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HomeMy Public PortalAboutHillsdale Boulevard Bridge - Norfolk Street to Foster City Limits/C\ 3/'+ 1 K �1 !/ r ( zikenc,e, SEZV/CE /72`,lFrez Myervaas) /7z* IMONZE AVM, /L_ J__ t �t-/%"PdC. 5CNEO.Bo t/ I/F T//tE4DX SOCXtT P. VC.UN/ON; 1%-elDNLEA'/PM.; i14G4:e mall„4`ENNFQ)'ND,56yceega . 4/ SCHEDULE I L.o/Uj7J—L PED 4£64' :_ • "K. /5" J%"P.V,6, 5ce/ED.Bo s _5- 5P4, e ¢O' t%y"RV,c,-•-- /'/r" P.ac.e4vcaaS DIC/C OF WALK 5,AT/Ce, /METER /QOX BY CALIFORNIA WATER c0, A CIP LEsPLANTDf 5T4.lP ; , 4cS OF CUQC3 L54CK Of W4Li< I .. 'S ZANDSCEPEP AREA wor r -gay P/fr ti d ryr .R IPA" Al 1 o.artw/b.-71 -- 111••- 1_ SACK I/ chi' 0 gatBf egg PIP � pE Milk' tf- rye, ® O APPROACH PL N i N SCALE i"s20' 3C!-IEDULE 1I _.___—.__----. !0 5P.A I, ; AI Or A- I /i 0�0 P4 f, ,, °Hoe2 li�$�GAlEY �r Zia 1 14 a dU/CK COUPLING VALVES, DUCK tyke. NO.3 OR E4UaG 7YP/C44 APPRa ic// / ABUTMFNP. SET TOP Of viz VES FLUSH' w/tN G/LOUND NOTES /. ALL WORK TO BE PEZF0,2ME0 to TNL= 5547/SPACT/QN AND L/NDE2 THE SUPFR V/5/ON OF THE 0/77 OF SAN MATED DEPT OF 4ifs f 20c,20ar/ON C ILL P/PE, EXCEPT 45Natio, 70 DE: , zYV/NYL 0/LO- 2/DO P/PE, ecgtouL F 410,042 EQU/V4 8'NT/ *17// f/77/N6'5 OF 746 S44It M4-Pfl/4 , .4ND SOLVENT 'eLOLa° ✓OINTS, 02 ANY ofl/E.2 APPROVED MEr,/4D P02 .10/437 5., EXCE?i T,v4QrADhVO. 3. xise6. PIPES Tt' OE' sti/EDUte BO, D,C EAU'✓,4ZEN T, "P. Y, C," flung owe Tr/REA DFD END FO.e rick" /NJTALLAriO,U, I. 4a _.GATE VALVE5 TO SF NOL/SED IN CONC1EPE YALVF- L30XE5 "FO,2N/ No. 6r24" OR. EQU/V6L ENT. /1$ Q✓rcK coact/AA V4LVE5 s✓cKNee NO. 3 oe eau4L +'- TYP_JC4L E' 04/DGE J"6,,arc 4/49/3 /„ 5/, BRIDGE PLAN SCALE I" = 50' 1 I,. 492;e261 PL,A,t'TEtQ -SernL4/L TH/ S /„ — sweet -' 1" SATE VALVE f LEGEND P = POLYY,WYL CA/La/Zip, P/PE —if-- SOCKET TYPE V4LkN 02/NNEL - S4/UNDce: Pip twain - ASJWrOWN, PL AN Jj¢P,KC, PL4N762 —3" S(A I `CK Of lV4L'K AS et - SFE aPPRd4cg PZ441 to SOUTH AbUT M ENT ')ET/A, I L 5CALEJB"•I'-O" //p 3" 41 t\1 5 .newaz/e 1 D/a 4U/CA- COUPI /NO VAL VF T7P/C4L (NO, 3 a.cXNER cara/aG, 02 twat.) SET TOP OF VALVES FL USN WITH GROUND. i"84A. &SEE, 1F44r,'N 45 RPQD, (soaED,80) 2EDUG/NGCOUPL/ G, 45 21a D. REC. N14'/N t` i-FE; 5 '?e AJ /4" RANS, S,OAO SIDE ORIGINAL PLANS DO NOT DESTROY BRIDGE PLANTER DETAIL SEERANGIN& FILE SCALE a 1'O" /27/63 .%27/63 Cnonge or ,in)ertsior. , As Rail/ Rerun& .,Orin,(/er5rrrerr, bvuz ot6sto !+¢2 or; Fail Lino . A' Burr Labe/ 2f42 Las? 1/7/7//k/et- hear Add '{a gar, 04-4{4 As Fsu p '- GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS PALO ALTO • SANTA CLARA • SAN RAFAEL • WALNUT CREEK DRAWN BY J. P CHECKED 8, 6• DATE )_ :MBER 19€ BRIDGE ACROSS MARNA LAGOON # 444 FO R ESTERO MILKC1P-=_ IMPROVEMENT DISTRICT MATEO C 4'? 11:2P GAS" I ON LAYOUT CALIFORNf SWEET OF ti BY REVISION DATE REMARKS —10-10.G� .®..0 ESTERO MUNICIPAL IMPROVEMENT DISTRICT 1813 EL CAMINO REAL BURLINGAME CALIFORNIA F F 49‘Th,0 BEGINNING OF PROJECT STA. 0+00 INDEX OF SHEETS SHEET 2 3 4 5 6 7 8 9 10 II NO. TITLE ROAD PLANS GENERAL PLAN GRID GRADES PILING ABUTMENT I ABUTMENT DETAILS ABUTMENT 12 PIERS SUPERSTRUCTURE DETAILS PRESTRESSED GIRDERS RAILING AND PLANTER PLAN AND PROFILE HIGHWAY AND BRIDGE BRIDGE ACROSS MARINA LAGOON SAN MATEO S A N MATEO s 4 _3 2 I € io n ,t i'. is �t?'r 3.5 SCHEDULE PREPARED BY: CONSULTANTS AT E. HILLSDALE BLVD. TO FOSTER CITY P 4 Q" v 100 50 0 0 0 0 100 i I SCALE IN FEET TOTAL LENGTH = 0.20MILE GEORGE S. NOLTE J. K. LEVORSEN K. S. OLIPHANT DAMES & MOORE CALIFORNIA CONSULTING CIVIL ENGINEERS INC. ARCHITECT ELECTRICAL ENGINEER SOILS ENGINEERS END OF PROJECT STA. I0+ 82 LANDS OF TO FOSTER CITY T. J. FOSTER RECEIVED NAY 8 1963 ENGINEERING DEPT - HAYWARD fl VICINITY MAP BELMONT SAN CARLOS REDWOOD CITY RECEIVED MAY 6 1963 ENGINEERING DEPT, ESTERO MUNICIPAL IMPROVEMENT DISTRICT Zre DISTRICT ENGIN APPROVED R.C.E. 6461 APRIL 10 1962 COUNTY OF 44N MATEO - &Ike, COUNTY ENGINEER R.C. E. 5703 APPROVED_ ___ _____APRI� I?_______ _1962 CITY OF SAN MATEO CITY ENGINEER APPROVED_ GEORGE S. NOLTE R.C.E. 2301 APRIL_I7 __-- _ _1962 R.C.E. 7595 SUBMITTED_ _ — MARCH 30 J962 ORIGINAL_ PLANS — DO Mar DE T'RbY SEE I+ANGING -FILM-_At- 444 r 4- J rt. h c 301 "XI 340.0 rnd rid 13 0 IC Cki Istz tH O 4 • • co Tr 1 41/4C) \ 4.2 lb t1/43 -e r - • 6 it sAi vOs 0,4 Qz 144 oar 4,Le 7kg • tt 413 Srt 1)3 .74 ,10 SO .A6ut. 280 v.C. 11 11 11 11 II /- 9" 11 'I u o u Dalian Elev.= 0.0 T 4 R = 330' d 36' T . 113.72' L * 219.91' 8ay)n Brie! 4t/S.o1 E/ev. 111.75 - P>•ofi/e erode 1 \J 1 I L-. h 4. 