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Marina Lagoon Branch Bridges Replacement at Mariner's Island Boulevard, Project No. 09-90-14.31
Cre 1/4/01) amiNEP al an t% N L 8 VICINITY MAP SAN FRANCISCO CITY OF SAN MATEO MCK ONJE 0Q DOL � UV ODO tUJLEV TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED JULY 1992 FEDERAL AID PROJECT NO BRLS-5102(009) GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE JULY 1992 EDITION OF 'STANDARD SPECIFICATIONS,' STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS). 2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THERE SERVICE. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-642-2444. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS AND CLEARANCES WITH THE APPROPRIATE UTILITY COMPANIES, GIVING AT LEAST 5 DAYS NOTICE PRIOR TO THE NEED OF INSTALLATIONS. 4. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCES AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. CENEHT1 [AD LOCATION MAP INDEX TO PLANS SHEET 2 3 4 5 6 7 8 9 10 11 12 ARTHUR E. HANSEN WY. (WILL BE BRIDGEPOINT LP.( PROPOSED BRIDGEPOINT PROJECT SITE NO. TITLE DEMOLITION PLAN DEMOLITION PLAN CONSTRUCTION PLAN CONSTRUCTION PLAN TYPICAL CROSS SECTION DETAILS PROFILE PROFILE STAGE CONSTRUCTION AND TRAFFIC HANDLING PAVEMENT DELINEATION AND SIGNING PLAN PLANT REPLACEMENT PLAN 13 GENERAL PLAN 14 DECK CONTOURS 15 FOUNDATION PLAN 16 ABUTMENT PLAN & ELEVATION 17 ABUTMENT DETAILS No. 1 18 ABUTMENT DETAILS No. 2 19 BENT DETAILS No. 1 20 BENT DETAILS No. 2 21 TYPICAL SECTION 22 SLAB AND BARRIER LAYOUT 23 STRUCTURE APPROACH DETAILS No. 1 24 STRUCTURE APPROACH DETAILS No. 2 25 APPROACH SLAB DETAILS 26 UTILITY DETAILS 27 RESTRAINER DETAILS 28 LOG OF TEST BORINGS 29 GENERAL NOTES, SYMBOLS & ABBREVIATIONS 30 ELECTRICAL DEMOLITION PLAN 31 ELECTRICAL PLAN JUNE 25, 1997 Z O ADVERTISED DESCRIPTION z 0 DtPMNENT OF PUBLIC WORKS O A 0 O RELEASED FOR CONSTRUCTION I- W UQ J w p z m (J 2 < CC Z_ m Z 0 0 < Z TITLE SHEET SURVEYED BY: O z O O m DRAWN BY: w 0 CHECKED BY: PROJECT NO.: 09.90-14.31 CASE 3 DRAWER 19 SET 16 SHEET_1 _OF_1 AOOONBP i i 70 0 20 3-7 i 1 1 i 1 I STA 28+25 BEGIN SIDEWALK REMOVAL 0.52' LT STA 27+;88.19 MONUMENT 7+40.42 I I MARINERS ISLAND BLVD GENERAL NOTES 1. SEE ELECTRICAL PLANS FOR SIGNAL & LIGHTING RELATED WORK 2. DO NOT DISTURB EXISTING LANDSCAPE UNLESS OTHERWISE SHOWN CONSTRUCTION NOTES O 0 ADJUST EX UTILITY FRAME & COVER TO GRADE REMOVE EXISTING TREE REMOVE EX CONCRETE DRIVEWAY 11 ADJUST EXIST MONUMEN & COVER TO GRADE DO NOT DISTURB EX MONUMENT ADJUST EXIST MANHOLE FRAME & COVER TO GRADE UTILITY COVER TO BE ADJUSTED BY OTHERS DO NOT DISTURB EXISTING TREE REMOVE & DISPOSE OF EXISTING UTILITY BOX, FRAME & COVER EXISTING UTILITY LINE (ELEC,GAS, & TV) & BOXES TO BE ABANDONED BY OTHERS. CONTRACTOR SHALL VERIFY THAT WORK BY OTHERS HAS BEEN COMPLETED. IF WORK IS NOT COMPLETE, CONTRACTOR SHALL ALERT THE ENGINEER PRIOR TO PROCEEDING WITH HIS OPERATIONS. RELOCATED UTILITY LINES (ELEC, GAS & TV). RELOCATION TO BE COMPLETED BY OTHERS. CONTRACTOR SHALL VERIFY THAT WORK BY OTHERS HAS BEEN COMPLETED. IF WORK IS NOT COMPLETE, CONTRACTOR SHALL ALERT THE ENGINEER PRIOR TO PROCEEDING WITH HIS OPERATIONS. STA 27+77 BEGIN C&G REMOVAL REMOVE SA WCtiTi. ti oSTA--28+-25 BEGIN C&G REMOVAL 101 = 'f f GUN-GIROU-ND---COW & SHRUB REMOVAL - /1 ff II RELOCATE EX' PALM TREE_ AS SHOWN; ON C-11 8 S48'04'53"W rtti:41;-: / A� jfr /Fr/trH/tNii//Fr//i7/%7; % i ii /rra/i7:(/�- nyl!::://irirrig¢ �4 .,7fr ..t4 74 icifil STA 28+17 STA 28+23 BEGIN C&G BEGIN GROUND COVER' REMOVAL & SHRUB REMOVAL CONC __STA" 28+00 PAVING --BEGIN GROUND C_Q_V_€R -_ - '.,& SHRUB REMOVAL_____ \' 5 xX .4. LEGEND AWCUT STA 28+1,7. BEGIN SIDEWALK REMOVAL ";r REMOVE EX CURB AND GUTTER I RELOCATE //////////// - REMOVE EX CONCRETE SIDEWALK OR DRIVEWAY SAWCUT TO A NEAT LINE CITY RIGHT OF WAY LINE FIRE HYDRANT SEE DETAIL A ON SHEET C-1 REMOVE & DISPOSE OF EXIST GROUNDCOVER & SHRUBS 50' RT STA 29+19 RELOCATE FIRE HYDRANT & VALVE jr/ ,RV -,S4 -------IN.' ABANDONED UTILITY LINE BY OTHERS SEE CONSTRUCTION NOTE 0 STA 29+26 END GROUND COVER & SHRUB REMOVAL T 0+ 1 END GROUND COVER & SHRUB REMOVAL II 1 RETE STAIRSE&COANDRAI HANDRAIL END STA-26+S- ,G&G REMOVAL. BEGIN; STRUCTURAL WORK. SEE; BRIDGE PLANS REMOVE CONCRETE STAIRS & HANDRAIL END GROUND COVER STA 29+50 St -'SHRUB REMOVAL END C&G REMOVAL'; BEGIN GROUND -COVER & SHRUB j REMOVAL (RT). %END -GROUND COVER & SHRUB iREMOVAL (MEDIAN):- EGIN STRUCTURAL WORK. EE BRIDGE PLANS, 76,8' STA 2 SAWCUT \ END CONC DWY REMOVAL ABBREVIATIONS BC CONC C&G DWY EC SWK JT EAE BEGIN CURVE CONCRETE CURB AND GUTTER DRIVEWAY END CURVE SIDEWALK JOINT TRENCH FOR 4" GAS & 6" ELECTRIC LINE CITY OF SAN MATEO P.U.E. AND EMERGENCY ACCESS EASEMENT i SAWCIIT i ter.