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HomeMy Public PortalAboutEast Third Avenue Widening and Seal Slough Bridge Foundation Plan No. 281201 a N A ''^^ rn V, m 1 r it/ I))I y l I n1 1 I I III II II I II N I / /7 �7 V / / / / / c4o0y�1\�t� i N i I II kb co 03 z ti N a I 29 0/a'e 9/WLSJX9 n 0 SURVEYED BOOK NO. DATE DRAWN BY RLG DATE 6-14-84 N 0, m CHECKED BY 9 DATE x'/5.84 SCALE 1" L. '50' EAST THIRD AVENUE WIDENING SEAL SLOUGH BRIDGE ADDENDUM NO. 2 UTILITIES AND WORK LOCATIONS EER G S:B4 DATE z 0 APPROVED 4 CITY ENGINEE APPROVED ‘4,16% DIRECTOR OF PUBLIC WORKS DATE SNoreIA3a C m 4150% NO. REVISIONS DATE Abut / Da/um Elev. 50.0-h PILE DATA Location Abut I Bent 2 /o Bent 6 Bent 7 Bent 7 Wingwall Bent 8 to Benue, Abut. 17 Retaining Wall PGE Tower -4Ve�4! 1 e Size /5 "Octagonal 24"05teel t.5"Octagonal 12"Square 24"0Steel 24"# Steel t.2"Square 24110 Steel Approach Slab Type 2 (Future) 0 00 e4 7(:)., ,,O ) L Rafe of' Change = R-045733% 0.45733 % per sta. 600 VC 1,060LO" 68;00 EVC E/ev 11/47 -1244% 551-d" 4 Spans 070d"=280=0" 55=d" Measured along if East Third Avenue 55=0" 8 Spans @ 70.40A1= 560L 0" ,I /00 clear 55-0 1 T iI_—J='__—�--�— `!Ir = _ _Z —_ III --Jz 41 li II Id it " III n i ll :� III III 111 II III III Bent 2 6/ Bearing 100 Ton 150 Ton 100 Ton 70 Ton /50 Ton 150 Ton 70Ton /50 Ton Bent 3 62 Specified Tip Elev. C/ass -10 /00C - 10 /50 - t.0 /00C - 5 70C /50 /50 70C „ /50 / CI - 10 - 10 - 5 - /0 Tubular Hand Railing Concrete Barrier Type 26- R=2185.25' .6=12°00'58" T=22999' L71458.29 Shoreline (/00' Contour) J i1 to n I" II 1 III III II 0 .1 t p It. II \\ I II, II N Bent 4 Bent 5 Bent 6 Bent 7 /Ben/ 8 (03 64 Rock S/ape Protection _l (Bent 7 Only) 40=0" II II II Bent 9 ;I MHW 100.71 II I 11 III Bent 10 Bent II B en t /2 Bent 13 65 66 ELEVATION C East Third Avenue 10" 710" /210" Profile Grade -2% "_b z --Concrete Barrier . Type BOA 1---\_000000 1. Raised Sidewalk (Future) si =2/ 62 0 0 0 0 0 0 0 0 AWR -Retaining Wall Type / TYPICAL SECTION 111= 10' SPAN I TO SPAN 6 co O co N �9 63 R= 2760' L.28°30'00" T -1700.95' L =1,372.87 8.0760" Approach Slab 64 Type 2 (Future) Raised Sidewalk (Future) )'I b0 Pa coy \\3 0 Clearance over Mean High Water 10 6 © Paint Seal Slough Bridge a Year Constructed 111= 501 67 Cast -in- Place Prestressed S/ab 24"0 Cast -in -Place Concrete Pile Extension /E at'f" 24"Cis Steel Pipe Pile Existing structure to remain for bicycles and pedestrians. 65 68 69 /2Z0" 12-0" 1 210 Concrete Barrier 1.0 Type BO A - Tubular Hand Railing -- -2% iII SIT t II I. Bent 14 Bent /5 Bent 16 Abut. 17 70 East Third Avenue 80'0" 7/ 0 0 0 O O C O 0 0 0 0 0 0 0 O 0 ,o Grade Concrete Barrier Type 26 -2% 0 0 0 O O 0 0 O O O O O O 0 0 0 //,9/E TYPICAL SECTION 111=101 SPAN 7 TO SPAN 16 ' Existing Structure Relocation of o New I° cation Tower Footing ° c ci O ° Ns'—Exrstiry loc\ation e, 67 6 PLAN 111=50' 69 70 FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL PERVIOUS BACKFILL MATERIAL (RETAINING WALL) STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, RETAINING WALL BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) BAR REINFORCING STEEL (PILE) MISCELLANEOUS METAL (BRIDGE) APPROXIMATE QUANTITIES 430 CY 400 CY 250 CY 665 CY 16 CY 105 CY 115 CY 5,450 CY 365 CY 705,000 LB 36,000 LB 529,000 LB 2,750 LB FURNISH PILING (CLASS 70C) 7,947 LF FURNISH PILING (CLASS 100C) 3,887 LF FURNISH PILING (CLASS 150) 13,473 LF DRIVE PILE (CLASS 70C) 74 EA DRIVE PILE (CLASS 100C) 36 EA DRIVE PILE (CLASS 150) 119 EA PILE CORROSION COLLAR 935 LF PILE TEST 2 EA PRESTRESSING CAST -IN -PLACE CONCRETE LS WATERSTOP 92 LF JOINT SEAL ASSEMBLY 232 LF ROCK SLOPE PROTECTION (1/4 TON, METHOD B) 200 CY TUBULAR HANDRAILING 1,796 LF 72 CONCRETE BARRIER (TYPE 26) 1,796 LF CONCRETE BARRIER (TYPE 50A) 1,060 LF LIGHTING LS Shoreline (/00' Contour) Thl 7 71 l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SHEET NO. INDEX TO PLANS TITLE 1 ' GENERAL PLAN DECK CONTOURS FOUNDATION PLAN NO. 1 FOUNDATION PLAN NO. 2 ABUTMENT LAYOUT ABUTMENT DETAILS RETAINING WALL DETAILS BENT 7 PLAN AND ELEVATION BENT 7 DETAILS PILE DETAILS - CLASS 150 PILE DETAILS - CLASS 70C & CLASS 100C PRESTRESSED CONCRETE PILE SPLICE DETAIL TYPICAL SECTION & TYPICAL BENT SECTION LONGITUDINAL SECTION ABUTMENT 1 TO BENT 7 LONGITUDINAL SECTION BENT 7 TO ABUTMENT 17 JOINT SEAL ASSEMBLY DRAINAGE PLAN ELECTRICAL PLAN STANDARD PLANS DATED JANUARY, 1981 A62 -B EXCAVATION AND BACKFILL BRIDGE -SURCHARGE AND WALL A62 -C EXCAVATION AND BACKFILL BRIDGE -LIMITS OF PAYMENT A75 -A CONCRETE BARRIER TYPE 50 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4'-30' B3-8 RETAINING WALL DETAILS NO. 1 B7-1 BOX GIRDER DETAILS B7-5 DECK DRAINS B8-5 CAST -IN -PLACE PRESTRESSED GIRDER DETAILS B11-51 TUBULAR HAND RAILING B11-54 CONCRETE BARRIER TYPE 26 B13-2 SLOPE PROTECTION DETAIL NO; 2 ES -7B ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -7C ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -7D ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -8 PULL BOX DETAILS CONTRACT DRAWING PRINTS NOT REARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES Raised Sidewalk (Future) - Approach Slab Type 2 (Future) Go cl Standard P/an Sheet Na Detail No. M 00 ak W I — a 0 a W W z 0 2 W F- U W 0 a a APPROVED 00 W a 0 2 O 2 W T 0 0 cc 0 J m u_ O cc 0 W W I - W wzm ti(0 0 , Z (7, o z< 0 U U' < .0 y, W W ¢ ca o W W D W N 2 cr w W 0 In U In a N co to to N— co IOQ (0 O CO N1 0 (.0w O2 — Q a: U 4 N W J U CC U N 0 f O` N- N M w 0 cc to z Q 0- _J Q CC w z w 0 0 W W a U) W F- 4 CI BOOK NO. 00 W F- 4 O m 2 3 a C 0 CHECKED BYEJg DATE 9-133 W J 4 0 In CASE 4 DRAWER SET 25 72 Mole: For General Motes see "Deck Contours" sheet. LOAD FACTOR DESIGN LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD SHEET 1 OF 18 NO. REVISIONS DATE m4 T Cr'1' tL 154' —y EDGE OF DECK 66+00.00/ EDGE OF DECK Ct BENT 10 2. BENT II GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1977 AASHTO with interims and Caltrans Supplements ) DEAD LOAD: Includes 35 psf tor future wearing surface. LIVE LOADING: HS20-44 and alternative and permit design load. REINFORCED CONCRETE: fy = 60,000 psi tic = 3,250 psi n = 9 Transverse deck slabs (working Stress Design) Is = 20,000 psi = 1,200 psi n = 10 PRESTRESSED CONCRETE: See 'Prestressing Notes' STRUCTURAL STEEL: fy = 36,000 psi Note: All grade 60 reinforcement to be epoxy coated, see "Special Provisions". 2. BENT 12 2. BENT 4 2. BENT 5 BENT 13 2. BENT 14 DECK CONTOURS STA. 60 +50 TO STA. 71+65 111= 20' NOTES: CONTOUR INTERVAL = 0.2'. CONTOURS DO NOT INCLUDE CAMBER. CAMBER LINE PROFILE LINE 2. BENT 15---r 2 BENT 16 o \ M 03 \ MATCH LINE 2. BENT 9 EDGE OF DECK EDGE OF DECK . ABUT. 17 /09 CONTRACT DRAWING PRINTS NOT REARMS THIS STAMP ARE OIsOIETE FOR CONTRACT PURPOSES Z' z Z Z Z z Q Q Q I— Q 4 Q I — a. n. z a a. o.. z Cn Cl) U) w Cn Cl) Cl) w N. N — MN. T' N. m col T' N. Cu N. Tr N. 1 G3 tai TYPICAL END SPAN TYPICAL INTERIOR SPAN TYPICAL CAMBER 10? EAST THIRD AVE M N W 'C C w V O Z W H U W O a \41 [7 Z W T O w U w o: w I- W zcr rn -z U Z < O O to • <_1 O < w¢a:y o W D w • ~ 0: v4aU CO D W wOUtia w J 0 CC U rn O 2 Q a: I. N In SEAL SLOUGH BRIDGE DECK CONTOURS M SURVEYED BOOK NO. M CJO DO is; t - a 0 n Z Q CHECKED B CASE 4 DRAWER SET 25 72 SHEET 2 OF 18 DATE REVISIONS CONTOU.2-5 e AAOTMewri 6-/4 -B4 r•" 'We •4.1 x 98.1 SLAB. 4200 PSI AT 28 DAYS L tt/7'7(/t SLAB, 4200 PSI AT 28 DAYS ABUT. I BENT 2 BENT 3 BENT 4 BENT 5 BENT 6 4.0 x 98.1 RETAINING WALL STRUCTURAL CONCRETE , RETAINING WALL STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE FOOTING WATER X 97,9 X 97 7 103 [] 104.0 x 98.2 X 105.2 97.7 EAST THIRD AVET 5.25 x 107.0 o OL -J m x .5 EXISTING PUMP S s TIO DISCHARGE LINES lD x Chi (TO BE ABANDONED) 101.7 x 98.1 NOTES: x INDICATES SPOT ELEVATION. 000.00 INDICATES BOTT. OF FTG. ELEV. ALL SUPPORTS RADIAL TO STA. LINE. NT 7 BENT 8 BENT 9 B 9 BENT 7 WINGWALL BENT 10 BENT II BENT 12 BENT 13 BENT 14 BENT 15 BENT 16 ABUT. 17 TYP. PILE EXTENSION CONCRETE STRENGTH AND TYPE LIMITS PLAN POLE WB RETAININ TYPE THIRD AVE. BRIDGE SAN MATEO 1 INCH=30 FEET CONTOUR INTERVAL: 2 FEET EXPOSURES: 101/102 PHOTO SCALE: 1:5400 THIS MAP WAS COMPILED USING A GALILEO G-6 STEREOPLOTTER FROM PHOTOGRAPHY DATED 3-8-83 AT HAMMON,JENSEN,AND WALLEN 6 ASSOCIATES, OAKLAND, CALIFORNIA 94621 LIMITS OF ROCK SLOPE PROTECTION REINFORCING FABRIC, SEE SPECIAL PROVISIONS 2' SECTION A -A SLOPE PROTECTION BUT. I + 83 75 X 97.8 0 0 x 97,7 X 98.6 x 110.6 101.00 H= 81 ELEV. 104.5 ELEV. 103.5 //AY/k R = 2,185.25 �= 12°00'58" T = 229.99' L = 458.29' APPROXIMATE LOCATION EXISTING EMID 8"4 ASBESTOS CEMENT WATER LINE (TO REMAIN) -- X II APPROXIMATE LOCATION EXISTING 97.9 12"t POLYETHYLENE RECLAIMED WATER LINE (TO REMAIN) X 97.E X 0 Q (O W J N O. co CO ya, z 0 N co N x EXISTING KOFY TRANSMITTER BUILDING 98 X X 97.9 97,9 NOTE; ELEVATIONS BASED ON CITY OF SAN MATEO DATUM t100 FEET. 100.00 9 P. 66" REIN (UNDER\ N - NOTE: CONTRACTOR TO DETERMINE EXACT LOCATION OF EXISTING WATER LINES PRIOR TO EXCAVATION AND PILE DRIVING ACTIVITIES. PILES TO BE ADJUSTED, IF NECESSARY, AS DIRECTED BY THE ENGINEER. SEE "SPECIAL PROVISIONS". ELEV. 95.0 PILE EXTENSION 4000 PSI AT 28 DAYS ELEV. 103.5 PILE CONCRETE FILL 4000 PSI AT 28 DAYS o x Roo.' X X 98.9 98,9 X 113 0 62 + O. 84 • x 103.3 TEST PILE LOCATION "B" x 103"3 TYP. ABUT. WINGWALL -PILE CORROSION COLLAR TYP. ABUT. WINGWALL � 8 TYP. PILE EXTENSION BENT 7 WINGWALL x 98.2 PG 8` E LIN 9 R = 2,760' A= 28°30'00" T = 700.95' L = 1372.87 X 98.7 „2 //0 108 /06 U) RCED CONCRETE STORM DRAIN TRU9TION) +' 103.5 103.3 x 114.5 S x 115.0 N x 97.0 X 98.1 x 98.3 -EXISTING P.G.aE. POWER LINE (TO BE RELOCATED BY OTHERS) x ,I 0 co x 103,4 X Q 98 .. 72 '7 7 i 7/ /7 777 �27/, :' r / / , / X 103 .a 9 I- 0 >- J w -J a a >- I- 0 co EXISTING DRAINAGE PUMP STATION (UNDER CONSTRUCTION) x 105.µ X 97.0 CO 102 116 1 co cn I - z w m 0 v M R= 2,760' CONTRACT DRA WING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES N 98.0 100.5 w I- W '" Z 7,00 _110 Z < O O U' Z j O N < W W 2 O W W D W • F CC 20.D0 y OO o) O. ti N rico (° Q ( , O to M O Z W �Q 0 a w J 0 cc 0 O 2 N- N N) w w z U' Z w C) U w 0 a SEAL SLOUGH BRIDGE z 0 0 O m CASE FOUNDATION PLAN NO. I w Q 0 0 0 0 3 J a U- 0 Ix 0 U w Ix DRAWER SET w J 0 U U) 72 SHEET 3 OF IS NO. REVISIONS DATE CONTOURS@ ABUTMCNT! C -/4- a4 100 66+65 ELEV. 105.5 CN PILE PAY LIMIT 98.7 X 98.2 ELEV. 103.5 TOP OF PILE ELEV. 98.4 MUD LINE ELEV. 95.0 99 7 CONC. FILL 4000 PSI AT 28 DAYS - SLOPE TOP TO DRAIN EXTEND PILE REINF. TO TOP STEEL STUB MOUNTING MEMBER, TO BE FURNISHED BY PG a E. EXACT PLACEMENT TO BE AS DIRECTED BY PG 81 E 2'-8" o FIBERGLASS JACKET (CORROSION COLLAR) 24"t STEEL PIPE PILE - CLASS 150 REINF. SIMILAR TO BRIDGE PILES TOWER PILE REFERENCE: PG 8E STANDARD DRAWING 304940. X 99 .1, X X 95.9 X X 9=G a E L1NES 26.1 �t BENT II 67+35.00 X 9 0 98.1 NEW SPANS X 98.2 X x 99 7 X 99.2 X 6 UT LITY TOWERS 98.4 X 98.5 90 5 NEW TOWER PILE FOUNDATION FOR PROPOSE TOWER RELOCATION Q'BENT 12 68+05.00 X 97,4 LINE a E POWER Q BENT 68 X 0 97.7 97.7 699.3' X 99.6 BACKFILL ON OUTSIDE OF WALL TO BE TO FINAL CONTOUR 69 X 96.9 T B 69+45:Q0 N. X 97.5 EXIST. SPANS 744.3' tLc : ma EXIST. TOWER 2r RELOCATE EXIST. TOWER38 46 (FUTURE CONTRACT) EXIST. BRIDGE / I 14 X 98.6 SI ON I'- 6" 11/2 0 r SURCHARGE GRADE BACKFILL ON INSIDE OF WALL AS SHOWN EXISTING GROUND APPROACH ROADWAY EARTHWORK NOT PART OF THIS CONTRACT EARTHWORK GRADING RETAINING WALL SHOWN. ABUTMENTS, BENT 7 AND WING S SIMILAR. X 106.3 UTILITY TOWER 98.5 70t15 x 96. N N X � 1-0 X / 1.Y+-rt. 4 X 102.7 THIRD AVE ` 1D4 X 96.9 �tBEN 7Qt8 90.66 POLE X 102.5 X 104.3 X 102.8 x - tt4--6_ x 100.4 X 102.2 X 104.3 X X 99.0 X 104 X 100.7 X X 102.2 X �1D 9 XISTING PG 131E POWER LINE ( ' BE RELOCATED BY OTHER x 99.2 1058.3' 1013.3' g ELEV. 193.0 4v x 1O-5-.