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SS9901-SP05011161, *10 -MK 1002 @6" ELEV 416.15 PLAN @ ELEVATION 416.15 SEE DRAWING 2 FOR WALLS AND CHANNEL 3" CLEAR - TO DOWEL 3" CLEAR TYP TO DOWEL � e . ed .t . P17 P16 d P15 a. P14 t a ELEV 412.98 *5 -MK 501 @48" STANDEE *7 X 27 -4 @6 *7 X 25 -10 @6" b- -vi- TYPICAL DOWEL I PROJECTION CLEAR TOP A. a I CLEAR BOT & SIDES *7 X 25 -10 @6" *7 X 27 -4 @6" *7 X 25 -10 @48" DROPPED TOP BARS SECTION THRU BASE SLAB & PADS REINFORCING SCHEDULE - 38" THICK BASE SLAB MAIN REINFORCING @12" TOP B01 56 *7 X 25 -10 @6" BOT (LOW LAYER) @12" 53 *7 X 27 -4 @6" BOT (UPPER LAYER) S03 7X7 *5, -MK 501 @48- STANDEES (UNDER DROPPED) TOP BARS) T04 56 *7 X 25 -10 @6" T0P "(URF'Eft `LAYERS 407 DROP 7 BARS @48" FOR USE AS SUPT BARS T05 53 *7 X 27 -4 @6" TOP (LOWER LAYER) DOWELS 507 2X50 *10 -MK 1002 @6" OWLS OF C108 2X45 *10 -MK 1002 @6" DWLS OF D09 2X38 *7 -MK 703 @6" DWLS IF D10 2X35 *7 -MK 703 @6" DWLS IF D11 19 *4 -MK 404 @12" DWLS TO PAD D12 19 *5 -MK 505 @12" DWLS TO PAD PADS P14 9 *4 X 18 -2 @12" TOP P15 19 *4 -MK 406 @12" TOP P16 5 *4 X 18 -2 @12" TOP P17 19 *4 -MK 407 @12" VERT P18 1 *4 X 18 -2 LW HZ 2X1 *4 -MK 408 SW HZ (1 ES) ACCESSORIES ON GRADE 49 PCS 3" CONCRETE DOBIE BLOCKS @48 "0 /C UNDER BOT BARS .0121 al NJ V LIM NJ 0191 HE O17 26 D —0 C IB F B D A T CD H G C B E F KI- APPROVAL /REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY THIS DRAWING REPRESENTS THE SELLER'S INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE SELLER ASSUES NO RESPONSIBILITY FOR THE DESIGN OR THE INFORMATION SHOWN ON THIS DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY UPON THE DRAWINGS RETURNED FROM APPROVAL, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREON HAS THE AFFIRMATION OF THE BUYER & APPROVAL AUTHORITY. AFTER THE FIRST SUBMISSION CHANGES TO INFORMATION SHOWN ON THIS DRAWING WILL BE CONSIDERED AS CONTRACT CHANGES. ALL DIMENSIONS & ELEVATIONS MUST BE STRICTLY ADHERED TO OR STEEL WILL NOT FIT. REPORT ANY DISCREPANCIES TO SELLER IMMEDIATELY. SELLER'S REINFORCING STEEL PLACING DRAWINGS ARE INTENDED TO SUPPLEMENT PRO,ECT DRAWINGS. AND SHOULD BE USED IN CO JUCTION WITH THEN. BACK CHARGES OF ANY NATURE FOR CORRECTIVE WOW OR REPLACEMENT MATERIAL WILL NOT BE ACCEPTED UNLESS AUTHORIZED BY SELLER. COSTS INCURRED WITHOUT THE SELLER'S PRIOR APPROVAL WILL BE FOR THE BUYER'S ACCOUNT. N0. I DATE I MADE BY DESCRIPTION PLOT SCALE. 