-_-� �STA ,30+72± ' END SIDEWALK REMOVAL \ \, N W UJ I 1721 Z SUPERSEDED 3-19-16 r cn z 0 0 z /447:6-7—S Iw < e ) No. 45407 1rlr Ci'JIt- 1 �P� San Jose, CA 95131 (408)467-9100/fax (408)467-9199 CALIFORNIA 0 0 0 W 0 SAN MATEO DESIGNED BY NVB w r D z CHECKED BY APPROVED BY DAR 0 N II W J U N PROJECT No.956038 C-1 SHEET 2. OF 31 (00000) 956038 r N 0 X ammo t/TOT MARINERS I.LAND BLVD OW MIS GENERAL NOTES so[ 1. SEE ELECTRICAL PLANS FOF) SIGN AL° & LIGHTING RELATED WOR 2. DO NOT DISTURB EXISTING LANDSCAPE UNLESS OTHERWISE SHOWN CONSTRUCTION NOTES ADJUST EX UTILITY FRAME & COVER TO GRADE REMOVE EXISTING TREE REMOVE EX CONCRETE DRIVEWAY DO NOT DISTURB EX MONUMENT ADJUST EXIST MANHOLE FRAME & COVER TO GRADE UTILITY COVER TO ADJUSTED BY OTHERS DO NOT DISTURB EXISTING TREE REMOVE & DISPOSE OF EXISTING UTILITY BOX, FRAME & COVER EXISTING UTILITY LINE (ELEC,GAS, & TV) & BOXES TO BE ABANDONED BY OTHERS. CONTRACTOR SHALL VERIFY THAT WORK BY OTHERS HAS BEEN COMPLETED. IF WORK IS NOT COMPLETE, CONTRACTOR SHALL ALERT THE ENGINEER PRIOR TO PROCEEDING WITH HIS OPERATIONS. RELOCATED UTILITY LINES (ELEC, GAS & TV). RELOCATION TO BE COMPLETED BY OTHERS. CONTRACTOR SHALL VERIFY THAT WORK BY OTHERS HAS BEEN COMPLETED. IF WORK IS NOT COMPLETE, CONTRACTOR SHALL ALE*T THE ENGINEER PRIOR TO PROCEEDING WITH HIS OPERATIONS. X 0 + soot 9'001+ 9'401 11 ADJUST EXIST MONUMENT F & COVER TO GRADE X C7 rn r Z fn FOOT 1 2'00[ + ► 0.90' LT STA 27 MONUMENT 20m+ 27+32.65 OI AME 1101 + OCR X 2'001 + X ► STA 28+24± BEGIN SIDEWALK REMOVAL STA 27+77 BEGIN C&G REMOVAL RE CO & SHRUB " OVAL 2'001 + X 0 E'001 LEGEND //////////// //////////// O[ 2'201+ ooBEGIN C&G REMOVAL AWCUT STA 28+17 BEGIN SID ALK REMOVAL S48.06'09"W RELOCATE E PALM AS SHOWN STA 28+17 5 BEGIN C&G REMOVAL Fool 6'001 + EMOVE EX CURB AND GUTTER RELOCATE REMOVE EX CONCRETE SIDEWALK OR DRIVEWAY SAWCUT TO A NEAT LINE CITY RIGHT OF WAY LINE FIRE HYDRANT SEE DETAIL A ON SHEET C-1 REMOVE & DISPOSE OF EXIST GROUNDCOVER & SHRUBS X HRUB RE 10" APC FM ON C-11 A 28+23 IN GROUND COVER' W RUB REMOV, 49.9' RT STA 29+19 RELOCATE FIRE HYDRANT & VALVE ABANDONED UTILITY LINE BY OTHERS SEE CONSTRUCTION NOTE 0 STA 29+26 END GROUND COVER & SHRUB REMOVAL /�. ST STA 30+10 END GROUND COVER & SHRUB REMOVAL a'tot + -2.29 END SEE, G "EMO STR CTU RIDG: PL AWCUT ND CONC WY REMOVAL 6'001 + ABBREVIATIONS BC CONC C&G DWY EC SWK JT EAE BEGIN CURVE CONCRETE CURB AND GUTTER DRIVEWAY END CURVE SIDEWALK JOINT TRENCH FOR 4" GAS & 6" ELECTRIC LINE X L. AL WORK. NS TAIRS & SIG LOOP EMOVE CONCR & HANDRAIL 0+10 ROUND UB R 6'201 a TE STAIRS A2'29-± 50 END C&G REMO AL. BEGIN R & SHRUB EMO AL (RT). E OUND COVER & S :UB R •VAL (MEDIAN BEeN STRUCTURA WORK. SE BRIDGE PLANS CITY OF SAN MATEO P.U.E. AND EMERGENCY ACCESS EASEMENT R OVAL END 2'801 + 2'801 + Vent + X 94'26 R/W R/W N I U W W 6.801 s'sot + i Z J U Q U, z 0 U, 0 z 3-19-16 U) W W z 0 z W CD z I- J U) z 0 v San Joss, CA 95131 (408)467-9100/fax (408)467-9199 (!) W 0 m U 1— z Z Q m U zQ O —I O W J � z CALIFORNIA SAN MATEO DEMOLITION PLAN z DESIGNED BY z CHECKED BY APPROVED BY DAR 0 N II 0 PROJECT No.956038 C-1 SHEET 2. OF 31 (00000) 956038 a U w 1 I STA 31+96 BC i SAWCUT STA 32+25 \: STA 32+25 SAWCUT BEGIN CONC SWK REMOVAL:. REMOVE-CONC- STAIRS & HANDRAIL STA 32+91 -BEGIN GROUND COVER AND.; -SHRUB REMOVAL r N STA 32+90 BEGIN.. GROUND COVER AND SHRUB REMOVAL' TA;33+50 BEGIN C&G REMOVAL 55' RT STA 32_+$5 Q. OF SWK SAWCUT END CONC SWK .. REMOVAL s / STA 3'3+93\ END GROUND COVER AND SHRUB REMOVAL 4 SEE SHEET C-1 FOR CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS SAWCUT STA 35+50 END C&G REMOVAL - 11801 END GROUND COVER AND. SHRUB REMOVAL N M SUPERSEDED 3-19-16 r m O Z 0.' us to 61 cz Z v 17; Z N at W Q m a Z p h n ...) II: `o J O C _ a in Z in 0 U cn o, O co p 0 0) 1 co a 0 Ed m 01— z Z < C W CO 0 Z < 0--� 0°- CDW � z CC a CALIFORNIA SAN MATEO Z J 0 DEMOLITION DESIGNED BY NVB L W ID m d' 0 CHECKED BY APPROVED BY DAR 0 N tII J V) PROJECT NO.956038 C-2 SHEET 3 OF I (00000) 956038 U W W x STA 31+93.32.88C 6'801 08'801 000 x 90.86 '1•M STA 32+28± & HANDRAIL 32+91 0 C L'001 + a SEE SHEET C-1 FOR CONSTRUCTION NOTES, LEGEND AND ABBREVIATIONS STA 32+8a $E-GWAL_ GROU ND SH'.s REMO BEGI C&G EM AL Q OF SWK SAWCUT D CONC SW REMOVAL x 2'201 + • C&G OVAL • x 4'201 BEGI AN 8.2or + x U scot+ SAW END 6'101+ 