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HomeMy WebLinkAbout3551; POINSETTIA LANE OVERHEAD WIDENING; PRESTRESSED CONCRETE VOIDED DECK SLAB;4 S SLAB NOTES: / 1. CONCRETE: HARDROCI( 0 150 P.C.F. CONCRETE STRENGTHS 1. fci 0 TRANSFER ...............4000 P.S.I. fc0 28 DAYS - ..............4000 P.S.I. / 2. CONCRETE FINISH: TOPS TO BE FLOAT FINISH WITH TRANSVERSE COARSE BROOM OTHER TO BE FORM FINISH 3. PRESTRESSING: STRANDS TO BE AST1J A418 1/2 DIAMETER CR270 1<51 -LO—LAX- AREA = 0.153 IN2 /STRAND /7I 88GEV 8RmCR RND BRXDG2 JACKING FORCE 744 KIPS (755 JACKING) r FINAL FORCE 520 NIPS It 7•4 • \I NOTE. BURN ALL STRAND ENDS FLUSH WITH SLAB ENDS 811 DUCT 0 ~00 LE DUCT ABLE DUCT 0 AND COAT WITH EPDXY PRIOR TO UNIT LOADOIJT OF BRG. F GIRDERS to BRG. GIRDERS OF BRG ?OF GIRDERS OF BRC. o ABUT 0 BENT 2 0 BENT ABUTMT. 4 4. iiER2G . REINFORCING BARS TO BE ASTU A706 GRADE 60 STAGGER SPLICES AS REOD. FOR ALL LONGITUDINAL BARS ADJUST AS REaD. TO CLEAR ALL INTERFERENCES s. S6NOVID VOIDS FORMED WITH SLAB VOIDS TO BE SONDI0 TUBE NATERNL Ln - \i --- - --\L - - --- le I - -. - - •----- _--\ -- --_ - - - --- CZ __ \ . --- ----I.- \ ----------- - \ PO1NSBTr1A1ANE(NEW) ABUT 1 . BENT 2 'BENT 3 5., ABUT 4 PRECAST PRESTRESSED \J c5 r\J c 1 CJCRETE VOIDED DECK SLABS LAYOUT '-'-- PRESTRESSED CONCRETE VOIDED DECK SLABS 'fri/if7 11/1//> NO SCALE 12-5-011 REVISED PER COMMENTS JJR 11-5-01 ISSUED FOR APPROVAL JJR NO.DATE I RCNO & ISJ(S POMEROY CORPORATION P.O. Box 2020 (909) 657-6093 PERRIS, CALIF. 92572 .POINSETTIA LANE OVERHEAD WIDENING CITY _OF_CARLSBAD._CALIF0RNL PRESTRESSEDCONCRETEVOIDEDDECK SLAB LAYOUT ocs,EVEo ONw JJR AE NOVEMBER 2001 SCREE REV. NO. ONWO. NO. 1:~—j CHECKED ChECKED PR. ENGR. NOTED 0117L- HIEF ENGR. PROJ. NO. 0117 SHEET _ CF \— - 1 1/4 PIPE (2) 1/2 STRAND - LIFTING LOOP DETAILS ELEVATION NO SCJLE (TYPICAL FOR ALL SLABS) 'SLEEVELOCATJONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) 0 NO KEYWAY © ABUTMENT END STRANDS/( )-(401 CONT. )fl'O S ED -tw cli 0 in it - - = ir M l SPACING OF #4 TIE SETS SKEWED TIE SETS SEE DETAIL@ SIMILAR 3-il 3/4- OF SLAB 1/21 STRAND ;'-Ii 7/5W 1-11 PICKING LOOPS TS ON SKEW E DETAIL e MK 40 X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END ABUTMENT END PLAN "- EXTERIOR P.S. CONCRETE VOIDED D NO SCALE f_E I _\/ I N PAIRS 8 SPA. © 2" 8 SPA. 0 2" 1-4" 3" 3" = 1-4" 4 SECTION B SCALE: A A 49'-1 1/4"" HARK 0 THIS END 48'-7" - S-1. MARK fl MK( - jj MKKJ L (12)-INSERTS MK( . MK - -. . - - - - - ON EXTERIOR FACE (4)-12-0 X 22--2 1/2 LG. ,, . ., MK E 1 SLEEVt ~PICKING(4)PLLSS STRAND 1;;~4 (SEE SLEEVE LOCATION DIAGRAM>7' FORMING MATERIA VOIDS FORMED ' SONOVOID L DFORMED W/ SONOVOID LOCATE BENT END FORMING MATERIAL METAL FLEX Vfl I V j//SEE DETAIL ©SE11O,//3 TRANSVERS/BARS E n-p \' TTTTIITTtTTI "1 . - Oi SEE DETAIL @ SECTIONS 16" WIDE x 2' DEEP CON11NUOUS KEYWAY (3 MK(' . . CONTINUOUS KEYWAY I \ •\__ BLOCKOUT 0 TOP SEE DETAIL 0 SECTIONS "U" BARS ' 3 i?'x 3'-B 3/8' LG. SLEEVE 1 OF EACH END METAL FLEX SLEEVE I PICK - - 48-7" TOP BARS © 6" O.C. (LOCATE EA. END CONT. TOP BARS (24)-i/2"0 GR. 270 1<51 STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS 4-6" FROM EACH END (4)-GE) CONT. TOP BARS 0>- Ta1 x PARTIAL LONGITUDINAL SECTION A NO SCALE - 3/4- 1 1/4- DRAFT TYPICAL KEYWAY MK E-5 CONT. BOTTOM BARS "U" BARS 3 172-0 X 3-8 3/8" LG. (-4-0-2-)METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 45'-0" OF SLAB & VOID I-lI 7/8' 1-11 7/8' OF g OF VOID VOID 97/8' 1'-2" 1'-2" 97/8' L1.J12-5-0I REVISED PER COMMENTS 1JJR Ao 1 1_5_01 ISSUED FOR APPROVAL I JJR NO. i DAlt f PE'4S k IJES I Ry APP, POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 LLIJ PERRIS, CALIF. 92572 I #4flESET © 10 D.C. MAX. 16 3/4"1 3 ED SPCS SPACING POINSETTIA LANE OVERHEAD WIDENING SECTION SEE SEE SEC11ONe =1-3 7/8' "-2" CLR. CITY OF CARLSBAD, CALIFORNIA SCALE: 1/4"=1'-O LAYOUT - SKEWED TIES © BENT END I EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-i DETAIL ('7"""\ - ID" 3 ED SPCS ]ORAII 1OAIt NOVEMBER 2001 SCALE REV. N OR6 NO. CHIEF 04CR =1-0 5/8W SCALE: I/4=1'-O" ABUT END SIMIUAR EXCEPTD 04(01EV 04(01EV P6. 04CR. NOTED I O117S-1 PR. 0117 21 u 3/4'X45° CHAMFER TYP. TOP & BOTTOM -: SETS ( ( - © 10" O.C. - K SLAB TYPE "(i)" 0 SKEWED ENO(S) 1•fl I SEE DETAILe VOIDS SEE "PLAN" (3)- PAIRS & SECTION LOCATE 0 SLEEVE EA. END I - SE BARS LOCATE EA. END ______ SKEWED TIE SETS [ji SEE DETAILe SIMILAR TOP BARS © 6" O.C. I--- I I iMIIII\U I______II BENT END I FOR. DETAILS LJ SETS PAIRS BILL OF MATERIALS MARK NO. REO'D. DESCRIPTiON CD 1 4"0 X 1'-9" LO. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE 2 9"0 X 22'-2 1/2" LG. SONOVOID 4 120 X 22-2 1/2" LG. SONOVOID TD 1 3 1/2"0 X 3'-8 3/8' LG. METAL FLEX SLEEVE 12 3/4"0 FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS TD 1 18.63 9.20 ZE QUANTITY LENGTH SKETCH #4 8 48-4" STRAIGHT #4 114 5-11 3/4" SEE BELOW #4 57 4-6 3/4" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4'-7 1/4" SEE BELOW #4 12 2-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6-0" SEE BELOW 18•fl 18' 42 3/4' 27 3/4W 12' 12 fl 15'LJ5" 16.171 ] 16 43 1/4' 26 1/4 6 1i 6' 12[ 60' ALL HOOKS AS SHOWN TO BE STD. 90OR I350HOOKS REINFORCING SCHEDULE NO KEYWAY © ABUTMENT END MARK 0 THIS END MK 4"0 X 1-9" LG. METAL FLEX SLEEVE LOCATE BENT END TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS PAIRS GED 14 18.63 9.20 16~,112-5-011 REVISED PER COMMENTS JJR 16\ 11-5-01 ISSUED FOR APPROVAL I JJR OATE I WMMONS a MSUES I BY I APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 @ 10 O.C. MAX. 16 3/4" 3 EO _ #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SECTION® LAYOUT - SKEWED TIES DETAIL ('i"""' SCALE: 1/4"=1-O" - =1-3 7/8" BENT END N2- CLR. 10' 3 EQ SPCS - 1-0 5/8" ABUT END SIMILIAR EXCEPT CITY OF CARLSBAD. CALIFORNIA INTERIOR P.S. CONC. VOIDED DECK SUB TYPE "S-2" os JJR 0A1 NOVEMBER 2001 SCALE NOTED REV 110.F il NO. -2 jPR.. 041EF EVCR. _ 0117 PROL NO. SHUT_ OF_ IS1fl€.IXI -- - IU•I_I_I____ ------ BrnI_i.I - -- --------IIIwI - --- - —. — I IL . - ----c iuii I I — I OF STRANDS L / TS ON SKEW E DETAILe Lj 11 u /_F — — I 3/4 X 450 CHAMFER TYP. CR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION 8 ADEBONO 18 STRANDS 4-6" FROM EACH END SCALE: Ei , IIY' PAIRS 3 SPA. © 2" 8 SPA. @ 2" = 1-4" 3'•3" = 1'-4" 4 SECTION SCALE: 1/4"=1'-0" II .6----- <I- \ â,Y:D) 4 CONT. TOP BARS 0> ol - lit c1 'bV _I:5 wP. MK 4"Ø X 1-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END ABUTMENT END 1 LOCATE EA. END BARS @6O.C. (4)- CONT. TOP BARS SPACINGOF #TIESETS SKEWED TiE SETS _i SEE DETAILe SIMILAR {fl REINFORCING SCHEDULE 49-1 1/4" MARK SIZE QUANTITY LENGTH SKETCH KI #4 8 48'-4" STRAIGHT #4 114 5'-11 3/4" SEE BELOW #4 57 4-6 3/4" SEE BELOW #4 12 6'-0 1/4" SEE BELOW - KI #4 6 4'-7 1/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6'-0" SEE BELOW 42 3/4" J 27 3/4" 12' 12 fl 1- 16L 116 1/4" 28 1/4" 16, 6" f 12" ( 60" ALL HOOKS AS SHOWN TO BE STD. 90°OR 135°HOOKS BILL OF MATERIALS MARK NO. REDO. DESCRIPTION 1 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 40 X 1-7" LC. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS 48'-7" MK (4)-12"0 X 22'-2 1/2" LG. VOIDS FORMED W/ SONOVOID MK /I/ SL7V A (2)-1/2" STRAND FORMING MATERIAL PICKING LOOPS z(2)-9"0 X 22-2 1/2" LG. @ (4) PLACES CONTINUOUS KEYWAY - ()_K3> VOIDFORMEDW/SONOVOID nKIT Tn * .Iet,rnrr 7 SEE DETAIL 1 SECTIONS 3.4 I-. rurcM'PIL, MATERIAL -11 3)-G~~ "U" BARS 71 P3~k MK E-5 312 0 X3-83/8 LG. METAL FI EX C1 EEXIE CONTINUOUS KEYWAY -L4 @ S SEE DETAIL @ SECTIONS -SLE EVE 16" WDE x 2" DEEP CONTINUOUS KEYWAY BLOCKOUT @ TOP SEE DETAIL 0 SECTIONS ' OF EACH END PLAN "—INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE NO SCALE 48'- 7" PICK L -- BENT END FOR REINF. DETAILS © SKEWED END(S) (fl SEE DETAILe VOIDS SEE "PLAN" (3)- PAIRS - I (4) & SECTION E- LOCATE @ SLEEVE EA. END CONT. TRANSVERSE BARS LOCATE EA. END (4) (3)_(42)" MK('E: CONT. BOTTOM BARS "U" BARS 3 i'7"' X 3-8 3/8" LG. METAL FLEX SLEEVE L 54 SPACES #4 TIE SETS © 10" D.C. MAXIMUM = 45-0" PARTIALLONGITUDINALSECTION _A NO SCALE — 13/4- 1/4' DRAFT TYPICAL KEYWAY OF SLAB & VOID i-li 7/8" - 1-)1 7/8" OF OF VOID VOID 9718 1'-2" 1-2' 9 7/8' Wi SETS - © 10" O.C. (5T'TOP & 404 405 SKEWED TIE SETS SEE DETAIL @ SIMILAR Wi SETS 3-Il 3/4" OF 1 /2'fl STRAND I-li 7/8" SLAB 1'-11 7/8" PICKING LOOPS 47'-lO 1/2 47'-4 i/4 'LS_3. 11-US END MARK 0 MK - n (4)-120 X 22'-2 1/2 LG. 7 VOIDS FORMED W/ SONOVOID E-3 FORMING MATERIAL MKEIID 4"0 X 1 -9' LG METAL FLEX SLEEVE (4)- FORMED,'-" SONOVOID LOCATE BENT END 1 CONT. TRANSVERSE FORMING MATERIAL —2- BA IRS 71 --------------- --------------- 0 p.\CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS I 3 l?X 3-8 3/8 LG. I SLEEVE METAL FLEX SLEEVE PICK I "wi; SETS © 10" O.C. -- PAIRS 1- ABUTMENT END. ('4 I w.P. .11 WI SPACING OF #4 TIE SETS SKEWED TIE SETS SEE DETAIL SIMILAR ED 3-11 3/4 1/20 STRAND -11 7/8 1-11 7 PICKING LOOPS SLEEVE 4"PVC 3"PVC SLEEVE A PARTIAL LONGITUDINAL SECTION A NO SCALE - I 3/4• 114- DRAFT TYPICAL KEYWAY 54 SPACES #4 TIE SETS © 10 O.C. MAXIMUM = 45-0' g OF SLAB & VOID 1-1l 7/8' 1-11 7 (iDTOP & BOTTOM 404 405 SKEWED TIE SETS LjJJ SEE DETAILe SIMILAR wi SETS _ /1 NO KEYWAY 10 x @ ABUTMENT END MK(EI , (2)-1/2" STRAND SLEEVE / PICKING LOOPS / © (4) PLACES CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS 3A / - —E EE EEEi '"- 16' WIDE x 2" DEEP CON11NUOUS KEYWAY / I BLOCKOUT 0 TOP SEE DETAIL © SECTIONS (3 408 OF EACH END "U" BARS MK 4'0 X 1'-7 LG. METAL FLEX SLEEVE LOCATE ABUT. END 47'-4 1/4" PLAN — INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE " - NO SCALE 47•-4 1/4" F_ (8)- TOP BARS 0 6' O.C. LOCATE EA. END (4)- CONT. TOP BARS I 1'-2'---- 1 _ BENT END - FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAILe (3)- PAIRS LOCATE 0 SLEEVE EA. END LOCATE EA. END '-01— VOIDS SEE "P & SECTION L-.CONT. TRANSVERSE BAR (2 TOP/2 SOT) ... NOV ....... . - ------------------_---- CONT. BOTTOM BARS "U' BARS 3 17' X 3-8 3/8" LG. METAL FLEX SLEEVE - <El oi I L - -- •- I - OF 1JI STRANDS / )- CONT. / OT.óARS ;ETS ON SKEW ;EE DETAIL (D CONT. uO E TOP BARS © 6" \ 3/4' x 450 - CHAMFER TIP. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION E!III ADEBOND 18 STRANDS 4-6" FROM EACH END SCALE: 1/4"1'-O' PUN tPZ 8 SPA. © 2 8 SPA. 0 2 = 1-4" 3"3•' = 1-4 4 SECTION B SCALE: 1/4"=1-O" - REINFORCING SCHEDULE MARK SIZE QUANTITY LENGTH SKETCH #4 8 47'-1 1/4 STRAIGHT #4 114 6-0" SEE BELOW #4 57 4-7 1/4" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4'-7 3/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3-B" STRAIGHT #4 3 5-2" SEE BELOW 16 6'-0" SEE BELOW 16" 42 3/4- 27 3/4- 12' 12 16' 116. 4l/4' 28 1/4" 16" 60' 6" 11 5' 12( ALL HOOKS AS SHOWN TO BE STD. 90°DR 135°HOOKS BILL OF MATERIALS MARK NO. REQD. DESCRIPTION 1 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 4"0 X 1-7" LG. METAL FLEX SLEEVE 2 9"ø X 22'-2 1/2" LG. SONOVOID 4 12'B X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 1 3"0 X 47-4 1/4" LG. PVC SLEEVE 1 4"0 X 47-4 1/4" LG. PVC SLEEVE 4 DO UBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS J VOLUME CUBIC YARDS 1 18.63 9.20 ,c\ 117-5-0111 REVISED PER COMMENTS I JJR I I os & issjs I BY I POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 L!i PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA 2" CLR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-3" DESIGNED_ I OSAMI JJR bATE NOVEMBER 2001 scr I v. oo. I DRG. NO. SCALE: 1I4=1_0U =10 1/4" ) E0 Ioa ko. NOTED I A I0117S-3 ABUT END SIMIUAR EXCEPT 0E. SEE SECTION LAYOUT - SKEWED TIES BENT END TVI7PAIT 1j .L4 A tl..IL, 1 I PRou No. 0117 SHEET OF 1/2"0 STRAND PICKING LOOPS OF SLAB 1-it 7/8" 1'-Il 7/8 \ I A "M s OF PL STRANDS / I- CONT. / TTRS 47 IS ON SKEW :E DETAILLU PAIRS 8 SPA. 2" 8 SPA. © 2" = 1-4" 3" 3" = l'-4" - 4 SECTION B SCALE: 1/4"=l'-O" 47'-10 1/2- 47--4 1/4" MK~~A 12)-INSERTS MK - - 1N EXTERIOR FACE (4)-12"0 X 21'-7 1/8' LG. --4j" (2 -1 2- STRAND (SEE SLEEVE LOCATION DIAGRAM) VOIDS FORMED W/ SONOVOID PICKING LOOPS CONTINUOUS KEYWAY FORMING MATERIAL MK~~ @ (4) PLACES SEE DETAIL @ SECTIONS VOID FORMED W/ SONOVOID Typ 4'-0" //CONT. TRANSVERSE FORMING MATERIAL 1 '- 17- TYP BARS WIDE x 2" DEEP L KOU © SEE DETAIL © SECTIONS - OF EACH END "U" BARS CONTINUOUS KEYWAY (3)-G~ - - i!' X3'8" LG. SLE 21 -- I CONT. J ! TOP BARS 0> - it \ 3/4" X 450 SECTION - 2 CHAMFER T. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS C /l- DEBOND 18 STRANDS 4-6" FROM EACH END SCALE: O 7-A, , 18L 42 3/4" 1 2" 12" 27 3/4" Li is- 8" 16' _118. 43 1/4" (') 28 1/4" 18" 6" f - 8" 60" 12"1 ALL HOOKS AS SHOWN TO BE STD. 90°OR 135HOOKS BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION CD 2 40 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 12 3/4"o FERRULE LOOP INSERT, 3 1/4" LONG 2 9"0 X 21'-7 1/8" LG. SONOVOID 4 120 X 21-7 1/8" LG. SONOVOID (13 4 DOUBLE 1/2" STRAND PICKING LOOPS 6"-I I- BENT END (8)- TOP BARS © 6" O.C. LOCATE EA. END CONT. TOP BARS -------------------------------- (3). CONT. BOTTOM BARS OF SLAB & VOID I-li 7 I MARK 0 THIS EN - - - 4"O X 1 -9" LG. METAL FLEX SLEEVE LOCATE BENT END I REINFORCING SCHEDULE MARK SIZE QUANTITY LEHC14 SKETCH KiDL #4 8 47-1 1/4" STRAIGHT #4 114 5"-11 3/4" SEE BELOW #4 57 4-6 3/4" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 47 1/4 SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5-2" SEE BELOW #6 16 6'-0" SEE BELOW NU0KEYWAY SEE DETAIL © SECTIONS METAL FLEX SLEEVt I PICK __ I i'-2"-"- I SETS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS PAIRS 1 17.88 8.83 -- O U) A l2-5-01j RE,ISED PER COMMENTS JJR - &11-5-011 ISSUED FOR APPROVAL J,JR - DATE RL',4DDS & IS€S BY POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 3 EO Sl #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING =1-3 7 CITY OF CARLSBAD. CALIFORNIA "2" CLR. EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-4" DESIGNIE J,JR DATE NOVEMBER 2001 SCMJ REV. NCL I DR NO. - DCCICW . NOTED 0117S-4 CHEF ENC. PROj NO. SHUT _ Tt SLEEVE LOCATIONS (EXTERIOR FACE ELEVATION) (NOT TO SCALE) . CONTINUOUS KEYWAY SEE DETAIL @ SECTIONS 41 MK 40 X 1-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END LLLI 404 SPACING OF #4 TIE SETS SKEWED TIE SETS [_J SEE DETAILe SIMILAR 3-11 3/4 PLAN "- EXTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE NO SCALE 47"-4 1/4" BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAILe VOIDS SEE "PLAN' (3)-' PAIRS - (4) & SECTION - LOCATE © SLEEVE EA. END LOCATE EA. END NT. TRANSVERSE BARS 20 TOP/2 SOT) MK E-5 3 1 2 0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES _#_liE SETS © 10 O.C. MAXIMUM = 43-9_1/4" PARTIAL LONGITUDINAL SECTION A NO SCALE - 13/4- 34L 1" N N 11/4. DRAFT TYPICAL KEYWAY UJIJ SETS - © 10" O.C. 7mln!!mil,!mi ~il 4 I - - Iu.II - ---- -- — ___ II - _ - • Iiiuiia I - --I I\I\ © 10" SEE SECTION e = 12 5/8- LAYOUT - SKEWED TIES © BENT ENDS DETAIL 1 SCALE: 1/4"=l"-O" - 404 405 SKEWED TIE SETS [_JJ SEE DETAIL@ SIMILAR (8)- MK 4"0 X 1-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END 1/20 STRAND PICKING LOOPS 3-11 3/4 OF 1-13 7/8 SLAB 1 '-117/8" A a1_!•lli N, • 1" m ill - OF STRANDS CaNT. OTTERS & 4 7/8" .ETS ON SKEW LL1J EE DETAIL P oe AIRS 8 SPA. @ 2" 8 SPA. @ 2" = 1-4" 3"3" = 1'-4" 4 SECTION B SCALE: 1/4"=1-O" - PARTIAL LONGITUDINAL SECTION A NO SCALE - 3 3/4" OF SLAB & VOID 1-11 7/8" I-Il 7 SETS 11 @ 10 O.C. 1/4" DRAFT TYPICAL KEYWAY / L X 450 2 CHAMFER TYP. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS '8 ADEBOND 18 STRANDS SECTION 4-6" FROM EACH END SCALE: 11111 U-0 S2 I TOP BARS 0> © 6" 21 --- issi I_IUIUIIi! -_JIIIlIIW3 It _,,i IIllIi -____-- IL. '. tIhIL _ PAIRS CD o —J BENT END FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL (3)- PAIRS LOCATE © SLEEVE EA. END LOCATE EA. END 404 405 SKEWED TIE SETS SEE DETAILe SIMILAR LL & SETS c. 11NUOUS KEYWAY DETAIL © SECTIONS \ SPACING OF #4 TOE SETS I a I SKEWED TIE SETS L!L-J SEE DETAILe SIMILAR 64"-1 F BENT END 47"-10 1/2" MARK © THIS END - ....0 "S-5 47'-4 1/4" -64" MK MK (4)-12"0x-7 VOIDS FORMED W/ SONOVOID MK - G. ( PICKING LOOPS 2) 2)-1/2 STRAND CON11NUOUS KEYWAY FORMING MATERIAL " FORMED W/ hNOVOIDFl--7__ LOCATE BENT END 0 (4) PLACES CONT TRANSVERSE FORMING MATERIAL TYP rSL4/ /BARS* 7 ---------------------------------- r ------------------------------- 0 -------- -------- -------------- ---------------------- ----- - --- ------ -------------------- ---------------- --------------- ------------------------ L ---------- 11; ---------------- - --- ------- 16" WOE 2 DEEP\ CON11NUOUS KEYWAY 4.'""BLOCKOUT©TOP CONTINUOUS KEYWAY MK (E----5) 3/8" LO SI" EEVE SEE DETAIL © SECTIONS I'-OF EACH END SEE DETAIL 0 SECTIONS U BARS METAL FLEX SLEEVE pic 47-4 i/( 6T0P & REINFORCING SCHEDULE MARK SIZE OUAN11TY LENGTH SKETCH #4 8 47'-11/4- STRAIGHT #4 114 5-11 3/4" SEE BELOW #4 57 4"-6 3/4" SEE BELOW #4 12 6'-0 1/4- SEE BELOW #4 6 4-7 1/4" SEE BELOW #4 12 2'-0 SEE BELOW #4 4 3"-8" STRAIGHT #4 3 5'-2" SEE BELOW 16 6-0" SEE BELOW I6"fl 42 3/4" L_ I I2• 2" 27 3/4" irL 1 16* 43 1/4- 1. I- 281/4* 80" 6" fl1 8" 12" ALL HOOKS AS SHOWN TO BE SM. 90°OR 135°HOOKS BILL OF MATERIALS MARK NO. REOD. DEScRIP11ON 2 40 X 1-9' LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 2 9"0 X 21'-7 1/8" LG. SONOVOID 4 12"0 X 21'-7 1/8' LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. Wi'. TONS VOLUME CUBIC YARDS CED 7 17.88 8.83 ZL\,02-5-Oil REViSED PER COMMENTS JJR &111-5-011 ISSUED FOR APPROVAL JJR "M I OA1E I mmslws & tssms 6Y FP. POMEROY CORPORATION PLAN "— INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE s-)" NO SCALE 47-4 1/4" VOIDS SEE (4) & SECTION ( TOP BARS © 6" O.C. LOCATE EA. END (4)- ,/8) CONT. TRANSVERSE BARS /7- CONT. TOP BARS (2 TOP/2 BOT) 1' 1- : : : : Ef: :i:: : : i: :•: : : : :: :f:: : : :-iL : : : i'ir: :t: : :f: Hi:: :1f: "" MK( CONT. BOTTOM BARS "U" BARS 3 17'W X 3-8 3/8" LG. METAL FLEX SLEEVE 403 54 SPACES 4 TIE SETS © 10" O.C. MAXIMUM = 43-9 1/4" P.O. BOX 2020 (909) 657-6093 II L!JJ PERRIS, CALIF. 