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La Selva Bike Path Bridge
1" Q 0 m m V/C/N/TY MAP T.. as 7e/e fr • 13oysharc. I I* a ... Ci6/o Freeway' i 1 11-7 . 7-11 4 t: -Cron 13th lit- '� ri � .AY r `�. 911 M 4!'N3T.• .1J Y •.., nyrwitCO n tl GOIWTO upset w ^^ Y ct ^^ 7=-4. • !MN NUTt.O A:"- y _ ., J in 0 J Wirt Le1.141 17 APsYwAsti^ ,;iy"! SiTt I I'ALn ALT II/1.1:"Q REGIONAL LOCATION f'ROdtCT LOCATION NOTE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE CITY OF SAN MATEO AND FOSTER CITY HARMLESS FROM ANYAND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF SAN MATEO AND FOSTER CITY. DATUM CITY OF SAN MATEO DATUM = U.S.0 & G.S MEAN SEA LEVEL (1929) 2.36 BENCH MARK CITY OF SAN MATEO NO 57— 6 INSTALLED 1/79 RAMSET TOP OF CURB SOUTHERLY SIDE OF LOS PRADOS AT PLAYA ELEV = 100.30 SM +100 J NOTES: I. THE CONTRACTOR SHALL COORDINATE HIS ACCESS TO THE WORK SITE WITH THE CITY OF SAN MATEO AND FOSTER CITY 2. ALL WORK SHALL BE PERFORMED ACCORDING TO THE PROVISIONS OF THE APWA SPECIFICATIONS 1985 AND ALL ADDENDA THERETO UNLESS OTHERWISE NOTED BY REFERENCE. 3. ASPHALT SHALL BE B — AR — 4000 BAYSHORE FREEWAY (U. S. /0/ 1 ACCESS POINT FROM SAN MATEO SCALE I" = 60' PORT / 1 1 CITY OF SAN MATEO ACCESS EASEMENT ACCESS POINT FROM FOSTER CITY SCALE I = 60' CONTENTS SHEET NO I. 2. 3. 4. 5. DESCRIPTION COVER SHEET BIKE PATH— PLAN AND PROFILE ,I „ „ „ 6. TIMBER WALL DETAILS 7. CROSS - SECTIONS 8. 9. 10. 1 1 .. 12. 13. 14. 11 • CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES / DESCRIPTION ce H W 4 \W 0 a 2 0 Inc >2 w W 1 0 1- a_ Y_ sct J 0) a SURVEYED BY BOOK NO. 263 DATE DRAWN BY %{!5, DATEAPX.87 CHECKED BY PROJECT NO. CASE 2 DRAWER 4 SET 3 SHEET 1 OF 14 A5 BUILT 104- 102 100 98 ii 1 1 1 Cis { 1 a a t 1 1 i 'P. ROX//WS : tX/ST/A/G :GAVIITYd7: ;1'7/1.0: fl..T (::: 'zNraeLli1l:E 4 a { t - 4 1 1 40 { { t -1-- t SA; 1 P014! 0. a +103.3 -103.1 +103.1 °3953" 40.00' 30.48' 2+42.74 BC 1+93.50 EC D=90°00'00" / R: 55.00' / L=86.39' / S 36°30'20"E 7./I' -99.1 /+104.2 +103.2 -163.5 +102.3 • i D:51°58'51" R=75.00' L°68.04 ..102.2 +103.2 L106.- \\ -106.3 +100.6 0:44°45'12" R=/20.00' L +102.2 106.1 •101.5 +100.7 +103.6 +104.2 4.. + +100.7 +101.6 1 00 - 1 *100.6 PROFILE SCALE- I" = 20' HOR, 1" = 2' VERT N N N N. \ N ro +100 6 W 0, Ill 44 .J 1 -104 -102 - 100 98 -102 1-100 : 7,00 �.r 0 m 60' VC e= 0./S W v tn O W /2 2' 8' -3-AC 98 .0.4YL/GHT 2 .a 6 "AGGREGATE BASE, CLASS 2 0- 40.56 R= 8• •0 = 61.44 TYPICAL SECTION SCALES' I" = 10' HOR , I" = 2' VERT. STA 3+00 TO STA 7+ 51,58 CONTRACT DRAWFSer PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES 3AC co US /0/ (sA YS1-10RE FREEWAY /2 N 60 ' VC e- 0.29 6 -AGGREGATE ,QAISE CLASS 2 TYPICAL SECTION \ . CALES I" = 10'HOR. I" = 2' VERT. S1,4 1+PTO STA 2+73.22 +102 0 -99 9 AF SEE SHEET 3 MATCH L /NE 4 45 11.0 LT 0' 104- 102 = ,00 i 1001 98 97 SEE SHEET 2 th 3'AC - CLASS 2 AGGREGATE BASE MAR/NA LAGOON APPROX/MATE EX/ST/NG•. GROUND AT.: 5A1'EMAT 1 CeArt.ERLiNE 4 —I-. —104 ‘ca 4102 -'1 a 1 ,y�P67,2oMAT FABRIC FILTER TYPICAL SECTION ALONG LAGOON SCALES: I" = IO' HOR., I" = 2' VERT. STA 8+00 TO STA 14+31.95 STA 17+57.66 TO STA 18+78.61 x92.3 U.S. /0/ N35°/6'07"W 475.80' PROFILE SCALE: I" = 20' HOR, I" = 2' VERT US /O/ (SAYSYORE FREEWAY ) PLAN SCALE: I" = 20' r /2" Aria )tLASS .Y 3O "LONG cP 2 60 . VC t 0= 06°59'47' w '4 R= 200.00' L: 24.42 . s OSE /SEE RGTAORAAv L7ETlIL _DELETED °39C CLEAR, GRUB /GRADE (NO OTNER WORK SHALL BE DLYVE //see.) MATCH L /NE CO NTRACT DRW5NC PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES NO. REVISIONS DATE W H C 0 PROJECT ENGINEER APPROVED U H APPROVED 4J r C C BIKE PATH 0 m SURVEYED 4 C 0 O Z 0 0 0 DATE APR 87 J EC DRAWN BY C 0 CHECKED BY AS NOTED W J C 0 N CASE 2 DRAWER SET 4 .3 SHEET 3 OF 14 A5 E2UILT " D A T E 1 0 4 - 1 0 2 _ - 1 0 0 / j 9 8 - 9 6 . . 9 4 - i . 9 " 3 0 Y C k 0 J * / 5 0 e B / l O O . . " A l . " I . C - . E " " / o q / o e / a . . . c Q / K t a P A T H P R O F I - S C A L E S . . . . C L E 4 4 W e t - 4 4 t f r 1 M A T C H L I N E ��. } " " = I O ` H O R . . " - F o w l t y g w r i ( 9 N C S I . . . . . . . . . . . . . . . 0 7 . t o 1 1 4 1 4 4 4 1 1 1 4 4 . 4 . 4 a R / o c E ( N . / . c . ) 4 1 4 o l i c k r a k g k g . 1 . " t i 4 o " t o P R O F I L E 4 0 / e s ; o . e 0 1 o i i t 4 1 c o M r . 0 1 / C e R A T A / C e N T E R Z . / M e 4 4 . 