1/4" = 1' 0" PRINT RECORD 17nQ ADDDn\i©i n om 101010A - '3: yea orkrshiteetural Review A ��rr is far general conformance with Plans aMa .ens only. Gray en ! ee revs same no,, clearly no ns tree F racom v ;ae nn. been r�vrt wed. Review „hail �IN 11D nY 9t1iWLP. e^%�ti£ia C""'CK Cr dotalied dimensions or :a u L 0" s®iN2 to relieve the Pra02Ver of c ntra;iva! u'10' !NCy {c' any nrrnr or devieien it n contract cs i<:: enis. CAN -f ER CONSTRUCTiO' INN Dole t "OP )RAWiNG REFERENCE N0 L? Ens s Pii7'r to tP ,rs dam„ ,J C; 7 a?3.r% ti.� 42 n Orr r G{ �?< ny .JCt!t tn- �r r nM coa:i;vction- U cr trades,- and his, `v vi tS ALL REINFORCING ASTM -A615 -GRADE 60 U.O.N. LIFT STATION BASE SLAB & PADS CONTENTS THIS SHEET CO -MET STEELS DALLAS, TEXAS WAREHOUSERS & FABRICATORS OF REINFORCING & STRUCTURAL STEEL CUSTOMER CANFER CONSTRUCTION PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS LOCATION COPPELL, TEXAS ARCHITECT ENGINEER TURNER COLLIE & BRADEN INC. DRAWN BY CHECKED BY CONTRACT NO. SHEET NO. GSM 12/1/04 1 1 1 455200 1 O17 26 D —0 C IB F B D A T CD H G C B E F KI- APPROVAL /REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY THIS DRAWING REPRESENTS THE SELLER'S INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE SELLER ASSUES NO RESPONSIBILITY FOR THE DESIGN OR THE INFORMATION SHOWN ON THIS DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY UPON THE DRAWINGS RETURNED FROM APPROVAL, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREON HAS THE AFFIRMATION OF THE BUYER & APPROVAL AUTHORITY. AFTER THE FIRST SUBMISSION CHANGES TO INFORMATION SHOWN ON THIS DRAWING WILL BE CONSIDERED AS CONTRACT CHANGES. ALL DIMENSIONS & ELEVATIONS MUST BE STRICTLY ADHERED TO OR STEEL WILL NOT FIT. REPORT ANY DISCREPANCIES TO SELLER IMMEDIATELY. SELLER'S REINFORCING STEEL PLACING DRAWINGS ARE INTENDED TO SUPPLEMENT PRO,ECT DRAWINGS. AND SHOULD BE USED IN CO JUCTION WITH THEN. BACK CHARGES OF ANY NATURE FOR CORRECTIVE WOW OR REPLACEMENT MATERIAL WILL NOT BE ACCEPTED UNLESS AUTHORIZED BY SELLER. COSTS INCURRED WITHOUT THE SELLER'S PRIOR APPROVAL WILL BE FOR THE BUYER'S ACCOUNT. N0. I DATE I MADE BY DESCRIPTION PLOT SCALE. 1/4" = 1' 0" PRINT RECORD 17nQ ADDDn\i©i n om 101010A - '3: yea orkrshiteetural Review A ��rr is far general conformance with Plans aMa .ens only. Gray en ! ee revs same no,, clearly no ns tree F racom v ;ae nn. been r�vrt wed. Review „hail �IN 11D nY 9t1iWLP. e^%�ti£ia C""'CK Cr dotalied dimensions or :a u L 0" s®iN2 to relieve the Pra02Ver of c ntra;iva! u'10' !NCy {c' any nrrnr or devieien it n contract cs i<:: enis. CAN -f ER CONSTRUCTiO' INN Dole t "OP )RAWiNG REFERENCE N0 L? Ens s Pii7'r to tP ,rs dam„ ,J C; 7 a?3.r% ti.