92572 #4 DE SET @ 10" O.C. MAX. 2 SPCS 6 3/4" 3 EO SPCS SPACING POINSETTIA LANE OVERHEAD WIDENING SEE SEC11ON = 12 5/8" =1-3 7/8" CITY OF CALIFORNIA LAYOUT - SKEWED TIES @. BENT ENDS 2 CUR.INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-5" DETAIL ::IIIII I JJR 0*18 NOVEMBER 2001 SCM.8 I REV. Na DR* NO. ________ Ip*. c. I NOTED JO117S-5 SCALE: 1/4=1-0" cmw DCR. - J PROj NO. 0117 - SIIEfl BENT END PLAN "- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-6)" NO BENT END' FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAILS W.P. { Lu-] ;SPACING OF 94 TIE SETS *ikk JINII1 al 2I /4" X 450 CHAMFER TYP. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS SECTION 8 18 STRANDS 4-6" FROM EACH END SCALE: 1/4"=1-0" OF /_ STRANDS / -CONT. / TTORS & 05 /r TS ON SKEW E DETAILe LU-] ' IaPAIRS 8 SPA. @ 2" 8 SPA. 0 2" = 1'-4' 3" 3" = 1'-4" 47 SECTION ('\ SCALE: 1/4"1'-O" 01 CONT. II I T 00 is- OP BARS 0> - 01 0 6" 47-10 1/2 MARK 0 THIS END MARK 47•-4 1/4" . UOUS KEYWAY I. MKJ'l VOIDS FORMED W/ SONOVOID FORMING MATERIAL MK ETAIL 0 SECTIONS (4)-12"o X 21'-7 1/8" LG. METAL FLEX SLEEVE I PICKING LOOPS It @ (4) PLACES 7C0NflNU0US KEYWAY (4) VOID FORMED W/ SONOVOID 7/ (2)-1/2"' STRAND Z (2)-9"ø X 21-7 1/8" LG. F 7 ~ LOCATE BENT END SEE DETAIL © SEC11ONS CONT. TRANSVERSE FORMING MATERIAL I I i - /BARS - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - C) r =mz= - - - - - - - - - - - - - - - - - - -- -- 3 kjBLOCK0UT©TOP CONTINUOUS KEYWAY 16- WIDE 2- DEEP SEE DETAIL 0 SECTIONS CONTINUOUS <ESYONS 3'-8 3/8' LG. END "U' OF EACH BARS A METAL FLEX SLEEVE METAL FLEX SLEEVE PICK LOCATE ABUT. END j -- 47'-4 1/4" I REINFORCING SCHEDULE SIZE QUANTITY LENGTH SKETCH #4 8 47"-1 1/4" STRAIGHT #4 114 5'-11 3/4 SEE BELOW #4 57 4'-6 3/4" SEE BELOW #4 12 6'-0 1/4" SEE BELOW #4 6 4-7 1/4" SEE BELOW #4 12 2'-0" SEE BELOW #4 4 3'-8" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6'-0" SEE BELOW '1" ] . 42 3/4" L I 27 16 16" 43 1/4- 12" 28 1/4" 16" 6 1) 6" 60" 121 ALL HOOKS AS SHOWN TO BE SID. 90°OR 135'HOOKS BILL OF MATERIALS MARK NO. REQ'D. DESCRIPTION 2 4"0 X 1-9" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 1 3"ø X 47-4 1/4" LG. PVC SLEEVE I (E-a)j 1 1 4"ØX 47-41/4" LG. PVC SLEEVE I PARTIAL LONGITUDINAL SECTION A NO SCALE - 13/4- 1/4 DRAFT riTicAl KEYWAY TOP & ov BOTTOM SLAB & VOID 1-11 7/8" I-il 7/8" 9 OF 9OF VOID VOID & SETS 1'-2" 97/8' © 10" O.C. - - SKEWED liE SETS [3J SEE DETAIL 1 SIMILAR - '- [3J 2 9'0 X 21-7 1/8" LG. SONOVOID &46 SETS 4 12"0 X 21'-7 1/8" LG. SONOVOID TOP BARS 0 6" D.C. 4 DOUBLE 1/2" STRAND PICKING LOOPS TABLE OF SLAB REQUIREMENTS 1[IJII 1fijjIT 1 PAIRS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS 1 1788 883 if if L\,112-5-011 REVISED PER COMMENTS JJJH J &111-5-01[ ISSUED FOR APPROVAL JJR \ \\ \ NO. I DATE I REMOD4S A 09E5 BY I APP. POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 J LL3-] PERRIS, CALIF. 92572 3 EO SPCS 1SPACING 4 TIE SET POINSETTIA LANE OVERHEAD WIDENING =,1'-3 7/8" CITY OF CARLSBAD, CALIFORNIA 2 CI.R. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-6" 0EGI DRAN4 J,JR JOATE NOVEMBER 2001 SCALE REV. 110, 1 DRAG. NO. . . - NOTED 0117S-6 D€CXED_ CHECKED NOTED I CHEF CNDR _ . PR NO. 0117 SKEWED TIE SETS ______ J [j0 SEE DETAILe SIMILAR 3-11 3/4" SLAB 1/2"0 1/2"ø STRAND I-il 7/8 1-11 7 PICKING LOOPS Th\.. 3PVC J \ A A mimilom U.' - - -I- - I-----I © 10 O.C. MAX. 2 SPCS SEE SECTION = 12 5/8" LAYOUT - SKEWED TIES @ BENT ENDS DETAIL 1 SCALE: 1/4"=1-O" - REINFORCING SCHEDULE SIZE QUANTITY LENGTH SKETCH #4 8 48'-4 STRAIGHT #4 114 5-11 3/4- SEE BELOW #4 57 4'-6 3/4" SEE BELOW - #4 12 6'-01/4" SEE BELOW #4 6 4'-71/4- SEE BELOW - #4 12 2'-0" SEE BELOW - #4 4 3'-8" STRAIGHT #4 3 5'-2" SEE BELOW - #6 16 6-0" SEE BELOW 116' 42 3/4" 27 3/4 12" 12" r'- 16. 431/4- 28 1/4 is, 6• (""""""""' 612'f 60" —ALL—HOOKS—AS SHOWN TO BE STD. 90R HHir± rti"i1 En III II I I III L"---.lI1 -. L TOP BARS 0>- iH - IIL"- © 6" L± PAIRS 8 SPA. © 2" = 1-4" 3"3" 8 SPA. 0 2" = 1'-4" 4 SECTION ("\ SCALE: 1/4"=1'-0" (24)-1/20 GR. 270 KSI STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS 4-6" FROM EACH END C" OQI OF STRANDS T 0 T RS T/ 405 ETS ON SKEW LLlj .EE DETAIL @10"O.C. MAX. 18_EQ SPCS _SPAcING POINSETTIA LANEOVERHEAD WIDENING LANE CITY _OF_CARLSBAD._CALIFORNIA LAYOUT SEE SECTION =1-3 7/8" I -_ SKEWED _TIES @ BENTEND 2 CLR. EXTERIOR P.S. CONIC. VOIDED DECK SLAB TYPE "S-7" DETAIL "'1-0 5/8" CHECKM ________________________________________ 10" _3EOSPCS j,IR _NOVEMBER2001 SCALE ) REV. w OR% N SCALE: 1/4"=i'-Q" — ABUT END SIMIUAR EXCEPT) _ NOTED _O117S-7 Q4 (14CR. RRO.L NO. 0117 OF SHEET___,_ SECTION _C SCALE: i/4"=1'-O" — - 49'-i 1/4" _..J MARK 0 THIS END j H-1 S-7 48'-7" .4(_ MARK SLEEVE LOCATIONS A _____ (EXTERIOR FACE ELEVATION) MK O2NSERTS (4)o X 22'-2 1/2" LG. , - - - - - - -____ . - -2— (2)-1/2" STRAND çs ON EXTERIOR FACE ,-/ VOIDS FORMED W/ SONOVOID 4"0EII NO KEYWAY SLEEVE PICKING ,,, ,,(SEESERTLOCT1OGRM) ,, //f FORMING MATERIAL ¶IOD FORMED WI SONOVOID 1'-7"--I CON71NUOUS KEYWAY 0 ABUTMENT END 7 7 ' LOCATE BENT END SEE DETAIL _0_ SECTIONS ,/ / TRANSVER7 FORMING MATERIAL I 406 - / W.P. - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 T_ - - - - - - - - - - j L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j _ _ _ Oi 4'-O" 4-0" ,, : f CONTiNUOUS KEYWAY MK / ç-4'-6" I CONTINUOUS KEYWAY (3)- 408 MK() I iyp { 