4 4 4 . 4 4 7 . 1 . 4 4 / L 1 0 5 U S / 0 / ( S A Y S H O R E F R E E W A Y ) P L A N k i r k J N . " 0 0 t o " " " " " 6 0 t e i - 1 0 4 1 - 1 0 2 - 1 0 0 L 9 8 " M A T C H L I N E S E E S H E E T 5 T Y P I C A L S E C T I O N 4 0 5 T A . - 2 0 4 5 0 I 9 9 . 5 F a V i V i S 1 - 1 h y s T A L L . . 9 8 / O F A \ F i L A C E 3 " A c 1 : 2 1 / 6 e 9 6 - C L A S S 2 A G G R E G A T E 4 1 . " : C O N T R A C T D R A V V ! N G P R I N T S N O T B E A R I N G T H I S S T A M P A R E O B S O L E T E F O R C O N T R A C T P U R P O S E S N O R E V I S I O N S A P L A N 8 1 P R O P I E C H A I N L I N K P E N c S i c A T E 5 - 2 o - e 7 I L a N C C 0 t i t 0 u . 0 0 C C B I K E P A T H " c t L L I S U R V E Y E D 0 B O O K N O . D R A W N B Y R L L A J 1 C H E C K E D B Y A S N O T E D L i e - J 4 C A S E 2 D R A W E R 4 S E T 3 S H E E T 4 O F 1 4 A 5 l a t U I L T 108. 1 1 AP. PROX/MATE EXISTING Grown AT DACE PATH CENTERL /NF 0 t 440* NO. REVISIONS DATE 1- 494.- 10a. orrIrr• I 1 -r tii -4-- 104••1 $. I .1- 102 •+00 ••T• 4- 98 -4— •r• 1 .102.9 N V MAR/NA LAGOON +102.6 +102.6 3 "AC CLASS 2 AGGREGATE EASE +104.9 TYPICAL .-I N . ... X +102.4 .102.5 95 +105.3 100 SECTION SCALES •1" = 10' HOR I" = 2' VERT STA 19+ 00 TO STA 22+70 .102.5 +102.7 N 0 tsi 1 S t M w PROFILE SCALE I" = 20' HOR. I" r 2' VERT +98.2 PLAN SCALE ° I" = 20' .97.9 vo-- - i"AC 7104 3 N35°34'47"W / "-98.4 r —F D=59°35"55" R :80.00' L =/25./0' +101.5 .102.5 +102.5 MATCH LINE SEE SHEET 4 .4 .99. SPL /CE EC K CONTRACT � DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES W APPROVED w C BIKE PATH scz El 44t SURVEYED w ✓ C 0 BOOK NO. CC 0- 4 w C 0 cC J DRAWN BY w C 0 CHECKED BY AS NOTED W - J C U N CASE 2 DRAWER 4 SET 3 SHEET 5 OF 14 r�. AS auJLT DIETERICH POST REORDER NO. 103713 8 %v/DE 3/k'E PATH .SYMMETRICAL AB7 a IKE 4! O# / / / / / / / / / / / 00 4x/2x4Lo'LG. W/TH &,. 5.5. isoLi5 NUTS AND W45/12R5 'm Q u IJ G.5% COMPACT/ON ,4pPPDX/MATE !x/5T GROUND K CO 8"X8")'0575 e41 c 5Ac,c PC -C. /V. T..5. 1��LE TEf .4x/2 5.5. BOLTS WA/ 5.5. NUTS AND WASHERS 5x8 POST PLAN of 5PL/CE PETAL. N T5. NoTf-5: /• ALL LUMBER 51 -/ALL BE PRESSURE TREATED AND CREOSOTED DOUGLAS F/R N9/ GRADE 2. PC . CONCRETE SHALL HAVE fc= 3000p.SJ. /0/a/rTfivi,PeAfiiz. CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES • w 1— a 0 >- a3 DESCRIPTION 2 0 Np >2 cc M N &)' I'6 N.- 0 SEL VA BIKE PATH Q SURVEYED BY BOOK NO. DATE DRAWN BY W, 5'r4. DATE Pei, . 87 CHECKED BY DATE 3 D s VI In w -J 4 U in PROJECT NO. CASE 2 DRAWER 4 SET 3 SHEET 6 OF 14 p 2+25.00 ter: 103.37 ter: 101.26 des: 103.13 des: 100.22 3+89.26 2+00.00 ter: 103.37 ter: 101.46 des: 103.17 des: 100.52 3+75.00 1+93.50 3+50.00 ter: 103.37 ter: 102.06 des: 103.18 des: 101 .18 1+75.00 3+21 22 ter: 103.37 ter: 103.27 des: 103.21 des: 101.95 1+50.00 3+00.00 ter: 103.67 ter: 103.47 des: 103.25 des: 102.50 AC. , fvp. C/ass Z Act gr-egate &arc, 7Lyp, 1+2500 2+7322 ter: 103.37 ter: 103.57 des: 102.81 des: 102.95 I 2+50.00 ter: 103 17 ter: 103.57 des: 102 50 1+0000 ter: 103.13 des: 102.38 des: 103.10 2+42"74 ter: 103.57 des: 103.1 1 5+34.84 ter: 101 .16 des: 99.85 5+25°00 ter: 101.06 des: 99.85 5+00°00 ter: 100.76 4+82.99 ter: 100.96 des: 99.85 4+50.00 ter: 100.96 des: 99.85 4+00"00 ter: 100.96 des: 100.05 EXIST. GROUND (TYP. ) F/N/SHED GRADE (TYR) LA SELVA BIKE PATH CROSS -SECTIONS SCALES: I" • 10' HORIZ, I" • 2' VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA ����(�,,/�J�'�/�� %. w..,,7 _ V -z3- 7 � PROJECT ENGINEER fi'- DATE APPROVED DIRECTOR 0 ""� IC WORKS CITY E NEER 4/n/17 DATE DRAWN BY BOOK NO. PLAN CASE 2 DATE APRIL 1987 DRAWER 4 SET 3 40/Wel 7 14 DATE SHEET OF PRINTS JO ` 07,11:Z 1 IS S A-'i' r RE OSSOifi[ FOR �.f,::T &ET ',IIRPOSFS 7+00.00 ter: 101.53 des: 99.82 6+75.00 ter: 101.43 des: 99.85 6+50.00 ter: 100.73 des: 99.85 6+31.78 ter: 100.53 des: 99.85 5+50.00 ter: 100.66 des: 99.85 8+00.00 ter: 98.13 des: 97.00 7+5158 ter: 100.43 des: 98.90 EX/ST. GROUND ( TYR) F/N/S//ED GR/oE(TVA) 7+50°00 ter: 100.49 des: 98.95 7+26.58 ter: 101.43 des: 99.52 8+13.02 9+00.00 ter: 98.57 des: 97.70 8+50.00 ter: 98.37 d e s : 97.20 1 PRINTS HOT BEARING THIS SCAMP ARE ORSOEETE FOR CONTRACT PURPOSES ter: 97.57 des: 96.93 LA SELVA BIKE PATH CROSS -SECTIONS SCALES: I" = 10' HORIZ, I" • 2' VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA 41-1911tett Tom-« -% PROJECT ENGINEER DATE APPROVED ppper��......