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HomeMy WebLinkAbout3079; POINSETTIA LN BRIDGE CONSTRUCTION; SHOP DRAWINGS;r-/ 1,e I v -7.p -CALCO CONSTRUCTION General Engineering contractor A JOINT VENTURE OF DESIGN C . J. LUMSDAINE CO CONSTRUCTION WM. A. CORN - RCE#15483 RECEIVED MANAGEMENT OCT 3 11984 C11Y OF CARLSBAD October 26, 1984 EKWHEERING DEPARTMENT City of Carlsbad 1200 Elm Street Carlsbad, CA. 92008 Reference: Poinsettia Lane Bridge Rebar Bent Two (2) and Three (3) Attention: Pat Entezari Dear Pat, Enclosed herewith are copies of the shop drawings for Bent Two (2) and Three (3) from Hafer Steel Company. Hafer sent a copy directly to Kercheval, but there has not been a reply. Please take whatever steps are necessary to approve the shop drawings and if there are additional items required to obtain said approval please let me know. Regards, Wm. A. Corn Partner WAC/la Enclosures 5245 AVENIDA ENCINAS, STE. G 9 P. 0. BOX 1171 * CARLSBAD, CA 92008 * (619) 434-3151 OkA,"OER SUELCOMOPANY .5915 Mission Gorge Road P.O. Box 20007 San Diego, CA 92120 Phone: (619) 281-5585 State Contractor's License No. 152204 TO: .............. (~ .. P 0 .......................................................................................... ......................................................................................... -kTTN: ....... ~',)L_L_ ....................................................................... DATE: ...... .84 .......................... .... . . ................. HAFER JOB #.9A..-.Z55 ................. PROJECT: ... ... P..I.N, 6.E.T T.. Lq) ............. L R N F-7 2 R t o c-7 e—:;- ........................... .................................................. TRANSNIIT71NG: THE FOLLOWING: FOR: Herewith Sub-Contracts ..~~pproval ........ Under Separate Cover ...... Plans ........ Your Information ........ Personal Delivery ?~~ Shop Drawings ....... Your Action ....... Change Order ...... As Requested ...... . Signature ........ ........................................ ........ ........................................ ........ ........................................ iL .. ... .... ... . ..... ... .... .... REMARKS: ..... (-L-C-.) 6 a D PL E 6:~- 6 E_ Fl..~J.P .......... ... t-.+n.p ...... ........................ ........................................................................... ........... ............................................................................................................................. ........................................................................ .............................................................................................................................................................................................. I ................ ............................................................................................................................................................................................................... E QCH F_ Ve L Q6zor_ Ce, P,.i ............. .......................... ............. ...... ............................................................................................................................................. HAFER STEEL COMPANY rDc) Vj f= K6 ............................................................................ BY: (-A 1) ?- H K 4T4k!~ F-A - -4 rz I-..- !~LAS I H K8Z7&EV4E- 4 jo ~,44-0 tIK42-0 1EP50,16 Z"~SI6 912- EA 640 , \fTeloDnW, E86 9%0 . c Z,lK,qfi eFAF F0.6 W~ z 5 m K-416@~4r 4 9 'Se~87 V'ar3 r-4, MQ'-- Sedl' 664T 3 5HK,824, SHKOZ5, SHKe?6 t-5HKSZ7=-i= lrlK8l9&W4E- FE 3-7 s 5, R..& I Z" H K401 +1 Hv'4 I 1~ 73 - 10 9-~:,a (P" 'roF Of Ffli r- L- is te NJ -,I- la, '65 8 KA, 12 CA4 a 0 E3E Olf 3 es r1alz Z4 HKSIZ 6A. E4C -17 FHKS Is fj o 7.. rCLR- ICKOWs* 2AtlK410t-zZ+' T 9reNIS, z3ol)(4100z"I" VICK 15rqc, 4AOWS ?SHK4oaW 3' p. 311 t4OT PILE D141-5 IM1401A (-Ap rt~r~ QM-i. Elf n-r .4 e Its 4;, CIL7 Pi: ;z IC 411 E ;;mA ~~"CL;. F'< F-P 7 cil:~ \In F- D JOB 6+ -285 IlKS-1 otq 17 L ORW6i " I BY a r-_, u, I E —iA I L A Hafer Steel Co. SSIS Kiwi= Car" Road 5" Di"o. CaUlansia M20 ph~ 211-SUS L S;z "A"o. 61EEE- A-r-re-)CIAEO M6P tDC C014TRACTOR L- C a DETAILS FOR BE-WT 7- --FT(, J08 NO. 2~4- — L43 5 SHY. NOj_jj_F-4f TESTING DATE COLOR DET. BY —Sk-~--C-1 DEL DATE SPLICEAS 1) -*-8 LOCATION UNIT NO. TOTAL SIZE LENGTH MARK GRADE SHAPE NOTES ACCESSORIES F -rc-, 6-3 4oi too ..9 C.A IRS BL 37 73 4 10 10-3 4L)iA 9-(,-, * —71: —RTS 13 12 9 8 31--s 31-4- 961 8OZ 1 '2 8.31-5 803. 8 31-6 86q 16 31-7 goS Z 7- 9 t N F z-,9N, I'-- Yz 7,1-8 866 1- 4 r--L 0 1 0 -51-11 Fog V~-~ ':k4 R—. 5,30-1 TE s— 110 d f7,1 I- 10- 4 Yz FT,a-, Lot46,T- PIER er-Aos 4-0 S el.6 H I t 0 NJ . . . . . 17 0 41 r pe t 4K0 *z w;tu ' jos No. te 4 Z 3 Is SHT. NO. --F 4A~— _22--Q-1 Hafer Steel Co. TESTING — DATE Z., 5913 14, Gar" Road San Move. camarmu 93120 COLOR DIETAY-5 ph.— M-Ssss DEL DATE SPLICE LOCATION UNIT NO. TOTAL SIZE LENGTH MARK GRADE SHAPE NOTES CIE....ES Se,,IT (~Af` SIZE )0 4L+-Q Q Z-0 C.AIAS BLOCK 2 )0 c s '71Z 7,4 S S13 -~EE r?"'T' 14 414 40-+ 5 n-s sis- 2-6 L9-0 Z-d a-(. 