-2 Poi; 104 0 ELEV.I79.0 I- I- Q Q o 0 O 0 J J STRENGTHEN AS NECESSARY FOR SYSTEM USED TENSION CONNECTION W w } x O z C U) W J I - J O wz z� W 0 mw ow u> z J Z _ O a 0 Q IW -, II-- n - EXIST. TOWER 245 V 00 45' NEW BRIDGE STANDARD LINE TOWER RELOCATION NOTE: PILES AND ANCHOR MOUNTING MEMBERS TO BE PLACED AS PART OF THIS CONTRACT. RELOCATION OF TOWER NOT PART OF THIS CONTRACT. TEST LOAD TO BE 600 KIPS. FOR PROCEDURE SEE "SPECIAL PROVISIONS! ASSEMBLY TO BE DESIGNED BY CONTRACTOR AND APPROVED BY THE ENGINEER. k } m x° W O z0 _ U 2 x W I- Z W 0 0 FINAL CUTOFF ELEV. 103.5 CONTRACT DRAWING PRINTS NOT SEARING THIS STAMP ARE OISOIETE FOR CONTRACT PURPOSES co IW J 0 W I - W -116 = 11e);§ 6 < o J 0 y W W W w CC _U a&UU) i _ �W COCcoCL N co N in t1/4- a, (Q (0 O M O (0w C�Q CC U Q Vl w J U 3 SEAL SLOUGH BRIDGE FOUNDATION PLAN NO. 2 C w CC CC N w a 0 BOOK NO. M 00 00 w a C DRAWN BY CHECKED BY Sue DATE q -S5 w J Q U CASE 4 DRAWER SET 25 72 SHEET 4 OF 18 NO. REVISIONS DATE 11- 611 RET. WALL L.O.L. C.. EAST THIRD AVE 10'- 0" APPROACH SLAB 3 8'-O"= 24'-0" BACK PILE SPACING FiW.W.L.O.L., R=2,147.25' ; its (4 \ / e _ 0 • 2. BRG. ABUT. 1 5'-6" 4 SPACES @ 71-3"= 291-0" —SO BEARING PAD SPACING 9'-11/211 3 SPACES it 7'-3"= 21'-9" SHEAR KEY SPACING 6'- 0" 4 SPACES n4 8'-O"= 32'-0" FRONT PILE SPACING 38'-O" Q EAST THIRD AVE--. 38t0" 381-0" 2 SPACES ft 18t9"= 371-6" 2 SPACES a I8'-9"= 37'-611 FRONT PILE SPACING 4 SPACES @ 7=9"= 31'-0" 3'-101/2" 3'-101/. 4 SPACES ( 7'-9" = 31'-O" BEARING PAD SPACING 4 SPACES 7'-9"= 31'-0" 4 SPACES @ 7'-9"= 31'-0" SHEAR KEY SPACING t __L _ i N V 2. BRG. ABUT. 17 I8'-9" W.W.L.O.L, R=2,798' 9'- 41/2" 91- 41/2" BACK PILE SPACING PLAN 1/4" = I'- 0" I8'-9" _ L —J W.W.L.O.L, R=2,722' CO NTRACT DRAWING PRINTS NOT IEARIN6 THIS STAMP ARE OS OLETE FOR CONTRAQ PURPOSES W I- C 0 PROJECT ENGINEER APPROVED 1 w w N gZ oZ Z J N 6<°U z H < J Wy w ¢ err/5 O W ] W • /- - a I- DW g FE 21 w ou0. I.- N CO In IA N tD Q cD M 0 Z �_ W CI) 2 �Q CC U 4 N W J U Cr U U) 0 2 a Q N N m SEAL SLOUGH BRIDGE ABUTMENT LAYOUT LU I- C 0 W O > z 0 O U) m DRAWN BY DE)/ CHECKED BY62/a DATE C% 83 w J C O N CASE 4 DRAWER 25 SET 72 SHEET 5 OF 18 OZALID NO. REVISIONS DATE Wiz I— L IiJ U v1 CO w CC I- CI A ABUTMENT I ELEVATION 1/4"= I'- Ou r r---1 JT. SEAL ASSEMBLY APPROACH SLAB (FUTURE) PLACE AFTEll STRESSING 4'- 6" 2' -on 9" 9" I r —r • BO -I I-2 r— _ ABUTMENT 17 ELEVATION 1/4"= 1'-0" NOTES: FOR DETAILS NOT SHOWN OR NOTED, SEE BENT 7 PLAN AND ELEVATION SHEET AND BENT 7 DETAILS SHEET. APPROACH SLAB NOT INCLUDED IN THIS CONTRACT. 4'-6" SIM. TO ABUT. I BRG. ABUT. I 2. BRG. ABUT. * 4 TOT. 3 * 6 L J A 12- * 6 12� _0 O '6 �F7 o TOT. 4 -N 04 a 18 N M 15 ' OCTAGONAL PILE (CLASS IOOC) Ice 1_ 611 2'-6" 6 61-0" SECTION A -A 1/2" = I'- 011 *4 TOT. 10 24"$ STEEL PIPE PILE (CLASS 150 L RET. WALL 1/2" EXP. JT. FILLER 1 r E.B. ABUT. REINF. SIMILAR ABUT. I # 8 r TOT. 6 (FULL LENGTH) SEE "PILE DETAILS" SHEET FOR LAP SPLICE RESTRICTIONS 1 1 s NJ 2'- 0" 2'- 0" 2'_ 0" 61- 0" SECTION B- B I/2"= I'- Ou *4 OR W 20 SPIRAL , SEE "PILE DETAILS" SHEET FOR SPIRAL PITCH ABUT. REINF 3-* 4 *4 TOT. 2 SECTION E - E 1/211.= /211= 11- O" *4 TOT. 6 2 - MATCH DECK OVERHANG - ABUT. REINF. SECTION C -C 1/211= I1-0" WING WALL ELEVATION I/418= ILO" W.W. L .O. L.`A 2I-0" * 4 TOT. 4 * 4 (i4 12 *5 n a12 4 I I cr TOT. 2 • 44 @ 18 • #4 U P18 4 TOT. 2 -0" W. W. L.O.L. SECTION D -D I/211 - I'-O" CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES CV v IQ it N w I - a 0 !Fs w z 0 z w 1- U W O lx n. APPROVED O W >- SEAL SLOUGH BRIDGE 0 O M 00 do W a 0 0 DRAWN BY ABUTMENT DETAILS CASE 4 DRAWER 25 SET 72 SHEET 6 OF 18 OZALID NO. REVISIONS DATE cki BEG. WALL 60+79.50 BO -3 ELEV. 109.29 3-6 ELEV. 101.00 rTOP OF WALL 11.50'/ B.V.C. 62+00 ELEV. 111.10 CONCRETE BARRIER NOT SHOWN -) 0.I y \ BO 3-I DATUM ELEV. 90.00 EXP. JT 4164 (t 50' C -C EXCEPT AS SHOWN ELEV. 100.00 WEAKENED PLANES yEXP. JTS. SPACED EQUALLY BETWEEN ELEV. 99.00 "A 6* MATCH LINE PILE SPACING 0 0 o m RET. WALL L.O.L. + C. EAST THIRD AVE ()., z_ J I- 2 ELEV. 99.00 o o in It) oi N in PILE SPACING co + _+ o o CD CD 61 62 10 SPACES @ II' -7I/4"= II6'-01/2" 60) DEVELOPED MIRROR ELEVATION 1/8"= I' -o" 4 SPACES (t II' -O"= 44'-0" 0 0 M 0 0 0 4- 1 II ii II II II I I II II 0. (-TOP OF WALL (+1 7 SPACES f I5'-6"= 108'-6" 1211-6" H= 8' PLAN I/8"= I'- 0" (t) I+ 0 0 M (4) 10 SPACES @ 9'-43/4"= 93'-III/2° P.C.C. 62+80.84 R= 2,185.25' ,�, ;+ J 3 SPACES it I2'-8"= 38'-0" 50'- 0" H=I0' END WALL 64+65 ELEV. 113.47 O o 0 o U p \ r 1- '� al • 6 SPACES (� I4'-8"= 88'-0"�I— + + 2 N N N t° `0 `0 1001-0" y H= 12' 0 I DATUM ELEV. 90.00d3 63 P.C.C. 62+80 8 4 R=2 760' 6 10 SPACES f 9'-43/4"= 93'-III/2" a-1 k+I 0 ELEV. 98.00 9— I 01 ELEV. 96.50 d4 DEVELOPED MIRROR ELEVATION I/8"= I'-0" 6 SPACES (4i 7'-4"= 44'-0" o O O 0 I`: M 0) 0 4- + (F ' tl I_ 9 SPACES (t 6'-4"= 57'-0" PROFILE GRADE ILO" 2'-0" O RET. WALL L.O.L. CONCRETE BARRIER TYPE 50A # 5 I -MI (t 24 TOP OF WALL # 5 TOT. 2 * 5'70 (t 12 TOP OF WALL DETAIL ELEV. 95.007 1/2"= I'-0" O 6 O 4- H CFIM 6 S PACES I4' - too' -o" H=I2 = 88'-O" • (+1 64 O O to U) M CD M 3 SPACES A I2'-8"= 38'-0" 50'- 0" 63 +94.00 C.+) (+I (+1 64 +01.00 O O (0 O CD 4 SPACES (d I3'-6"= 54'-0" H=I4 PLAN I/8" = 11- 0" 64'- 0" 0 0 0 O O ai CD CO + + H=16' NOTES: STATIONS SHOWN ARE ALONG Q EAST THIRD AVE AND DIMENSIONS ARE RADIAL THERETO. ( DENOTES BATTERED PILE (3:1 BATTER). (+% DENOTES PLUMB PILE. SEE SHEET B3 -I OF STANDARD PLANS, FOR DETAILS NOT SHOWN. BENT 7 FTG. RET. WALL L.O.LT of Q EAST THIRD AVEJ CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES ti N r— cis M O {O Z •— CC ., Q CC U 4 U, w I- W >Thz 0 51°Wc 2 Q N < J W ill CC ji rji 0 1 I— S ti ;mow ') ¢W U N a W J U CC U. SEAL SLOUGH BRIDGE RETAINING WALL DETAILS 0 w W CC U) N BOOK NO. M CPO 1 00 W a C DRAWN BY CHECKED BY,fJB DATE 9.-453 CASE 4 DRAWER 25 SET 72 SHEET 7 OF 18 OZALID W.W. L.O. L., R=2,798' M Q BENT 7 RT. _, B.B. \L BENT 7 SEAT REINF. CONT. BENT 7 RT. REINF. END RETAINING WALL BENT 7 LT. REINF. 21-0" to LAP BENT 7 RT. (CANTILEVER ABUT.) SECTION X - X 1/2"= I'- 0" 6 SPACES (al 6'-O" = 36'-O" BACK PILE SPACING /BO.ch,, � - 4 ecti . 4 ' * 4 @ 18 * 6 _IT @ 12 6", DRAIN HOLE - TOT. 6 . 6" n a Cal 18 ] [ ftI2 • 1I-6" TYP. *4 f 18 *6 f1 f 12 2k. BENT 7 18'- 9" I I I 19'- 3" . 2. EAST THIRD AVER.- RET. WALL SECTION B - B 1/4"= 1'- 01I 2. EAST THIRD AVE, R= 2,760' RET. WALL L.O.L. a 5 SPACES (A 71-311= 36'-3" iD BACK PILE SPACING 5'-6" 4 SPACES f 7'- 3" = 29'-O" BEARING PAD SPACING 9'- 11/2" 3 SPACES ft 7'-3"= 21'-9" SHEAR KEY SPACING 2'- 0' / i - r r \/ / /- L I'- 6' TYP. wig w ie 4 SPACES A 7'-9" = 31'-O" 4 SPACES lA 7'-9" = 31'-0" BEARING (SPAN 6 SIDE) 2.. BENT 7 _a M 2 BEARING (SPAN 7 SIDE) SHEAR KEY SPACING 4 SPACES a 7'- 9" = 31'-O" 7 SPACES @ 5'-O" = 35'-O" 38' 0" L31-101/2" 3'-101/2" , 3'- 0" I'-9'] r 4 SPACES ft 7'-9"= 3I' -O" 5 SPACES '-3 " = 36'- 3" 38L 0" 4-#6x6'-0"� EXPANDED POLYSTYRENE TO MATCH BEARING PAD THICKNESS #5N\ (4i 6� 4-#6cr-10� '-0" * LIMIT OF ROCK SLOPE PROTECTION 0 PLAN (LOOKING BACK ON STATIONING) I/4"= I'- 0" 1/2" EXP. JT. FILLER ON SIDES a BOTTOM- TYP. N 0 1/2" EXP. JT. FILLER-TYP. TYP. SHEAR KEY (DEPRESSED) BEARING PAD SPACING FRONT PILE SPACING NOTES: 0 r-- -------- I'-3 0 2'-6" ALL BEARING PADS ARE 9" x 15" ELASTOMERIC BEARING PADS 11/2" THICK ON SPAN 6 SIDE AND 2.1/2" THICK ON SPAN 7 SIDE. FOR "SECTIONS C -C, D -D, F -F, G -G" a "ELEVATION H -H", SEE BENT 7 DETAILS SHEET. EXP. JT. IN BARRIER 1 r I_ I, I I iI I II II I1 II I II II II —ti I I I JT. SEAL ASSEMBLY BENT INTO BARRIER ELEVATION SECTION A - A I/4"= I'- 0" 1/4" = I'- 0" T NO. REVISIONS DATE Wi cc N• m W I — a C w w z U' Z w I — U W :71) a W 0 cc a a W Z Z W r W O 0 U J m a 0 CC 0 U CC a NJg CONT2 ACT DRAWING PRINTS NOT SEARING THIS STAMP Al! OBSOLETE FOR CONTRACT PURPOSES 'Si F ZZ w N C7 -I w W (7 2 Q111 CC cc 2 < O W O W Din ¢ (RL W Nor: a • ti N inCO t'- W god U M 0. �Z W -•• re U a N W J U d' U U 0 2 a ti N 10 SEAL SLOUGH BRIDGE BENT 7 PLAN AND ELEVATION 0 W T W D U) N BOOK NO. DRAWER CASE 4 SET 25 72 SHEET 8 OF 18 NOTE: � - r. BENT 7 = B.B. NO. REVISIONS DATE CONCRETE BARRIER TYPEnn 50 # 4 I IM TOT. 5 # 5 TOT. 4 *4 TOT. 4 cr tL /U a z co cr I — 'i EAST THIRD AVE # 5 7 @ 12 * 5 TOT. 2 _TOP OF DECK io EXTEND # 6 J L @ 12 TO DECK LEVEL l SECTION C -C 1/2", I' -O" rco #6 luN ADJUST AS REQUIRED TO CLEAR PRESTRESS TRUMPET MIDDLE WALL REINF. SECTION D -D 1/2" = I'- 0" 9" APPROACH SLAB NOT IN THIS CONTRACT. SEALED JOINT AND TIE DETAIL NOT REQUIRED. EXTEND END DIAPH. AND CLOSURE REINF. INTO OVERHANG #51 @ 9 - MATCH OVERHANG *4 TOT. 4 2-#9 MIDDLE WALL JT. SEAL ASSEMBLY BO -I PLACE AFTER BENT 7 1-2 # 5 3" (a 12\ STRESSING PLACE AFTER STRESSING -0" 3'- 6" # 4 TOT. 10�•_ * 4 C 12 2'-0" BO -I 1-2 LIMITS OF *5 12 TOP TRANSV. & *4 STIRRUPS I5"x I8"x .064" GALV. SHEET METAL ON PAD. COAT TOP OF PAD WITH GREASE 01 CONST. JT. # 5M IM @ 6 - CONCRETE BARRIER ON MIDDLE WALL (TYPE 26 ) —#5'I-t(4i41/2 447 rTOP OF DECK *10 TOT. 4 2-#5 TOT. 4 IN OVERHANG VIEW E -E 1/2"=r -o" t0 N) 0)i 11-6" I'- 6" 2 I �O WEEP HOLE - TOT. 3 2-#9 ELEVATION H -H I/4U.= I'- 0I1 • • l L *4 TOT. 6 It (a 12 #8L@ 6 #8 (Qi 8 .. zo #6 01—,N TOT. 4 *6 m 12 N NrIN *4018 !�#4 @ 18 *4 TOT. 8 w Q > 2-#4 0 I a 6 1I 4'- 6" 3 11-6" 8'- 0" SECTION F- F I/2" = I'- 0" 2'- 6" W. W. L.O. L. #4 TOT. II 1 #4 d'@I2 2-#4 2 -*9 L 6-# 4 6" I 3'- 0" 6'- 0" SECTION I -I /2" = II -0" # 6 ❑ @ 9 5-#6 �N # 9 TOT. 3 TOP a BOTT. # 6 TOT. 4 REINF. SYMMETRICAL ABOUT Q BENT 7 4'- 6" 3" PLACE AFTER STRESSING 2'-0" 2'0" 2'-0" * 5fflv(a6 # 4 TOT. 5 — - J # 4 Li TOT. I # 4 U TOT. 3- # 6x6'-0"TOT. 4 *PRIOR TO STRESSING 6"0 DRAIN HOLE ELEV. 104.5 - TYP. RET. WALL FTG. I'-6" 3 I -I I 1IJ u 4C (a12 (# 4 TOT. 7 I5"x I8"x .064" GALV. SHEET METAL ON PAD. COAT TOP OF PAD WITH GREASE # 5 61-0" @ 6 BEARING PAD 0 # 6 -j,1-1-c;, TOT. 4 CONST. JT' # 4 TOT. 12 i-,*)/X' # 6 n @ 12 #4 @ 18 �L @12 BACKFILL INSIDE BENT TO ELEV. 103.5 * 4 TOT. 18 cn _w Q r O N I_ 6" 4'- 6" 12'- 0" *5 (—I (i4 9 —44 TOT. 4 #4018 —Th #7—'@6 (INSIDE FACE) # 4u @18 # 7P 6 (OUTSIDE FACE) *9 W.W.L.O.L. SECTION J - J l/2"= I'- O" SECTION G -G 1/2" = C-0" 3/4" CHAMFER SECTION K - K 1/2"= I'- 0" U 6@I2 CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OISOLETE 101 CONTRA(] PURPOSES M 1 Q cc w w z z w I - U w 0 C. CL APPROVED F.