635 Faraday Ave Attn. Mark Plothiklewicz Carlsbad . dk 92008 Construction Manager Submittal No 008 This is an Original This Is a Revision of Submittal Y0 Submittal No.: NA Subject of Submittal: Traffic Control for Bridge Demolition Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): NA COPIES DATE [NO. J DESRIPTION 3 9-27-01 TC-1,2,3 Traffic Control Plan for Cicsure of Poinsettia Lane Contractors Certification: Check and complete either (A) or (B) beiow. We have reviewed In detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified In or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified In or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X following deviations: Section 7-10.3.2 specifies 2 lanes be open at all times. However, section 303-1.14.1 specifies that the bridge be dosed during tie cable replacement. Can not meet both. or's Authorized Signature: Thomas T.BeuflerTroject Manager I \ 4\\ \t:\ \ \ L :f4 2kLL CLZ - TL- pL[ \ riw ' rLFr1 rz • I c .1 I • p 5 7--- . . (::: ~9 Thu aj- 0. cp JL t I \y\\\Lfl (S\) £ 6kaLS3Pç, .%)7 C A (RU R2 1 .r-:._--,T. /tT7T7T'1%T PROJECT EHOWERLIW- DATE, 01/29/01 DCIJJ !C JS SHOWN HERZOG CONTRACTING CORP. P.O. Box 2510 Oceanside, CA 92051 9-27-01 WILLIAM E. HERZOG, PRESIDENT 033 City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attention: Mark Plotnikiewicz Subject: Poinsettia Road Overcrossing Widening Re: Traffic Control f6i1) olition Gentlemen: The demolition plan includes a traffic control plan closing Poinsettia Lane during certain demolition operations. We believe this is necessary to provide access to the work and a safer environment for the traveling public. - ;c One of the first items of work on this project is a partial removal of the existing bridge. This consists of a ' ,two inch overlay, existing barrier rail, precast girders, and tie cable replacement. 'K' rail is to be installed to protect the traveling public from the unprotected edge. We do not believe it is possible to remove the existing barrier with the 'K' rail in place as the work area is to narrow. The existing barrier must be removed prior to setting 'K' rail. In addition, during girder removal the specifications require that the bridge be closed until the existing tie cables are replaced. Therefore, our demolition plan proposes to close Poinsettia to traffic for the overlay, barrier, and girder removal operations. These closures can occur during off hours during the day and/or at night. However, night work will be required while working over the railroad tracks for rail safety. We currently anticipate demolition work starting October 10, 2001. Resolution of this issue is critical to our schedule. We would be happy to meet and discuss this issue. Please advise. If you have any questions or comments concerning this matter please call me at (760) 966-0600. erely, omas T. eut er Project Manager O3 Z)V T3MT4O3 TI130131q ,QOSS5H -B rM;.JftJ IUJ Oa .0,q 4) obJei;O bdm)10 iiD ,iA ''i)nhi1 tôI Ai 4Jfld?tUiD xaiwoiAiwolq ?11xM ntb!W ii'O l,ro$i tttik. noi!rxr,,( adt FfflAao) ifhrT IUUiIQ(f!b thfQq rIJq liimo iflin G 13ubm nr.tq niiitomb ter u,uji'nv, iui i bar, ktow th ol tsbivoiq cit t icli vxi '.V/ .iscqo .3il&'q ArtilwMI b dj?ij irT ihid ij.i:', tl4fto orrn lninnq iaoiq idi rici *vw. lo LTLIIi i(i Oilo tmo &Iun x1 ot i liti )1 .m5ffm2cIq Lae,.airrj t'-q iin -15hign arliteir's .,,*ivo th.mi cin. .ijb bi ioinj ilt ntoil iduq riturni rLt 1zinq ci ai w Alow Al ef, JuIq ni 1ir At riii'i &Tnd tiic rft vocni ci !di;t I i vcI ton ob iVI tr,vouni ljl)li8 anihob ,(t:1ibbfl n!iit;' )t is cit iohq Wvurmri d ium 't;'i3d .2niii/ i1T .wonn ot 1!i(; f1' .boq,t JU! IdjKi U gniuiA5 5di Niflu tob A binJ ) iicb qiiijpo ?i1i,q? -2111 Iivorni ibh bti .ihmd th fliJ 01 iitanio9 aob ot &.'qnq iuLq noItiornh Aiow nhin 'woI1 .trin ir io%oo tb At rthub nuodflo aniub iuZu ni iiob und1' .?noiflqci .\fiin. ti cI bioi!i, tti iiVO mAiow 1idit biiupn UN/ os i ui ift1u n ruiofl .IOOS. Of -1todonic, --flitiam how noiritosrih olqUilto vItni,u) VV/ 2o&tnp cu vnd .ivh& iI iib Win )/xflot 'qqiit dbkiw: uW .1isbr!E mo .OtThO-P (0) tI thctq i'iliurit U1J O!tfl3t1 J3'JmmX in .. ;iiE1 :r iiflOtlT ijwisM 1xijoi9 P.O. Box 2510 snop urawing 1 ransmuttau t-orm San Diego, CA 92051 Date: September 27, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Project No.: Overhead Widening 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 008 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Traffic Control for Bridge Demolition Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): N.A. COPIES DATE NO, DESRIPTION 3 9-27-01 TC-1 2,3 Traffic Control Plan for Closure of Poinsettia Lane Contractor's Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the X fo!lowinq deviations: Section 7-10.3.2 specifies 2 lanes be open at all times. However, section 303-1.14.1 specifies that the bridge be closed during tie cable replacement. Can not meet both. ,009~oes Authorized Signature: Thomas T.Beülleroject Manager ' I \ 1, Me \/1 1t. pç 4t \ \ - aj- -P H:? ifr )rl aoc1 1ktTUJt Lpr crr I Ti T7 1-:' - 1• PROJECT ENGINEER, 13 DATE- _01/29/0I 1 OGfJJ__ SCP&I AS SHOWN 1/ I? - 1• \ (4 •\ ± • .-)t- Z.. \ :•' - aj- 5,- ri _c . 64*cI.L3ftcc, EL.) 7 0C1 kTU.)t4 £ - 11 - PROJECT ENO1NEERLL. J~ DATCI 01/29/01 I DG/JL SC .1. S SHOWN I SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 1, 2001 Number of pages including cover sheet: 6 To: Bob Johnson City of Carlsbad Traffic Department Phone: (760) 602-2752 Fax phone: (760) 602-8562 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax ohone: 858-566-6844 REMARKS: LJ Urgent Z For your review fl Reply ASAP El Please comment Bob As we discussed earlier, I am submitting Herzog's proposed traffic control for the closure of Poinsettia Lane between Carlsbad Blvd. and Avenida Encinas for your review. I have spoken to Don Moore regarding this issue and he requested that I send this submittal directly to you. Please respond to me with any comments. If you have any questions, please give me a call. Thanks Mark (619) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 HERZOG CONTRACTING CORP. P.O. Box 2510 Oceanside, CA 92051 9-27-01 WILLIAM E. HERZOG. PRESIDENT 033 City of Carlsbad 1635 Farádiy Ave Carlsbad, CA 92008 Attention: Mark Plotnikiewicz Subject: Poinsettia Road Overcrossing Widening Re: Traffic Control fórt! olition 0 Gentlemen: The demolition plan includes a traffic control plan closing Poinsettia Lane during certain demolition operations. We believe this is necessary to provide access to the work and a safer environment for the traveling public. One of the first items of work on this project is a partial removal of the existing bridge. This consists of a two inch overlay, existing barrier rail, precast girders, and tie cable replacement. 