50.3 A Brg. Pad 11 H.W. Elev.. ioo.c".I L.W.E/eY. 94.$-; k' :IT Irr-4111 II II � II Pith 8 ii it Pier .3 1 1i� Pier 4 I 11 11 II II 11 it 11 r S II 1 1I I J{ �+ Tremie 1 Sea; II II I II u eat { 370' VC 4 PROFILE GRADE Grade gat LiE.P. Mad 9' 5.4d 0..t. P. is /=L "from curb) Total Length of Bridge = Sro3."-On Pier I M S L t1 9 Spans P 51-0# 1r Ci pr 4.=12 7yp. ar In 1 7 ELEVATION 1 p S of if Pier 8 11 II Pier 9 I II II 11 II +I 41 II 11 II 11 11 11 II 11 11 4 _L 4' Sidewalk e Blvd. Scale : /'r 30' .__40" I L'fvr. ©ptnen9 PLAN 0 0 1 1 II 11 J N r P' ..2.3p e ' - AmoMM. d Ji• r 1 Anil' II 1 1 ±J 1 I 1 Ii I I 11 I 1 I I LI I, Pier 11 / 244 St, hallos resfr-essed conc. pier piter i Sp?.:ifs4 tit alevOf/On 40,0 Pier 11 Specified tip ehevakon 3✓5.0 Pie/s 2 thru 10 1 8 9 Scale : /"a 30' 1 r { � I l' 4/'4•d"E / it Sot 3„ tars. Pad '/.4 Sam 1L 9" INN Kele Prestressed Concrete Abtn=insult Piles Speci'fied 4' e/evation 150 Foster City 100.0 = M.S.L. For City of San Mateo Elevations subtract /02.9' For City of San Mateo Bearings add /"36'/1 I /0 ; End 5ridge. 9+78.00 E/ev. 1/4.20 fires. dr rp • BC. H.W Rs loo' 4713" i tI_ Left Edge Pavement Southbound Lanes E/ev, . Pmt'/e 6iwde J -la': yI 9 1 13=3"' , f, /3=3" PrI Leff EayB Pavement t '{/et North bound Lanes soda _ / Elev. t Prod e erode 29' Si" !, e-4" Concretee1 err/1,V 37.1-011 1 S*c c ` k"i/n 17 t _ /'ac. Te% 4t TeX Co /2 conduit uillty TYR/C L . SECTION Scale : f" _ 85' MOT The Con•*ractor shall concer/rale his e'F'%cirtr fo construct and complete the easterly bridge sinicfure and mad ' or /united vehicular- tile. NoMirly shat/ prevent the Can* vctor. 'from co p/4'4ns oilier work of 7'he site as `lonrg as N does not 4,Sr#ere w Mih the ear/y comp/If/on of /be eas7ly-ly bridge. Live Load :,4i4SkO . H2O-S/6-44 SCHEDULE 3 I Prestressed Concrete v;rders 1 K.. BY DATE REVISIONS CONSULTANTS: J.K. LEVORSEN - ARCHITECT SAN FRANCISCO, CALIFORNIA K.OLIPHANT- ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES & MOORE- SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALI FORMA BY DATE 3/v..n DESIGN DRAWN fckt 3/6" GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO CALIFORNIA CKO. tv,R 3/CL GENERAL PLAN SHEET 2 OF II SHEETS SCALE: AS Il/p71.'e.°d DATE: /Vi i!li 0,-01—f, v /04;7/ Exist C, ro 0000 -4 -G -8 -/Z - /4/, • / n 4n ti ° \, 5 X' b/ • ° N V_ '1 IN/ !1: N \" m O '1. • N'orth$oon1 / 5' fror»- cur -6 • Southbound) - /-S'fsw+tn Curb 28O' V G. ki<st'intdes on /ow .5 /We * a/' m.nate low punts SUPERELEVAT/UN DIAGRAM Scale : /" r 50' Norrz ont/n /" _ /0%. Vert -Ica //y , fr7 i Ns - • N7 4 i‘ y'5,31 i7% 41 0' III/cif 4(2ZS ,J tL. A Iguble," ra ,mod, '�� '-I h :I td 370' u.C. PROFILE GRADE 't a E. Hi(J a"afe divd. Grade of Ned. & S:Bd. Lt E.A (ER is /.s' trove carb) 19/ to/ o� / Cdr red N /s"'.✓/'.'," E C'le.Ck L,:, e -1 Asti .c'rarb ' Grog J1 Ij 41� \r A. 7 BRIDGE GRID GRADES Sca/e : /"=30' �-. ko WW Bridge structwee: -2.39sZ GENERAL NOTES Specifca>Lions : Design : A,A. S N, 0. Dated /96/ and State at -California Bridge Oesijt h9a»ua/. Construction: Stano/ord Specifications , State of Cal icornia Div/slob? of f/ hweftr, doted ✓onc✓ory /960 and the S/aecra'/ Provisions. LAW hood: A.A•S.HO. H2O-S/G-44 and sidewalk Unit Stresses • Reinforced Concrete : (r .3, 000 12.5.1 strength P 2S days r r /1 >a 2d, 000 p, s. i Strucfurc/ Steel : fs = it, 000 p.x./: Prestressed Coracrefe : See specrtrc plan shuts Piing : Piers 24" Si. ho/%ow prestressed concrete riles (exisf'ing). Drive to specified 4o s/evat ien Max, /ocac/ oot'rci»o*ed //3 Tom) : /6"o Prestressed concrete piles. Di -Ate go specA' d lip eh/vat:on (Max. load antici)::$ated A'S'¢`^ ) DATE RE"ISI ONS CONSULTANTS: J.K. LEVORSEN — ARCHITECT SAN FRANCISCO, CALIFORNIA K. OLIPHANT— ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES a MOORE - SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE 3/:z DESIGN DRAWN 3/ ' CKD. GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO CALIFORNIA GRID GRADES SHEET 3 OF II SHEETS SCALE' Noted DATE; March / 2 N Pile manafaefurer.4 deliver pi/lay 'fo this area. Un/acc4 y a Co//gi/ees, 24'af previous canny/al-and /)"of Was con•'rvct tb be performed by Con*ncliar n/ 14-2/.'s contract: • f ! I I -. Vert/cal . p/Yer tyro. San Aro /6"Priesfressed Ca'>crete, Abut/r, er/ f Piles x� A -0s • • T • /1 a+ e For pile layout Abu>tmen-- I see sheet 5 • • i ; M4YC/-/ L /t/ tA • • • Pier piles nearest Dames f' Moore test ho/es shown tshasi Q D€M shall 6e c/riven {As , The slumber of jai/es to be driven ander 74hrs requiremeen 31747# be determined by 4he inVarneer. -Iu • ■ ■ 4x4 S/•pepers Re aaormrtended• ,,fteek-thy a /S324' • Bolter pies, typ. !c2 .0 E Hi/lse efer/e Blvd. i r I / /3esirrss/nyc ninonds,. p/ace synfine/riea//y ---:� k 4 t'/ 01446 k / Boring 6/ pl J // ■ N. R !3 ■ 1a ■ -w ThPoclrc bye Os of Nov e%flier /9'0! • /4/1, N C_M, lya. Wire spina/ SEC770/V P - P, seek :. 