�� CITY NG EE 40. APPROVi a/z DA tE E DRAWN BY BOOK NO. PLAN CASE DATE APRIL 1907 DRAWER 4 SET 4411g SHEET DIRECTOR OF PUBLIC WORKS DATE OF 14 10+50.00 ter: 97.17 des: 96.50 10+00.00 ter: 97.67 des: 97.10 9+50.00 ter: 97.97 des: 97.70 12+00.00 ter: 99.07 des: 98.30 1 1 +50 00 ter: 99.17 des: 98.00 11+0000 ter: 98.27 des: 97.70 13+00.00 EX/ST. GROUND (TYR. ) VISA/ED GRLIOE(TYP) ter: 98.16 des: 97.70 12+88.82 ter: 98.39 des: 97.70 12+50.00 ter: 98.79 des: 98.60 PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES LA SELVA BIKE PATH CROSS -SECTIONS SCALES: I" = 10' HORIZ, I" = 2' VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA PROJECT ENGINEER DATE APPROVED CIT.... ER 1/23/: % DA LIC WORKS DATE DRAWN BY BOOK NO. PLAN CASE 2 DATE APRIL 1987 DRAWER 4 SET 3 SHEET 9 OF 14 13+50.00 13+37.66 /2 "RCP @ 2% , CLASS V 3O" LONG - T V ter: 97.99 des: 97.70 ter: 97.89 des: 97.70 13+1324 ter: 97.89 des: 97.70 14+50.00 ter: 97.39 des: 99.00 14+00.00 ter: 97.89 des: 97.70 15+00.00 ter: 97.17 des: 99.85 EXIST. GROUND ( TYR) in-/N/SHED GRADE (TYR) 14+87=66 ter: 97.39 des: 99.00 PRINTS NOT BEARING THIS STAMP ARI OBSOLETE FOR CONTRACT PURPOSES LA SELVA BIKE PATH CROSS -SECTIONS SCALES: I" = 10' HORIZ, I" = 2' VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA y 7 7:� a 4f—D 7 PROJECT ENGINEER DATE APPROVED 74 41/4 CITY E Mir DATE DRAWN BY ED BOOK NO. PLAN CASE 2 DATE APRIL 1987 DRAWER 4 SET 3 4114-1/1-0 DIRECTOR 0/ PdBLIC WORKS DATE SHEET I° OF 14 EX/57 GROUND (TYP. F/N/St/ED GRA.OE (TYP. ) 15+27.66 ter: 96.69 des: 103.80 15+1266 ter: 96.95 des: 99.00 16+00.00 ter: 96.44 des: 106.91 15+50.00 ter: 96.29 des: 105.36 16+47.66 ter: 98.02 des: 103.80 16+25"00 ter: 96.52 des: 105.39 !ThACT DR, PRINTS NOT BEARING THiS :1;171 'RF OBSOLETE FOR CONTRACT PUGPOSES LA SELVA BIKE PATH CROSS -SECTIONS SCALES' I" I. 10' HORIZ, I" . 2' VERT. CITY OF SAN MATEO WATER ELEV. 96.7 SAN MATEO, CALIFORNIA PROJECT ENGINEER !/ APPROVED / CITYLNGINEI z5-1-7 DATE DA E DRAWN BY ED vr� DIRECTOR RUC WORKS 4/11/9 DATE BOOK NO. PLAN CASE 2 DATE APRIL 1987 DRAWER 4 SET 3 SHEET I I OF 14 16+87°66 4 ter: 97.32 des: 99.00 16+50.00 ter: 97.98 des: 103.64 17+50.00 ter: 97.82 des: 99.00 17+00.00 ter: 97.62 des: 100.00 18+50.00 ter: 97.32 des: 97.13 EX/ST GROUND (rvP. ) El V/SHED GR1IDE (TYP. ) 18+00.00 ter: 97.72 des: 96.70 17+57.66 ter: 97.80 des: 96.70 (WI DRAWi PRINTS NOT BEARING THIS Si : is OBSOLETE FOR CONTRACT PURPOSES LA SELVA BIKE PATH CROSS -SECTIONS SCALES' I" = 10' HORIZ, I" = 2' VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA 7-Z,e n .; S!- Z T 7 fr PROJECT ENGINEER �/ GATEE APPROVED DRAWN BY BOOK NO. DATE APRIL 1967 DIRECTOR OF PIRLIC WORKS 2S CJ AT PLAN CASE 2 DRAWER 4 SET 3 iD�ATE2"'/f; SHEET 12 OF 14 4 19+50.00 ter: 102.56 des: 103.07 19+25.00 ter: 101.76 des: 101.70 19+00.00 ter: 98.66 des: 100.28 18+7861 ter: 98.42 des: 98.32 20+50.00 ter: 103.46 des: 104.25 20+09.44 ter: 103.06 des: 104.25 20+00.00 ter: 102.96 des: 104.25 19+89.44 ter: 102.86 des: 104.20 19+75.00 ter: 102.86 des: 103.95 21+75.00 21+50.00 21+25.00 F/N/S/E.O GR.405(TYP. ) EX/ST. GROUN,O(TYR. ) ter: 103.84 des: 104.25 ter: 104.24 des: 104.25 ter: 104.24 des: 104.25 21+06°13 ter: 104.06 des: 104.25 21+00.00 ter: 103.99 des: 104.25 Pa1NTSI4OF BEARING • OBSOLETE FOR CONDUCT NE. O LA SELVA BIKE PATH CROSS -SECTIONS SCALES: I" a 10' HORIZ, I" 2' vERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA .S151,11RO4JECT ENGINEER DATE DRAWN BY BOOK NO. DATE APRIL 1987 APPROVED Y NGINE 437 DA E I • j5 _ . _... ,t41/t/ DIRECTOR GreabL'IC WORKS DATE PLAN CASE 2 DRAWER 4 SET 3 SHEET 13 OF 14 22+70.00 tiN/-5/ /ED GRADE (TYR) EX/ST. GROUND(TYP) ter: 103.50 des: 104.25 22+50.00 ter: 103.34 des: 104.25 22+31.23 ter: 103.24 des: 104.25 22+00.00 ter: 103.74 des: 104.25 23+25.00 ter: 104.24 des: 103.88 23+00°00 ter: 103.94 des: 104.05 22+75.00 ter: 103.54 des: 104.22 23+39.29 ter: 104.54 des: 104.54 23+39.20 ter: 104.54 des: 103.79 PRINTS NOT REARING THIS iU»P ARE OBSOLETE FOR CONTRACT PUWP05E5 LA SELVA BIKE PATH CROSS -SECTIONS SCALES; 1a = 10' HORIZ, 1" = 2. VERT. WATER ELEV. 96.7 CITY OF SAN MATEO SAN MATEO, CALIFORNIA PROJECT ENGINEER IDATE APPROVED jo/� 1J ¢13 /47 CITY / DAME NEER DIRECTOR 6F'PUBLIC WORKS DATE DRAWN BY BOOK NO. PLAN CASE 2 DATE APRIL 1987 DRAWER 4 SET 3 ? SHEET 14' OF 14 " i ' N E B R U N I N G 4 0 - 1 0 5 4 5 0 1 9 1 1 r + " 2 r + t + : r " 1 1 " t v " " . . S I ` ` " " . . l r r � t l " 1 1 ; 0 1 0 L N " ' > ; > = : z , , " Z l - i " . f& " � " . . . " , s P . . . c r % r " " A 3 r + 4 r + y . ' , A . 