� 42 n Orr r G{ �?< ny .JCt!t tn- �r r nM coa:i;vction- U cr trades,- and his, `v vi tS ALL REINFORCING ASTM -A615 -GRADE 60 U.O.N. LIFT STATION BASE SLAB & PADS CONTENTS THIS SHEET CO -MET STEELS DALLAS, TEXAS WAREHOUSERS & FABRICATORS OF REINFORCING & STRUCTURAL STEEL CUSTOMER CANFER CONSTRUCTION PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS LOCATION COPPELL, TEXAS ARCHITECT ENGINEER TURNER COLLIE & BRADEN INC. DRAWN BY CHECKED BY CONTRACT NO. SHEET NO. GSM 12/1/04 1 1 1 455200 1 SEE DRAWING 3 FOR REINF. THIS AREA 1 - 0 *7 X24-6 @12" HORZ OF H13 79 *7 -MK 712 @6" HORZ IF H14 40 *7 X 23-0 @12" HORZ OF H15 79 *7 -MK 713 T�ds HORZ IF H16 3 *7 X 4 -1 @12" HORZ OF AT PIPE ° 3 *7 X 15 -7 @12" HORZ OF AT PIPE " 37 *7 X 23 -0 @12" HORZ OF BALANCE it 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H17 7 *7 -MK 714 @6' ++ IF AT PIPE !. •'..'r 7 *7 -MK 715 @6' HORZ IF AT PIPE D 72 o �• @6" HORZ IF BALANCE 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H18 2X2 *7 X 4 -5 @12" HORZ OF AT PIPE D 2X2 *7 X 4 -10 @12" HORZ '• " 38 *7 X 24 -6 @12" H 18 OF BALANCE :° • ADDED AT OPGS (2 T &B) H19 2X4 *7 -MK 716 @6" HORZ IF AT PIPE 2X4 *7 X 4 -10 @6" HORZ IF AT PIPE 75 *7 -MK 712 @6" HORZ IF BALANCE 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H2O 79 *7 -MK 717 @6" HORZ CB OF H21 7 *7 -MK 718 @6" HORZ CB OF AT PIPE D 72 *7 -MK 717 @6" HORZ CB OF BALANCE H22 =t t *7 -MK 719 @6" HORZ CB OF AT PIPE 2X75 *7 -MK 717 • ... . qw H16 H14 ;• H17 H15 a,' •� ' Jo. •�•r o y '' °y' '" •• . •Y H13 •. ° H12 4 1 PLAN Q ELEVATION 416.15 VERTICALS V01 26 *7 X 40 -4 @12" VERT OF V02 38 *7 X 40 -4 @6" VERT IF V03 23 *7 X 40 -4 @12" VERT OF VO4 35 *7 X 40 -4 @6" VERT IF V05 3X2 *7 X 31 -6 @12" VERT OF UNDER PIPES 3X2 *7 X 6 -11 @12" VERT OF OVER PIPES 20 *7 X 40 -4 @12" VERT OF BALANCE V06 3X4 *7 X 31 -6 @6" VERT IF UNDER PIPES 3X4 *7 X 6 -11 @6" VERT IF OVER PIPES 26 *7 X 40 -4 @6" VERT IF BALANCE V07 3 *7 X 14 -4 @12" VERT OF UNDER PIPES D 3 *7 X 22 -5 @12" VERT OF OVER PIPES " 20 *7 X 40 -4 @12" VERT OF BALANCE V08 6 *7 X 14 -4 @6" VERT IF UNDER PIPES 6 *7 X 22 -5 @6' VERT IF OVER PIPES 29 *7 X 40 -4 @6" VERT IF BALANCE V09 26 *6 -MK 611 @12" TOP DOWELS D 2X24 *6 -MK 611 @12" TOP DOWELS V10 44 *6 -MK 611 @12" TOP DOWELS (25- OF:19 -IF) CING SCH HORIZONT scurf J A. d w d ..e d, A + • • - ° V ' -.