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Home My WebLink About3671; CANNON ROAD/ CARLSBAD BLVD SIDEWALK & STREET IMPROVEMENTS; SUBMITTALS;A £ SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 - Fax: (909)940-6078 L SUBMITTAL #I — 3 Submittal for: Aggregate Base Project: Cannon Road/Carlsbad Blvd Project #: 3671. Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 02 2 - %. OZ A oJo... sMtA Notes: UEit 3/ilQo. . r CJCr,bI*%'IA. (..•-••.-- - . . .qL LZ . ; C ' . ..J. _•'\ 4' '..: Dot. ;. .• . . . and CUI !1 "s; select abrication processes and techniques of construction; coordinating the work of the trades; and performing the work in a sate and satistac$oiy manner Dated: Approval: • . • II 7 .••.. • • •• . . • .:- • . • . . • ••- .0V09/2000 14:Z8 FAX 858715 50L HANSON SALES SIPP CONSULTING GROUP (858) 57-1777-TeIephone 55 Murphy Canyon Road, Suite 100 (858) 573-0069 - Facsimile San Diego, California 92123-4379 PHYSICAL PROPERTtS OF AGGREGAS &øou Are'2 Job N:. - L3bThzvOiNo. . — kjce C&Cornitn1c?tn Lo.adon San Mires Ssmplcd By S.C.G. - Type3fAg1c CLUAt.t.pu -- SjbmItCd& - - SOC cXAqsrcPm SatiMan:o.' Plant AuthorzcdBy 4h.t t!!.A ti4 r Standard te ASTM mIe.'? 37ii t2.fl6!99 Data Om- Sim S2C 1L WAR 1 LOO too 314 911 90-10O !f2 ES 3/11 - - 71 44 47 75 Q 'I 34 24 I 30 Is - - f 10.30" 1150 H 1100 200 j &S 2.9 !!! m- - Tat STO 1% civahed puv6ctc3 AsTMo ,........ suurtdr.ssby 9d1urn siilflix I - dusbi1y index _-----I —I____ C131 P1 500,,0. _._ Abnacft %WCW. MY. c535 I v. W. 1030 my. Cirwfln - LnuS Urr.k 7!2Ikhy Inde,. • __________ __________ ___________ c1ear.ncz Ynfun (ir. 127 Sand Eu1vs1ant Vsuc 42 Joe "Uif 217 R-Vu ill 3001!udai!on _•_a / M3. 1eiUy '• .• o O6Z F—op:imum MoiItk, V. 7 . 1119 Re1ions - A.SHTOTI0 Mo4 $ •••ff Bulk •• f 27 , - a 02 Ut V V Apprcn - V V I - CONFORMS •% V V• : •••?- V. •' ;•-°••. SEAN: MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 - .3 SUBMITTAL #2 Submittal for: Portland Cement Concrete Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 201-1 Notes: Ua?e .3fc-fo . ONO EXCEPTIONS TAKEN • OMAKE CORRECTIONS NOTED aSUBMIT SPECIFIE') ITEMS aREVISE AND RESUBMIT 3Ir6rtc X113JECTED. Corrections o: -ri•-de on ,?--,. op drtg during this review do not a#ieve tht cri o -eor :Wty to comply with the reciui amp.-&, .1 ctions. This revew' s only it, .. eii o mancc ' design concep e cou . ier, .r;nce :. 'Contract Docurbe'tt :ont o. r*: ponsibIe jW. 1unfirming and care.itt • e ':.tdGs; sekcthg fabrication procesa. - orstruction; coordinating the work of the trades; and performing the work in a safe and satisfactoiy manner Dated: Approval: .... . . - . .'.... ,. 02/09/2000 14:38 FAX 858 715 5001 HA SON SALES 003/011 son uu RNHanson tsn Agrogatz Pdflc 50uthw3t fleIn P.O. Box 699009 Sxn Dtr9, CA 92163-9009 0029 Hwits PIwt Road San Diego. CAS245 TW 853-716-5600 Fax 806-715-5601 NIX ID : 2633502 (02] CONCRETE MIX DESIGN 2500 PSI 02 /09/00 CONTRACTOR : SEAN MALEI( ENGINEERING PROJECT : CANNON RD @ CARLSBAD BLVD SOURCE OF CONCRETE..: HANSON. CONSTRUCTION TYPE : 520—C-2500 2500 PSI @ 28 DAYS PLACEMENT : PLACE OR PUMP 4" LINE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE—DRY) YIELD, CU FT ASTM 0-150 TYPE IT/V CEMENT i.'LD 445 2.26 ASTN C-618 CLASS F FLYASIt,.LB 90 0.71 WASHED CONCRETE SAND - 44%, LB 1384 8.27 }IANSON 1" x #4 - 56%, LB 1788 10.53 WATER, LB (GAL—Us) 326 ( 39.1) 5.22 TOTAL AIR, % - - TOTAL 27.00 WATER/CEMENT RATIO, LBS/LB • 0.61 SLUMP, IN . • - • 4.00 CONCRETE UNIT WEIGHT, .PCF • 149.3 uru'iwu 14:38 FAX 858 715 5001 HANSON SALES I004/OjJ. WON wHanson Hanson Aggregates Pacific SouThwt Region P.O. Bt 830O6 San Diego, CA 921G3-90 99 Haft Plant Road San Die0o, CA 92145 161 058-715-5600 FI 858-715.5601 CONCRETE MIX DESIGN MIX ID : 3233502 (02] 3250 PSI 02/09/00 CONTRACTOR : SEAN MAtEK ENGINEERING PROJECT CANNON .RD @ CALSBAD BLVD. SOURCE OF CONCRETE HANSON. CONSTRUCTION TYPE 560-C-3250 PSI @ 28 DAYS PLACEMENT BOOM OR PLACE —,'0ov ?14,41of%:IJI t1rçP WEIGRTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT ASTM C-150 TYPE Il/V CEMENT, LB 479 2,44 ASTM C-818 CLASS F PLYASH, LB 97 0.73 I$fQDPe)"J WASHED CONCRETE SAND 43%,. LB 1334 7198 o,444')eBANSON 1" x #4- 57%, LB 1794 10.57 WATER, LB (GAL-US) 330 C 39.5) 5.28 TOTAL AIR, % - - I TOTAL 27,00 ASTM C-494 TYPE A & D, OZ-US 23.05 WATER/CEMENT RATIO, 1..BS/LB 0.57 SLUMP, IN . 4.00 CONCRETE UNIT WEIGHT, PCF. 149.4 V&Y V4Fl&VVV *.UV JrCLA WOO USE Hafls top n Wiion Aiiiaat Pc'fio Soudw,ct Re&on P0. box 6X-9 San D1ec. CA 92 0E-9O9 QQ Hams Phil Fbal San Dh,o, C-4 92145 TO. 85-7I6OO 0x 856-71 JN0' CONCRETE MIX DESIGN MIX ID : 0410503. [ 1 .100 ?ST 1)2/09/00 CONTRACTOR : SEAN MAiEK ENGINEERING PROJECT CANNON .D 0 CARLSBAD BLVD. SOURCE OP CONCRETE : RANSON. CONSTRUCION TYPE 190—R-40 -0 PLACEMENT TAILGATE WEIGHTS PER CUBIC Th1D SATURATED, SURFACE—DRY) YIELD, CU FT ASTM C 1.50 / TYPE IT CEMENT, LB 167 C.SG ASTM C 618 / CLASS F FLYSH,: LII 23 0.17 CONCRETE SAND - 66%, LB 2126 12.81 HANSON 3/5" X #8 - 35%, LB 1123 6.90 WATER, LB (GM—US) 31 ( 46.5) 6.27 TOTAL AIR, % - TOTAL 21.00 WATER/CEMENT RATIO, LBS/LB 2.06 SLUMP, IN 5,00 CONCRETE UNIT WEI01T, POP 141.9 1 Ii 02/09,2000 L4:42 FAX 858 7155001 HA?fJON SALES lO08/Oii UOB HIMHanson Januacy 12. 2000 Manufactures Certification Shipping Location: 10th Avenue Terminal San Diego, California Sburce: Daewoo Cement, China .Renbon 1' erm3nent Cement 24001 Stevens Creek Blvd. Cupertino, C. 9014 This is to certify that the Hanson Pennanente Type 1W Low Alkali cement shipped ft'om the San Diego, California 10th Avenue Terminal confonns with the requirements of ASTM C 150-97 for Type II and Type V low alkali potitand cement- In addition this cement meets the requirements of Caltrans Standard Specifications Section 90 for Type II Modified' portland cement. Provided below are chemical and physical test results for The PeiTnanente Type 1W cement received December 12, 1999. Chemical Analysis Type II Type V Permanente Specification Snecification Tyne tIN S102, mm. % 20.0 - 21.5 Fe203.max% 6.0 - 4.1 A103,max% 6.0 - 3.9 CaO,% - 65.1 MgO, max % 6.0 6.0 1.8 SO • max % 3.0 2.3 2.00 Na2O, % - -- -- - 0.05 - 0.65 Eq. Alkalies, max.% 0.60 0.60 0.48 Loss on Ignition, max % 3.0 . 3.0 1.23 InsoL Residue, max % 0.75' 0.75 0.55 0381 % - - 63.7 8 5 3.4 4AF,% - - 12.5 C4AF.2C3A,% - . 25 192 Physical Data Air Content. max % 12 1. 7.8 Normal Consistency, % Blame, mm, m21kg 280 260 306 -45 pin (#325) sieve, %. - Autoclave Exp., max % 0.80 0.80 -0.030 Comp. Strength.., mm, MPa Iday - - 13.8 3 days 10.0 8.0 25.8 7 days 17.0 15.0 31.8 25 days 21.0 41.7 Vicat, Initial, mlnlmum,;mln. 45 •.. 45 135 Final, ma*lmum. mm. 375 . 375 250 False S.t, mirt % SO 50 90 Bruce W. Carter.Manager of Technical Services - t Haman Permanents Cement me., Is not offiuleted with Hanson Concrete Products. Inc.,. CafomIo awporstibn located Mftpoc.CA. - 02f09/000 14:43 F& .1 RESOURCE MATERIALSTESTiNG, INC. Specialists in Fly Ash Test1ng REPORT OF FLY ASH ANALYSIS TO: Mr. Dale DMus, P1. PROJECT NO.: RMT-310 Phoenix Comma Company SALENO.: 10566 P.O. Box 43740 DATE iECE1VED: 9-17.99 Phoenix, AZ 85080 DATE REPORTED' 11-19-99 PROJECT NAME: Four Comeis P!nt Ply Ash Quality Aurcnce Progsnm SAMPLE ID: Class P Fly Ash Lot 11.5162 ASTMC6IS CHEMICAL ANALYSIS: RESULTS: SPEC. Jr/C Silicon Dioxide, S.M. % 63.62 • - Aluminum Oxide, A12031% 22.93 ' - fran Oxide, Fe2O3, % 4.80 - SuâiofSiO2,A1203 and Fe2O3, % 91.41 70/50 min CaIciun Oxide, CaO, 34, 3.30 - Magnesium Oxide. MgO, % . Sodium Oxide. Na2O,% 1.25 - potesslum Oxide, K20,% . 1.21 - Sulfur Tzioxi a 503, % . 022 5.0 Max Moisture Conten; % 0.18 3.0 Max Loss on Ignition. % . 0.40 6.0 Max Available Alkalies asNa2O,W - 074 1.5. Max PIWSICAL ANALYSIS: AznournReined on No. 325 Sieve, % 15.7 34 Max Strcngih Activity index PortIid Cement at 7 days, % of Control 87 75 Mm Pottland Cement at 22 days, % of Control 93 75 },4j Water Requfrement, % of Control 94 105 Max Autoclave Expausion.% . -0.03 . 0.8 Max Specific Gravily 2.06 - Increase of Drying Sheinkage, % 0.03 Max Reactivity with Cement Alkalies Reduction of M rBxpnnaion,% 64 Moilar Expansion, % ofLA TQems Cono1.• 14 100 Max Mr Eanrabeameat of Mortar. V9. • .. -- - *Optional requlreients applicable only when requested by purchaser. This material meets thc mqutmemema Of ASTM C61 S for the parantetnn tested, By______ RobertL. Snmiih, Ph.D. MM CWeland Hwy; Suits 3 • Clennont. Georgia 30521 983-1500 ' (770) . FAX (770)J$231$2 ..•. .•t .,.' .,. . -. . 02/09/2000 14:44 FAX 858 715 5001 HANSON SALES 0O9/O11 won RoiHanson .laz2=712,2000 LABORATORY ThSTJNG OF WASHED CONCRETE SAND loq J HANSON AGGREGATES, PALS SAN r D PLANT. 't ) STEVE ANALYSIS(ASTM C136 and Cl ii), perceát passing (3-~ sieve Size WAS-B" CONCRILTE SAND F' 100 SF4" 100 1/2? 100 100 04 97 #8 16 .• . 7fl i30 4( #0 15 #100 4 #200 Bulk Specific Gravity (ASTM C128) 2.56 Bulk Specific Gravity, SSD (ASTM C128) 2.65 Percent Absorption (ASTM C127) :.: 1.0 Suundiiess(ASTMC88) Total % Loss-By Weight . 2.. Sand Equivalent (CALTEST 217) . . Organic' Lnpurkes (ASTM C40) 4 . . -4 •- _p.5 • 4•• • • .-•• . • -' . .. • NOTE: ThwsonAggtUe's ]2tboratoly malts Are (0i mfozxnnDotwl purposeu only.. oexiA1 labommyz3Iu should be nred whá exact reCWLIZflP4AIiODS or libensed cez.5ed ctj are rcq'rixed. ..... . • . :-. . . - •. . -•. 4 .. . . .. .. . . . . . l.• 4 4 ..,.r ;. • , .•..• I rt i..- . - - . . - . •.• :. •. : '$- .' --• • 1 . . . i,.T '•4 ç '-• • I I I - . ..'... . • . -! ..•........ t 4,? 4. I - 4 •• • 4' • — I. *j .• - 02/09/20 14:44 FAX 858 715 5001 HANSON SALES 0009/011 won ama 0 Hanson Januaty 12, 2000 LABORATORY TESTING OF I x 4 CONCRETE AGO. HANSON AGGREGATES, SAN MARCOS SIEVE ANALYSIS(ASTM C136 and CII 7), percent passing Sieve Size 1". #4 IT' 100 lip I 3/4" 82 M. 48 3/8" () #4 5 #8 2 #16 #30 .#50 #100 #200 Bulk Specific Gravity ASTM C127 Bulk Specific Gravity, SSD (ASTM C127) 2.12 Percent Absorption (ASTM C 127) 0.8 Reslstailce to Abrasion (ATM C535) % Loss After tOO Revolutions 4.7 % Loss After 1000 Revolutions 18.1.9 Sowidnes(ASTM C88) Total % Loss by Weight :• . 3.4 Cleanliness Value (CALTEST 227) 86 Percent Clay Lssmps(ASTM C142) 0.2 NOTh: Haittoft AWegae's laboratoty are for in(onnadoiál pwposes on'y. A gamzwjcijj Jaborataq results should be uted whsu exact recoaeiidñont orlidniLkd tesa at zcqáed. F 1; • - • • • - -• . •- • - •. • 7 lIt ' v',vu,'uyu HAN SALES 'Oio/oi1 .191 Ill '°'HaAson Jaxaiary 12, 2000 LABOPATOB.Y TESTING OF 3/B" CONCRETE AGGREGATE HANSON AGGREGATES, SAN MARCOS SIEVE ANALYSIS(ASTM Cl 36 and Cl 17) percent passing a~"40000 jeVe Size 1t2." 100 3/8" 91 *4 18 #8 7 416 2 #30 #50 #100 #200 Bulk Specific Gravity, SSD (ASTM CI ZS) 2.69 Percent Absorption (ASTM C127) Li Resistance to Abrasloa (ASTM C131 % Loss After 100 Revolutions 4.7 'I. Loss After 500 Revolutions 185 Soundness (ASTM C88) Total % Loss by Weight . 0 CleauUuess Value (CALTEST 277) 86 W01t Ramon AgoqWz 1raoq rcauIs are for üf znaüoiii1 puzposes Orly. Acommercidbiwatiozyrembssbi3uldbciwAwkenemarecommenddticim or licomsad ce(Uficd tens are requicd. 'I 1 J -. '••.:. • 1 - II 02/092000 14:46 FAX 858 715 5601 -. GRACE June 9, 1999. RANSON SALES Ifqrton PiVuvtS DIL 'MR. C. &Cc.-Coni. 490 Xc1I Cnrnr Prkwy Suits 307 P'ecscn'on. c.a (9L '2•Qb2a Ha3so Agreaeas 922.9 Hamis ?taL1C Road Lrt Ozco, CA 5214 Gtierea: This is co certify chac tsne 64, 1.witer red'cm adixtie, nfi:ed tnd uriliid by Grace Construction Prodit, V. B.. Grtce & Cc. -Cc rin., is fcrcuiated to comply with Se-ificavior. fcr Chemical Admires for C=e-e, ASTM Dtsi.2tc3ra: C .94, Tye. A & D (MSTO lit 1%94., Types A & DL wBDAe 64 does not eottaia clidu*m cEloride or chloride corx.ir.La r.ocnciound.s ai a inciocial ied1enc. Chloride ions may be pres=rc La trace axiciunt5 o cried fri & domestic water suppiy use4 during the ing process. The fcregoing is in addition ca . at4 not La subs±ution for our stax3dd C,tidicions of $de printed on the reverse 4ide hereof. '// • • ••• echflLcal Setve Manager •• Auchonzed Sgnacure OF CLO . • • COt/N27 OFL3DA Subscbeindicuorz to. before rn, oirJrne 77 Mzary .?itb&' . . -. . • ICAPUIIO.W.IL1flS 1. •'• ;'r"—C.CwMlSajab. 