3 -O ""H1 SEE DETAIL ©SECTIONS 4"0 X 1-7" LG. 7 R \ 16" WIDE x 2" DEEP SEE DETAIL 0 SECTIONS "U" BARS METAL1 X3'-8 3/8" LG. METAL FLEX SLEEVE J BLOCKOUT 0 TOP LE SLEE P KSE VE LOCATE ABUT. END .f -i'-4 - OF EACH END 48'-7" I 1'-2"--- ABUTMENT END PLAN '-'-- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(-7)" BENT END NO SCALE _j I 48'-7" " FOR REINF. DETAILS 0 SKEWED END(S) SEE DETAIL (8)- 601 TOP BARS 0 6" O.C. '-01— . VOIDS SEE PLAN.. & SECTION rc_l~ (3)- 406 PAIRS LOCATE 0 SLEEVE EA. END - LOCATE EA. END (4)-GE) LOCATE EA. END NT. TRANSVERSE BARS CON OP BARS TOP/2 BOT) 3/4"X45° I1_- CHAMFER TYP. c'J CONT. BOTTOM BARS U BARS 3 1/2 0 X 3'-8 3/8" LG. 402 METAL FLEX SLEEVE 54 SPACES # TIE SETS 0 10" D.C. MAXIMUM = 45-0" PARTIALLONGITUDINALSECTION _A NO SCALE — I 3/4- 3/1" 1" N 1/4" DRAFT TYPICALKEYWAY OF SLAB & VOID l'-Ii 7/8' 1-I1 7/8' LLJJ OF SETS VOID %Io 1-2" - 0 10" D.C. I- - - ------ --- ---- IIIII1! II— -II------ - ----I'--- BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION 1 4"0 X 1'-9" LG. METAL FLEX SLEEVE 1 4"0 X 1'-7" LG. METAL FLEX SLEEVE 2 9"0 X 22'-2 1/2" LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 12 3/40 FERRULE LOOP INSERT, 3 1/4" LONG 4 DOUBLE 1/2" STRAND PICKING LOOPS SKEWED TIE SETS [_J SEE DETAIL (@ SIMILAR G6TOP& SETS WI SPACING OF #4 TIE SETS SKEWED TIE SETS SEE DETAILe SIMILAR 3-11 3/4' OF 1/20 STRAND 1-11 7/8' SLAB V-11 7/8" PICKING LOOPS A A TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS PAIRS 1 18.63 9.20 ILtJI2-5-Oli REVISED PER COMMENTS I JJR I PMEI REjS1S & ISMS I By I POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 LLJJ PERRIS, CALIF. 92572 O4 TIE SET 47-10 1/2 - MARK THIS END 1 - REINFORCING SCHEDULE 47'-4 1/4" _________________ MARK SIZE QUANTITY LENGTH SKETCH MK() " #4 - 8 47"-1 1/4 STRAIGHT A VOIDS FORMED W/ (4)-12"0 X 22'-2 1/2" LG. - - . - - - - - - #4 114 6'-0 SEE BELOW •NO KEYWAY ABUTMENT END • / )2ND (4) PLACES CONTINUOUS KEYWAY FORMING SON0VD VOID FOREw 0D EIAYFLftE ! OCATE BENT END #4 6O ::: BELOW SEE DETAIL 0 SECTIONS CONT. TRANSVERSE .3 /BARS FORMING MATERIAL #4 6 4'-7 SEE BELOW STRAIGHT NSVERSE ..... .... ....... ... ....... ... f------------------------------- -------- -- ------------- 11 f 4" SEE BELOW ...... .. 0UEAY 16" 16 423/4" 6'-O" SEE BELOW 4"ØX1'-7" LG. TT"BLOCKOUI@TOP SEE DETAJLSEC11ONS 'U" BARS 3-8 3/8 LG. 27 3/4" SEE DETAIL @ SECTIONS METAL FLEX SLEEVE OF ABUTMENT END METAL FLEX SLEEVE PICK I 12 12 LOCATE ABUT. END 47_4 1/4" _V-2j ie"116. 431/4" ABUTMENT END PLAN '"'- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "('S-8">" BENT END 281/4- PIA N - P, 'LU]' SPACING OF #4 TIE SETS "- - - - - 47-41/4 - - - - - - —" FOR REINF. DETAILS @ SKEWED END(S) SEE DETAIL IS" 6 f -) ICC - 6O 6 12 r ALL HOOKS AS SHOWN TO BE STD. 90°OR 135"HOOKS 601 TOP BARS @ 6" D.C. LOCATE EA. END 0; VOIDS SEE "PLAN" (3)- PAIRS & SECTION -- LOCATE @ SLEEVE EA. END - 401) VE LOCATE EA. END CON —TOP BARS (4) ONT. TRANS RSE BARS BILLOFMATERIALS MARK NO. REQD. DEScRIP11ON _ 1 X 1-9" LO. METAL FLEX SLEEVE (4)4 (3) 408 MK CONT. BOTTOM BARS "U" BARS METAL FLEX SLEEVE LG. ________ 1 4"o X l'-7" LG METAL FLEX SLEEVE TD 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 54 SPACES #4 liE SETS 0 10" D.C. MAXIMUM = 45-0" (105 SKEWED TIE SETS _____ SKEWED TIE SETS SIMILAR . IfL W A ..0 )/O I..'.,. Mr- IPL r LA 3LC.C.VL 1 4"0 X 47'-4 1/4" LG. PVC SLEEVE LU-I SEE DETAIL SIMILAR PARTIA_L__G___ SCALE A__________ LU] SEE DETAILS • NO 1 3/4" TOP & —(8)-(K)SETS 3-1134" / ______ BOTTOM- TOP BARS 0 6" 0. C. / 1 30 X 47-4 1/4" LG. PVC SLEEVE SLAB I 4, i.. ' SLAB & VOID r 1' J --- 1/2"0 STRAND -1-117/8__1-117/8" J -1'-117/8" _1'-117/8"- L.6- - -- -- __. - PICKING LOOPS I i.. VOID SETS ( N bHl,4" 97/8"1'-2"-1'-2"91/8" 0 10"' D.C. -- --- - - ii 1 PAIRS TABLE OF SLAB REQUIREMENTS A SLEEVE DRAFT 4PVC SLEEVE E- 13 TYPICAL - u--i MARK MAKE APPROX. . TONS VOLUME CUBIC YARDS _1\_v_ -_1-- T 1 1863 920 iH-(4)-CONT. CA I1-L. (r'11 -= == -- --?I --_z._-----_ _L\I S12-5-01 REV1SEDPER COMMENTS _JJR TOP BARS 0> '- - - I . . H - 0 .L 11-5-01 ISSUED FOR APPROVAL JJR © 6" s. L A Ll - - - - --- --- ___- - _4\ N DATE -_a __Dv _,pp. lIffQt POMEROY 'POINSETTIA LANE OVERHEAD WIDENING STRANDS PAI KSI / PERRIS, CALIF. 92572 4MRT ET P .O. BOX 2020 CORPORA (909) 657-6093 TION #4 TIE S STRAIGHT PRESTRESS STR & 405 4-6" FROM EACH END 0*ONT. 0 10' O.C. MAX. 3 SPCS SPACING / N CITY _OFCBLSBAD._CALIFORN 8 SPA. 0. 2" A DEBOND 18 STRANDS SECTION rC SEE SECTION e IA REV. Ha TS ON SKEW SECTION _B SCALE: 1/4"=l'-O" LAYOUT -SKEWED TIES 0BENT END 2 CUR. INTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-a" :E DETAIL LU] SCALE 1/4"=1'-O" - DETAIL ())) _ SPCS 000CD I DRANNI JR _DME NOVEMBER 2001 _ PR. OM.NOTED _/ _DRNaNO. SCALE: 1/4 =1-O" ABUT END SIMILIAR EXCEPT) —_I_- 04ff 0101. - -________ PRO.L Na 0117 ItIII;I1 y MK 40 X 1'-7 LG. METAL FLEX SLEEVE LOCATE ABUT. END PARTIAL LONGITUDINAL SECTION A NO SCALE - I 3/4" H114 DRAFT TYPICAL KEYWAY OF TSLAB & VOID - 1-11 7/8" J 1-11 7/8" Or I OF TVOID [VOID I :zi © 10" O.C. LL i 404 SPACING OF #4 TIE SETS SKEWED TIE SETS [_JJ SEE DETAIL SIMILAR 1/2"0 STRAND PICKING LOOPS OF SLAB 1-11 7 3"PVC SLEEVE 4"PVC SLEEVE _ • 0 OF I PAIRS TRANDS (4) CONT. III BOTTOM BARS 8 SPA 0 2 8 SPA. 0 2" & i 05 14 71i - 1-4" I13-13-1 1I = -4" SECTION SETS ON SKEW LLJJ SEE DETAILS SCALE: - - o1I I? IJ MARK 0 I REINFORCING SCHEDULE MARK I SIZE 1 1 I.ENG1}I J SKETCH () #4 1 8 1 4T-1 1/4" I STRAIGHT 47'-lO 1/2 47'-4 1/4" 0 MKKJ MK(' I 24'-3 1/2" - (l)-9'0 X 21'-7 1/8" LG. NO KEYWAY J FORMED W/ ONOVOID I PICKING LOOPS 0 ABU ENT END 7O (4) PLACES CONTINUOUS KEYWAY J CONT. TRANSVERSE VOID FORMED W/ SONOVOID 1 (2).