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East Hillsdale Boulevard - Widening Part II Marina Lagoon Bridge
SAN FRANCISCO I I • J Ina ..., :... SLIM cr'1 13 it • , ) i `^ "i// ,es‘ • NNE • • LOCATION MAP SCALE : 111=8001 I • A / EAST HILL SDALE BLVD. WIDENING MARINA LAGOON BRIDGE (SAN MATEO) • C 1TY OF FOSTER C ITY SAN MATEO COUNTY CALIFORNIA SCHEDULE "B" BRIDGE. I B GENERAL PI AN. 2B ROAD CONSTRUCTION DETAILS. 3B TYPICAL SECTION 131 DETAILS. 4B FOUNDATION PLAN 5B SUGGESTED ACCESS PLAN. 6B ABUTMENT I. 7B PILE DETAIL. BB ALTERNATIVE PILE PLAN. 9B PIERS. 10B ABUTMENT 12. B TYPICAL SECTION I2B PRESTRESSED GIRDERS. 136 RESTRAINER DETAILS. 146 STAGE CONSTRUCTION. • THE FOLLOWING DRAWING PROVIDED FOR INFORMATION ONLY. 2C STREET WORK ST.10+01 TO 16+00. By CITY ENGINE R R. C. E. 21596 FOSTER CITY,CA SION DESCRIPTION HoY. t€17180 DATE ESTERO MUNICIPAL IMPROVE -Mete. DISTRICT CALIFORNIA EAST HILLSDALE BLVD. WIDENING PART II MARINA LAGOON BRIDGE DATE COVER SHEET SCALE AS SHOWN APPROvEp APPROVED SURVEY BY BOOK NO. DATE DIRECTOR OF PUBLIC WORKS DATE " " r 1 1 r M N & ; D i n n i n g o f t r i a g e S i n . 4 7 ' 4 5 - p L T c 9 , N o n , S / , E S t B e 4 , 4 / 5 e r n 0 ' H y h E / . a 2 . 4 C _ _ L o w / . 1 / / . 0 1 1 i r n i / o f C o n s / r - u c / i o n . e - 5 2 = 0 ' A b u t . / C o n t r t / M \ \ 1 1 P i e r 2 \ \ 1 1 I I \ \ 1 1 I I \ \ . " I I I I I I I . . 1 1 d L i I F E 1 �� F E 1 1 1 1 7 1 . T T o t a / L e n y ) 4 h o f 8 r / d y e 5 G 3 = O ' 9 S p a n s ' d o 5 / 2 0 " c . C 5 9 ' 1 1 T I I I I ] " L J T F 1 1 1 7 1 C b n t r o % / e d a E t / 0 0 t ' S o u n d / i j . s o f e / a y o o n 6 o f t a m w e r e t a K e r n a n A p r i l 2 4 . , / 9 8 0 / n t h e a r c a b e t w e e n t h e b r i a a a s . G f { , e r - a r e a s w e r e r ' . > t i n v e t / i y a t c d a n d * h a s - C o t i l / d d i c t e r { / g y m t h e l ' o t t . r r , d e f c f t d E L E l / A T / O N a b o v e * I N a - , ' c r / e 'c / s a r c c o n f r o / / e d s e a s o n / y b y t h e C i t y o f S a n M a t e o a s f a / l a w s t o S c p / a - r n 6 s , - o n S e p t ; / 6 o n N o v . / 5 o n F e b , / 5 o n M a y / S P r E S A T & S i d , N o . 9 A o r 9 B p u / / b o x a i r s . E / " / 0 0 r E / , 9 7 , C E / . S 5 , 5 E l , 9 7 5 * * A / . / 0 0 t / 1 = 3 0 ' ��r = 1 �� E r i r r i d I I I P i e r B 1 1 I I P i c r 9 I I I I I I I I I I I I I I I I I I I I i I I I I I u u I I I I I I L L " i n n e w p i e r ' s 4 a b , a > t i n e n / s r n , E , e ��/ a c e p - e C ' C 7 S f p r e S / r e s t e d c o n c r e t e P i e s S p c c i F c d ) 4 � E / . S A b u t m e n t s E / . 3 5 : o P i e r s . . " - / o E l , 3 5 . 0 P i e r / / E 1 4 0 . 0 * * C i t y a ` S a n M a t e o w / / / o f C o r , / r a c f o / s r e q u e 3 / m a i n f a i n w o % r - 0 / 5 / . 9 5 . 5 u n / i / 4 o n / / . f B F E . 4 ' S / d e w g l k r V F E F 4 E R e f e r t o r a i s e d k e y s ( E ) / a n d d o w e l e d e n d s . ( F ) S e c P / E R 9 F _ E I s 8 P E J E F i f s E n d 0 I C 8 r / d y e 5 ) 4 4 7 , [ I T L I C f I T 2 � ' C , / % / / _ 7 r A b " t n i e I f a x s - - ( E i c h c i i ) / 4 - I ` 7 ` / I i \ c - " 1 - o N > ' s k i . M N f r a m e . 4 c o v e r - ��G c , t x , w i d i s h o n e o / c o n s f . e w a r k 0 P L A N r 3 0 ' M e d i a n B a r r i e r '/ - N r / d t . 4 o f e s t i s f : b r i d g e I i 1 / E x i s t c l e a r s / o c ' c e " E B 9 , 4 7 8 E / , 1 / 4 . 3 7 J B L P / a c e r e N , b a r r i w e o v e r e a . p i e r 9 - - - w i d t h o f e x i s t b r i d g e t o / t o r m a r k i n g a n d s f r i p r n y s e e & p e e l , C c - f r y f , o n s , " E / e 'c ' * l o n s a n d b e a r i n g s . o n t h e s e p l a n s a r c F o s t e r C i t y D a t u m ( L / . . P . C . 4 s . S 1 9 2 9 M I . W A / , 0 . 0 0 s f . C , E / . / 0 O . 0 o ) 7 - a 0 6 t v i n e / v 4 " i o n s o n C i t y o f S o n M a t e o d c l f ' u m s u b r a c 1 ' 2 . 9 ' 0 ' T o o b t t i n 6 a a r i n . 7 s o n C i t y o f S a n r 1 ? c 7 1 4 0 d a i c 'r n a d d / � 4 9 C 9 / " / / " / 0 9 d = 9 " - " e V C r v i d u i l b a r r i e r r a j / , e n / 0 # 1 b e x / e n d C " b e y n r a d c o n c . e n d s . , Q o p r o x i m o r e . L i m i t o f C o n s / r u c t i o n T o . 4 / l a i r A v e : . F o r G e n e r a l i M / o t e S S e e 9 4 1 e 2 3 s 4 1 r " A p e r t 2 4 . 6 , 1 0 1 # 7 . f , a - s w o t - 4 : e c o n s / . 1 I I T Y P I C A L S E C T / O N S / a y e C o n s ) 4 r - , u r f , o , I " / M r 1 0 1 0 " 1 3 8 1 - 9 " - / % ' 4 V a r i e s , . ' . 4 " T t / / p h o n e ( d x / s f ) / " R E V I S I O N O . N O . D E S C R I P T I O N D R A W N S Y C H E C K E D 1 A P P N O V E D I V S Y D A T E D A T E 1 9 D R A W N B Y C M E C K E D B Y P R O J E N G R J O B N O / " I i R . L . B R Y E R R . C . N O . 1 7 3 4 9 E S T E R O " M U N I C I P A L I M P R O V E M E N T D I S T R I C T C I T Y O F F O S T E R C I T Y C A L I F O R N I A E . H I L L S D A L E B L V D . W I D E N I N G B R I D G E G E N E R A L P L A N G E O R G E S . N O L T E A N D A S S O C I A T E S S A N J O S E " W A L N U T C R E E K S A N D I E G O " S A C R A M E N T O S A L E A s t # e d ~ A P P R O V E b A S S I S T A N T D I A P P R O V E D S U R V E Y S T R O O K N O . 1 1 . 6 - 8 0 K S W P C D R A W N S T " 5 A 9 - - D A T E ^ I A N C A S E C N K . S T D A T E D R A W E R G t p p S H E E T _ B O F S E T 4 4 6 1 1 4 L i v e L o a d = 4 4 . 9 1 / T o , t / s g o - 1 4 d D I R E C T O R O f P U B L I C W O R K S D A T E I f 0 s,eIDc e. ' CcoN rieA Crc,e ,l'ORA /r5nas 1 l:See 1 for; in/a'- eying par/ions.; 1 i I I21 r idri///rg1>r2r n'allp ers.{, I i. - -ug cea7v'o/ O.+a lb . /'Y Sc. I -*or sri'd'* !4 pack/2a ' f.