1 Zd12 .. - "•. z "I NOTARY PUBUC .i:LJGpJll.S. .IMfa CJN1Y , SEANIMALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 I MAR - 3 SUBMITTAL #2 Submittal for: Portlanø cement concrete Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 201-1 Notes: Pate f14 NO EXCEPTIONS TAKEN OMAKE CORREC1ONS NOTED SUBMIT SPECIFID ITEMS - QRVISE AND RESUBMIT C 'xtsc ~Corrections or comments xm$e on 9 . :p dr r iicirj this , !iieww do not reeve the 01 cornoly 1h the requirements c 1 o . T feview is only ko ;eraP . ianc •: concept o' ihe -ot •'er •Tt;nce Docurnens. oni1a. o nedvi?~ipts fasomsible, .iIirming and C reJatir rij scr' -.-rication proces ad onstructon; coordümt% the work-, of the trades; and performing the work in a safe and satisfactory manner Dated: Approval: :. . y - 02/Q9/200014:38 FAX 858 715 5601 RAS0N_SALES ! 003'ojj Now mu tmmHanson tnon Aggrcgat. Pacific Southwest Region P.O. Box 639069 San Dtco, CA 92163-9069 0029 Hands Plan'. Road San Diego, CA 9245 T.I 658-716-5600 Fax 866-715-56)I CONCRETE MIX DESIGN MIX ID : 2533502 (02] 2500 PSI 02/09/00 CONTRACTOR : SEAN MALEK ENGINEERING PROJECT : CANNON RD @ CARLSBAD BLVD SOURCE OF CONCRETE..: HANSON. CONSTRUCTION TYPE : 520-C-2500 2500 PSI @ 28 DAYS PLACEMENT : PLACE OR PUMP 4" LINE WEIGHTS PER CUBIC YARD. (SATURATED, SURFACE-DRY) YIELD, CU FT ASTM C-iSO TYPE IT/V cEMENT: LB 445 2.26 ASTH C-618 CLASS F FLYASa,.LB 90 0.71 WASHED CONCRETE SAND - 44%, LB 1384 8.27 HANSON 1" x #4 - 56%, LB 1788 10.53 WATER, LB (GAL-US) . 326 ( 39.1) 5.22 TOTAL AIR, % . - - TOTAL 21.00 WATER/CEMENT RATIO, LBS/LB 0.61 SLUMP, IN . . 4.00 -- CONCRETE UNIT WEIGHT, .PCF 149.3 ,IlPoo 71 km e 0r . . . . . po461 - . -• I 1. UU ,zVUU 1438 FAX 858 715 5001 HANSON SALES IM 004/011 U.. mmu a Hanson Aggreates Pacifla Southwt Region P.O. Bt es Son DIego1 CA 92183-9069 99 Iiards Plant Rued Sin MCA CA 92145 Tel 058-715-5600 Fim 855-715.5601 CONCRETE MIX DESIGN NIX ID 3233502 [02] 3250 PSI 02/09/00 CONTRACTOR SEAN MALEK ENGINEERING PROJECT : CANNON RD @ CAL.SBAD BLVD, SOURCE OF CONCRETE : HANSON. CONSTRUCTION TYPE : 560-C-3250 PSI @ 28 DAYS PLACEMENT BOOM OR PLACE WEIGIITS PER CUBIC YARD (SATURATED, SURPACE-DRY) YIELD, CU FT ASTM C-150 TYPE Il/V CEMENT, LB 479 2,44 ASTM C-618 CLASS F FLYASI!, LB 97 0.73 WASHED CONCRETE SAND - 43%,. LB 1334 7198 HANSON 1" x *4 - 57%, LB 1794 10.57 WATER, LB (OAL-US) 330 ( 39.5) 5.28 TOTAL AIR, % - - TOTAL 27.00 ASTM C-494 TYPE A & D, oz-US 23.05 WATER/CEMENT RATIO, JABS/LB 0.57 SLUMP, IN . . . 4.00 CONCRETE UNIT WEIGHT, PCF. 149.4 .. .• j V : V• V • F V - u1Ue#UVv rft4 QO SLJ POVA __.i4UAN AL U.. NNW .H cam non 1non Aat Pac(fic scumviet Region P0. Box (X9 San Diego. CA 921,I-9CD 9229 Hr,s PItt Ri TV 85B71 -LO3O CONCRETE IX DESIGN MIX ID : 0410501 [ 1 .100 ?ST 02/09/00 CONTRACTOR : SEAN MALEK ENGINEERING PRJJECT CANNON IRD CARLSBAD BLVD. SOURCE OP CONCRETE : IANSON CONSTRUCUON TYPB : 190-E-400. PLACEMENT TAILGATE WEIGHTS PER CUBIC YA1tD. SATURATE SURFACE-DRY) YIELD, CU PT ASTM C iSO. / TYPE IT CEMENT, LB 167 C.86 ASTU C 618 I CLASS F FLYASH, LII 23 0.17 CONCRETE SAND — 65%, LB 2126 12.81 NANSON 3/8" X #8 — 35%, LB 1123 6.90 WATER, LB (GM-US) . 391 ( 46'.9 0N 6.2.7 TOTAL AIR S X — — I TOTAL 21.00 WATER/CEMENT RATIO, LBS/LB 2.06 SLUMP,XN,. . . 5O0 CONCRETE . UNIT WEZOET, PCF ,. 141.9 •• . •••;.• '...... ...•.. . .. .. .... ........... .' -. , S 'I •1.•. •;' . . I4 ¶i.•-•. .' -. hCt •. & .5 ... z ' - S . ' _e. '- . /• IG 1 / Jr. :... . . ••• . I ,. ,. . .•• ... • .•; • - :• ?.t.J•- . . ....................... ,f .'5 S. S... .js. ... •_ •'. • ............I .. I...... •S .• 7 — . ..I'_. ..S ,•.. t, • 02/09/2000 L4:42 FAX 858 7155001 HA ON SALES 0008/011 was Mom 'Hanson January 12. 2000 Manufacturer's Certification Shipping Location: 10th Avenue Terminal San Diego, California Sburce: Daewoo Cement, China Hanson P.ri3flentC Cument 24001 Stevens Crook Blvd. Cupeetino, CA 9302.4 This is to certify that the Hanson Pennanente Type 11/V Low Alkali cement shipped ftvm the San Diego, California 101h Avenue Terminal confoffns with the requirements of ASTM C 150-97 for Type II and Type V low alkali portland cement In addition this cement meets the requirements of Caltrans Standard Specifications Section 90 for Type II Modified' portland cement. Provided below are chemical and physical test results for the Pemianente Type Il/V cement received December 12, 1999. Chemical Analysis Type II Type V Permanente Specification clflcat1on Tyne tIN S102, mm. % 20.0 - 21.5 Fe2O3. max % 6.0 - 4.1 AIM, Max % 0.0 3.9 CaO,% - .65.1 MgO, max % 6.0 6.0 1.8 SOa • max % 3.0 2.3 2.00 Na2O, % - V - 0.05 - - 0.65 Eq. Alkalies, max% 0.60 0.60 0.48 Loss on Ignition, max % 3.0 V 3.0 1.23 InsoL Residue, max % 0.75 . 0.75 0.55 - V 63.7 B 5 3.4 4AFS % - . - 12.5 C4AF+2C3A.% - . 25 19.2 Physical Data Air Content, max % 12 12 7 Normal Consistency, % fMalne. mm . m2flcg 20 280 308 -45pm(#325) sieve, % - - . - Autoclave Exp., max % 0.80 0.80 -0.030 Comp. Strength., mm. MPa .• Iday - - 13.8 3 days 10.0 8.0 25.8 7 days 17.0 15.0 31.8 28 days 21.0 41.7 Vicat, Initial, minimum, mm. 45 V 45 135 Final, maximum. mm . 375 375 250 False Set, ,niv % SO : 50 90 V V Bree W Carter,Managerof1'echnlcai Services Mansion Pennaneide Cement Inc., I. not effilloted with 'I HansonCoricrete Puducte. Inc.,. Calfomie OOICV.UOfl ocated In 1pas, CA. V V • V V V V V V V V - U - Oi'O5/ xuu RESOURCE MATERIALS TESTING, INC. 'SWiallsft in fly Ash TcstInq REPORT OF FLY ASH ANALYSIS TO: Mr. Dale DMus, P1. • PROJECT NO.: RMT-3 10 Phoenix Cement Company SAWLI NO.: 10566 P.O. Box 43740 • DATE IlECErVEl): 9-17-99 Phoenix, AZ 85080 DATE R.EPO1U: 11-19-99 PROJECT NAME: Four Comeis Plant Ply Ash Quality AwancePrgsam sAQLE ID: Class P Fly Ash Lot . 5162 ASTM C618 CHEMICAL ANALYSIS: RESULTS: SPEC. P/C Silicon Dioxide, SiO2. % 63.68 MumrnunmOxide,A1203,% 22.93 . Iron Oxide, Fe2O3, % 4.80 - Sak of SiO2, A1203 and Fe2O3, % 91.41 70/50 Mm Calcium Oxide, CaO. 34 3.30 - Maanesiuui Oxide, MgO, 34 •. 0.96 Sodium Oxide, Na2O,% 125 - Potassium Oxide, K20, 34 1.21 - SuwTrioxide, S03% 022 5.0 Max Moisture Content 34 0.18 3.0 Max Loss on Ignition. % 0.40 6.0 Max Available AlkalieaasNa2O,Yo' 0.74 1.5 Max PHYSICAL ANALYSIS: AsnoumrReteined on No. 325 Sieve, 34 15.7 34 Max Strength Activity Xfldcii Portheid Cement at 7 days, 34 of Control 87 75 Mis Poitland Cement at 22 days, % Of Control 93 75 Min Water Requirement; 34 of Control 94 105 Max AuoExpansioe.% -0.03 . 0.8 Max Specific Gravity 2.06 - Increase ofDriing Shrinkagc 34* 0.03 Max ReactMty with Cement Alkalies, •4' - - Reduction ofMasterExpanaion, V. 64 . -. Mortar Expansion, 34 of LA Toeres Connel 14 100 Max Air Ezmtrulmncnt of Mortar, 34. • -- 0i*lonal requfretvnnts applicable, only when requested by purchaser. This material meets the mqtdrernenta arASTM C61 8 for the parutneian tested. Robert Snuith, Ph.D. 9362 Cleveland Hmfi, Sulta 3 • Ciemmcnt. Georgia 30521 (770) 903-1S0 • FAX (770) 9$3-1 a2 t - t 10 ii 0Z103,2000 14:44 FAX $58 715 5001 HANSON SA 0OS/O1j ..cR U.. "'Hanson Januarjl2,2000 LABORATORY TESTThG OF WASHED CONCRETE SAN]) HANSON AGGREGATES, PALA SAi'D PLANT. SIEVE ANALYSIS(ASTM C136 and Cl Ll), perceiix passing Sieve Size WASBZD CON1UTE SAND 100 3f4" 100 lIZ' 100 318" 100 #4 97 #8 #16 70 #30 40 #50 15 #100 4 #200 -1.3 Bulk Specific Gravity (ASTM C128) 2.66 Bulk Specific Gravity, SSD (ASTM C128) 2.63 Percent Absorption (ASTM C127) 1.0 Soundness (ASTM C8) Total % Loss By Weight - 2. Sand Equivalent (CALThST 217) 90 Organic Impurkes (ASTM C40) 1 NO Hanson Agrepte's lthoratoxy results a for infomwWond purposia only.- A commeithellaboratoiy mdts sbould be used w1en exact mcouim4xions or lised ce5d tests - xuqred. H Ij ;ii - 02/09/2090 14:44 FAX 838 715 5001 a4.NsoN SALES I000,011 now 5U 0 'Hanson January 12, 2000 LABORATORY TESTiNG OF I x 4 CONCRETE AGO. HANSON AGGREGATES, SAN MARCOS SIEVE ANALYSIS(ASTM C136 and C117), percent passing Sieve Size 1"k 04 l-II2' 100 lot I 3/4" 82 1/2" 48 #4 5 #8 2 #16 . --• #30 #50 #100 #200 Bulk Specific Gravity (ASTM C127) Bulk Specific Gravity, SSD (ASTM C127) 2.12 Percent Absorption (ASTM C 127) 0.8 Resistance to Abrasion (ASTM C535) % Loss After 100 Revolutions :4.7 % Loss, After 1000 Revolutions 18.5 Soundness (ASTM C88) Total % Loss by Weight : 3.4 Cleanliness Value (CALTEST 227) 86 Percent Clay Lumps (ASIM C142) 0.2 NOTE: Kaou A5egai's laboraioiy zcsulia. arc for ithnnadoiál pwpbses c'nly. A iomaercia1 mbommy recu1ts shouldbe ated when exact recazaracndani oriccncd cenified tcss are eqáed. I • . • . - . I;. - S • jj ~eNCPV HANSON SALES l 010/Oil ID son '°'Hanson January 12, 2000 L4.BOPTORY TESTING OF 3/B" CONCRETE AGGREGATE HANSON AGGREGATES, SAN MARCOS SIEVE ANALYSIS(ASTM Cl 36 and CU7), percent passing I'J jveSvtc lfl" 100 Cr 3/8" 91 is #8 7 016 2 #30 -_ 50 . #100 0200 Bulk Specific GrivLty, SSD (ASTM CIZS) 2.69 Percent Aborpdon(ASTMCl27) Li Resistance to Abrasion (ASTM C131 % Loss Alter 100 Revolutions 4.7 '/o LOSS After 500 Revolutions 185 Soundness (ASTM C88) Total % Loss by Weight 0 Clesulious Value (CALTEST 227) 86 NOTE-: Namon AgpgWs Iaborzoy rcsults ere for infax=dwa p%nposes onIy A commcreiillaboatoiy results should be used when cma recomznendators or licensed certified tests are required.. 4 1 V • .1 4. V.... V :,,•, V.,. : V •V .:'..: V 02409/2000 14:48 FAX 858 715 5801 -. HANSON SALES !o11/o11 Cãiiirion 'icucts DIv5cfl W. . C-mra & 690 Cc!I CaifGr Piwc'j Suits 307 r'cn!T,fl. (925 2.O20 • . June 8, 1999. Hsso Agregss 922.9 Harris ?tauc 3.oad nOieo, CA 52145 This is cc certify chac *RDA' 64, i ter retheing ad ixni:e, rc.antf :ed =d surpie4 by C-rac' Construccion Podut . B.. Gce & Cc.-Ccrm., Li fcruiated to comply with SeciflcvioL for CheicaI Adrtires for Cce:e ASTM Deit2tor: C 94, Tye. A & 1) (ASHTQ M 194, Types A WDAV 64 does not eorLts..n ca1ci chloride or chloride contai,Jr. cocnpceund.i u a ctio&id isedienc. CWuride ions may be cesent iA trace aouars eoAcri1ed fri The domestic wirer supply rse4 eluAnF the m=ufaciuring process. The fregoin is in addition -Co. a4 nor io sbs±uion for our s:adzd Condition of Sule printed an the reverse ;ide hereof. .1. . Mhael Gdner • Teckniàl Senager Atzhorized Sgnxie STAtTE OF CAL . :. co WNTY oni Subwribe d and iwcriz o. bOr) -e m, 0mJun2 8, 1599. _________ - - NoryPJI1ic = KN3.W.L.!rS - S NQTAiY PUBLIC . cJCPNtA I FLMç CCJN1 , I SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 = Fax: (909)940-6078 flr SUBMITTAL #2a 2 I Submittal for: Portland Cement Concrete Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 201-1 Notes: r APROVED v:I .DpITIONS- pI s ____ _3f10a DfT Dated: Approval: SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 - (909)943-2548 Fax: (909)940-6078 SUBMI7TAL#2 3 Submittal for: Portland Cement Concrete Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 2011ç\ Notes: / Jfix) \ S UZJ .&vô4, ONO EXCEPTIONS KEN OMAKE CORIWCTIONS NOTED USIJBMIT SPECIFIED 1EMS RVE4ir RESUBMIT Corrections or comments p :m tifirg this iview do not talieve thpi o)c:. Of f r t c0r'oly With the reouirment ./i review is only k' / ;o mncc concept t e c.ro,... cr\ •ince Cor:. ::t Documents. 'on: . a- r onsibh. .utirrnrtg and cQfrelahr, A -• rz frs; i€'.Arz wfratipn proc/iG . '....,. .nstJ\ coord w&rk- of the tres; and performing the work in afe and satisfactory rnan Dated: Approval: -- 4 4 II - - 02/09/2000 14:38 FAX 858 715 5001 HANSON_SALES ti 003/011 4. now U Hanson Fnacn Aggroustow Pacific Southwest Region P.O. Box 099069 San Dte9, CA 92183-089 0029 Hanis Pa-'. Read San Diego, CAS2%45 Tid fl5-715-5800 Fi 856-715.5601 CONCRETE MIX DESIGN NIX ID : 2633502 (02] 2500 PSI 02/09/00 CONTRACTOR : SEAN MALEI( ENGINEERING PROJECT : CANNON RD @ CARLSBAD BLVD SOURCE OF CONCRETE..: HANSON. CONSTRUCTION TYPE : 520-C-2500 2500 PSI @ 28 DAYS PLACEMENT : PLACE OR PUMP 4" LINE WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, Cu FT ASTM 0-3.50 TYPE Il/V cEMENT: LB 446 2.26 AST14 C-616 CLASS F FLYASII,.LB 90 0,71 WASHED CONCRETE SAND - 44%, LB 1384 8.27 4ANS0N 1" x #4 - 56%, LB 1788 10.53 WATER, LB (GAL-US) 326 ( 39.1) 5.22 TOTAL AIR, % . - - TOTAL 27.00 WATER/CEMENT-RATIO, LBS/LB 0.61 SLUMP, IN . - 4.00 -- CONCRETE UNIT WEIGHT, .PCF ' 149.3 II • VgfuvfZUUU 14$8 FAX 858 7155001 _____ HANSON SALES 0004,011 'U. U. - "Hanson HanSM AgOregates PwffIaSouthwestR.gon P.O. Box 630080 Son Diego, CA 92163-0069 979 Iiards Plant Road Son Diego, CA 92145 el 858-715-5600 Fot 555-713-6801 MIX ID : 3253502 [Q2] CONCRETE MIX DESIGN 3250 PSI 02/09/00 CONTRACTOR PROJECT : SOURCE OF CONCRET CONSTRUCTION TYPE PLACEMENT SEAN MALEK EN/ BACANNON RD @ C D. HANSON. 