- � tien Boa (D U M 0 IDZ W cii- C tr U Q N W J U K W I- W �ZZ = U J to 6Z J W W S Q L U F 2 6 F Au- D y M ¢W N O co a U. N 2 a d' SEAL SLOUGH BRIDGE BENT 7 DETAILS w a O CHECKED BY�i/S DATE 983, CASE 4 DRAWER 25 SET 72 SHEET 9 OF !8 OZALID NO. REVISIONS DATE Epoxy mortar cap /04.0 Top of jacket /03.5 Top of pile vAssumed woter surface t 24� Concrete pile extension /03.75 Top of W.W.F. and concrete fill Fill space with concrete or cement grout -Method of placement to be selected by Contractor. Provide Cleanout and Tight Seal . 3" Bottom Plate, Diameter. Pipe O.D. plus //2"Max. ELEVATION Note 4x4 -W5xW5 W.W.F. Nand or water jet excavate Steel pipe pile See "Pile Details - C/ass 70C 8 Class /00C" Sheet for splice details. 2/0" SECTION A -A u4or W2O @3 pitch Epoxy coated st8 tot. 24 Epoxy Coated 2LO„ O Steel pipe pile 3/8" wall thickness 2t8"Fiber glass form (Stay -in -place) 4x4 - W5x W5 Welded Wire Fabric - over/op 4" Min . Concrefe f ill SECTION B- B /,_ /,O„ il/ote: For reinforcement not shown see "Pile Reinforcement" #4, Ix5, 8 6 Reinforcement only Run off on bar as shown 4 %2' A <75 % pen. min. 45° t_51, lap bar Direction of weld Notes: /. Buff weld to be made first. 2. Butt weld to be in flat or horizontal position 3. Lap bar centered on splice. 4. Flare weld to be mode in direction shown. 5. Lap bar equal in size to spiral bar. SPIRAL SPLICE DETAILS WELDED OPTION M N /04 80 No lap splices allowed 60 /03.5 50 CO C O K -/0 EL Et O c 0 J 24"0 x .375" St/. Pipe Pile PILE REINFORCEMENT CONTRACT DRAWING PRINTS NOT SEARING THIS STAMP ARE OISOLETE FOR CONTRACT PURPOSES M W H C C ENGINEER s C J a U. 0 2 ce 0 0 w w I- W ti Z iraj O Z W O Z Q 0° y < < w CU ¢ ¢ y o w D w i • R j w . o w w O CC co w O w ti N an an a) N-0) `Oa co t0 O M 2 Z w o)2 U Q N w J U cc U. 0 C It ti N N) 0 LC) 11.1 0 0 LL m 2 O W U) 00 SURVEYED oa w w H H C C 0 0 BOOK NO. C DRAWN BY w H C C CHECKED BY w J C U U) CASE 4 DRAWER SET 25 72 SHEET 10 OF 18 DATE gio w k co 'o Min. she// thickness 0. /34" 5 tot 6 SECT/ON U-11 (Mandrel driven) /6 44 max. Alternative tip shape at option of Contractor 34e min. It ALTERNATIVE "U" Min. she// thickness: C/ass 45C, s 0./793" C/ass 70C a 0.250" *5 tot. 6 SECT/ON V - V Alternative tip shape at option of Contractor, 4 4 w 34 min. 4f AL TERNA T/ VE „ V Notes.' Details are the some for both C/ass 70C and C/ass /OOC pi/es unless noted otherwise. A /0"minimum diameter pipe extension (thickness==0.1793 min. for C/ass 45C and 0.250 min. for Class 70C) may be used at the tip of Alternative "Z "when taper is 30'or more in length. Pile reinforcement extending into a footing shall be hooked as required to provide clearance to top of footing. Piles shall be extended only in accordance with details shown elsewhere in these plans. Lapped splices in spiral pile reinforcement shall be lapped 80 wire diameters minimum. Spiral pile reinforcement at splices and at ends shall be terminated by a /35° hook with 6 "tail hooked around a longitudinal bar or strand. A// concrete in piles and pile extensions shall contain not less than 8 sacks of cement per cubic yard. 4// grade 60 reinforcement to be epoxy coated. Precast Prestressed Concrete P= /23,000 lbs. min. As = 0.608 sq. M. min. Cutoff Line /23/8" r max. SECT/ON X— X #6 x /4 "-O min. tot. 4 E al Precast Prestressed Concrete 6 At /4"--0"min. tot. 4 *- E- 0 .(>1 P=160,000 /bs min As = 0.790 sq. M. min. SECT/ON Y —Y I" To be in place when pile is cast. I Length for payment CLASS 70 C • I- et N Octagonal or circular section's optional "4 W// 2 may be substituted PRECAST PRESTRESSED P/L ES P = Prestressing Force /f section used is larger than q� anchorage the min. section shown, then "P" shall provide 860 psi min. As = Minimum area of prestressing steel required. Concrete Strength: f 28 days = 6, 000 psi (C/ass 70C) 5,000 psi (Class /00 C) f ci transfer = 4,000 psi DESIGN LOAD/NG Class 70C = 70 tons C/oss /00C = /00 tons N N) 0 • '::'6 At /41-0" r Length for poyment CLASS /OOC T /4"max. 1 1 } Backup plate SQUARE GROOVE 45• Backup plate S/NGL E VEE - GROOVE S/NGL E BEVEL - GROOVE q) h 5 tot 6 SECT/ON Z— Z * Measured/out to out of corrugations Pitch /2 max. 1 /0 "min. 3"Embedment P/on footing elevation Lowest mat of rein! Cutoff line to PILE EMBEDMENT *9 with standard 90°hook, total 2 (bundled) grouted in 3 "dia. hole cast or drilled into center of pile ALTERNATIVE "Z" Within /0 "min. dia. pipe extension **f W// 2'/e may be subs toted. P/L E WELDING DETAIL - BUTT JOINTS Notes: /. Single Vet -Groove and Square Groove permitted for a// positions. 2. Single Bevel -Groove permitted for horizontal joints on/y. CLASS /50 SPLICE DETA/L S O _I co #5 x /21-0" tot. 6 instead of e6 x /4'-0" total 4 ALTERNAT/VE P/L E ANCHOR FOR PRESTRESSED PILES CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES W F W N Z Q y(nU J W O Z < O O • S JO y Q W W Q W O W D W U I— WOQW N OUuu, a ti N �") CD O M FO Z CD w -C Cr U Q N W J U Cr 5 co 0 Q Cr SEAL SLOUGH BRIDGE DRAWER PILE DETAILS - CLASS 70C & CLASS IOOC W J Q U N SET 25 72 SHEET I OF 18 W R OF PUBL U w cr NO. REVISIONS DATE rn CO ,1 I I t. Bottom portion 1 portion rn -T o N DOWEL SPLICE V W3.5 or 5 go. wire /O x 5•1-6" dowels total 4 P/S Steel SECTION A -A Form to retain epoxy mortar W3.5 or 5 ga. wire P/S Steel • 2 „ Holes to be cast with spiral ridges SECT/ON B -B DOWEL SPLICE /. Bottom pile section to be firmly seated in ground before splicing may proceed. 2. Place form on bottom portion of pile so that excess epoxy mortar at splice will be retained and completely cover the joint. 3 Fill 2" ho/es three -fourths full and coat the joining surface of the bottom portion of the pile with epoxy mortar. 4. Insert top portion dowels into ho/es in bottom portion of pile immediately. 5. Driving to be resumed only after epoxy mortar has cured. Heat may be used to cure. Note.' Class 70 C Pile shown, Class /00 C Pile similar. 3/ "Chamfer SLEEVE SPLICE ASSEMBLY Top portion Bottom portion /4 SEC T/ON D -D Fu// pen. Bar 2x 3/8x 51-0t L /xlx%4 %4" Gap prior to torquing of bolts. -- 2%4" 11D /1 / DETAIL / L / x / x %4 all around. Miter corners WELDED SLEEVE SECTION C -C * Dimension to match pile SLEEVE SPLICES BOLTED SL EE VLF SLEEVE SPLICES Bottom pile se lion to 0 firmly seated in ground, /before .gyp/icing may procee oxy adhesive to be pressure injected into welded sleeve splice with sea ing motef/a/ used to retain fluid epoxy. / Epoxy adhesive/ be applied to contact surfaces of the pile and bo/�d sleeves immediately prior to a embly. / 3 Driving to/be resumed afte% epoxy adhesive hos beep cured. lyot may be ,dsed to cure. / �/ / 4/ Sleeve may be factory onded /the lower pile section. # HS bolt,19 space /& 3 SEC TON C C GENERAL NOTES I. Design Loading (Ultimate): Tensile Force = Compressive Force Shearing Force Design Moment I/5* 500k 70* 75*, with zero axial load 2. Other methods of splicing may be used provided: (a) The above design load capacity is satisfied. (b) The cross-sectional area through the splice does not exceed the cross-sectional area of the pile by more than 25%. (c) Durability is equivalent to designs shown. 3. Corrosion resistance is equivalent. CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES W I- W Z 0: y O U J W O Z < O O • Z J o < W W Q ¢ N O W D W U I- 1- 0 M a j y y i Q W mocoa M to W F- C C -�w Z z w W 0 0: 6 a APPROVED co Oo SEAL SLOUGH BRIDGE PRESTRESSED CONCRETE PILE SPLICE DETAIL C w ›- cc U) N W C O BOOK NO. DRAWN BY CASE 4 DRAWER 25 SET 72 SHEET 12 OF 18 NO. REVISIONS DATE 40-0" N 3310" Profile Grade Void spacing /36'2!3t 29.3" -2% 4'- 7 //2" East Third Avenue /-0 3 ,\00000000000000 Pile spacing 496=9'=27!0" 3,-O" 7'-O" TYPICAL SECTION 3 4l0:I 1:o„ SPAN I TO SPAN 6 Prestressing duct, see "Long/f Section" Sheets for cable path 475.4\ Turn tails or bend Jdowels to as req'c% to c/ear voids N •II •IT I I t/2" m Vents both F ends of void - Typ.J r€ /5" 0 Voids 414101 2 2'-3" Void Spacing #8 Cont @ each stirrup leg 7„--#5@l2 C <h II 4' PART TYPICAL SECTION r./20- 4 /20"" /, on 1liC/o- sure pour If ("Dri groove _ 2 (o" #4[] 512 4 x 8n Continuous key I Prestress duel i `18tot 4 Concrete Barrier Type.60A Easf Third Avenue 80=0" 34'-0" 3410" .510" Void spacing 1561'2-'31; 3319" 1-12 Profile Grade Void spacing 15&2-'3",..3319a N 310" #5r ,6„ * /2 #5lot 5 #8 Tot. 4 Cont. (Exterior Girder only) Voids to be securely tied down to prevent floating. Snap ties anchored to soffit formwork may be used Extend f hook #5 tally into closure pour /5"OVoid CONSTRUCTION JOINT OPTION Nofe: Exact location 's) to be proposed by the Contractor" shall be located away from traffic wheel lines and be approved by the Engineer Closure pour to be p/aced a minimum of 2 weeks after all fa/sework has been removed A75 -A Concrete Barrier Type 50A 2 -2% 000000000000000 Pile spacing 4@816=340" 5f][1@9- -2% 0000000000000000 Pile spacing 4 @ 8V34LO" TYPICAL SECTION 3."z110„ IG SPAN 7 TO SPAN 16 .Bent 167 _a #0 tot l0 / 3" Limits of #5@lc' fop Depress #8 a #5 under '0 transverse 104 stirrups #5 Cont. bo t torn longitudinal reihi? continuous through bent VOID TIE - DOWN //2"0 Vent -- Lei 116, lot 4- 4 or W20 / 3'"pi/ch 2!0" 93 Pile extension - - • • It • II ''5 @ l2 bottom transverse reint.' #8 Column rein{.' TYPICAL BENT SECTION Prestressing duct l5"0 Void w"" /,0," Tubular Hand Railing Concrete Barrier Type 2& Bl154 CONTACT DRAWING PRINTS NOT REARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES W a C N t W z W w o Ir a I W W H W Z CC >-rn & Z LL, O Z < 0 U U' Q 0 N Q W W Q W O W F- W O I- I- CC CL D W 2 ¢ W 0 1- CC n U co CL ti N OD N - a) `Oa CD U M Z w m 4 v Q CC 0 4 to w J U K U. 0 z a cc rs- N m _O H U H Z W m Q U H 0 H W (I) 4 H C W } W K U, N w C BOOK NO. D v DATE E-23 DRAWN BY CHECKED BYEziag W J C U N CASE 4 DRAWER SET 25 72 SHEET 13 OF 18 NO. REVISIONS DATE X10` 4 U or 1 - Stirrup Spacing 'Abut. l 20'-6" Ben/ 2 3510" 5=/%2 7. Bent 3 3.510" 720" 720" Pt. of no movement 7= Bent 4 35'-O" / -SI C. C. prestress force is parabolic between points shown :ie /• /8max L I n of L- 8@/2 it Ben/ 5 35d" if 18 rnox 710 18e/2] 8e/2 -3� f Bent & 30g - d'/8 max tek, _,� I I h\ao-� 18e/2 �' B rg. �• Bent 7 3=9" 811/2 S-32 el8rnax /°I C\ • ;00 Ci. LONGITUDINAL SECTION t9/8 max 18e/2 elarnax orl -Y 18Pl2 Men! 5 _,l f8&12 PRESTRESSING NOTES 'P jack = 7330 kips total at jacking end(s) A s = Pjack Total number of girders = 15 Concrete: Pc = 4200 psi @ 28 days; P 75 f's = 3500 psi @ time of stressing GENERAL: '1. Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment, if any. Pjack specified at the jacking end(s) includes friction losses and provision for 32,000 psi loss in stress. 2. Tendons to be jacked to 0.75 f's and anchored at an equivalent anchor set = 5/8". 3. Contractor to submit elongation and jacking calculations based on initial stress at ® = .824 times jacking stress. 4. Both ends to be stressed. CO NTRAG DRAWING PRINTS NOT IEARIN6 THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES • N • W H Q 0 W APPROVED 40 4,10 H Q C] U) J m a. U- 0 cc. 0 H U W lx w F w (Z CC N O Z w O Z < 0 O N a w W W 0 2 O W D W -0 ~ I- cr y s W w 0 WO co a V 0M W O H SEP ABUTMENT LONGITUDINAL SECTION SURVEYED W H Q O 6 Z U O m DRAWN BY W J Q 0 N CASE 4 DRAWER SET 25 72 SHEET 14 OF 18 NO. REVISIONS DATE Bent 7 6r9. 