#'f n a ems/ ; . aor'reM _1.5*e/ ;"hr :si .avo, s, ,a/{/s; . a and Wer/ro//e - s6 ;O.E . - nce/fe for +sid'e walks, s o//s. p ers' End17. •{ /e#ci vil/ s ►s Slee/. //,?g4 _on wwo// _.. .. i.. ; - t 1 _ _le _..Ce tnccr-e le Irew'i9z2',va/ .pil. b(74dge1 --4- „ 'O COIN/7,"Roei .0 l f#` /144.17:1.„.„7O2 oa /r- i 4``;// a-rce * / above btu. '0414'.t�/�e /' //0-Avira r • } Z. ' rift ale dial/ - onc,4o ho//s oii, Grlage k Con/ro • 2 C'onia'oi/ under 1 sxde%/vo/k I ; - . .1 -j ! I. eeths. o// :. so/vog c of valves 0;901_Ins/o// nen /irgc�/i�C1in_ 1 _ r } 4.;_ kiy -fi// ex#'fer/or Hof N/ 14/01/x. j E 4, I s t I _I- ; j , EXISTING UT/LIT/ES AND TOPOGRAPHY ARE SHOWN /N THEIR APPROXIMATE CONDITION ONLY AND ARE NOT NECE: SAR/LYCOMPLETE. THIS kW-OR/NAT/ON /S SHOWN SOLELY AS AN ACCOMMODATION TO THE CONTRACTOR AND NEITHER THE CITY OF FOSTER C/Ty NOR GEORGE S.NOLTE AND ASSOCIATES GUARANTEES THAT THE SAME /S COMPLETE OR ACCURATE AS SHOWN. OYDOHi//sdale B/rd /0/00 Norfolk St IIi li N53°05'00' Cons/ Ty,oe 14"Whee%hair romp %i Mai bo /a be reloc y others. Coll Service, Customer Servi jDep/. 2 weeks poor to j cons/ruche.- • 97,414- 40Rf. Remove Exist Catch '' Basin (Cons Type GDOP/onD74-/4 Dro/nayye In/ef eh/0362 n✓Ex. Ie RCPinN/007Lbt „Inv. in E _ /00.80 `L. { ay or ER 1 aft Se 2 x N N a Relocate Iwo(2)irr&anon valves (pressure re/eases 0152- 33'R/ 'Remo* Exist. Coed Basin tP/uyExist. /2'RCR. 9.13¢," F. O.C. 4ORt EQ Confer/0382 t Begin CG (5/ir HI LL!SDALE O h Shasta/ion facilities do be modified by others. Coordination shall he maintained with Sheol cool/victor throughout construct/On of o✓oining facilities. Ci D szs v 7 N Sidel►�olk of Note X : Sidewalk from 3/00 to 318450 to be cis/rex-A d by bridge Con h-octor. See sheet '26u/men/ /'' EC -Lip //044 Iota///5/=/ "PVC and dr-Insfo//48!-/f1 Condud \ (2 08 (..tacked) o •� a IT-Into//46'- I%2"Condui/ ( o \ 208(✓ocked) h -P +1L x \ -044 sideway by con - o Conlrodfor S ri 1, shee/ "Abufn'enl / w 'k e vo b • U C u Remove ex/sting trees as needed /'Or Construction per the goproro/ oilhe Engineer b Jp 1 0 1105 0 Instal/ * 9Aor9B,ouRbox 41/454 ^-FOC /21.,EC TABLE A •C N ti C 1/45 ti U) to T. r v End I5'Gutter �erioge Cbn/roc%r fb remove concreft per detail sheet "Abutment 1" 41/454-Con/ro/Line...EC. 41/4.54•rFO.C./Rt.--EC . End /5'Gufter NVI , n tiff Sta. Offset Lt. fors Of Barrier 2/30 2/50 2175 3100 3 /P5 3150 3/75 318¢5 3' 2/' /.7' /.3' 08' 02' co' QO' HILLSDALE BLVD. Splice to exist. Conductors in P. B ,4boradcn-4 Remove exist. Signo/ �.- RemoYe exist. Detector, P. B. %d g40ondon /nsta//2%2 C* Exist. std. , relocate os directed Install new Signal Pull So Re/acat�std (Appox. location) Install eif "C /nsb// /%= "C Q Remove 6 So/mye exist stc/ ew instal/ Type 19-3-70 Std W/sv-/, NAB, SP-/, PPB, 3O WA. d/5'Lum. ,KA. 5 /'B 0 instal new Detector P1/IBox # 34`1 Connect Loop Conductors to new DLC in new Pull Box. /osfa//2%2 "C * >E /nsfa// new conductors in each new Conduit run to rep/ace conductors in abandoned conduif. TRAFFIC SIGNAL RELOCATION BENCH MARK P.K. nail set at >4-g Norfolk Si f E. f/i//sda/e Ave. E/. /04.03 /bsPer City Datum. r' /0/53 San ,Wo%o Do/um) ,Beor,r s basca' on Son Mo/ro" reference. For bearings on Foster Ci/y datum sublrocf /' 36 CURVE INFORMATION # R L A REMARKS O 230 /2477 3/°04'56" Lt. FOC 285 /54.6/ 3/°04'56" Median 1.-0C © 360 /9530 3/' 04' 56" Median/0C O 395 2/428 3/°04'56" RE..FOC © 25 3927 90' 0' Return FOC. O /85 2906 .90' 0' RefurniO/l< O 350 300¢ j°55'03" QBorne/- 0 350 219.91 36°00'00" Confrdi e ORemove existing curb, gullet (sidewalk ORemove existing median curb (gullet ® Remove existing catchbasin (back,O/la'ithaggre9ate base. ® Remove 43? existing /2"RCP ® PTO.- foci/dies to be modified by others. ® PG. (E /bci//ties to be modified by others. 0 h ooer direction d" Parks (Recreation Dept. remove (relocate 35'1 existing /rrigatim system with head 7'back oftwa/k. ® Info// Tyoe 30 a/ectro/ier per City srano'oro'plon. O9 //meat 43' t /2 "RCP. 0 Remove exist.irriyaation system 4" salvage slues. // 5o/v49e or relocate exist /rr1'ation/eci//lies astied byfgyineer 0 Condo'! & P.B. G:NCC. R'✓.N. 52540 REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE DESIGN BY E.L.W. DRAWN BY H.J.B. ) 01 CHECKEDBY -491+1- � � , Z� �- PAW .ENGR R.V.H, R.L. BRYER R.CtE. NO. 17349 ,p0 NO 143 -79 ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING FROM NORFOLK ST. TO BRIDGE ROAD CONSTRUCTION DETAILS GEORGE S. NOLTE AND ASSOCIATES SAN JOSE • WALNUT CREEK SAN DIEGO • SACRAMENTO ASSISTANT APPROVED , SCALE I „_ 20'H SURVEY BY DRAWN BY 04K. BY DATE PLAN CASE II -5-00 Z I ECT ,;:." PUQI c w •1. 9 DATE DATE DRAWER 6 SET 4 167 SHEET 2B OF 14 DIRECTOR OF PUBLIC WORK IL 55.0,6' 2' Vanes .BrroC3e cbnf,oc%v- 7b Ct nsfrucf sit.442* a'xl sr0'cwa/A- exrtavorion Sta. 3-74 DO its 3740450. .Poop' Cbrr/rac7'or 7b floristic( . cu. -4 a gutter sta. 2/75 to Li A9050 One 2175 o 374 00 /a Remove exist. — OBOAC C.G. E 5/..v Varies h W pGg Barrier yar44 / 1 Coro! Type 50CBorrier 55' Coost CC1S/H! Const. CGf3/w 0.30;40 0604C Base Remove exit!. c. G meceon 0604CBose Light aeyhl ges t le See Special Provisions ee Cobb a /s/and Paving detail LEFT HALF STATION 2+75 TO STATION 4+14.54 varies Varies vhf weshl aygregale ee Specia/Aar/sibns LEFT HALF STATION 2+50 TO STATION 2+75 gar, e Cobble Island Paving detail varies varies Coast C G ,I°more exist CG f median AC overtoy, Excoial- 'below Anishedymde, bock / with import (R.30) to 2/0c%ow /:nishedgrade LEFT HALF ST TION 2+19.50 TO STATION 2+50 s. �t Barrier ee Cobble IshndPovinyy detail Cons!. co. see Cobble Is/and P way detoi/ 0251,4C 05048 /.35ASB 290'R.30 Import T 'ICAL CROSS SECTIONS (LEFT) NOT TO SCALE • f Barrier ci k a t ,' Nines d 1 varies Varies cost. Type 50C Barrier Remove exist. / cG.dmedron /0304.0 / O.60ACBose 0.30'4.0 ivories Aimove exit. cc.rs/w 0604 C Base Light weigh/ ogy egote See Special Previsions rSnake Cb-a/rncfor- 740 ccsfrucf sroervcalF and back -4// S74o. 21 75 to 3-/84.50 58'or6, Sbod Con/rocky- lb �s/rucf Curb & Cuf/er s/a 2/50 to 3 t 64.50 ono' sidewalk Sfo. 2/50 /a 2747s, r OrWge Corn/rac%or 7`0 consfrucf Wo// Si .» 