4" GAS St -----X-- OVER OVAL 6'201 + £ 201 8'001 + SWK REM L'101 + x X SAWCUT END C&G REMOV 9'101 + v801 + z. sot + £001 + 6001 + STA 35+75 i END GROU r COVER AND - 'UB REMOVe SAWCUT. Q STA 35+50 x 1801 + / \S\ -k LOOT + RS PR\NE x coot+ 1 0 2.001 810 1 3-19-16 V) W 0 0 -- Z W mw U O —I O w O W Qet —J z oc 981 Ridder Park Dr. Suite CALIFORNIA SAN MATEO PLANS APPROVAL DATE C-2 w N m z J 0 DEMOLITION PROJECT NO.956038 SHEET 3 OF 3 ) a Z (00000) 956038 1 /\ R 0 / X egmm 4'101 + MARINERS I,S'LAND BLVD 1 - sly' `1 ALIGNMENT DATA 0 DELTA/BEARING RADIUS LEN./DIST. 1 180'00'00" 2.50' 7.85' O 48'04'53" 90.12' © 1522'35" / 74.08' 19.88' 0 32'42'19" 21.48' 0 48'04'53" 20.00' 0 48'04'53" 170.28' 0 48'04'53" 78.63' 0 48'04'53" 379.04' i i X i 00 + 73 0 73 r Z in 1 2001+ 1001 1 47' LT STA 28+25 BEGIN 5.5' SWK (CONF) 100.48) BW 41.5 LT STA 28+25 C ( T F 3.0' RT STA 28+ + C001 0.52' LT STA 27+88.19 MONUMENT 3' RT STA 27+79.88 BC 9'001 + PROPOS Vfx51 PROPOS SSMH 2'001 + 7+40.42 5.5' RT STA 2 77 BEGIN MEDIAN RB AND GUTTER CONST. (CONF) 8' RT STA 27+79.88 BC DEVVn.K / % PROPOSED SLOPE F FILL LINE FM PROPOSED DUCTILE IRON SS FORCE MAIN ABBREVIATIONS CONC GB (CONE) BC EC EAE PCC P1 C PAVING K ON BRIDG X CONCRETE GRADE BREAK CONFORM TO EXISTING BEGIN CURVE END CURVE CITY OF SAN MATEO P.U.E. AND EMERGENCY ACCESS EASEMENT POINT ON COMPOUND CURVE POINT ON REVERSE CURVE UTTER A 28+25 GIN PLANE D OVERLAY SWK BW CONST FW R/W RECONST SS TA 28+25 GIN PLANE 1'001 + PLANE AND OVERLAY, 0.35' R '53"W PLANE + AND OVERLAY 6'001 + 42' LT STA 29+50 END CURB & GUTTER & PAVEMENT CONST. TC 104.15 FL 103.65 42' LT STA 29+33.50 END ROAD WIDENING TC 103.55 FL 103.05 2'201 4- 47' LT STA 29+05 RF SWK WIDENI AC LEV COURSE TA 28+ ING AND C F AC LEVELING URS ER's 42' RT STA 29+50 ND C F: & 5.5' SWK, AND PAVEMENT CONST. SEE BRIDGE PLANS TC 103.81 FL 103.31 STA 29+37.50 . OF 25' DRIVEWAY 54.5' RT STA 29+36.60 GB 103.07 PAVEMENT SECTIONS TYPE SEE SHEET C-5 29+00 DACOVERLAY BEGIN PAV RECONSTRU 76.8' RT STA 29+ (102.0) (CONF) _PLANE EX. AC A$ NECESS RY __s $ r TO PROVIDE 0.17' AC (TYPE A) OVERLAY PLACE AC LEVELING COURSE AS NECESSARY TO PROVIDE 0.17' AC (TYPE A) OVERLAY SIDEWALK BACK OF WALK CONSTRUCT/CONSTRUCTION FRONT OF WALK RIGHT OF WAY RECONSTRUCTION SANITY SEWER TI ON CONSTRUCTION NOTES PROVIDE A 3' WIDE WEDGE CUT FOR PAVEMENT CONST FOR CURB, GUTTER AND SIDEWALK DETAILS, SEE CITY OF SAN MATEO STANDARD PLAN NO. 141 TYPE "A". FOR DRIVEWAY DETAILS, SEE CITY OF SAN MATEO STANDARD PLAN NO. 149. \) FOR COMMERCIAL DRIVEWAY DETAILS, SEE CITY OF SAN MATEO i< STANDARD PLAN NO. 148. CONTRACTOR SHALL SOD FILL AREAS FOR LAWN OF THE TYPE APPROVED BY THE ENGINEER. X 52' LT I STA 104.35 BW 48' diT +STA 29+50 104.27 BW BEGIN 4' SWK ST' 29 RB AND TR CTUR G: PLA 6'001 + 2'101 ' SIG LOOP 48' RT STA • 9+50 3.92 BW BGIN 4'SW 2' RT STA 29+53.5 GB 103.79 7 1' RT STA 29 60.75 0X(CONF) 1. 2. 6'20T Ifit/ 30+72 + R/W 917'26 1'" U SEE BRIDGE PLANS FqR BRIDGE SIDEWALK `13ETAILS 6801 2so1 + 00.06) ORM ' SW STATION TI. S R UNLESS OT - S OR PAVEMEN EC 3. SEE SHEET C-1 & C & 10 Fi' SISPOS & RELOCATED B OTHERS. CONS RUCT THRUSTLBLOCK AAONG S, S: E 4'eot + CONS T CURS PER S C-6 `��,- \ \\\\ REPLACE EXISTING SS FORCE MAIN WITH 10" DUCTILE IRON PIPE, SEES FR ADDITIONAL SS DETAILS. C-6 URB T C-5. N NOTES ONED TV) UPERSEDED 3-19-16 to O 0 W tr O Z Neeb N 0 z 0 0 981 Ridder Park Dr. Suite 100 San Jose, CA 95131 (408)467-9100/fax (408)467-9199 0) W CD 0 62 m CD 1- Q W co w CD Z 4C CD J CD a - CD w Q J Q Z EE <L CALIFORNIA SAN MATEO CONSTRUCTION m a W w 0 m 0 Y m a 5 APPROVED BY DAR 0 PROJECT No.956038 C-3 SHEET 4 OF 3) (00000) 956038 X -1 1 1 /\ a0 N C m --4 X -z. MARINERS X 6 i 1 1 1 i 1 1 Oo 1'001 X FOOT + i 1 1 1 1 46.6' LT STA 28+25± BEGIN 5.5' SWK CONF) (100.48) BW 1 41.6' LT STA 28+25± F 3' RT STA 28+70 + e'oo1 0.9' LT STA 27+87.84 MONUMENT 3' RT STA 28+00 BC 7 2001 T 27+32.65 IOi ` ISLAND BLVD Sol ALIGNMENT DATA 0 0 DELTA/BEARING RADIUS LEN./DIST. CO 180'00'00" 2.50' 7.85' Q S48'06'O9"W 90.12' © 1522'35" X 74.08' 19.88' o S32'43'35"W 21.48' © S48'06'09"W 19.88' 0 S48'06'09"W 170.00' • S47'56'14"W 125.42' 0 S48'21'58"W 133.27' X 2% F FM 9'001 + PROPOS PROPOSED '.IDEWAtlK ON BRIDGE PROPOSED SLOPE X FILL LINE PROPOSED DUCTILE IRON SS FORCE MAIN 5.5' RT STA 2 77.50 BEGIN MEDIAN /CURB AND GUTTER CONST. (CONF) 8' RT STA 28+00 BC 1'101 0 C PAVING �COp C FL ( 47.7' RT ST LEGE Q DEWAtR / DR CONC GB (CONE) BC EC EAE PCC P\C V ABBREVIATIONS CONCRETE GRADE BREAK CONFORM TO EXISTING BEGIN CURVE END CURVE CITY OF SAN MATEO