560—C-3250 PS S OM .OR PLACE wEIQgTs PER CUBIC ARD ASTM C-150 TYPE Il/V CEMT I TM C-818 CLASS F FLYASH,\ WASHED CONCRETE SAND - 43%,A BANSON 1" x *4 - 57%, LS 1 WATER, LB (GAL—US) TOTAL AIR, % ASTM C-494 TYPE 4)fD OZ-98 WATER/CEMENT RAU" .LBS/LB - SLUMP, IN '1 CONCRETE UNITEIGNT, PCF SATURATED, SURFACE—DRY) YIELD, CU FT 479 2.44 97 0.73 1334 7.98 1794 10.57 330 ( 39.5) 5.28 .05 \ TOTAL 27.00 \ 23 USE 1U I. Hanson Mmum Aggregates Pacific Southvsct Region P0. box San Diego. CA 921t!-9%9 VQ Hru,s PI* Re4 Sa.' Dso, rk 2214 Tt! a5e-71GO 0) 856-7 t 11O CNCETE DESIGN MIX ID 0410501 [ 1 .400 PSI CONTRACTOR ; SEAN MA1JK ENGINER1NG PROJECT CANNON IRD @ CARLSBAD BLVD. SOURCE OF CONCRETE : RAMS ON CONSTRUCTION TY2 190-E-400 PLACEMENT TAILGATE 02/091'00 Ir,IOD ~ltrfod WEIGHTS PER CUBIC YARD SATURA2ED, SURFAC.-DRY) YIELD, CU FT ASTM C 1.60 / TYPE IT CEMENT, LB 167 ASTM C 618 / CLASS F FLY4ST41 LB 23 047 SAND - L 2126 12.81 HANSO? 3/8" X #8 - 35w, ) . i123 6.90 ATER, LB GM-us) . 391 ( 46.9) 6.27 . TOTAL AIR) X . - - TOTAL 21.00 WATER/CEMENT RATIO, LBS/LB . 2.06 SLUMP, IN . 5.00 CONCRETE UNIT WEIGHT, POP . - 141.9 02/09,2000 14:42 FAX 858 7155001 BAZJ0N SALES l000,oii man now Hanson Rs'Ion Permanent Cement 24001 Stevtfl. Creek BLvd. Manufacturer's Certification Cupino, C. 90.4 Shlping Location: 10th Avenue Terminal San Diego, California Sburce: Daewoo Cement, China: This is to certify that the Hanson Permanents Type 1W Low Alkali cement shipped ftvm the San Diego. California 10" Avenue Terminal conforms with the requirements of ASTM C 150-97 for Type II and Type V low alkali portland cement. In addition this cement meets the requirements of Caltrans Standard Specifications Section 90 for Type II 'Modified portland cement. Provided below are chemical and physical test results for the PeiTnanente Type 1W cement received December 12, 1999. . ._!_ - Sgnernical 1F1dIY_J y1J II - I 7JV v IIII Sacfflcation !clficat1on Type Il/V S102, mm. % 20.0 - 21.5 Fe203.max% 6.0 - 4.1 AI2031max% 6.0 - 3.9 CaO,% - - 65.1 MgO, max % 6.0 6.0 1.8 S03, max % 3.0 2.3 2.00 Na2O, % - .-.. --- 0.05 - - 0.65 Eq. AlkalIes, max% 0.60 0.80 0.48 Loss on Ignition, max % 3.0 3.0 1.23 Insol. Residue, max % 0•75• 0.75 0.55 C38,% . - - 63.7 8 5 3.4 O4AF,% - - 12.5 C4AF+2CsA.% - . . 25 19.2 Physical Data Air Content, max % 12 1. 7.8 Normal Consistency, % Blame. mm, ,n2lkg 280 280 388 -45pm(#325) sieve. %. - - Autoclave Exp., max % 0.80 . . 0.80 -0.030 Comp. Strength., mm. MPa Iday - - 13.8. 3 days 10.0 8.0 25.8 7 days 17.0 15.0 31.8 28 days . - .. 21.0 41.7 Vlcat initial, minimum, mm. 45 .. 45 135 Final, maximum. mm . 375 . 375 250 False Set, min % 50 50 90 Bruce W. Carter, Manager of Technical Srvices -Har5Ov -PemandeCemCnt.lno,.I5 not ttllBtBdwitb Han3on Concrete Fr0dUct3. Inc... Celfomle ooipcçoUón located In ?.Utpas, CA. January 12. 2000 - O,'O/UUU 14:43 FA 405 7UO1 HAZSQN SALES IJ RESOURCE MATERIALS TESTiNG, INC. "Specialists In fly Ash TestIngs pfr REPORT OF FLY ASH ANALYSIS TO: Mr. Dale DMus, P2. PROJECT NO.: RMT-310 Phoenix CemeiCotnpany SAMPLE NO.: 10566 P.O. Box 43740 . DATE ECEfVm): 9-17.99 Phoenix, AZ 85080 DATE REPOR]: 11-19-99 PROJECT NA?v1E: Four Corners Plant Ply Ash Quality Aaswnce Prnnin SAMPLE ID: Class P Fly Ash Lot W. 5162 ASTMC6I8 CHEMICAL ANALYSIS: RESULTS: SPEC. F/C Silicon Dioxide, SiO2, % - 63.68 • Alurumunm Oxide, A1203, % 2293 Iran Oxide, Fe2O3, Vc 4.80 Sum of SiO2, ArZ03 and Fe2O3, V 91.41 70/50 Min Calciin Oxide, CaO, % 3.30 - Magnesium Oxide, MgO, % . 0.96 - Sodium Oxide. Na2O,% 125 - Potesslum Oxide, K2O, % 121 - Sulfur Tkia*et 503% 022 5.0 Max Moisture Conlon; 4 0.18 3.0 Max Loss on Ignition. % 0.40 6.0 Max Available A1kaliesasNa2O,%' 0.74 1.5 Max PHYSICAL ANALYSIS: Ainown Retained on No. 325 Sieve, V 15.7 34 Max Strength Activity Jadex Port1id Cement at 7 days, % of Coth! 87 75 Mlii Portland Ccrncnt at 22 days, % of Control 93 75 Min Water Requirement % of Control 94 105 Max Autoclave Expaiision% . -0.03 . 0.8 Max Specific Gnavhy .• 2.06 - Increase ofDrying$hzin]cngc, W 0.03 Max Reactivity with Content Alkalies '' - - Reduction ofMcr Expansion, % 64 Mortar Expanulou,% ofLA Tberas Control 14 100 Max Air Eanim,ieat otMoitar, % • .. -- - 0xiona1 requiretoants applicable only when requested by purchaser. This material ascet, the rn requlinecenis of ASTM C618 for the parnmetan tested. By Il4tA1. Liti Itobod L. Snub, SM Cleveland Hwy. Suits 3 • Claimant, Georha 30627 (770) 983-1680 • FAX (770)1923.1882 UfC,Z(lUU 14:44 FAX 833 715 5001 HANSON SALES IOO5fO11 won "Han-son Januarj 12, 2000 LABORATORY TESTTh]G OF WASHED CONCRETE SAN]) HANSON AGGREQATES, PALA SAND PLANT. SIEVE ANALYSIS(ASTM C136 and CI [1), percent passing Sieve Size WASBED CONCRZTE SAND 1' 100 314" 100 100 318"" 100 #4 • 97 #8 16 70 L30 40 13 #100 4 #200 -1.3 Bulk Spccfic Gravity (ASTM C128) 2.66 Bulk Specific Gravity, SSD (ASTM C128) 2.6 Percent Absorption (ASTM C 127) 1.0 Soundness (ASTM C8) Total % Loss By Weight 2.3 Sand Equivalent (CALTEST 217) 90 Organic Impurkes (ASTM C40) I NOTE, Mapson Aggreite's laboratory rsit.i aic for infomuttiorwl purposw only. A coeni1 laboratory zesdu stou]d be used wben exact mcwnmcons or llised cczzd tests am rcqtred. - -•• . •.• 03/20/2000 10;12 FAX 858 715 5601 ___ HANSON SALES 002/004 U.. Hanson CONCRETE MIX DESIGN MIX ID r 2533502 1021 2500 PSI (0~3 /:2 O/00 CONTRACTOR SEAN LEC ENGINEERING TO7EcT CANNON ROAD & CAPJ.SrsAX BLVD. SOURCE OF CONCZrE S CON5TUCTION TYPE 520-C-2500 500 PSI 8 20 DAYS PWCEMENT N2 WBIORTS PER cimc YARD (SATURATED, SURF?.CEDRY) YIELD, CU F1' AS'2M C-150 TYPE 11/'! CEMENT, I.E 445 226 AZTM C-10 CLASS P MASH, 1.3 90 0.71 WASHPP CONCIZTE 5A1\D - 44%, 1.3 1384 9.27 CLSAD 1." x #4 - 56%, I.E 1700 10.53 WATER, IS (GAL-US) 326 ( 39.1) 5.22 TOTAL AIR, % TOTAL 27.00 WER/CNT PATIO. LB5/L 0.62. s Lump , IN 4.00 CONCRETE UNIT WEIGHT, PCF 149.3 SIEVE ANALYSTS (ASTM C-136) PERCENT PASSING Sieve Size San marous Pala . Combined Gienbook Standard Me1c 1" x #4 WCS - Guiding 20-134 1 lt2ft 37.5nm - 100 100 100 -100 r 25.0mm 100 ' 100 95-100 3/4" 190mm 88 93 77-93 1/2" 12.5mm 48 71 - - 3/E" 9.9mm 34 100 63 50- 70 4.75= 5 97 46 39- 51 48 2.36 -M 2 87 39 31- 41 416 1.18mm 70 31 2 - 32 30 600un 40 is i. 22 #50 300am 15 7 3- 9 LOO x5oum 4 2 0- 3 9200 75m 1.3 1 0- 2 S. Gnwity 2.72 2.68. Z3I°° 31 01 • 41.roC (1. 03/20/2000 10:31FAX 858 715 5001 HAS0N SALES 002/002 o mu• fl. acHaon CONCRETE MIX DSIcN :M.tx ID x 4033502 (021 4000 PSI 03/20/00 CONTPACTOR SEAN Z.ALEC RNGINEERING PROECT CANNON ROAD & CARLSBAD BLVD. SOURCE OF CONCRETE CONSTRUCTION TYPE 660—C-4000P 4000 PSI 0 28 DAYS PLCENT VElQ%TS PER ctlBlci YARD ASTN c—iSO TYPE Il/V CEMENT, LB ATM C-610 CLASS F FLIASII, LB WASHED CONCRETE SN1 - 43%, LB C7.RLSBD 1' a it4 - 57%, LB WATER, LB (GAL—US) TOTAL AIR, 3 ASTM C-494 TYPE A & D, OZ WER/CZ14ENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEI3WE, PC! (SATURATED, SURFACE—DRY) YIELD, CU FT 564 2.67 t15 0.90 1280 7.65 1722 339 ( 40.6) 5.43 TOTAII 2700 27.17 0.50 4.00 1489 SIEVE AALYS1S (ASTM 0-1-M), PERCENT PASSING See Size San Marcos Pala Combined G'e,nbook Standard Metric 11,x#4 WOS - Grading 201.1.3.2(A) 1 JJ2" 37.5mm 100 100 - 00-100 1" 25.Onim 100 100 95 -100 3/4" 29.0mm 88 93 77 - 93 1/2" 12.5mm 48 70 - - 3/8" 9,5mm 34 100 62 50- 76 M 475mm S 97 45 39- 5] 08 2.36mm 2 87 39 31 41 #16 1.18xnm 70 30 22 - 32 #30 600um 40 17 12 - 22 #SO 300um 15 7 3 - 9 #100 150uw 4 2 0- 3 #200 75uni 13 1 0- 2 Sc. Gr2vity 2.72 2.68 ,73OO ~0^5 leave 03/20/2000 10;31 FAX 858 715 5801 HANSON SALES p C0IRETE MIX D5Ic-N MIX ID 2233502 (02) 3250 PSI 001/002 UD. U.. 9 Hanson 03/20/00 CONTRACTOR 5EN MLEC ENGINEBXNG PROJECT CANNON ROAD & CARLSBPID BLVD. SOURCE OF COBTE lu 8 2? DAYS CONSTRUCTION TYPE 4" LINE PLC!NT ASTM C-150 TY?B li/V CEMENT, LB ASTM C-618 CLASS F FLYZH, LB %WEED CONCRETE RANI - 43', LB c.RISBAP 1" *4 - 57, LB WATER, LB (GI-U3) TOTAL AIR, % wuma PER CUBIC YARD ASTM C-494 TYPE A a D, OZ-US WATER/CEMENT RATIO, LBSI LB SLUMP, IN CONCRETE tThTIT WEIGET, PCF (SATURATED, SUP.FAcE-DRY) zEr1D, CU FT 479 244 97 0.3 1334 7.9 1794 10.57 330 C 39.5 5.28 TOTAL 27.00 23.05 0.57 4.00 149.4 SCEVE ANALYSTS (ASTM C-136) PERCENT PASSTh1 Sieve Sizc San mxwos Pain Combluad Grccnbook Sraidard Metric r'x 04 WCS Grathng 201-1.3.2(A) 3.5mm 1" 25.0mw 3/4' 19.0znm 100 100 U 100 100 93 100-100 95 -100 - 77 93 1/2" 12.51um 48 70 - 318 9.5mm 34 100 62 50- 70 414 475mm 5 97 45 39- 51 #8 2.36mm 2 87 39 31- 41 #16 1.18mm - 70 30 22- 32 0A 600um 450 300um 40 15 17 6 - 22 3- 9 #100 150um 4 2 0- 3 #200 75um 1.3 1 0- 2 Spec. Gravity 2.72 2.68 • ;113/00 02/09/2000_1445 FAX 8S87J . JLeNSON SALES 01O/011 I. Iuu ..• '°'Hanson Jatwary 12 2000 LABORATORY TESTING OF 31&" CONCRETE AGGREGATE HANSON AGGREGATES. SAN MARCOS SIEVE ANALYSIS(ASTM Cl 36 and Cl 17), pe1c0zfl passin8 ieveSiC 3/5" 100 3/8" *4 016 #8 7 2 #30 *50 ::: ....•.• _---.•. - :. #100 .. #200 Bulk Specific Grwity, SSD (ASTM CIZS) 2.69 Ptrceut AbsorptSon ASTM C127) •:• LI Rsistai%Ce to AbrLoa (ASTM C13 1) V % Loss After 100 Revolutions . 4.7 'I. Loss After 500 Revolutions 18 5 Soundness (ASTMC88) Total % Loss by Weight 96 ... 0 Ckaolioeis Value (CALTEST 27) V: V VWO: 14MOU Aggrepte's I&WAIWY reattUs ere fot ationd pzpO5eS only. A'cäntmerCl Ilboratoly results should be used when ezt recommendations or1icc5ed cettified tests are required. V • •••..• • . . ... •.• . - . . . ..t ., ' i•. t..-• 'z.4' • . * t - .• - 4 'F. 4 )• .J; ;T):;,. ;? • 4 ¼ S ••• : F F L•_ , ;• IL r 1-t.+ ..... •.4y•4• . .3.. . . I • • %S ..- _..Si •4 1 •. - • •, -- f VS! • ••. • . : :..V:i. • • !•.:... ?rF..:V;. V V• •::.: .•. •• ;' • .... .V•.kc.-F 02/09/2000 14;48 FAX 858 715 5601 HASCN SALES 011,u11 I - Vrtfon Prcicuct! DJvI GRAOE A IL Crew & 6960 jC!1 Cutter Pe,¼w Suits 107 F'eccnon, C (9L 2.Qb2O - .: June a19 Hzasorz Aamp= 9229 Harris ?taz.ic Road n Diego, CA 92145 This IS CO certify that WRDA" 64, awiter rtdcin: admixtite, w iz..arnth.c:ed sd it,lii4 by G,-w- Co stz,scio Poduct, W: L Grace & Cc.-CCrUL, crc'•iated to com1y with Seci1lcatior. fci- CEeiica1 Admi'trs for Cce:e ASTM Dtsi2ttori: C .94, Tye. A & D M 194, Types A 1DA4 64 does not coattim mlaiu*= chioide or hioide contir.ir. compounds %u a uction.l inedieix. C}1odde io may be rsent i tce aot cnd frt the domestic water supply tise4 during the =mfiftining process. The feregoin is La d&tion zo. ar4 not -;a, si.bs:i:ion for our s:z.odzd Coadicions 01 S2IC• prirnea on the reverse 4ide hereof. ,/,./ / -/ Mae1 G*er. Tech&iiàl ServkeMnager Achorzed Sgxire STAtTE OF C.&UMAINU • : CO 'OF MEDA Subcribend sworn o. iefore rfl!, oiJun! Noaiy ub& - - I ClSStOi2'.12.' -. -- • NCTAW PUBLC . c.EJCP.NIA I j,gi,t -, •• • - • •' 0 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue PerriS CA 92571 (909)943-2548 Fax: (909)940-6078 - SUBMITTAL #3 3 Submittal for: Asphalt Concrete Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Subcontractor: Gilbert Ayala & Sons Inc Supplier: Vulcan Materials Specification Section #: 203-6 Notes: Date ONO EXCEPTIONS TAKEN . MAKE CORRE TIONS NOTED OSUBMIT SPECIFIED ITEMS 13REVISE AND RESUBMIT OPEJECTED Corrections or r :-nent r4 on ' op dr. .; iing this reviewdo not rc#e th- C) i ?hy to comply with the rec 7 - •:.- : ,. ..... review i o.•. • . ner, nc. : design concept oi •. ance Contract Document,-.-.ontr. on&.. . 2nfirming and correILin •.. iities; tc9r thrication processes and Lechnique of construction; coordinating the'work of the trades; and performing the work in a safe.and satisfactory manner -. Dated: . . ... . . . Approvai: .: •. V• 'I. . W •W ••S• Ayala& Son's 10.Feb2000 Re(ce. vmo* Enad :. • :. Thm z to cetbfy that will kik paving tmteL1a1 for the above refed projccttu coiifc.,tn 'uth .. k SSPWC SECflON ' The Aspalt Cnern wiu c Mm j AR 4000 El our 1J fo this project ••••• •: • • :•. C'PJiI)TL CANYON viscosity gdc. '. .)• ,• . éO406 01 II ••••• .•. • I •.••. Ii .69G8O86O . 14 OX . 