'S. "$ / rO N R h _ N /8° 41'44 N E _ ■ ■ I • ■ ■ Lagoon ■ ■ ■ ■ r i Q jD O l % N 1$°.ef1'44`E W ; • ■ DYM • E3oriroy 64 PI L, FOUNDATION FLAN ■ l E- %/7//sdale Blvd /r' 18°4/'44„5 L0900 n ALIGNMENT Morin a. Scale IN.* 40' 'p, eucepf. Pier- 11 P rrxrina a nt. Sc age 1" * 1S' i4 Turns e/n t.----Ba4ta/n op' C 0 ALTERNATIVE TIP /6" PRESTRESSED CONCRETE PILE Sca/e ra t t DOW 0 Baring G, N yp.excep t- P"vr11 (t. • 1 U Denotes spec, ? -7::::(-1 pile fip eleverfions • 3 »- 7 ic...„,... 24° Prestressed Cbhcrete' — Pier Piles Tyr. • • 1 • 4 S ! • /611 Pressfressed Concrete 46ufmnent Pile s_ • • e -t et 9 9,3 H Tit E. Hi'//sda/e Blvd S ro L\r •--• 1:4 Berh4er piles, #yp. • 4 •; • • • • Ci*y Par toile l4oaf Abatmenf 12 see sheet 7 • . h Sot olc foofirng 8 Cored ho/es, 4'4' deep r-d�utreel of u,' end '4 om ma o dbau / - 7/ 9 dowels TN/5 P/LE FUR#/SNE'L3 BY 07715RS• Aped Dc/74e ma Elev. J2.5 CI N Elev. 90.5 0 'I � a -.3-its lit /3 -es tr-essing s bands , place symm e trically As an optaraa/orrangement ,44e pprntriess'incd strands ara/r " wire spieer/s may be circular /r7 pa,ffarr7. PrvcaZS ' Concrete : A chess/fy Setae/ Workirig fare: (Prestressing {arc & Cyli7drica/ void Shape o{tirac7r Yl•i17$ opt/oral -! mia Itq Ti» elevai-rbn See Pier Faunda#ibn Plan , —901 c3Ate-v N No. S Oa: wire spit ties 24' i°QESTRE,SSED CONCRETE PILE Sca le - Fos s 2 TUras ! I" Pitch PRESTRESSED PILE NOTES /G" P/,. 415 4, 9'oop.S/• .28 days See Special Provisions 140,000 lbs. per pile :Jo %,7 W. Davis /eCE # (4ta/ /%p. /2 / /2.0A Fos -ter City /00.0 = For C/ty of Sac tote° Flevrt-rons 5 -4,b -Ara el- /02.5' For City of Son Mafefo Scorings .a /cl /°36/1/' 4, Si 24" P/LE F/ • 5,OQvp.s.i tF28 days See Special Pra vision s 300,000 /bas. perPi/e Wor'kiiay force is the force nernaininy oiler losses riff thif pre tensioned prnstresred pile due lo ,cret p and shrink -age o f coocrete, creep of stee$and elastic compress/an of concrert has occur oe and shall be assumed to be 30,000 psi. k A' w•h. 2fl 3/47,43 3/2/42 T%p Elev. 41.0 As Bur/1 Ale Lii' d Cored hulas BY DATE REVISIONS CONSULTANTS: J. K. LEVORSEN — ARCHITECT SAN FRANCISCO, CALIFORNIA K.OLIPHANT- ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES 8‘ MOORE - SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE z/4z DESIGN RV/# DRAWN GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO CALIFORNIA CKD. 3162 PILING SHEET OF iI SHEETS SCALE' a> ^+- /:::a' DATE' etr-u 4 41, 05i% Eirp.J>!, Matti and eru44er water. l4'f• Exdind' ✓►r fins '/yr . No rebarr ff. / /O ea tier aro Am! C 1 A B UTMEN T PLAN Scale 8 "x /w0" _AO80 410 f$4.50 - C e A G d; 310r E 011 tip '1\ N b)3' " EC 3. Mox:1,•// slope F 3 eit n r' II h,• � t 9iAder- a h 'l-' roar line rQ -- 110gai r 0 4. 0 oo i ax ' °q • 03 .: 00 dt1. _QOtReor of soot/ l I' 4 h n I„ C I- I or7q/rnGt/ 4v-aaurr 1 - -r L_ I 1 I H 1 I �11 Ills °Aria O ELfi'VAT/ON C -C I I I Scale : j "- IL 0', 03 OR �ttt. (6 3'0 N M°40114" E . T n riL. Ca•VD,WT7 A I J El N /8" 4/'44"E L _, El. /OG.O H N1 H F- 3-- -- 1 t -- S 11 - N 5 0 X- cri: fi ?cty{ "(79.4:Ltd: 1 L I I l I I I ifs d'Reveal O M 1 ELEVATION 13-b r- --- - - r- -- - - I 9 9, 0 E1.99.0 L _}_ _ �1 i ._ r_71 1 1 t I 1 1 I I 1 I I I 1 I I All._ la` If Sca/c : "= 1'0" • 6 IT -Me Cnn Iry c for eke' Is , 14.rof-//J4 may be cot,s1<rucfed an shorfi cinard.t. F.%Bs r,.rwn// -t_ e'.'7 /5', L_ r r 1'/0 Scatter _.1 E/. 99.0 APprzX . arYa + I ,/ etra_.,...... • - ELEVATION D -U Scale ,k".. -J=0" 1=s _ 54_99.2r L NOTE: -t irt • IndicoAes P4 hoHer- fide 117 ati 0)1 .41ifi-s-lfr :1:331‘. Scale ct Thep .570 Files ieezui:,-ed Re7tainthy wail H. Le 7‘t, 17' 41 Li. 0 0 I Baca ofwa!!=4f/5,o0 FOOTING PLAN ree • V 114/0 44. NO - ti For Sections Elevo7h/oos not shown see Sheet 0 w. 34845 Remove confront ireahrent add so'Approdt, 4s bulit W. 44743 Tel. /ine plotted 0 BY DATE kievea/ cut off amielow ground, AS 13t4il REVISIONS CONSULTANTS: J. K. LEVORSEN - ARCHITECT SAN FRANCISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA DESIGN BY WM- Rim DATE 541 DRAW N CKD. GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO 1.4 CALIFORNIA ABUTMENT I SHEET OF H SHEETS -' Rad r I a 'n /o" ore1211--7 ti) c'b naves #4 C E'/5 5after /:1U /p" 2"C/c NOTE Cantiracier may carat fo these brie:. al hilt ap*'/An a It no add/ Fiona / expenes-e' 711, Me corner_. • SECTION E -E a9 d" Ross 04_Ar lead 8-1-04 Rade. !