27475 to 57450. RIGHT HALF STATION 2+50 TO STATION 4 +1454 SeeC•:'. °briny de 0254 0 5:48 /.354.5 5. Varies Co them to exist. gutter Lip Is/and Remove exist C ea Ernea'an O25AC 05/A B. Vanes Remote exist. c.G.ES/Warn* /354.5.8. Excavate 5'be/ow hnishedgrade Backfill with import (R.30) to 2/0 belo /ii7ishedgrode STRUCT. SECTION AT MEDIAN FROM STA.I+88.8 TO STA.24- ST 2.0' S.5' le — Rini e She//s lion On51. C G. f 5/)vor L/w Work outside R/w to be completed by others T PICAL CROSS SECTIONS (RIGHT) NOT TO SCALE See Typical Section for /e1'! side 2tl95 2,50 21'75 Notes (/) 5W, nrr/uin or /notch bol light /eerie( Aggregate Arhicheve (2) 5'Afinimum Or match bottom - . xistiny. Light wee it Aggregate . chewer /5 yreate If /s be iered this - nvon is B'ormore. See specs. STRUCTURAL SECTION PROFILE 4H5.' Mortar to be /lush with Such that we/ern/roll wi i/ow over curb A NOT TO SCALE CROSS SECTIO 0 60'AC. Base 8' (2) 4 3 -AB NOT TO SCALE Provide 4•Vp conduit with /ish A .3 "Cobb/es set PCC Mortar 2O'/'ertico/curve ION DD CC AA BB BARRIER TRANSITION D AIL subyra NOT TO SCALE 5'or 5.5' S'Cobb/emop/ar -Joii7/ a/ refa/iniri. / Batter • r/ool Cf6 Base a aired by Strc Cara/sect. slope l'P& root CAL CURB, GUTTER & SI DE WA L NOT TO SCALE NOT TO SCALE 'Concrete Co//ar End /Cm/tier GENERAL NOTES CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT "USA" CENTER AT 800/642-2444 48 HOURS PRIOR TO ANY GRADING OR EXCAVATION ACTIVITY SO THAT UNDERGROUND FACILITIES CAN BE LOCATED AND MARKED. 2. CONTRACTOR SHALL VERIFY DEPTH OF EXISTING LIGHTWEIGHT AGGREGATE PRIOR TO CONSTRUCTION. SEE SPECIAL PROVI- SIONS. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT EXISTING LIGHTWEIGHT AGGREGATE SUBBASE FROM SLOUGHING OUT FROM UNDER EXISTING ROADWAY AND PROTECT ALL TRAVEL LANES DURING CONSTRUCTION. SEE SPECIAL PROVISIONS. 4. CONTRACTOR SHALL REPLACE ALL LANDSCAPE GROUND COVER IN KIND AS DIRECTED BY ENGINEER. LIST OF ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE ASB AGGREGATE SUBBASE BC BEGINNING OF CURVE C&G CURB C GUTTER CONF CONFORM CONST CONSTRUCT DLC DETECTOR LEAD-IN CABLE D/W DWG EC EX FOC INV L LT NW R RCP RT R/W S SE S/W TC 0 EXISTING a • DRIVEWAY DRAWING END OF CURVE EXISTING FACE OF CURB INVERT LENGTH LEFT NORTHWEST RADIUS REINFORCED CONCRETE PIPE RIGHT RIGHT OF WAY SLOPE SOUTHEAST SIDEWALK TOP OF CURB DELTA - INTERNAL ANGLE LEGEND RIGHT OF WAY LINE CURB & GUTTER SIDEWALK COBBLE ISLAND PAVING DRIVEWAY STORM DRAIN TELEPHONE LINE ELECTRIC LINE WATER LINE GAS LINE WATER OR GAS VALVE IRRIGATION LINE IRRIGATION HEAD IRRIGATION QUICK COUPLER TRAFFIC SIGNAL CONDUIT & CONDUCTOR TRAFFIC SIGNAL CONTROL CABINET 11/2" TRAFFIC SIGNAL CONDUIT ELECTRICAL CONDUCTORS & CONDUIT DRAIN INLET POWER POLE ELECTROLIER BARRIER (CONCRETE) OVERLAY WHEEL CHAIR RAMP r PROPOSED --- ■ o ti /iii/// REVISION NO. DESCRIPTION DRAWN ST CHECKED PROVED MY Sr DATE DESIGN BY E.L.W. DRAWNBY H.J B. CHECKEDBY WY -Z PROJ.ENGR R.V.H. JOBNO 143-79 GEORGE S. NOLTE AND ASSOCIATES ESTERO MUNICIPAL IMPROVEMENT CITY OF FOSTER CITY DISTRICT CALIFORNIA E. HILLSDALE BLVD. WIDENING FROM NORFOLK ST. TO BRIDGE TYPICAL SECTIONS AND DETAILS SCALE N. TS. APPROVED SURVEY By BOOK NO. DATE DRAWN BY CHK. MY DATE PLAN CASE t 1-S-eco 2 AMSTAR DIR C 'N. PU L. WORKS ATE' I DATE DRAWER 6 SET 1167 SAN JOSE • WALNUT CREEK SAN DIEGO • SACRAMENTO APPROVED DIRECTOR OF PUBLIC WORKS DATE SHEET 3B. OF 14 t, Pee F SECT/ON A -A r L --J LEGEND Any/c P/w to !fiernfor-crn:i bcw- r lrn&''r /GH St concrete.pi/es 24" St. concrete plies t',nbar trestle p//as 2.7" Dia. PVC power ot'c is Stara. 945 casing /%a*Oia, irry'atr'on e'/%7C A" i'ijihwne cons",;* /2 -4" D.h.ci• 7'e%phone diets /2"Did• water main Proposed sou S'j• driven eorcrcfa pr/es (40 .Ce d) Proposed if Dip. drilled piers (0Orcza.) N /8'4/'41"e! FOUNDATION PLAN --------fir =/S' _- ---_ ExiStinq timber trestle piles (car`o:Ccto st/ 88 t) that arc wirhi n 4' c>r r ch."a7( pr u,aosad 24° corx're re pr%s�,fha/i be removed. ncc ex/stinp condry'rons shown on this sheet are iLaken thin c ty's 4s-bulrr`pions and aft' shown in thaira/C rux/niatc canelitror, only and ars not na;.'essarr /y Complete. 71v:t ut for - motion is thown so/c/y as on accon,mvprction 7r$a'%e Cbntractar and r;eit'hcr the City or PasYL-r Ji7<Y'nor* Sooryo S. A/o/tic 4' Assoc/10,4 s gwortain#tes trot 7'hc came rs complete oraccuroto as shown. 94 Pano7LCS Elev. d, bottom of coo><ing or- 7'oofing block 90.1 v Denotes S/cr. ho" Sn, ofs/avyA by loana/inys 74.7ken .lpr /9Bo "att.;PAr'�i } dial Exist- planer' Gas Ka/Ve 1 E --_ be pin t led .46u#. BB CC eat - ay, CMP Canc. Cont. EC Lb E/• Eq. ✓t• ©a. (yo/v. NW Loc. Lw MH Nis o,a. Prt . p. ./. PVC R SQ, 71 it X S .STd. A6wfrnent begin Brrdye Eicyri� C'ir ✓c bearing Conduit' Clear CaragafedMu/e/ Artie Clone #c And Brage End CVrPr i/evo'tion Expansion Joint/ Clang e Ga/vanired Nigh Water Location Low War ,"or Manheole Mot fo Sochi On acn tbnt A-tvec ton mounds per i.sty�►vovr ine6 'b/yviny/chf3e de Radial Rainforcement efface 9i1/4n Standard Tote/Ai /3/an frrr may be rc,navrd. �-- by Con trn'c for to rcoci/i tak access and/or Provide paved arbsso✓er dcfDur. NOTE: SEE SHEET 6.