20 5 6-7 516 :5e-p- 4 11 0 9-0 0 -3 0-3 13Et'j-T 6AP ENDs 4 4- 2-7 418 6o oViLl:ajo-4y, jos -Po T-r It.) LN LOCATION ATTO~e-HECI MPIP CONTRACTOR 0 DETAILSFOR E)~'7t'A'r 2! (~o N T I F T jo 19 ~Ql m! %I Z`lz V- ZQ Qn Coo) to T N I ~') lm I ~) w 1 '4-1 , t~ tn 1 \~ Ki I N I NJ ON 0" lln ml Qqml 4-- to N) 0 olo cs uj~ w w -W 74- - "J 0 u f7- ov J 41-40SIT, '44 , " ' , t~ . rP%~r4 Al~ +'4 :A JOB NO. )R4- - F-gs SHT. NO. 4 0 F TESTING nATE COLOR DIET BY DEL DATE SPLICEIS~ '18 4.f"' Hafer Steel Co. 3913 M!"I.. cle." Amw Son Di"o. CaliforaJs MtO pho.. 211-SSIS d A A , "0,4 'I ~! r. i 'N ~j ~4 7, lii"T Aix 4 w i r v, *i e-t .8 RQU46RITIM . LN 3;;z' or-"F— LOCATION _6S F— 6)7 Ezj~) CONTRACTOR OETAiLSFOR E~ENIT3 LOCATION UNIT TOTAL IZE LEND TM I MARK JGR~ADE SHAPE NOTES ACCESSORIES CHAI Rs I-. '-0 1:0 3,1k -5 9-(o 513 6 f-- RI 6 (-1 r -T 20 - (_9 41 ~ ~ -- --- . V -4 (6- -7 5(( o 0-f" &-:w, Cnp F-wob (0 ~4 '4 I - - po "4 4, lsqc-,-a~- LOCATION CONTRACTOR OF TAILS Hafer Steel Co. 3915 NWI— ON. RMW son Dim.. Calu."d, no" Ph... 291-ISIS M. V.3 Joe No. TESTING FIATF COLOR OFT 91 SPLICFI~—i `4 DEL DATE LOC-T,~;—, F- Cc-) P UNIT NO. -FT 0 1 A'L SIZE LENGTH MARK GnADE SHAPE NOTES ACCESSOPiES -5 4+0 C.A1.s BLOCK '-3 i?I6:-qr 1-4( -r. 0 44-7 9-(o E513 5 IS U (0-7 Z-7 5* +ig c. 3' -0 4' APCNIrFC~_ f/ 191SWSS10 C0-1,, THE TANNER COMPANIES —PUC-1-10N 3052 South 19th Avenue P. 0. Box 20128 Phoenix, Arizona 85036 Telephone (602) 262-1360 DATE: -S-1 - 14 Mkh)---~-~JDA GNCINAOS CA, FOR YOUR: 0 0 TPAC DIV. CONTRACT NO: r1Z JEMEN:, 0 t WE ARE SENDING HEREWITH 0 UNDER SEPARATE COVER ARCH. APPROVAL ENG. APPROVAL APPROVAL USE AND FILE (AS NOTED) COPIES OWG. NO. DATE T I T L E U -q4 fQAMIN~ PLAN ION5. -P-Z P1 T I 6riop opwc,6. YFL. 6HT. PLEASE RET URN ONE PRINT(S) OF EACH, APPROVED OR APPROVED AS CORRECTED NO LATER THAN 8 - 2.3 -,54-TO FACILITATE PRODUCTION. IREMARKS: P LE- A G E- NOTC- VEPIPIrATION GriT- F-i 9 k)i;-conwr)1 A Gunter Rohf1eisch Project Drafting Coordinator Sincerely, ;~TfH COMPANIES TPAC DIVISION G-LINTER ROHrLDSOH he Tanner Companies, Prestressed Concrete Divislon 3052 So. 19th Ave.. P.O. Box 20128. Phoenix. AZ 85036 (602) 262-1407 R-ECEIVED PW AUG 13 1984 OHEET OF 1he Tonr*r C*Ejpp0*"qWMwft9ss&d MWm 3052ScxA i9thAvvx*.P.0.9w2Di28, Rxer&.Adzow &UM, (602)262-1360 ENGIKEERING DEPARTMENI T-PAC TELEPHONE CONVERSATION RECORD WHO WHAT WHERE WHEN HOW WHY ~JOB NAME: Poinsqttia Bridge T-PAC JOB NO. 9695 DATE: B-6-84 TIME: 9:30 a.m. Gunter Rohfleisch (T-PAC) CALLEDMIZAKLIOXZY: Al Kercheval OF:—Kercheval & Associates TELEPHONE NUMBER: (619) 571-0520 CALL RETURNED BY/TO: DATE: TIME: SUMMARY OF CONVERSATION: 1 Slab connection at bents on sheet 11 shows a clearance of 1-2" As per TPAC's request this was changed to I". 2. 41.