'K' rail is to be installed to protect the traveling public from the unprotected edge. We do not believe it is possible to remove the existing barrier with the 'K' rail in place as the work area is to narrow. The existing barrier must be removed prior to setting 'K' rail. In addition, during girder removal the specifications require that the bridge be closed until the existing tie cables are replaced. Therefore, our demolition plan proposes to close Poinsettia to traffic for the overlay, barrier, and girder removal operations. These closures can occur during off hours during the day and/or at night. However, night work will be required while working over the railroad tracks for rail safety. We currently anticipate demolition work starting October 1.0, 2001. Resolution of this issue is critical to our schedule. We would be happy to meet and discuss this issue. Please advise. If you have any questions or comments concerning this matter please call me at (760) 966-0600. rely, ho s T. Beut er Project Manager HERZOG CONTRACTING CORP. 0035 P.O. Box 2510 Shop Drawing Transmittal Form San Dl9O CA 92051 Date: September 27, 2001 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner City of Carlsbad Attn: Mark Piotnlklewlcz 1635 Faraday Ave CA 92008 Construction Manager Submittal No 008 This Is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Traffic Control for Bridge Demolition Specification Section(s): 7-10.3.6 Plan Sheet Numbers(s): NA COPIES DATE NO. DESRIPTION 3 9-27-01 TC-1,2,3 Traffic Control Plan for Closure Cl Poinsoltia Lane Contractor's Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the reauirements specified In or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained In this submittal meet all the requirements specified In or shown on the Contract Documents, Construction Specifications and Construction Plans except for the folloMna deviations: Section 7-10.3.2 specifies 2 lanes be open at all times. However, section 303-1.14.1 specifies that the bridge be dosed during tie cable replacement. Can not meet both. - Clz"oes Authorized Signature: Thomas T.BeuflerrOJect Manager - I 1 ( Vc \. )\ 4\ \ 1 -r•.-- kS. -3 z2 111cM Lp. rt Vh LIj - 'TL- oJt— aj- 3 c1 rx Ii .1— vJ rTh . 6AaLS3p, C A -DC1 rTu t$ Lpr 3 - 21- I 1T7TT%T PROJECT IHCWEEW-~ DATE. O1129LflL t DGIJJ_ S SHOWN SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/3/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the 0 Mail LI Messenger LI Overnight LI Other following items via: Copies Description 1 Response to Submittal #7-B Temporary Protection Shield REMARKS cc: File Signed: 9968 Hibert Street, Suite 202, San Diego, CA 9211 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #7-B I Description: Protective Shield for Demolition Date: 10/3/01 Comments: IlI...=. u'Sid*UIfl T W1t(1i11WI1SJi11) . El ii 1lTflf iI1II Will TJI T'FtlflJiI JTI1I 1 tMJI J F9 Mir Ely,JP 111 i1*UJMJJi4i L1 'iiiiuimiit ! I UI I T1 I •A% I! lU 1J IM1TIJ 1U111TUUJUt1J11LiJI L&AA ! II) ILI! I ! 11! I( AA'..J LAY1! 1I I1( 2. Provide a vertical shield per the Special Provisions Appendix B (6' - 6" in height designed to carry a wind load of 30 psf). El No Exceptions Taken Amend and Resubmit El Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Checked By: Date: 9968 Hibert Street, Suite 202, San Di 92131 PH(619)566-3113 F(619)566-6844 HERZOG CONTRACTING CORP. 0042 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: September 27, 2001 To: City of Carlsbad Project Name: Poinsettia Lane 1635 Faraday Ave Project No.: overhead Widening 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 007B This is an Original This is a Revision of Submittal yes Submittal No.: Z Subject of Submittal: Alternate Protective Shield for Demolition Specification Section(s): 303-1.14 & Appendix 'B' Plan Sheet Numbers(s): N.A. COPIES [DATE { NO. DESRIPTION 3 10-03-01 PS-2 Shop Drawing of Alternate Protectke Shield 3 10-03-01 1 Calculations Contractor's Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the reauirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Co ctor's Authorized Signate: .Beutler, Project Manager -S cAnoq Iifl&ririiT efliwSla qo9i 9(tZ' brLO; ot AO ,oiO n3 OSd163 lo fi3 oT 9VA 'rbR Uclt SOON AZ bfdthf3O M :rit/ luGM notbultanOD too T5 jnisJ cflonoq nfl3bIW bsdisvO bdabO lo v113 vA 8&OO AD .bsdth LIMO 9PO3 T3A5T403 )1!H O COkiV9,9 o 21 firi al ?frfT 8Q oil lefilmduS .1 :*1 kicfu IJcndua V oimeG idl bieifiZ EMb9!olq oinrn&flA :!Thndu io bdti2 .AV14 :irnuWfas,40 n01m. 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" 1 130 Oris Street Compton, CA (310) 886-1000 San Leandro (510) 357-1630 Ventura (805) 644-7221 West Sacramento (916) 375-6600 EPCON* Epoxy Anchoring Systems EPE11N Two-part, high strength epoxy specially designed (PDXYANCHOR/NSSYMS for anchoring, doweling and pinning applications. Features: Specially formulated for high strength anchoring applications in concrete, hollow block and masonry. Installation procedures for underwater and over applications available. Accurate dispensing and mixing of resin and hardener directly into hole or screen tubes (screen tubes used in hollow base materials). Can be heated for use in cold temperatures or to accelerate curing time. 100% solids limits shrinkage to 0.00051 in./in. (ASTM D2566). Can be used in. oversized, core-drilled and pneumatic-drilled holes; Resistant to freeze/thaw cycles, moisture and submerged conditions. Excellent corrosion resistance when used with .stainless steel rods. Excellent performance under dynamic or vibratory loads. Approvals for use in seismic upgrades available. Minimal stresses placed on concrete allowing close edge distance and anchor spacing. Heat deflection temperature 140%F. (ASTM D68) Shelf life 3 years ULTIMATE LOADS - THREADED RODS CERAMIC 6Th EPDXY AVERAGE ULTIMATE TENSION AND SHEAR LOADS (POUNDS)"' FOR THREADED ROD INSTALLED IN SOLID CONCRETE d e 2000 PSI CONCRETE 3500 PSI CONCRETE 6000 PSI CONCRETE THREADED EMBEDMENT ULTIMATE i I ULTIMATE ULTIMATE ULTIMATE ULTIMATE I ULTIMATE ROD IN TENSION I SHEAR TENSION SHEAR TENSION I SHEAR DIAMETER CONCRETE l - - 1,653 - - I/4 2.1/4" - - 2,818 3" - - 3.599 - 1-1/2" - 3,426 3/8" 3.3/8. 6,600 5,085 8,567 6,009 10,621 5,941 41/2" - - 10,603 - - 2 - 6,100 . - 1/2" 4-1/2" 11,308 8,854 14,499 8,801 13,905 10,603 6 . . 17,410 2-12" - 8,775 5/8" 5-5/8" 16,770 13,163 22,880 16,458 24,194 17,089 7-1/2" - . - 29,456 . - - 3" . - 12,625 - - 3/4" 6-3/4 29,667 15,982 32,860 20,347 33,759 24,482 9" . - 38,865 - - 3-12" - - 18,650 - - - 7/8" 7-7/8 35,257 21,548 37,714 30,295 41,023 32,573 10. 1/2" . - 51,211 - - 4 - . - 25,034 - - 91 43,306 25,236 45,608 38,026 44,835 46,416 12" - - 63,053 - - 5" - - 37,100 - 1.1/4" 11-1 /4" - - 53,000 I? - - 64,925 Allowable working loads for the single installations under static loading should not exceed 25% of the ultimate load capacity or the allowable load of the anchor rod (see page 5). For ES! Insert data, please contact ITW Ramset(Red Head, Ultimate load values in 2000.3500 and 6000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the "Embedment in Concrete" column. Performance values are based on the use of high strength threaded rod (ASTM A193 Cr, 87). The use of lower strength rods will result in lower ultimate tension and shear loads. Jobsite testing is available for ipecial applications. Contact lTW Ramset/Red Head for additional information. 198 Prices subject to change without notice. 1998 PCON APPROVALS/LISTINGS: ICBO ES report-4285 (Concrete and URM) City of Los Angeles General Construction Approval RR #24975 City of Los Angeles Unreinforced Masonry Approval (Seismic) RR #24927 NSF61 Standard Certified for drinking water system components ASTM C881-90, Type IV, Grade 3, Class A, B and C tTtJTA! I ATTChPoi IrJo1'01;sl—rInN4Z )2)IJL) 4.45.OiMsl7hRIAL IL I IL& I. Doll poopon 4004 hot.. Cl,,. tog hot. with fono4 .o, or the blow-o.a ho,. .stooh.d to oh. 22000, 2300 otwno, toot. Coott&ons hot. 2 P4m to inicetiatt, ditotitooy. oppoownot.ly onothodwotwo of.pooy Mot.h lob, on oh. i,slntotioo Co.4 n.otodod. tn,..n oh. nout. into 3. 1n..0 the n4..