P.U.E. AND EMERGENCY ACCESS EASEMENT POINT ON COMPOUND CURVE POINT ON REVERSE CURVE £'001k STA BEGI AND "&'GUTTER 28+28o' PLANE OVERLAY r:,A SWK BW CONST FW R/W RECONST SS TA 28+25 GIN PLANE 42' LT STA 29+50 END CURB & GUTTER & PAVEMENT CONST. TC 104.15 FL 103.65 2201+ 46.9' LT STA 29+ SWK WIDENI XXXXAXX PLANE AND OVERLAY) 0.34' R ,O9„W -F- - --w 4:� RT Sfl4 +28+82.03 3W 102.04 X 48' RT STA 29+23.94 BW 103.20 42' RT STA 29+50 END CURB & GUTTER, 5.5' SWK, AND PAVEMENT CONST. SEE BRIDGE PLANS TC 103.81 FL 103.31 PAVEMENT SECTIONS TYPE SEE SHEET C-5 . AC A -ttJECES Y TO PROVIDE 0.17' AC (TYPE A) OVERLAY PLACE AC LEVELING COURSE AS NECESSARY TO PROVIDE 0.17' AC (TYPE A) OVERLAY SIDEWALK BACK OF WALK CONSTRUCT/CONSTRUCTION FRONT OF WALK RIGHT OF WAY RECONSTRUCTION SANITARY SEWER ING AND ND PLANE AC OVERLA BEGIN PAV RECONSTR STA 29+39.65 8101 + ND MENT CTION NE A LAY VEMEN 88' RT ND C EGIN E BRI 6. 'T '.TA 2 10 ..0 (C NF) Q OF 25 DRIVE • Y 54.1' RT STA 29+36. GB 103.07 CONSTRUCTION NOTES PROVIDE A 3' WIDE WEDGE CUT FOR PAVEMENT CONST FOR CURB, GUTTER AND SIDEWALK DETAILS, SEE CITY OF SAN MATEO STANDARD PLAN NO. 141 TYPE "A". FOR DRIVEWAY DETAILS, SEE CITY OF SAN MATEO STANDARD PLAN NO. 149. X FOR COMMERCIAL DRIVEWAY DETAILS, SEE CITY OF SAN MATEO X STANDARD PLAN NO. 148. CONTRACTOR SHALL SOD FILL AREAS FOR LAWN OF THE TYPE APPROVED BY THE ENGINEER. 52' LTi STA 104.35 BW 48' th +STA 29+50 X 29+50 104.27 BW BEGIN 4' SWK ND BEGI SEE TC 1 CUR ST BRID 04.7 AND GUTTER UCTURAL WOR GE PLANS STA 29+5 RB AND TR CTUR G: PLA +50.:2 N 6'001+ UTTER CON L WORK '101 + m• T. SIG LOOP 48' RT STA 9+50 3.92 BW GIN 4' SW 4.0' RT S A 29+53 23 GB 103.79 72 6' RT STA 29 60.44 0'.0)<(CONF) CONS CONS RUCT THRUST T CURB T� 30+72± R/W X 917'26 '1'" SEE BRIDGE PLANS FOR BRIDGE SIDEWALK 'DETAILS 6801 +� 2801 + 00.06) ORM ' SW E 1. STATION TI UNLESS OT 2. OR PAVEMEN 3. EE SHEET C & RELOCATED B OTHERS. RS EC & C ISPOS IL YLI BLOCK A ONG S: E D REPLACE EXISTING SS FORCE MAIN WITH 10" DUCTILE IRON PIPE, SEE FOR ADDITIONAL SS DETAILS. 8'a01 + W J F- i URB T C-5. ON NOTES ONED TV) 3-19-16 I viseb t-AYouT £I Ne 0 z C H ae W z 0 z la ca z J N z 0 0 M a) a 0 c (i) CALIFORNIA CONSTRUCTION PLAN SAN MATEO z 0 m a m cc 0 z CHECKED BY APPROVED BY DAR 4 8 PROJECT NO.956038 C-3 SHEET,_ OF 3 f (00000) 956038 M U w MATCH LINE J I I STA 31+96 BC801' 08'801 o PLANS EO K DETAILS 3 N X 90'86 '1'M rr' S BEGIN MEDIA CURB & G TTER AND PAVEMEN REC IST TC 105.09FL 104.59 _320-00_ --- \\ N \NA\ —F CONOR EXIST SW IDGE`PL�ANS FOR SIDEWALK -DETAILS C 00 �. L'00l 0 \\ X 2201 X \• LTS 0' TAPER X 4 r RT STN 33+50 BC EGIN CU & PAVE Acs Ic --1.04. P'201 & TT T- RECO N 8'001 + CiN XIST DWY A TH t: ' K •.. WALK OVERLAY8,lo1, v sS K34+25 EN9 IA IT RECONSTRUCTIO BEGIN PLA T &__w — C OARL»-Y` PLANE AND°TOVERLAY 3' LT STA 34+30 EC END 60' TAPER TG1o1®3.18 ST' 34+25 FL 102.68 !i rND PAVEMENT RE ONSTRUCTION ' BEGIN PAA1E-&" A . b' ' A ---- 1801 48' LT STA 35+50 END 5.5 SWK (CON F) 901. 9) Br/ f SWK TRUCTION ALIGNMENT DATA 0 DELTA/BEARING RADIUS LEN. /DIST. 5 1619'08" 65.92' 18.78' 6 S 2412'52" 21.23' FOR LEGEND, ABBREVIATIONS, AND NOTES, SEE C-3. 0 ND AN CURB & GUTTER ND <305,e9---- 001 + y. \ rr'r _ .\ SUPERSEDED 3-19-16 az vs o 981 Ridder Park Dr. Suite 17) tg zci ax 0 0 0 .62 fx CALIFORNIA SAN MATEO CONSTRUCTION PLAN DESIGNED BY N VB juD co CHECKED BY APPROVED BY DAR It PROJECT No.956038 C-4 SHEET 5. OF 3 I (00000) 956038 r rj C 0 W J U F- Q 000 J 90'86 'T'M • SEE BR [O3 IDGE SIDE Q • • 47.5' LT ST PLANS FO rawarr a f ''-nihdlga:"'egrs' ajerlrij'Akjrr- rrisc2 ��■�������5�� ,I lfre���� t .°" .,' ice' 11 In lerai I SWK A SEC) RIDGE PLANS OR/ BRIDGE SIDEWALK DETAILS 0 Loot + 0 X 7201 + X PLANE ANOOIOVERLAY 1.8' LT STA 34+30.33 EC END 60' TAPER T(C tot 03.18 FL 102.68 WK RUCTIO RT STA 33+50 BC W OF 5.5SWK 104.95' BW 820T + V20T + X ALIGNMENT DATA 6201+ O DELTA/BEARING RADIUS LEN./DIST. 2928'12" 31.60' 16.25 • 8'35'20" 1376.71' 206.37' © 8'35'38" 1291.05' 193.64' CO 30'19'54" 28.62' 15.15' © 1410'02" 67' 16.57' 0 S26'15'08"W 26.57' Q 11'33'46" 89' 17.96' Q 827'57" 1304.96 192.81' Q ^ , 821'37" 1362.41' 198.80' Qi' 5'11'40" 1318.21' 119.51' 4I 8'36'08" 1380.09 207.21' FOR LEGEND, ABBREVIATIONS, AND NOTES, SEE C-3. L'80t + 1801 + 47.2' LT STA 35+50± E Ck n G C C1AIV X 4'801 t'sot + R'N,R5 \SL Mi\ 3-19-16 g�\10 PNO X 33 0 802 02'001 r m W 0 0 E2 m 01- Z W Q 00w m0 Q OJ o� CD Q -J Q Z_ O` Q CALIFORNIA SAN MATEO ( VisfrP L,Riov1 i, (N6 San Jose, CA 95131 ZN rii W C z (408)467-9100/fax (408)467-9199 z J CONSTRUCTION W } m