20'- 6" 180/2 918 max Bent 8 35=0" 5'-/1/2' 7'0" t8en/9 35!•0" , 8@/2 J T [B@/2 I B7-/ ! Ben/ 11 !Bent /2 3.5!0" Pt. of no movement 7-0 1 I -Lyj /T' > @/8 max 8@/2 35 L O" 7-O "f 80/2 { r K -32 7,0" 0/8max ff f sent /O I ,Ben/ /l 35'0" I .f ,( —;h44.— I✓Iw, 1/ 86/2 8@/2 87-/ S-3 T Ben/ /3 bent /4 35 =0" , if 1 C. G. prestress force is parabolic between points shown 7-O 8e/2 87-/ S-3 1/43 @/8max 8 @/2 B7-/ S-3 Beni /4 t Bent /5 35 L 0" ' 0" @/8 max I _b teao -M 80/2 7-f0 861/2 B7-/ S-3 @/8 max I 18@/2 !Bent 1(0 it Abut. 17 30'-9" 5'-/1/2" L86)12 6 /8 max l@ /2 86/2 B7/ #18 max LONGITUDINAL SECTION -z izo „re ‘ss - 8@/2 6/8 max 86112 X14° 4 U or ]jr Stirrup Spacing 6/8 max "" 86912.1 PRESTRESSING NOTES *P jack = l8,650 kips total at jacking end(s) As = Pjack .75 f's Total number of girders = 33 Concrete: tic = 4200 psi p 28 days; f' ci = 3500 psi p time of stressing GENERAL: ' 1. Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment, if any. Rack specified at the jacking end(s) includes friction losses and provision for 32,000 psi loss in stress. 2. Tendons to be jacked to 0.75 fps and anchored at an equivalent anchor set = 5/8". 3. Contractor to submit elongation and jacking calculations based on initial stress at ® = .725 times jacking stress. a. Ruth ends to be stressed. CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES M N v1 W z U z w H 0 W 0 a- a W z 0 z W 0 w H 0 0 rn 0 0 J m a. n. LL 0 cc 0 0 w W I - W 'o Z Q j O 2 J W O Z < O O a z J C7) < < W ¢ W O W ] W • I- O Q N = W W O 2 co via N- N U)� Cr) CO O M —z tDw -4 -- a cc U Q N W U U. rn 0 K r -- C7.1 M W U 0 03 2 0 coJ v I Q —J �W V / ABUTMENT 17 LONGITUDINAL 0 W >- W N w H Q O BOOK NO. DRAWN BY DEv w I- Q CHECKED B W J tri U co CASE 4 DRAWER SET 25 72 SHEET 15 OF 18 /" -2 - ---Face of Barrier 4%1 & 6"max ctrs Stagger O Top of Deck 46 Gap O 34" open ho/es & 18" Face of Barrier Place anchor bolts for Cover i on approaching traffic end PLAN BOLT B PLATE L A YOU T cia-CA? Bar 4x%4 L 4x3x%2 Stop on high side of deck HIGH S/DE BARR/ER DETA/L LOW S/DE BARR/ER DETA/L (See Note "B") Cover , — See "P/an Bolt & Plate Layout" R=3/4" Face of Barrier SKEW - 20° Normal to joint 5/e I 0 A-325 boils, /3i4"" reach. Torque to 950 ft lbs Bar 4 x34" L 4x3x/2 ' /8 Chamfer x /2 ""anchor studs@ 9"± 1 2 "min x 9"anchor studs @ 9 "f c ear Bend to clear paving notch or when required Sri at c/osure pour. Paving Notch or I Closure Pour Limits 'Match slope of Barrier or Curb face Bar 4x3/4 Cover i — psi' Gap -Bar 4x/2 Tight Fit /4" See"P/an Bolt 8 Plate Layout" Bar 4x%4 R=%" 346"x/3"wide sheet neoprene n —v 10" II 1 II If I (— r II II II II VIEW B —B 2 Cover /P -46 x/3 wide sheet neoprene %6" Gap 0 Bar 2x/4 x5 Note 'A" Cover lP 3/8 x802 x18 Bend to match face of Barrier SECT/ON 40-0 G i• kit ////U t ////// it 0 0 II I' I II II II — L -71— I I zy I 3"Offset- Typ. PLAN -SIDEWALK COVER PLATE Note.' Sidewalk Cover Plate Assemb/y to be galvanized after fabrication. 4,4? "I "I 2" S/DEWALK DETA/L • _ Initial Pour Limits (See Note "B") /0" 1 '7//Y/ N VIEW C — C Cover E 3s x/3""wide sheet neoprene SEC T/ON F - F "r %6 Gap er Max Temp %4" Bevel 4" >yr /2-Typ "a I" Exact width to be 'determined by the Engineer. /%/ Recessed ho/e-T 3/4"93 Hole in Bar 8 Angles -Typ -Top of Deck Use installation bolts extended 1/2 "min and coat with bond breaker. After concrete has cured, remove installation bolts, instal/ A-325 bo/ts and sheet neoprene. n x 12" anchor studs & 9".t 1 Closure Pour Limits Tack weld nut to angle at 2 locations. 7/e"x8"anchor studs e 9"-± (5" /ong in overhang) 3/16",r /3" wide sheet neoprene. Match existing joint width for closure pour SECT/ON A -A ANCHOR STUD Cover 2 -Bar 6x3/8 x/8 Bar 2x%4 x5 Note "A" SECT/ON E -E Floor /f 3/8x /2 3/B"OHo/e (a /8"c -c 5/8" x 4" Headed Anchor (4 /2"c -c J Note Stagger anchor studs @ 41/21'1- on centers thus: Joint Information "a" Dimensions Location M verpent (,tiny (MR, Skew Winter Summer Spring 8 Fail Abut. / 2" ///2" 1/2" /" 8/.7(1-71 2" /1/2" 1/2" /" 8t.7(7--161 31/2" 21/2" /" /3/4" Abut. /7 3//2" 2//2" 1" /3/4" Notes • Fu// penetration butt welds may be substituted for the fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits)Closure pour shall not be placed until final deck surface is within the tolerance specified. Joint seal assembly to be fabricated in 14' max lengths. Use joint at crown of roadway, at any change in transverse slope in deck, and at changes in horizontal direction. P/ace other joints at or near /one lines. All metal ports to be galvanized after fabrication. Sheet neoprene shall be fabricated in one continuous piece or joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. / "" holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note "A" Insert assembly or expansion anchorage for 5/8"x/3/4" A-325 bo/t. Note B Use the Sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal is 0.5 or less. 3/8"Cap Screw 8 3" lL Washer a 24"c -c through 2"o hole in floor plots into drilled a tapped hole in L. Remove screws after concrete hos set CONTRACT DRAWING PUNTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES SECT/ON 6-6 Floor fe 3/8 x 2 L 9x4x//2 -3/8"0 Hole ( /8 "c -c 5/8" x /2" Headed Anchor 0 /2" c -c 5/8" x 4" Headed Anchor /2" c -c NO. REVISIONS DATE CC W W z z W U W O CZ a APPROVED so W Z W T C 0 s R OF PUBLIC WORK U W W I - W N Z 0 n (7 Z O Z Z C 0 O U Z J Li n Q W W Q W D O H HCC N i cc W W O Q CC snow a ti co N- 3) l0 Q l0 U M Z CD W ma cr U Q N W J U Cr U SEAL SLOUGH BRIDGE d' lu (MAXIMUM MOVEMENT RATING SURVEYED BOOK NO. W a' CHECKED B W J Q U In CASE 4 DRAWER SET 25 72 SHEET 16 OF 18 NO. REVISIONS DATE MODIFY LOCATION /B7-5 AS SHOWN 7-3 TAPE SEAL AROUND HOLE IN VOID 6 0 0 3" CL. MIN. DECK DRAIN - LEFT SIDEWALK I" = ILO" 6 63 10 SPACES a RETAINING WALL' DRAINS 350I-0"AINS 64 PRESTRESS DUCT 0 U) 3"x 10" CROSS DRAIN y MODIFIED TAPE SEAL AROUND HOLE IN VOID DECK DRAIN - MEDIAN BARRIER I" = I'- o" Q DRAIN I. i r - / DECK DRAIN - PLAN I"= I'-0" DRAINAGE PLAN 1"= 50' SECTION A -A I'' I'- o" DECK DRAIN -LEFT SIDEWALK @ 1/4 8c 3/4 POINTS OF EACH SPAN MODIFICATIONS: LONGITUDINAL DIMENSIONS OF RECESS AND DEPRESSION LENGTHENED WITH ADDITIONAL DRAIN PIPE . 6 "0 x 0.138" GALV. STEEL PIPE - TOT. 2 3"x 10" CROSS DRAIN MODIFIED ( SEE "SECTION A -A") DOUBLE 6". DRAIN, SIMILAR TO "DECK DRAIN- MEDIAN BARRIER" RETAINING WALL DRAIN I"= I'-0" EAST THIRD AVE 72 DECK DRAIN - MEDIAN BARRIER (a I/4 & 3/4 POINTS OF EACH SPAN CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES SCL v Vt w H Q 0 : Dw w Z O z w H U w 0 a APPROVED C 0 U w It W H W `n Z m o o <iwO Z Q 0 O y • Cr Q W W cr O W 7 W W D W • a y In f Q W y°u,a w J 0 It 5. N 0 Q Cr SEAL SLOUGH BRIDGE DRAINAGE PLAN SURVEYED W H Q 0 O Z 0 O CO CHECKED BY6ZQDATE 41 3 W J Q U CASE 4 DRAWER 25 SET 72 SHEET 17 OF 18 OZALID NO. REVISIONS DATE NOr5 4 7214' ,4.00 et �B8 LEGEND 3l CITY STANDARD ELECTROLIER, 30 -FT. MOUNTING HEIGHT AND 8 -FT. MAST ARM. SEE CITY STANDARD DWG. 3-1-161. --II/2" CONDUIT, 248 (240 V) * o NO. 5 PULL BOX. SEE ES- 7D NOTES: I. TERMINATE CONDUIT FLUSH WITH FACE OF BRIDGE RAIL, 18" BELOW FINISH GRADE. SEE DETAIL "C", ES -7B. 2. CONDUIT DEFLECTION AND EXPANSION JOINTS SHALL BE INSTALLED AT CROSSING OF ALL BRIDGE EXPANSION JOINTS, SEE ES -7C. 63 6 4 FUTURE ELECTROLIER (NOT coPART OF THIS CONTRACT) NOTE I ( ricK UP ON STAGE 3) A ELECTRICAL PLAN In= 50' 8'- 0" lk 24o VOLT //\ 150 WATT HIGH PRESSURE SODIUM VAPOR LUMINAIRE, CUT-OFF TYPE, WITH INDIVIDUAL PHOTOCELL ♦1 0 CITY STANDARD ELECTROLIER (27'-6" POLE LENGTH) ELECTROLIER FOUNDATION IN BRIDGE RAIL. SEE ES -7B, AND CITY STANDARD DWG. *3-I-I6I. ANCHOR BOLTS SHALL BE I" DIAMETER GALVANIZED AND ON II" BOLT CIRCLE DIAMETER II/2"C-2*I2,SEE ES -7D. 2#I2 BETWEEN PULL BOX 81 LUMINAIRE NO. 5 PULL BOX IN SIDEWALK, SEE ES -7D. INSTALL TWO- POLE FUSED SPLICE CONNECTOR IN PULL BOX AT EACH ELECTROLIER 11/2"C - 2 *8 (LONGITUDINAL CONDUIT RUN IN SIDEWALK, EACH SIDE) ELECTROLIER ELEVATION 1/4"= ILO" STAGE 2 2- SINGLE ARMS 2- TWIN ARMS .xis r. sr• LTs a MEW (sr-IIL) 6 n [KIST• GONDu11 silt' ToTLWL 14 - SERVICE FROM .DETROIT DR.. CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES APPROVED 0 u_ 0 cc w cr W F- w N Z J o O W Z c 0 O Z J o 0 • Q W W CC 2 W O W H W • a j ti W O vO 0 c a I, N CO In In I"- co t3 • O c0 - M O Z LO w CT) M cc 0 a N w J 0 CC 0. U) 0 2 it ti N M SEAL SLOUGH BRIDGE ELECTRICAL PLAN SURVEYED 6 O O m M 00 00 w I- a a DRAWN BY CHECKED BYj,JEDATE % 8'3 CASE 4 DRAWER SET 25 72 SHEET 18 OF 18 L URLRtE SCALE I " = 1200' LOCATION MAP GENERAL NOTE' ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE COMMENDING WORK, THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY COMPANIES P G. & E. PACIFIC BELL CITY OF SAN MATEO. PENINSULA CABLE TV ESTERO MUNI. IMPROVT. DIST. CALL U.S.A. 800 642-0123 415 377-3315 or 377-4630 415 345-1112 415 349-5161 ir JL L_ FOR USE WITH STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED JANUARY 198! AND STANDARD PLANS DATED JANUARY 1981 NOTES: I. DIMENSIONS SHOWN ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVA ? ION AS SHOWN ON THE PLANS. 3. LOCATION AND DEPTH OF UTILITIES, AS SHOWN, ARE APPROXIMATE ONLY. 4. FOR ADDITIONAL DETAILS AND LOCATION LIMITS, SEE CONSTRUCTION DETAILS OR APPROPRIATE PLAN. 5. FOR LIST OF APPLICABLE STANDARD PLANS , SEE GENERAL PLAN. VC BVC EVC TOT PG JP TYP ABUT WWLOL BB EB FTG ELEV CONC PSI EXIST CONT ABBREVIATIONS VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE TOTAL PROFILE GRADE JOINT POLE TYPICAL ABUTMENT WING WALL LAY OUT LINE BEGIN BRIDGE END BRIDGE FOOTING ELEVATION CONCRETE POUNDS PER SQUARE INCH EXISTING CONTINUOUS RET WALL LOL DIA BRG SIM REINF CONST JT EXP JT CTR LT RT LONGIT TRANSV BOT GALV DIAPH WWF INDEX OF SHEETS RETAINING WALL LAY OUT LINE DIAMETER BEARING SIMILAR REINFORCEMENT CONSTRUCTION JOINT EXPANSION JOINT CENTER LEFT RIGHT LONGITUDINAL TRANSVERSE BOTTOM GALVANIZED DIAPHRAGM WELDED WIRE FABRIC GENERAL PLAN 2. DECK CONTOURS 3. FOUNDATION PLAN NO.1 4. FOUNDATION PLAN NO. 2 AND TEST PILE SETUP 5. ABUTMENT LAYOUT 6. ABUTMENT DETAILS 7 RETAINING WALL DETAILS 8. BENT 7 PLAN AND ELEVATION 9. BENT 7 DETAILS 10. PILE DETAILS - CLASS 150 1 1 . PILE DETAILS - CLASS 70C AND CLASS 100C 12. PRESTRESSED CONCRETE PILE SPLICE DETAIL 13. TYPICAL SECTION AND TYPICAL BENT SECTION 14. LONGITUDINAL SECTION ABUTMENT I TO BENT 7 15. LONGITUDINAL SECTION BENT 7 TO ABUTMENT 17 16. JOINT SEAL ASSEMBLY 17. DRAINAGE PLAN 18. ELECTRICAL PLAN CONTRACT DRAWING PRINTS NOT REARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES REVISION NO. DESCRIPTION DRAWN CHECKED APPROVED DATE BY BY BY EAST THIRD AVENUE WIDENING NORFOLK STREET to MARINER'S ISLAND BOULEVARD SEAL SLOUGH BRIDGE TITLE SHEET CITY OF SAN MATEO PROJECT ENGINEER SAN MATEO, CALIFORNIA 5-8--84 DATE SCALE AS SHOWN DRAWN BY RLG a•AAPPROVED mss. sx CITY ENGIN AP VED DIRECTOR OF PUBLIC WORKS .1/881AT BOOK NO. PLAN CASE 4 DATE MAY 1984 DRAWER SET 25 72 e//$9 DATE r. } LOCATION MAP SCALE I" = I200' GENERAL NOTE' ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY COMPANIES P. G. 8 E. PACIFIC BELL CITY OF SAN MATEO. . PENINSULA CABLE TV ESTERO MUM. IMPROVT.