-1/2" STRAND ,, ,v" SEE DETAIL 0 ECT1ONS (4)—Z -"""(1)-9"0 X 22'-9 7/8" LG. 1'-7 FORMING MATERIAL /BARS FORMING MATERIAL 0 SKEWED END(S) SEE DETAIL TOP BARS 0 6" O.C. VOIDS SEE "PLAN" & SECTION (3)- PAIRS LOCATE 0 SLEEVE EA. END - LOCATE EA. END (4)-GE) LOCATE EA. END TRANSVERSE BARS CONT. TOP BARS ,~p,F20NT. TOP/2 SOT) (4) - (3).y"1 "'••"•"• MK( CONT. BOTTOM BARS U BARS 3 17'" X 3-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES # TIE SETS © 10 O.C. MAXIMUM = 45'-0- / I 16" DE x 2 DEEP BLOCKOUT 0 TOP MKE-17 CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS MK E-5 3;:?x3.83/8 MK 7SUI - LG. (2)-12"0 X 22-9 7/8" LG. 1 OF EACH END (2)-12-0 X 21 7 1/8 LG voinc rrIpuFn w/ cJrvcIIn 6 -1 I— ABUTMENT END FORMING MATERIAL U BARS I 4T-4_1/4" VOIDS FORMED W/ SONOVOID k3)- 408 I MI?L rL.A FORMING MATERIAL PLAN "— INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "('S-3)" BENT END NO SCALE 47'-4 1/4 - - FOR PFIM: DETAILS MK 4"0 X 1 -7" LG. METAL FLEX SLEEVE I LOCATE SENT END 7T o I CONTINUOUS KEYWAY I SEE DETAIL 0 SECTIONS I c"J I W.P. -' - 1j \ STRAIGHT PRESTRESS ANDS/ \6 3/4" X 450 CHAMFER TYP. (24)-1/20 GR. 270 KSI ADEBOND 18 STRANDS 4'-6 FROM EACH END SECTION rC SCALE: CONT. TOP BARS 0> - -12 1/4" 81 4-4 - - ------ !U•!_i --_I___ - - -1--- II. I :i;— H - —i---- ii II H II II..:. J1iI•L:.TJ•.T:IIIIi I I k I BY I APP. ___________________________ POMEROY CORPORATION - P.O. BOX 2020 (909) 657-6093 0 10" O.C. MAX. 3 EQ SPCS L!J PERRIS, CALIF. 92572 #4 TIE SET SPACING POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA SEE SECTION 1— 7/16" \2- CLR. INTERIOR P.S. CONC. VOIDED DECK SB PE "S-3" LAYOUT - SKEWED TIES- BENT END I I DETAIL _E9 8 3 EQ SPCS •J 1DATE NOVEMBER 2001 I scs I REV- o. 1O 1/16"CHECKED_ SCALE: 1/4'=l'-o" - ABUT END SIMIUAR EXCEPT ) N0D 0117S-3 CHEF O1 PR0 0117 404 405 SKEWED TIE SETS SEE DETAILe SIMILAR (r')TQP& (8)-6 r, SETS #4 56 15-5" SEE BELOW #4 12 6'-0 1/4" SEE BELOW #4 6 4-7 3/4 SEE BELOW #4 12 2-0 SEE BELOW #4 4 3-8" STRAIGHT #4 3 5-2 SEE BELOW (i) #6 16 6-0" SEE BELOW t-€otl 3'4 t1 L ]16 12" 12" i16L16 (:) 43 1/4" 15' Li 15' 28 1/4" 16" SO, 6" 1'l & 12"1 ALL HOOKS AS SHOWN TO BE SM. 9OR 135°HOOKS BILL OF MATERIALS MARK NO. REQ'D. DESCRIPTION CED 2 4'0 X 1-7" LG. METAL FLEX SLEEVE 1 3 1/2"0 X 3'-8 3/8" LG. METAL FLEX SLEEVE 1 3"0 X 47'-4 1/4" LG. PVC SLEEVE 1 4"0 X 47-4 1/4" LG. PVC SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS 1 9"0 X 21'-7 1/8" LG. SONOVOID 2 12"0 X 21-7 1/8" LG. SONOVOID 1 9"0 X 22-9 7/8" LG. SONOVOID 2 12"0 X 22'-9 7/8" LG. SONOVOID TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS 1 1 18.63 9.20 LOCATION OF E-5 LOCATION OF E-5 RELEASED FOR PR REVISED PER COMI ISSUED FOR APPR( 15-5" SEE BELOW 6.-01/4" SEE BELOW 4-7 3/4" SEE BELOW 2'-0" SEE BELOW 3-8 STRAIGHT 5-2" SEE BELOW 6-0" I SEE BELOW NO KEYWAY @ ABUTMENT END H 1 --- - A W.P. 13 MK 4"0 X 1-7 LG. METAL FLEX SLEEVE LOCATE ABUT. END MK (2)-12"0 X 22-9 7/8" LG. Tb" (2)-1/2-- STRAND VOIDS FORMED RN I/ SONOVOID SLEEVE PICKING LOOPS FORMING MATE L /CONTINUOUS KEYWAY 9L / SEE DETAIL 0 SECTIONS AND 16" WIDE x 2" DEEP CONTINUOUS KEYWAY BLOCKOUT © TOP SEE DETAIL © SECTIONS ~1'-T4_01`- ABUTMENT END "U" BARS 6"— ABUTMENT END PLAN - INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-8)" NO SCALE 47'-4 1/4" TOP BARS BARS © 6" O.C. / LOCATE EA. END (4)-( I ( CONT. TOP BARS - -01— VOIDS SEE "P1 (4)- & SECTION T L-.CONT. TRANSVERSE BARS j/17 (2 TOP/2 BOT) r'J PARTIAL LONGITUDINAL SECTION A NO SCALE k — I 3/4" 11 H1/4 DRAFT TYPICAL KEYWAY Jim TOP BARS 0> _ 'E-15 '- ' 1 ' k X 450 - E 15 CHAMFER . E 14 E-17 (24)-1/2"0 GR. 270 KSI I STRAIGHT E-16 E-17 PRESTRESS STRANDS DEBOND 18 STRANDS 4-6" FROM EACH END SECTION SCALE: 1/4"=1'-o"''.--' OF SLAB & VD V-11 7/8 l'-ll 7/8" oo OF OF IVOID f V 1'-2" I 1-2" 97 I -1'@ 10 O.C.-.._ (1)-9"0 X 22-9 7/8" LG. (1-9"o X 21-7 1 8" LG. - - - - - - VOID R(W(SONOVOID ( 24-3 1/2 J METAL Eli (4)-(> I 1'-7"----I LOCATE BI CONT. TRANSVERSEZ I BARS ______________________________________________ ; --1 \ -----------------------------------I -J II II --------- J------- -I ---_JI III II I I-----------------1I —W.P. - ulil ------------------------1/-------\---------------------------I---------4 =4 (/0 144 t ILI lo (11). 1 L3cC4 - I I -------_---_-/--_--- I rr'—---- H MK MK I METAL FLEX SLEEVE (2)-12"0 X 21'-7 1/8 LG. VOIDS FORMED w/ SONOVOID FORMING MATERIAL - 24-3 1/2" I (4) (3)/'I "- CONT. BOTTOM BARS U BARS 3 172M X 3-8 3/8" LG. METAL FLEX SLEEVE 54 SPACES •- - - --- " - ---------------- I - - I - IUii!!'il IUI I I IiJ1llhIW . I ____ — H -- II H ....0 - ii IIII H II H II I I! I I I-nit PAIRS L -J 1U 1/lb "12" CLR. LAYOUT - SKEWEDTIES$BENT _END DETAIL (iT' . 3 EQSPCS -1-O 7/16" ) SCALE: 1/4"=1'.-O" - ABUT END SIMILIAR EXCEPT - I1 CONTINUOUS KEYWAY I SEE DETAIL © SECTIONS I ITSLEEVE I 1-2"----1 PICK BENT END - - - - - FOR REINF. DETAILS © SKEWED END(S) SEE DETAIL e (3)- PAIRS I LOCATE © SLEEVE EA. END I LOCATE EA. END jSCHEDULE LENGTH SKETCH 47"-1 1/4" STRAIGHT c±i _#4 12 #4 4 () _#4 3 #6 16 t€otl tE 16' 16' 43* 16'[' '-1 16" 43 1/4" I_I 28 1/4" () () ALL HOOKS AS SHOWN TO 16" 60" BE 510. 9ODOR 135°I-IOOKS 6" f 6" 12"[ BILL OF MATERIALS MARK NO. REOD. DEScRIPlION 2 4"0 X 1-7" LG. METAL FLEX SLEEVE 1 3 1/2o X 3-8 3/8" LG. METAL FLEX SLEEVE 1 4"0 X 47-4 1/4" LG. PVC SLEEVE 1 3"0 X 47-4 1/4" LG. PVC SLEEVE 1 9"0 X 21-7 1/8" LG. SONOVOID (3I 2 120 X 21-7 1/8" LG. SONOVOID 1 9"0 X 22-9 7/8 LG. SONOVOID 2 12"0 X 22-9 7/Bo LG. SONOVOID TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WI. TONS VOLUME CUBIC YARDS 1 1863 9.20 IZ±,11-4-021 LOCATION OF E-5 SLEEVE JJR 1&1-2-021 LOCATION OF E-5 SLEEVE JJR IZ2 2-12-01 RELEASED FOR PRODUC11ON JJR ITERIORP.S.CONC. VOIDED DECK SLAB TYPE "S—B" A1 kIR 1DA7ENOVEMBER2001 ME jR6V. Na DIM N NOTED / 10117S-8 EMOL r. 0117 a_or_____ HI I_I_I_BY 4L4444J_Ii_ ___ POMEROY CORPORATION -, P.O. BOX 2020 (909) 657-6093 LjJi E SET PERRIS, CALIF. 