1 . J . a f N " c r i b - - " . \ . , : J r , f k " , . . f&d " I r ' . . S . - . f& r I " r 1 Y " L - . . . - f . a i " , y . h . , " " \ / f t 1 . 5 i 1 , . . ��. I ! . - E - . . Z . . ' v . - r " " r - \ ( 1 r H i I l l i O B r + 1 " " 4 + a / 7 r + r " C , r ^ + B r + f " n 1 + 1 I B r + Y r " J r , ! O a ; B " + h e I t + 6 5 + I D + S i r + 1 1 r + 1 0 r + 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 P P R O V E D D A T E B Y B Y B Y C I T Y O F S A N M A T E O S A N M A T E O , C A L I F O R N I A S C A L E D R A W N B Y P R O J E C T E N G I N E E R D A T E B O O K N O . D A T E A P P R O V E D A P P R O V E D P L A N ) C A S E D R A W E R S E T 2 C I T Y E N G I N E E R D A T E T 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 S H E E T I ` t O F I ;< 9' 1D_ BRUNING 40-105 45019 $, 87 92 100.80 101.90 101.95 100.73 101.52 102.00 101.74 /s 102.10 101.75` / 101 . 100.997 7 101.54 1010.71 REVISION NO DESCRIPTION DRAWN CHECKED APPROVED DATE BY BY BY CITY OF SAN MATEO SAN MATEO, CALIFORNIA APPROVED PROJECT ENGINEER DATE CITY ENGINEER DATE APPROVED DIRECTOR OF PUBLIC WORKS DATE SCALE BOOK NO. PLAN CASE DRAWN BY DATE DRAWER L� SHEET ( OF SET w I Q 0 DIETERICH POST REORDER NO. 103713 rtor,u, 01444440 =�MMaW, T — �•�J 4 =•• - -- e c ra crr•:. SAN Lt ice--.. wI,Y'hh0 ,,ir"' SITt 4. . n \ }> Evn:13cic t 'w.. 91f ir IL &MVO I,I,erxc)S • • Imam prr :• PAGING -.. \ c • Norio,••/* • PAUL ALT it S. /0t /301/.5 bore Aye 1:11. I [Marlin -IF 1F 1 1 . 1 ! 71(7. -11 11/4,1 I !itLt.130 �AI.ICSC REGIONAL LOCATION ye „de • Freeway V/C/N/TY MAP N,T.S PROJECT COCAT/ON D03 NOTES: ir JL I. THE CONTRACTOR SHALL COORDINATE HIS ACCESS TO THE WORK SITE WITH THE CITY OF SAN MATEO AND THE CITY OF FOSTER CITY. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE APWA SPECIFICATIONS ( 1985 EDITION ) AND ALL ADDENDA THERETO) UNLESS OTHERWISE SPECIFIED. 3. ASPHALT CONCRETE SHALL BE B - AR - 4000. 4. STEEL SHALL BE BILLET STEEL WITH fs = 60 ksi. 5. CONCRETE SHALL HAVE f'c = 3000 psi . 6. PROVIDE 3" CLEAR FOR ALL STEEL AND 6" CLEAR FOR STEEL AGAINST GROUND. 7. LOADING SHALL BE H20S15 FOR SINGLE "TEES". 8. ALL EXPOSED BRIDGE EDGES SHALL HAVE 11" CHAMFER, UNLESS OTHERWISE NOTED. 9. UNLESS OTHERWISE SHOWN, ALL REBAR SPLICES SHALL BE 40 DIAMETERS LONG. 10. TUBULAR STEEL RAILING SHALL BE DOUBLE HOT -DIP GALVANIZED AFTER FABRICATION. NOTE: ED) 0 a * r DR WI G PRIM ORSIL ; P FOR CONTRA° =Is“ l CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF SAN MATEO AND THE CITY OF FOSTER CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OF SAN MATEO AND THE CITY OF FOSTER CITY. PORT BAY SNORE FREEWAY IU. S. /O/ I INDEX: 2. 3. 4. 5. 6. CONSTRUCTION DETAILS 7. 8. CITY OF SAN MATEO ACCESS EASEMENT ACCESS POINT FROM FOSTER CITY N. T. S. ACCESS POINT FROM SAN MATEO N.T. S. 9. COVER SHEET HORIZONTAL & VERTICAL ALIGNMENT PLAN & PROFILE ,1 1, „ 10. BIKE PATH AND BRIDGE LIGHTING SYSTEM II. GALVANIZED STEEL T.S. RAILING/STANDARD END POST DETAILS. DATUM: 5 NP ELECTROLIER,ELECTROLIER BASE AND CITY OF SAN MATEO DATUM = USC & GS MEAN SEA LEVEL (1929) + 2.36 BENCH MARK: CITY OF SAN MATEO NO. 57 - 6 INSTALLED JAN 1979 RAMSET TOP OF CURB, SOUTHERLY SIDE OF LOS PRADOS AT PLAYA ELEV. = 100.30 SM + 100. DESCRIPTION z ''o >z w e0 C LA SELVA BIKE PATH BRIDGE COVER SHEET SURVEYED BY BC w a 0 BOOK NO. DATE 5- 87 DRAWN BY RLG CHECKED BY SD SCALE AS SHOWN PROJECT NO. CASE 2 DRAWER 4 SET 3a SHEET I OF II AS ,8U//T EX/ST..B/KE PATH P4VEMENT c,O" VC e=0.53 Z� Q -o.00�_ /z /0' M W \ \ \ L A UREL CREEK t c4 1 60'v.C• O 0 W N. V Q Ita e.0.53' - 106 EX/ST/N6- 5B/KE PATH PAVEMENT 104 102 - 100 --rt•.,,..� .,,a,........,,,w ......r. n APPROX/MATE EXf,STIA/X GROUND AT ,BR/DGE. CENTERL /NE' -98 - 96 - 94 -92 e "A C n Rao J s CL455 2 AGG/PEGATE, /%444AX • '__aa,_-- ND S E CJ1OA/ A .4 /yam VeRr. /N_-..3'1MO/e. —i------__._ EX/ST/NG .B/KE PATH 40 'TRANS/T/ON a r-----__-;__.