(.d .04 slowly by hood into the bottcm of the hote with. slow twisting 'woo. This irtsur. oh. .pooy KU, ot0i43 ond 000nc.t 4.5.. Cttnootot 6 Coon Ti— Cint,, rot tto.top firne, Aft., Ite onoot.n.nndot coo,e ttnoi, not. ,000ll ond 0810.0 6owre imo pint. p.p,ntiot.wotboo,.of.n,lo.h.00iohAl00000n. onto owl r.poot downing with .tt. the hotoo.,etoh. hole .n4 fill t0 tl2 the hole doplh I. Doll proper .6.4 hot.. O.00 ow hot, with foncoti ii, o. ohe btow.wot he. .otoob.4 to the 2203 on 2300 byn.too took Coonçkto hole pir.p.nttioo with toe of n nylon bomb (oobto.O wn wont bnonh) w.d r.p.w d.wdng with .6. 2. P4., to ir4ecdoe. ditottoto .pp.noinotdy on. fluid 000twoofepoxy. h1,l.b tot.,., the 00510flnttioo ,owl iootttd.4. bonn oh. oo.oto to hotto.nofto.nno owl Ott coonpbndy whit, o.ithdnowing the nomi.. Ilium th. 02.4 ,.w.. cwtop100dy otto oh. hot, (toblhntlo 4. While hotobog the sob of 01w tosno. gonoo the will. hood irutalt the od.ctot rod slowly onto the wotnol who with. slow coming .0000n. Pull toonno Omit to F..e nod coot with .pooy. Wool to, .ppoop.i.to otto tirtte bdwo to.qubng Kit.., in ph... 130 Oris Street Compton, CA (310) 886-1000 San Leandro (510) 357-1630 Ventura (805) 644-7221 West Sacramento (916) 375-6600 00.6 00.2 0101 .400 00.12 00.50 Ceramic 6 Cartridge 17.9 lf.oz. $20.50 each Ceramic 6 Derringer 1.7 fl oz 7.50 E101 Hand Injector Tool $79.00 each E400 Derringer Tool 50.00 E200 Pneumatic Injector Tool E300 Dosage Control Injector Tool E12 Derringer nozzle $ 1.65 each E50 11/16" outside dia. mixing nozzle 4.20 E24 1/2" outside dia. mixing nozzle 7930 Blow-out bulb $13.95 each 7931-35 - Bottle Brush 1/211 , 3/411 , 111 , 1-1/411 , 1-1/2" E-Series Hole Plugs - 3 /8" — 1-1/4" dia. (For wall and overhead applications) Note: See data sheet for detailed information 1998 Prices subject to change without notice. 199 ADJUSTABLE FACIA OVERHANG BRACKET The major feature of the adjustable bracket is the adjustable vertical and diagonal legs. The vertical leg has an adjustment range of 22" in two inch increments. The single 1/2" bolt in each leg allows for easy adjustment. The adjustable bracket also features a grade adjustment mechanism that allows 24" of adjustment at the outboard end of the bracket. 428 Insert Adapter The grade adjustment coupled with the adjustability of the vertical and diagonal members allows the bracket to satisfy overhang requirements of most precast and/or steel bridge beam applications. The adjustable fascia overhang bracket 129 Guard P0,1 Adapter is load rated at 4,200 lbs. with an approximate 2:1 safety factor. RR0917.27 Standard Overhang Bracket ADJUSTABLE INSERT ADAPTER FOR OVERHANG BRACKET RR0917.28 Adjustable Insert Adapter GUARD RAIL ADAPTER FOR FACIA OVERHANG BRACKETS RR0917.29 Insert Adapter TIE 130 Oris Street Compton, CA (310) 886-1000 San Leandro (510) 357-1630 Ventura (805) 644-7221 West Sacramento (916) 375-6600 WACO TYPE BRIDGE OVERHANG JACKS Adjustable Overhang And Deck Support Bracket Prestressed or steel girder bridges Forming for haunches or fillets simplified Eliminates cutting deck forms and joists for of hangers Attachment: hanger rods and welding Holes or anchors for 3/4" high strength steel bolts should be positioned when girder is cast or fabricated. Brackets should be bolted tightly to girder. R0916.28 28" Waco type bridge overhang jack R0916.42 42" Waco type bridge overhang jack 10" 1998 Prices subject to change without notice. 85 EXISTING BARRIER RAIL TO BE REMOVED 3' MAX HANDRAIL PER CALDSHA %PLY 4X4 JOISTS 12'OC EPCDN EPDXY ANCHOR DR EQUAL WITH Y' mA THREADED ROD, 9' EMBEDMENT —4X4 12 5' DC BAND TO OH JACK WACO 28' OVERHANG BRACKET OR EQUAL 5' DC TYPICAL SECTION NOTES ALL TIMBER IS DOUGLAS FIR, ALL BOLTS ARE A36 STEEL DR BETTER, MAX ALLOWABLE DEPTH OF CONCRETE RUBBELL IS 12'. PROTECTIVE COVER OVER RR TRACKS ONLY. FOR REMOVAL OF EXISTING BARRIER RAIL. I I.- -n IHERZDG CONTRACTING CORP I POINSETTIA LANE OVERHEAD WIDENING I PROTECTIVE SHIELD I I I IT RtVIS i UAW mATE IA )Y 1 I I 'Ps—a' I 1 40524 1 CITY OF CARLSBAD CONTRACT NO. 3551 ALTERNATE 1 VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL O/2/O1 Job Name: Poinsettia Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the Mail D Messenger D Overnight 0 Other following items via: :1 Copies Description 1 Response to submittal #5 —Pile Driving (Make corrections noted) cc: File Signed: 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #5 I Description: Pile Driving I Date: 10/2/01 Comments: All pile driving activities must comply with the City of Carlsbad Municipal Code, especially Title 8 Chapter 8.48 Noise. No pile driving will be allowed" after sunset on any day, and before seven a.m., Monday through Friday, and before eight a.m. on Saturday;" "All day on Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day." All workers that will be within the railroad right-of-way or will be performing any activity that may foul the tracks must attend a railroad safety training course. El No Exceptions Taken El Amend and Resubmit Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Date:/OZ-O/ Checked By: 9968 Hibert Street, Suite 202, San DieA 92131 PH(619)566-3 113 F(619)566-6844 VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS October 2, 2001 Number of pages including cover sheet: 2 To: From: Tom Beutler Mark Plotnikiewicz Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: U Urgent For your review U Reply ASAP 0 Please comment Tom Here is the response to Submittal #5 - Pile Driving (Make Corrections Noted). The original will follow in the mail shortly. Mark (619) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #5 I Description: Pile Driving Date: 10/2/01 Comments: All pile driving activities must comply with the City of Carlsbad Municipal Code, especially Title 8 Chapter 8.48 Noise. No pile driving will be allowed" after sunset on any day, and before seven a.m., Monday through Friday, and before eight a.m. on Saturday;" "All day on Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day." All workers that will be within the railroad right-of-way or will be performing any activity that may foul the tracks must attend a railroad safety training course. C] No Exceptions Taken C] Amend and Resubmit Make Corrections Noted C] Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Checked By: Date: /0 9968 Hibert Street, Suite 202, San DieA 92131 PH(619)566-3 113 F(619)566-6844 HERZOG CON' P0. Box 2510 San Diego, CA 92051 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewicz Construction Manager nop urawung u ransmuuai u-orm Date: September 17, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Submittal No 005 This is an Original This is a Revision of Submittal yes Submittal No.: N.A. Subject of Submittal: Pile driving Specification Section(s): 305-1 Plan Sheet Numbers(s): 35,36,38 COPIES I DATE NO. DESRIPTION 3 8/16/01 1,2 Public safety plan as provided by Foundation Pile 3 3/19/98 1.2 Diesel Hammer specifications Contractors Certification: Check and complete either (A) or (B) below. We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no A exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: Authorized MAAAb Thomas T.Beutier, Project Man er U00 .qjRO3 OVIFTOAST1403 OOH m& hflhT1ans1T niwsiQ qorI Oxo8 o tOO , :sO 100 A) ,oeiQ 8n2J afl9e(Iioq msI1 ntrsbW bsrtievO b6dhE3 to VIO :01 rear 04 evA brc1 eOr badtheO to yiO :ienwO SCORG A3 .bdhc3 ovA 'sbr'isR cl&8t GOOK A0 b&iIie3 ,.M tiflA l3r3nM noifou A no3 10 noiivR £ &,ighO nG ai ziff e0o o1 1sflirndu :.o1 U.tiimdu8 eflirndu3 niviib OiR As9imdua 10 1ejdu8 :()edmM scI nc! I-CO :(a)roib noieq2 MUM39830 OwL 3TAQ [ J FO\8t\6 j_SJ 8?r'C C -- 811q nothnuoR yd bb'voq er, nqia3Hdu J3tO :woed (8) lo i9r1fl e1qmo3 bn bertZ) :noioi1Ii3 e'iobsIno3 noLioufln o incnqkipa .lshesrn sd icr!) 1ie bns Iih ti1 bw,)vei °"(A) no nwod o n; bbic aj ,iup,1; __çjim Ichimduc. airif ril bnir?no (2)1ube3o1a ori r1tw ensiq noil3uuno3 hns eoitsoi,zq noibuiJ'r;o 1anrnu,oQ trritno3 r1I 2rcitqrox9 flC3LfliiflO3 10 inruqkipe ,?iern sAl !