-" from center line of bents and abutments, to center line of dowels have been changed to 6~, to allow more concrete cover between 4" diameter hole and end of beam. APPROVED' COP*y CC: Bill Corn L--f-n,4 r- Al Kercheval Ted Gutt Norm Steward, Z z 0 z ~- LU u :E V) LL4 0 LLJ < z Z z o U, Z — v a co Cl) Cc c L.0 c c! 1 c U. uj uj, -- -.1 c C~ co cc V 'T C! L kV.~3' 7-C3 Q C-1 V) Ll\ I --lc~,.i , ~~— AT 6c, fit f I A- A, AT F-ACIA 9 1 CP~ 'o CZE A ~5 k-0 Z:,t \-Z:14-~Z~ O,c Z., ZA"? Vm-V., wv~tk)F-o L ~oz LLJ LW w cr 0 C) I oz \ZO<. co zj CV) Z f0i a) cc U V~ to LU 0,1 z 0 C! c LL: cc -Illy (-n Ld CDI C~) D-~ I i p z cc 0 -U:E 4f LU t ul oil V) Z z < 0 co u I (0 01 LQ u 0) .C~ c c U~ cl ccl cc ,z 9 A-4- -71 CLG P-- ALUMA STRONGBACKS @ 4' 0" on center 32' 0" -- use 2 @ 16' 0" 47 X 8"woodbeam - cut to fit continous from end to end 48' + 4' X 8" cap beam accross tower EL~V. 70--- ALUMA BEAM 37' 0" use 2 @ 10' 611 & 16 1 011 space @ 2' 0"on center . Bolt to vertical stro ngbacks @ each joint. 4' X 2' SHORING TOWER Approxmate 24' high - Typical lo E LEV. I ALUMA BEA14S 37' 0" use 2 @ 10' 6'1 & 1 @ 16' 0" --- Space @ 16" on center. Bolt to vertical strongback @ each joint. C L E V 5-0 LC\/ - 60 ELE~ - E6. -ELE T ELEV. 46 M~41-q E73 (~G_CAS_ '-T T r, __ A I /Review Authority please 1hi s drawing carefully. it nts ourinterpretation of tract documents. However cast concrete fabricator no responsibility for the y of the information shown contract documents and/or ctural and structural Irawings. This is the Ibility of the buyer. noted to thecontrary. on kwing, when It is returned view and/orapproval I It Assumed that all informa-wnherein has the affirma- the reviewing authority. !nt changes to information i these drawings after ibmissionand review considered as contract 2 3 4 5 6 2. Camber Is inherent In all pre-stressed concrete construction and varies due to spans and loading conditions. it shlulo be allowed for in determining elevations for floors, screeds, door$, topping thickness etc. All individual members do not have identical cambers and are subject to PCI tolerances. I ". I "- LOC AT B 8`0 CON—, - IN DE70~~ SLA~~ Z "11D9-'AN #5(6o)x I -z Ae, z__GID. C ;1-0' O.G - e, IN ON Lf Q-,,tE-;29) 0-4 (60) 04Lf C) V G ONL D_ V C41 r eOLE: -3GII 0.0. ~~ (n 1~71 I N' 9-10C 77 ~ I I f4 (60) X_ V- G_ (D T?1`_0,C.(5ENL) AS 111=0 J, G AN FIN. &C. G-,H 0- -1 ,99- A5J'MG~ r, &Q_=CT ONL-r 2 I )J 2 C -I I I V _~_ 7~ vi.. `%_d - . - - — i -- I QTI~ERS_ I LS= 57- (T,, H E-QG f~PM(~. jOLAN 5f OTH;71Z D I V A, APPROVED FOR PRODUCTION (D(P DATE ISSUED: $MT. NO. Q L 6 55 3!1\/D. N C I NAS B NO. CHECKED BY T-PAC 5175 N CASA GRANDE 121111ARRM— TUS N. ARIZ RANC~CU AMON A X` MESTRESSIED CONCRETE DMISION 1.2) ."M CAP 1-5 51 CA NO. REVISIONS DATE] DATE DRAWN BY THE TAN— COMPANIES XV S 19TH AA —.0-1. ~OENIX ARIZ IIS'ISS CA 4 6 3 1 GA.0 .11 1 5 'Alt 7777=7777_77 IM '2'+" 0 10LE- 51 rE-A. E-,N D '21, ' Pi~' D -,c- FIN,= c I c 5000 507. FIN.