1000 00 1000 00 1000 00 1000 00 1000 260 1000 295 1000 445(J:o (iI.. 2 100.0 0.0 100.0 0.0 t00.0 0.0 100.0 0.0 100.0 26.0 100.0 29.5 100.0 44.5 L100.d 100.0 0.4 100.0 0.0 100.0 0.0 100.0 0.0 100.0 26.0 100.0295 100.0445Ij.0.0' 100.0 0.0 0.0 0.0 0.0 010.86.0 0.0 100.0 28.0 100.0 29.5 100.0 44.5r1' 100 woo 00 00 00 00 00 220 00 940 244 1000 295 1000 4'4.5 9&4- 05-100 1000 00 00 00 00 0.0 10 00 270 70 952 251 940 418 LJ.J' 7288 100.0 00 00 00 00 00 110 00 35 09 250 74 980 43.8 51 48.60 (4761 v 1000 00 00 00 00 00 00 00 i 5 0 4 2 0 0.6 790352 361 28.42 0,0 JO 0* .00 00 A 10 00 820 278 27 80181 0-lip 00 00 00 Oa 1k0 iO ' .01 98 4o,2o 1I -t 950 00 00 00 00 00 00 00 8i0 00 00 0.0 1 L 4.9 - 0 ..4 Jtmo(15 Qj 00 00 00 00 00 00 00 00 00 9.5 42 _42 2-7 If0rJ(07 I 0000 0.006 L 1*.4OFCOM*IE BOAt3GREGATE-1 ID - %ASP11ALT 57.1ca%xe - SIJRFcE AREk' *4tDJAC V. j:So G. -WrstoE-. . :. .• • 1 -- 0000 %ASPHALT .. ,....• -: -)N$IDE- L6. ACWCOA I >#La -t I LbSIIj!vIär . . - Vc&eS31 - 0 .0 0. 0 03 0 N CPERA11NG -. - RANGE .. . . llrtcsr4l 100 87-100 - : In, 0251 -. 55-78 ri . .co .35-52. -:' 'I .. 40. . PASSING ....... . ( 00 04$ tao, 0-7 L .:: 95.1 rvu 0. - I I I 3 3 3 I I5 100.0 00 100.0 0.0 100.0 0.0 100.0 24.0 100.0 23.0 100.0 20.0 100.0 33.0 100.0 0.0 100.0 .0.0 100.0 0.0 100.0 24.0 100.0 230 100.0 20.0 100.0 3 3 . 0 100.0 0.0 100.0 0.0 100.0 0.0 100.0 24.0 100.0 23.0 100.0 20.0 100.0 33.0 100.0"0.0 0:0-0.0 0.0 .0.0.. 85.0 21.1 100.0 23.0 100.0 20.0 100.0 33.0 100.0 0.0 . .0.0 0.0 0.0 0.0 22.0 5.3 . 94.0 21:6 100.0 20.0 100.0 33.0 1000 00 00 (Lb''00 00 1.0 0.2 270 62 952 19.0 940 310 1000 00 00 00 00 0.0 10 0. 35 08 250 50 980 323 iooe 00 0.0 00 00 00 00 00 15 03 2.0 04 790 t 0.0 620 205 09 CO O0 0U 0.0 O0 oo 00 0.0 44.0 14(5 9*0 00 00 00 00 00 00 tO 00 0,0 00 00 240 19 950 00 00 00 00 OC 00 00 00 00 00 00 110 3.0 900 09 00 00 00 00 0.0 00 0.0 00 00 00 96 31 0000 0000 KM OF COMBINED AGGREA T E - 1 1 0 1 0vwaIf % ASPHALT SURFACE AREA 11,1OJ AC W jCiie SpGr -OUTSIDE- 0000 % ASPHALT INSIDE- _____ - LaODUpI15UE . .. . •:; 3 35 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 I - SUBMITTAL #4 Submittal for: Reinforced Concrete Pipe Project Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Johnson-Bateman Company Specification Section #: 207-2 Notes: - LRLSEfl ;PROVED o i H ADDITIONS - 3f3/o DATE - Dated: Approval: -: FEB-ø5-10 18:e5 FROM TO 94Eø?8 P.04 Johnson-Bateman Company 51 25.Ontorlo MIlls Pkwy. Ontado, California 91764-5103 4DO . (909) 980-2293 CERTIFICATE- OF COMPLIANCE The undersigned, Robert _L. Johnson That he is the -_Executive_Vice President of Johnson-Bateman Co., and That the following Reinforced Concrete Pipe: SIZE 0-LOAD 18" Rubber Gasket 1350-D 24" Rubber Gasket 1350-D Shipped to: ean l4a1ek Enginerina_& Contrticiloij Cannon Road and Carlsbad Blvd. Crlsbid. CA For Project/Building Crrnnn Roa1/Carl bad Ri vd. Cr1chiid,JA will meet the requirements for: 1!) Standard Specifications for Public Works, Latest Edition, Section 207-2 ASTM C-76 Ca!-Trañs,.Section 65 Other: Date Fh-isty R, 9flflfl nt .:.• ______ Title __ . I I - . I - •• •.-' -. FEB-05-1 18:6 FM To 9406078 P.& - Johnson-Baternan Company REINFORCED CONCRETE PIPE -8' LONG INSIDE DIAMETER 24" "B" WALL NO SCALE STEEL REINFORCEJ1 NT NOT SHOWN ALL DIMENSIONS SUBJECT TO ALLOWABLE SPECJF!CATI tOLERANCES AND PARAMETERS L. 30" I 24" lr 32625" (1 APPROX. WEIGHT PER JOINT 2,290 LBS. CONFORMS TO; ASTMc 76, SECT:. 65 CAL-TRANS 207-2 S.S.P.W.0 (Get Book) . - - 96" -4- .1 1 n-&c-1c49 19:05 FROM TO 9406078 P.05 Johnsón-Bàteman Company REINFORCED CONCRETE PIPE -8' LONG INSIDE DIAMETER 18" "B" WALL NO SCALE STEEL REINFORCEMENT NOT SHOWN ALL DIM!NS2ONS SU8JECT TO ALLOWABLE SPECIFICATION TOLERANCES AND PAMMETERS 23" J 18" 96" - I :.: 26625" - I - I r APPR.OX. WEIQHTPERJOENT1,495LBS. CONFORMS TO: ASTM C 76, SECT. 65 CAL-TRANS 207-2 S.SIP.W.0 (Green Book) 2 II - p - FEB-05-1900 19:06 FROM TO 940E073 P.0? PF JohnsonBatemaWs Premium Pipe Gasket TYLOX Super SQQI by IfanfItoflICëIjt Pre-lubricated Pipe Gasket Installation p Gasket should be placed firmly against I . the offset all the way;sround the spigot of the S ii 1iL9II1II 'L: brica ol -47 '4rt', . -I in 31 - p, Molded id EntrudedGask.tProducto I I •.t. " r II qv1i4( •• I Cenwv..,I... 54e11p. (body) Plan. the ?YOh 5vpIOesl Ounlvv the er%ol in the .,uund the 151501 end at the tel and e.Sh pipo home, 0'p. The fVLoX $uq'5Ni should ton nim'y eNnst IIIQ t5t illotldti. ins mnntie section of the TYLOX 5upv$tpl We 0*4 the compv..ilon Siel at i,ip Smehet and stunts is rest In the pm,l vptl,Ib, 3Ø3qQ. I 'i ' ,c_.- t•. - - I:J!l . • ..,. ' I.'J-. Pro-Lubricated Pipe & Manhole Gaskets Tomorrow's technology is... The TYLOX SuperSeal pre-lubricated gasket of today. A distinct innovation that becomes the total solution in the joint sealing of concrete pipe, sanitary and storm sewer systems, box. culverts, and manhole base and riser sections. tanutpd Pip. Joint Design A suitable illustrition is provided to the? let Detailed Joint drawings to meet your spe:iflc requirements are available from Hamilton Kent's engi. nearing department. Advantel.. Unique D.e1git Self contained lubricact No apeelet handling or packaging No threat of lubricant contamination of deter-oration 8sys time and mess of lubricant application No eQualization required RutcUan The TYLOX SuporSeal gasket has SIlIcone lubricant encapsulated in the tube. During pipe assembly the mantle rolls over the compression area at the gasket resulting In a watertight seal The mentle sections final resting p051. tlon Is In the small annular space, preventing Concrete to Concrete contact. Gasket Sizes Thi TYLOX SupeiSool gasket is manufactured for concrete pipe sizes from 250 mm to 8600 mm (10 to 144) In diameter, maintenance holes (menheles) from 900 mm to 3600 mm (36 to t44) In diameter and box culverts or all sizes. Material Specllcatlwts The rviox SuperSe;' gasket is manu'actured from top Quolity rubber. All gasket material conforms to or eI.CCedS C.S.A. 4257. A.S.T.M. C443, end C.361 spocfi:ationa. Special chemical resistant EPOM. Neoprene. and Nitrite rubber are also available upon reauast. Markings TYLOX SvperSeal: Diameter in metrc and iIflperil, job numbe' (01104irg traceability). Quolity Control ' Our state of the art proOuctuti c,nd laboratory f.'icllltias. as wVll as cur staff Of curnuelent engineers. chamg, tiro 10c1flCi;r113. work 'ogetherto ensure the highest qualify ripe Ond maintenance liIs (manheto) gaskets available today. Service For more than half c century. Hmiltcn Kent haS buari zhe ieacer In thO monvtacture of ub1c' gasktts to the concrnr, pipe 5nd malr,lon;nc9 hole (rnenhale) ifldvtjy In I1orih Ainerh'.a. Cur ec-mplete line of joint sealing products. ongoing research Ong develcpmcnt programs, and a ledgeable sales staff, continue to make us number one and second to none with!n the 1nu3try. • ... - ? •VIN£,*ti ilt to ._ LJk•HârnlltóflKöiIt .' -;-..•(c- ' :. • ' 4t?J '• , .:- ,ib 41 i. AC . .. .. • t Thi IaidIng M ufaatiior of . . .. Mo$4idjiji GsiIá4 piodltts All C , I tit' - -' lip .•.• . .._._...,... .. .t .L...1_ .L.... • .I4t- .V ..... FEB-05-1900 18:7 FROM : TO 9406ø78 P.10 a TER MS AND CONDITIONS OF QUOTATION, BECQME4G FART OF CONTRACT ON ACCEPTANCE TERMS: Payment Is based on Sellers status as a manufacturer of the materials which are the subject nisuar of this document. Payment shafl not be subordinated to any retention or other provisions of the project spocificadorn or contract, which set forth the terms and conditions under which the Buyer will be paid for his performance on any project on which the material shall be Installed. TITLE: Title to all merchandise shall remain In Seller until the foil purchase price has been paid. In the event ,f default in payment, or other breath, Seller May retake possession 01 merchandise wherever it may be found with or w1thoi process of law, and shall resell the same without Ooticc to Ihiyer, applying the amount so received to the balance duo. DEFAULT. On dthult In payment of this contract or any contract between Buyer and Seller. Seller at its option may cancel the unfilled portion of thIs contract. and all aunts owing from Buyer to Seller shall at Seller's option become due and payable. and, the Seller may bring an action at law for any or all sums due or to become due from Buyer to Seller. The exercse of any of its rights under this contract shall not bar Seller from exercising its rights under the lien laws of this stale against the property where the merchandise Is placed or inits)lcd. Buyer hereby agrees to pay all coat incurred. including a reasontblo aitcmcytc fcc. In Connection with the repossaulno of merchandise. collection of balance due.and lien under the provisions of this contract. PERFORMANCE: The Seller shall not be liable for delays or 'cher failure to perform because of any delays in manufacture or delivery due to unforcamable causes beyond the control and without the fault or negligence of the Seller, including. but not restricted to. Acts of Cod, or of the public cnurty, acts of the Government. in either its sovereign or contractual capacity. firvs. t'lods, epidemics. quarantine restrictions, etr.kcs. freight embargoes. unusually severe weather, delays of aukontractors or suppliers due to any causes and non-availability of materials. S. DELIVERY: Prices quoted include delivery as specified. Delivery wjobiiw shell mean truck delivery as close to point of Installation as is practical, using loaded trucks and trailers operated under their own power. Othcrwlsc. delivery to point of installation shall be at the expense of the Buyer. Buyer shall provide ees to delivery point and maintain suitable uczs roads and protect nil) tiles and .edjacent structures. Leliveq trucks shall not be snaked, pulled or ptnhcd with tractors or other equipment. Items not rotted ot truck and trailer arc FOB truck and shall be wikiadad by mechanical equipment at Buyers expense. Standby tint, for truck, trailer and operator may be charged to the Buyer when Lucks are held in excess of one bout after arrival at the jubsite before unloading. When shipments arc tado by freight or other carrier, delivery of materials to the carrier shall constitute delivery to the buyer and thereafter shall be at Buyer, risk. All govcrnmcntsl taics and assessments on freight charges sltall be paid by Buyer without recourse to Seller. Any increase or decree,. In freiM rates will corrcspondcntly change the delivery price herein stated. This quotation Is basal upon the present existing freight rates and is subject to any increase in rates prior to delivery daze. Buyer shall not use any of the materials for any other purpose than stated in thig quotation until folly paid for. Buyer shall not move any of the materials to any ether place without written consent of the Seller. WARRANTIES: Seller warrants only that the materials supplied will conform to the description contained in the applicable specification. This warranty shall expire one year following date of delivery. SELLER MAKES NO OTHER WARRANTY OF ANY KIND WHATEVER, EXPRESS OR IMPLIED: AND ALL. IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR END USE OR PURPOSE WHICH EXCEED THE APORESTATED OBLIGATION ARE HEREBY DISCLAIMED BY SELLER AND EXCLUDED FROM THIS A6REk7vtT. Seller shall not be responsible to Buyer for any material sold herein claimed to be broken or defective unless Buyer gives Seller written hotioc, not to exceed five calendar days from date of delivery so that Seller shalt have an opportunity of making an immediate investigation of the claim. PRICE CHANGE: The prices set forth herein are binding on the Seller ortly for a period of twelve (12) months after the indicated delivery date. Price increases made by Seller in the regular course of business shall apply to all products covered by this order and delivered after said period It such delay In delivery Is not due to fault of the Seller. CANCELLATIONS: In the ivan that the Buyer cancels all or part of this contrtct the Seller shill be entitled to fall payment for all Items produced end all west in progress. It the Seller dctcrntbtcs that some or all of the products is standard product then a lee of 25% will be paid on those Items instead of the foil payment. CHARGE BACK AND RETURNS: No charge back shall be made by the