� FENCE -fi KEMDVE Cy4/N L/W I=ENCE 15411146E ; A: PTER WORK /S ACCOMPL/Sf/ED ONTH/S PKPQ/ECT, • • CONSTRUCT NEN CH4/N L744X PENCE AT /TS OR/6/t441. Pos/T/ON Acc0R4D/NG 7t' GALT/TAN5 5PECS . 30.7// 30"7// 50' aR/DGE APPRO4 LW S0.7/' 1/4 k 5o' B,JP/!XE APP/-O4CH SO SO " SR/OGE 3@SO' = /50' O" 50' O' PROFILE SCALES = 20' HOR., 1" = 2' VERT. ,BR/OGE 3 0 SO' _ /50' TEMPORARY TYPE K ,BARK/ER O" LAUREL CREEK 106.7 PLAN SCALE 1" = 20' 50' 1 BR/OGC AR/�Ra4CA/ it •Q 5' 45' So' 45' BR/DGF 4PPROAC/1 PAVED AREA SEE Seer .4-A TN/S BHT. TEMPORARY TYPE K 5ARR/ER REMO!/E7 C//4/N L///K PENGE. 1 SALVAGE. AFTER WORK 15 ,4 CcDMPL/SHED ON 77-//.f PROJECT CONSTRUCT NEW C/IA/N L//SK PENCE AT its- oir/G/N4L P05/T,'ON ACC o.,eD/n - Jb CACTie,ANS ssres. NOTE : PROP/LE IS AT CENTERL/NE OF BR/DGE EX/ST/N6 .B/KE PATH / 4O "TRANS/T/ON J 95 CONTRACT PRINTS NOT BLARING THIS STAMP ARE OBSOLETE FOR CONTRACT PURPOSES 25' al a NO. REVISIONS DATE LA SELVA BIKE PATH BRIDGE SITE PLAN SURVEYED H 0 O 0 z Y 0 m W H DRAWN BY , S, CHECKED BYS. D. AS SHOWN CASE 2 DRAWER SET 4 3a SHEET 2 OF It ,45 ,s 0t/Z7- DIETERICH POST REORDER NO. 103713 /08 /04 /00 96 9Z END P057 r BR/O E APPROACH WALL %C L) 0 BASEL /NE- AND BRIDGE CENTERLINE • N NW -e h Is NOTCH FLANGE CORNER 6"x 1/-4" OF GIRDER. 2,2z,„ 50' - 45/- //" /16/ 2'O„ A__ SIO CLEAR SPAN "I I J I 0 I I I i fOR NORTH 13R/DOt Af PRDACN SEE 5-IT.8 N I I v 103. BRIDGE APPROACH WALL ELECTROL/ER TYPE'B" SEE s/T I/ FOle oEfl/L L _ L I I 0 7% 0 CAST -/N -PLACE JO/API/RAM PM/D-SACW —� II 2- 6'•O " e481.3"PRESTRESSED PRECAST SINGLE TEE 7" CAST- IN -PLACE TOPPING SLAB rfiA 7-0 F/ FCTROL/ER TYPE "a" .SEE SPECS. _ WEST SIDS on/L y • t-- - - EL.ECTROL/ER TYPE "en a455 (SEE DETAIL 51/7-7/ ) a" " ABUTMENT i t/ FOOT/NG 2-/ // 6' st.tia :9 7@9, 0 440/2" /Z "MAX ORA/N ROCK NOTE - FOR ADD/TWA/AL STEM y/ FOOT/NG STEEL (SE -E SHEETS 6 se 7) O" • • 2' o cLEAd i 1 2=52 • • 1 / 1-e f 2'-22 " 4=o r NOTCH FLANGE CORNER 2"x 11/01' OF GIRDER. / k GALVANIZED STEEL T-5. RAIL/NG SEE 51/1":// FOR /DETAILS. Q EL 94.i5o flee Q CUT OFF EL 93.25 ..WT CAPACITY - /2" x /2" PRECAST PRESTRESSED PILES , 45 ' LONG , TYP. T/P EL 45.25 SPAN NO. I PLAN 7 e C' G" = 45-'G" EAST SIDE 7 e G'- 5%g = -15/-o" WEST 5/DE `Z RAIL/NG EA/PANS/OH JT AT M/D - SPAN C" CURB "SLAB :GIRDER FLANGE PROV/DE 0.25' CAMBER AT M/OSPAN APPROXIMATE EX/STING GROUND AT BRIDGE CENTERLINE SECTION A -A /-92 f END PAST NOTCH FLANGE CORNERS G"x 8" OF GIRDER. TYP. 4 -PLACES / I 1 ;0 -9" 60" P/ER'"/ FOOT/NG CL64R — — 8" !� " ' 2'-S a .N • ENO POST END ,COST 151 0 a) O N .to IN 0 N (-92- z —dem a • • • • EL 88.6 /08 /04 /00 96 92 __E -L9100 LAUREL CREEK BOTTOM CUT OFF EL 86.757 7/P EL 4/.75 BB 84 I ? RINI'S N0; fAR kg; 11 0!ET[ !OR tr 0;.t.fp`'4 W 0 O r co DESCRIPTION 52 j2 ao N2 ro 1E0 eA •• IlL '� tiO at let' :frii .4N sor LA SELVA BIKE PATH SURVEYED BY w 0 0 6 z O O m DRAWN BY RLG DATE 5/87 CHECKED BY 5.0 DATEJ-lf-g5 J Q U PROJECT NO. CASE 2 DRAWER 4 SET 3a SHEET 3 OF LI A5 1341/1.7" 1 w a 0 DIETERICH POST REORDER NO. 103713 /08 /04. END Posr END POST /00', 96, 92 88 \ Ni 1/49 /en SO 0" CLEAR SPAN 441-3" N --t I II!G4 --I--4-- --_L--4-- I4" I 3,9" I to —r 6 =0 "PIER °/ FOOTING 1 -r NOTCH GIRDERS G"x 6" AT co,eNERS, TYP 1/49 n CAST- /N -PL ACE D/A/W/2AM Eit l/D SPLI N P/c b x h T i r 2- 6 0 ')( 449 '.7 ' PRESTRESSED PREOIST S/NY9LE TEE BASELINE AND BRIDGE CENTERLINE - 6 'CAST -/N -PLACE TOPPING SLAB SPAN NO. 2 PLAN 50% 0" r I I -r I I 3 4 it /:O" /'O° 3 "- 9 " 6="O"P/ER 74`2 FOOTING 1 END , sr 1 1 I I CD V N war 7 e G.8"- 4c! 8"aor/-/ sloes Rd/LING EXASNS/ON a/T• AT M/o SPAN GdLvAN/ZED STEEL 7/5 R<I/LING, SEE 51117/ FOR DETA/LS 3" key' /=6 6.9" 84 -. 'I 0 NJ #4Co/2" • • • 9 @ 9 2'- 5 " „ • • • CLE4, C //-9/ 1 / -a -- ti N O N /2 MAX DRAIN ROCK !/G 3. 1 N 1/49 ( ,� '! A t a" CURB 7" SLAB G/2fI-R FLANGE d CPROV/DE 0.87 CAMBER @ MID SPAN LAUREL CREEK NOTE FOR ADDITIONAL STEM AND FOOTING STEEL SEE 3/ICE7S 617 FOR De—TA/LS. •--/! 6" / Q a. 58.G7 Q CUT --OFF EL 8675 a- 30 T CAPACITY — /2" w /2" PRECAST PRESTRESSED PILES 451 LONG, TYP T/P EL 4/.7-5 APPROXIMATE EX/STING GROU/V0 AT SRIDGE CENTERLINE 0 El. 9/.0 BOTTOM OF CREEK SECTION A - A CT r 1/40 N. 9 3-D" MED END POST BASE. TYP. NOTE: DIMENSIONS ELEVATIONS AND MATERIALS OF ,o/ER °92 ARE THE SAME AS PIER e/ VEL88.67 Vcur ocFEL86.75 V T/P EL 4/. 