•:. e, e + A' ' 4 - ••• : d. ° m0, .Z! e;• 7 e.' .d a ♦' °- ,d e SEE DRAWING 3 FOR REINF. THIS AREA ° •+a •e. D25 AA ° •° a: . ` 2" CLEAR ' d i ° ° . TYPICAL A! L--S:' FA S A p ' Jk '+ e A :a•'e. d . °A'.a� Q ''• . 1. y A D24 ". ELEV 419.32 + :.• • 8' 0 ° TYPICAL DOWEL PROJECTION C31 ELEV 41G.15 a ` -' " �. ° °. *7 -MK 703 @6" °. : a •'. *10 -MK 1002 @6" <•d -' .m .. .eC. a + ° 4° • .. +a H12 40 *7 X24-6 @12" HORZ OF H13 79 *7 -MK 712 @6" HORZ IF H14 40 *7 X 23-0 @12" HORZ OF H15 79 *7 -MK 713 @6" HORZ IF H16 3 *7 X 4 -1 @12" HORZ OF AT PIPE ° 3 *7 X 15 -7 @12" HORZ OF AT PIPE " 37 *7 X 23 -0 @12" HORZ OF BALANCE 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H17 7 *7 -MK 714 @6' HORZ IF AT PIPE 7 *7 -MK 715 @6' HORZ IF AT PIPE D 72 *7 -MK 713 @6" HORZ IF BALANCE 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H18 2X2 *7 X 4 -5 @12" HORZ OF AT PIPE D 2X2 *7 X 4 -10 @12" HORZ OF AT PIPE " 38 *7 X 24 -6 @12" HORZ OF BALANCE 4 *7 X 24 -6 ADDED AT OPGS (2 T &B) H19 2X4 *7 -MK 716 @6" HORZ IF AT PIPE 2X4 *7 X 4 -10 @6" HORZ IF AT PIPE 75 *7 -MK 712 @6" HORZ IF BALANCE 4 *7 X 23 -0 ADDED AT OPGS (2 T &B) H2O 79 *7 -MK 717 @6" HORZ CB OF H21 7 *7 -MK 718 @6" HORZ CB OF AT PIPE D 72 *7 -MK 717 @6" HORZ CB OF BALANCE H22 2X4 *7 -MK 719 @6" HORZ CB OF AT PIPE 2X75 *7 -MK 717 @6" HORZ CB OF BALANCE SECTION THRU BASE SLAB &_PADS DOWELS D24 37 *6 -MK 620 96" TOP DOWELS D 19 *6 -MK 621 @12" BOTTOM DOWELS D 2X14 *6 -MK 624 @6" TOP DWLS'AT ENDS ' 2X7 *G -MK 625 @12" BOT DWLS AT ENDS DISPLACE DOWELS TO CLEAR OPGS D25 34 *G -MK 622 @9" TOP DOWELS 34 *6 -MK 623 @9" BOT DOWELS D26 12 *G -MK 628 @10" HZ OWLS TO UPPER WALL ALL REINFORCING ASTM -AG15 -GRADE 60 U.O.N. D27 12 *6 X 5 -4 @10" HZ OWLS TO UPPER WALL PLOT SCALE: 1/4" = 1' -0" CHANNEL BASE SLAB C31 3X6 *6 X 4 -8 @6" SW AT OPGS (3 T &B EA.) " 56 *6 X 6 -5 @6" BALANCE SW (28 T &B) 2X6 *6 X 1 -4 @6" LW AT OPGS (3 T &B EE) 2X6 *6 X 5 -0 @6" LW AT OPGS (3 T &B ES) 22 *G X 18 -4 @6" BALANCE LW (11 T &B) CONTENTS THIS SHEET LIFT STATION MAIN WALLS & LOW CHANNEL CO -MET STEELS INC. 6X4 *5 X 4 -0 ADD DIAG AT OPG CORNERS (2 T &B EA) 5 *5 X 6 -5 @48" SUPPORT BARS UNDER TOP MAT 60 LF 2" SLAB BOLSTER (PL TIPPED) @48" UNDER B T BARS 10 PCS 7 -1/2" IHC'S (PL TIPPED) @481 UNDER SPT BARS CHANNEL BAFFLE WALL C32 37 *G -MK 626 @6" VOF 37 *6 -MK 627 @6" VIF 48 *6 X 18 -4 @6" HORZ (24 EF) 96 *6 -MK 622 @6" HORZ OWLS TO WALLS (24 EF EE) cno n000nX /Al n�4rititt• 10101nA DALLAS. TEXAS WAREHOUSERS &FABRICATORS OF REINFORCING &STRUCTURAL STEEL CUSTOMER CANFER CONSTRUCTION PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS LOCATION COPPELLD TEXAS ARCHITECT ENGINEER TURNER COLLIE & BRADEN INC. NO. DATE MADE BY DESCRIPTION DRAWN BY CHECKED BY CONTRACT NO. SHEET NO. PRINT RECORD GSM 1 12/1/04 1 455200 2 J PLAN @ ELEVATION 446.15 REINFORCING SCHEDULE - BASE SLAB 01 72 *7 X 34-9 @6" (36 T &B) 02 8 *7 X 3 -1 @6" (4 T &B) 03 8 *7 X 6 -6 @6" (4 T &B) 04 100 *7 X 17 -5 @6" (50 T &B) 05 14 *7 X 19 -4 @6" (7 T &B) 06 28 *7 X 19 -4 @6" (14 T &B) 07 296 *G -MK 631 @6" DWLS (EF ALL WALLS) 11 (156 -OF /140 -IF) SUPPORT SYSTEM 180 LF 3" UCHC @48" BTWN LAYERS 45 PCS 3" CONCR DOBIE BLOCKS @48 "0 /C UNDER BOT BARS : REINFORCING SCHEDULE - 12" WALLS 1 A. f A 4A e� d ., v I Al, -d • ' < f. a 4 A r. d. :•a d A A. e � v • d A ♦. A A. rr • i. • • A' d s A•- A• 4 JA WALL A 66 *5 X 10 -3 @12" VT (34- OF /32 -IF) 34 *5 -MK 532 @12" VT TOP DWLS 12 *5 X 32 -11 @10" HOF 12 *5 -MK 533 @10" HIF 24 *5 -MK 534 @10" CB OF (12 EE) WALL B 2X34 *5 X 10 -3 @12" VT (18- OF /16 -IF) 2X18 *5 -MK 532 @12" VT TOP DWLS 2X12 *5 X 17 -6 @10" HOF 2X12 *5 -MK 535 @10" HIF FIELD CUT BARS AT OPENINGS 2X8 *7 X 17 -6 ADD HZ @ OPG (2EF OVR & UNDER) 2X8 *5 X 10 -3 ADD VT @ OPG (2 EF ES) WALL C 11 *5 X 10 -3 @12" VT (6- OF /5 -IF) 6 *5 -MK 532 @12" VT TOP DWLS 12 *5 X 5 -7 @10" HOF 12 *5 -MK 536 @10" HIF 12 *5 -MK 534 @10" CB OF (AT WALL B) WALL D 5 *5 X 10 -3 @12" VT (3- OF /2 -IF) 3 *5 -MK 532 @12" VT TOP DWLS SEE WALL DWLS FROM 3'2" THK WALL 12 *5 -MK 537 @10" HIF 2" CLEAR d + MK 532 @12" TOP DWLS 2" CLEAR 0 SEE PLAN FOR REINFORCING It CLEAR EF :1*5 @12" X 1013" VEF {{ 5 @10" HEF 3" DOBIE BLOCKS @48" UNDER BOT BARS 3" UCHC @48" BTWN LAYERS MK 631 @6" PLOT SCALE= 1/4" = 1' -0" APPROVAL /REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY THIS DRAWING REPRESENTS THE SELLER'S INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE SELLER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR THE INFORMATION SHORN ON THIS DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY UPON THE GRAWINGS RETUNED FROM APPROVAL. IT WILL BE ASSLHM THAT ALL INFORMATION SHOWN HEREON HAS THE AFFIRMAATION OF THE BUYER L. APPROVAL AUTHORITY. AFTER THE FIRST MISSION CHANGES TO INFORATION SNOW! ON