- DIST. } CALL U.S.A. 800 642 -0123 415 415 415 377-3315 w 377-4630 345 -1112 349:- 5161 ra G� FOR USE WITH STATE OF CALIFORNIA STANDARD SPECIFICATIONS DATED JANUARY 1981 AND STANDARD PLANS DATED JANUARY 1981 3 D ir NOTES, I. DIMENSIONS SHOWN ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVA; ION AS SHOWN ON THE PLANS. 3. LOCATION AND DEPTH OF UTILITIES, AS SHOWN, ARE APPROXIMATE ONLY. 4 FOR ADDITIONAL DETAILS AND LOCATION LIMITS, SEE . CONSTRUCTION DETAILS OR APPROPRIATE PLAN. 5. FOR LIST OF APPLICABLE STANDARD PLANS , SEE GENERAL PLAN. VC, BVC EVC TOT PG JP TYP ABUT WWLOL BB. EB. FTG ELEV CONC PSI EXIST CONT ABBREVIATIONS VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE TOTAL PROFILE GRADE JOINT POLE TYPICAL ABUTMENT WING WALL LAY OUT LINE BEGIN BRIDGE END BRIDGE FOOTING ELEVATION CONCRETE POUNDS PER SQUARE INCH EXISTING CONTINUOUS RET WALL LOL DIA BRG SIM REINF CONST JT EXP JT CTR LT RT LONGIT TRANSV BOT GALV DIAPH WWF INDEX OF SHEETS 1. GENERAL PLAN 2. DECK CONTOURS 3. FOUNDATION PLAN NO.1 4. FOUNDATION PLAN N0.2 AND TEST PILE SETUP 5. ABUTMENT LAYOUT' 6. ABUTMENT DETAILS 7 RETAINING WALL DETAILS 8. BENT 7 PLAN AND ELEVATION 9. BENT 7 DETAILS 10. PILE DETAILS - CLASS 150 I I . PILE DETAILS - CLASS 70C AND CLASS IOOC 12. PRESTRESSED CONCRETE PILE' SPLICE' DETAIL 13. TYPICAL SECTION AND TYPICAL BENT SECTION 14. LONGITUDINAL SECTION ABUTMENT I TO BENT ? 15. LONGITUDINAL SECTION BENT 7 TO ABUTMENT 17 16. JOINT SEAL ASSEMBLY 17. DRAINAGE PLAN 18. ELECTRICAL PLAN RETAINING WALL LAY OUT LINE DIAMETER BEARING SIMILAR REINFORCEMENT CONSTRUCTION JOINT EXPANSION JOINT CENTER LEFT RIGHT LONGITUDINAL TRANSVERSE BOTTOM GALVANIZED DIAPHRAGM WELDED WIRE -FABRIC CONTRACT DRAWING POINTS NOT IEAONI0110$ STAMP M OISOLETE FOR comma PUtrosa REVISION NO. DRAWN BY CHECKED BY DESCRIPTION APPROVED 8Y DATE EAST THIRD AVENUE WIDENING NORFOLK STREET to MARINER'S ISLAND BOULEVARD SEAL SLOUGH BRIDGE TITLE SHEET CITY Of SAN MATED SAN IRATEO, CALIFORNIA PROJECT ENtINEER , BWIEC • R OF PURL 5-884 DATE SCALE AS:SHOWN DRAWN 8Y RLG DATE MAY 198! NO. REVISIONS DATE Datum Elev. 50.0 PILE DATA Location Size Abut. I Bent 2 to Bent 6 Bent 7 Bent 7 Wingwall Bent 8 to Bent /6 Abut. 17 Retaining Wall PGE Tower h qVekee f Th'ra 15 "Octagonal 24""0Sfeel 15"Oclagonal 12"Square 24"0Sfee1 24110 Steel 12"Square 24'10S/eel Approach Slab Type 2 (Future) 0 +1.50% Rate of Change. R=- 045733% per sta. -1244% 600 VC 1,060=o" 68t00EVC Elegy 111.87 55V 4 Spans e 700"= 280=0" 5510" Measured a/on9 C' East' Third Avenue 5.5j0" 8 Spans @ 70 0""= 560L 0" 55:0" 100'' Clear �,------•1— -----�- --i--- 111 li lt I •� II .1 — I: —r ii II i u III, II 1111 'I II +p I; -�— f III , I iii I I,I 5 In III III 'll Abut / III III III 1�: III Bent 5 Bent 2 Bent 3 6/ Bearing 100 Ton 150 Ton 100 Ton 70 Ton 150 Ton 150Ton 70 Ton /50 Ton 62 Specified Tip Elev. C/ass -l0 /0OC -10 /50 - 10 /00 C - 5 70C - 10 /50 - 10 /50 - 5 70C,„ - 10 /50 1-0 Tubular Hand Railing — Concrete Barrier Type 26- R= 2185.25' at 12°00'58" T=22999 L=458.29 Shoreline (/00' Contour) Bent 4 6:3 ;r III 1 II , I' p m II HI p 111 M. Bent 6 Beni 7 Bent 8 64 65 B/3; Rock Slope Protection (Bent 7 On/y) 401-0" 7,0" 12!0 12'0" 200 Profile Grade - 2°/° .' East Third Avenue /Concrete Barrier . Type BOA 0 0 0 0 0 0 00 Raised Sidewalk (Future) 62 ,I 0 0 0 0 0 0 Retaining Wall Type / TYPICAL SECTION II'= 10' SPAN I TO SPAN 6 63 Approach Slab 64 Type 2 (Future) Raised Sidewalk (Future) 0 Clearance over Mean High Water Paint Seal Slough Bridge 8 Year Constructed R= 2760 a. 28° 30'00" T =700.95' L = /,372.87 65 II 11 IN I14 11 1 MHW /00.71 w It Ili iIl lit 111 FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETAINING WALL). STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) PERVIOTJS BACKFILL MATERIAL PERVIOUS BACKFILL MATERIAL (RETAINING WALL) STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, RETAINING WALL BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) BAR REINFORCING STEEL (PILE) MISCELLANEOUS METAL (BRIDGE) APPROXIMATE QUANTITIES 430 CY 400 CY 250 CY 665 CY 16 CY 105 CY 115 CY 5,450 CY 365 CY 705,000 LB 36,000 LB 529,000 LB 2,750 LB FURNISH PILING (CLASS 70C) 7,947 LF FURNISH PILING (CLASS 100C) 3,887 LF FURNISH PILING (CLASS 150) 13,473 LF DRIVE PILE (CLASS 70C) 74 EA DRIVE PILE (CLASS 100C) 36 EA DRIVE PILE (CLASS 150) 119 EA PILE CORROSION COLLAR 935 LF PILE TEST 2 EA PRESTRESSING CAST -IN -PLACE CONCRETE LS WATERSTOP 92 LF JOINT SEAL ASSEMBLY 232 LF ROCK SLOPE PROTECTION (1/4 TON, METHOD B) 200 CY TUBULAR HANDRAILING 1,796 LF 72 CONCRETE BARRIER (TYPE 26) 1,796 LF CONCRETE BARRIER (TYPE 50A) 1,060 LF LIGHTING - LS Bent 9 Bent 10 Bent l 1 Bent 12 Bent /3 Bent 14 Bent 15 Bent 16 Abut. 17 66 67 68 G9 7b 7/ ELEVATION I"= 50' /-0 Cast -in- Place Prestressed Slab 24"o Cast -in - Place Concrete Pile Extension 24"° Steel Pipe Pile Existing structure to remain for bicycles and pedestrians. TYPICAL SECTION Concrete Barrier 110 Type 50A Tubular Hand Railing -- -2% 0030000 0 East Third Avenue 80'0" 0 0 0 0 0 0 0 1210 12:0 Profile Grade Concrete Barrier Type 26 -2% O o 0 0 0 C O 0 0 0 0 0 0 0 0 0 _—� AC location 0 0 ‘`'--_ Existing location 67 PLAN I"=50' 09 70 1"=10' SPAN 7 TO SPAN 16 € Existing Structure Relocation Tower footings 7' l Shoreline (/00' Contour) -ml/ f I f SHEET NO. 1 2 3 4 5 6 7 8 9 10 11' • 12 13 14 15 16 17 18 INDEX TO PLANS TITLE GENERAL PLAN DECK CONTOURS FOUNDATION PLAN NO. 1 FOUNDATION PLAN NO. 2 ABUTMENT LAYOUT ABUTMENT DETAILS RETAINING WALL DETAILS BENT 7 PLAN AND ELEVATION BENT 7 DETAILS PILE DETAILS - CLASS 150 PILE DETAILS - CLASS 70C & CLASS 100C PRESTRESSED CONCRETE PILE SPLICE DETAIL TYPICAL SECTION & TYPICAL BENT SECTION LONGITUDINAL SECTION ABUTMENT 1 TO BENT 7 LONGITUDINAL SECTION BENT 7 TO ABUTMENT 17 JOINT SEAL ASSEMBLY DRAINAGE PLAN ELECTRICAL PLAN STANDARD PLANS DATED JANUARY, 1981 ' A62 -B EXCAVATION AND BACKFILL BRIDGE -SURCHARGE AND WALL A62 -C EXCAVATION AND BACKFILL BRIDGE -LIMITS OF PAYMENT A75 -A CONCRETE BARRIER TYPE 50 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4'-30' B3-8 RETAINING WALL DETAILS NO. 1 B7-1 BOX GIRDER DETAILS B7-5 DECK DRAINS B8-5 CAST -IN -PLACE PRESTRESSED GIRDER DETAILS B11-51 TUBULAR HAND RAILING B11-54 CONCRETE BARRIER TYPE 26 B13-2 SLOPE PROTECTION DETAIL NO. 2 ES -7B ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -7C ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -7D ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS ES -8 PULL BOX DETAILS LOAD FACTOR DESIGN CO NTRACT DRAWING PRINTS NOT REARING THIS STAMP AU OBSOLETE FOR CONTRACT PURPOSE Raised Sidewalk (Future) Approach Slab Type 2 (Future) Standard P/on Sheet No. Detail No. LIVE LOADING: HS20-44 AND ALTERN*IVE AND PERMIT DESIGN LOAD M a0 Li w w z 0 z w I — U w O a a APPROVED Go 03 w Q 0 w z z w r 0 O s w 0 O J m 7 Cl- U- O at 0 w at 6 W F- w—i _ U 2 w O aZ 1C:1) z J y W WW2 0 W 7 W /- I- Q fl D H = W Wil0ma • N CO �ht) I- 01 ta tCIOUQ M 0 'o w w mf _. cc ai in w J U CC U, N 0 2 a a' ti N M w Fr m CD 0 J U) J Q w Ti Q -J 0 J a w Z w 0 w w K w w 0 0 z O O a0 z at 0 CHECKED BYEJg DATE w J Q O CASE 4 DRAWER SET 25 72 Mote: For General Notes see "Deck Contours" sheet SHEET 1 OF 18 NO. REVISIONS DATE ,,4TCN EDGE OF DECK h i U u C? EDGE OF DECK rt BENT 10 BENT II GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1977 AASHTO with interims and Caltrans Supplements ) DEAD LOAD: Includes 35 psf tor future wearing surface. LIVE LOADING: HS20-44 and alternative and permit design load. REINFORCED CONCRETE: fy = 60,000 psi f 'c = 3,250 psi n = 9 Transverse deck slabs (working Stress Design) 1s = 20,000 psi f c = 1,200 psi n = 10 PRESTRESSED CONCRETE: See 'Prestressing Notes' STRUCTURAL STEEL: fy = 36,000 psi Note : All grade 60 reinforcement to be epoxy coated, see "Special Provisions 2. BENT 12 BENT 4 2. BENT 5--r 2- BENT 13 2. BENT 14� BENT 6 DECK CONTOURS STA. 60 +50 TO STA. 71+ 65 In= 20' NOTES: CONTOUR INTERVAL = 0.2'. CONTOURS DO NOT INCLUDE CAMBER. CAMBER LINE PROFILE LINE 2. BENT 7 2 BENT I5 1— 4 2 BENT 8 2. BENT 16 C▪ O M N MATCH LINE BENT 9 — EDGE OF DECK CO 10 EDGE OF DECK `L ABUT. 17 109 CONTRACE DRAWING PRINTS NOT REARMS THIS STAMP ARE mom FOR CONTRACT PURPOSES z zi z z z z d co 4 co OQ.. (A 1- w d (n 4 (n d co z w yr N R m cr N V' n TYPICAL END SPAN TYPICAL INTERIOR SPAN TYPICAL CAMBER 0 1' 0 r O cr EAST THIRD AVE -n O w w Z O Z w 0 O L4 ,1 a: a 1 w 1- w NZ(2Q Z = < o o m4.1/ wwm .1/ _01-1 4 E D m w woo• • . • r` N IC)in m �o 4 c0 ra F• O �z rn4 —4 U 4 N w J 0 CC 0 4 ti ro 1) SEAL SLOUGH BRIDGE m DECK CONTOURS w M W 1- a O SURVEYED M Do W 1- a 0 YU 0 m z a CHECKED BY J 3DATE 41 CASE 4 DRAWER SET 25 72 SHEET 2 OF 18 I 1 REVISIONS CONT6VJ25 e 4jUTME,VT9 DATE 6-/4 -54 ►P. •0.•.000.* ABUT. I BENT 2 SLAB, 4200 PSI AT 28 DAYS BENT 3 BENT 4 BENT 5 RETAINING WALL BENT 6 F ry BENT 14 BENT 15 BENT 16 ABUT. I7 B NT 7 BENT 8 BENT 9 BENT 10 STRUCTURAL CONCRETE , RETAINING WALL STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE FOOTING WATER lir 100 100 A Q. EAST THIRD AVE'\ 85.25 • X 107 EXISTING PUMP STATION DISCHARGE LINES (TO BE ABANDONED) NOTES: x INDICATES SPOT ELEVATION. \.000.00 INDICATES BOTT. OF FTG. ELEV. ALL SUPPORTS RADIAL TO STA. LINE. 24W BENT 7 WINGWALL SLAB. 4200 PSI AT 28 DAYS TYP. PILE EXTENSION CONCRETE STRENGTH AND TYPE LIMITS 1 1 1 1 _J F— L PLAN POLF LIMITS OF ROCK SLOPE PROTECTION (113-4 O.G. OR F.G. 0 ro REINFORCING FABRIC, SEE SPECIAL PROVISIONS BENT 7 SLOPE PROTECTION THIRD RETAIN/NG 7 7 TYPE WALL THIRD AVE. BRIDGE SAN MATEO 1 INCH=30 FEET CONTOUR INTERVAL: 2 FEET EXPOSURES: 101/102 PHOTO SCALE: 1:5400 THIS MAP WAS COMPILED USING A GALILEO 0-6 STEREOPLOTTER FROM PHOTOGRAPH/ DATED 3-8-83 AT HAMMON,TENSEN,AND WALLEN b ASSOCIATES, OAKLAND, CALIFORNIA 94621 X ; 101.00 97 7 110.6 8. x 102.9 2' //ELEV. 104.5 ELEV. 103.5 SECTION A -A R= T= L= APPROXIMATE LOCATION EXISTING EMID 8"4 ASBESTOS CEMENT WATER LINE (TO REMAIN) 2,185.25 12°00'58" 229.99' 458.29' APPROXIMATE LOCATION EXISTING 97 I2"4 POLYETHYLENE RECLAIMED WATER LINE (TO REMAIN) � 97X E' w m 0 at 11 EXISTING KOFY TRANSMITTER BUILDING X 97 9 X 97 9 NOTE: ELEVATIONS BASED ON CITY OF SAN MATEO DATUM +100 FEET. ELEV. 95.0 Pc. X 29 1 62+80.84 100.00 66" REIN (UNDER C NOTE: CONTRACTOR TO DETERMINE EXACT LOCATION OF EXISTING WATER LINES PRIOR TO EXCAVATION AND PILE DRIVING ACTIVITIES. PILES TO BE ADJUSTED, IF NECESSARY, AS DIRECTED BY THE ENGINEER. SEE "SPECIAL PROVISIONS". BENT II BENT 12 BENT 13 cr PILE EXTENSION 4000 PSI AT 28 DAYS ELEV. 103.5 PILE CONCRETE FILL 4000 PSI AT 28 DAYS 0 9 TEST PILE LOCATION "B" '/2 „O. 108 /06 /04 Mob TYP. ABUT. WINGWALL TYP. ABUT. WINGWALL —PILE CORROSION COLLAR TYP. PILE EXTENSION R = 2,760' A= 28°30'00" T = 700.95' L = 1372.87 2461/ ORCED CONCRETE STORM DRAIN NSTRU9TI0N) F X t 1 103 s 103 3 4.5 20 3 BENT 7 WINGWALL X 1 1 .0 EXISTING P.G.81E. POWER LINE (TO BE RELOCATED BY OTHERS) 99 . X 103. a 1 D O -J w -J 0 0: I - I- -- Z w m = 2,760' EXISTING DRAINAGE PUMP STATION (UNDER CONSTRUCTION) X 105.a cOENTRAtE DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE 101 CONTRACT PURPOSES X 95.9 Lu W W Z U' z w F- 0 W 0 K a 0 0 J m a O It 0 0 w It SEAL SLOUGH BRIDGE FOUNDATION PLAN NO. I w J Q 0 U) DRAWER SET 25 72 SHEET 3 OF 18 NO. REVISIONS DATE N v 71 'i BENT I C�G6+ 65.00 11 70 ELEV. 105.5 ELEV. 103.5 TOP OF PILE ELEV. 98.4 ± MUD LINE ELEV. 95.0 %CC', CONC. FILL 4000 PSI AT 28 DAYS - SLOPE TOP TO DRAIN EXTEND PILE REINF. TO TOP STEEL STUB MOUNTING MEMBER, TO BE FURNISHED BY PG 81 E. EXACT PLACEMENT TO BE AS DIRECTED BY PG a E 2'-8"t FIBERGLASS JACKET (CORROSION COLLAR) 2411t STEEL PIPE PILE - CLASS 150 REINF. SIMILAR TO BRIDGE PILES TOWER PILE REFERENCE: PG aE STANDARD DRAWING 304940. 