C0 z CHECKED BY APPROVED BY DAR 0 N II 8 PROJECT NO.956038 C-4 SHEET 6 Or 31 (00000) 956038 a 0 >- � z 0 U, 5 w R/W OG Q 52' 52' R/W R R/W LANDSCAPED MEDIAN 5 29' 1 2 3' 6' SWK 3'& VAR EX CONC. CURB AND SWK fffffffffffffffffffffffffffffffffffffffffffffffff EXISTING 0.25' AC (A) 0.50' AB (II) 52' MEDIAN C&G EXISTING 0.25' AC (A) 0.50' AB (II) STA 28+17 TO STA 28+25 c_ MATCH EX SLOPE 0.45' AC (A) 0.55' AB (II) 0.75' AS (4) 52' SEE NOTE 1 2% C&G OG 2:1 OR FLATTER R/W 3'8c VA9 SWK 2' STA 28+25 TO 28+50 0-0.17' PLANING 0.17' AC OVERLAY 37'- 39.5' 0'- 3' LANDSCAPED MEDIAN 5'-8' STA 28+25 TO 28+50 0-0.17' PLANING 0.17' AC OVERLAY 26'-29' SEE NOTE 2l 2:1 OR FLATTER C&G OG R/W 2:1 OR C&G FLATTER fffff STA 28+50 TO 29+00 AC LEVELING COURSE 0.17' AC OVERLAY 2% & VAR -...-_- ___-_wws _ -- fffffffffff EXISTING 0.25' AC (A) 0.50' AB (II) EXISTING 0.25' AC (A) 0.50' AB (II) MEDIAN C&G 52' 0.45' AC (A) 0.55' AB II) 0.75' AS (4) MEDIAN C&G u STA 28+50 TO 29+00 AC LEVELING COURSE 0.17' AC OVERLAY 2% & VAR EXISTING 0.25' AC (A) 0.50' AB (II) STA 28+25 TO STA 29+00 c_ EXISTING 0.25' AC (A) 0.50' AB (II) 0.45' AC A 0.55' AB II 0.75' AS 4) 1 3'-6' 52' STA 29+00 TO STA 29+50 0.45' AC (A) 0.55' AB II) 0.75' AS (4) LEGEND 1 6' 3'& SWK VAR SEE NOTE 1 2% C&G C&G 4' 6' 34' Q 8' 8' 34' 6' R/W 4' OG OG SEE NOTE' 1 2% FOR BRIDGE CONSTRUCTION, SEE STRUCTURAL SHEETS RETAINING WALL SEE BRIDGE PLANS (TYP) CONC SWK R/W 3'& VAR STA 29+50 TO STA 33+50 8' SEE NOTE 1 4 V%AR CONC SWK R/W 6' SWK 40' 40' 1 32' 8'-16' 8' 0'-8' 1 32'- 40' 6' SWK 3'& VAR SEE NOTE 2% 2:1 OR 2:1 OR FLATTER C&G FLATTER SEE DETAIL A ON SHEET C-1 R/W OG R/W 1 0'-8' EXISTING 0.25' AC (A) 0.50' AB (II) 2.5% & VAR 48' 0.45' AC (A; 0.55' AB (II) 0.75' AS elLi MEDIAN C&G LANDSCAPED MEDIAN th. .111. 2% & VAR 0'- 7' EXISTING 0.25' AC (A) 0.50' AB (II) STA 33+50 TO STA 34+25 48' SEE NOTE 1 2% C&G 0.45' AC (A) 0.55' AB (II) 0.75' AS (4) OG 2:1 OR FLATTER R/W 3'& VAR 6' SWK 32' 40' 6' SWK 3'& VAR OG 2:1 OR 2:1 OR FLATTER C&G FLATTER SEE NOTE 1 29; PAVEMENT SECTION TYPE 0-0.17 PLANING 0.17' AC OVERLAY EXISTING - 0.25' AC (A) 0.50' AB (II) ABBREVIATIONS CONC - CONCRETE SWK - SIDEWALK PVMT - PAVEMENT EX - EXISTING C&G - CURB AND GUTTER OG - ORIGINAL GROUND (A) - TYPE OR CLASS OF MATERIAL 5 I LANDSCAPED MEDIAN 2.5%&VAR � .�►JI MEDIAN C&G NOTES NOTE 1: J, 3' 0-0.17' PLANING 0.17' AC OVERLAY 2% & VAR ---------------- STA 34+25 TO STA 35+50 CONSTRUCT CURB, GUTTER AND SIDEWALK PER CITY OF SAN MATEO STANDARD PLAN NO. 141 2: SEE SHEETS C-7 AND C-8, FOR PROFILES EXISTING 0.25' AC (A) 0.50' AB (II) SEE NOTE 1 2% C&G 0 z OG 2:1 OR FLATTER SUPERSEDED 3-19-16 1 H W W z 0 W N its - 0 0 Ridder Park Dr. Suite on San Jose, CA 95131 (408)467-9100/fax (408)467-9199 Ln W CD 0 82 m CD Z Z Q W OC 00 U-1 CD Z 'Q CD CD CD W Q Q aE CALIFORNIA SAN MATEO TYPICAL CROSS SECTION z DESIGNED BY z CHECKED BY APPROVED BY DAR 0 N II 0 0 U) PROJECT NO.956038 C-5 SHEET 6 OF 31 (00000) 956038 OG 0 R/W 52' Q 52' R/W R/W LANDSCAPED MEDIAN 5' 29' & VAR 3 2' 6' SWK 3'& VAR EX CONC. CURB AND SWK EXISTING 0.25' AC (A) 0.50' AB (II) 52' MEDIAN C&G EXISTING 0.25' AC (A) 0.50' AB (II) STA 28+17 TO STA 28+25 Q MATCH EX SLOPE 0.45' AC (A) 0.55' AB (II) 0.75' AS (4) 52' SEE NOTE 1 2% C8cG OG 7/1" 2:1 OR FLATTER R/W , 5' & VAI SWK 2' SEE NOTE 2% 2:1 OR FLATTER C&G R/W SEE NOTE 2% 2:1 OR FLATTER C&G STA 28+25 TO 28+50 0-0.17' PLANING 0.17' AC OVERLAY 37'-39.5' & VAR STA 28+50 TO 29+00 AC LEVELING COURSE 0.17' AC OVERLAY 0'- 2% & VAR LANDSCAPED MEDIAN 51-8' EXISTING 0.25' AC (A) 0.50' AB (II) EXISTING 0.25' AC (A) 0.50' AB (II) STA 29+00 TO STA 29+50 MEDIAN C&G 52' 31.5'-38.5' & VAR 1.5% & VAR 0.45' AC (A) 0.55' AB II) 0.75' AS (4) MEDIAN C&G STA 28+25 TO 28+50 0-0.17' PLANING 0.17' AC OVERLAY 26'-29' & VAR STA 28+50 TO 29+00 AC LEVELING COURSE 0.17' AC OVERLAY 2% & VAR EXISTING 0.25' AC (A) 0.50' AB OIL STA 28+25 TO STA 29+00 Q EXISTING 0.25' AC (A) 0.50' AB (II) • 0.45' AC A 0.55' AB II 0.75' AS 4) 1 3'-6' 52' 1.5% & VAR 0.45' AC (A) 0.55' AB II) 0.75' AS (4) LEGEND 1 6'& , VAR 3'& SWK VAR • SEE NOTE 1 2% . C&G R/W 4' & VAR 6' OG OG 34' c_ 8' 8' 34' 6' R/W 4' & VAR SEE NOTE 1 2% FOR BRIDGE CONSTRUCTION, SEE STRUCTURAL SHEETS RETAINING WALL SEE BRIDGE PLANS (TYP) CONC SWK R/W 3'& VAR 47.5' • STA 29+50 TO STA 33+50 47.5' CONC SWK SEE NOTE 1 \R R/W 5.5' & VAR SWK 40' All 1 32 & VAR • 40' 8'-16' 8' 0,-8' 1 32'-40' & VAR 2:1 OR 2:1 OR FLATTER C&G EXISTING FLATTER 0.25' AC (A) 0.50' AB (II) SEE NOTE 2% 1 0'-8' R/W 6' 3'& SWK VAR SEE NOTE 1 2% C&G SEE DETAIL A ON