-adt yllti*3 bns llb ni bs'.v91v91 evxf eW (8) no nworle ,o iii beflisqa einernellop9l erfi Ils tern ciflirnrua pirit ni brubino (nLs3o1q crlfioitccxe 2ns ioiS.'xnfruo3 bns noi ofliosqa i if2no3 .2tn9muooJ ffno3 ciii rioc!vbpryiwoIIoj :iwtcn2 bs!norlttJA e'uot&th'ioO 'rsM tosiaM ,sfu9 rnoiiT FOUNDATION PILE, INC. P. 0. Box 1167 • Fontana, CA 92334-0361 • Telephone (909) 350-1584 • Fax (909) 350-0620 August 16, 2001 2-01-077 Poinsettia Railroad Bridge (Widen) Carlsbad, California Herzog Contracting Corporation 1833 Oceanside Blvd. San Diego, CA 92054 Attn: Tom Beutler Subject: Public Safety During Pile Driving Gentlemen: In accordance with Section 305 of the special provisions, we have listed herein the safety measures that will be employed to provide for the safety of traffic and the public when handling or driving piling at any location which is closer than the length of the pile being handled or driven to the edge of any traveled way open to public use. Pile driving crane will be set up on a flat, level surface. The crane will be of such capacity that all loads and working radii will be within the manufacturers established load capacity ranges. a) The crane will be operated only by a union operator thoroughly experienced in pile driving operations. b) The pile driving operations will be controlled by an experienced union pile driving foreman. At the start of each work shift, the operator will thoroughly inspect the entire crane to ensure it is in good operating condition. Pile driving will be done during daylight hours only. During loading/unloading of piling and equipment, suspended loads will be controlled with taglines. None will be above the public or above traveled ways. Roy G. Sales ry FOUNDATION PILE, INC. 2-01-077 Poinsettia Railroad Bridge Carlsbad, California Page 2 When hoisting steel piles into the leads all cable to cable and cable to pile connections will be positively made with safety wired shackles. No 'choking' of steel piles will be allowed. All rigging material will be inspected daily to ensure it is free from defects and that it is the proper type and capacity for the work. Anything found to be out of order will be corrected. All crew members will receive a safety orientation, specific to the hazards involved, before starting work in this location. The job foreman, who is the company's front line safety representative, will ensure that the crew members remain aware at all times of the close proximity of traffic and the public and proceed with the work accordingly. Sincerely, - RGMIsh IDELmito DIESEL PILE HAMMERS Technical data for Diesel hammer Model Maximum batter 06-32 13 08-22 12 012-32 12 016-32 12 11:1 019-32 1:2 111 025.32 - J 1:3 11:1 030-32 4, 036-32 1:3 11:1 046-32 1:3 11:1 062-22 1:2 11:1 080-23 1:2 11:1 0100.13 1:5 11:2 1:3 11:1 Piston weight lbs 1,322 1,782 2.820 3,528 4,190 5,513 6.615 7,938 10.143 14,600 19,500 23.612 Energy per blow: max/mm (Adjustable) ft.lbs 10.50016,300 18.000/9.434 31,320/15.660 40,200/18.871 42.800/20.540 58,248/29.486 69,898/35.383 83.880/40,900 107,177/52.260 165.000/78.960 225.000/126.192 300,000/157,743 Blows per minute: min/max 39/52 38/52 38/52 I 36/52 37/53 37/52 36/52 36/53 37/53 36/50 36/45 34/45 Consumption Diesel fuel gal/hr 0.7 1.00 0.95 1.45 1.45 2.11 2.64 3.04 423 5.28 6.60 7.93 Lubrication oil gal/hr 0.16 026 026 . 026 0.26 0.26 0.26 0.61 0.61 0.84 0.77 0.77 Capacity Diesel fuel gal 5 5.28 6.34 8.45 . 8.45 17.70 17.70 23.51 23.51 25.86 40.95 40.95 Lubrication oil gal 1.3 1.58 1.72 2.38 2.38 5.02 5.02 449 4.49 ' 8.32 8.45 8.45 Operating weights approx. Hammer lbs 3,570 4,000 5,730 7,166 17.483 7,65017,967 11,752112.370 12.855113,472 16,515117,375 18.720119.580 26.173127.077 36.085137.275 43.783144.854 Tripping device lbs 220 220 220 220 220 397 397 882 882 882 1,654 1.654 Tool box lbs 165 165 165 165 - 165 220 220. 220 220 275 275 275 Dimensions a Length overall in 150.0 185.0 1185.8 186.2 1862 207.1- 207.1 280.1 208.1 232.6 244.1 244.1 a, Length over Cylinder extension in - - - 219.3 219.3 246.0 246.4 247.4 247.4 272.0 283.5 283.5 b Impact block diameter In 13.8 13.8 15.7 17.3 17.3 22.0 22.0 27.2 27.2 27.9 32.3 32.3 C Width over bolts In 22.1 22.0 22.0 22.0 22.0 30.7 30.7 34.6 34.6 32.6 43.7 43.7 d Hammer width overall in 18.3 16.1 17.3 19.1 19.1 25.2 25.2 28.3 28.3 31.5 35.0 35.0 Width for guiding-face to face in 12.1 12.6 12.1 12.6 12.6 21.2 21.2 25.2 25.2 22.0 31.5 31.5 Hammer center to pump guard In 12.2 12.4 13.2 13.6 13.8 15.9 15.9 17.9 17.9 19.3 21.6 21.6 Hammer center to bolt center in 9.6 9.6 9.6 11.0 11.0 92 9.2 10.8 10.8 15.0 13.8 13.8 h Hammer depth overall in 23.2 23.2 24.0 26.2 26.2 28.1 28.1 31.6. 31.6 38.2 43.7 143.7 H Minimum clearance for leads in 14.2 12.6 13.4 14.2 14.2 17.3 117.3 19.7 19.7 19.7 26.0 26.0 Pilehco, Inc. P0. Box 16099 Houston, Texas 77222 USA Tel. (713) 691-3000- Telex 762631 Call Toll Free 1-800-231-0421 (In Texas, Alaska, Hawaii and outside USA, 713/691-3000 collect.) .1/ 'f pUIMAC INC I DELMACI SIRVIC I 91 1(800) 745-36fl Match 19, 1998 Roy Mytinges Foundation P11; Inc. P.O. Box 1167 Fontana, CA 92335 RE: 33 Series pile driving hammers Dear Jerry: This letter is to inform you that the )ebnag.diesel ham m e r m o d ) O 3 3 h a s t h e s a m e d r i v i n g specifications as the Delmag diesel hammer model D30-32. The 33 ii&ld scncs lmmnmrs only deviation from the 32 model series hammer is in the exhaust ports and will not e f t e c t t h e e n e r g y , level of the hammer. We are sorry for any misconceptions the change i n s e r i e s n u m b e r s m a y h a v e caused and we are always happy to provide you with any information you may need zV ~- W. Smith HOI1E OFFICE: P.O. BOX 199, HOUSTON, TEXAS 77222. (713) 691-3CXX] - WAT13: ()) 231-0421 or FAX (713) 1-C VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #3 I Description: Temporary Shoring Plan Date: 10/2/01 Comments: The construction sequence shown on the proposed shoring plan calls for excavating a 6' vertical cut 10' off of the centerline of the railroad tracks prior to installing any shoring members. This would result in an unsupported 6' vertical cut within the loading influence of the railroad. Revise the construction sequence so the excavation is filly supported at all times. AREMA specifies using the Boussinesq Equation to determine the railroad surcharge loading. Use 80% of the maximum pressure ordinate as given by the Boussinesq Equation. The 6" x 6" bottom struts that are located under the pier footing are considered deleterious material and cannot be located under the footing. Using the loading described above, the following members are overstressed: . W 8 X 18 vertical steel beams 6" X 6" struts 6'X 10'X 1" Steel plate No Exceptions Taken Amend and Resubmit Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG E TZ E?!I2 Date:10-2-01 Checked By: ___________________________ 9968 Hibert Street, Suite 202, San Dieg 92131 PH(619)566-3113 F(619)566-6844 - SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 2 2001 berofpagecIversheet2 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: El Urgent For your review El Reply ASAP El Please comment Tom Here is the response to Submittal #3 - Temporary shoring at pier footings (Amend and re-submit). The original will follow in the mail shortly Mark (619)_247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #3 1 Description: Temporary Shoring Plan Date: 10/2/01 Comments: The construction sequence shown on the proposed shoring plan calls for excavating a 6' vertical cut 10' off of the centerline of the railroad tracks prior to installing any shoring members. This would result in an unsupported 6' vertical cut within the loading influence of the railroad. Revise the construction sequence so the excavation is fully supported at all times. AREMA specifies using the Boussinesq Equation to determine the railroad surcharge loading. Use 80% of the maximum pressure ordinate as given by the Boussinesq Equation. The 6" x 6" bottom struts that are located under the pier footing are considered deleterious material and cannot be located under the footing. Using the loading described above, the following members are overstressed: W 8 X 18 vertical steel beams 6" X 6" struts 6'XlO'Xl" Steel plate F No Exceptions Taken Amend and Resubmit L Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. ~NG SIMON WONG ErR Checked By: Date: 10-2-01 1~~ 9968 Hibert Street, Suite 202, San Diego, 92131 PH(619)566-3113 F(619)566-6844 9968 Hibert Street, Suite 202, San Diego, CA 9213 -- SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS TRANSMITTAL Date: 10/2/01 Job Name: Poinsettia Lane OH Widening Contract No: 3551 SWE Job No: 600-406 To: Herzog Contracting Corp. P.O. Box 2510 Oceanside, CA 92051 (760) 966-0600 Attention: Tom Beutler From: Mark Plotnikiewicz Phone: (858) 566-3113 Fax phone: (858) 566-6844 We are sending you the Z Mail El Messenger D Overnight El Other following items via: I 1 I Response to Submittal #7 - Protective Shield for Demolition (Amend and Re-submit) I 11,131 tT4 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #/Name: 3551 Poinsettia Lane Widening I SWE Project # 600-406 Submittal #7 I Description: Protective Shield for Demolition I Date: 10/2/01 Comments: The proposed protective shield is adequate when there is a track and time window for the railroad. However, the barrier removal over the tracks will be done prior to sunset to comply with the City of Carlsbad Municipal Code noise statute. During the hours that the barrier rail will be removed, there is no track and time window. A protective shield that does not infringe on the minimum clearance requirements in the Special Provisions will need to be submitted for review. [1 No Exceptions Taken Amend and Resubmit El Make Corrections Noted El Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG 7 ;ML/?'~Ur, Date: Checked By: 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(619)566-3113 F(619)566-6844 VAP SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS FAX October 2, 2001 Number of pages including cover sheet: 2 To: Tom Beutler Herzog Contracting Corp. Phone: (760) 966-0600 Fax phone: (760) 966-0900 CC: Don Moore (760) 438-4178 From: Mark Plotnikiewicz Phone: 858-566-3113 Fax phone: 858-566-6844 REMARKS: [1 Urgent El For your review LI Reply ASAP LI Please comment Tom Here are the comments for Submittal #7 - Protective Shield for Demolition (Amend and re-submit). The original will follow in the mail shortly. Mark (619) 247-7423 Simon Wong Engineering 9968 Hibert Street, Suite 202, San Diego, CA 92131 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #7 Description: Protective Shield for Demolition I Date: 10/2/01 Comments: 1. The proposed protective shield is adequate when there is a track and time window for the railroad. However, the barrier removal over the tracks will be done prior to sunset to comply with the City of Carlsbad Municipal Code noise statute. During the hours that the barrier rail will be removed, there is no track and time window. A protective shield that does not infringe on the minimum clearance requirements in the Special Provisions will need to be submitted for review. 0 No Exceptions Taken 0 Amend and Resubmit Make Corrections Noted 0 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG E Checked By: Date: 10-2- 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(619)566-3113 F(619)566-6844 To: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Attn: Mark Plotnikiewicz Construction Manager San Diego, CA 92051 - U - - Date: September 27, 2001 Project Name: Poinsettia Lane Overhead Widening Project No.: 3551 Owner: City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008 Submittal No 007 This is an Original This is a Revision of Submittal Submittal No.: N.A. Subject of Submittal: Protective Shield for Demolition Specification Section(s): 303-1.14 & Appendix 'B' Plan Sheet Numbers(s): N.A. COPIES DATE NO. DESRIPTION 3 9-27-01 PS-1 Shop Drawing of Protective Shield 3 9-27-01 1 Calculations Contractor's Certification: Check and complete either (A) or (B) be1ow. We have reviewed in detail and certify that the material, equipment or construction ' ' procedure(s) contained in this submittal meet all the reguirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the following deviations: rector's Authorized Si ure: omas T.Beiii1roject Manager T3Th03 Oz 0'1EH .qoo mol IsilimensiT eniwsid qon8 :9t60 Gms4 j301q .01.1 bC1,q ienwO w-es xo8 .o.q MNI A3 og&O a.e bath'J lo 'fl3 .oT ir,vA yr:,hmr-=iasat eooe AO .bEdhs3 ,:11169 iisM :niA izrisM nouitnc3 MO ,V iodrnoqo8 91161 sulgailloq gnnbW biriavO ec bathhi3 lo ytiO ovA bsis Ol SCOSe AO bdiD to no1e1v9 6 al eirfT lsrthO nv 21 eblT cM !ithmdu8 .Ak1 :.ol (sftimdua ay sthrctdu8 - flolftlorncO irt bIerov,1o9o1q :ktflqidua 10 odii2 A14 ;(a)aie&nut4 1s9rI nF1 xibn9qqA _8 _4_ :)r nolieq 1O1TLc8a I .014L 3TAG P631900! woted (3) io (A) lsr$fss efOqmoo bns bti3 nollsIitaO a'iobSainoO r1otowt2no3 ,o $n9rnqlupo .Istist&n actl tMi vflio bns Iisib ill bw&voi 0v6d OW 'A no ($AVI13V1O ni beill3sq2 IGthrndUe 21r$t fl4 b9fl16ifl03 {31L'b93Oq on rifmimisiq noflcuiteno3 bcw enotflb.q noiiowintO .2tnemuC 3$1)flO} ert anoifqsx9 A noiiwi&ioo io mqlur,e .fr3htr3rn er$J 1i vjth brie hc3b n bew&v 9V6r1 eW (8) no morla 10 ni bsibqa aifl91n9lUp91 out Ha ecm lsiiimdue aid) iii banF)rioo (a)eiubo3olq dt ioIiuox ansiq noibmaio3 ins s noI tac rtoftu-dpno.'-3 ,aJnsff u300 iosi1no3 edt :10011-Siv9b walsTA K3 behodtuA aositnoZ? \ \ Sm aarn if 4 I ••:— TzLfl..J 4 ILi . _____....-.. i') rzzrj fL 'oz: ç.. 2) T I lVini* //)Dhi\\ •' - - 4L-T 1 DAM IMM Mmwm IN 9_27olT.BjHERZ0G CONTRACTING CIJRPI I_f 40 NO 524 POINSETTIA LANE OVERHEAD WIDENING I PROTE C TIVE SHIELD • CITY OF CARLSBAD CONTRACT NO. 3551 I C 0 rr 3789Q - (15 pir * L / LIV a /zJ - OF C -tX) : c/.