$ OP= 7W55'5 P3 4NS Fare fine LAYOUT Fat CLASS 70 Pa. 6- AtTeenbo7/ve 1C', ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE FOUNDATION PLAN t1 -5-15r) ORKik DATE DATE ►'AN CAST A 2 SHEETA B OF 14 7_ • 7o4/ LGn t1 o>< Brea/ = 5G 3 co" a�IC 4vn q o Shiite Stn. 4t /5 11111 s•_No/ _{a/k St _HB 4,4/57 - 52-' 0" / t • •:a ;:. • contra/ II111.7 "11I.I Iil111L'1Ili'L1iTfl T1Tlill' ,:1111IJift1111.11 aL f Cortaro//ad N I Sounain`.x of- file /ayoon botton•t were 'a4•Crt c„ t Apri/ 24 , /980 .'n the arca 64,74evect7 the briaLges. OW/Her- areas were riot inve's/iqarcd :wnd *has co,.!/d d/Frcr train the 6ott.m aeloicftd above andnofed on the "/Foundation P/on.'" * Wafer /eve/s art contra/lea seas -42)1/y by Inc C/•ty o,L S:rn /Warn, as {o,/Oss ;o Sep/CMOs- on .5'ept• 15 on Nov /5 on Fib, /5 on May /5 _.._.•- - , �i. c 47. /oo z 97. 95,5 /e) t 9 $/cons 5/-'O" - 459' 172; 11E111_ r- ELEk4T/ON r- 1 Co (iEr am See /rote c 11 I 1 re/Cr e I, 241 .4 c /1/ /ar4 ,Abutineti t' Eno/ t; I Br,dy� S1a-9:78 `mot /n new piers 4 abultments €'rn ,4 p/Qee precis,' prestressed concrete pits Spccit<.cd fiEA c Abufnncnts E/.3e:o Piers 2 -/o a/. 25.0 p/eP // E/ 40.0 't*Ct'y or Son,t1arro w'/ aj Con/rock) rs r tiesA fl iewit, ooii) Wc2Acr cat 5/. 9E.5 urn,// .4orjar :Iti II I1 I 14.. _. 1 1 1 r (Yc es avers r c y'.:/. rr: tt 7 4. ti1-I }-- I I 1 I1 4rat- WW -t .t - tt �h ACCESS PL.4N !wr5o' — tax.. /acithon "rC/d7s'h n:. swni►kjr!/)C ►� :-.:47a/ca T rrot -S- Ph/.4s1.' �\ SG"emio cgs/chi/n9 P'doe5 , i / t ofexist bridge 54s—tic/ear space , ccesg p/an shown it suyycs 71tNti,. M. are, *Ate00/70/..• {rains .r1c/i,dHiss werielj Mc ax/st,ns ?rest/e ,i%.,• placed ih /302 or shown e., fire fo✓ndot'ion Mao for lire"' /c'" conrtrwctiop . EAeV4tions and Bcarinps wn thssa p/ens ere Faster City. at liver, (•L/.4:C. 4 4, 3 ; 1St Mow 0.04 s f;c'". Au, /00.40) % obibin C/Cv4tions on City at Sc,,. Atha testa o.ar'.401 *.aThifict i4•it0 Ta , ob)'ain 63ara')jS en l,';tie .a!^ . era Mlar 4 gr11^ irn pas ."'*'//" bas (ex,s EBit7B �%. 1/4.37 r•• 71 11 28=o" I 4` Varies 4--x(1 0 wort- 1 — 7MP.wer (Eris,.) Confrtyetorr Access Appr"ox, W.w. _— t - .— -ter. r AJr', r. _ ,'', -+1 s�:%'""•'�,y.` "�. '� �-r-� • ""? 1 voliz/ny p/fives 94 e 2'/u 2. /„ 14" -44.2 4 Varies --.. r1 -----1-i c I 1-r'n— —Fr L ,- — T T' I I I To A/fair Ave. ,a •1 EX/ST/NG TYPICAL SECT/ON /w= /oho* laces' P/an Aktcs 1 ; ---i�a II 11 LL /. No more than 009%. f Me exit t/rn5 waterway may 64 ots#xictad df aae time agar' ,4ori/ /. 1. - 4 "7t/ephone cFxis/,) 2. Con tree ter• shall/ore/are o plan of hi:r /proposed , access, access has/n and to nier/c/s ' r /he review of The Enyinter and Me 4trvea/.f iha L1/r'yenyin tr ot'SanMateo. 3. Con frrrc,'op ,rhoi o6 fain a permit' hip/ace and remove his temporary access. .4pp/ica W or, f,' pperm; r tear o shaft be Ham:conpon,W `y /rcorr/.nendallonr fcr {/Y//ny by: e Con fractar•se/ect d and paid SoNs Enyincet-/ngg firm, itrm;f {ear this work /s 06 fa/ned Hvf the Rub/ic Works Dept. Cn'y .{SQIIMrlea- d see Specie'/ Prt>vis4 s REVISION NO. DESCRIPTION DRAWN SV CHECKED SV AI/ROVED Sv DATE UNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE SUGGESTED ACCESS PLAN o1RrCTQR 4/ rust" ma DATE SHEET 5 B OF 14 - I 8' Corsi; new rai luny gist roiling I•I- U a k 4 j�1 N I J 4) U II /('- 9"R ,tfo3.n9 r, r--1 I ), o,tc, 474/4.5 P64 Voui //= 9,, 4025%99 PL A N - cX /STING I I I Concrete /em.ra/on lea//J I shaft not commence I--1 r . anti/ provisions ore mode' to retain exist I I I I pavement and road II I I Cmbank/nent• ��} '� I - "I 1, I 1la4 : Brio/3e s/oans not' shown. Co/174;741e l iexp, jh s/opc oPdeck- ,'War ,--- 4' Telephone. (en at used) 7"Power•, _'1 -� /'o" r L —� 1' or /iON . Con,S'tractiOh I"Elrp..j% a ,_t-?- I I I II I II r . .. EL E VAT -/ON %"ff/=o' I t Slab over-hcyny, rai/- 1 ii -hg, p/an trs and upper 3'8'.tof wa//s to be remv ✓ed by ri Contractor. -27 '2 8' I skip wait/54? ,Brscgr Oct 1-3 See DETAIL 1 on Piling Dreiwiny 1k oW12"Waier I1 'Cc'pOyc e,i s f: p>oG It7i/ihy 4 -- 'LAN - PROPOSED Cantina. Gas 8" Exp..1t• {r liar 3- 241'4, precostspi a- '-l2"S¢. precool'pi ci /re Deist• p//es not .shown See Sher' 8B fix' pile /oyout K - the it' 6-9.pile chierrao/'iv.. Cons i new l rai /ing rail/et-7y I V1717 xru J• Cx - • Y- C- 4 - #S --- _ BO /:/Q *542/21 At i./741 lily co. Vau/t she ft rekor4" pour to /"pso. faller .r?' PLAN Cons!. curb, yu%fer, sidewalk and r'«. ' /1)9 on new a/ ynnicr7 t + 235' Cun6 face -- - / / ftoc,or / foP/ace new Fill m. i Exist wa// •4: m 3/6f Exist wa//-- -fl,_>rsflrr7 ,fit/ /,rr�, 7rri., — Ly ms /or -c cis 1zv-6od {//, lands coping 4 irri- yafion //ncs, Styr. 47415 -• - • «�- Wacrslop r' 00 0 a G I 1 -- COrISf 8" /"_ /01 Remove &XIS* roihhy Cons*. row rdihny .�. •. 77r ,'"7 ' 04./4 lb proximity ofutilit/es exact /ocatian rb a/elermined by the Enyr. }'f ELEVATION /"-/O' S. W. WALL /2cmoVt exist. ciarbr 9`'7"ra/-, .iiddwrx/'.. and railing 1/4— — Cons f new wall Place this section only afterdeck slob is complete +#S jJ e/2" Linnt o{br/a'C boc,kyr;li~1 4"D,a• drrn "s 4 7 ,Y Were cloth v• "S‘07 -'#4 mi. 4 14f t ?-#7r--®9' `--*4Tof2 (/ 99.o L__ .41 / t -'-K 9•,�y as I I I iKG x' 7'S 9" " , II I I- Z4" fit. ar Z ite..sy 'kit2- �4q$�yl,, u'/v- _I iorcast LL 75'74 Rea � AP 04: ri__ I P/ice 4�I .+,____J__ !!rr f1. . .-...._ I __4___-•_,__.. _ ,..... II U - ^}w __I I 4G -/t' Sq. or- I I Fi// with non - shrink 9rbu t- i/2 "Yee groove SECT/ON F eioonts "Aia X GM , post floater f/'oc RA/L/NG ANCHORAGE id 060i P . SSCT/OA/S ,4.-a See "P/L.t PE74 ° sshcprf. PLAN 1 I� PTI ELEVATION i I Pixley U S. E. WALL - tenet Ole 4-141 t auger drilled pi7e ! tt a- !r'6 r - - .,j G"..,! if' bore fn street* /ia4f- Hoop,. SO/11 L' rc. SECT/ON ,` Sea Note A #a-ave ` 2#77 to 9#23 /42 oiyer Remove exist. garb, yutte Sidewalk and ra//in9 r Exist 16"6ailerpils anal fout/n9 =tom - Cons* 2 xe'S/a, piers 'ct work oevt//riCr7 .416 Res r -e Jb,/, landscaping /rri5ay1'on lines /r keno! by ,goad Cbntrcctor, Sas //he AI ritiLt n ct:vrsf: cwrb; gat*); 4idc is/k end noihi-r9 on new a!