67 % BENT II 67+35 00 NEW SPANS EXIST. SPAN'S EL ETV: 119-2.0- o EXIST. TOWER 38 247 PS a E LINES UTILITY TOWERS NEW TOWER PILE FOUNDATION FOR PROPOSE TOWER RELOCATION % BENT 12 68+05.00 699.3' 744.3' &PEG aE POWER 97 Q BENT 13 68+75.00 _. - SURCHARGE BACK FILL ON OUTSIDE OF WALL TO BE TO FINAL CONTOUR 0 0/2 EARTHWORK GRADING RETAINING WALL SHOWN. ABUTMENTS, BENT 7 AND WINGWALLS SIMILAR. --�� TNIR� AVE N EXISTING TOWER TO BE RELOCATED BY OTHERS, SEE NOTE 21i -1I" 4UTILITY TOWER 69 BENT 14 69+45.00 RELOCATE EXIST. TOWER 246 (FUTURE CONTRACT) L I EXIST. BRIDGE 70 Q BENT 15 70+15.0 1 TEST PILE LOCATION 56. 1058.3' 0 GRADE BACKFILL ON INSIDE OF WALL AS SHOWN EXISTING GROUND APPROACH ROADWAY EARTHWORK NOT PART OF THIS CONTRACT 40 UTILITY TD-kER - X 102. 100 X 102.2 X 104.3 100.7 fry. x x IO J XISTING PG & E POWER LINE BE RELOCATED BY OTHER 2? �N N ,N \ 0 \\ ,S o ELEV. 193.0 -*NEW BRIDGE 1013.3' i o ELEV.I79.0 0 Q Q U 0 0 0 J J STRENGTHEN AS NECESSARY FOR SYSTEM USED rn TENSION CONNECTION Z 0 — z C Cn W w J F - J 0 F z zCC W 0 mw 0 I- I -w CC W J Z O 0 2 w m w 0 U Q 4 EXIST. TOWER 245 ELEV. 100.0 NOTE: PILES AND ANCHOR MOUNTING MEMBERS TO BE PLACED AS PART OF THIS CONTRACT. RELOCATION OF TOWER NOT PART OF THIS CONTRACT. w I- 0 z TEST LOAD TO BE 600 KIPS. FOR PROCEDURE SEE "SPECIAL PROVISIONS? ASSEMBLY TO BE DESIGNED BY CONTRACTOR AND APPROVED BY THE ENGINEER. AS REQUIRED O w = J Z Z cc k } m 0 O o Z_ 2 Q Cc Cr wi- I- z w o 0 O FINAL CUTOFF ELEV. 103.5 CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES � I O w I - z I- w 0 E Z wQ J 0_ / COMOURS@ ABUTMeA/75 C- lit - 24 W I- Q 0 cc W z O Z U W 0 O a_ •a APPROVED w z O 2 W > 0 O RECTOR OF N CO 11)") n - Q) c0 Q • V M 0 b Z W m — Q Cr U Q N W -J 0 CC WU W ti Z ¢ > a 2 0 < Z 00 N < < < W W ¢ ¢ NUi O WDW ti 2 D w N (1)2¢W M w 0 CC ow SEAL SLOUGH BRIDGE FOUNDATION PLAN NO. 2 w BOOK NO. DRAWN BY DEV I- LU Q Ucn CASE 4 DRAWER 25 SET 72 STANDARD LINE TOWER RELOCATION SHEET 4 OF 18 NO. REVISIONS DATE I'- 6" 38'-O" 2 SPACES it I8'-9" = 37'-6" RET. WALL L.O.L. I0'-0" rt EAST THIRD AVE APPROACH SLAB 3 A 8'-O"= 24'-O" BACK PILE SPACING W.W.L.O.L., R= 2,147.25' • ' I I I 14 c BRG. ABUT. I 51-6" 4 SPACES a 7'-3"= 29'-0" 9'-11 3 SPACES a 7'-3"= 2I'-9" v- 6" BEARING PAD SPACING SHEAR KEY SPACING 6'-0" I 4 SPACES ft 8'-0"= 32'-0" FRONT PILE SPACING rt EAST THIRD AVE ---- . 38'-0" 4 SPACES @ 7'-9"= 31'-0" 3'-101/2" 3'-101/2" 4 SPACES @ 7L9"= ILO" O" • 2 SPACES a I8'-9"= 37'- 6" FRONT PILE SPACING 4 SPACES a 71-9"= 31'-O" 4 SPACES a 7'-9"= 3I'-0" BEARING PAD SPACING SHEAR KEY SPACING I'- 6" __L _ I / ( r N. r I8'-9" W.W.L.O.L, R=2,798' 91-41/2" 9'- 41/2" BACK PILE SPACING PLAN 1/4"= II -0" 18'- 9" BRG. ABUT. 17 18'- O" T Y P. _-W.W.L.O.L, R=2,722' CO NTRACT DRAWING ',IRIS NOT BEARING THIS STAMP ARE OR OLETE FOR CONTRACT PURPOSES 1 rn Q Cr 0 Q CO W J 0 1- U w co Z Q U, >Nz O Z a 0 O c a y c a W a' W ¢ Q O w D w U I- H ¢ U Cu i a Do W O ¢ ¢ to U w 3 PROJECT ENGINEER APPROVED SURVEYED SEAL SLOUGH BRIDGE O 2 0 0 Jo w I- a D DRAWN BY ABUTMENT LAYOUT w J Q U N CASE 4 DRAWER 25 SET 72 SHEET 5 OF 18 OZA LID NO. REVISIONS DATE (0 'C I- W U Q 0 I %1 r-� r r - -, A ABUTMENT I ELEVATION I/4"= I'— 0" PLACE AFTE B.B.�r STRESSING 4'- 6" JT. SEAL ASSEMBLY \ I'-0" APPROACH SLAB (FUTURE) \\ STRESSIN Tr 21-011 BO -I • 1 I-2 9" I L—_ 2- 4 *4 ABUTMENT 17 ELEVATION WING WALL ELEVATION 1/411=11 -OH NOTES: FOR DETAILS NOT SHOWN OR NOTED, SEE BENT 7 PLAN AND ELEVATION SHEET AND BENT 7 DETAILS SHEET. APPROACH SLAB NOT INCLUDED IN THIS CONTRACT. 41-6" BRG. ABUT. I Q BRG. ABUT. 17- *4 TOT. 3 # 6 [ @ 12 # 6 12� O O I #6 -NI IN TOT. 4 N # 4 (a 18 M 15 OCTAGONAL PILE (CLASS IOOC) " 2'-6" 6'-o" SECTION A -A 1/2" = I'- 0" Q >- - *4 TOT. 10 24"$ STEEL PIPE PILE (CLASS 150 SIM. TO ABUT. I RET. WALL 1/2" EXP. JT. FILLER E.B. ABUT. REINF. SIMILAR ABUT. I A # 8 I TOT. 6 (FULL LENGTH) SEE "PILE DETAILS" SHEET FOR LAP SPLICE RESTRICTIONS 21-0" 21-0" 21-0" 61- co" SECTION B- B 1/2"= I' -O" *4 OR W 20 SPIRAL , SEE "PILE DETAILS" SHEET FOR SPIRAL PITCH ABUT. REINF 3-4. 4 *4 TOT. 2 SECTION E - E 1 /2 11= !Lou *4 TOT. 6 MATCH DECK OVERHANG ABUT. REINF. -01 *5j (4?9 SECTION C -C 1/2"= /2"= ILO" 1/4"= 1'-0" # 4 TOT. 4 —*4 ® 12 # 5 c--1 @ 12 z*11< TOT.2 —#8 [ (Qi 9 *4 18 -*4 (4118 4 TOT. 2 W.W. L.O.L. SECTION D -D 1/211= 11-0H CONTRACT DRAWING PRINTS NOT BEARING MS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES 0 M I w I - a C PROJECT ENGINEER APPROVED W I - W P. 3 2 U P. ZZ f• N ZZ J Z 0Z 0 J <W WWQW O IL 7 W • U~v. g 2 W o,,a ti Cu In to I" -Of 'P c o M 0O 'o Z W C_.a cc 0 Q H W J U K V. co O f ce ti N I0 W 0 C SEAL SLOUGH BR ABUTMENT DETAILS O O } 2 W CC 0 D O tf) m CHECKED BY W J Q 11 Cr CASE 4 DRAWER 25 SET 72 SHEET 6 OF 18 OZALID BEG. WALL 60+79.50 BO -3 B.V.C. 62+00 NO. REVISIONS DATE ELEV. 109.29 ELEV. 101.00 3-6 r_TOP OF WALL +1.50° CONCRETE BARRIER NOT SHOWN I i I II II I °I' ELEV. 111.10 WEAKENED PLANES VEXP. JTS. BO DATUM ELEV. 90.00 EXP. JT B0 ` ( 50' C -C EXCEPT AS SHOWN ELEV. 100.00 �3- SPACED EQUALLY BETWEEN O PILE SPACING O 0 0 RET. WALL L.O.L. EAST THIRD AVE (+) Z 7.1 U S ELEV. 99.00 O p in to N PILE SPACING co 0 0 (0 (0 61 62 10 SPACES f 11'-71/4"= 116'-01/2" 6 (+1 (+1 DEVELOPED MIRROR ELEVATION I/811= I1 -011 1 0 ti m of (TOP OF WALL t+1 O O M 0 ELEV. 99.00 MATCH LINE 4 SPACES ft II' -0"= 44'-0" 0 0 r: 10 SPACES 9'-43/4"= 931-111/211 O 0 P.C.C. 62+80.84 to 1`) (+ +) (+) }1 7 SPACES (t I5'-6"= 108'-6" 121'- 6" H= 8' 6 t*) (+) 1+; R= 2,185.25' ty— 62 t 06.00 OD N 3 SPACES @1 I2'-8"= 38'-0" 50'- 0" O O N (0 0 O + N (0 O O N) 6 SPACES a I4'-8"_ 100'-O" H= 12' PLAN I/8" = I'- 0" H=I0' END WALL 64+65 ELEV. 113.47 o I O ELEV. 98.00 DATUM ELEV. 90.00 N 0 L ELEV. 96.50 ELEV. 95.00 PROFILE GRADE 63 10 SPACES f 9'-43/4"= 93'-III/2" P.C.C. 62+80.84 R =2 760' C12 (+1 M 6 SPACES a I4'-8"= 88'- 100'- O" H=121 11 64 DEVELOPED MIRROR ELEVATION 1 8"= I'- O" PIP 6 SPACES A 7'-4"= 44'-O" (*I N Ct- o 0 0 O r: M m o + + 9 SPACES ft 6'-4"= 57'-0" ,t) ±; ) ( O O O C0 A NOTES: 2'-0" 0 RET. WALL L.O. L. CONCRETE BARRIER TYPE 50A #5�mlit 24 TOP OF WALL * 5 TOT. 2 * 5 76 @ 12 TOP OF WALL DETAIL 112"= it-on STATIONS SHOWN ARE ALONG Q EAST THIRD AVE AND DIMENSIONS ARE RADIAL THERETO. ±) DENOTES BATTERED PILE (3:1 BATTER). 1+% DENOTES PLUMB PILE. SEE SHEET B3 -I OF STANDARD PLANS, FOR DETAILS NOT SHOWN. ""------>.-- BENT 7 FTG. RET. WALL L.O.LT o Q EAST THIRD AVE- t+' (+1 64 O O (6 M CD M 3 SPACES (t I2'-8"= 38'- 50'-0" H = 14' PLAN 1/811=11-0" 63 +94.00 64 + 01.00 (+) 'r O O CD O (D ( to 4 SPACES a I3'-6"= 54'-0" fTh 64'- 0" H=I6' CONTRACT DRAWING PRINTS NOT REARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES IL zw W U' z w APPROVED 00 4 Z z W U O a. a J a IL 0 CC 0 I - U w IY O w H W N Z UU N J Z < p U - J y < W Irma O HI- S _ IITT wU W U w R SEAL SLOUGH BRIDGE T RETAINING WALL DETAILS SURVEYED BOOK NO. w I- C 0 • I CO SC w 0 U w 0 0 w J C U CASE 4 DRAWER 25 SET 72 SHEET 7 OF 18 OZALID B0 3 NO. REVISIONS DATE W.W. L.O.L., R= 2,798' N) Q. BENT 7 RT.= F\ iN r j i I BENT 7 SEAT REINF. CONT. BENT 7 RT. REINF. END RETAINING WALL BENT 7 LT. REINF. 2'-0" up LAP • • • • • • @1I8 'N6J[@12 6"4' DRAIN HOLE - TOT. 6 • • • • I • *4 f 18 TYP. a • I *4 ft 18 -*6]1(12 Q BENT 7 0 ih • • II BENT 7 RT. (CANTILEVER ABUT.) - SECTION X - X 1/211= I'- 0° 6 SPACES (" 6'-0" = 36'-0" BACK PILE SPACING �t EAST THIRD AVE N MI I8'-9" 19'- SECTION B - B 1/4•1= I'_ 0" Q EAST THIRD AVE, R= 2,760' —RET. WALL L.O.L. 5'- 6" 5 SPACES 7'-3"= 36'-3" BACK PILE SPACING 4 SPACES it 7'- 3" = 29'-0" 9'- 11/211 BEARING PAD SPACING 3 SPACES A 7'-3"= 21'-9" SHEAR KEY SPACING el -0" I / , \ -r B.B. 0 I I r \ I, \ , \ / i I'-6' TYP. V 4 SPACES iA 71-9" = 311-0" 4 SPACES (a 7I-9" = 311- 0" S-101/2' I 3'-101/2" C 4 SPACES (a r-911= 31'-0" Q BEARING 4 SPACES la 7'-9" = 3I'-0" • r I 9 M (SPAN 6 SIDE) Q BENT 7 Q BEARING (SPAN 7 SIDE) SHEAR KEY SPACING BEARING PAD SPACING 7 SPACES (a 5'-0"= 35'-0" ion 38'- 0" '_9'I 5 SPACES ( 7'-3" = 36'-3" FRONT PILE SPACING 38'- 0" 4-#6x6'-0" EXPANDED POLYSTYRENE TO MATCH BEARING PAD THICKNESS\ PLAN (LOOKING BACK ON STATIONING) 1/4" = 1'- 0" 1/2" EXP. JT. FILLER ON SIDES 81 BOTTOM - TYP. 1/2" EXP. JT. FILLER-TYP. TYP. SHEAR KEY (DEPRESSED)N NOTES: 4-*6Nf�_N\ 8'- 0" 0 I LIMIT OF ROCK SLOPE PROTECTION I' ire 0 13—r 0 -- 0 O 2'-6" L__ r- - ELEVATION I/4"= ILO" ALL BEARING PADS ARE 9" x 15" ELASTOMERIC BEARING PADS 11/2" THICK ON SPAN 6 SIDE AND 21/2" THICK ON SPAN 7 SIDE. FOR "SECTIONS C -C, D -D, F -F, G -G" a "ELEVATION H -W, SEE BENT 7 DETAILS SHEET . EXP. JT. IN BARRIER JT. SEAL ASSEMBLY BENT INTO BARRIER r Z/FY/A• J SECTION A -A 1/4" = I'- 0" 9 y 7 V d w z O z W I- O w 0 a w 0 a a W z_ O z w 0 W N C 0 U J m O CONT?ACT DRAWING PRINTS NOT BEARING THIS STAMP Atf OBSOLETE FOR CONTRACT PURPOSES_ W S 6 Sc Z J 61° U < y w ¢Q2, U F I- S g a V In i '- W C0(00. ti N CO . N- CD t0 4 tD o MO. F tow w oft. 4 tr U 4 N W -J U d' N O 2 a d' M N M SEAL SLOUGH BRIDGE BENT 7 PLAN AND ELEVATION 0 O } z w > o ¢ O O N m W H a 0 CHECKED B w J Q U N CASE 4 DRAWER SET 25 72 SHEET 8 OF 18 NOTE: BENT 7 = B.B. NO. REVISIONS DATE CONCRETE BARRIER TYPE50 n *4 H-11 ▪ TOT. 5 # 5 TOT. 4 11 EAST THIRD AVE # 5 7 t12 * 5 TOT. 2 ,-TOP OF DECK 0 EXTEND # 6 J L (t 12 TO DECK LEVEL G• SECTION C —C 1/211 = I' -0'I 0 #6 = a ADJUST AS REQUIRED TO CLEAR PRESTRESS TRUMPET MIDDLE WALL REINF. SECTION D —D 1/2n= 1'- O11 r `�I MATCH OVERHANG *4 TOT. 4 APPROACH SLAB NOT IN THIS CONTRACT. SEALED JOINT AND TIE DETAIL NOT REQUIRED. JT. SEAL ASSEMBLY 4oI 1-2 1 u #5 n4 12� Lino z cn g3 #4 T6T. 10 #4CP12 _PLACE AFTER STRESSING1 -o" 3'- 6" B0 1 I- y y LIMITS OF *5 (a) 12 TOP TRANSV. 81 *4 STIRRUPS I5"x I8"x .064" GALV. SHEET METAL ON PAD. COAT TOP OF PAD WITH GREASE 1 o 1 CONST. UT. to rl #5;:, m f 6 EXTEND END DIAPH. AND CLOSURE REINF. INTO OVERHANG #5f @ 9 lo" #4 5 (a 9 MIDDLE WALL � 2. BENT 7 CONCRETE BARRIER ON MIDDLE WALL (TYPE 26) *5TH(Th41/2 (-TOP OF DECK #I0 TOT. 4 2- # 5 TOT. 4 IN OVERHANG VIEW E— E 1/2": I'- O" 2- #9 -Th *4 TOT. 6 S @ 12 #'8 L 6 #8 a 8 O . . #6 or—�o TOT. 4 6 Ii (i4 12 N #4(118 #41 @ 18 #4 TOT. 8 U) w a a I'- 6" I'- 6" 2 o WEEP HOLE - TOT. 3 2-#9 �_ \ ELEVATION H —H 1/4".