- c2 /2' 0. .2i SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Resnonse Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #1 B I Description: Demolition Plan Date: 10/1/01 Comments: The proposed demolition plan requires the closure of Poinsettia Lane for two (2) nights. A traffic control plan will need to be submitted and approved to close Poinsettia Lane. We have received your traffic control plan (Submittal #8) and it is being reviewed. During the 1st shift of the proposed demolition plan, the existing bridge rail is to be removed with an Allied 1200 ft-lb breaker or equal. This activity will generate a substantial amount of noise and will not be allowed between the hours of 7:00pm and 7:00 am. It will have to be done between the hours of 7:00 am and 7:00 pm. Temporary protection shields for the railroad tracks will be required per Appendix B of the Special Provisions. The shields will be required to protect the tracks during the removal of the bridge rail to ensure that no damage oeurs and no debris will foul the tracks while jacking out the concrete. Railroad flagmen will be required whenever any work is being done within the railroad right-of-way or when the work being performed has the potential to foul the tracks. The contractor is responsible for scheduling the flagmen. The need for railroad flagmen is at the sole discretion of NCTD. All persons entering the railroad right of-way will be required to attend a Railroad Safety Training Course conducted by NCTD or its authorized representative. The proposed demolition plan includes provisions for flagmen and this note is to just emphasize the importance of this requirement. We have received your submittal for the temporary protection shields (Submittal #7) and it is being reviewed. Provide information on the disposal of the A.C. grindings (permit, location, etc.) S. All water from the saw cutting and coring operations must be contained and disposed of Properly. LI No Exceptions Taken Amend and Resubmit F1 Make Corrections Noted Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG Checked By: Date: IO/L/oi 9968 Hibert Street, Suite 202, San Di CA 92131 PH(619)566-3113 F(619)566-6844 HERZOG CONTRACTING CORP. 0023 P.O. Box 2510 Shop Drawing Transmittal Form San Diego, CA 92051 Date: September 17, 2001 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Plotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction Manager Submittal No 003 This is an Original This is a Revision of Submittal yea Submittal No.: N.A. Subject of Submittal: Temporary shoring for pier footings Specification Section(s): Appendix 'B" Plan Sheet Numbers(s): NA COPIES DATE NO. DESRIPTION 3 94.01 SI & S2 Shop drawings for shoring at pier footings 3 9-8-01 1-7 Calculations for shoring at pier footings Contractor's Certification: Check and complete either (A) or (B) below: We have reviewed in detail and certify that the material, equipment or construction ' / procedure(s) contained in this submittal meet all the reQuirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the followinci deviations: horized Thomas T.Beutt(Pr0ject ManaF C2.00 %O3 T)M1T4O3 OO5H rrno 1imniT gnivivsiO qor orxo .O.1 !OQ , dmtqs€ 8OG A3 .OPKI naP. ef!8J rifl8fliOq :rn6P1 tDnq jnirbiW birfwO bsdhs o Vfl .ôT reec :.oW ijoi evA vbmB ecr bsdahr,O 10 yJ10 :enwo 800P A3 bdcO vA rnbsisl 211cat 800e AO ,bd&s3 so'jq )I.4 •ntA )ePWISM fl0ii3LtUflO3 to nniaiveq s et aiklT tnrtitO ris ei 1T Q) ol'l Jrflrndu2 - A14 :.o'1 1irndi 1 1,IIrndu -- -..- - uni.00i i&q iol :tflirndue lo "duS .A.4 :()eødmiM tee,12 n!CI xibneqcA :(2)noibe ncitsi1bsqa - ------ -;----- -=-- - VO!i1183QJ * iutooI isiq i3 p4offa 101 Efl0dE3hi3l3 .OL4 F3TAQ1 -- =:= e3;o3! E I ---.- :wed () lo A) th9 oiqrno bt ;Iett3 :ioItiih3 a'tobitnoD n0It3UT1nO3 10 1flflTlqUp9 ,tsi tm sitt tail) V1itB.Z1 bns !web ni 1)Ow9tvD eGr1 OW no mAmda io ni b&ioe a ujLjççi iiiirndua &dt fli bnisfroi (a)91uboo1q on I1flW nobtsiario3 bn8 noii1b notiiflnoO h,1no3 un? .ir.oiqtxxe noffaintasm ii Jriemqupe jieJsm 9(1; ±rt bni htb nI hi9Iv3' 9vr, W (8) no riwQi io nil beitiaeqe atner.naliupm slt Its &mni Istfirf icia, aidS 31noQ ()eiiiboq grit 1jq,'e an1' ncih&ntno3 bns sioit ni3aqe noi?trtno) WriemuooC bci5io3 snt# - :nc1Jivsb pn"oltoI :eiutn berioni1uA eiobsi),oO eisM i3eto1 ie!Jue8.T emorfr 6'XlO' SteeL PLo (I ii ' Strutts Wedges Tr to remain. CROSS SECTION 51'-3' 7 aI y LO 6'XlO'XI' Steel - I - Wedges 11 - - ELEVATION VIEW / (I - Strutt NOTES NO EXISTING DRAINAGE FACILITIES WILL BE ENCOUNTERED, ALL STEEL IS A36 OR BETTER. ALL TIMBER IS DOUGLAS FIR NO. 2 OR BETTER. BACKFILL VOIDS BEHIND LAGGING WITH GRANULAR MATERIAL, 5, CONSTRUCTION SEQUENCE' EXCAVATE FOR FOOTING. INSTALL VERTICAL STEEL BEAMS, INSTALL STEEL PLATES AND WOOD STRUTTS. BACKFILL STEEL PLATES WITH GRANULAR MATERIAL AND WEDGE AGAINST VERTICAL BEAM FLANGE, SHORING TO BE REMOVED AFTER FOOTING POURED. BOTTOM STRUTT TO REMAIN. 6. SEE SHEET S-2 FOR FULL SHORING LAYOUT ESSj o 3789Q SHORING PLAN POINSETTIA LANE - CARLSBAD PLAN VIEW DRAWN BY 1 RL CHECKED BY 1 TB DATE I 9/8/01 SHEET I S-i .1 h FOR NOTES AND DETAILS NOT GIVEN, SEE SHEET S—i 37'S%' Ji Fr c11= II II 0 II II II JL JL Pier Foa-Irig Pier Footing J. ci ci a ci a II II JL, Ii .UU_ • FE ________ ___ 11 91-6 • 11-9 %' • %'• - 2'- -3'-1 %"41 10-8 %'— 6'-3 —4'-0'------ No 3789' TJ1 0 7 ' MAY DRAWN BY'RL SHORING PLAN CHECKED BYITB - POINSETTIA LANE — CARLSBAD DATE _9/8/01 SHEET I S-2 P.O. Box 2510 bnop urawing I ransmun San Diego, CA 92051 Date: September 17, 2001 To: City of Carlsbad Project Name: Poinsettia Lane Overhead Widening 1635 Faraday Ave Project No.: 3551 Carlsbad, CA 92008 Owner: City of Carlsbad Attn: Mark Piotnikiewicz 1635 Faraday Ave Carlsbad, CA 92008 Construction UMmWr Submittal No 001-B This is an Original This is a Revision of Submittal Submittal No.: Subject of Submittal: Demolition Plan Specification Section(s): 303-1.14.1 Plan Sheet Numbers(s): 40 of 50 COPIES DATE NO DESRIPTION 3 9-27-01 Demolition plan as provided by PenhaH Companies 3 9-27-01 .Herzog letter addressing Submittal Response Comments Contractors Certification: Check and complete either (A) or (B) below. A We have reviewed in detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans with no exceptions. (B) We have reviewed In detail and certify that the material, equipment or construction procedure(s) contained in this submittal meet all the requirements specified in or shown on the Contract Documents, Construction Specifications and Construction Plans except for the followinq deviations: tractors Authorized Sign re: Thomas T.Beutier, Project Manager (Krn .903 01IMMOARTMI03 0,015H cTnoi IsIlimensiT pniWnci qQI1 IOO 3nJ s"MWIOCI 9rn814$39tcriq ntnebiW b3srh9,O WE .014 boi 1Dc12h6O To VIO isrrO .,vA vs 1-,&1 Ct BOORP X) nithth To nlvsR s at ziriT IsniOhO r,aei sluT 8-00 oH tf;mdu8 :014 stlrndu isflimdu ns'I noithomCt :litmdt2 to 14u8 Oa toOr :(e)aidmuW 159t12 nsVR - t.. F-COC :(?.)noijm3 rrot1sibq8 rocjd cnnnrro3 eznoqce5 tthmdue gniausibbe ieflI pQrsH. IL WQt9d (8) io (A) isdhs stalcimoa bns AosfiD noiJsTih3 00t3slinoo n01t3m15n03 10 lmaniqlups lshI&m Ofil Isfit ylftm, bns lictab rul bm-aivern evisd 8W (A no nwoda 10 ft bftb9q nsmouj'poi MI iui1 r srutnQo (tufraaoiq on I1UW eralci noibUiJcio3 brm enosiib3q8 noi.n1ano3 MnernuJ hntno3 ecU .sno!tcox - nottajiter,00 10 lnomqiup Jti6Iarn erit irri! ylihso bns llsb ni bewrsv&i evtrt eW (8) no rlwcrl3 o iii beiTheqe aimemmiupsi ecU tie iEorn tU rcue eirB iii ben18fn03 ()eiubeooiq 101 tamxo en4 noflnno3 bns enottilbsq rtoli ,erncnuooc heiJnoO ecU no1iBveb rnj4Io1 :etiJnl2 boxhoflluA eiotodf • eg.uiM bejolti ,tu8.T esmorif OtSxo8 O.q tOS2 AD oei'J ns2 t,sdah3 10 t3 .QT OvA EiR UF aooe AD .bdzhD rpsfr,r1 hsM iflA nobuirio3 SEP-28-2001 FRI 05:49 AM PENHALL COMPANY FAX NO. 858 550 1120 P. 01 COMPANY Concroto Sawing, Drilling and Breaking September 28, 2001 Thomas T. 8euticr Herzog Contracting Corp. P0 Box 2510 Oceanside, Ca. M051 Re: City of Carlsbad Contract No. 3551 Poinsettia Lane Overhead Widening Subject: Response to Demolition Plan Submittal Gentlemen: Item //2 - The rail removal at night is based on the most feasible time to slop traffic on Poinsettia Lane and the window of operation with the Railroad. Item #4 - The removal of the asphalt from the budge decks will be disposed of as per the specials. The asphalt will be delivered to one of the local recyclers. If needed, we can supply dump tickets from this activity. At this time, it is not know which recycier we will be taking the material to. Most likely it will be taken to a Hanson Aggregate plant if the work can be