= #1 11 34- 46-3 A T -2 2 4 5 6 MATERIALS PER UNIT ITEM NO REQ'D voT -A 2 '~70 1 -55 1 3 1 I?- - 52- 4 G52 671 Q'i 1~ (r) c~ 9 It 0 Ay C., ~16 -E- 'Aq__ Cs-, "I . I I I B ! I c B c ~C4 _0=-7A1L- SHONS vla Q~ ErND E7i:z - LOC. 620-/~'~ 1 0 (4) (;1 q-'_ -3 D D ' ifi ~f pp~ p _. APPROVED FOR PRODUCTION DATE ISSUED: NO. REVISIONS DATE DATE DRAWN BY /4,5 1-.1 TAIII COMPANIES S W-E low .11 -ENIX. A- ~j_ I N S c', s SHT. NO. T-PAC 5175 N CASA GRANOE -. 121.1 All- ANC- A--.A CA 111. AUG 71904 CHECKED BY 2 3 4 777, 777 MATERIALS PER UNIT ITEM no REQ'D V01 D A- vo , 1) 0B I G 32. opul 4-G 1-1 67R ~14 ,(60) (a?) ~:v x I'-G ------------- 8'- 0 11'2 L 0 ATERIALS PE UNIT ITEM NO R[Q'D _V70 I _5B G~bl G, B 2 C, Pu /4 rqq 1 5— ~x NG" 571c) kN 5:-: E. rl x I 0 HOL2 -IN 610C~efIL5 A B I I'- F"!Z!, 10P A D) 17TI I ON, L: OC) C) ~t7 MATEMALS PER UNIT rnm I go MID VOID A j L vo ID B 6131 (~_I IZ Go eie~2 STI P. ? #~- (6o) x I ~-G 52 31 cIr ~T -1 Cvf4ft_ 10G 2 3 4 5 6 A , ~2~Q =i A)pi IGRAL IN7-0. _510NN __5 _1 SHT '8_ R-:-Ql p -7. %SN B oE_ D D F--7-V.Dl.RIRo"uCTlON I DATE ISSUM. NO REVISIONS DATE DATE DRAWN BY A 5r E TANNER COMPAN- .S I—AIV 1. so—ZE E.IX.AR.Z.— fOl N S= A SHT. N JOB NO. CHECKED BY T-PAC IS N C SA GRANOE T 51 PlIESTREMFI) CONCRETE 01VISIC00 USCON. ARIZ RANCHI7I CUCAIVION" CA SIM 2 3 4 6 2 3 4 6 ION' ~fOP E:LAI~70~',E-S!C rA~5 441-9 STA,T& Q= C4L!=-b1Pi\JI'A P--"- 0~- -A716", IT' PANSF'OP, I '2H X_ j G'-1 I:G+ Gil MIA, A 0. ~ADS A UN 17S (NON-GANDA, '2 1 VOID N/ 151, ILONG, 7~,'~E:A~:0 4` ~7u N'J- EA. ~7N 0 rAD L 1') SH 1 LOOS=' 70 JOSS F 7~ 10" k1 &N) CAOS (j'-CM_X 1_~DXJt fAD),_ I DAD5 70 5-= ~:J- 5 pq 16 Eq- 4F 5(60) VOID- _5_ ci All B _C4 GO) B VIC - - - - - - - - - - - - - - L ---------- _j - BA PS '4 _-3 BASS CLPt. 9 132 p RE J, 4 /M), [1 u r 2!- VZ ]~c (D 0 L10 6 "2 fl 5PC_p_"2'1 E, I La 0'2101" 6,P. -V-2 SAN D '~>ICAL ET.-S R~S N D APPROVED OR PRODUCTION r DATE ISSUED: - NO. REVISIONS DATE DATE DRAWN B SHT. NO. ' FF 071R, THE ANNER C01PAIES ' S"T. A. T7 y LAN PC -rol AF~ ~FNIX A- JOB NO. CHECKEDBY 6175 W CASA GRANDE H- "I I US M A.'Z MANCHO CU AMMOA." T-PAC PAIMTRESSED CONCRETE DIVISION 'zz_z ------- 94 2 3 4 5 77 4 5 6 2 1 - y 'Wi l, . - IN D&C~Q 6'W,~~ S GO)X I -Z ~,Q _AL- _DE FIN. ~01 IN flEi-D RIQC.