SHEET C-1 OG R/W 3'& VAR LANDSCAPED MEDIAN 2.5% & VAR 0.45' AC (A; 0.55' AB (II) 0.75' AS (4a MEDIAN C&G STA 33+50 TO STA 34+25 Q 47.5' L 2% & VAR EXISTING 0.25' AC (A) 0.50' AB (II) 0'- • 2 5.5' & VAR SWK 3'& VAR • SEE NOTE 1 2% C&G 0.45' AC (A) 0.55' AB (II) 0.75' AS (4) 47.5' • OG 2:1 OR FLATTER R/W 5.5' & VAR SWK 32' & VAR 40' & VAR 5.5' & VAR SWK 3'& VAR 2:1 OR 2:1 OR FLATTER C&G FLATTER SEE NOTE 1 290 PAVEMENT SECTION TYPE 0-0.17' PLANING 0.17' AC OVERLAY 2.5% & VAR EXISTING - 0.25' AC (A) 0.50' AB (II) ABBREVIATIONS CONC - CONCRETE SWK - SIDEWALK PVMT - PAVEMENT EX - EXISTING C&G - CURB AND GUTTER OG - ORIGINAL GROUND (A) - TYPE OR CLASS OF MATERIAL VR LANDSCAPED MEDIAN MEDIAN C& NOTES NOTE 1: 1.8' & VAR STA 34+25 TO STA 35+50 0-0.17' PLANING 0.17' AC OVERLAY 2% & VAR CONSTRUCT CURB, GUTTER AND SIDEWALK PER CITY OF SAN MATEO STANDARD PLAN NO. 141 2: SEE SHEETS C-7 AND C-8, FOR PROFILES EXISTING 0.25' AC (A) 0.50' AB (II) SEE NOTE 1 2% C&G OG 2:1 OR FLATTER 3-19-16 REviSaD LAYour LINE U) Q U) 5 Li 0 z PLANS APPROVAL DATE In W W z CD z W 0 z I - J rn z 0 V Dr. Suite 100 00 W O C OC CO U F- aW OC W m U O -J OEh O J Z_ O` a CALIFORNIA SAN MATEO DESIGNED BY NVB CHECKED BY APPROVED BY DAR PROJECT NO.956038 C -5 SHEET 6 OF 31 (00000) 956038 c0 3- F - *SEE STRUCTURAL PLANS FOR STAIR CONSTRUCTION DETAILS DETAIL 12" TYP CONCRETE STAIR DETAIL (A NTS --` Go�5,\czy<,:yQl i 6" CURB HEIGHT CURB FOUNDATION CONCRETE HINGE SLAB NOTE: GUTTER NOT SHOWN FOR CLARITY CONCRETE CURB TAPER CD NTS ////////I/II/l a A4; a� 1' — 6" 6" 4 d 4 -4_ 4 n 12" 520—B-2500 CONCRETE DETAIL p 4 G 44 BATTER 1" / FT. SLOPE: 6"1 /4"/FT. A G a / //1/[// 0 MEDIAN CURB & GUTTER NTS PROPOSED ROADWAY PAVEMENT SECTION CONSTRUCTION NOTES REPLACE EXIST 10" CAST IRON PIPE & ELBOWS WITH 10" DUCTILE IRON PIPE. ATTACH PIPE TO BRIDGE PER THE STRUCTURAL PLANS REMOVE EXIST COUPLING & INSTALL FLEXIBLE MECHANICAL RESTRAINING JOINT. RESTRAINING JOINT SHALL BE COMPRESSED, AS APPROVED BY THE ENGINEER, WHEN INSTALLED. ATTACH TO DECK WITH 1/4" S. S. A. B. 1" STEEL STRAP WITH 1/4" U —BON AIR RELIEF VALVE N.T.S 1" BRASS STREET ELL WITH 1" PLUG 1" ANGLE STOP (MUELLER H-14285) BRASS PIPE 1" CORP STOP (MUELLER H-10048) 1" BRONZE DOUBLE STRAP SADDLE (S.B. 323) i SAWCUT EX AC TO A NEAT LINE BEGIN WEDGE CUT EX AC SURFACING CURB & GUTTER REMOVE BASE & SURFACING PROVIDE A MIN OF 3" WIDE PVMT SECTION CONST END WEDGE CUT PLAN VEIW WEDGE CUT DETAIL C NTS PROPOSED LIMIT OF PAVEMENT CONST r AIR RELIEF VALVE AT HIGH POINT OF PROPOSED SEWER LINE 90' ELBOW SEE STRUCTURAL PLANS --�/— // //�/ .-::;\> T: . 4/ \ . .2/\ EXISTING GROUND EXISTING THRUST BLOCK EXISTING 10" ACP SANITARY SEWER FORCE MAIN SANITARY SEWER LAYOUT N.T.S TRANSITION PROPOSED COATING WITH EXISTING COATING PER SPECS. EX. COAL TAR ENAMEL COATING // /// ELBOW AS NEEDED TO MATCH EX ALIGNMENT. EXISTING 10" ACP SANITARY DEWER FORCE MAIN EXISTING THRUST BLOCK r 0 5 w at 0 z W 0 0 2 z in c. 0 0 a 0 0 San Jose, CA 95131 (408)467-9100/fax (408)467-9199 AIR TEST HOLES AND PLUGS, TYP (SEE NOTE 1) COAL TAR ENAMEL LINING HOT APPLIED COAL TAR REMOVE EXISTING COAL TAR ENAMEL AND CLEAN STEEL SURFACE LINING 0.45" THICK BUTTSTRAP NOTES: 1. BUTT STRAPS SHALL BE 0.45" THICK AND FABRICATED IN HALVES COMPLETE WITH 8 DRILLED AND TAPPED HOLES FOR STANDARD 0.25" THREADED PIPE. HOLES SHALL BE PLUGGED AFTER SUCCESSFUL AIR TEST. 2"X 4" 13 GA. W.W.F. TACK WELD TO EX. STEEL PIPE ZINC/TAR/FERROX A COATING PER SPECS. NEW CEMENT MORTAR LINING PER SPECS BUTT STRAP WELD DETAIL NTS <TYP THICKNESS (t) OF STEEL PIPE OR FITTING ROUGHEN SURFACE & REMOVE LOOSE MATERIAL BEFORE FIELD PLACING CEMENT MORTAR w 0 m U F - z z � W 03 0 -J 0 I- C GE J Q _z EE Q CALIFORNIA SAN MATEO Q W 0 3-19-16 DESIGNED BY N VB 1 w z CHECKED BY APPROVED BY DAR PROJECT NO. C-6 SHEET 7 OF M (00000) 956038 0 0 0 0 0 o -f N i 4s 0 -S co al co -1 0 VC VERTICAL CfJRVE CENTER LINE + + m a PI POINT OF INTERSECTION 0 N i U V L( ) FLOW LINE v o + EB END BRIDGE ohi re) 0 EVC Eta D VERTICAL CURVE U BB BEGIN BRIDGE 50' VC 100 BVC BEGIN VERTICAL CURVE +0. 6% T .{ a � pOp 0 O --i r -i -1 • u - r m P OF PA I --I VEMENT N co + O' ^ V, N O '+ �( ,W 11-1 r +25 BVC 99.77 i l +' .(7 +50 PI 99.90 f, U, .1. r +75 EVC 10x. 80 c� om +28.50 41.5 LT 102 87 -€) N CO x ° -1 Z • (42' Rt OF c, ) jQnfII JI\ uLIrt\ - --_- - I I VI\ I.t\ CONTOURS mo UL 1 CONTOURS +33.5 42' LT 103.06 o z BE 10 F .59 61 gt3 BB 104,74 +80 +:0 os 1` ; To , Q. ` BUT 2 z ABUT 2 c".1 + 73.25 + 10 . 41 + 3 .25 n 107.40 W co S PI N r r W S PI N ^ v < ,r eo + 26.75 • 5 + ABU ' ,� 107. 