/gnn.on t . `—xist, wall -Const. new wall piers to oc L1 ' Raid Con ti-nc for to piece new f?// £move exist '"� va'ewa/.c and ieth 01,9 ego Sea Mole 4 111% Alit Gaffer eli-died "pa with 4-1.4, 7‘74to Oo extent/ g'mt1/2) Bs Walt SECT/ON H Nora A Saw ould. concrete /gond bite*. amoy wog to expose reinforcement: INiInst000 DRAWN *MEM APPROVED CITY OF APPROVED FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE ABUTMENT I VRECTOR or PuSLIC irons SECTION B SECTION A SECTION D V2' _ o, PLAN End posit — Form abutment sea-/ /eve/ iafei a7'//y and to slope of cJeck grod.- 7'ran sve rs e /y, , L E L %9 TIaA,/ DETAIL 1 Wt = / SD,r Concrete coot diaphi oy es for abutments 7' be/ohycca on /bp of 3; --Used 20 ea, shed meta/ , greannd side down. /%Z" s7`er/welded To cc removca ofai /ona,Yh /LT aiR,/-ox. /oc) Ft. SECTION E SECT/ONS A -E arc Cult op the abut-meni- drofry/ t23s Cl!)'?' Art..- conartians as taken {'orn as-bui'/f ,pans. hey can be 4./red as ors inalicc.7t'/ar) ,fit the .S'/zcs of Cor7Cre' ttr,,00rfions of which arc fv Ar removed per notes in these /o/ahs. max o.c. 1 i IUJ STEEL RAILING /# =/=0" Ja,n't Corers top rail only / a. S tee / X 3" LD 4ricrlon {t, tack. we /o/ - one and. 6oliom J o/iirg ---_2_ , /� }ro/ozs 8 fib/es, cored 2 .&" deep required o/ Bu// eno' zb accommodate B - #9 dove/s. (core(-7 of/er nvf-a47 PILE ANCHORAGE C /r?/i7 C/ Vk7. 5 UO. wire. :CC /era Year (4s on op #/otr / ,armLie/net; t the Cone s irt'S`nC 3,4ra oc S .401,4:"IYire S.pirto/,s Piny be tor. SECTION F Ii2" a nc tae gym,/V a VOTE: .is on Q;'tcr/7o A/ ✓ e o 41'e c /)e -o ct; Cot , jro c 4or r /7n r, • eist i:.°. /r;::' <:r e 5Jarldat-cl :2,, qs4.4 7J .5/4" .94. Jo /•d stet/ bars --- SECTION S No. 5 Ga. wire Spiral nest, r `toe,;, = 14" Diorne7'cr - c y/tndr' 'a." void. Shape of c-ni fi /frog gc/ioi 1 PRESTRESSED CONCRETE PILE Pre s/reseed ,0//e A,fes; Scale: I/2"-�'-o" Fc = 6;040 /a, ss. @ 2a dot's working fbrre 300,0Q0 /bs.par/oi/e working IStrre is hie Sze rernoh,inc° actin- /asses in /die ,t reAensibnea' presh-esseo',oi/e due rb creep and shrinkage or concrete, creep of sloe/ crrdehstic compression pf' concrete has occurred cad 3Av// be assumed iv be et; 000,o.s./ ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE. PILE DETAIL onts AS No led c1.!Filr^ia;Ll{9�'.I l:: riZLl:( nitro, ter Puellc WffKk DRAWN w - MK. IV " f r - 1 L _ 1 L J r - 1 L H r m 1 3 ! G i i J I . $ " A B U T M E N T 1 / 0 1 E R S 2 - 1 0 p ( 7 c s 8 P i / e s G P i / e s 4 7 1 M e r l r f - 1 1 _ L J L + J r ��1 L J F r - 1 L , J I - I L J r - 1 L ; J _ r t e _ L . J r H L J L 3 , G M 3 ! . i " r V a l 1 L v O �� a l ) r 1 L L L J 7 4 - - r i L J - r �� L J r - 1 L J r - 1 L L J 4 ' - - 0 " 0 " P / E R 1 / A B U T M E N T 1 2 P I L E L A Y O U T 4 F O O T I N G F L A N { o r C l a n 7 0 4 / t e r n a t , v e X " / 2 P / / e s ` v t i a O t i e - L i J E x i s t . C o n e r e M p i / a 1 r 7 7 7 - i - 7 1 t . 1 u R E V I S I O N N O . D E S C R I P T I O N D R A W N C H E C K E D A M R O V E D B Y B Y S Y D A T E E S T E R O M U N I C I P A L I M P R O V E M E N T D I S T R I C T C I T Y O F F O S T E R C I T Y C A L I F O R N I A E . H I L L S D A L E B L V D . W I D E N I N G B R I D G E A L T E R N A T I V E P I L E P L A N i l U I _ N C T R V D O C K N O . D R A W N S Y 0 4 K - S Y D A " D A T E D A T E T E A / f R p y E O [ K A N C A S E D R A W E R S E T u 8 a 2 6 1 1 6 7 T k O C A i r , r n a o v E D ' I r m a t e d ��' n I I K s D A T E D I D M , " S I I C O M M E S T O p I R [ C T O R O F K W I C W O R K [ D A L E . . S H E E T 8 8 O F 1 4 l"Ex n5/on J'>`. hifier al/ f/at sur{rxccs, • • • 1/41/Ex/odnsion Jf. F%/cr on verb :a/ sides of keys. Raised key a"4 /3'449 24G" Lel wxi-7° has tomeric erg. pads +?.2/9: • • E F PLAN • a:/`v.A n r • V #3 x 5-'o'Vte be tw. yr"den -t- ELEVATION EI 2. 3/8"= /! ow 0 it) I F l�x.yh1x1!7/ Elastomer-,c crq. OJGJ 11, \'' ,6dRX S' k ,L ti /-'LHPsi -. 1 - - - be /w. yrrciu s 1 E/c y. A i Ji -F - ELEVATION b/Eh 3f a=/ f0 it • , of x, t(A /9' 9-4`.0 - l/' ions I I iI MEP?. j'f. Fi/cr DETAIL OF KEYS MrS SECT/ON A 3/4"=/, a" Gt/acsG ////z'1=5!9'' E #I5 ql Par sp49. _._ See ELE✓.4`l/oW LW •� Z1— AN —17— NN 7- / \ \ � / - •"� • -__1211 l 'y • \•- • "\ /8 - i1,/.' - 210" 7,)011 Sit( 7,4 r / Varies 'Grr of fo4 SECT/ON 5 324."=f=oil -*es a"(8sr.); - • • • I f F f_ __� L�__J • 1-24" s - • • F'DoT/NG PLAN PIER, // .3(5.Y..11,01/ .. 2- 0 I A/7/renotive *oahw shape ai *5e.ophon of the Cbntr aclw" 0 M 1 #4 Typ. sf,c9, ro be same as 7Sr- *s r 710" .C,0 tiny = B"disc a -IIreCSB"t(iot; FOOT/NE PLAN PIERS 2-10 3i8"r /10" "roux IL 7" E/as7' n,er-/c ors. pads -- fa/ 1" 1'Expernsr'en Jll.Cil/cr on vertical sides of keys. ----� rat T /1/Expansion horn t filler a// 1/o¢ surfaces /223"t alto" f Raised key Gn.r/3",e 2:ea :.I key 3/ f" PLA N 3/3wr/pow T Ni �I t 5424 eas. 1.0511111 6 tij1 id, „I c of '�7'► rY�,� v caret -tire 7'>* • Mei,. A 1 1 E F I if1/48xeoe401'2s betty. eirdoi r .5o'pP J. fy�. NOTE 1 E = Rxpdnsion end F = Fixed end c -ucr mats to be farmed /eve/ laterally and to the slope of the deck longitudinally. Diaphitgm concrete an expansion ends i» be placed on greased 20ga. go/✓.sheat meta/, ,yrwassod side dawn. /ales C f -$//K 23' -4-, 1/x I t .