`4rd. 8 , 7" r'- 12" • Oa Js 1 -0-:-"" -C-- I I I I 1 . 1 I I i I I _iLL -1_,F L Sca/e : 11C/104 3-`0" sidtrien tr 1 aM/p RSV' Layout Life ilk. re/ I re/ Campatov c_____ J, /L" /"&p jf inat'/. _.. YY�X• orr h',q/ r.Lrnd T • , a Rear 0rrewai/= ,l crypt/t 4 rr7 t ani 4-0 #BC?/2" V Q1 //4'/9° 4'4054 14 -IS /ea '-O" Bern{oreetne.", t s✓rvr//af i4o 0hat' it", Sec* ri 6-0 front lam_) 4a-li'vr /i1a I Jia 4bu/r cn ' / vti Only /Lc 4' 4)4'/o" `0" See Nwhe ij Of! S SECTION . F -F S« I,"s/LO" Left ` 14 r -t 614 t" ` #4 r= */2 »ar^ of Svc//= S Layow0 Line . me d e/aif a5 Selo irs (Sec Pion E -B 14 (ei2"— U #4412 Mk' . . #6w'. wall #.a"'@'/2"%,!a = /' /L e 4i e tot /$" j•CIr. *Y8 lug 1z" — • ' #4L 18 �3 -5e__ _. V 46''d' 4.1 n c'/R," In Arco - From' face &a,' -&r /:/o 14 rt,s 4 /8, ha•1 1;i74.0 a&Sll. Wad /#8Pe o -AG ' A' • toi 4 / SECTION G —G P/9ni{er Box eea//mt F— /ate' 6rper er- linear' *n'. Gcterr/S & rei7lt:Sria1,'k0- CS SA4, e h on SAM1404 //. ad'/" Fieii /e1544 6 SECT/ON H —H SECT/ON K- 4 (Looking 6ack 017 574,...rhbn) 46,64 /bin Abine. wail bearing pod • I I -01 00018 4— • 0 Cast 2' lehy4Ats of ga/v. steel supoort pipe m caulk' -Air way-lerlight- ness. zeA Al 0 Slope seat and key 1-o deck gewde. 6/1/ealtea' key SECTION BEARING PAD 200a. #747. sleet p/olie BY DATE (-Is" Presttre ts eel varies c'011->er- girders 4.,..„ - - - - ../ 74 . 14 -ta 1 't 4 i. . co 44 Front - ,L4e Bailer filo hook ir7h) slat' wails • 1:74- SECT ON L- L 140 Fif 15e5o7 Erhige Labe or End b't-icig. e Line. of*et- deck is place S4ape seat deck gelade 64 le see Mo* SECTION LI—L1 NOTE A 4"0 PraMs /4' .t coSave 'tweed SHEET 4474) Add lecher) H -H 3 ft Dearing Pad As h-iplace Slab thickness's change, 4s bun ft Sec. f - f Top e Pnnension cAange ,4s 1201 hi, Pa; bike! seci-E 045 /ine. !rid plaHed Sec. BY DATE REVISIONS J.K. LEVORSEN — ARCHITECT SAN FRANCISCO, CALIFORNIA K OLIPHANT- ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY DESIGN ricieht DRAWN PALO ALTO GEORGE S. NOLTE CONSULTING CIVI L ENGINEERS INC. CALIFORNIA CKD. ABUTMENT DETAILS PC--; OF I I SHEETS cax. s/,p",���� 91-54 4 nit O is/78°41'44114 artier --- S N /7 "`" 1 , "I .I . _ "Edges/a6 oil hkged L a---- - -__ ¢J _ _� I L_ I I f i I I __-_____.__J G.4$ LINE Curb s4'ace fransitior). For detae/s see Sheet T /EL3,._9t79•p0 3; ; Max. Ph/ slope /0 G „l /0* 02.90 -16 05.00 / i L ,-__---____�I L - ELL Ir n �� �„ F1 / t. Ai 6 note T -1 N a 01 46. /�..- - 4WayConduit PG at E _ -y Eel bvnkmen t /P,448°0 Torn of • {// s/orrc� Curb {rice inwsihon. Far de4Zsi/s Shea' /. , +'T Nir e //he • Editslab ct1mesci Compac led TEL. LINE T ABUTMENT PLAN _-- -. A rf>e of s1vz I L I I 1-f I I 2 "I q N t u t Vt C a NC V at t e Lf Reorof topWOI/ r 9478 �Fr' s4�Fr'i 2'ssct.a9=o /9! ;- 9'9 f • —4- F FI /' FOOTING PLAN Sea/c :.4 ° /to - 49 Pt/es .Eefuired i'/us•h with oufsid(' xe,nf 'irder, IJ? I I t • t t V1 scoee : ¢" A /L0° (Looklay ahead an sy''oflon L N #4 i/B"K 3'4.\ For rein,6rreme,1' Cl4rrmr?S,•Jns /not shown see Sec76?oa ✓-✓ I Shee/ Tel condom shy!/ikv.rs below cap bean . Powr /8"x /8v Colton, • with 4 -1 a ver /-s a/ bars and # 4 C!' awe Iles. 2-3" 2-4 te'rvp - -L. Rae, f ELEVATION A- A a { h4_ 4 Rear of -- top wall swell • I r 04- e e/8," p/aace 4 beslw• gitJtrs beriv s, cer touts: OM e'r enr/ fj ,L 2-15 wi 'G °owe/Glz', 2, 2=G"long in al 6 "Deep, s "tad deprnsed 4l:y� iT o1 Q-..._ 2-#11 Tam Pail 6u,,d/e rnpar�s #- k TI *Cif - @/8" #4-11.- 4 121 . Strrrup Spacing SECT/ON M- M Scale: 51"a, I'-0" 4'F,defs #1/ rot 4 - Pot rek, rcemeot and details not shown see Sec'tran S -S Sheef Ci• $Iuri c1-' at l4U 'oB" gill to s l by others, 7hproP4A-9ed s/a5 9t• .66 amin. of 2zbe/akv prof;/e 9rtm'e. A a I a 04472" ..\\ • -_ - j _ ,. \. 1"0/%en jf. celc or fex �, T /rnwrr lrrExf,f*marl, ra j l A'71r2"ailernale w/!.4 WS /0.'r Ctr hd/f dfs �,,-,?:sta • /0641' ste1" 3p'4 f'ct/2" G -4'a Tap 4- #4 Oat 1--1 Spicer bars, iYi8t A` Piles "a SECTION N -N Sca/e:P= 243L0" �. #4 Cont in # 4'� "14 IR/o %at:4 ELEVATION #4 ,/2" (-144m" #k5 t eta/2" SECTION.. P- P S/o6 5'M -rap Slem SEC: T/ON KEY - GIRDER STEM TO SLAB No Sca/e r ' /0ac T / OW, Com/Dans 72 Conduit 1/14/4, _--F-,___-___�- I I I 1 -Fw ..t� E,! /02,4 1 . 