92572 - _8'- 3EQSPCS SPAcING POINSETTIALANEOVERHEADWIDENING 47'-10 1/2" MARK 47-4 1/4" (6T)TOP & 404 405 SKEWED TIE SETS SEE DETAIL(g SIMILAR Wi & SETS SPACING OF #4 TIE SETS SKEWED TIE SETS [_JJ SEE DETAIL@ SIMILAR OF 1/2"0 STRAND 1-11 7/8 I TSLAB 1-11 7/8" PICKING LOOPS ft 3"PVC 4'PVC - - _i 0 OF ANDS 'G~DPAIRS (4)- IfCONT. BOTTOM BARS BSPA.02"1 8SPA.02"' ,,_=1 -4"Ii"I_1-4"47 SECTION( SETS ON SKEW LU SEE DETAILS SCALE: Drawing Master List 1-211210-1- '/7/uZ Project Title POINSETTIA LANE OVERHEAD WIDENING Project Number: 117 Reference: Drawing No. Drawing title . - - Status Distribution Date APP APN R&R SUB C G P PM E L-1 Voided deck slab layout 2 V V V 12/12/01 S-i Voided deck slab type S-i 3 V V V 1/9/02 S-2 Voided deck slab type S-2 2 V V V 12/12/01 S-3 Voided deck slab type S-3 4 V V V 1/9/02 S-4 Voided deck slab type S-4 3 V V V 1/9/02 S-5 Voided deck slab type S-5 2 V V. V 12/12/01 S-6 Voided deck slab type S-6 2 V V V 12/12/01 S-7 Voided deck slab type S-7 3 . V V V 1/9/02 S-8 JVoided deck slab type S-8 4 V V V 1/9/02 D-i I PC Voided slab details VI V V 1/9/02 Note: 1) (Distribution list) C- G- P E- PM- Consultant General Contractor Production department Engineering Project Manager _ -4'-6' V-0 . ABUT INSERTS - 10 SPC © 4'-0" = 40'LO" LEEVES - 31 SPC © 1'-6" = 46'-6"- II 'II II ll' PLAN VIEW GIRDER S-i 3'-0' 1'- 1 BENT SERTS - 11 SPC © 4'-O" = 44'-O" EEVES - 30 SPC © 1'-6" = 45'-0' 1 h 2" BENT BENT S ABUT - E-18) 1 1/40 )< 12" LONG PlAco FLEX SLEEVES F-18'H--18 cf, " . !ThPIThP . . + cli I1) PLAN VIEW GIRDER S-4 PLAN VIEW GIRDER S-7 II II ll A (1 A EEVES - 31 SPC © 1'-6" = 46'.-6"-- JSERTS - 10 SPC © 4-0" = 40'-O' 3/4"0 FERRULE LOOP ± . . . 3 1/4" LONG TYPICAL ELEVATION SLEEVES TIED TO / LONGITUDINAL BARS II TYPICAL SECTION BENT II APPROVED FOR JAN 09 2002 CONSTRUCTION TE -— lpo/OD- Z111-7-021 RELEASED FOR PRODUCTION I JJR NM I DATE I REVSO6 & 9SSUM BY I APP POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 - POINSETTIA LANE OVERHEAD WIDENING CITY OF CARLSBAD. CALIFORNIA PRESTRESSED 'CONCRETE VOIDED DECK SLAB DETAILS DCSCN DRAMA JJR "lE JANUARY 2002 SCAA. REV. A. DRWC. No. iiiiiiii -. NOTED 01170-i 0117 IN.I1 OF I 1 '— /• kii::i PAIRS STRANDS (4)-a CONT. BOlT ARS 8 SPA. 2" 8 SPA. 0 2" — 1-4" 13"3" = 1-4 4 SECTION SETS ON SKEW LLi SEE DETAILe SCALE: TOPBARS (8)-601 06" I— - ii (QE .-J 49'-1 1/4 MARK 0 THIS END REINFORCING SCHEDULE 48-7 __________________ MARK SIZE OUANTTY LENGTH SKETCH () #4 8 48'-4" STRAIGHT 1L (4)-ø X 22'-2 1/2 LG. MK - — - MK E-2 - — ii I—h METAL FLEX S (2)-1/2 STRAND (SEE DRAWING "D-1) i VOIDS FORMED W/ SONOVOID (2)-9"o X 22 -2 1/2 LG. 1-7"— PICKING LOOPS NO KEYWAY SLEEVE Jo FORMING/"l CON11NUOUS KEYWAY FORMING MATERIAL , VOID RWALONOVOID LOCATE BENT END 12 6 -01/4" ::: BELOW 0 ABUTMENT END SEE DETAIL @ SECTION CONT. TRANSVERS ED 71. I 12 BELOW \\ (r ELOW :I \ _- #4 4 3 -8 STRAIGHT ___ ___ . I ..I/j\L L .j I I ------------------- CON11NUOUS KEYWAY WIDE x DEEP METAL FLEX SLEEVE CONTINUOUS KEYWAY " METAL FLEXSLEEV SLEEVE LG. PICK SEE DETAIL @ SECTIONS 16. 1 16" 12" LOCATE ABUT. END 48-7 1'-2"-- j- J -9-1 15' 8. ABUTMENT END PLAN — EXTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "( s—i)" BENT END 3 1/4" NO SCALE ---------- 16-p -- -------- FF 48-7" FOR REINF. DETAILS 28 1/4 I SKEWED END(S) 60" — nfl SEE DETAIL 12'1 ALL HOOKS AS SHOWN To (8)- VOIDS SEE PLAN (3)-6 PAIRS . 6 BE STD. OR 1 HOOKS TOP BARS © 6" O.C. I (4)/35\ & SECTION LOCATE 0 SLEEVE EA. END / LOCATE EA. END (4)-() ';t (4 CON?"1 'ANSVERSE BARS "c-' N"S LOCATE EA. END _j1: 7" CONT. TOP BARS _________ ,k7o2 TOP/2 BO) . BILL OF MATERIALS DESCRIPTION ST __________________________ ________ ____________________________ ___ APPROVED F( RMARK NO. REOO. H U 9 Z002 2 4"0 X V-7" LG METAL FLEX SLEEVE CONT. BOTTOM BARS U BARS 31X 3'-8 3/8" LG. 2 9'0 X 22'-2 1/2" LG. SONOVOID Wi METAL FLEX SLEEVE * - CONSTRUCT i'ø X 22'-21/2" LG. SONOVOID SPACING OF #4 TiE SETS 54 SPACES #4 TIE SETS 0 10 0.C. MAXIMUM = 45--0- 1 3 1/2-0 X 3'-8 3/8 LG METAL FLEX SLEEVE SKEWED TIE SETS LU—J SEE DETA e 1 SIMILAR PARTIAL LONGITUDINAL SECTION SKEWED _____ 4 DOUBLE 1/2" STRAND PICKING LOOPS 1 NO SCALE SEE DETAIL(D SIMILAR CD 12 3/40 FERRULE LOOP INSERT 3 1/4" LG. 3-11 3/4• 3/4 1" OF BOTTOM- TOP BARS 0 6 SETS {3 32 1 1/8"0 X 1'-0" LC. METAL FLEX SLEEVE PICKING LOOPS OF 9 OF I------------- ISSUED FOR APPROVAL - Ii IflI 1 I - ;----- ___ I- - I X 45° \.--, 'P.O. BOX 2020 (909)657-6093 ;7 E-4 CHAMFER T PERRIS, CALIF. 92572 24)-1/2"0 GR. 270 KSI TRAIGHT PRESTRESS STRANDS 010" O.C. MAX. 3/4" 3 EQ SPCS #4 TiE SET SPACING POINSETTIA LANE OVERHEAD WIDENING ADEBOND 18 STRANDS SECTION SEE SECTION =1'3 7/8" "2' CITY OF CARLSBAD. CALIFORNIA 4-6" FROM EACH END - LAYOUT — SKEWED TIES © BENT END I CLR. EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-i" SCALE: 1/4"1'-O" DETAIL lO" 3 EQ SPCS J OE0QD DRA1 JJR I I1t NOVEMBER 2001 J SCALE I NOTED REV. Na OR I (II) =1-0 5/8" . - I 10117S-1 SCALE 1/4"=1'-O" — ABUT END SIMIUAR EX 0117 CHU DCR PfMXL NOL 1/2"0 STRAND PICKING LOOPS 3-Il 3/4" OF SLAB 1-il 7/8 1-11 7/8" £ £ I - OF STRANDS CONT BOTTuARS / ------- SETS ON SKEW SEE DETAILLUJ KiE " IPAIRS 8 SPA. @ 2" 8 SPA. 0 2" = 1-4" 3" 3" = 1-4" 4 SECTION rB SCALE: 1/4"=l'-O" — TL PARTIAL LONGITUDINAL SECTION A NO SCALE — 13/4' i . OF SLAB & VOID I 1-11 7/8" I'-ll 7 N 9 7/8" 1'-2" 1'- © 10" O.C. 1/7 DRAFT TYPICAL KEYWAY L 21 u I ' I - — \/4" X 450 CHAMFER TYP. (24)-1/2"0 GR. 270 KSI STRAIGHT PRESTRESS STRANDS/l- SECTION C ADEBOND 18 STRANDS __ 4'-6" FROM EACH END SCALE: 1/4"=1 _ _OO Ifl 1(1 ell .8 III e4; - L a.I1,-.- - A-. .A A..