Buyer. Products sball not be returned by the Buyer without prior written acceptance by she Seller. Any material to be returned fUr credit shall be losdcd on Seller's trucks as Buyer'. expense. The amount of cmiii to be givcn, if any, shall be detennined by the Seller after Inspection of the products upon return to seller's plant. QUANTITY: When the Buyer requests a reduction in total quantity of more than 10% of any item listed on the reverse side hereof the Seller may at Its option increaSe the unit price of such item treasonable amount to offset the reduction ill 4tiandly. it. ORDERING ODD LENGTHS: The prices for pipe given on the reverse side )tcrcu( are based upun Aintlsling not aver 2% of the Joint, embodied in the footage slated it ether than standard lengths. An additional cbargc will be made for any excess In percentage Ofjuirax ordered other than in standard lengths. TAXES NOT INCLUDE): The prices stpled an the reverse side hereof are exclusive of all State saint taxes, and all other taxes of any goverrunentil or public agency, applicable to this order wdcas specifically included. PUBLIC LIABILITY: Buyer hereby agrees to hold Seller harmless from all liability in the public. Buyer's employees and subcontractors for any injury or damage caused or contributed to by Seller's merchandise being In any particular location. Buyer fUrther cgrcci to accept Aill responsibility for erecting protective and warning devices effective at the time the tnerchtuidise Is placed on the job. CONDITIONS: In Indicating aroeplenee on the reverse side hereof, BUX., oonscnls to all of the terms and cundkiutr of this ngrecma, the meter thereby being binding on both pasties hereto and not subject to modification except by written consent of kith panics. By acceptance both parties represent dint not verbal conditions, warranties, representatiote or statements of any kind concerning this agreement are valid unless expressly set forth herein. NON-ASSIGNMENT: Buyer shall not assign this contract or any interest therein. RISK OF LOSS: Risk of damage or Is of the material sold under this quotation shall pass to the purchaser upon delivery at the place designated. Thereafter, purchaser shall be responsible for compliance of all govenimental regalations arid ottilnarerag with regard to storag, or placement of thc materials arid shall indemnify and hold Seller harmless agabtat all the claims or damages fOr personal Injuries or death arisbtg from the storage, use, or handling of said mareria1 SHORTAGES: Al) sbmjotuts and beveled pipe billed at nominal length (4' or 3'). No allOwe for shollagi due to beveling. 1$. PREVAILING TERMS AND CONDITIONS: These terms and onnditionsmay be superseded by specific provi3ioai4pcitl on lids proposal or the specifications referred to herein. Howcvcr should any of these terms and cendltions be contrary to or inconsistent with any terrier and condItions contained in any purchase order form or other document between Seller and Buyer which is prepared by Buyer and whenever cxccutnd. the provisions hereof sitall be eceerolling and shall supersede the conflicting 'ernie and conditions which are contained in such ether dcwmeig. 19. STORAGE: In the event the Byer does not axept delivery of products In accoidance with the delivery schedule agreed upon between theSeller and Buyer. The Seller will store the utdeliicred products in its plant without ehargeo the Buyer for a pctlnd Of ninety (PC)àyg beyond the thcdulcd delivery date. After the ninety (90) d*ysthc Scllcr'may sell the product and give the Buyer-4 new delivery sctsedulcbej.d.on the current availability or if the fli'e, wished to maintain availability of the product the Buyer agrees to pay a fee of three (S) percent each mouth of the total undeliverud price. This tee is in addition to the quoted price and Ml payment of the foe imiss be received monthly to maintain this option. ,t TOTAL P.10 ' '•'. •:' •:t'?.;...,,1 .. . -. ..•.. • 'I .. .. . .•.,• . .... P,E- . . . ••7.' .'. . -. ..r.... I SEAN MALEK I r ENGINEERING AND CONSTRUCTION Fr-8 I 5• 3772 Brennan Avenue I Perris CA 92571 D (909)943-2548 Fax: (909)940-6078 SUBMITTAL #5 . : Submittal for: Traffic Signal - 3 Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Subcontractor: Perry Electric Supplier: McCain Traffic Supply Specification Section #: 209 Notes: Dated: Approval: . . JAN-31-2000 10:32 MCCAIN TRAFFIC SUPPLY McCAIN I TRAFFIC SUPPLY Material List 760 727 8184 P.01/01 Customer PERRY ELECTRIC I S.O.# 996789 I P.O.# 1150 Contact Person KRISTI Phone # 619.444-3211 1 Fax #619-444-3041 Agency, City of Carlsbad Sales Person Carol Murphy Job Name Carlsbad Sidewalk Program #6 Job Type Public Inspect. Req. No i Carts Req.No - Contract Time Unknown Inspection # A Mation Hand Order Date 01. 13.00 Revision #1 _None for App._None _Sub Rev. - Ship To Information Commodity Date Address ThruBolts 02.17.00 8624 CUYAMACHA,SANTEE,CA 92071 Poles 02.17.00 8624 CUVAMACHA,SANTEE, CA 92071 Anchor Bolts 02.17.00 8624 CUVAMACHA.SANTEE,CA 92071 Service 02.17.00 8624 CUVAMACHA, SANTEE,CA 92071 aieissubject toiviccain Trafficuppiytanaara ierms anti conaitions. Description Vendor ' Thru Bolts MTS Stock Poles Valmont (MTS Stock) Anchor Bolts Blue Circit (MTS Stock) Service P.U.P. (MTS Stock) - McCain Traffic Supply • Pages 1-of I TOTAL P.01 JAN-31-2000 10:31 McCAIN TRAFFIC SUPPLY 760 727 8184 P.01/01 P:u SYS-R-?4 MCCAIN TRAFFIC SUPPLY. INC. Page 13 JAN 2000 Universal Notes Liatth5 09;26;36 tveieo1 Note File. Unote-ID.. No. Auth. Universal Note Text ....................................Plg Preetts I .....Note Date SO 996799 1 JCOZZI PERRY ELECTRIC - PO4t 160 5/0 998789 N MEG-iS 01-13-00 CARLSBAD BLVD & CANNON RD SIDWALIC PROGRAM NO 6 CARLSBAD, CA SIGNAL SPECIFICATIONS PER ChLTR1QqS 1996/1997 METRIC SPECS PLASTIC HOUSING PULL CIRCLE VISORS, POLY CLASS VEHICLE SIGNAL LENSES ALZAK REFLECTORS PLASTIC I3ACKPIATES ALL BLACK. EXCEPT FRAMEWORK IS GREEN TYPE A PEDESTRIAN SIGNAL, POLY INCLUDE 69W PEDESTRIAN SIGNAL LAMPS GLASS PEDESTRIAN SIGNAL LENSES ALUMINUM TERMINAL COMPARTMENTS BRONZE MRS & MAT 5x7 PUSHBUTTONS 1998 STYLE PPE SIGN (R62) INSTALL A.B.A. (50M) PUSHBUTTONS. STAINLESS STEEL TAMPER PROOF SCREWS FOR P95 SIGN & CA? FURNISH VEHICLE SIGNAL LAMPS INSTALL TEMPERATURE COMPENSATED 1. • 5 • U • S IN RED SECTIONS SIGNALS FOR SIDEWALK PROGRAM, CA1USEA 2 6" THRU BOLTS ' POLES FOR SIDEWALK PROGRAM, CARLSBAD 1 TYPE 1-A 71 , GP.LV STEEL 1 TYPE 1-A 101 , GALV STEEL ANCHOR BOLTS FOR SIDEWALK PROGRAM, CRR.SBAD 4 s/8X19X3' ANCHOR BOLTS B 3/4"XIVX41 ANCHOR BOLTS SERVICE FOR SIDEWALK PROGRAM, CARLS5A 1 SAN DIEGO CITY SERVICE 1 iSA iF 120V CE GSKAIC 1 50A iF 120V CD 65 KAIC 1 30A 2F 1201240V CO 65 KAIC 1 records listed. :.:-, ••,.. Proprietary and Cor&iden;ia1 to MECAIN TRAFFIC SUPPLY, INC. 'I TOTAL P 01 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 SUBMITTAL It 5a Submittal for: Traffic Signal Cabinet 3 Project: Cannon Road/Carlsbad-131 vd Project #: 3671 Contractor: Sean Malek Engineering and Construction Subcontractor: Perry Electric Supplier: McCain Traffic Supply Specification Section #: 209 Notes: Service will be a San Diego City Service - Type lll-BF 120/240V aluminum service, metered/u n metered, w/ 3 breakers, no main. Cabinet to be anodized aluminum instead of steel painted sea foam green Dated: Approval: SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 SUBMITTAL # 5a 30 Submittal for: Traffic Signal Cabinet Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Subcontractor: Perry Electric Supplier: McCain Traffic Supply Specification Section #: 209 Notes: Service will be a San Diego City Service - Type III-BF 120/240V aluminum service, metered/unmetered, w/ 3 breakers, no main Cabinet to be anodized aluminum instead of steel painted sea foam green Dated: Approval: MAR f3 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax: (909)940-6078 SUBMITTAL #6 Submittal for: Grout Project: Cannon Road/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Supplier: Hanson Aggregates Specification Section #: 201-1 Notes: O CRLSEAD 10 APPROVED El WiTH ADDITIONS ____ 3/23100 DATE Dated: Approval: 03/10/2000 12:25 FAX 858 715 5001 _____•lL0_ SALES Q 004 rHanson Hanson Aggregates Pøfic Southwest Rpuon P.O. Box 630062 San Oiegc CA 92163-9060 9229 Hands Flant Road San Diego, CA 92145 Tei OEE-715-5300 Fax 556-7 15-5601 CONCRETE MIX DESIGN MIX ID 2011507 (02 2000 PSI 03/10/00 CONTRACTOR : SEAN MALEK ENGINEERING PROJECT : CANNON RD a CARLSBAD BLVD. SOURCE OF CONCRETE : HANSON CONSTRUCTION TYPE : CIIY 610-E-2000G PLACEMENT : PUMP - GROUT WEIGHTS PER CUBIC YARD ASTM C 150 1 TYPE Il/V CEMENT, LB ASTM C 616 / CLASS F FLYASH, LB CONCRETE SAND - 70%, LB HANSON 3/8' x 14 - 30% LB WATER, LB (GAL-US) TOTAL AIR, % (SATURATED, SURFACE-DRY) YIELD, Cu FT 522 2.66 106 0.83 1974- 11.80 849 5.06 415 ( 49.7) 6.65 TOTAL 27.00 ASTM C 4t94 NORMAL WATEPREDUCER, OZ 21.44 WATER/CEMENT RATIO, LBS/LB 0.56 SLUMP, IN 9.00 CONCRETE UNIT WEIGHT, PCF 143.2 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA 92571 (909)943-2548 Fax:. (909)940-6078 SUBMITTAL #7 Submittal for: Graffiti Coating Project: Cannon Rd/Carlsbad Blvd Project #: 3671 Contractor: Sean Malek Engineering and Construction Subcontractor or Supplier: Rainproof Systems Inc Specification Section #: 210-6 Notes: Dated: Approval: 0 [[rainproof systems, inc. Sean Malek Engineering & Construction 3772 Brennan Avenue Perris, CA 92571 April 21, 2000 RE: Cannon Road, Carlsbad, CA We are submitting for your approval on the above referenced project, the use of Rainproof Systems Acryseal water repellent and Graffitiraser System graffiti resistant coating and cleaning system. Enclosed please find six copies of the technical data sheets and application instructions for Acryseal and the Graffitiraser, along with six copies of this letter. Acryseal and the Graffitiraser System has been used on a wide range of similar projects, including the following six recent ones: North Hollywood Police Station, North Hollywood, CA City of Los Angeles Fire Station #111 and #112, Los Angeles, CA East Rancho Dominguez Gymnasium and Community Center, Compton, CA Anaheim Community Center, Anaheim, CA Lowe's Home Improvement Warehouse, Temecula, CA Albertson's Market, Hesperia, CA Acryseal water repellent is our modified silano-acrylic resin water repellent. We offer a five-year manufacturer's limited warranty against water intrusion with this product, providing the warranty conditions, such as pre-application inspection, are met. The Graffitiraser System is a three-coat system consisting of two coats of very hard acrylic Graffitibase topped with one coat of Graffiticatcher. When an area has been attacked, Graffitiraser is used to clean the Graffiticatcher coat off along with the graffiti. The Graffiticatcher coat is then reapplied and the area is ready for the next attack. No hot water is needed for cleaning, and only the area with graffiti needs to be cleaned. The system does not does not yellow or attract dirt or dust. In fact, protected areas remain remarkably clean with normal rain. The Graffitiraser System has been approved by the City of Los Angeles RR#25030T. Please give us a call if you have any questions or need any additional information. Sincerely, Dorothy Lofstr m End. 944 South Gerhart Avenue • Commerce, CA 90022 Telephone (800) 675-1665 • FAX (888) 677-1552 _I._I___.____uuuuuI_uu____II._uI_uI_•uI___I_IuuIIuu___••uI - FErai:nni . GRAFF ITIRASER..,SYSTEM., .