1 I I Scale' t4 -7410=l.0„ Prewar. eat Crxiore e ale's /.'/0 daffier #$ T°; 4-1 Crier coast. Key , lE fr 7'-061 s.o" Surface of 2 j' RMS. ------- 6y others S.1 Et /02,0 1 1 1 441 K/ 'GED SLAB SPAN .Nl I a r 144 rap le ll4 Tot: 5 ofa• 14 Bar c/,oir s 48"0•c. �o woy For, remora •,rent a shown see SeCi4 n Sheet G• aith 740 be clewn-lerecI diroarli 1-4 NJ 1,L0 7 V- notch onniled As- Milli 34,43 P/on.nsior, charge, Sec. .41.41 As built SAS ,06./E Inlet plotted, elev. A-4 Tel ‘as, Pate bneiolotted ,461 Plan BY DATE REVISIONS CONSULTANTS: LEVORSEN — ARCHITECT SAN FRANCISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY BY DATE DESIGN faitt 5/42 DRAWN CKD. GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO A LT 0 CALIFORNIA ABUTMENT 12 CALIFORNIA SHEET 4. /3x 3y , "r4rria Interior Griciers B,C,Q>6,Nk✓ /° x3"x 12.71' e/Qs tameric bearirsy pad 740" Limits, o f cost era pace clap.4roy n Depressed key ,. G""G"r2 C" 4yp. except as noted. /sisal Raised key alit/WY 2-4"Iyi except os noted -I- le Exp.:.* man all flat surfaces PLAN- TOP Concrete ander-pads tro be mashed levellatercrl/y and parallel to grade longitudna/iy, Czvrder-s when seated snail be flambe Q to Sea/ course to be p/aced only when ordered 6y the Enyri,eer. Sea/ 3lvekaesr.shown fear estunotr'ng only. The thickness fz+ be used shall be ale%erni4i e d ih Ms field by the Enyrheer. 4, i F e 9 Ih__csmr a� ®Top erfooting tiet94,.50 (jor Fier Saul* only Colntrcicter may elect to construct footings to these liner (/1's 1I') instead of the l 1es shown at na additional I — cos # tv the owner. Q N' • 3B'X llt „x J 0 key\ Raised key 6°x /L/„x 2.0„ betty girders J lk only. Exterior girders A, E, P 7 K !"x9"x/L4' E'lastomer'ic bearing pact. Pier" p • J D ressed key x6°x2La" betty, girders J ( Kon/y4 A $`• ft Pit ) N Ec}'#er 1120 6'-¢ jer aef ,Reinforcement rs Jr, ern' to that ,shown for Pier. /1 PIERS 2 THRU 10 Scale g"=/'o" Left piers smilor. 6u? apposriie hand. 7»fr elevation lookk,g ahead on station. E/tv 94.0 a0 '1 411012' 12" tap layer ELEVATION , j' Si l2"12°4l r FOOTING PLAN, 1 cli E/astamer 206a. min, sfee/p/ate bonded to a /ostomer. 3 t. ELASTOMERIC BEARING PAD I"Exp..ait• mat% Exli.J t iia/% TOP DETAIL. if 30 24" Alternate H C l • • • No Scale - 'Les r yr /1e *4� J • • s 1 0 • • • • • ars �- - 3-#4 r, ea, key 4"Exp. jt, 'riot 2. all vertical sides of keys, tL +MST Stirrups Spada" - #1/ Hell ten y# Tot 10 #11 X 22' 7b* 4. &und/e ,4 4,16Qrs s Peer— ear 0-4 SECT/ON A -A Sca/e Q � /'-0" .4`co/', L x 7 Spaces SD Varies G.-G"M • 0 it 5 -/o" x 3$ "Arr/s — is t coo" it -14 • ,gt, G `',so w taf 1 SECTION /ON 3-8 Sca/e : "_ /LO" 5/ocJc o4' is krX. x 0/i Fug h eiyh t. corner b rj, -fbf 4 Peer !/.2/v cut o (I'be%ow tnp, tot /Z. #11 Full height 'bt: 4 bars' Lki /"Exp. jt. mat %. a/i f/at surfaces. 4-4/! - Ow 7L/mits olc cast rh place diaphragm 2 Depr-elied keys, each 6"xo"x2L6" fyp. except as noted. PLA/V - TOP 9 gm.t 419" � /f 3"a 3/v" JL$" • i i 2-#// Full ht. 2- Full hi: earner bars T #11 Dowels, tat: 20 A �Lz # /I SIG" top layer #111016' bat layer \ #1/ L Dowels Tot. 20 2413$ Col r_ -__I I I A I I 2- *1I Full /enyth -rn 1 I 2-111K 22' r� 5-411 Full length Ur, 2 Depessed keys, each a"xC"x24' betty girders ✓ 4 K only. Interior Ginger's` 13,C,D,G,N&J /' x $"x I9" e/cstome-'r ,c bearirt.. ' peed, ELEVATION t L J B T � I L___ J. J • • • • • • I - • • • ion _ _ , a.c. r 7r I I I I I L J z'• o SIGH 3=4" l/te FO TING PLAN trit, of' Elev. 94.0 f D 17.7 1• t •I 1 • • I _ -fJ NSI 0. 0 i ria Pier - Exterior Girders A E, F ./G K I"x 8"x "elastvinerr. beor,- y pad, Concretise under~ pads t4• b e t!Hished /eve/ laterally ann. parallel to y, ade /args l /Lt the /t '. Girders when seated soot/ 1?G plumb. Reinforcement Zs symmeh7ca/ about- f`c of co/url,n. La)/o111' rs null/car ;>/-h=; / PIE/ II Scale; 3" --/LO" hef-t- piers s/rni/ar but op,Qsite. hand .- # 9 r Dowe/s 'glom , tat. 8 . l w.F w P. W. P. BY 447/s 3/h9/ 3 4/443 8/24/cz DATE Pier // add fren:ie seal As Built 3It Bearing Pad As inplace Change of fiev, an pier 4 south. As fluid Cap cantilever aiih9ensions REVISIONS • CONSULTANTS: J. K. LEVORSEN — ARCHITECT SAN FRANCISCO, CALIFORNIA K. OLIPHANT— ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES a MOORE — SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE DESIGN AVM -- 3 DRAWN 3/G Z PALO ALTO GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. CALIFORNIA CKD. WY 3/‘z PIERS 4- o —(o SHEE T g OF II SHEETS SCALE: 45 /Yo$e':'> DATE: CONSULTANTS: J.K. LEVORSEN - ARCHITECT SAN FRANCISCO, CALIFORNIA K.OLIPHANT- ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES 8 MOORE - SOILS S EN GR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA SUPERSTRUCTURE: DETA.L 61) 41-0" 5-6" 2'-O" c" 11" —al .i /,o„ Deck Dram 4 r` 3 fm_ -2-4'4- I 2 l 28=0" Left Edge Pavement Southbound Lanes tievatron s Pro -File Grade 4% and varies dasa'/:)pkiec concittc d'rpk sym /'k8 "x 1 7 E/astomeric brg. pod under 'tht rd. T-__ N AAA- rp li II A e / i' 5 x 114" Vasty/pert? erg,. pad under ester/di—roe t2- Y � rh. rods C /'- 4" long #4 U @ /5" 2- 46 . 