(5E~ND AS OT~=;29) _rJ9___IN IC.LD 5,Qq. E-LEV. I~OQ IRAC 12~ -,CT P = 51 0 &Q -_ -- 1=1 0 N 5~ OTHE-P IT 0.0. (1) ONL~ :)o M 0 ®r if G 12 TT'r - - - - - - - - - - - - - HOLE F-___ ----I fF Ell I N4 IN' IT --MT7' GUPT~I N - VAL-- I i i -,trf 0-1 1,E-RI5 I , I 1,-C) ~ C1 5'2 7~c DWL-- B-r 5 91"H=Rs 61- r-LAN --- ---- -1 4 CO~r, roR D A~l P U A PRODUCTION DATE ISSUED: SHT. NO. T'~ PO win 'A NO. REVISIONS DATE DATE DRAWN BY ~E TANNEP COMPANIES MW S 19TH AVE f0 NISE "A ~ LA~ 4-1 CA LE33A) 3!L\/D - IDA ENCINAS JOB NO. CHECKEDaY T-PAC TSI 75 N CAU GRANDE 12161 A.— USCON ARIZ RANCNO CUCAMONGA.CA 011" PRESTRMED CONCAETE DIVISION CA _S 5AD CA 2 3 4 6 -=77- C777 7- 71'. A GENERAL NOTES 1. Approval/Review Authority please 2. Camber Is inherent in all pre-s t ressed concreteConstruction review this drawing carefully. It represents our interp,-etation of and varies due to spans and the contract documents. However. loadling conditions. I t should the precast concrete fabricator be & lowed for In determining assumes no responsibil ity for the elevations for floors. screeds. accuracy of the information shown doors, topping thickness etc. on the contract documIents and/or All individual owbers do not architectural and structural have identical cambers and design drawings. This is the are Subject to PCI tolerances. responsibil ity of the buyer. A Unless noted to the C"trary, on this drawing, when it is returned from review and/orapproval, it will be assumed that all Informa- tiOnShoWnherein has the afflrma~ tion of the reviewing authority. Subsequent changes to information shown on these drawings after firstsubmission and review wi 11 e considered is contract changes. 1.00ATION MAO" B" E-3 G -CAB 6 MATERIALS PER UNIT ITEM NO REQ'D \vO!:) A -31 1_2 01 1~~ I ST I IQ, I GO G 5a —, I Q, I ~?, L~ffu I i 1~ 1~1 051 \4 - '5HON5 GL.'--A2=-0 viEi4 Gl,~ E~N D 671 R - LOC. 1.20* I-QQ op , ;)) . ?,' =-N (4) GSiI?- . ~- j - - -- 2,+ - Qaa P :cl = 4000 -,OD FIN,= CI c - 5000 607. FIN.= #1 W ~ 34- 4-6-3 c ro, 2 4 5 roll i2.3 4'9 HOLE- A TTfE. i4~1 AROUN.D Vo 0 -------- ------------------- J, t CA - - - - - - 7~7 - - - - - - I - - - - -- -- - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - I - - I - - - - - - - - - - - - Ilk — — — — — — --- — — — — — 4 ~7 - - - - - - - - - - ITI - - - - - - - - - - -- RIM- -- - - - - - - - - 0! D-A # 4 x 46,-~ c~ ~g-~ R4, VO I D A B I~11 I~OLE- EA AiL A El D mgm-1 c I c I D D APPROVEDF RPROOUCTION DATEISSUED:_ No. REVISIONS DATE DATE DRAWNBY TRE TANNER COMPANIES 10 AA SHT. NO. (W2) 2. 1211 9 JOB NO. CHECKED BY T-PAC 5175 N CASA GRANDE 12-AER.— , 'I Pit TUS N. ARIZ RA CUCANAONGA CA 017M D.S.- A I 1IRISTRIE.1E. CONCRETE 1 INROFNIX ARIZ -6 r1=7771= '0 2 3 4 5 6 7 ~ I -o [ -~z h -HO LN _.J?