= I'-0" 0 2-#4 f r v - I' - 6" 3 4'- 6" 11-6' 8'- 0" SECTION F —F 1/2" = ILO" W.W. L.O.L. #4 TOT. II 11 2'- 6" #4 fl (a 12 2_#4 2-# 9 L 6-# 4 6" I 31-0" 6'- 0" SECTION I —I 1/2" = I'-o1I # 6U (t9 5- * 6 URA # 9 TOT. 3 TOP 81 BOTT. # 6 TOT. 4- # 4 I TOT. I # 4 LJ TOT. 3 # 6x6'-0"TOT. 4 * PRIOR TO STRESSING 6"$ DRAIN HOLE ELEV. 104.5 - TYP. RET. WALL FTG. 11-6" * 5 (i4 9 -#4 TOT. 4 # 4018 #9Th #7 --I @ 6 ( INSIDE FACE) # 4u @18 # 7a 6 (OUTSIDE FACE) W. W. L.O. L. SECTION J — J 1/2"= I'-0" 4'- 6" REINF. SYMMETRICAL ABOUT Q BENT 7 41-6" PLACE AFTER STRESSING # 4C (a12 # 4 TOT. 7 CONST. JT #4 TOT. 12 12'- 0" SECTION G —G 1/2" = I'- O" 3/4" CHAMFER • II 11 II II I II • • I'- 6" SECTION K — K 1/2"= ILO" 15"x 18"x .064" GALV. SHEET METAL ON PAD. COAT TOP OF PAD WITH GREASE #5 61-0" @ 6 BEARING PAD #6 n @ 12 #4 (a) 18 �L 12 Co w a BACKFILL INSIDE > BENT TO ELEV. 103.5 # 4 TOT. 18 1 0 1 N 6 @ 12 CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE NI CONTRACT PURPOSES I - W Z CJ �! -' y IOOO J Z < O p z in`<w w ¢¢ o w p 2 w Q wo.., as• W J U z U. U, O• 2 a cc v b w z z z w APPROVED SURVEYED SEAL SLOUGH BR W I - a C 6 z O O co DRAWN BY BENT 7 DETAILS CHECKED BY W J Q U CASE 4 DRAWER 25 SET i2 SHEET 9 OF !8 OZAL ID NO. REVISIONS DATE Epoxy mortar cap /04.0 Top of jacket /03.5 Top of pile / `/Assumed water surface 24(0 Concrete pile extension /03.75 Top of W.W.F. and concrete fill -Fill space with concrete or cement grout. -Method of placement to be selected by Contractor. Provide Cleanout and Tight Seal. 3" Bottom P/ate, Diameter= Pipe O.D. plus t/2 "Max. ELEVATION 4 x 4 -W5xW5 W.W.F. Nand or water Jett excavate gs Stee/ pipe pile Note.' See "Pi/e Details -Class 70C S C/ass /00C" Sheet for splice details. 2101 SECTION A -A 1"2/10" "4or W20 e3"pitch Epoxy cooled #8 tot. 24 Epoxy cooled 2 O" 0 Steel pipe pile 3/8" wall thickness 2'8"Fiber 9/ass form (Stay -in -place) 4x4 - W5x W5 Welded Wire Fabric - overlap 4" Min . Concrete Pill SECTION B- B l„_ l!Q„ Alote: For reinforcement' not shown see "Pile Reinforcement" #4, #5, 8 #6 Reinforcement on/y Run off on bar as shown 4%p` A (75 % pen. min. 45° 5 lap bar Direction of weld Notes: /. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position . 3. Lap bar centered on sp/ice . 4. F/are weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. SPIRAL SPLICE DETAILS WELDED OPTION /04 80 No lap splices o/%wed 60 k. 1035 50 N E° 0 0 K -/0 24"95 x .375" St/. Pipe Pile PILE REINFORCEMENT CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES M 0'C1 N W H C C rCC �w N w N ;* z Z W >w 0 cc it a APPROVED ENGINEER a Q J 0 a U. 0 2 0 I- O W Cr W F W (0 Z 0,0 O W O Z < O O • Z J o < W W Q S O W ] W O ~ Q N i a coDo ¢ w 0 ¢ mU in N N m • LO N- (1) Q � U o o -- z 'Dw C •--*Q CC U a N w J U cc U. (n 0 f C C N N M 0 C ft CO 2 O U) J Q Lu U) F4 0 .\ 0 LCD SURVEYED w a 0 6 Z O 0 m M 00 Ua w 0 m Z C C w I- 0 CHECKED BY w J C O CASE 4 DRAWER SET 25 72 SHEET 10 OF 18 " h 0 r MM. she// thickness 0. /34" art N 5 tot. 6 SECT/ON 1/ -ti (Mandrel driven) 0 v to e� O h co O N Min. shelf thickness: Class 45C ' 0/793" Class 70C ' 0.250 " *5 tot 6 SECT/ON V - V V Alternative tip " { Alternative tip shape ���� { shape at option \ at option of Contractor! \3 of Contractor / \341 min. fib /4 min. ft A L TERNA T/ VE "U A L TERNA T/ VE "V" Notes.' Details are the same for both Cfoss 70C and Class /OOC piles unless noted otherwise. A /0" minimum diameter pipe extension (thickness = 0. /793 min. for Class 45C and 0.250 min. for Class 70C) may be used at the tip of Alternative "Z "when taper is 30'or more in length. Pile reinforcement extending into a footing sho// be hooked as required to provide clearance to top of footing. Piles shall be extended only in accordance with details shown elsewhere in these plans. Lapped splices in spiral pile reinforcement shall be lapped 80 wire diameters minimum. Spiro/ pile reinforcement at splices and at ends shall be terminated by a /35� hook with 6"tai/ hooked around a longitudinal bar or strand. A// concrete in pi/es and pile extensions shall contain not less than 8 sacks of cement per cubic yard. 4/1 grade 60 reinforcement to be epoxy coated. Precast Prestressed Concrete P= /23,000 lbs. min. As = 0.608 sq. M. min. Cutoff Line-) /2 3/g" r max. #6X/4-0 "min. tot. 4 SECT/ON X- X 0 E M CO O N I I 0 0 h q) h 433 U) C3 m 0 1 CLASS 70 C Precast Prestressed Concrete V) #6 x 14-0 min. tot 4 st N P= /60,000 lbs. min. As= 0.790 sq. in. min. SECT/ON Y - Y To be in p/ace when pile is cost. 0 h 0 11). b f6 x /4'-O" h 3 ThIil N zszi Octagonal or @ , circular section optional n 4t W // t 2 may be substituted PRECAST PRESTRESSED PILES: P = Prestressing Force /f section used is larger than q�� anchorage the min. section shown, then "P" shall provide 860 psi min. As = Minimum area of prestressing steel required. Concrete Strength: f rt 28 days= 6,000 psi (Class 70 C) 5,000 psi(Class /00 C) f ci ( transfer = 4,000 psi DES/GN LOADING Class 70C = 70 tons Class 100C = /00 tons T /4 max. t 1 r 4.1 v 93 U) y a U) H C3 03 1 CLASS /00C T 7 i Backup plate SQUARE GROOVE 45. Backup plate SINGLE VEE - GROOVE SINGLE BEVEL - GROOVE SECT/ON Z - Z * Measured out to out of corrugations N int /2 max. I I I in 4'-0" I I l e i @ ��1 I 0 J Lowest mat of rein!. 3"Embedment \1 P/on footing a to elevation P/L E EMBEDMENT Cutoff fine #9 with standard 90�hook, total 2 (bundled) grouted in 3 "dio. ho/e cast or drilled into center of pile tifil /0 "min. ALTERNAT/VE "Z Within /0 "min. dia. pipe extension *" W// a 21/2 may be substituted. P/L E WELDING DETAIL - BUTT 'O/NTS Notes: /. Single Vet -Groove and Square Groove permitted for all positions. 2. Single Bevel -Groove permitted for horizontal joints only. CLASS /50 SPL/CE DETA /L S z co #5x /2I O"tot. 6 instead of #6x 141-0" total 4 ALTERNAT/VE P/L E ANCHOR FOR PRESTRESSED PILES Co NTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE TOR CONTRACT PURPOSES W N W co Zcr -Jul O Z < O U Z y < a W � Q N O W W U ~ I- 2 aaUv WO�i � U) titos U 0 Q Cr REVISIONS SEAL SLOUGH BRIDGE DATE PILE DETAILS -CLASS 70C & CLASS IOOC et.L1? DRAWER w 0 N cr co 0 0 b J D d U- 0 CC 0 F- cr W W J Q 0 Cf) SET 72 SHEET H OF 18 NO. REVISIONS DATE rn rZi rn Bottom portion — r1 Top portion co W35 or 5 ga. wire 0 x 51-6" dowels Iota/ 4 N P/S Steel SECT/ON A —A --Form to retain epoxy mortar • /TW3.5 or 5 go wire �P/S Steel 2" Ho/es to be cast with spiral ridges SEC T/ON 8-8 DOWEL SPL/CE DOWEL SPL/CE 1. Bottom pile section to be firmly seated in ground before splicing may proceed. 2. P/ace form on bottom portion of pile so that excess epoxy mortar at splice will be retained and comp/ete/y cover the joint. 3. Fi// 2" ho/es three -fourths full and coat the joining surface of the bottom portion of the pile with epoxy mortar. 4. Insert top portion dowe/s into ho/es in bottom portion of pile immediately. 5. Driving to be resumed only after epoxy mortar has cured. Heat may be used to cure. Note. C/ass 70C Pile shown, Class /00C Pile similar. 3/4 "Ch om fer i Top portion -- I -F- - Bo/tom portion SL EEVF" SPLICE ASSEMBLY SECT/ON D —D Fu// pen. Bar 2x3/X5�0= L/x/x%4 %8„ Gap prior to torquing of PL 1/4 bolts. --- - a Bar Ix %2 x 51-0"—a- /; r., 2%4„ /%„ 4 ,Bar 2x3/%X51 // 54;4 H.S. bolt,I9 spaces & 3 4 DETA/L 11D L /x / x %4 al/ around. Miter corners WELDED SLEEVE SECT/ON C —C }F Dimension to match pile SLEEVE SPL/CES SLEEVE SPLICES 1. Bottom pile section to be firm/y seated in ground before splicing may proceed. 2. Epoxy adhesive to be pressure injected into welded sleeve sp/ice with sealing material used to retain fluid epoxy. Epoxy adhesive to be applied to contact surfaces of the pile and bolted s/eeves immediately prior to astembly. 3 Driving to be resumed after epoxy adhesive has been cured. Heat may be used to cure. 4. Sleeve may bp factory bonded to the /ower pile section. PL %4 BOLTED SL EEVE SECTION C a/C GENERAL NOTES I. Design Loading (Ultimate) Tensile Force Compressive Force Shearing Force Design Moment 1/5* 500* 70* 75 * with zero axial load 2. Other methods of splicing may be used provided: (a) The above design /oad capacity is satisfied. (b) The cross-sectional area through the sp/ice does not exceed the cross-sectional area of the pile by more than 25%. (c) Durability is equivo/ent to designs shown. 3. Corrosion resistance is equivalent. COJTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OISOLETE FOR CONTRACT PURPOSES w w N Z Q >--U J w O Z < a Zip < W W Q 1,3 O W W D w • ~ I- 2 CL N w 2 ¢ W w O rCr co U w a ti N o ip �a (O M O ^ Z 4.0 —4 —Q cc 0 a N W J U cc U. O Q cc r -- cu ro M co N QC 4 W F a 0 X W W Z U' Z w 0 U W 0 a a APPROVED Z w � W U 0 O SEAL SLOUGH BRIDGE LE SPLICE DETAIL LU w CC O U LU C!) LU CC LU 0 M 0 W > W K tn N tNo W W 0 0 a a BOOK NO. DRAWN BY CHECKED BYEJBDATE 1" CASE 4 DRAWER SET 25 72 SHEET (2 OF 18 NO. REVISIONS DATE C1 40=0" NOY '0" 33-0" Profile Grade Void spacing 1302:3C 29=3" 4- 71/2" -2% 00000000000000 3=0" ..0 Pile spacin ..G 9 4 ,.0 96=9'12 7-0 „ _.0 3l-0" East Third Avenue /-0 TYPICAL SECTION SPAN I TO SPAN 6 Prestressing duct, see "Longit. Section" Sheets for cable path 475, Turn tails or bend Jdowe/s to as req d to c/ear voids •; 11 II 1/2110 Vents both rt /5"0 Voids2 ends of void - Typ. 2'-3" Void Spacing L "8 Con/ @ each Stirrup leg 5 ell • II 6 Concre/e Barrier Type 50A (A75-, .2 3 #5 r g /2 0 "5lot 5 #8 Tot. 4 Con/. (Exterior Girder only) -34 Drip groove -7 PART TYPICAL SECTION 3e 1:0., /- 44 lot 2 I Prestress duct Note: Exact location 's) to be proposed by the Contractor, shall be located away from lraf f'ic wheel lines and be approved by the Engineer Closure pour to be p/aced o minimum of 2 weeks after all f4/sework has been removed i3"Clo- i!o" "4[] e/2 4" x 8"Continuous key Voids to be secure/y tied down to prevent floating. Snap ties anchored to soffit formwork may be used Extend e hook 45 Pully into closure pour "8 tot 4 -/5""9Void CONSTRUCTION JOINT OPTION 4 East Third 4venue 80:0" 5-0 34c0" 34=0" 5-O II -0" N Void spacing 15602-'3C 33L9" Profile Grade A75 -A Concrete Barrier Type 50A / PI LThO 0000000000000/,00000000000000, Void spacing 15@2:3"-339d -2% .310" -2% _.0 Pile spacing 4'8=0=34?0" spacing 4 @B(o=34O" ., 5f][1n TYPICAL SECTION 3/": IL 0„ I fo SPAN 7 TO SPAN 16 ,Ben! ,6„ 2-3 "0 to 10 ft 3" Limits o/ 45612 lop Depress "8 a #5 under "o transverse 4? "4 stirrups _-I r 1/2"0 Vent J • • II "5 Cont. bottom longitudinal reih/i continuous through bent VOID TIE - DOWN 3j4"_ /' o" "0!a! 4- 4 orW20@ 3 ,Ditch 2'0"0 Pile extension 7e t /018 N '------ ''5 @ l2 bottom transverse reins. "8 Column reinf. .c---D\N%------- TYPICAL BENT SECTION n/=0" Prestressing duct l5"o Void r Tubular Hand Railing 2 Concrete Barrier t _ � . Type 26‘1:1 CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES W. f W N Z Q j - Z - w O 6;°° GILDWQ 0=/-1-M Doi- Aa=W 0 L-1) . M %1 N w w z Z W APPROVED h a w O O cr U W W } W 7 N 0 2 Er m 0 J V) a C BOOK NO. DRAWN BY DCV Z O H U W co H W co J U >- ci5 0 0 W a U 0 >- H W I - a C CHECKED BY CASE 4 DRAWER SET 25 72 SHEET 13 OF 18 NO. REVISIONS DATE 1 #4 V or- f Stirrup Spacing Abu/. 