performed atnight as planned. If! can be of any assistance, please call meat (858) 550-111). (Tlink ou, Pt Menzies Project Manager 5775 Lstqato Drive, San Diego, CA 92121 (358) 550-1111 rAx (858) 550-1120 SEP 28 '01 06:39 858 550 1120 PGE.01 F I COMPA NY.' Concrete Sawing, Drilling and Breaking September 10, 2001 Thomas T. Beutler Herzog Contracting Corp. P0 Box 2510 Oceanside, Ca. 92051 Re: City of Carlsbad Contract No. 3,51. Poinsettia Lane Overhead Widening. Subject: Bridge Demolition Plan Per sec. 303-1.14 and Appendix 'B' Railroad Requirements, we submit the following Bridge Removal Plan. DEMOLITION SEQUENCE POINSETTIA LANE OVERHEAD WIDENING Day/Night Prep work prior to weekend demolition 1' Shift - During the placement of the temporary k-rail, we will remove the existing asphalt surfacing and then the bridge rail. All material at this time will remain on the existing bridge deck. This work will be performed with a CAT 436 with an Allied 1200ft-lb breaker or equivalent. The temporary k-rail will be placed prior to opening up to public traffic. It is anticipated that there will be the need for a railroad flagman for this stage. Time for this is 8 hours. Poinsettia Lane will need to be closed due to asphalt removal and K-rail placement from 8pm till 6am. 2 Shift - The pick points will need to be coredrilled through the segments (12ea x 6"dia.). The locations and dimensions are as shown on the plans. The segment pins will also be coredrilled to relieve the segments from the abutments and bent caps (12ea x 3"dia.). The locations and dimensions are as shown on the plans. The segments will then be saw cut free from each other (2 cuts x 144'). This work will be performed with an electric coredrill and gas powered 65hp walk-behind flatsaws. All of this work will be performed from up on the existing bridge deck. It is anticipated that there will be the need for a railroad flagman for this stage. Time for this is 8 hours. Weekend demolition 3rd Shift - The first operation will be to detention the existing tension rod/cables. At the same time, positioning and rigging the cranes for the segment removals for that night. As shown on the plan, the first picks will be of span #3 (the eastern end), then span #2 (the middle span over the tracks) and then span #1. Spans #3 and #2 will be accessed per the plan sheet 50, access #2. Span #1 will be accessed per plan sheet 50, access #1. The equipment for this operation will be a 175th hydraulic crane supplied by Marco Crane, and 40ft flatbed trucks and trailers. The crane rating sheets and the rigging data are attached for your review. 60ft manlifts will be used to rig the slings and other connecting equipment. The segments will be picked one at a time, for a total of 6 separate picks. It is anticipated to complete this work in one night. There will be the need for a railroad flagman for this stage. Time for this is 10 hours. Poinsettia Lane will need to be closed due to the tie rod/cables being de-tensioned from 8pm till 8am. 5775 Eastgate Drive, San Diego, CA 92121 (858) 550-1111 FAX (858) 550-1120 Concrete Sawing, Drilling and Breaking Bent cap and wall demolition 4th and 5th Shifts - This operation will most likely start on the beginning of the following week after the segment removals. The work involves the perimeter sawcut, break and remove of the bent caps and the north face of the bent walls. This work will be done with gas-powered handsaws, 501b rock drills, rock splitter and 301b rivet busters. The work will be performed from 60ft manlifis, located at track grade with maximum clearance from the track. There will be no need for mechanical track protection. All debris will be directed away from the tracks. There will be the need for a railroad flagman for this stage. Time for this is 16 hours. Abutment and slope pa?lngdemolition This operation will be done at a later date, when needed by Herzog. The work will bi done with a CAT 436 with an Allied 1200ft-lb breaker or equivalent, gas powered handsaws and jackhammers. This work may be completed without a railroad flagman for this stage. Time for this is 16 hours. All debris will be removed from the work area at the end of each shift. There will be sufficient fire suppression and lighting on site at all times. If I can be of any assistance, please call me at (858) 550-1111. r- - Pat Menzies Project Manager 5775 Eastgate Drive, San Diego, CA 92121 (858) 550-1111 FAX (858) 550-1120 Lifting capacity tables (85%) Main boom \I/ 2295591 2 295 661 Crane with 4J00 lbs (20.0t) counterweight (suppoing span 25.1 x 25.9 ft) - Main boom - fixed lengths in ft 101.7 101.7 131.2 131.2 146.0 160.8 Tel, sec, l 1.0 0.0 1.0 0.0 1.00 1.0 TeL eec. i 1.0 0.0 1.0 1.0 1.00 1.0 Tel. sec. fll 0.0 1.0 0.5 1.0 0.75 1.0 TeL sec. IV 0.0 1.0 0.5 1.0 0.75 ... 1.0 360 range Radius Lifting capacity in 1000 lbs 110.0 49.0 - - 15.0 110.0 - 49.0 8.0 . . 49.0 - 20.0 110.0 49.0 80.0 49.0 61.0 46.0 * 25.0 110.0 49.0 60.0 49.0 61.0 46.0 30.0 100.0 49.0 80.0 49.0 61.0 46.0 35.0 81.0 49.0 76.0 49.0 59.0 46.0 40.0 63.0 43.6 67.0 49.0 55.0 45.0 45.0 51.0 39.6 56.0 45.0. 52.0 46.0 50.0 41.0 36.4 .46.0 41.6 47.0-' 46.0 33.6 38.8 38.4 39.8 41.8 60.0 27.8 31.0 32.6 35.6 33.8 35.6 65.0 22.8 28.6 27.8 32.8 28.8 30.6 70.0 18.8 26.8 . 23.6 29.8 24.6 26.4 75.0 15.4 25.2 202 . 26.2 21.0 22.8 80.0 12.4 23.6 , 17.0 23.2 18.0 19.8 85.0 9.8 • 22.2 1. 14.4 20,4 54 17.2 90.0 20.4 12.2 18.2 13.0 14.8 95.0 10.0 16.0 11.0 12.8 100.0 8.4 14.2 9.2 11.0 105.0 6.8 12.4 7.6 9.2 11.0.0 -. - 5.2 11.0 6.2 7.8 i5.0 9.6 4.6 6.6 120.0 8.4 5.4 I .. 1 . i i.r.- I 410 Max. Demied 14 m/s 11 rn/s wrid xc- , 0. 1111111 UI 4).UI)ltlili lit Dimensions 282 (5424) V H r Ov (5077) - (345) R. rs Rad1 U wh.Ia 1*wed 47 0 .,.112'(. 17i) I-T .- • 4-1 124i C24W) (2 F (13420) (IS 460) Note: () Reference dimensions in mm Model GMK 5175 equipped with: 3 x Front Axles 2 x Rear Axles IaJ 10 x 8 x 10 Drive/Steer 20.5 R25 Tires, 78,940-lbs. 54.290 lbs. 133,230 lbs. H'.'drau!!c 0!! Coo!er. Pain & ui!arj Hcists (3 x 6,313) (2 x 27,145) with cable. (LESS all counterweight, hook block, outrigger floats and lattice extension). NOTE: Auxiliary hoist is fixed installation! nnn.rcmrn,,kla Weights for accessory equipment: Outrigger Floats Stowed + 140 + 260 + 400 Brackets for Lattice Ext. to Stow on Base Boom + 490 50 + 440 Lattice Ext. -33 ft. . +. 4,600 - 1,180 + 3.420 Lattice Ext -33/59 ft. + 5.380 - 970 +4.410 10 x 6 x 10 Drive Steer in lieu of standard - 135 - 735 - 870 16.00 R25 Tires in lieu of 14.00 R25 + 790 + 530 + 1,320 4.00 R25 Tires in lieu of 203 R25 - 1.340 . 890 - 2.230 S. Bracket for Spare Tire - 30 + 85 - '+ 55 Spare Tire - 14.001125 - 300 + 830 + 530 Spare l!re-16.00R25 370 + 1.030 + 960 Spare Tire - 20.5R25 - 420 + 1,170 + 750 Non Supply of Auxiliary Hoist - + 1,280 ----3.280 - 2.030 Remcve Rear Outrigger + 2.395 7.795 5,400 14; Remove Front Outrigger Beams/Jacks - 5,165 + 705 - 4,460 15. Hook block 50 ton carrier + 960 + . 530 + 1,490 F / SAFE WORKING LOAD OF WIRE ROPE if a condfioi should ailso where you do not know the safe worldnfl strength of a particular sits of wire rope, the blIowIrj Rule of Thumb Method can bö used Diameter of she cable kt (IIhi. Squaro the top - vidu by the bottom and the anrwer Is * safe w,lldng load In Ions. Examples: I/tcabls '.4/8 ALI. 12 •' 2 tons safe '.OiWng load 7/0. cable 7f - 41 '.6 lone sale working load I-I/O' cable 9/5 10 Ions safe working load Breaking strength Is about 5 lkne.s this. This gives us a safety facttr of 5 to 1. This formula is for vertical and atmight kits only. WIRE ROPE SLING CAI5A CIT V RA 1NGS I rOAI L 2000 LSS. Ft'. c tn 1. __.JYLQJ(J1iQL/ °Ub DIAMETER STRAIGHT CHOKER !bSKtT 1.1.1146 I HUNG 1.5113 Of 51516 PULL HITCH HITCH ANGLE '.JG1E A'IL1L! 0 .' INCHES 10115 TONS TONS 0 30' 0. 