-,) CONT. Llo TOP BARS 0> RE 0 6" - - 21(01 (2~11 #4 56 15-5" SEE BELOW #4 12 6'-0 1/4" SEE BELOW #4 6 4-7 1/4" SEE BELOW 406 #4 12 4 - 2-0" SEE BELOW #4 3-8" STRAIGHT #4 3 5-2" SEE BELOW l6 16 6'-0" SEE BELOW 1 314t0- 16.rLJ 16 ' i. 16.r 16 p 431/4" j 28 /4 16" 60" ALL HOOKS AS SHOWN TO 6" I 6" 12"1 BE STD. 9OOR 135'MOOKS BILL OF MATERIALS MARK NO. REO'D. DESCRIPTION 2 4"0 x 1'-7" LG. METAL FLEX SLEEVE 1 3 1/20 X 3-8 3/8" LC. METAL FLEX SLEEVE 2 9"ø X 21-7 1/8" LG. SONOVOID 4 12"0 X 21-7 1/8" LG. SONOVOID 4 DOUBLE 1/2" STRAND PICKING LOOPS 12 3/4"0 FERRULE LOOP INSERT 3 1/4" LG. 31 1 1/8"0 X 1-0" LG. METAL FLEX SLEEVE TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS CD 1 17.88 8.83 MARK 0 THIS END REINFORCING SCHEDULE MARK 1 SIZE QUAN1ITY LENGTH 1 SKETCH #4 8 47'-1 1/4" STRAIGHT 47'-10 1/2" 47'-4 1/4" MKKEJ'L INSERTS AND SLEEVES MKi - - ON EXTERIOR FACE (4)-12"0 X 21'-7 1/8" LG. rSLEEVE (2)-1/2-' STRAND _,1(SEE DRMMNG "D-1") VOIDS FORMED W/ SONOVOID -P1 KING o P FORMING MATERIAL 1C &s5 CONTINUOUS KEYWAY ,-V(2)-9"ø x 21'-7 1/8" LG. / / I SEE DETAIL 0 SECTIONS (4)-2L -' VOID FORMED W/ SONOVOID I TRANSVERSE FORMING MATERIAL 4-1('"BLOOUT@TOP SEE DETAILOSECTIONS (3)/CONTINUOUS KEYWAY —MK SL 1 - OF EACH END "U" BARS J_.? -83/8 LG. METAL FLEX SLEEVE I PICK 6'—j 1- 47'-4_1/4" j- BENT END PLAN '-'— EXTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE NO SCALE 47'-4 1/4" TOP BARS © 6" O.C. - / 407 / LOCATE EA. END (4)- ONT TRA CONT. TOP BARS TOP/2 E __ -- SPACING OF #4 TIE SETS - SKEWED TIE SETS SEE DETAIL@ SIMILAR O 10" O.C. MAX. 2 SPCS SEE SECTION @ 12 5/8" LAYOUT - SKEWED TIES @ BENT ENDS DETAIL 1 SCALE: 1/4"=1'-O" — . CONTINUOUS KEYWAY SEE DETAIL G SECTIONS CO < C', MK 4"0 X 1-9" LG. METAL FLEX SLEEVE LOCATE ABUT. END (4)- "IBOTTOM - - limimi II - -- MK Th\ \ 4"0 X 1 -7" LG METAL FLEX SLEEVE LOCATE BENT END I 0 CONTINUOUS KEYWAY I SEE DETAIL 0 SECTIONS I CONSTRU III I lii i--I8"1W I --- 1-7-02 INSERT AND SLEEVE LOCATIONS JJR 12-12-01 RELEASED FOR PRODUCTION JJR II 12-5-01 REVISED PER COMMENTS JJR / 11-5-01 ISSUED FOR APPROVAL JJR UI NO. I DATE REVISIONS & ISSUES By APP POMEROY CORPORATION P.O. BOX 2020 (909) 657-6093 I [JJ PERRIS, CALIF. 92572 I #4 TIE SET 3/4" 3 ED SPCS J SPACING POINSETTIA LANE OVERHEAD WIDENING =1-3 7/8" CITY OF CARI.SBAD, CALIFORNIA 2" CLR. EXTERIOR P.S. CONC. VOIDED DECK SLAB TYPE "S-4 04E01E0111 O#*Ii JJR E0(Th _ DATE NOVEMBER 2001 _PR. •. SCACZ NOTED REV. NO. CRRC. NO. 01175-4 cx&F Dim. PRO.0 NO. 0117 BENT END FOR REINF. DETAILS 0 SKEWED END(S) lfl SEE DETAIL VOIDS SEE PLAN (3)- 406 PAIRS & SECTION LOCATE 0 SLEEVE EA. END VERSE BAR LOCATE EA. END APPROVED F( U q UuZ MK(i: I 1 CONT. BOTTOM BARS "U" BARS 3 X 3-8 3/8" LG. 1O METAL FLEX SLEEVE 54 SPACES #4 TIE SETS © 10" O.C. MAXIMUM = 43-9 1/4" SKEWED TIE SETS [_J SEE DETAILe SIMILAR LJ - (8)- SETS TOP BARS © 6" O.C. / miffialm, 'I'M" Ws — ilIIhllRItIlIlA 49'-1 1/4"" 48-7" (4)-12"0 X 22'-2 1/2" LG. VOIDS FORMED w/ SONOVOID MK -3 FORMING MATERIAL .- 407 (4)- (2)-90 X 22-2 1/2" LG. VOID FORMED W/ SONOVOID 1-7"- CONT TRANSVERSE - FORMING MATERIAL ---------z---------ii ----------------------------------I I :T 7 r - - I T AA INSERTS AND SLEEVES -) L ON EXTERIOR FACE -22 (2)-1/2" STRAND (SEE DRAWING "D-1") SLEEVE PICKING LOOPS 0 (4) PLACES CONTINUOUS KEYWAY SEE DETAIL 0 SECTIONS CONTINUOUS KEYWAY SEE DETAIL © SECTIONS "U" BARS H I 31/2 0 X 3-83/8 LG. II CONTINUOUS KEYWAY SEE DETAIL © SECTIONS SLEEVE I SLEEVE I METAL FLEX I PICK I 48-7" 12" 12" 12" ;6.EF4T°16. 16*16 8 43 1/4" 28 1/4" 16" 60" ALL HOOKS AS SHOWN TO 6" f) 6" 12"J' BE STD. 90°OR 135°HOOKS BILL OF MATERIALS MARK NO. REOD. DESCRIPTION 2 4"0 X 1'-7" LG. METAL FLEX SLEEVE 2 9"0 X 22-2 1/2" LG. SONOVOID 4 12"0 X 22'-2 1/2" LG. SONOVOID 1 3 1/2"0 X 3-8 3/8" LG. METAL FLEX SLEEVE 4 DOUBLE 1/2" STRAND PICKING LOOPS 12 3/40 FERRULE LOOP INSERT 3 1/4" LG. 32 1 1/8"o X 1-0" LG. METAL FLEX SLEEVE PARTIAL LONGITUDINAL SECTION A NO SCALE - I 3/4 J . 1/4" DRAFT TYPICAL KEYWAY gOF SLAB & VOID 1-I1 7/8" 1-11 7/8 EEEJ OF g Or VOID VOID 97/8" 1-2" 1-2" 97/8 I @ 10" O.0 CONT. III h-..iill TOP BARS 0> - - Ii(8)-KD © 6" Y-. -. 21 (It _ F - - - W. 4" X 450 CHAMFER 1 (24)-1/2"0 GR. 270 KSI /1__ STRAIGHT PRESTRESS STRANDS ADEBOND 18 STRANDS SECTION ___ (I) 4-6" FROM EACH END SCALE: l/4"1'-O" i 0 OF L1 / STRANDS / :4)-<cONT. / OTTC¼RS / l47 SETS ON SKEW SEE DETAIL LU .1 I I I I I I I I EM 1 PAIRS. 8 SPA. 0 2" 8 SPA. 0 2" 1-4" 33'" = 1'-4" 4 SECTION B SCALE: -" - - - ED < c' In -I MK 4"0 X 1'-7" LG. METAL FLEX SLEEVE LOCATE ABUT. END NO KEYWAY ABUTMENT END \ 16" WIDE x 2" DEEP ,. 'BLOCKOUT © TOP i'- r OF EACH END 6- ABUTMENT END PLAN "- INTERIOR P.S. CONCRETE VOIDED DECK SLAB TYPE "(S-7)" NO SCALE [MARK © THIS END 1 S-7 - MK 4"0 X 1 -9" LG. METAL FLEX SLEEVE LOCATE BENT END fl I I REINFORCING SCHEDULE HARK SIZE QUANTITY LENGTH SKETCH KI #4 8 48-4" STRAIGHT #4 56 15-5" SEE BELOW #4 12 6-0 1/4" SEE BELOW #4 6 4'-7 1/4' SEE BELOW #4 12 2-0" SEE BELOW #4 4 38" STRAIGHT #4 3 5'-2" SEE BELOW #6 16 6-0" SEE BELOW BENTEND FOR REINF. DETAILS © SKEWED END(S) SEE DETAILe cil w.p.I SPACING OF #4 TIE SETS - SKEWED TIE SETS SEE DETAILe SIMILAR 3-11 3/4" OF SLAB 1/20 STRAND I-li 7/8 1-11 7/8" PICKING LOOPS 1\ I I - APPROVED F JAN U 9 ZUÜZ CONSTRUCTI SKEWED TIE SETS SEE DETAIL@ SIMILAR L] SETS 4 TABLE OF SLAB REQUIREMENTS MARK MAKE APPROX. WT. TONS VOLUME CUBIC YARDS PAIRS 1 18.63 9.20 0 En 1-7-02 INSERTS AND SLEEVES LOCATION JJR - - 12-12-01 RELEASED FOR PRODUCTION JJR - - 12-5101 REViSED PER COMMENTS JJR - 11-5-01 ISSUEDFORAPPROVAL JJR - - NO. DAN REMS A I5&I(S NY APP - POMEROY CORPORATION ,- P.O. BOX 2020 (909) 657-6093 PERRIS, CALIF. 92572 #4 TIE SET 0 10"D.C. MAX. I _3/4"13EOSPCS _SPACING POINSETTIALANEOVERHEAD WIDENING SEE SECTIONS =1-3 7/8" \ CITY OF _CARLSBAD.CALIFORNIA LAYOU_T - SKEWED _TIES@_BENT_END C. EXTERIOR P.S.CONC. VOIDED DECK SlAB TYPE "S-7 DETAIL 10"J_3 EDSPCS J DEWGM J~,,~~jR I° _NOVEMBER 2001 i SCME REV. NO DRAG NO. =1-0 5/8" ABUT END SIMIUAR EXCEPT) CHECKED JPR. _-' SCALE: 1/4 1 'O" - _ 1_N0D 0117 J _(0117S-7 - - QR (NOR. PROD NO OF