1. 6170.15 4 Spaces C' 7'-U"= 28=0" NEAR M/DS PAN Limit's of cari.42-place diaphragm and /"@rp, jt. mai?, -4 r " 1 tar to 1" Exp.it mall gat sur'.incus, __rte $ kI 'S - q &p.,/'* ,nat i. ✓lf vertical surfaces of ivy. 2-1- V „ Be 9YV. r^a'" -cle rs J j A", see veiis. F E PART PLAN AT ---PER Sea/ecvExpansion Joint. - r 14 4 Cant. #0 Lap SE' dowel e6 Cont. • L, 2 A 2" _j• c'usiL;n-pie Diaph a"Elasto,nsr,c bra, pact. /"Exp.,jt. mats/. SECTION A -A 3 = @IS"t Tof. 3 betty girder.. Alternate w •spacer bays 6"F,7/et - \ #4 # 4 Con -t: era — >lG Lap w/ _ dowel. Dc reesed key - F /"txp• jf mc/t. -+Y4 U w/6" - ,i4 I-, J N Cs C /'O" /i l n N NN 2-44 hinder 2-04 PA k ; PLAN AT MIDSPA N • Scale: i",/.1.0" #/S " 7' 1,9”2' Tot. 3 bets/. ea. girder C Aferndrfe w/ spa:¢r bars So an ? (4"Fllets `fir` *4 U a /6" 8" SECTION C -C Joiry f Sea/er: P/ace Jr'1 deck easily. �-r ,Pois&d Ac cp. if oat is .r, f/at, surfaces, f , Exp.-if. matt on vett,col surfaces. 41-71-- E 2' ,iv 04 UP6"@key. SECTION 8-3 Scale SEALED E-XPAI`v'S/ON „0//VT No Sccr/e Pnn' /e °node Stnrf/on Line Level ' Veegroove - Betw- bridges /I Ai" 1L0" F - 4C I" TYPICAL. SECT/ON - BRIDGE Zook /ry Ahead on Sfa0/c.-1/2iny .Saa/e 2 "=/'L7" /"X8"x /=7" E/astomer/c brg. pad under inferior JY rd rI lty D N q "Exp,, jf troeriZ vertical faces, r S " f° /l'x8'" /-4" E/asiomer,c r E Ors, pad under a •terar grtl } * 2f-0" Betw &iVeers ✓ 4 k'w see defai&s. PART PLAN AT ABUTMENT I' *4 ua/C„ VG Lap w,' dowel /"Elastornrrrc $rrq. pad..' Sec/ed Ex/x`ns/an %/0:;it. -� /"Exp, jt 'natY. SECTION D -D # 1, P/8"t Tot 3 betw. ea. girder^ /i /" it p" tilternate w/ spacer ban. — F+— j' //°� 14 UO/6" .��1 F = Fixed end of Spares E - expansion end of spun 4 #'4 Cont. #G Lap v'1 dowel ---- 014 Raised key 14 �l- Ir SECTION E -E /2/ace concn:fe ortruna condu;'t! *15 s-dde• —/"Exp. ft. mat F 14 1 Left Edge of Pavement Northbound Lanes Elevation - Profile Grade 3/44al ,0 la Cast -1i9 -p/ace concrete r'fr cl'/Cyh427 ni PLAN 28'-O" ' 4 To,- 4 y .bars ' f - @ 13" X37'1.9. .3710" vl I • `,S_To f: 5 a 5—ww & 13" t5 --- -- e l3" x 3S' lg. 4 Spaces 7=U" 28= O" NEA2 PIE R a" �4. SECTION F -F 4, r/c,,,ter Soli l9Ut a part a{ 14/is con 74roc Se * %' Cain . lr;ser is e. S' cfrs. -IA u and Varie-s ----- /. -- Loa NS 71). 4 bo N4* L Lock Y1/as nq •rE, to .,,,,y tit Truhsife spa: er .4.;gie // a,; I "--.. 2 Nut: r Paoifi� Te/..s"Y Tc/. Co ►j /2 t 1condui utility. Cool-ractc•r 71L., Instal/. rep 014/rain .#o he se* I" .6.1a./ow roadway SL//"Tiace c 1130 Zryf 1 DECK DRAIN Scale: /y = /10" /3 Atzueed NOTES I. Lonsitud'»a/ cons- ract/o/r Jor'!)t in slabs, IC required, to be /occ ned crf edge of. 'traTf,c lanes exceg7' as approved by 14174 F_nyirieer. 2. Joir7t J-2 shall be -the jowl- de/ail (or /an9itucrna/ c:or,;trh/cti)C io,;7ts. 3, in genera/ fra,osvefsc deck cons / 7' 'T/ `F/4 !c -!'S Ji71r7 fS W'.. l70 % be l'.Y-r,7f l iitf'c')'. 4. Cvnrr•c:c7sr rha//,swc,.rr',1"dWckk p/ac,i» scneciu/C '"ur cf-,c'rovc /a / 1Ly 'e .J e n-orceng shall be Can TLL/,)u0(,/S' -/C`)to✓C,/J w// consfrtec7t/.:'r, J/�>!,•)lS. E Pier LONGITUDINAL SECT/ON .8 Vices @s -O"• Trapeze bongo- 40a»/..y Pier \` 13/4r - PART Cure a/nen,hy into .e rpans /can side of fnci cr dlap/lraa�m� fyv' Show/ny spac'ir ' at Tel. Co. cones' f" hangers Na Scale / wile C'4 v.1 Slope concrete 1:1‘ 4' o„ 2"0Ssb. pyot cya/v Low Sine ea. 5/PC.l 6" Vdries slirlh1ki in 1''t si.,4-2 71 onrignf-siae. L._ 6"Stee/p/�?e No. /Dga• SECTION G -G Dra/h ossem 6/y 74:, be_ 9a/vdn,zed l!