45' 114 0.56 0.42 1.1 097 1.79 056 318 1.2 0.93 2.5 2.1 I 1/2 2.2 1.6 4.4 3.8 J. 1 21 518 3.4 2.5 6.8 5.9 .1.8 3.1 3/4 4.9 3.6 9.7 8.4 (3.9 'I.? 1 8.5 6.4 17.0 1.0 12.0 8.i 1-1/6 10.0 7.8 21.0 13.0 15.0 101" 1-1/4 12.0 9.2 24.0 .0 17.0 12.1) 1.3/8 15.0 11.0 29.0 25.0 2.0 151) 1-1/2' 17.0 13.0 35.0 20.0 2.0 17.11 1-314 24.0 18.0 47.0 .11.0 33.0 24.0- 2 30.0 23.0 61.0 3.0 43.0 33.() 2-1/2 1 47.0 1 35.0 74.0 1_j1.0 _0 Ml '11I 1 Th .c Formula to find sling iisngth: Load Width * Multiplier = Sling Length I1E ABOVE PAlED LOADS ARE BASED ON OX 37 AND 6 A 19 CL.AsslrlcsTlOu. In W#KC. MECHANICALLY SPLICED WIRE ROPE. SUNG lOADINGS BASED ON OSHA STANDARDS 29 (71t "26'19I0 PARt' 1926.251 lOsli. SUNG PATIU(iS GOOD FOR D/d RATIOS Of' 20 OR GREATER. M,HERE 0'. DIAMETER OF LOAD, d • DIAMETER OF SUNG CoMPONENT Wilt ROPE. i/ITCH TYPES: RATED CPA CI TIES USED ON it SAFETY IA CTOR OF SYI V 11 O/d z20 Sling Angle -, if. /CP \ ~Octj 44"-8'-'+— (existing) /"-911+ 36'—/l" ± —O":i:I l'—O"± Temporary Railing (Type K), use drill & bond dowel per I Sect/on K—K on standard plan. See Roadway Plans -_ Exist Concrete Barrier Type 25 w/ Chain Link Railing— F?4 , 81-411± Exist Precast Prestressed Slab Units I /4'O" I-1I I exist Po'insettla Lane—' Temporary Traffic Screen 2" AC surfacing Ll (a~573 OF F] -------------------------------------------- I /992 TYPICAL SECT/ON - STAGE / fit fQ/Qll 4' \RR Main Track Top of fi/I / RR Track 2 / / /750+40. 90±( 1 'op of fill S. " skew T ' 24-45"l =2 - 'It It ff50 17 ' 1749 Poinseft, è\ BB /749+76. Elev 77.48' a---. — - — a — a — M—.— EB U5/+2 E/ev 76. 86i' 50+56.04± \. oçtz'Ecz --. 82± exist,' ExIst clear. = new clear, lyp PLAN /it =20011 -ro z il p rk( it Z"iZ,. '-- Memo To: City of Carlsbad - Mark Plotnildewicz From: Thomas Beutler Subject: Poinsettia Lane Overhead - Demolition Date: September 27, 2001 Our response to the comments on the submittal response to submittal #1 is as follows: Have submitted traffic plan for closure of Poinsettia Lane(submittal #8). Also, see letter dated 9127/01 concerning traffic control for demolition. The portion of barrier above the railroad tracks must be removed when there is not any rail traffic. The only window available is from approximately midnight to 3:00 am. It might be possible to remove portions away from the track to limit the night work. However, closure of Poinsettia would then be required in the day time. Have submitted plan for temporary protective shield (submittal #&). See Penhall writeup for disposal of AC grindings. Water to be disposed of per contract specifications. SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #,fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #1-C I Description: Demolition Plan Date: 10/11/01 esed P -- Lane _ r' jeawfeliirr iiiu &ir irappfevedvuelose Poinsettia 'iri have reeeiIi MU 1l1JJflJ4J4 being J1j., 2. U1 shift Wof-t 1. Tt Ised 4bridge J i1Tøibe r-efneved with i ii*irian it twfeaker-irujjumi*iiiff@ is i gener substafitia ete 1(UL11afnJ 11 JnUef n !rJ1aIwffftu. DI 111 11J1Ietween theflh1 1I1IJ:1 .nd - 7:00 itL14 wiH haveI1 U1 ti U_1JJ1UI ffi1J1]i1 L[fl m andLPIIJT1 inr,. unit iüs or- n iri ii the Iwwn The shields rur-e r jL#If1 tme r r-efneval of the flhiil4 the WTd!LJtHAtwe1lfIthatIi11no damage UJE It) Ioeetir-sUUflTIie *LIIVM!ifoul iLH tFaeks*whileiiujaekingi 'jL the j and tr.ir ri I nun wef:k is done within 11W1iiU*4Uway i flagmen IU41lJwork iI LULtt has nitrnifeul the reentmeter-rtnit peffeFmed ;i.t ir ii needifer-igrailfeadiflegmenjr E1tJi tMthe 1Jfl diser-etien the failfead j n Ceafseni I eenrL PJ !T 0i The tr Jr - 1IiplanWineludMIi Lt1II 1t4W1Ier-1ll menU I UThe is*i LUF'M1 FJfli Thfl UIJ1JIffLtfl"s r-equffement. O.thave1! JIor feeeNivedI iiJL111it10 just tsize thel1Ir j-JAT yew—'1 fl -93r-p S2IH A. fl t A fl]tion ' • (SubwA4al P) and it is being uIirl rrsthe tin wr.rw, '' — uiwater-Auijr1JrtJIni1 1tJiMUJfli!1I1 — . '" the n.S.fl!L!a4 VA. tfl! tWA 'a. must 1'•!s t.a. and .j.4fl.p.j No exceptions taken to the revised schedule received 10/11/01. No Exceptions Taken [1 Amend and Resubmit E Make Corrections Noted Ii] Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and corielated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his wo& SIMON WONG GINEERIN Checked By: Date: 9968 Hibert Street, Suite 202, San1)iego, CA 92131 PH(619)566-3113 F(619)566-6844 SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS Submittal Response Form Project #fName: 3551 Poinsettia Lane Widening SWE Project # 600-406 Submittal #1 Description: Demolition Plan Date: 9/26/01 Comments: The proposed demolition plan requires the closure of Poinsettia Lane for two (2) nights. A traffic control plan will need to be submitted and approved to close Poinsettia Lane. During the 1st shift of the proposed demolition plan, the existing bridge rail is to be removed with an Allied 1200 ft-lb breaker or equal. This activity will generate a substantial amount of noise and will not be allowed between the hours of 7:00pm and 7:00 am. It will have to be done between the hours of 7:00 am and 7:00 pm. Temporary protection shields for the railroad tracks will be required per Appendix B of the Special Provisions. The shields will be required to protect the tracks during the removal of the bridge rail to ensure that no damage occurs and no debris will foul the tracks while jacking out the concrete. Railroad flagmen will be required whenever any work is being done within the railroad right-of-way or when the work being performed has the potential to foul the tracks. The contractor is responsible for scheduling the flagmen. The need for railroad flagmen is at the sole discretion of NCTD. All persons entering the railroad right-of-way will be required to attend a Railroad Safety Training Course conducted by NCTD or its authorized representative. The proposed demolition plan includes provisions for flagmen and this note is to just emphasize the importance of this requirement. Provide information on the disposal of the A.C. grindings (permit, location, etc.) All water from the saw cutting and coring operations must be contained and disposed of properly. LI No Exceptions Taken Amend and Resubmit [11 Make Corrections Noted [1 Rejected - See Remarks Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirement of the plans and specifications. The contractor is responsible for dimensions which shall be confirmed and correlated at the job site, fabrication processes and techniques of construction, coordination of his work with that of all other trades, and the satisfactory performance of his work. SIMON WONG ENCTINEERING Checked By: Y'Lk-_( Date: - Z 0 / 9968 Hibert Street, Suite 202, San Diego, CA 92131 PH(619)566-3113 F(619)566-6844 Project:,,4 ____________ Page: SIMON WONG ENGINEERING L- rl-,or%) ________________ STRUCTURAL & BRIDGE ENGINEERS Proj. #: Designed: Date: Checked: 14 p 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: 4 * 4 + 4 4 I)LA1 r7rAL ;i J2 'E(ITIPUb SL-& + 01A L qA (00 Jo -"7 (1- c ") (i 7) —a 7 r 2 Vo (2-)' I S7 FTZ (— {O6\J ((442 t _r t + + ThTAL &-B LoT1 + -TDTALI Vc LgfrJ6 -u 17.40 t 1 t t + t f + + ThTAL VOLUM IE OF Cow cii-m t#/o CorrAw WA (47,o 9 C7 FT&) 'Xi o s)] Z3s FT ,A5LMf 37 3,o I AV 181 + The trij.s - t' AbvT - Foc- or 1-IFr o 7) . .•-+---- + 1- ' -- + -f .-4 • + ,- . - I , , + -,•-' S ci) Cl) C-)