• Graffiti Resistant Coating and Cleaning System 1 Product Name During Cleaning, the sacrilbal Graffiticatcher, coat is dissolved and removed kthe attacked wee, along Ralrçroo( Graffüaser Sstem: . : with the grffld. After the cleaned areas have dried, Graffiti Resistant Coating and Cleaning Syáem.. Grafliucatcher is reapplied for protection against ft'neid criM attack: Ralrçroof Graffitibase Permanent Base Coating, Clear or Colored . . Graflitiraser Is easy •to use, it removes graffiti without, the need for blasting equrnet*, or high 46 RalrVoof Graffiticatchec Clew Saablclal . . pressure hot water washing eqIpment. Coating •' . -. • The indMdual components of the Graffitlaser Rauçroof Graffitiraser: Heavy Duty Cleaner for . System maybe used to solve graffiti problems in a Graffiti Removal customIzed and attractive m8àn, even in the Manufacturer • : . Rainproof Systems, Inc. stain on new block bufldlngs Finish with 944 S. Gerhart Avenue • ., . Graffiticatcher and the result is the lookof Integrally Commerce, CA 90022 colored block with protection from even the worst TEL (800) 6751665 - gafml attackS. FAX (888) 677-1552 On many projects, Graffitbase is used to color and Product Description pr*ect the entire project whfle Grafflticatcher is used crIy for those areas where defacement BASIC USE usually occurs, to a level M otW of reach RairproofraffitfraserSystemisagaffitlresistatt ... coating aid cleaning system. it is. designed to .. •. UslngOlOredGraffitbase,th5 Graffitb'aser System permit removal wa of flU from texture I masorwy cdorsId protects precast and t1trup concr6te. and other surfaces and to allow repeated cleaning . stucco, and other dense Surfaces at the, sane . with little deterioratloft or loss f protection. • titne-wlthot* the need for pritnem or water, Z repellents. The Graflutiraser. System is avaIe clear or colored; W seml.gloss or gloss. - • , The degree of protection can be adjusted to 2 the • Individual project requirements for appearance. it protects awide range of surfaces, such as economy, aid graffiti severity. Concrete block Including split face, fluted Ifapainted surface has aiready been attacked by Concrete, .pre.cast, tilt-ic . spraypaint, use colorect Gratfitbase, to restore the Brick '. Stone - südace. No sand blasting or primers we needed. Stucco , , •• WoOd ' Finish with Giaffillcalclier and the building 'is. EFIS • Mial .. protected for the future Any painted suthce, new or old - Using clear Graffitil3ase, the Graffitiraser System protects exposed aggregate, brick, stone, natural The system consists of two coats of very NO Clear block, or Integrally colored block. or colored Graffitbase which we then topped with . . Graffiticatcher, a dew l*n applied to either the . whole wall or a level of predetermined height, for example the bottom 12 feet. • The Graffltraser System is also excellent for interior applications on hospital or school corridors, bathrooms, gymnasiums and other areas prone to graffiti attacks. The Graffithaser System provides protection for. sound walls, bus enclosures, decorative entrances to parks and residential communities, and other public and private facilities. Using dear. Graffitibase, the Graffltiaser System Is an excellent way to, protect murals. it is the user's responsibility to determine compatibility of Grafflthaser System with underlying surfaces. V V.: COMPOSITION & MATERIALS Graffitibase is an aqueous dispersion of a cross- linked acrylic co-polymer. After curing, it forms a very, hard and durable coating. 4. Technical InformatiOn Rainproof Graffitiasar System has passed. the rigorous testing procedures for approval by the City of Los Angeles and has been issued Research Report II 25030-T certifying product performance in the following areas: V• Capability of having al types Of paints and V graffiti materials completely removed without damaging underlying surface. . Compliance 'with the South Coast Ak' Quality' - Management District VOC requirements. . Compliance with ASIM standards for weather. and rain resistance, 'abrasion resistance,' peeling resistance, ultra-Violet light resistance, non-yellowing, * ..moisture vapor trans- mission. • ' V Removal of graffiti with little or no change In the appearance of the treated surface. -' V Graffiticatcher .is a. solvent based acrylic coating,' V V V V V' V •' '•, V' -' which promotes complete removal of spray-paint In - - 5 - Installation— attacked areas. Gratfiticatcher traps the graffiti and .• ' sacrificially dissolves during cleaning, leaving no GENERAL CONDI11ONS In traces of stain order to obtain opthial protection at minvnwn. àast, the individual components of the Graffltrasà Graffitraser is a paint remover with a potent System should be suited to the particular needs of combination of chemical cleaners that softens and each project Both the type of surface to be '.removes spray-paint from surfaces protected with -protected- and ttie ,exPected volume O(. graffiti.' Graffiticatcher.No messy scrubbing. it cleans sinai.'. - attacks will determine thó amoànt 'Of 'coátiñg' areas removing only stains and the Graffitucatcher required and the overall cost for protection coat while the Graffitbase is left intact with no Where graffltlattads are mlnor(nospraypa1nt)the use of Graffitbase alone" can.'offer significant - The Graffitrasar System protects from graffiti protection It is resistant to most types of graffiti well as water, alcohol, solvents, acids, akaTis, oft,, , and can be cleaned with convnerclal deanerS And grease, chemical fumes, and air pollution., "' V , solvents over small area77 s:' USe Of wbrider -solvents - may require some touch-up ,.with additional : The Graffitraser System eliminates costly , Graffitbase. 'maintaining repaintingby afresh, new appearance' , VV •. ,, '.'V,; ::..' '• • ••-: after marry cleanings. ' ' ' :" Repeated and frequent attacks require the extra - protection and convenience of the complete LIMITATIONS - System, Graffitibase and Graffiticatcher Rainproof Graffitraser, System wil not seal ' unpainted concrete block If the project requires ',a.; PREPATORY WORK . ' warranty against water penetration, it is necessary Pnor to installing Graffitraser System on new to seal the block fist with one 'coal of Rainproof..' concrete bUIldings,' concrete mUst have cured to Acryseal WD water repellent. V • ' design strength, usually ämlriTrurn of 30 days. Gráffitucatcher should not be applied over any ' 'All surfaces shall be city and free from excess dirt, materials other than Gratfitbase without consulting dust, loose paint, greasy stains and efflorescence. the manufacturer. • V V V • 2 Graffitiraser System AN crs, voids, beeholes, or mortar-shrinkage. shaft be properly repaired and primed, If necessary, The texture of the masorsy surface to be to make the surface uniform. protected will determine the coverage reqked for these graffiti resistant coatings. Form ohs should be removed completely. SliCk .: surfaces must be de-glossed. Falling or unsound Figures shown in -the Coverage Table are existing coatings must be removed. approximations only. Job con4k1ons may increase the amount of material needed f scry. Materials should be applied to a test panel. to, protection. determine the compatibility and acceptability of the - .' •. -. .' .... products. Samples are provided at no charge. ______ Concrete block that has bn ,iealed fret wh': . Rainproof Acrys al XL8.8 wter repellet*,.must be. allowed to dry for forty eight (48) hot rs bef re the T . application of Graffitlbase. -• ___________ ___ _____ ______ APPLICATION - -: Clear Graffitbase must be applied with an afrless spray, t% size 0.015 to 0.021. . . .• Pigmented Grafflti3ase.maybesprayèd,brushod, orrolled - Cross-linker should be added to Graffitilbase - - according to instructions on can. Life of aces- GRAFFITI REMOVAL Minor marks and stains ften be removed with M'ed material 58 hours - - soap and water 'of mid pak* thinners and no Graffitbase must be applied in overlapping passes work. ,-. to build a heavy ffl1a and evenly coat aft porà and' textured areas with no skips. Avoid More severe graffIti, such as spray paints, require: - Graflitiraser for cleanup - it Is recommended that a small area be coated WW To .. remove graffiti obtain a soft brush, rags, and a aioweci to dry, so that uieappncation is pal ofmineralsplritstypepak*tltinner acceptable before the rest of the application Is.; - - completed ... Apply Graffitraser to a small am of the attack it is better to do small areas to control run off of the Allow 2 hours drying time before applying second SO1UtiOfl coal of Graft ase. This second, lighter costis - necessary to build up amit*ntxn y fitn thickness .. ' - llTvn6dlat* alter application, "nib the area with the of 3 mils. Mow 5 hours at 859 F drying time before soft brush and rinse with a rag saturated with apiDlying thinner. - - Graffiticatcher should be applied tsy airless spray or Repeat this procedure ur*i al graffiti is removed roler Spray method is most efficient for original We with a ciry rag to remove any remarnlng application and roller is best for touch-up arid renewal (fluted and scored blocks cannot be ' Graffitraser can be applied with a Hudson pump covered with roller and must be iprayed) type sprayer or with a brush, or icier. (Rinse with Apply sufficient Graffiticatcher to give .an even, . . thinner sprayed from 1noth1 Hudson pump type' uniform coating over all surfaces. Close inspection , . sP) , . •: •. should reveal all pores and textured areas to be well covered. . . .. ... • Reapply Graffiticatcher.' Q Split face concrete beck may require two coats of Grafflticàtcher. . - . ' ' . ' . , . Graffitiaser System 3 . COVERAGE TABLE BASE CATCHER '.Coa Coat Coat. Smooth,SplitFace - .. ,•.:•;• • . Block •• : i25 225. 175* Brick, Concrete,' k'I,. . '. . '. -: EFIS, Metal, Stone, .200 250300 200 Stucco, Smooth or. Primed Wood . . '. -. .. .. Rough Wood • .150W 200-250 200 *,S plit'lace block may reqi*e an additional coat of J. :'-. CLEAN UP Take special care to protect can and painted surfaces. Overspray should be cleaned as soon as Possible with water. Tools should be soaked In water. PRECAUTIONS Handling Precautions: Graffitiaser products should be used as supplied. Do not thin, dilute or mix with any other materials. Store ki cool, well ventilated area. Keep containers tightly sealed. Monitor storage and handling areas to avoid leeks or splits. Keep material from freezing. Safety Precautions: Graffiticatcher and Graflithaser contain solvents. Avoid fire, open flame, and spails. OSHA approved masks and goggles are recommended. Gloves should be used. Use with adequate ventilation or OSHA apprOed res*ator. . Do not get In eyes, on skin, or on clothing. Wash thoroughly atter.handllng. Refer to Material Safety Deft Sheet (MSDS) before handling. 6. Maintenance , Grra1fdase can be restored whenever desired by removing Graffiticatcher and reapplying a thin cost of matching Graffitbase. Touch-is In small areas may be necessary N solvents are used to clean grailILL Most surfece ISm and dht can be removed with water or water and detergent solutions. 