+' -'Er- -lab/ C-a*lon. Joint J-2 J 4. LONGITUDINAL CONSTRUC7-ION' JO/NT EcY'yer {nlsh and /17/ w//17 asp/xi/7'7-- A 1 I I Su -H 1101/(1T CE TA IL No s IC BY DATE REVISIONS SAN FRAN CISCO, CALIFORNIA SAN FRANCISCO, CALIFORNIA DAMES 81 MOORE - SOILS EN GR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FO R ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE DESIGN DRAWN PALO ALTO GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. CALIFORNIA C KD. Jae SUPERSTRUCTURE DETAILS SHEET OF II SHEETS SCALE: DATE: See Detail C Behind anchorages 3" For pretensianing et For pas -tensioning ' Span Length 6"• 6" Het Recessed keys 0 /2" Score top of beam transverse Span Path of Center of gravity ofprestressir,g steel to approximate a parabola. If pretenrioned (here shall be a minimum of 2 ho/ddowns within the span. `. N _ --is— A 0 0 O I<tc Si (coat 7 Spaces 4'4 is ape __ s=o" *4 g Cs" /2" 4 Span Length • xet Recessed Keys it` /2" 740" 04 )j e 24" Score ton of beam transverse/y wa► 50'- 2" INT�"P/DR GIRDER 5-D ec, G -J Scale: z" = !=0" 60 Re t'cz sci Span Path of center of irctvi-ty ofprestressrng steel to approximate a ,oara6o/o. /{ pretensioned ,'here shall be a min/inum 01 2 ho/ddowns wInfhhn the span. I►c A a y t 4=0" Min. End Block a Grillage 1.30 2"t in both directions. End may be sloped as reiruired. .ro Li *4 x /-4." #4 r- Cont. #4 a or b -7 PO Cored holes - 2 ea. end, 2on g span. >t. D ensilage: #3 40 2"t 4 both directions See Detail c= -)PN'-2 Bel nd (Inch Or06el 1 3" For pretensioning 2't For post-te'nsianrng sQ 0 #!o @ Ct 7 Spaces N v.41 0 r x -a 04 ft c06" 3, 0" - S 04 @ &'/Z" 3• '--0 .v 0 -e- X-- #4ti 024" .v 0 2' ±H 0 r. 4 "Threaded concrete 'inserts O loner face only. A 50'- 2" EXTERIOR GIRDER A, E N • "II Scale : 1". /'-0" X14 Req'd Y L- • 1 x L v 0 Le - 0 � I Wet 0 C Ste./ gearing plate ) /Reid ea, end. 0 DETAIL C Scale ; /1' 1- 0" l 0 x ,< C g J r • a 4 • c"" J=5" /nteriar Gr . /22" Exter/Rr &•• iz Interiat- Ora: , Sz' ex fe.,-/or Gri/. 1-1 PLAN_, • 1` 9 !1 a t --t L - -71 --I r I x O E fl r r 0 F E 4 0 F E X C- O 0 FE. FE F w Fixed end et -span Es Expansian end ot span C- J p 4 x O F E F E GIRDER LAYOUT No Soo le O F E a x L.. Y 0 0 F E F E Denotes deck gwtter dra/h Derio1es sidewalk dra/n x Denotes planter box dra,iJ .�J O 0 F F E `I D Io'ier/or 5r4; 3 Exter/7r Old.! 3` End may be sloped as reriuii-ed „xi/threaded insert - inner Kite only. 8"t -24 I„ ELEVATION ingassembly BEAR /IJJG PL AT F (ale: ber golronasselzed ccile /% "_ / 0" 1` after fabrication i CO) K) -;"0.L. 6" Studs 4.1 Cont. -- /"CI. #4 1-- Coot SECTION A -A Cont. /La" • i s 0 M r tier P `4. /-r • SEA: T/ON 8-8 •;O Cont 404 x 4 0'. T*. a t #4 L_ Cont. #4 L-. = `,1 ,:_.=;/1 Scale / r fOr #S r Cant ii x 40' 0 -44 4 - 04 Coat SEA: T'ON c c Fu/l penetration buf'tteld -/"x-8" /15" /nterior Guder-i x /=z" Ex- terns,- uir-r/-'r•j Depth = depth ofdrib' paint 6 #4a-x726"- Sca/e : /"= i-F1 PRESTE'ESSING NO7 ES WORKING FORCE The force per girder- remaining after all losses of conorete and creep of steel have occurred) for X - 4" Pf = 342,000 lbs. for X r b Pf = 359,000 lbs. for X t ro" Pf It 377,000 lbs. The loss ,n stress in ,Oretens'ioning steel due to shrinkage and creep shall be assumed to be 30,000 The loss in stress ir, the post -tensioned pres'fr-essin9 stee/ due to shrinboyt and creep and squence stressing shall be assumed it be 24,000 ,o• s.,: In addition to the loss noted above, provision shall be made for losses due to friction, anchorage takeup, and any other losses peculiar *o the system of prestessing used. CONCRETE F' = 4500 p•s.,: p 28 days Fi a 4,500 p.s.i. 0 time of stress/nS tl,e concrete. PRESTRESS/N6 STEEL See Special Provisions CAMBER Girder soffit to be cost straight DEFLECT/01V DUE TO CAST -IN -PLACE SLAB So DIAPHRAGM ' .4 SPAN /- 4 0- Te/. flTe/. Co. /2 Gonda/ f r r/Vil y. INTERIOR GIRDERS 0.03 Fr Al/ except as noted. 0. 04 Ft. Exterior Giiy/ers A K . A , including those is as follows -- ▪ Co/ rt. -#4 r-- x 4-c' 1114 r" CcNJf' 0,4rx4 04 Cont. SECTION D -G due to creep and shrinkage EXTERIOR f for -V= 5" ,`✓f = 443,000 lbs. GIEEDERS )` for X = 6" P{ r 46 7,000 lbs. cg'yt - •C_, `` ; C 118 ; "' SHEET • A Dead Load det/er//ons BY DATE REVISIONS CON SULTANTS: J.K.LEVORSEN - ARCHITECT SAN FRANCISCO, CALIFORNIA K.OLIPHANT - ELECTRICAL ENGR. SAN FRANCISCO, CALIFORNIA DAMES & MOORE. - SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE DESIGN 2/al DRAWN RVft 2;62 GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO CALIFORNIA 0(0. Jet 3/62 PRESTRESSED GIRDERS 1.-JD-Io OF H SHEETS SCALE: As Aotea DATE: February /962. 4 "to Aryls, t5/7... N tl _9 /Z Wail 1:/0 Baiter -I -- id Tot. 7---. #4(1 @18"-. }. a "+ lr ;orris i `. 1:io Pat ttr -+pert+ L r' 'See Note A Y SAFETY CURB RA IL ING Posts 1 bolus-fere shall he vertical. I I , 1 LL! it .1 C•4 i d/ass A feel S/i irtNrt� 4enyt% {r Pare>>t' A6Sm t "/ -r"s Plan $er Box Ea/ //ky a --4 e Spans A r- I-- Ai r1"Exia, j0. Alai % II 11 / 2 "Chasm,C r"' 1 1 .I< 1 _ _ .....