THIS GATING WILL BE COSIDERED AS CONTRACT CHWWIGES. CKtL, I NUN NU I t5 ALL DIMENSIONS & ELEVATIONS MUST BE STRICTLY ADUH TO OR STEEL WILL NOT FIT. REPORT ANY DISCREPANCIES TO GELLER IMMEDIATELY. SELLER'S REINFORCING STEEL PLACING DRAWINGS ARE INTENDED TO SUPPLEMENT PROJECT DRAWINGS. AND SHOULD BE USED IN CONJU CTION WITH TREM. NO.1 DATE 1 MADE BY BACK GVFaS OF ANY NATURE FOR CORRECTIVE WORK OR REPLACEMENT MATERIAL WILL NOT BE ACCEPTED UNLESS AU IORIZED BY SELLER. COSTS INCURRED WITHOUT THE SELLER'$ PRIOR APPROVAL WILL BE FOR THE BUYER'S ACCOUNT. DESCRIPTION PRINT RECORD 0 3 Imo 17 __ _lr 1 B ALL REINFORCING ASTM -A615 -GRADE 60 U.O.N. LIFT STATION UPPER BASE SLAB & WALLS CONTENTS THIS SHEET '� CO —MET STEELS INCo DALLAS. TEXAS WAREHOUSERS & FABRICATORS OF REINFORCING & STRUCTURAL STEEL CUSTOMER CANFER CONSTRUCTION PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS LOCATION COPPELL, TEXAS ARCHITECT ENGINEER TURNER COLLIE & BRADEN INC. DRAWN BY CHECKED BY CONTRACT NO. SHEET NO. GSM 12/16/04 I 455200 3 SHOWING BEAMS AND ADDED PLAN Q ELEVATION 416.15 REINFORCING SCHEDULE - BEAMS B1 16 "X27" (RE. B/26) ONE SPAN 2X 3 #7 -MK 741 (2 T &B) TOP 2X 2 ¥6 X 19 -6 MID (1 EF) 2X 3 *9 X 19 -6 BOT 2X 17 #4 -MK 442 @12" STIRRUPS B2 16 "X27" (RE: B/26) TWO SPANS 2X 3 #7 -MK 743 TOP 2X 2 #6 X 39 -8 MID (1 EF) 2X 3 #9 X 39 -8 BOT 2X 35 #4 -MK 442 @12" STIRRUPS (IN CLEAR SPANS ONLY) REINFORCING SCHEDULE - ADDED AT OPGS. A4 2X4 #7 X 10 -2 (2 T &B) A5 4 #7 X 32 -11 (2 T &B) A6 4 #7 X 29 -1 (2 T &B) A7 4 #7 X 6 -8 (2 T &B) A8 4 #7 X 7 -2 (2 T &B) A9 2X4 #7 X 24 -6 (2 T &B) A10 4 #7 X 9 -2 (2 T &B) All 4 #7 X 8 -8 (2 T &B) A13 3X4 #5 -MK 544 (2 T &B) ADD DIAG A14 30X4 #5 X 4 -0 (2 T &B) ADD DIAG SCHEDULE - ACCESSORIES 110 LF 2" BB (PL TIPPED) UNDER STIRRUPS 525 LF 2" SB (PL TIPPED) @48" UNDER BOT BARS 360 LF 4" UCHC @48" BETWEEN LAYERS 13 SCHEDULE - OUTERMOST SLAB REINF S21 10 #7 X 32 -11 @6" (5 T &B) 522 87,X 25 -7 @6" TOP #7 x - n iaPO PnT S23 8 #7 X S24 12 #7 X 12 #7 X 5 -10 @6" BOT S25 2X12 #7 X 2 -2 @6" TOP 2X12 #7 X 2 -8 @6" BOT S26 10 #7 X 9 -0 @6" TOP 10 #7 X 9 -3 @6" BOT S27 10 #7 X 5 -2 @6" TOP 10 #7 X 5 -8 @6" BOT S28 4 #7 X 29-1 @6" TOP 4 #7 X 29 -4 @6" BOT S29 6 #7 X 32 -11 @6" (3 T &B) S30 24 #7 X 24 -6 @6" (12 T &B) S31 2X11 #7 X 3 -1 @6" TOP 2X11 #7 X 3-4 @6" BOT S32 2X11 #7 X 2 -2 @6" TOP 2X11 #7 X 2 -8 @6" BOT S33 20 #7 X 24 -6 @6" (10 T &B) S34 5 #7 X 2 -10 @6" TOP 5 #7 X 3 -1 @6" BOT S35 