0 •6.75 a 107 .50 L./ I 1' I / ' I FRIDGE PANS RIDGE DECK FN_ + 20 i E: 10' .96 EB 104.99 ll c,v + •0 , +p0 EVC 102. 49 ° 0 co 00 : VC 102. 9 /v 07 4 +25 PI 101 72 R. +2 , P1 101. 8 iial cri 0 + 50 EV 10'.55 < n +5$ E 101.39 < 0-1 I cm I +50 100. 88) +50 100.61 co CONFOR :I ,o ,:, ,co :0 CO FORM ii ,o 'co ; 10 -S. II CP Q) o 0 N 0' Co 0 0 N 0) co 0 0 m DESIGNED BY I�f VB DRAW N BY EJ LABRHBRIDGES ������MARINA Onan .,�•:re; Ra� 00 CO CHECKED BY N VB REPLACEMENT EGISTERED P FESSI AL EN ER �? 1 CONSULTINGENGINEERS m ,k v ®�O o APPROVED BY DAR SAN MATEO CALIFORNIA 981 Ridder Park Dr. Suite 100 4/11/971 03 ® a2 U4 SCALE 1"= 50' San Jose, CA 95131 PLANS APPROVAL DATE 1 ? 6b `�, PROJECT NO 956038 PROFILE (408)467-9100/fax (408)467-9199 3" ; \c3 NO. REVISIONS BY DATE I I I I I O N 4 o cc O f O NO 4s 0 000 0 I I 1 , I 1 i i+ 79.8 (110.2 .) +7• .88 ' RT (100. 0) o + o 55 cm GI A 25 BVC 00.3 °I +2 3' -T 101.65 50 I 10 .541 1 +5 3' T 101.97 101.8 +75 EVI 101 47 ` +7' BC z' RT 100 . •1 +91 EC 1.35' RT 11►2 .19 00 1 z , k +1 1 36 : C 5. 5' L 102.:3 c - 61 +3• EC :' LT 103.'1 o z 3 ■�■ �■ : B 105.3: $ : B 115 .36. +80 w 0 Tl +:0 m (8' RT OF Q ) + I I Z I RIDGE F R DECK NTOURS ABU 2 r ` AB T 2 +73.25 I� 3.2 118.09 + ? 1 " +1 8.1 A, cn 10 LP S . 'I 106.59 Oo ID LP S '1 10" .69 61 < r K < co 0 cn , Z oNP +26.75 AB T 5 u) C ' BU 5 +, 6.7 �� v)18.1 / / �m s0 10:.18 I 0 TI m Z o0 0 C/) CO X o -o ; / R DECK NTOURS RIDGE F +20 B 105.4" 1 1 X5.45 z cn +�0 I,r. B co -a to 70 ' RT BC 104.02 c 88 .46' ' T EC 103.: 1 103. 14 +00 BV 10 . 15 ,• i 09 . 4b 1 t3(. 'WSJ s �• )2. 4 ' 'RC '02.68 25 I 1 r►2. 43 0 30 LT 02.25 0 +50 :VC diO2. 7 0 n +,r I IO 01. 6) N obi 50 ' LT POC +'0 111.6: I OA 101. 5) C��NFORM CINFO"M O ON 4P a W O O ON •? Q) cc O = ::'::: tB MARINA LAON BRANCH BRIDGES g�� Kan f oink << co 0 CHECKED BY NVB REPLACEMENT GISTERED P`o ESSI'.NAL ENGINE A, ' I CONSULTING ENGINEERS ^ o CO o APPROVED BY DAR SAN MATED CALIFORNIA 981 Ridder Pa rk Dr. Suite 100 Y�1.7.%97 r' F -,- V - W SCALE 1"=50 San Jose, CA 95131 PLANS APPROVAL DATE 0 ,3* PROJECT NO. 956038 PROFILE (408)467-9100/fox (408)467-9199 `` '� * 303\\ NO. REVISIONS BY DATE LEGEND CONSTRUCT AREA INSTALL TEMPORARY PAVEMENT SECTION (8" AC (TYPE —A)) INSTALL TEMPORARY SIGN ON 4"x4" WOOD POST TEMPORARY PAVEMENT DELINEATION DETAIL TEMPORARY CRASH CUSHION ARRAY "TJ" "TJ" (FOR 35 MPH MAX SEE CALTRANS STANDARD PLAN T2 FOR DETAILS) TEMPORARY RAILING (TYPE K) CONFORM TO EXISTING C18 I TYPE V ARROW W11 4" YELLOW 0- 4' SPACING 27+40.42 42 W2 W6(15MPH) INSTALL CALTRANS STANDARD AC DIKE (TYPE A) DETAIL -1 SCALE: 1 "=30' z SEE DETAIL -1 FOR `1 INSTALLATION OF,P{TEMPORARY AC PAVEMENT & JDIKE1 CONSTRUCTION NOTES: CONTRACTOR SHALL REMOVE EXISTING MEDIAN CURB Sc GUTTER & LANDSCAPING WHICH CONFLICTS WITH THE PROPOSED STAGE CONSTRUCTION. LANDSCAPING REMOVAL IS SHOWN ON SHEETS C-01 & C-02. CONFLICTING IRRIGATION LINES & HEADS SHALL BE CAPPED, SEE SHEET C-11 FOR EXISTING IRRIGATION LAYOUT. WHERE EXISTING MEDIAN CURB & GUTTER & LANDSCAPING IS REMOVED, THE CONTRACTOR SHALL RECONSTRUCT THE AREA WITH A TEMPORARY PAVEMENT SECTION (8"AC (TYPE A). UPON THE COMPLETION OF THE STAGE CONSTRUCTION, CONTRACTOR SHALL REMOVE THE TEMPORARY AC DIKE & PAVEMENT SECTION 8c RECONSTRUCT WITH THE PROPOSED PAVEMENT SECTION, MEDIAN CURB AND GUTTER AS SHOWN ON THE SHEET C-3 & C-4. MEDIAN LANDSCAPING SHALL BE REPLACED IN KIND AS AS SHOWN ON SHEET C-11. IRRIGATION LINES SHALL BE RECONSTRUCTED TO THEIR ORIGINAL CONDITION, INCLUDING SPRINKLER HEAD INSTALLATION, AS SHOWN ON SHEET C-11. CONTRACTOR SHALL PLACE AC TAPERS AT PAVEMENT CONFORMS TO ELIMATE GRADE DIFFERENTIALS. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR THE PLANING RESURFACEING OF AC PAVEMENT. THE PLAN SHALL MAINTAIN A MINIMUM OF ONE TRAFFIC. LANE OPEN AT ALL TIME. SEE DETAIL -2 FOR INSTALLATION OF TEMPORARY AC PAVEMENT & DIKE e,1<e sae N 4" YELLO ' ®- 4'vSPAQIN G F DETAIL -2 SCALE: 1"=30' DRIVEWAY SHALL \RE MN OPEN THROUGHOUT C• ,STRUCI'ION W6(15MPH) TYPE VI ARROW STAGE —1 INSTALL CALTRANS STANDARD AC DIKE (TYPE A) TEMPORARY PAVEMENT SECTION \ 7- \ V N0 N 0 C18 27+40.42 TYPE, ARROW 4" YELLOW 4' SPACING R7 TYPE N MARKER IT W6(15MPH) { DRIVEWAY SHALL REMAIN`' OPEN THROUGHOUT CONSTRUCTION C? 4 4" SPACING YELLOW ,«. ' W2 W6(15MPH) RIw \ TYPE VI $+,ARROW B STAGE— 2 N0 Z_ N SUPERSEDED 3-19-16 a g' 0 z U, 2 0 981 Ridder Park Dr. Suite 100 1 in 01 0 0 0 C a N a' a► 0) c0 It co d x 0 0 0 a>, n 41. CALIFORNIA SAN MATEO L w m cr 0 z m 3 APPROVED BY CAR 0 LO II PROJECT NO. C-9 