- r -- s r r s t 1 / :20 f +4Wer- +B • ,-.), rqi \tr- 104 -4 - 1 / #env8 "c MrJ -„ ELEVATION 3/5rit/!ow See ghee,/ BB tar ,vile /oyo/'f far the rf'''sp.,o/% o/ rr7at/ve. :r*.ter , t situ my if,,, 00 �i.e45w�,il•.w�::W:� Ago Pier 3 7 9 /0 // -P/:face concrete against 1%1'74 oiled mignon ;Art and ¢" of celatex. Remove masoni7c 4 ce%7'x after concrete has erred. Typ. cd. end cc'. pier. S74y t/on 4+47 5t /8 (#6,9 Gf20 G+7/ 7#12 7 t 73 87424 13175 90241. /10.21 //2.GS //5..99 1/5.59 h .90 /4,33 /13. /2 /// .93 • 0 These eathes fa be vcr:fied by Con tt actt.ir oetore on7'errny /nat- c ria Sea/ 4 be µred only at directed ay the Cng,h rer". /2' Sears a - P4",S .rare cane/tit /oi es REVISION NO. DESCR WTION DRAWN SY (SOCKED SY APPROVED SY DATE ESTERO MUNICIPAL IMPROVEMENT CITY OF FOSTER CITY - DISTRICT CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE aTi y�' Za.? SURVEY K PIERS DATE 11 -F5 -A, DRAWN EY DATE PLAN EASE 2 I ORE. ET DAT( DRAWER 6 ItT p t- . L. A .d/at 11'premo/sled - �� {i/er PLAN - EX/ST/NG '• t 4 - w- %8" = /Lo" ' IC 1.64! 011 PLAN - PROPOSED Vs" =/LU" New Corts'ruction. Con st: I f . 4 H Remove curbs \Overhanj9, planters ~ and nil/Pings to be 1 removed by contractor. I I 38=9" 'La? at_ ---� 1111.. -1-= i-- — -F- — -f - j-1 _� f 7 _ _ I I I I I I I 1 !1' l,r l 1.0 I -P a'ce3-/"she.-is Oil: mo /.red ,, ?E Ii i/o is • 8r/dye spans no7 shown. \ 7uRawer See DETAIL 1 on Pi fins Oraw,n9 L EL E VAT/ON %y ConsA•Ji Wa ters *hsp Ri's'e/o,R,.._. as shown #7J‘a/o• Slope face /-/o -ftr-7-7-77 4 -,fib Mai'ch exist, free E/. /02.0 J 05 if ' r t t e#► 4 #4 S /8 ,:i amok I ----#e61/9 3-4 _iir,fisres are 106 ION b -#G /»-_#a MeJo4 4411.... • • • . . oL?+_ I 4-/t°Spor• f 2-24 piles 9' - I apart -L-� - Exist.loi/e l co/c/jt fi/vCie ,n2:9' r- % SECT/ON E 3/8es/L0,i —r� -*4 1» s-*4@sty:4j In "-84 7-0" /2" 2.4%—$ 2-0-4 lints �/- i/J *oaf ' precast rn 2 bandks v beam 25' of 2 born ed. N 1'_ long • #6,-E4 Deily. #.4'/8 ,n deck - SECTION D 3/dir>e/L0 I r+" E-1 7= 0" y4"x8"x/-4"Asheslias sheet packers, under /'ea. bee to baM ends. l7/orure pouw- '--New £ er - 5-1 st pile PLAN Emit s 4114{precast bm. 2row.t4.14p9" I __1111- Esc,3 t -- p/le '%Mm, 'bout fa Covrr1CS1, mar r- L For SECTIONS A - C sere •P/: -E DETAIL." Sheet. __L -#5 _. 4-#8 Aprar•loc. b`o7 of CM is t wad to be I r� /Z'r Prr,na lckd ib.nf' ,C,,r .-Is iW > LEVAT/ON_ SECTION F 4184o. f -or Sege Note A 11#4A11/o'9x2s' I prteesS t flans I *t f ^i 5 . Prows-74_girders are i-,d/calcd; they may be cats -In -place as an a/fernat`✓e :ti; t #5 a° 5%8" SECT/ON G NTS NOTE A Af/er safe><y carb andrai/i g Zr rtmovcd Saw cut' deck %2 and chip away zd" s/eb over- hang. Poser✓e and clean transitive bear nee and rrrno✓c curb and railing dowc/s and longi- tudina/ste /. Closure pars lb be rma'de only arctier all slab corcr-u'iv and median bar, ier has been in Place 7 days. See Sheet{ S8 ler .t>/ e Attend ter The /2 a 61; lei/e o//ernoh ye. Apprex. loc. ex/rt. ro be Myno VC. 1 KExiJt. pile REVISION No. DESCRIPTION DRAWN Sv CHECKED w APPROVED My DATE ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE ABUTMENT 12 ;SCALE tiwtowto $SSISTA MEC104 KS APPROVE As Nosed SURVEY IT NOOK Ns I -5-A> DAIS DIRECTOR"' rustic WORKS OATS _ DRAMS ST •••• DATE PLAN CAFE 2 04K. IT DATE DRAWER 6 SET 107 SHEETIOB OF 14 46x4 "/on5 t44,-si /" holes /n girder 2t; D "[_ 4114U net A . 04/J Tai 3 d4 LI Tot3 _3-#44 i'hrraded 2" ep AT P/ECS f 1pi 0,%er rcinf. see below. Fit/et —. - '� ��/2" O4. Cont. tot 3 -- # 4 Lo -1-w. c/i vi. s tot. - 1: - JI E 4411 --- GDl2" "Did. rod" 184 fo . a fihrraded 2" iSpan — G tit/one Niru, /"ho/es /n guider WC4 2-#6 cP 6ot. 2-#'4 6 fop AT 44/OS44N PART PLAN OF DIAPHRAGMS — See DETAIL L SECT/ON A 1/2„= i1 o v E - SECr/oni //2" /-O„ #4x7=o"Ga /8"oc P/ace betw. s/a4 tap long. acne 4"Fii/G is - 9-,t4 f ctiacent to raised Keys SECTION 8 4r41 et /3 s, p/o:• e be: l<ne. slab tOp lo.)g, burs F 4 Con/. tot. 3 .3- #4 over , ;s cr keys #4 i_-•ef v. yiidei:s Dot tal %4"Edgar nisi r /t/yh/re /Y>a, )C Join l S/yrrr)r_^ fvc✓ir, arcnedas t k/icr" �` -- VYa )Ctrs lop DETAIL L NTS OG x445" lon., thrtr l" holes in Jima/ea- 404 U re.7 3- E 2-#4--- 04u Tot• 3 --� E . a n Ir AT ABt/TMENT$ /^ t3ric/9e ir_ _ Match exist. grade _ _, .3-14 1 L __ ._ 1- I 8J.. 411,4, --g_' --�.f I I 1, Closure /% 1 /00a,- 1 L_J �'-1 2- /" For o,fher rent' see re pW arri aces t ry ) raised keys . • ---._ - - �- SECTION C . 0" - r4 0,31, place 4etw. slab *2)1019. ior9. -- , bans G rf-:/ice #4 Cont. tot. 3 3-#4 Ovcr raised /;v 0.4 betw. yir ders tat, e E denotes crons/on (raised key) F de/).'tcs fixed end (is dowels i E --d' JL c sE C T/ON 5. a"=/ -'C>" -I Expyr. {der DETAIL L .r Match exist cross-s/o/pe Grind deck \ t / I 4— See t/oitL t4ryp. C/osuit par Provide /4.'P. ✓e. cartheilh 05 Ili C'o24" r6a 4-04 3t7071- .�-�- -/Yt fl x /2!la"s/2"., #5 .S /am, 45w /2L/dci/2p.) ~TYP' G'-3 sr Ciasure poi.r ,r 1� I tetra 0.L.,t &'tien9/h of ( I cask I L_ J i 'is Dipw.o11 V'a/ve near 7+00 .0-#4 . .. �--- Aridspan dap hnayrr, Eva/ Spaces = 2%=G" TYro/CAL SECT/ON //Lox /Apt a 4-#4 i s5(2 31.1" a /2" /2r ax2s=eGala" -lye 1: (l Railing to be rrmoved M4'tcA exist. grade -See Note A L 2; a/oas ire pour is L/- e _-- Mb'h exist a/ s -slope #5),(114,.e Ca /2# 44 '511.1 12" No te'15 #.l G" Tot.G —Abutment acalohraiath BR/OSE SECT/ON i1'ZAR ASCTM NT / ViEWED WA: ON STAT/ON/NG tend asax, sire,' us sno ryti SECTION AT MH 24"City Seri MH fires/il. € cover SECTION G t [-0" G �r ce 9" to /Y/41 - 4PG `fief 9i at Mh' NOTE A Aftcr sar tv :N'rb and railing ,r removed Saw cu" week %," 4nd chip away 24" slap over- hang. Prescrvt and c/can rransvei se oar stee / and remove curb and i-vibn9 dowels and /any/- tad/no/ itcel Closure po4ir to is mode on/v a'F/cr ail Slab concrcl1c and median tan -/Er has be'e'n in p /ace 7 plays. /Vora a Saw cut deck %2/` and abrade s/ab %". P/ace epoxy t-wr-.r t /b 9riocic on sandblasted and airb/ar c/eamed and dried shirfc'ce , Sec." Saocc%a/ Prt✓isions. G AC. -y„ &9"4d/ 4 MA/ 1 x " aat Alt/I�r � i_,-- v.4� 4 Ii J 2-#4 I I I 2i //3"+18+1 eft surr :> I —r r SECT/ON F Mrs REVISION No. DESCRIPTION DRAWN ev CHECKED ROVED BY BY DATE ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE RE T TYPICAL SECTION SURVEY BY DRAWN SY 04K. w DATE DATE 11-5-459 won t PLAN CASE 2 DRAWER YET -n67 SHEET! I B , of I4 " N / { I i I I I ! I I I ! h i I I i t I I V i T o p o f y i n d e r - t o h a v e t r a n s v e r s e h e a v y c o m b e d f / n , s i - 1 - P L A N V 2 i = 1 / . 