7. Cost And Availability Graflitibase and Graffiticatcher are available In 5 gallon - and 55 gallon drums. Graflltbaser Is available In 1 gallon cans. Consult manufacturer or local representative for pricing Information. S. Warranty Rainproof Systems, Inc. will issue the building owner a Limited Waiwly on specific projects. Application for warranty must be made within 30 days of the si.tstar*W completion of the graffiti protection portion of the project. it Is the responsibility of the applicant to show proof of purchase, proof of notification on application, and proof of Job Report and Warranty Application when applying for the Warranty. Technical Services Rainproof Systems, Inc. maintains laboratory facilities which are available to help solve problems for• architects and contractors. Rainproof's sales staff is prepared to assist with specification writing, application procedures, and problem Jobs. Testing masonry pemieablty, water repeilence, and on the lob moisture testing is done on a regular basis atnocharge. Filing Systems SweS Catalog Flee. Sweetie CO. Complete product data and specifications for all. products are on file and can be obtained by - Rafrmof Same. 0 CONTRACT OF TERMS AND CONDITIONS OF SALE, USE, AND SPECIFICATION This Limited Warranty Is available upon written request provided that application procedures have been followed. This warranty lhnfts the obligation of Rainproof Systems, Inc. and, In the absence of the issuance of this warranty, no obligations are assumed, and the buyer, user, or specifier assumes all risks attendant to Its use. Our obligations are specified In our warranty tomi and by reference In the Technical Data Sheet and Job Report and Wanantjf Appflcat1on and no other obligations of any nature Including those of merchantability or fitness for any particular use are assumed by Rainproof Systems, Inc. In no event, does Rainproof Systems, Inc. assume any responsibility for cotisequenhlal damage. No modifications of the above are permissible without the written approval of either the General Manager or Sales Manager of Rainproof Systems, Inc. Any controversy or claim arising out of the use of Rainproof Systems. Inc. material or under our Limited Warranty shall be determined and settled by arbitration to be hekl In Los Angeles County In accordance with the rules of the American Arbitration Association. All technical Information and services, Job Inspections, and recommendations are given in good faith and at no charge. There will be a charge for certain job Inspections to recoup direct expenses and costs of Rainproof Systems, Inc. It Is the buyers, users, specifiers, or their agents who must determine the suitability of Rainproof Systems, Inc. products for any specific project or purpose. Buyers remedies are limited to replacement of material. The buyers, users, specifiers, or their agents limit themselves by entering into this Contract to the above as their sole remedy. No one Is authorized to use our products except on these terms. Purchase, use, or specification indicates your agreement to be bound by these terms and conditions. REV. Jan 1999 4 Graffltiraser System I [rainproof systems, inc. i] GRAFFITIRASER SYSTEM Graffiti Resistant Coating & Cleaning System Application Instructions Surface Preparation: All surfaces should be dry, and free from efflorescence, dust, dirt, oil, and grease. Concrete should be thoroughly cured before application, usually a minimum of 30 days. All cracks, voids, beeholes, or mortar shrinkage shall be property repaired and primed, if necessary, to make the surface uniform. Form oils should be removed completely and Slick surfaces must be de- glossed. Failing or unsound existing coatings must be removed. Concrete block that has been sealed first with Rainproof Aciyseal WD water repellent, must be allowed to dry for 48 hours before application of Graffitibase. Safety: Graffiticatcher and Graffitiraser contain solvents. Avoid fire, open flame, and sparks. Use with adequate ventilation or OSHA approved respirator. Gloves should be used. Wash thoroughly after handling. Consult Material Safety Data Sheet (MSDS) before handling for complete product safety information. Application of Graffitibase: Clear Graffitibase must be applied with an airless spray, tip size 0.015 to 0.021. Pigmented Graffitibase may be sprayed, brushed, or rolled. Cross-linker should be added to the Graffitibase according to instructions on can. Life of cross- linked material is 8 hours. C). Graffitibase must be applied in overlapping passes to build a heavy film and evenly coat all pores and textured areas with no skips. Avoid runs, sags and curtains. It is recommended that a small area be coated and allowed to dry, so that the application is visibly acceptable before the rest of the application is completed. Allow 2 hours drying time before applying second coat of Graffitibase. This second, lighter coat is necessary to build up a minimum dry film thickness of 3 mils. Application of GraffitIcatcher. . Allow Graffitibase to dry at least 5 hours at 65° F before applying Graffiticatcher. Graffiticatcher should be applied by airless spray or roller. Spray method is most efficient for original application and roller is best for touch-up and renewal. (Fluted and scored blocks cannot be covered with roller and must be sprayed.) Apply sufficient Graffiticatcher to give an even, uniform coating over all surfaces. Close inspection should reveal all pores and textured areas to be well covered. Split face concrete block may require two coats of Graffiticatcher. Protection of surrounding areas: Mask windows and all other surfaces that are not to be treated. . Take special care to protect cars and other painted surfaces. Bushes, shrubs and trees should be protected. C 944 South Gerhart Avenue • Commerce, CA 90022 TEL (800) 675-1665 9 FAX (888) 677-1552 [rainproof systems, inc. j] GRAFFITIRASER SYSTEM Graffiti Resistant Coating & Cleaning System C.-D, Graffiti Removal Instructions Safety: Graffiticatcher and Graffitiraser contain solvents. Avoid fire, open flame, and sparks. Use with adequate ventilation or OSHA approved respirator. Gloves should be used. Wash thoroughly after handling. Consult Material Safety Data Sheet (MSDS) before handling for complete product safety information. Graffiti Removal: Minor marks and stains can often be removed with soap and water or mild paint thinners with no further work. More severe graffiti, such as spray paints, require Graffitiraser. for cleanup. Do not use Graffitiraser if Graffiticatcher was not used. To remove graffiti obtain a soft brush, rags, a pail of mineral spirits type paint thinner, and Graffitiraser. Apply Graffitiraser to a small area of the attack. It is better to do small areas to control run off of the solution. Immediately after application, rub the area with the soft brush and rinse with a rag saturated with thinner. Repeat this procedure until all graffiti is removed. Wipe with a dry rag to remove any remaining solvent. Graffitiraser can be applied with a Hudson pump type sprayer or with a brush, or roller. You can also rinse with thinner sprayed from another Hudson pump type sprayer. Reapply Graffiticatcher. 2 944 South Gerhart Avenue • Commerce, CA 90022 TEL (800) 675-1665 • FAX (888) 677-1552 iilnnrnàf civátiñiinc. _________________________ ACRYSEAL WD Clear Penetrating Masonry Water Repellent • Construction Grade 1 Product Name Acryseal WD water repellents help prevent damage caused by freeze-thaw cycles by creating a barrier RAINPROOF ACRYSEAL WD against chloride Ion lntruslon Clear Penetrating Water Repellents Construction Grade Application of Auyseal WO prevents or greatly retards efflorescence 2 Manufacturer Acryseal WV water repellente are resistant to Rainproof Systems, Inc ultraviolet light, smog, id rain, and hydrocarbons- 944 South Gerhart Avenue such as oil and grease Commerce, CA 90022 Telephone: (800)6?5-1665. . - Treated sürfacCs remaln•remarkabiy free of dkt.and•". FAX (888)677-1552 stains Surface dust can easily be flushed with water 3 Product Description Acryseal WDfonnsabreathablebarneralkmlflg water vapor transmission BASIC USE - Rainproof Acryseal WV water repellents protect and Acryseal WV water repellents are not coatings. They preserve architectural substrates without altenng will cause little or no change In the appearance of the 0 ,'- surface texture or appearance They are designed surface for above grade, vertical surfaces Substrates - typically treated include Acryseal WV water repellents are excellent primers Porous surfaces, such as concrete tgock, split for both oil and water based paints They provide a face blodc, adobe block, and nonbjtuminous mOisture barrier within the substrate which eliminates block; and the causes of aadts and peeling Dense surfaces, such as concrete, brick, stucco, clay tile, and stone Chemicals in Acryseal WV products are In complete m sokituen which prevents uneven application due to These construction grade products are available with settling out of the active In a5 year man Wacture?s warranty See Section-7. In most cases Only one coat of material Is required COMPOSON & MATERIALS Rainproof cohstructuon grade Acryseal WD water Acfljseal WV is available h separate formulations for repellents are clear, penetrating, non-staining, non- dense and porous substrates Aaseal XL8.8 WV for porous surfaces yellowing, non-filming modified sllano-ac!ylic resins Mid In a VOC compliant carrier When property ACrySel B5 WVfcir dense surfaces applied the solids are drawn deep Into the masonry and react chemically tQ torn a water repellent unit, LIMifAllONS They contain no silicone oils, paraffin wax. of ill not sOal structural aadis or Acryseal WV products w6 . urethanes holes and cannot withstand high water pressure or standing pools of water for e*ended periods They By reducing the amount of water penetrating the are not designed forbelow grade application substrate, Acryseal WV water repelllents block the entry of salts, deicer chemicals, and other Acryseal WV products are not designed to ( contaminants This decreases spailing, scaling, reba( waterproof tiorizontal surfaces such as masonry ) corrosion, leaching, and staining copings, parapet Walls, caps, ledges, cornices, or 1 . ......• .: sins. Consuft manuWurer for proper treaern .01 Acryseal WV water repellents meet the most above surfaces stringent VOC requirements 4. Technical 'lnforrnatlofl. Color Dries Clear, Colorless Surface Appearance after Application Little or No, Charge Resistance to Wind Driven. Rain (TT-P-555B) 005 pOUndS-EXCellefli Flash Point None Adhesion (ASTM 1)903) Excellent Resistance to Salt Spray (ASTM B..117-64) 500 hours -No Yellowing or Other Adverse Effects Resistance to Dirt Pick Up ExCellent Resistance to Ozone, Ultraviolet Light, and Acid Rain ExceHent Chemical Resistance-3 drops Of chemical placed on panel for 24 hours ints Mineral Sp No Effect Mrn No Effect Slight Softening and Staining-Recovers after Rinsing Moisture Vapor Permeability, perms 0 5-Excellent Accelerated Weathering 1500 hours OUV No Effect on Shades or Fdm Integrity Typical .Values. Nottobeconstruedasspeciflcatlons 5 InstallatIon COMPLETION OF RELATED WORK Prior to Installing Acryseat WD, concrete must have After periods of rainfall, amintnisn 014 to 7 daYs must cured to design strength, usually a mu*nurn of 30 be allowed before application in -order'-to bring the days Roof and parapet caps must be installed and moisture content dOwn to the 15% leveL sealed igainsf water Intrusion Joint sealem must be - Installed and cured Mask windows and all other surfaces that are not to be - sealed if contact occtxs, we Immediately with clean, NOTIFICATION OF MANUFACTURER damp cloth HOriZOntal surfaces composed of For all jobs requiring a warranty, applicator shall notify concrete or asphalt should be thoroughly saturated manufacturer's representative 'a mlninurn 0172 hours with water just prior to appiicatlçn. Concrete sidewaks prior to scheduled application 4cr field inspection If must be protected from runoff by soaking with water, one .has not been submitted previously, a test sample prior to spraying adjacent wells arid washed down after of the substrate will be taken to confrm permeability appliCation. Bushes, shrubs, and trees should be and coverage rate protected..- PREPATORY WORK APPUATIOI* Masonry surfaces shall be free from efflorescence,.. Surface moisture content mustbe less than 15% A excess dust, mortar, cli, and grease Hardened grout mmrnusn of four to seven days drying tkTle should be and mortar smears shall be removed by sandblasting allowed following rainfall. Do not apply Aayseal WD if rainfall is expected withIn 24 hours Walls must be checked thoroughly for joints that are only face-shell thick, as indicated by mortar shrinkage - Surface temperature shL.ould be at least 450 Fbut not at the mortar surface more than 1000 F Under freezing coüditlons, buildings should be allowed adequate tine to thaw Defective mortar joints shall be routed out, pointed DO nOt apply Acryseal WD It temperature b expected with new mortar, and tooled to 1511 WOW freezing WIthin 24 hours All voids, beeholes, and cracks larger than hairline Acryseal WD should be applied with a low Pressure shall be filled with vinyl cement patching material, material pump or a low-pressure sprayer, pressure not pointing mix, or other recommended fillers. •. . to exceed;25 psi, and flowed on the wall. at aminimlin rate 0111/2 gallons per minute A minimum of 10 days, under normal y weather conditions, must be allOwed for curing of grout id .Tp Size: 0.070-0.125 1n for blOck, .0.050-0.070 in. Mortar repairs for brick, and 0.030-0.050 in for concrete and stucco. .. .... 