75 /05 /04 /00 96 92 88 64 e- DESCRIPTION a 0 in >z 0 C co LA SELVA BIKE PATH J N 0 Der Za 0 Z Z as ( Q J a SURVEYED BY W Q O 6 z O 0 m DRAWN BY RLG DATE 5/87 CHECKED BY 5.0. DATES/Q-56 W Q N PROJECT NO. CASE 2 DRAWER 4 SET 3,0 SHEET 4 OF II AS all/LT DIETERICH POST REORDER NO. 103713 END Po.5T N tN NotGN FLANGE COR/'/ERS /0."x On OF GIRDER TYP. 4 -PLACES. .50' -0" h / '-/02 " / CLEAR SPAN 45' - 3 3 W /VOTCH FLANGE CORNER G" x /1-4" OP GIRDER. 2-2; t- 9 — N N to' r a I I I I I I I I L -r r I END POST APPieOAcy %VALE t 6" CAST /N PLACE 7-OPP/NG SLAB BASEL/NE .MID BRIDGE CENTERL//VE—" CAST /N PLACE D/APHRAM emit -SPAN -1 F�c, 2-4 O""w48=3"PRESTRESSED PRECAST SINGLE TEES Q %;11,; ; I I ----- ---T-- I I FOR SOUTh' BRIDGE APPROACH SEE .SHT 8 c9 h c P/c END POST 1/49 W) N P/ER 4.2 FOOTING. 141_1_4: Cp"_ r� LAUREL CREEK BOTTOM e 21-5- I.,' • N N N /2 "MAX DRAIN ROCK B" SPAN NO. 3 PLAN 7e6=-G"=45G"Stir s/Da 7 & G'- " = 45'-O. 6VE575/OE NOTCH FLANGE CO/t'NER a"x/=/O" OF GA -DER' L2/ 11.1 7-0" ABUTMENT FOOT/NG ELECT/wOL/ER TYPE 2%2" CLEAR 4 EL 88.67 N. N. Q CUT-OFF EL 84.75 ei Vi /.ii. ca• %V •..H:'..'i2 Imo_ RAIL/Ala EXnzsN.5/O/V Jr. Ar Ad/v - 5P&V NOTE FOR ADDITIONAL STEM FOOTING STEEL SEE SHEETS 4 f 4 30 T CAPACITY -- /2" - /2" PRECAST PRESTRESSED PILES, 45' LONG, TYP Q TIP EL 4/.75 — PROVIDE 0.25 " CAMBER AT M/DSP.MI APPROXIMATE EXIST GROUND .BR//OGE CENTERLINE SECTION A- A GrALV4NIZED STEELTS led/LING SEE s 'T- II POP f)FE4ILS 2% Ese //' cL " ELECTROLJS TYPE 'B" /VEST SinE oNLy. BR/OGi! APPROACH WALL -ELECTROL/iR TYPE "B"BASE SEE 17ET" A sh'T• I/ WEST S/tE OWLy. GiWPROACH SLAB O M 2» .3,- 0 ED N STEM STEEL FOR ABUTMENT #2 SAME AS ABUTMENT #1 B EL 94.50 i 1/49 x h V CUT OFF EL 93.25 TIP EL 48.25 /08 /04 /00 96 92 85 ARE POSES ell u O m DESCRIPTION 2 0 0o >2 0 LL. co = w 0_ 'Co w •it O o_ In Z o a Qa-J a Q -J SURVEYED BY w a 0 6 2 0 O O m DRAWN BY RLG DATE 6/ 87 CHECKED BY S.D. DATE3-!¢-B8 M w J Q N PROJECT NO. CASE 2 DRAWER 4 SET 3a SHEET 5 OF II As BU/LT 7�0" DIETERICH POST REORDER NO. 103713 71- 4f o* /O" 2" • • -�- T 1 4,0 N 1 A hid • t • STLI /5* /2.66 h KZ. (0 \I /2". /2" PRECAST PRESTRESSED 30 T PILE, TYP 8 REQC//RED PER ABUTMENT C /C " 4(-0., /,o., " (*8 @ G. '. N hNb N e e W CJ A a LI a I I I I NOTE' BOTTOM STEEL *MT SHOWN ONLY FOOTING DETAIL AT ABUTMENTS NO. I Si 2 SCALE: I' 2' .41111. 3'-O' 1'- h '" c + F hit 13/4 N 3 08 OVER PILES FOR FOOTING BEAM N /LE, TYP. /'-O" /'-6" 3'-0" / G$1' I /2 - PRECAST, PRESTRESSED 30 T P/L E , TYP. 8 REQI//RED PER P/ER 1 N 1- FOOTING & PILE LAYOUT PROV/,DE 2 - 2"0/A HOLES IN PILES FO GROUTING OF FOOTING CONTINUITY STEEL (ALL PILES) 4= " SCALE ° I11 3' Fore RE/NF. /N WALL ABOVE 555 DR/G.3 of // 7'- 0s 3*8 OVER PILES TYP. ' 0' SECTION A -A SCALE' I" ° 21 /, C" • ' y 4_ o". 3=z" /: /' 61 3' - O» I,,G, 4e/0 @ eV' B II 1 H I I I i l l NOTE : BOTTOM STEEL MAT SHOWN ONLV FOOTING DETAIL AT PIERS NO. I & 2 SCALE I" = 2' TEST PILE LOCATION 3 - /O OVER PILES FOR FOOTING BEAM t 1 knit N BASELINE AND ist (0 N 15 eve BRIDGE CENTERL/NE FOR iPE/AF. /N ROLL ABOVE SEE .DWG. 4 of// #`9 e 3"1I WS 0.9" 3-' S OVER PILES 'r1 /' J • • figs -O" I - ti N SECTION B -B SCALE' I" 2' /cc" 3 -se/0 OVER PILES, TYP. Isl 0 0 m m DESCRIPTION LLI 0 C CC CO 0 Y 00 W Q J Z 0 P j.71 H F - Z 0 0 SURVEYED BY w 0 0 6 z 0 0 0 DRAWN BY RLG DATE 6/87 CHECKED 8Y S•D. DATER /4a AS SHOWN w J Q U PROJECT NO. CASE 2 DRAWER 4 SET 30 SHEET 6 OF II AS BOLT S - // 6 8new 4 h Q 0 DIETERICH POST REORDER NO. 103713 OF METAL RAILING 6" POST AND 5455 PLATE ANCHOR (SEE SHEET 8 FOR DETAILS) 24114 's4 T/ES @/2"cc - 1.4 CONDUIT NESTS/DE ONLY 3" a-7- "CHAMrt/t EACH S/GLE ANCHOR TIES ,BETWEEN FLANGES " TYP. 1 N PRECAST, PRESTRESSED SINGLE TEE, /50 PCF Fc = 4500 PS/ 2 ' D/A . 270 K STRANDS AS REQUIRED ROUGHEN TOP or TEE FLANGE FOR COMPOSITE ACT/ON CAST -/N- PLACE COMP /TE TOPP/NG SLAB • /50 PCF 3000 PS/ CONCRETE "----#3 Zr mkt/ SPACING 4@4; B@5" ATEA •I ENO ,CALANCE @ /2 "o. C . (I) • DECK DETAIL SCALE I" I'- 0" .BIKE PITH /2' O" S 9" S S 6g i "TN/CK EXPANSION JO/NT MATERIAL AROUND STEMS ATTACH WITH EPDXY PRIOR TO POURING D/APHRAGM(-TYR) e n • i ABUTMENT OR PIER DIAPHRAGM STEM EXPANSION JOINT MATERIAL N. T. S. G "CONSTRL/CT/ON JOINT OPTIONAL - ▪ •• •• • • AZUR HOLES RIGHT NAND SIDE 6 Cd 5"c.c. ea/ 1 COIL ROD p INSERT CAST IN PLACE DIAPHRAGM N. T. S. FL /WGE i EXPANSION JO/NT MATERIAL C ,4/9PROACH SLAB 4 *4 coeyr/NUOUS #4@ elec. #I& /2 "c.c. #Sc7 /O '#4 a /0 -cc . 