5 #7 X 18 -0 @6" TOP 5 #7 X 18 -3 @6" BOT S36 14 #7 X 24 -6 @6" (7 T &B) S2 S2 S2 W S, f . . SHOWING MAIN SLAB REBAR PLAN @ ELEVATION 416.15 BENDING DIAGRAMS O O B TI A E C A��G F C p H KI- D B O O B TI A E C A��G F C p H KI- D B *7ngu r7W TR.R SECTION THRU SLAB S45 3X9 #7 X 7 -10 @6" TOP 3X9 #7 X 8 -1 @6° BOT S46 3X9 #7 X 8 -10 @6" TOP 3X9 #7 X 9 -4 @6" BOT S47 6 #7 X 4 -4 @6" TOP 6 #7 X 4 -10 @6" BOT S48 6 #7 X 2 -10 @6" TOP 6 #7 X 3 -1 @6" BOT S49 3 #7 X 10 -4 @6" TOP 3 #7 X 10 -7 @6" BOT S50 2X9 #7 X 10 -4 @6" TOP 2X9 #7 X 10 -7 @6" BOT S51 6 #7 X 23 -0 @6" (3 T &B) S52 13 #7 X 1 -10 @6" TOP 13 #7 X 2 -1 @6" BOT S53 3 07 X 33 -3 @6" TOP 3 #7 X 33 -6 @6" BOT S54 5 07 X 10 -11 @6" TOP 5 #7 X 11 -2 @6' BOT S55 6 #7 X 6 -7 @6" TOP 6 #7 X 7 -1 @6" BOT S56 6 #7 X 17 -6 @6" (3 T &B) Cl `%M n 000f"%\ / n 1 Mr,4. r,m #10 10 A If) A PLOT SCALE: 1/4" = 11-0" APPROVAL /REVIEW AUTHORITY* PLEASE REVIEW THIS DRAWING CAREFULLY THIS DRAWING REPRESENTS THE SELLER'S INTERPRETATION OF THE INDENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE SELLER ASSUMES ND RESPONSIBILITY FOR THE DESIGN OR THE INFORMATION SHOWN ON THIS BRAVING. THIS IS THE RiESPONSIBILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY IWUN THE DRAWINGS RETURNED FROM APPROVAL, IT WILL NE ASSUMED THAT ALL INFORMATION SHOWN HEREON HAS THE AFFIRMATION OF TIE BUYER & APPROVAL AUTHORITY. AFTER THE FIRST SUBMISSION C4OM TO INFORMATION SHOWN ON THIS DRAWING WILL BE CONSIDERED AS CONTRACT CHOMES. ALL DIMENSIONS & ELEVATIOS MUST BE STRICTLY ADHERED TO OR STEEL WILL NOT FIT. REPORT ANY DISCREPANCIES TO SELLER IMEDIATELY. SELLER'S REINFORCING STEEL PLACING DRAWINGS ARE INTENDED TO SUPPLEMENT PROJECT DRAWINGS. AND SHOULD BE USED IN CONJUCTION WITH THEM. NO.I DATE I MADE BY BACK CHARGES OF ANY NATURE FOR CORRECTIVE UK OR RE1AC@Q1T MATERIAL WILL NOT BE ACCEPTED UNLESS AUTHORIZED BY SELLER. COSTS INCURRED WITHOUT THE SELLER'S PRIOR APPROVAL WILL BE FOR THE BUYER'S ACCOUNT. DESCRIPTION PRINT RECORD 2" CLEAR TYPICAL TOP, BOT, SIDES, EDGES ALL REINFORCING ASTM -A615 -GRADE 60 U.O.N. CONTENTS THIS SHEET LIFT STATION - TOP SLABS ^\ CO -MET STEEL, INC. l > DALLAS. TEXAS WAREHOUSERS & FABRICATORS OF REINFORCING & STRUCTURAL STEEL CUSTOMER CANFER CONSTRUCTION PROJECT DEFOREST & SANDY LAKE WW LIFT STATIONS LOCATION COPPELL, TEXAS ARCHITECT ENGINEER TURNER COLLIE & BRADEN INC. DRAWN BY CHECKED BY CONTRACT NO. SHEET NO. GSM 112/20/04 1 1 1 455200 4 0