0 a S / o a n c e n t e r o f g r a v i t y o f p r c t c n s / b n i n g s t r a n d s t o h a v e a m i n , m a m o f 2 h o l d - d o w n s O " % % t g r a o i n t s . f o r y - K a " - o f s t e e l s h a l l f o / % o w n c p a r a b o l i c p 5 , c e n t e r o f a t ��h ��. V t h ' M i n . r 5 % 2 - - 0 n + S e c N o t e A ' ' a v y S e e N o t o A - t - o r o h o n c i / d i r e c t i o n b e n d a i l I S e c N o t e A / : / 2 " C I " y r I r " 1 . 7 0 s 1 1 ��4 - # 4 r - , F o r c a . 1 I S E C T / O N A 3 / 4 . " . I L 0 " 0 - # 4 i n n d b l o c k s 2 - 4 6 4 1 . - - a _ J c o n f : v 0 I = o " 6 1 1 * 1 4 C o n t . , q 3 O c t w . e n d o c , ��; s 7 N , - 4 o r ' i c # 4 c o n * : / t - 7 " J S E C T / O N 5 F I R S 7 z i N S i o / v 6 D - 4 Z 7 E R N 4 T / v E S e e . V o t e A C / , e L i f j # 4 S e c E L E V 4 T i o N / v r " s l i o a c i . 5 S s e e b / o t 4 A . 5 ' 0 2 ` ' E L E V A T / O N s t r i a / I s p a c e p e r m i t - r e d w i t h i n g r o u p - O 0 C O 0 0 0 0 0 0 0 0 a c 0 0 0 8 8 . I S I - - - S S T R A N D C L E A R A N C E S 7 / 8 " M a / J c o 6 / e i r o r 7 o r s k i d h e x n s . r 7 1 % 8 " ' 0 / a . x s n m a i N S E R T A S S E M B L Y D E T A / L N T S N r s 1 . P r e l e n s i o n i n g s t r a n d s m a y b e b u n d l e d i n g n o u p s C o n s i s t i n g o f . 3 'e r t i c a / / y a n d 2 h o r i z o n r a l / y , a n d s e p a r a t e d a t ' M c e n d b / o c k 1 , 3 , T h e m i n i m a / 1 1 s p a c e , ' S f b e t w e e n r o . d p s o r r r t d i v i a ' u a / S t r a n d s , s / % 2 1 f o r 3 / 8 # s t r a n d s , l ? / " f o r 7 / , " . . v f i a n d s a n d 2 " f n r / 2 " s t r b n d s . 3 . " S ' i s m e a s u r e d c e n t e r t o c e n t e r o f a d j a c e n t s t r a n d s . 4 . A n y c h a n g e t i r o m t h e a b o v e s h a l l b e s 4 - b m i t r ��d - , " � r e f u e s t i l l y a r e v i e w b y t i c E n g i n e e r S E C T / O N a f ' b S T - T E N S / Q N E O A 4 7 L R 7 - 1 r i v E 3 / 4 . 1 / s / d o l l N o r a - A P r o v i d e / a f o r m e d h o / e s a s s h o w n f o r c e n t e r g i r d e r P r o v i d e i n s e r t a s s e m b l i e s o n e . r i d e e a c h a d f a c e n t g , F a ' e r , i R e c e s s e d e n d a n c h o r a g e a s o j ' 1 0 e & r d ' 3 / d a a c c w a y P O S T - T E N s / O N E L 7 E N D , B L O C t ' D E T A I L . N T S P R E S T R E S S I N G N o 7 E S - - F o r r e i n { . s e e E L E V A 7 / A N W o r k i n g F o r c e T h e { n r r e r e m a i n i n g p e r - g i r d e r a f t e r a / / J o s s e s . C o n c . S t r e n g t h ' . f ; " i s a f t t i n e o r r 1 l 1 1 t i a / s t r e s s i n g , s o f 2 8 d a y s , p " s . i . C a m b e r = G i r d e r s o { f i ' t t o b e c a s t f / 0 7 4 1 P , r , ' e n a i o n e d s l / M i n a t i v e a X W o r e u n y F i e C o n c r e t e S t r e n g t h S l a b D e l l e f - s o o n f c i F e 4 " . l 4 9 , O O o / b s 3 0 0 0 P s r 4 6 0 0 p s r O . 0 3 ' 5 " . 3 G 1 , 0 0 0 / b r G " 3 3 4 , 0 0 0 M s * r d - A r n r i o n e d A / l c r i , c , 4 " X " W o n k i n p f r u a e C o n c r e t e t i r c n M S o b D i P P e t R f ; { r 6 - " 4 S S , 0 0 0 / b s 3 1 0 0 p s i 0 . 0 3 ' C 6 7 5 , 0 0 0 / i t s R E V I S I O N N O . D E S C R I P T I O N D R A W N B Y ( m a c a D o V E o a v B Y D A T E E S T E R O M U N I C I P A L I M P R O V E M E N T D I S T R I C T C I T Y O F F O S T E R C I T Y - C A L I F O R N I A E . H I L L S D A L E B L V D . W I D E N I N G B R I D G E P R E S T R E S S E D G I R D E R S A s N o t e d a a n y r r K K K N a i r e I f r 5 - 8 o D R A W N I V " i m C N C w ' D A T E N A N C A N D A V E 6 ' . j 6 7 " ' ; 1 4 { P/&r Core 2- G''dia• ho/es Bo/rter Ls /e Expansion shields in dr //ed ha/es Bu/s/er ‘5 SECT/ON Anchor re - Exist. pier aiap bi-aim 3- r411D/o. ,✓aa/v. sfca/ o‘71;/es WI to swasca ;t»e .[ sfads - Core hole &'K/ST' a%rr-uoo TYPE C / MOD/ F/E.9 CES 7T A i,VE'TC {land r'1.. bier ta.>/ it rc ,' rT r t.'91a. 1, 1 12" ELEvi4T/oN _ OL-ST6C tlima, x 6"'" Stud Threats' entire IrnyIh n Hex nut J Did. ho/e's _ IL a" i 1 ANCHOC PLATE. s" cored rk�iC f / VA T/ON wi/h 3 . /fir, ho/es, i2 /4"Shce f neoprcnc ,w*) C.: d• Q nolc. CCrneri t' ;b onr_ J/CYle of C:�'tr /2 ,^'ueCY. i_— . 9,•': %Dr::;a t)otrs „ i� Me) i ,BoLSr = L-8 II =/! `fib 34" Cobies to be swage connected S,S'wd_ged r#'Th'in s, studs, cab/es and 7`?