2 k 41 6 0 • • a • • • • • t 2'x.5" //--G- LONG COVT/NE/0. THROUGH SLEEVES IN TEE STEMS 0" • • ".3 HAIR P/N 7/ES /N TEE STEMS @,SLEEVES 2 #4 5ETWEEN STEMS 2 " TOPPING SLAB N e3" • • • • • • • /=(a2„ FLASTOMER/C BENDING PAD /O"x/O"x/" 4`ro x 6- "On LONG@ /2-c.c. 6 ' 9 " VERT 44 @ /2"c.c. 2 EXPANS/O/t/.XJ/NT MATERIAL tu / 2 4 2" CAST /N PLACE CONCRETE DIAPHRAGM f c = 3000ps. 4C-' 8 "WITH CAPPING TIES • • O • NY) 4- 1 • • • • • a N O • a" • • • • • • • • // ' (o G�oNT/NUOUS THROUGH SLEEVES /N TEE STEMS #3 HAIR P/N TIES, THROUGH SLEEVES /N TEE STEMS, TYP. /*4- 2" • • • a • • • • • EL45TOMER/C BEAR/NG PAD /o"xIo"x/'' 6 - 61-0- LONG- @ 4 CONT/NUOUS #S @ B"c.c. '1To @ 9"VERY. #4 @ /2 "HOR/Z. 21-S" ABUTMENT NO. I SEAT DETAIL PIERS NO. I & 2 SEAT DETAIL ( ABUTMENT NO. 2 - SAME, BUT REVERSED ) SCALE i„ I' - 0" SCALE' I" = PRESTRESSING NOTES: I. DESIGN' AASHTO- IITH EDITION 1973 2. DEAD LOAD : 30 PSF EXTRA FOR FUTURE LOADING 3. LIVE LOAD' H2O 516-44 4. CONCRETE FOR SINGLE TEE: 4500 PSI 5. PRESTRESS LOSSES : 35000 PSI CAMP ARE rt DESCRIPTION LA SELVA BIKE PATH BRIDGE Z 0 O J N� W Z 0 0 U z 0 Nz >z cr SURVEYED BY I- 4 0 6 z 0 O O m DRAWN BY RLG DATE 6/87 CHECKED BYS.D. DATE3-7.485 AS SHOWN w -J Q U N PROJECT NO. CASE 2 DRAWER 4 SET 30 SHEET 7 OF 11 As BUILT DIETERICH POST REORDER NO. 103713 3 "cL. END PO5T DETA/L 7 e G1 -637A.;- 46' // ".30TH S/DES G.4Lv.aN/SED STEEL T5 /eel /L/Ns KE PATH RDWY GRADE t -y WALL 2 1 irEL. 94.5 I EL -.92.751 COT- OFF 51.93.25 ED JT/P. EL. 48.25 51.92.25 TOP ofi CURB EC'A/a/"ROACH SLAB G "SLAB a - TYPE "B'ELECTRRL/ER /O" 3%� e sLa — r- i a.54.5 gmm GALL VAN/ZED STEEL TS R,4/zmoc-arorm-S/La s. 5"cL.. WALL L.O.L.--Le --1 • 4"11 no EL . 47 75 50/- O" COT- OFF EL.92.75 EL. 93.25 1 I 3orn/LL° TYP. /2"x /2 "PRECAST, //e2557 5. CIS P/LES - EL E VA 770N VIEW o,= NORTH BRIDGE APPROACH (SOUTH BRIDGE APPIrOACH SAME BUT RPEVERSEO) ?G x/9(.611 e G "- (GYP.) 4'4e/2 "77, APPROACH 5LAB L c WALL L.O.L. • APPROACH SLAB S j 1 S 4 a •1 PLAN *4 CONST• ✓T e! /0" #'`4 a /2 " #4G'/o" //-- o" .85/KS PATH a 1 -WALL L.O.L. J 3'4C 4'O Weer HOLE W WEAKENED PLANE ✓O/NT, T%P.-9-PER 'WALL_ (See' DETAIL TN/5 BNT.) APPRO4CH WALL • 1 f . C • .. 0•o V C..• ""r 0 v WALL DIAPHRAGM 71 /2- O" BASE ROCK SECTION A— A J 05e 9" TOTAL /2 • • p • • • • • 1 r F� PLAN — ABUTMENT '/G"CM/WEN . Fit C1/ . .-- — — 5/DE OP CURB • (TYP.) JOAYT MAY B5 FORMED WITH "H4RD5Q4RD G COT .54CK TO THE ROOT OF THE CHAMFER OH THE EXPOSED FACE. k V HORIZ . SECT/ON WEAKENED PLANE J0/NT DETAIL DECK CURB TOP CURB SEALED Jr• #'5x/'6"c/2" `Ge?9" 5tCT/O/v B —B (ABUTMT 411? DEAT .UET) DE TAILS of APPROACH SLAB 3b"Cx'AM.PER PET WALL; I I 1° °L 10 0 "° __'2-RoWS #9 CURIA/N W4LL 7tTAL /0 POST POST HANDRAIL. HANDRAIL < it , /1� �L)fLL-TE Y ELA570ME/e/C 'BEA/Q/NG PAD /O"x/O"x/" 4 l'1 ••• -#5mc3" UNDER GIRDER "EXPANDED POLYSTYRENE MATCH BEAR/NS PAb TH/CIcWE55 (T %P. V END — ABUTMENT ELEVATION AT ABUTMENT /4- I5 • PLAN BENT 7 `�iL•/C5'" 4 I, I I I I I II 1111 I I • A /4#5 #4 �• 9" • POST POST HAND24/L HANDRAIL -,C r 514STOMER/C. BEARING PAD /0"x /O"x /" 1:661 W • 5- #✓T me " 416 S. UNLQ G/Ro5C it - r END — ,SENT .ELEVA T/ON - BENT r m DESCRIPTION o t; I - a 0 z > >z 5 M LLI 0 a 1.1. m F- Q 0 W CO Q J J CONSTRUCTION DETAILS SURVEYED BY 6 z O O m DRAWN BY A, 5. DATE,j M-88 CHECKED BY5 D DATE] �4. SCALE/(r S. PROJECT NO. CASE 2 DRAWER 4 SET 3a SHEET 8 OF II AS BUILT Ir WALL L.O.Lz W 0 0 DIETERICH POST REORDER NO. 103713 WALL fl/APHR.4GM WALL L.O.L .7 N -#G VIEW 5-5 G"M/N. FILLET r-• •L F } AI . 4 1 T brI $ S-#4 • • ▪ �l(� I { v/E IN T- T KedLL L.O.L. Per, O Alt 2-#5 /0" WALL 0I.4PHR4Gi1 _ La -As l5e/2"BOTH 3/00.5 ,T 1 •.I 2-0B✓ /2=O" WALL L.O.L. II I 2-#'S •I 0' O k #9 0 I -- I 2-#9 1i 1 �Yg 14e18" U L_ _I r-7- I 1 I I I I T YP/CA L WALL SECT/ON 2-#9 I/ Q ID"X/O"PEek7t47EO 4LL'hl,WVM SNiELo DL'S /*/PE 3-#G 6 #5e/2" WALL DET.4/LS #4c 4"V ee"L<<i.LND BALANCE a./2" WALL L.O.L. 2 #5 • 1 j • • • S. • i Pys 57X4/vos 2-#a L-1 3-#6 Val/ V Liour ws/cw AGGREGATE /-CUFT. dF/%z•• ROCK /A/ ,4 G 4"o/a . Sc.c # 9 • #55/2 - l.4k •ORAN UNAfy ..5.i CK p. V.C. WD.4o I II I I 11 I II I II I I I \ 1 1 I View U -U • 5T/RRUPS 4e4" 8e8" TC L = 5/ 4N/,2 §'3 2- #G C /'OR X= C" P = WORKING FoRCE = 245 f&1= 4000 P5% f'c = 4000 p5I oe05P.4N= G/RLOER CA/Y15ER=/ 8 ALLOWABLE