~ F1 MATERIhLS PER UNIT VO.!:) A \10 ! D 5 1 91M r1pu C1,31 GO cl!~32 ? #~- (60) x I- G 52 I Lc1r an 7- Gro I 2 z ~ 1. rl Am A 0 1 6 ;~4 4--l'- 4 A MATERIALS PER U11IT ITER NO VC) I D A vo~) GBI rj 3,? + 61, Pi 4 (60) OG I GO x n IN+ I"'$ HOLZ -IN 6,-OC~,IfILC- A-1 (z, I' s -0 — L~e, MATERIALS PER UNIT ITEM ILI REQ-0 Vc)iD A A vcQ) I D E3 G + I -ii, OPH X)5A FT N 5=-;=_ A 0 I B I r 'D D D APPROVED FOR PRODUCTION DATE ISSUED: NO. REVISIONS DATE DATE. DRAWN BY TNE TANNER COMPANIES 5 111. A~E. 10 ARIZ ISM rUJINS 91j dA '4 in, SHT. NO. JOB NO. CH KKED BY T-PAC 5175N CASA GRANDE NNy 12167AAROW My 61, FRESTRESSIED CONCRETE DMISION USCON, ARIZ RAN- CU AMONGA CA 417" 2 3 4 5 6 -7- ~,`7777777771 A B A B c A n CAL--T2AN j !ON 44 SXE- 0= CALI[:~-OPNIA oc- ~ - e= X-L- E:LAS70~!ERIC lr-OQ DE-C!Ill UNiTS A ('No~-S-ANDAP~ ) ~11Al G, I I I CA'j~L 41-o5? 1 2 4'a -REa'D J5(60)X 1'-G-- X -Z W 15' LONG T,~;2EA~;,) INJ- E:A- W~ pop& rAD Bel -i 1 0 LOOS - 0 ~-1011 &'N CA ~s J-05i X J~DX,~ FAD)- —)OAD6 70 ?6 F # -- -G(3-,QE-Q~Q y -33 - ci P - - - - - - - - - - - - - --- - - - - - - - - - L----------- -------------- L ~-3 V4- 12'4" -ALL BARS -?4" UA3 or EQUAL -L-, r2l no P/2' 14W ~,R N T-~F'ICAL. ~T_-SAN D ~OA Zo i r f1b(*D FOR PRODUCTION DAT[jsuEo: NO. REVISIONS DATE DATE qzT- DRAWN BY A~;-f' THE TANNER COMPANIES XW 8 NITH AW ' ' 'o, -7 PHOENIII.APIZIIS~ [A -Ai, T.N . JOB NO. G CHECKED BY T-PAC 5175 N C SA GRANDE HAV, 12161 ARROIN —1 T—.' ARIZ PA CHO CUCAMONGA CA 917M PRESTRESSED CONCRETE DIVISION 1-1- Zr 2 3 4 5 71. 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I ::, 47 -4 4 GQ<JUT , />~:r-d;n ;;ps ,---'-e---~,1 ~ 1 · ]., 'l';' < -- I \o 6\ i 0~JT ,., a; .. / .rr~1;__~~"'C.. v·, .Vi:11.-~ .. ,.., '_) p I I I 1::, 2i : N-:- -I sJ: I~ _ /_6)~:_ 11 ' I I I I 11i !-Ir-,,~.,_;·, (l .~,C. 1·' -!' _ , _____ .'.J._J _,J, -----L __ \ '· I 1 ,.....1,,.-...,.( ,'1 ~ :• • "-· ✓• ·-...' : • . ,, I , 2:..-)--GrOOU~ ~ ' ' I j_ , · -o..,,, o · -'r:--;.:.s j I I 1-,• - -----r-----~---- APPROVED DATE · .0 CT 3 1 1984 - --------,-_____ ,, _ ------~-- ::_ l -} A Bi C D A B C D 1 f I l ' J ,. - "I 1 11 ,..., ro ;,, II 1 1I ~-~.--;-'.I I ' • r- _ ...... ---·--, ·----;--- (; ,, ,c ~c,:.. ~ ' . - lD 11 1 . I -.. ' /-.. s•• •-" . -~- ~ 01 ~ . .. ---- . 1)11,L--'J 6 i: :..1--3/1 -,, ----; ' l1• 1 © 2 U) C\ --Q / IL_ 0 -{_~ -.l'r rl) ~ C' I. 01 -I -. r-r:,::t-"' 5--: 3 l . J 4 5 :::,. II r. u o: ;::. -._) '-r I j ._._ I 1· Si+I · vo,D A \ .1 11),t- -· _c-1 fl'-;t-_I rn -I ,:_,~ , 1 , ·vo,) A (J) f; fGJ_@.bi . =:A. E::N:) "",~ ("1) #-~ ;,< 45'-7 {fO."< .spc. 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