$fn9 she/ conform to Me pro- visions of Section B.9-/.O2B of aviirarts Sped ccrtianss. SWAGED FITTING E STUDS Ma Stale ,4// si1ce/par's shall be hot - dr/Jp d so/van/Zed. Nun's Sba mama ti hfancd vtiatr- 2g44 s arc .rtirxtkh Mile around 4'o1SSPS. { "SPOCe- #3--- »6" radius- and tee" Mien th/cAness type C f Aloof - restrainer at ea. pier. Pier / — 5 r 1 I i 1 /tall tspreader-+, et5x3'-o"ci4"Tot4 i '1 .1 • ~r 2-/"Dd, x 2-' 9° PVC o/pcs sea/, typ. - / Type 5 Resoroiner a7-4 each pier, 2511. TYPICAL Sc`. CT/ON M7 /0' - --Top of deak -: 2 .. --- --- -- i P 2- V*Mga/v. cables '-2-/"Dia. w519q PVC pPcs ELLVATiO/ r peck: 10/;-) Witte he ends to Qsf-r,^:/�u - d Sea/, Car;:1%- /c r< sptoder I 1.94-1 fr-orn t ,/eir 'Ls" Wray. ,rn i / .v; fh lath Exp./OM/ "Mee r/e"mni7. thickness PLAN Sea/, rtiP. ` -- sea/, 1.y,. Coat` pi,Des with bond brco,rar Seea/s iS rya v1. s ii-cng rah on d f ti�rirnGSS t7 h,Thr vnd C<'ncre#e ,o' ssjr-c . Grrrilc r 1_ ¢Bridge TYPE 5 ,eE.STie A /NE R Ak Sca/e WATERSTOP NOTES /-dor/gonfo/ wtb or cuoterstop to hove 5 or mote pairs of Poised ribs to provide a/ Sq• in. /71W o% rib cross- eec tiona/ area on each half of the waters/op. Neigh/ o1' ribs to be 4S2577/77. Ho/e will be permitted ii7 the oufer f'2" or me web for wire hes, rings, etc. Tie web C /2"cc. to 0-3 re'r torcrn9 bars to supports the woterstop in IN proper position during Concrete p/ocetrent. Seal between filter Old watersfclo 1 - 8/a2 "min, thictowss >9�3 Bono'in9 sfrip • Sea/ between /tiller and watersfop WATERSTOP DETAIL 9r; / .0. ,-- » w .y«rh"w.tt r, ••fl REVISION 7o - of deeoi SECT/ON DESCRIPTION `--Type C Mad res'4ralrncr a t ea. par. - 34u Cable if, Indio. PVC rorroes DRAWN Sv CHECKED SY APPROVED Iv CATS N. ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY . CALIFORNIA E. HILLSDALE BLVD.WIDENING BRIDGE RESTRAINER DETAILS SW SY DRAWN w — I Mt SY DATE DATE 6 79= G" 28' K) of 1 (1 1 GENERAL NOTES C Cesign S/acci r %cations : AA• S. N. 7 0 . /977 ca/Hion and sufip/ernen fed by Ca/trans ealerldge P/anniny and Design Atomic ,* S7li-ICSSeS - Concrete ' s .0, eoc) p. s. I. n,nh. f. ■ 20,000 /D. S.i. Pre Srresst-d concrete : Sac p/ens A.4•9.19,7:0, ii 3.20 - 44 Concrete pi/es ; /30 ions max, design /coo 24"S9y, o/f'ernati -e G8 tons mox. dcs,yn /cad /2"Si. a/tcpnative Ca/tram S{andand Spe,.,i / C7 ii:)nS /978 ad. and Me Sroe4'ia/ /Provisions Like Load Fquna'ci71i;Jn : Cons #.uc'f: an Speer rcafions K) (1 EXISTING CoND/T/oN /5L9" 79-'G" sI9" S TA t.S E: I CONSTc'zi , 7oN =/-0" 79 =6" K O (1 2' a Concre7'e earner' (Tpe 57M) 1 SrAGE It CONST2LJCT/ON /4u_/i01' T AFI ?C CONT.4OL NOTES Contractor- ,shall ma%nra4, a I /cna ,'aci/i`ry 'Cr posiblic are as shown in Sae I Constrz.<f%hn . Par inky Me hourr of 9AM ,ro 4PM daiiy Me Can ti-cr ctoi" rrloy oCQI. f/ a /one pi-oleic/arc/ that eta// times one lane in each direction is unovs frk/c tcd -Gr/ozrblic List , Lane control shall he r'ovideo'by ,'he Conti -vet -or ofa// Wme he e/e '/s to oceL�/a a iowe , due k9 the ho..a".r .weal f7rd above, Lane con no,' JILrr/ conrisf at- A' rkn%) ea"neJ p0rriab/c. bwr-i-v'caa'cs, ii./ / -7)1)--).6 sy",s etc. .ta71its Ir. ac74"ory fa tile Erig ir) ccr. Con T`r'actor- s 7an c con frt»//v /an _Thai/ Lam• ,ru4m, Had 7`o the ,_ ±grocer fir it view. Advance. rvarrni'. ofa" obsrzr'/ctrc7 /c; e show be pasted a meinimvrrr of cSo'rr: advance of theops7`r=/Ctrsn, 4dVance war'iny of construction and oonstr✓ction do/ays 7% tactfc .rha// be Insta//ea' on 4/S/0/, .4 s jynitlgy and /arc clon fro/ /oiwn shall cant r m to Mc rt"ar.';re ven7✓s con roiheo'rh Ccrherons mitiannt l of 'Mafti c Con9ro/s ". Contrncr'or`r plan shah' have Me wr-i t{rn torn vcr/ of Co/trans. CC) (H temporary 1--,Cailiny Type A' K) K) (H ,,3819" 0) `) ( lX ) i REVISION NO. DESCRIPTION DRAWN BY SY CHECKED APPROVED BY DATE ESTERO MUNICIPAL IMPROVEMENT DISTRICT CITY OF FOSTER CITY CALIFORNIA E. HILLSDALE BLVD. WIDENING BRIDGE STAGE CONSTRUCTION ,.cats 7,0 =lit* SURVEY SY BOOK N0 "UT— DRAWN SY NMI 04K. ST DATE r DATE WORKS 11-5- 80 DATE PLAN CASE $ DRAWER 6 SET 1167 SHEET 14E3 OF 14 +'N i{r Nth ' .t • 1.4 W • za 111 113 112 11 1 110 109 108 107 106 105 104- } LO +47 10 112'.99 112.Ss- 112.70 112.4 + 2,3 51'• c-0‘4‘ EXC N K�O . C u ; P cEF FI C 0,\11 I / 110.78 110.70 110. 38 110.0 + 80.5 • 00511,-- �Oi3t /Q ati� \\I, .r �-' A 6 Uy ER\00E RUG1 SON si co:kevok_e 0 sGH I 0. x 0 r 0 GONG90/ G \NOF geAGRRoeR d 0 ON sEE 5 c ' sH --NC .4 4 a ....,••-- . • k. � - •- ••• ra s i • ,441.-:-:-• ss • DER Ar �CEP On5HlA OE CO, 4' 11/4 COI S U\-1-3,65 *0(1i A.." P i d 9.75 I I +06.35 k i or 1 0 38 0CA 0 E I 108.75 109.20 • 2. 290 0 i 814 -a-? ' ea IVAUGS In\ a A\- 1NSIAO- uS E C lY q•/ " NG 0G NRSYPE 50. 0 ES �1k 10 gE ONG. BARRIER 15 T.P. AT BARRIER N/S 107.70 107.36,, 12 +12.5 0 0 7/:) 2 e2 4?4 •/03°i 0 \,`?222gN% \) 0 EXIST CO CURB 105.18 GURVENp00DATA NORT2H FA06CE)�04 l R U g• A , 280.66 T ` 141,79 G.BiE. ITS. GO R IV t 38p6 O4M � t • 2058.91 L ` X00 ` 130. 80 GURVEN LIE!)�S0V1TN tk •004 ER O �QQ INFQ_RMAil QN 0 1106.20 105.44 +80 E -- GURVN cola MEp1TN FACE) 1N0H•762 • 2O, p6 04 1..267.33 T , 13 5,06 tit X49 13+02 BEG 4" UND 104.72 C.B 105.33 105.14 TO BE ABANDONE_D_5E15.1.1.1C _ 047/ ST.I3+35 47 IQ REMOVE C.B. a 12" R.C.P INSTALL CHRISTY U 21 AT JOINT Crge ELECTROLIER 13+41 FOR BARRIER OVER BOX SEE SPECS E. INSTALL C.B. in tulip W CO in Lu WO xwz wi- <10 in 0 in ZIZ torn . BOX TO BE ADJUSTED TO GRADE BY P.G.8 EI CO. CURB & GUTTER NLY 14 0 0 0 cc 0 0 0 0 -J in 105.45 10 6 3 104.06 104.02 +50.33 +62 o CC in Etg CONC. BARRIER SEE DETAIL ON NOTES 10 .50 rrt- 00 LO Z Lai it 43 SCC C OF CUR 16 15 0.1 SIDEWALK TRANSITION 4 - Tci INSTALL 24"R C P TOP OF CURB MEDIAN 5/S +0.166% INSTALL 12" W m 5 6" WIDE CONC SIDEWALK TYPEIL GUTTER CURB CLEARANCE MARKER REMOVE CB. SEE DETAIL SH.5C. ELECTROLIER 14471.5 I. PROVIDE CONDUIT a WIRING FOR ALL 2, RELOCATE EXIST. ELECTROLIERS 4.PROVIDE FUTURE TRAFFIC SIGNAL INTERCONNECT CONDUIT W/PULL WIRE PER SPEC 8 DETAIL SH. 5C. 4" UNDERDRAIN FOR DETAIL SEE SH, 4C 5 SURVEY LINE -4 FOR P B. ONDU1T INSTALL ATI SEE DETAIL ON SH. ATCH LINE 113 112 110 109 108 107 106 105 $4) Cfl Lu 16 104 REVISION NO. DESCRIPTION IT CSIECKED APPROVED BY DATE ESTERO MUNICIPAL IMPROVEMENT , DISTRICT CITY OF FOSTER CITY , • CALIFORNIA EAST HILLSDALE BLVD WIDENING FROM BRIDGE TO ALTAIR AVE.,j ISTREET WORK ST 10+01 TO ST: 16 4:06 NOR. it 20' mown gem av 00010111 DATE PLAN Ca DATE DRAWER i 6 44-67