TENS/ON=G f c FOR X=4" P = WORKING FORCE = 225 K f ci= 400o per f'c = 4000 P52 - IV = GrOER CAMBER = ALLOWABLE TENS/ON= 6 f'c PRESTRESSED GIRDER NOTES N m DESCRIPTION w 0 W a 0 Y 0 3 a W CONSTRUCTION DETAILS SURVEYED BY Iv r a 0 2 0 0 m DRAWN BY W S- DATES -/4,5 CHECKED BYS D DATE]-14-� W J Q U N PROJECT NO. CASE 2 DRAWER 4 SET 30 SHEET 9 OF II A5 BOIL? Ar w 0 DIETERICH POST REORDER NO. 103713 7rb+ b.7b ..8 2,&42.748c ��+ /f93.5oEC /44/o ELECTieOLIeR TY/ 7E 'An pbb.1 I #07. / 2 2 '/ 3 2r+ 2 "So FLEcrROL/ER TYPE "A" B_oGE oP BIKE /?ATH ELECTROL /ER BA5S (see DIRS./Vg x TA L Oj U k 3r+ 4r+ 1 x ♦ 9 574T/ON s5 SHOWN ON PLAN-} STD. ALUMINUM ELECT ctER SEE DWG. Alf 3-/-/G/) \ x .. \ b G\ A \ N, /e/W� /8" COVER Foie CONDUIT as PATH ASPHALT CONCRETE �IVo. 3i puLL SOX O // "PVC iV/e'�G TWW 1/ '8BAR it ELECTROL/Et LOCATION PLAN N.T5. pr.3 S K • h wQ 5'sTr'a X. x (➢ Af 4) 41 MA /c //VA Rir A \\ • 7 cB//cEI°r7H MAR/NA LAGOON y BRIDGE 2 BRIDGE = 50r 1.0 Wttl � Q K N 1/41 Pi Lft kik \I . 4/91fr ELECT 4OX IN • / K co 4.n3 OACH SLAB BREAKERS — (NOT INsTAL.LED) U. 5. 10/ • I.' • 7r+ ♦ 4/c.31 CONCRETE PULL Box TYPE ,9EB -AR IRON GVATERPE'OOF FUSE NOLDER W/i7Y 6R64C.AW4Y FEATORE (TYP. POR ALL UNDERGeoUNOED CONOUCTOR5) LAGOON/ #8 BARE COPPER (TYP. 3/4"x8.0 "COPPEtWELD GROUND .€to( TYP.) (GROUND CONNECT/ON BY EXOTHE/6V/C WELD) Ike" PVC SCHED. 40 CONDUIT (TYP) SELL END (Trio.) CONDUIT TO POLE B45E TYP. DETAIL Ar BULL BOX /V.TS. Al03 to to .57 b.7b yr.3 ie8 22 431.29 EC x.4 11 '© y• o N• W V h, 4 kt kg Vcd s'kr. • s'srua fr _ /y„PV r■ '34 Box EXIST/NG PGAE (Not //,ismt//DJ AS AN V .SERY/CG' Po/VT U.S. /D/ (naY5HoRE FREEWAY) "3+ 2/I-00ELECTXoL/ER TYPE"A" b.9 (B,4Y5HoieE /iRL�EGi/AY) (12./s 'OR TOPRoN/METERED SERVICE APPROXIMATE LOCATION of SERVICE P'n/NT(NOT /N57ALLED)4\ SITE f0LAN o,c LIGHT// IG SYSTEM SCALE : la= 40' .9 x 1 2/ 4 OG. I3BC CITY oP .S4N MATEO I I9f 89.44 EC o� ' `�R.> OVERHEAD kWRES /f/W FENCE CAL TRANS U.S. lot R/W �20A-2P BIKE PATH 10- ELECTROL/ERS ▪ /00 W HPSV CITY 370.25 'ALUM/N/MUM ELECT 'OLIER) 40-A-er K 43 ti b ,DELETED eOA-2P BRIDGE 2- F/ FCTROLIERS TYPE "5" /00 W HPSV (crry 5. NDARD .ALUM/NUM ELECTRoL/E,e) B/ACE F'ATN — n--❑—❑ ❑ 4- LECM01/115 TYPE 'A" /00WHPSV (CITY57ANDA/VD 24" ALUMINUM EL ECTROL !E, E') B//oE PATH $ BR/DICE LIGHTING SYSTEM SC/f M41 TIC N. T. S. NOTE: L/GNTJNG .5y5TEJw S//aLL. BE ?40 VOLTS / H/GH PRESSURE SOD/UM IIdPOR MEM LEGEND : TYPE '/" ELEcTROL/ER LUM/MOIRE I PULL sox. (crT," .57Z/JDARD 85 r,4 LUM/NUMEL=CTROL/E '). TYPE "B" ELECTROL JEW' (c/Ty STANL7ARD /5' ALUM/NUM ELECTROL/ER) . /s"PVC SCHEDULE 40 CONDUIT, CONDUCTOR' 4`GKoO/f/O. NOTE: THE LIGHTING CIRCUIT SHefLL HAVE 4 MASTER PNOTOELECTR/C SW/ DELETED A I 0 ti tsi h N 41 DESCRIPTION C 0 z > >z cc W 5 e W 2 z ao N LA SELVA BIKE PATH SURVEYED BY W 0 6 z 0 0 0 m DRAWN BY W. DATE1.29-&3 PROJECT NO. CASE 2 DRAWER 4 SET 3a SHEET 10 OF AS BC//LT .5yMM.,gBT. DIETERICH POST REORDER NO. 103713 TOP oP SLAB (VAR/E5) 5000" 5o' 25'0" APPROACH BR/DGE END P057 ONLY END P05T ONLY END f'ST ONLY' r. END POST ONLY fr T . TYPE "8" ELECTROL/ER (C/rx Sr4HDARD /5'4LUM/NUM ELECT/ML/ER) PLAN Ar B/e/DGE a 0 2 -le" oR 3" kD 4 I I I 1 119 Px/"DEPi2E55/ON TYP• /5' CITY ST,4NDAR0 ALUM/NUMELECTROL/ER Mrs G' AICM ror .PAIL 4x4w./2o 75. • PICKETS ix/x.09575. &' r rim POST 4x4 x •/20 T.5. BOTTOM R4/L 2x2', /2a T.S. 2 V NoTE: WORK TH/5 DWG. IN CONJUNCT/ON WITH D/965.: 3opd, 4 or 8 15 of EL EVAT/ON - HANDRAIL AND LIGHT /1/ = if -o" END POST ONLY YPALL ARD. 4"x4" Tti5 rO5T G" x/2"x%"E gPOST fr/t 4" 4" WELD G n "CS J 'loch rs win/ /✓D T.S WASNERS 9"Lo. TYP• r. s. P057- HOLD DOWAJ O4T.4uL N. T.S. NOTE: 0/14/7 CURB CHAMFER c HoL.D DOWN DETAIL �a /6/ CITY STANDARD ,..,---rALUM/NUM ELECTROL/ER O"` 5Q• a" I' 2 i /'f 4 _/ t'r Ga[v4Nizso STEEL ANCH. BOLTS, .4o "Le. WITH4".BEND5 o "CURB G"5Laa 1111 I I I I I { I I I I I 1111 #8 - B -REQ'D PER i="0.5 PRESTRESSFn .3,4 a_/to. 2 -/ft -Q22. — t P'/Erc" C 2LO„-Scs1 r I i a a1 /axeDEPRfss/vv TYP. 3" " Q�/2 "WALL NOTE : STEEL PCP END RO5T5 J AME A5 L/GNT BA55 LIGHT SASE SECT/ON HANDRAIL SECT/ON /LO" AT ENDpOSr 10-R°5027. DESCRIPTION 2 0 176 2 0 I 0 m H Q 0 ICJ m Q J LLI J kev ELECTROLIER, BASE 8 END POST DETAILS SURVEYED BY w 4 0 6 2 O O m DRAWN BY/1/...S. CHECKED BY5.p DATEj_j4 PROJECT NO. CASE 2 DRAWER 4 SET 30 SHEET II OF II A S 511/1.7