2 Acryseal WD Compressor driven airless ançt Hudson type sprayers. COVERAGE r • •. . (for small areas) are acceptable units for applying these Figures 'shown in the Coverage Table are clear materials. The use of brush or rollers should be aptions only. Job conditions may increase the (. considered, only after consulting manufacturer. amount of material needed to satisfactorily complete a Consult manufacturer if there is any question about watertight structure Always tea on actual surface to the applicability of your equipment establish exact coverage Start application at top of wall and work down the Acryseal WD has been designed to be applied in one surface coat, however, In some areas with some structures, and when applied to some masonry luft. a warranted Normal application consists of alight mist coat to break Job may require asecond coat surface tension followed unmedIatey'by a flood coat. One flood coat pass shall be made eacti way over the top section of the wall so that the top cause of block COVERAGE TABLE receives the equivalent of a run down and flood .coat. Overlapping the horizontal passes shall then, be .. Porous Substrates use AcrvsçalXL8;8WD. made down the wall Most Concrete Block, including 50sf/gal Precision The spray head should be held so that the fan will be Split face vertical with the head about 8 inches from the surface Ground so that the flood coat runs down a minimum of 8 Lightweight Inches below the point of application No bending of Scored or. Fluted Block' 30 sflgal the wrist is to be allowed Slump Block 60sf/gal Adobe Block 60 sf/gal Always keep a wet edge Do not overspray, onto Used Brick 80-100 sflgal *eady dry areas, Itasecond coat 1i needed, Dense Substrates uqAçyseatjWD f\ PRECAUTIONS Cement Plaster 100sf/gal K' Handling Precautions Blown-on Plaster 80 sffgal Acryseal WD should be applied as supplied Do Stone 100 sf/gal not thin, dilute or mix with any other materials Limestone 175 sf/gal Keep containers tightly sealed M 200 09 Keep matirial from freezing. Granite 175 sflgal Safety Precautions Concrete 125 sfIi O$HA approved masks and goggles :are.-Exposed Aggregate 100 sf/gal recommended. .• ...... :•Cast in Pikii- ..... .: . •• ' 00 fT 'up sho Dense Brick - Use with adequate ventilation ( Brick TIle 80 sf/gal Do not get in eyes, on skin, or clothing New Brick,.100sf/gal Wash thoroughly after. handling Clay Block 50 sf/gal Consult Material Safety Data Sheet (MSDS) for complete product safety information 6 Cost and Availability CLEANUP Acryseal WD is competitively priced.""Consult All horizontal surfaces composed • of concrete or manufacturer or local representative for pncing asphalt should be thoroughly saturated with water just information Acryseal WD is avwlable in 5 gallon pails prior to application and washed down with water after. and 55 gallon drums application Overspray should not be allowed to stand on concrete or asphalt. Clean up all ov&spray with • • ... • •.. . •. • .....• '. water as Soon as possible. . ... . •: • .. ... • •' • •. •• Acryseal WD 3 7 Warranty 9 Technical Services Rainproof Systems, lnc will issue to the original Rainproof. Systems, lnc mntains laboratciy, facilities 0".building owner a Limited warranty on specific projects which are available to help solve problems for Application for waffalty must be made withIn 30 days architects and contractore Rainproofe sales staff is of the substantial completion of the water repellent prepared to assist with specification writing, application portion of the project procedures, and problem Jobs When applying for a warranty, it is the responsibility of The Rainproof CertifIed AppIlcato Prcgranj is a the applicant to show proof of purchase, proof of 72 successful means of Paining contractors end ensuring how pre-applicatlon nQtification of the manufactixer, maàflLtfl performance from Rainproof products and proof of submisbon of Job Report and Warranty Application Testing masoniy permeability, water repellent requirements, and onthe Job moisture te5t1n9 is done In the event of moisture penetration during the five on a regular basis at no charge year. warranty period through above grade masorvy walls, Rainproof Systems, Inc:will provide at 10. FilIng Systems- add - its sole eense itional materlais sufficient to. restore affected areas to proper-condition;..• Sweet's Catalog Files Sweet's CD See below for (ontract of Terms and Conditions of • Complete product data and specifications for al Sale, Use, and Specification. products are on file and can be obtained by contacting Rainproof Systems, lnc 8 Maintenance No special maintenance is required In areas where * there has been Insufficient rain to wash away surface soil, agardenhose:may be used.. 'I CONTRACT OF TERMS AND CONDITIONS OF SALE, USE, AND SPECIFICATION This Umited Warranty is available upon wntten request provided that application procedures have been followed Na warranty limits the obligation of Rainproof Systems, Inc and. In the atsence of the issuance of this warranty, no obligations are assumed, and the buyer, user, or specifier assumes all risks attendant to Its use Our obligations are specilled In our warranty form and by reference in the Technical Data Sheet and in the Job Repolt and WarrnP/ Appilca Ion and no other obligations 01 any nature inCluding those of merchantabirdy or fitness for any particular use are assumec by Rainproof Systems, Inc In no event does Rainproof Systems, Inc assume any responsbllhty for consequential damage No modificatlns of the above are permissible without the written approval of either the -General Manager or Sales Manager of Rainproof systems; lnc.:.Any controversy or clalm.adsing out of the use Of flalflpioQ Systems. Inc. material or under our..., Limited Warranty shall be determined and settled by arbitration to be held In Los Angeles County In accordance with the rules of the American Arbitration Association All technical Information and seMces, job inspections, and recommendations are given in good faith and at no Charge There will b5 a charge for certain jab inspections to recoup direct expenses and costs of Rainproof Systems, Inc it Is the buyers, users, specifiers, or their agents who must determine the suitability of Rainproof Systems, Inc products for any specific project or. purpose Buyers remedies are limited to rer4acerpent of materIaL The buyers, users, spe '0 cifiers, or their agents limit themselves by entering into this contract to the above as their sole remedy No one Is authorized to use our products except on these terms Purchase, use, or specification Indicates your agreement to be bound by these terms and nditions REV Jan 1999 co 4 AyseaJ WD [(rainproof systems, inj1 ACRYSEAL WD J Clear Penetrating Water Repellents Application Instructions Surface Preparation: All surfaces should be sound, dry, and free from efflorescence, excessive dust, dirt, oil, and grease. Concrete should be thoroughly cured before application, usually a minimum of 30 days. Hardened grout and mortar smears should be removed with sandblasting. Defective mortar joints should be routed out, pointed with new mortar, and tooled. All voids, beeholes, and cracks larger than hairline should be filled with dry- vinyl cement patching material mixed with water to a stiff paste. A minimum of 10 days, under dry weather conditions should be allowed for curing of grout and mortar. Moisture Content: Acryseal should not be applied to surfaces where moisture content is above 15%. A minimum of four to seven days drying time should be allowed following rainfall. Do not apply if rainfall is expected within 24 hours. Temperature: Acryseal should not be applied when surface temperature is below 450 F or above 1000 F. Under freezing conditions, buildings should be allowed adequate time to thaw. Do not apply if temperature is expected to fall below freezing within 24 hours. Safety: Consult Material Safety Data Sheet (MSDS) for complete product safety information. Application: Acryseal is not to be applied like paint, rather it is to be flood coated. The objective is to get the wall to absorb the material at the rate of at least that shown in the Coverage Table on the Technical Data Sheet (50 sq. ft. per gallon for concrete block). Apply with low pressure material pump or airless sprayer. Spray pressure should be no more than 25 psi at / all times. Flow rate should be at least 1 1/2 gallons per minute. . Recommended tip size: Block-0.070-0.125"; Brick-0.050-0.070"; Concrete/Stucco-0.030-0.050". Start application at top of wall and work down surface. Normal application consists of a light mist coat to break surface tension followed immediately by a flood coat. One flood coat pass shall be made each way over the top section of the wall so that the top course of block receives the equivalent of a Urun down and flood coat." Overlapping horizontal passes shall then be made down the wall. The spray head should be held so that the fan will be vertical with the head about 8" inches from the surface so that the flood coat runs down at least 8" below the point of application. No bending of the wrist is to be allowed. Always keep a wet edge. Do not overspray into already dry areas. If a second coat is needed, apply before the first coat is dry. Protection of surrounding areas: Mask windows and all other surfaces that are not to be sealed. If contact occurs, wipe immediately with dean, damp cloth. Overspray should be cleaned up as soon as possible. Use warm water while material is still wet. All horizontal surfaces composed of concrete or asphalt should be protected by thoroughly saturating with water just prior to spraying adjacent walls. Wash them down with water after application of material. (I). Bushes, shrubs and trees should be protected. 944 South Gerhart Avenue • Commerce, CA 90022 • TEL (800) 675-1665 • FAX (888) 677-1552 SEAN MALEK ENGINEERING AND CONSTRUCTION 3772 Brennan Avenue Perris CA. .92571 (909)943-2548 Fax: (909)940-6078 SUBMITTAL.#7a - 6 pnpq Submittal for: Graffiti Coating Project: Cannon Rd/Carlsbad Blvd Project#: 3671 Contractor: Sean Malek Engineering and Construction Supplier: GrafiGone Inc Specification Section #: 210-6 . Notes: Perma-Seal by GrafiGone Inc per specification. 1 (IJ ACCEPTED WITH COMMENTS 0 NOT ACCEPTED-RESUBMIT BY/ :. DATE Dated: ........-.....• Approval: . : ,_•.,_, ._,_. A. I IC. I-' • GrafiGone Environmentally Safe and Cost Effective Graffiti Control Products "PERMA.SEAL" Protective Coating and Sealant PERMA-SEAL Is a water based permanent coating and sealant, containing siloxane. PERMA-SEAL provides permanent protection for surfaces such as, concrete, brick, block, wood, and natural stone. PERMA-SEAL dries to a clear, and virtually undetectable finish. PERMA-SEAL breathes, so moisture is allowed to evaporate from within concrete block. PERMA-SEAL is guaranteed to protect for five years, but can have a useful life of up to 15 years. This life will vary depending on. application techniques, and type of surface. PERMA-SEAL is e*tremeiy effective when used for preventing damage on traffic signs due to slickers. PERMA-SEAL is a water based. non-toxic. environmentally friendly product and contains No VOCS: APPLICATION: Thoroughly clean area to be treated. Apply PERMA-SEAL with a brush, roller, garden sprayer, or low pressure spray gun. For best results, PERMA-SEAL should be apiied in one to three rnodiiiale coals, so that the area is completely coated, allowing surface to become tacky between applicatins. Drying time will depend on temperature, humidity, and type of surface. Maximum protection Is achieved after 7 to 10 days curing time, and should be protected from any liquid. or water during the curing process. PERMA-SEAL should be used at full strength. REMOVING GRAFFITI FROM PROTECTED SURFACE: Use medium to high pressure hot waler. If any ghosting remains apply AA-029 to area needing treatment, allow a few minutes to work. Hose off with water at low to medium pressure. RUBBER GLOVES. AND EYE PROTECTION SHOULD BE USED WHEN SPRAY EQUIPMENT IS USED. COVERAGE: An average of 500 square feet per gallon I per coat, depending on type of surface treated. The sbo'u information is of an ndvoor# rature. and monulocwrer esturnes no leDnEy in thR evert of incorrect or csrdue uau. In the evert of uncertainty. almym cMaCt via manufacturer, or the dakjbutos. 10744 Rockvill St. Suite #108, Santee, CA. 92071 (619).596.2775 Fax (619).596.2776