---1 - re uu-t 4'0 for .Art water line \ A ,11m 4 Arris, typ.' 1:20 Satter #4 7af. 5---- ROA U S/D E EL E VA T/ON I 6" /1" 7" Wall See Note A tvYa // 4 le motJi 1 /2" /4%t 6 4 I a /e 1 --►1 I PLANTER BOX R RAILING ,joint covers an a//fo/ir/s. / No. /6 G.q. rt4GY 3 "long Friction f'? Coop or/1y) NO Weld Hona'ra:/ to parallel ale i' ---t- --t--_._._ I I LuJ 4"Open ft: top bat' at /D' max. T i I I LuJ 7" Handrail eailx12".yo//d steel ti=r Ltcover 1 bet. at yiraar ends, see Le1t7i/ A F All /'w'i/ings C 4 span: " -tar^ expanSlon Sep Note A -- INTERIOR ELEVi4T/ON ;fi- c I Span Set 4-9 7'11.r anchor bo//s /r1 C 6o/$ c irc%• a For eletc-74-/co/ conduits, etc. sec Sheet //-L Ifr R er A 4 4 dA4"Arms, �/- 20 Satter # 4 is'- -l1/ s/) -e 4 p" Ar rls h P• UR 810" ;077orri tj Varies Level Top VertrcC/ #4 C'.ttt .9 - #4; C/2" Vertcalm L..ia #4‘@re" Core l"'drain halt, /ow s1:7e each scat 1.10 Bat -ter -t -i44 Tot. 8 -r- 4" li X61^ @ /2" /l Y - gert1, c'I •� • 4 V ".4 �^�Core' out 4";' {.fir^ Fwture Wr i:er /the /'Exp.f{• marl 49E, 4, /i& rnat . 4 �--�' 0 ROADSIDE ELEVA7/ON if A r /4 1 I 04 N' /3"----" f \p ABUTMENT PLANTER C -..IN• 4und/ng Ba/asters :4 St solid s/ee/ bar - or fso. N /6 ea steel cubing. 4. --Posts : ;Fs?, so/, steee/ bars Co 2/" \. 3"# N G" deep post' hale. Sc'f r-ai/Ms and groat in place. STEEL P 'ESTR IA,N -- .QAILING / 4-#3"Cand ? - rY 301 ea. past hale 4 Work vv./7'h Sect/on E -E Shee?' .5" r 7 SECTION R -R N 28 weld o,re end of" cover TO bor'. No • /G Ga. ga/v snap tit ra'/ ../74 cove/ - 3" lore. Place. at- ecc:o s" open rci'hng jt- DETAIL A Scale' ¢°TUN o TE A A/cto 5 Na to C Mak E/ectrica/ »'4- iiq and waxer //.:c. nab aroari- v{ t/rrs Contract-. I 2" Std pipe. ,yo/v. P/ace at /arrest enas, 2 rejW elai/di/ter box ez ?an. RECEIVED MAY 8 1963 ENGINEERING DEPt CONCRETE JCA/LitVG5 P/c nter- Box Rai/o Sa{efy Curb nca//4299 /v be pa/ca For on cr //,',ear Ahutn,e.-/f P/cults/- 7Lc 6e paid forces C/ass /4 PC.C. (Fridge) ,eo//in5s sha// con{Grrn 710 horizontal and vex•¢iic:/ o/tyrtr/ent- /e fr :3"X /LC," FGs ed keg on deck s/oh at j v, 1-r lh ref/1/.119' . piece on y Whet e t+/ier-e in o%/c' s a.b, STEEL RAILING Note A = Steel Pedestrian k'nr'li;rg shall be poict -r Steel � �/ �c�/ an a !/r:eai ry''. bas;s . Mete 8 - Note C : Space posts "fro c/ear expa:is7,0 loin is in deck 4/ 9'"n; es t. Nolt P ' gas anent “), to be ga/var>/tell' af`f:'r lacr,wct; J.: . ®Mote E : ;Pail we/ded et ends of .51/2t -%girt mil sections. {f basis. lla 9 Cori ?Grit, Y'o bar)zanla/ and ✓brt/� n/ /S rJu /Gs/, 7,J t r w. p W G zt 63 t"z6/b3 �Z8 6 DATE Added None e loch -lea rots?. .A.: tivr/r Add ra%hip ioi/at cover. As Bailf kaiJwall w'a at Top d80f0+lo„g9rl43 bu,ri /4%Plimker pknier bo,v c%/H7.7 2 vnek . bolts BY REVISIONS CONSULTANTS: J.K.LEVORSEN - ARCHITECT SAN FRANCISCO, CALIFORNIA K.OLIPHANT - ELECTRICAL ENGR. SAN FRANCISCO, CAUFO RN IA DAMES 8i MOORE - SOILS ENGR. SAN FRANCISCO, CALIFORNIA BRIDGE ACROSS MARINA LAGOON FOR ESTERO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY CALIFORNIA BY DATE DESIGN DRAWN PALO ALTO GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. CALIFORNIA CKD. s RAILING AND PLANTER 4--to-Io SHEET OF II SHEETS SCALE: /" DATE: BY 7" CONDO/TS, CAPPED 11 CAST /en/ JUNG T/ ON 80X, /107 /PPE!? 6ALMA'/i 02 0,2, TYPE W-084;04- ,OR/L. LEO 7-APPEi� Foe THREE 7WP_ EAD_5 Ti a 8 —e" -- &"%PANS/ON - LEFLECT/LAN F/TTl/' 5, 0, Z, TYPE OX -/00 2 -/° CONDI//T.5 5CC T/0 /V 5 DSAL_EE. /.,s/ --c --� - _'' _ PLAN SCALE: /"=30'-0 2-/" coNtwirs 3 38; 63 3,'5e45 DATE P&$`A , Tel, GAS.- Line plolrea 2 Elec. Condu;/S QloMect (K.S OLi hanidajw y REVISIONS CONSULTANTS: J.K. LEVORSEN - ARCHITECT SAN FRA':CISCO, CALIFORNIA K.OLIPHANT - ELECTRICAL ENGR. SAN rk*.NC:SCO, CALIFORNIA DAMES & MOORE - SOILS ENGR. SAN FRANCISCO, CALIFORNIA c7 "D —D" GAS 4 Way Conduit P&eE, TEL CAST /RON ✓eiNCT/ON BOX, HOT O/PPEC GAL UAN/ZED, O.Z TYPE x0-080809. O.P/G LED ,t T4PPrO FOR TNe6E TH.E'EADS i:7/A//Nu-W j" CO//O!//T5 0 -/" CO/VDU/TV PAOce OFT PVC 7 A -WA PPE. -P, (,q. /%///// ll: t+l)? .DORY /50,-0" SEE ALWELIPOill 1: : BRIDGE ACROSS MARINA LAGOON FOR EST E RO MUNICIPAL IMPROVEMENT DISTRICT SAN MATEO COUNTY LALI FORNIA 8Y DATE DESIGN K.D.J 7-‘z DRAWN CKD. 5-762 GEORGE S. NOLTE CONSULTING CIVIL ENGINEERS INC. PALO ALTO CALIFORNIA X16 TI\G LAS j =TA S 4 -10 -SO SHEET OF SHEETS SCALE'' .45 NO,' ) DATE /44/ -7n /962