1 k Bent 2 20'-6" 3510" 5=/%2" 7=0" „ T B en t 3 SO" _ ", Pt. of no movement - Ben/ 4 3.5&o" C. G. prestress force is parabolic between points shown\ Et^ Ben/ 5 I_„ L n H 80/2 Beni 5 SO" 418max 18912 e/8 max 80/2 tni Bent 6, ' Bent 7 iBrg.� 30'-9" SW/ P!8 rnax 86)/2 117-/ ,4 eft\zool EL NI- /I 18'/2 f 8P12 S-3 LONGITUDINAL SECTION P/8 max 189/2 €18 max 8'12 /8max PRESTRESSING NOTES •Pjack = 7300 kips total at jacking end(s) As = hack .75 f's Total number of girders = 15 VV11 ' - I .2... 18012 Concrete: f'c = 4200 psi @ 28 days; f' ci = 3500 psi @ time of stressing GENERAL: '1 Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment, if any. Pjack specified at the jacking end(s) includes friction losses and provision for 32,000 psi loss in stress. 2. Tendons to be jacked to 0.75 f's and anchored at an equivalent anchor set = 5/8". 3. Contractor to submit elongation and jacking calculations based on initial stress at a = .824 times jacking stress. 4. Both ends to be stressed. CONTRACT DRAWING PRINTS NOT BEANS THIS STAMP ARE OBSOLETE FOR (ONTRAQ PURPOSES a N i w H 0 t` ra�tiw w N Z Z Z \ w w 0 0 2 6 a APPROVED ErY J m o_ u_ 0 0 ce U w W H W h 2 N Z is uj Z < -J Z J N W < W ¢ Q W O F S CC • W wawa N CO In In ti O) tD Q (O in O Z t En- f `. cc U Q Cl, W J U CC U. 0 2 tr ti N M re I- z W m O h - ABUTMENT LONGITUDINAL SECTION TF N1 SURVEYED W H 0 0 BOOK NO. DRAWN BY CHECKED BY4j,S DATE 92 W J Q U U) CASE 4 DRAWER SET 25 72 SHEET 14 OF 18 NO. REVISIONS DATE Sent 7 rarg. / 20 - Bent 8 35=0" 5=///2' f j5ent 9 7- sent /0 f,Sent 11 3510" , _ " 8@/2 12‘, 018 max 8@/2� a I Ben/ /1 t Bent /2 3.50D" Pt. of no movement - , @/8 max 8@/2 35=0" 7-O 1 .r 86'12 4-7--) 3 7-O ®18 rn cox ;A 'S 1 ;tsizio r 819/2 Bent /3 Bent /4 35 =0" 80/2 @/8 max 861/2 6)/8rnax 8 6)/2 57-I S-3 Bent /4 t Bent /5 350" 7'O" 35=0" 720" .�J Mc 18e/2 7- O 1 C. G. prestress force is parabolic between points shown - L86)/2 F- -3J 7-0 l8 max (86)/2 Bent I& Abut 17 30j-9" en lg. 86'/2Va7- rvAit ti e/8rnax _186)/2 86)/2 &18 max LONGITUDINAL SECTION 8e/2 1-0 J r L8e/2 57- S-3 @/8max 86'/2 #4 U or U Stirrup Spacing e/8max 86)12 PRESTRESSING NOTES •P jack = IQ650 kips total at jacking end(s) As =Pjack .75 f's Total number of girders = 33 Concrete: f'c = 4200 psi @ 28 days; f' ci = 3500 psi @ time of stressing GENERAL: '1. Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment. it any. jack specified at the jacking end(s) Includes friction losses and provision for 32,000 psi loss In stress. 2. Tendons to be jacked to 0.75 f's and anchored at an equivalent anchor set = 5/8". 3. Contractor to submit elongation and jacking calculations based on initial stress at ® = .725 times jacking stress. Guth ends to be stressed. CONTRACT DRAWING PRINTS NOT REARING MS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES a ‘,, S Zt w z z Co Z Ls( tic w O CC w O C. a a W z C� z w w I- W N 6 z w 4V J 61°00 • < Wy W 2 ¢ownW o H 2 3' D2 u o,a J. U ec V.'. O 2 a cc CO 0 -J C/) -J Q 'C E n ABUTMENT 17 0 N- 03 Z _0 H W LONGITUDINAL i✓ ' Iii o . tfj t# \w^ DRAWN BY W a 0 CHECKED BY -1 J Q O U) N M; CASE 4 DRAWER SET 25 72 SHEET IS OF 18 Face of Barrier & 6"max ctrs Stagger Face of Barrier Top of Deck open holes & 18" P/ace anchor bolts for Cover £ on approaching traffic end PLAN BOLT a PLATE L A YOU T .41111-1A? Bar 4x%4 46 Gap L 4131%2 Stop on high side of deck HIGH S/DE BARR/ER DETA/L /0 Loi II I I I II ( II P N / G VIEW B -B 2 Cover E x /3'1 wide sheet neoprene sat. Cover , See"Plan Bolt 8 P/ate Layout - R=3/4" Face of Barrier `rr SKEW -c 20° It0 0 IL l l +r, O I I I j O I I ----�°-=tom` -- 2" --I SKEW i 20° Norma/ to joint 5/'°4-325 bolts,/%4" reach. Torque to 150 ft /bs Bar 4 x3* ?/1" I L413x/2 /a Chamfer %e x /2 "anchor studs @ 9"± 2 ""min x 9"anchor studs 0 9"1. /ear Bend to clear paving notch or when required' at closure pour. Paving Notch or Closure Pour Limits i /nitio/ Pour Limits Match s/ope of Barrier Bar 4x3/4 /6", Gap Bar 4x%2 Tight Fit 346"x/3"wide sheet neoprene LOW S/DE BARR/ER DETAIL (See Note "B") Gap 1/4 Bar 2x%4 x5 Note 'A" Cover fP 3/8 x8%2 x/8 Bend to match face of Barrier SEC T/ON 40-0 43, 0 G 0 0 0 / lam/ ✓ //' r l //A////Ii//////' 11 it L II \`.\/. \T Vi+��.�li t7/ /7 //117/ '71// n, 2b dS Z 0 I1 i z� 1..3"Offset- Typ. PLAN- SIDEWALK COVER PLATE Note.' Sidewalk Cover Plate Assembly to be galvanized after fabrication. .42 2" 2" or Curb face Cover /E See "P/on Bolt S/DEWAL K DETAIL (See Note "8") 0" \N\\\ V/EW C - C R =1/2" Cover E is x /3"wide sheet neoprene /7/8"" 5"" ////%4'%%/f////% / i6 " Gap %4" Beve/� 4" /%2" /%2" Typ Max Temp Exact width to be determined by the Engineer. 1%2`3 Recessed hole-Typ. 3/11 Hole in Bar 8 Angles - Typ `et NRZ /r4 ,,► ' cTop of Deck Use installation bolts extended //2 "min and coot with bond breaker. After concrete has cured, remove installation bolts, instal/ A-325 bolts and sheet neoprene. ��-- 11 12" anchor studs & 9 "t Closure Pour Limits Tack weld nut to angle at 2 locations. 7/e"x8"anchor studs & 9" ± (5" /ong in overhang) 346"x /3" wide sheet neoprene. , Match existing joint width for closure pour SECT/ON A -A ANCHOR STUD Cover £ -Bar 6 x3/8 x /8 Bar 2x%4x5 Note 1;4" SECT/ON E - E SEC T/ON F - F Floor fL 3/8x /2 3/8"0 Hole (a /8" c -c 5/8" x 4" Headed Anchor /2"c -c Note Stagger anchor studs® 41/2"a` on centers thus: Joint Information "a" Dimensions Location M2verpent Koting (M. R. Skew Winter Summer Spring 8 Fall Abut. / 2" ///2" //2" /" 8t.7(/-7) 2" /i/2" //2" /" St. 7(7-/6) 3//2" 2//2" in /3/4" Abut. /7 3//2" 2//2" /" /3/4" Notes • Fu// penetration butt welds may be substituted for the fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint sea/ assembly to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be p/aced until final deck surface is within the tolerance specified. Joint sea/ assembly to be fabricated in /4' max lengths. Use joint at crown of roadway, at any change in transverse slope in deck, and at changes in horizontal direction. P/ace other joints at or near /one lines. All metal parts to be galvanized after fabrication. Sheet neoprene sho// be fabricated in one continuous piece or joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. / "holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note "%J " Insert assembly or expansion anchorage for *Ix /3/4" A-325 bolt. Note "B" Use the Sidewalk Detail at al/ sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal is 0.51 or less. ,--3/8" Cop Screw 8 3 " 2 Washer a 24 "c -c through 2 "0 hole in floor plate into drilled 8 topped hole in L. Remove screws after concrete hos set CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES / 3" 71/2" ""a " SEC T/ON 6-6 Floor if 3/8 x 2 L 9x4x//2 3/8110 Hole lw /8"c -c 5/8" x /2" Headed Anchor /2" c -c 5/8"X 4" Headed Anchor /2"" c -c NO. REVISIONS DATE a: 1� w ct cr w w z z w I - U w 0 0 a. a APPROVED !0 z W 0 0 S ILI 0 0 U J m a U- O 0 0 U W W I - W 4020 >. U Z JLT, 6 < p = J U <W i Q W 00Ha N- N m ti on • Co o co M 0 co Z Ea m2 Cr U' Q N w J U It U. 0 2 a It N- N M SEAL SLOUGH BRIDGE RATING = (MAXIMUM MOVEMENT W Q 0 C W > Z W > a O 7 N m DRAWER W J Q U In CASE 4 SET 25 72 SHEET 16 OF 18 NO. REVISIONS 1 DATE MODIFY LOCATION AS SHOWN TAPE SEAL AROUND HOLE iN VOID —__ 0 0 4. 3"CL. MIN. Q ---h- PRESTRESS DUCT DECK DRAIN - LEFT SIDEWALK I"= I'-Ou 6I 6 63 10 SPACES a 35'-0"= 3501-0" RETAINING WALL DRAINS 64 0 to 3" x10" CROSS DRAIN---„.. MODIFIED TAPE SEAL AROUND HOLE IN VOID DECK DRAIN - MEDIAN BARRIER In= 1'- o" DRAIN l yr i DECK DRAIN - PLAN I" = 1'- on DRAINAGE PLAN I"= 50' SECTION A - A 1"= 1'-0" DECK DRAIN -LEFT SIDEWALK @ 1/4 a 3/4 POINTS OF EACH SPAN MODIFICATIONS: LONGITUDINAL DIMENSIONS OF RECESS AND DEPRESSION LENGTHENED WITH ADDITIONAL DRAIN PIPE . 6 "$ x 0.138" GALV. STEEL PIPE - TOT. 2 3"x 10" CROSS DRAIN MODIFIED ( SEE "SECTION A -A") DOUBLE 6". DRAIN, SIMILAR TO "DECK DRAIN- MEDIAN BARRIER" RETAINING WALL DRAIN I " = II -0" c_ EAST THIRD pVE 72 DECK DRAIN - MEDIAN BARRIER (a 1/4 & 3/4 POINTS OF EACH SPAN CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES JC cTIN W H Q 0 APPROVED ti N OD LO L.0 -(.13Q l0 O in FO t .J cr W J 0 cr w — F U. w co Z ¢ N wOO O <w',a; 2 Z O c y < J W cr w¢DW o r , ¢ — ✓ a j W OD l m wWQ w o a SEAL SLOUGH BRIDGE DRAINAGE PLAN SURVEYED W H Q C O z 0 O m DRAWN BY 1-) V DATE g4 -s. >- m C W J w U w J a 0 U) CASE 4 DRAWER 25 SET 72 SHEET 17 OF 18 OZALID NO. REVISIONS DATE NOTE 8 TaU ADO& tree NOTE I co 6/ { LEGEND ( CITY STANDARD ELECTROLIER, 30 -FT. MOUNTING HEIGHT AND 8 -FT. MAST ARM. SEE CITY STANDARD DWG. 3-1-161. --II/2" CONDUIT, 2#8 (240 V) * E3 NO. 5 PULL BOX. SEE ES- 7D NOTES: I. TERMINATE CONDUIT FLUSH WITH FACE OF BRIDGE RAIL, 18" BELOW FINISH GRADE. SEE DETAIL "C11, ES -7B. 2. CONDUIT DEFLECTION AND EXPANSION JOINTS SHALL BE INSTALLED AT CROSSING OF ALL BRIDGE EXPANSION JOINTS, SEE ES -7C. «i t0 62 63 FUTURE ELECTROLIER (NOT to PART OF THIS CONTRACT) +>I NOTE 1 (plot UP ON STAGE 3) �4 64 r 81- 011 * 24o you A 150 WATT HIGH PRESSURE SODIUM VAPOR LUMINAIRE, CUT-OFF TYPE, WITH INDIVIDUAL PHOTOCELL CITY STANDARD ELECTROLIER (27'-6" POLE LENGTH) ELECTROLIER FOUNDATION IN BRIDGE RAIL. SEE ES -7B, AND CITY STANDARD DWG. # 3-1- I6I. ANCHOR BOLTS SHALL BE I" DIAMETER GALVANIZED AND ON II" BOLT CIRCLE DIAMETER I1/2"C-2*12,SEE ES -7D. 2#I2 BETWEEN PULL BOX & LUMINAIRES NO. 5 PULL BOX IN SIDEWALK, SEE ES -7D. INSTALL TWO- POLE FUSED SPLICE CONNECTOR IN PULL BOX AT EACH ELECTROLIER--rc I1/2" C - 2 *8 (LONGITUDINAL CONDUIT RUN IN SIDEWALK, EACH SIDE) c0 4- 65 66 67 ELECTRICAL PLAN I" = 50' 6' 8 • 69 4I O rn M ELECTROLIER ELEVATION 1/411 = ILO" XIST• LONDLIII STOP) 5 NOTE I 0 T THIRD AVE EAS 72 71 M 70 co STAGE 2 2 -SINGLE ARMS 2- TWIN ARMS Exist. sr•LT5 & NEW (ST•]][) 6 NOTE I vIy1. CON0OIT silt 0 ToT._W 14 - SERVICE FRoM .DETRotT DR.. CONTRACT DRAWING PAINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES M W a d w W W Z z w APPROVED O S w w N Z >-- w O Z < 0 y a w Q 2 N W D W r CC is jto 00¢w uj 0 W J U cc 0. 1n O 2 a cc SEAL SLOUGH BRIDGE ti ELECTRICAL PLAN � e rj�\r 4.LI2 SURVEYED Ls) Q 0 BOOK N0. 00 W W 1- Q DRAWN BY CHECKED BY 1/E DATE 8'3 W -J a U CASE 4 DRAWER SET 25 72 SHEET 18 OF 18 81201 1 ► 1 ► 1 1 1 I 1 -r, i , I (r 1 I ; 1 1 � ,11';I 11 1 r �-_ )j/ y /l 1~ �% 1? I 1 I ►I I 1 I 1 1 '1� I A \I I 1 i ,1 I 1 I i I t I 11 \ 1 11 I 1 ,I 'I I 11 I I (?) I \I \ \ C34 \ \\ \ 1\ ~ i Ii I II I \ \ I I I \� 1 \ I `\ �\ \ I -\ \\Y\\\ \ \ \ ""!---,st, 11 \ zyz- zz V / // / a,r 01'44 \(' o / .644 d6 Ov 00 I I I coa • y NCO N n nlicj It to 1 riic a / `�' P90/a'E 9/v/fli ; 1 cu 0 �o Ato m SURVEYED BOOK NO. DATE v N 20 cn z DRAWN BY RLG DATE 6-14-84 N CHECKED BY 9 DATE 6'15. 14 SCALE I" _ •50' EAST THIRD AVENUE WIDENING SEAL SLOUGH BRIDGE ADDENDUM NO. 2 UTILITIES AND WORK LOCATIONS EER 6 -/r -e4 DATE z 0 APPROVED CITY ENGINEE APPROVED Dpe A / DIRECTOR OF PUBLIC WORKS DATE SNOISIA3a 0 P1