SHEET 10 OF 31 (00000) 958038 0000 LEGEND CONSTRUCT AREA INSTALL TEMPORARY PAVEMENT SECTION (8" AC (TYPE —A)) INSTALL TEMPORARY SIGN ON 4"x4" WOOD POST TEMPORARY PAVEMENT DELINEATION TEMPORARY CRASH CUSHION ARRAY "TJ" (FOR 35 MPH MAX SEE CALTRANS STANDARD PLAN T2 TEMPORARY RAILING (TYPE K) CONFORM TO EXISTING 5 C18 x TYPE VI - ARROW W11 en - DETAIL "TJ" FOR DETAILS) 0 Ia cc 1 1' 4191 4" YELLOW 4' SPACING 7 27+32.65 5 x 1200, W2 W6(15MPH) L INSTALL CALTRANS STANDARD AC DIKE (TYPE A) r DETAIL -1 SCALE: 1"=30' SEE DETAIL -1 FOR INSTALLATION OFt*TEMPORARY AC PAVEMENT 84 DIK ' frt > 0m' 0 o x 0 x CONSTRUCTION NOTES: CONTRACTOR SHALL REMOVE EXISTING MEDIAN CURB & GUTTER & LANDSCAPING WHICH CONFLICTS WITH THE PROPOSED STAGE CONSTRUCTION. LANDSCAPING REMOVAL IS SHOWN ON SHEETS C-01 & C-02. CONFLICTING IRRIGATION LINES & HEADS SHALL BE CAPPED, SEE SHEET C-11 FOR EXISTING IRRIGATION LAYOUT. WHERE EXISTING MEDIAN CURB & GUTTER & LANDSCAPING IS REMOVED, THE CONTRACTOR SHALL RECONSTRUCT THE AREA WITH A TEMPORARY PAVEMENT SECTION (8"AC (TYPE A). UPON THE COMPLETION OF THE STAGE CONSTRUCTION, CONTRACTOR SHALL REMOVE THE TEMPORARY AC DIKE & PAVEMENT SECTION & RECONSTRUCT WITH THE PROPOSED PAVEMENT SECTION, MEDIAN CURB AND GUTTER AS SHOWN ON THE SHEET C-3 & C-4. MEDIAN LANDSCAPING SHALL BE REPLACED IN KIND AS AS SHOWN ON SHEET C-11. IRRIGATION LINES SHALL BE RECONSTRUCTED TO THEIR ORIGINAL CONDITION, INCLUDING SPRINKLER HEAD INSTALLATION, AS SHOWN ON SHEET C-11. CONTRACTOR SHALL PLACE AC TAPERS AT PAVEMENT CONFORMS TO ELIMATE GRADE DIFFERENTIALS. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR THE PLANING I ESURFACEING OF AC PAVEMENT. THE PLAN SHALL MAINTAIN A MINIMUM OF ONE TRAFFIC .LANE OPEN AT ALL TIME. x SEE DETAIL -2 FOR INSTALLATION OF TEMPORARY AC PAVEMENT & DIKE 0 c; 0 STAGE -1 4" YELLOW' t� 4'`,SPACING \suO° \1l 1� DETAIL -2 SCALE: 1"=30' DRIVEWAY SHALL\RE OPEN THROUGHOUT C 1_W'e(iSMPH) TYPE VI ARROW TYPE' N\ MARKER x X W11 x N \: 5 'ICU INSTALL CALTRANS STANDARD AC DIKE (TYPE A) TEMPORARY PAVEMENT SECTION .,o' --i C13 7 93 N x 5 x 7 to, C13 I 7 27+32.65 00: TYPE ARRi 4" YELLOW CO 4' SPACING X O.,. x R7 -TYPE N MARKER __ R '= W6(15MPH) 0 0 0 8 0 ' r i x DRIVEWAY SHALL REMAIN OPEN THROUGHOUT CONSTRUCTION ;J 0 4' YELLOW CO_ SPACING OFXI W2 cON W1 1 TYPE VI ARROW STAGE -2 3-19-16 Et- REVISED LAYOUT" LINE_ a; V4 zd rt La ta La PLANS APPROVAL DATE 981 RIdder Park Dr. Suits 100 0 CO 0 00 et 0 G- 0 LLI CALIFORNIA SAN MATEO o o DESIGNED BY N VS APPROVED BY CAR Ln zd C-9 (00000) 956038 a NOTES 1. ALL STRIPING DETAILS & MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS (JULY 1992) A20A THROUGH A24E. 2. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT DELINEATION WHICH CONFLICTS WITH THIS PAVEMENT DELINEATION PLAN. LEGEND 0 PAVEMENT DELINEATION DETAIL CHANGE OF PAVEMENT DELINEATION DETAIL SIGN MOUNTED ON 2" STEEL POLE OR STREET LIGHTING POLE ■ INSTALL NEW SIGN PANEL EXISTING SIGN TO REMAIN • REMOVE & SALVAGE EXISTING SIGN PANEL __ 27+40.42 ,I r TYPE IV(L) ARROW R61 ti 1 ONLYIONLY I pNILY fi f R/W R61 rh ONLYIONLY • ARINER SLAND'; TYPE IV(4) ARROW • '; � Y \ N CONFORM TO EXISTING R61 1 ts ONLYIONLY I ONLY A \>, TO EXISTING\ 4 9 SUPERSEDED 3-19-16 a z 0 5 Wcc 0 z a r a 0' > 0 14 ret a g a H W W z CD z W Dr. Suite 100 L 0 0 981 Ridder 0) 0) i n r7) d' m O1 Ux 0 0 O • O O ' � N n co vt r. o O w 0 m 01-- z W CO U Z Q O —J O L - w Qw _J Q z CALIFORNIA SAN MATEO & SIGNING PLAN PAVEMENT DELINEATION DESIGNED BY NVB w m a 0 z CHECKED BY APPROVED BY DAR 0 U) J U N PROJECT NO.956038 C-10 SHEET II OF 31 (00000) 956038 NOTES r m 5 R61 1 ONLYIONLY 1. ALL STRIPING DETAILS & MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS (JULY 1992) A20A THROUGH A24E. 2. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT DELINEATION WHICH CONFLICTS WITH THIS PAVEMENT DELINEATION PLAN. LEGEND 0 PAVEMENT DELINEATION DETAIL CHANGE OF PAVEMENT DELINEATION DETAIL SIGN MOUNTED ON 2" STEEL POLE OR STREET LIGHTING POLE • INSTALL NEW SIGN PANEL EXISTING SIGN TO REMAIN • REMOVE & SALVAGE EXISTING SIGN PANEL 7 27+32.65 \\. CO R61 1 • • \\ N 7-\` TYPE I V(L) ARROW \ i CONFORM TO EXISTING CONFOR_\M,TO EXISTING\v 1 T YPE I V(Ly ARROW R MARINER \SLA B LvP dr- R61 1 ONLYIONLY I ONLY A 0 .R.32-411 N trz i 9 f \\ 7 7 3-19-16 w 2 I-- -4 3 w vi 0 z y W 14 z 0 z W CD z I J N z 0 U PLANS APPROVAL DATE 981 Ridder Park Dr. Suite 100 a 0) ul M_ tt 'a Oa CO a " o X O • w i 0 c m N N. 40 4 0 a CD -62 U � z z my zQ O —1 O �- w o Qm J z CALIFORNIA SAN MATEO Q J 0 & SIGNING PAVEMENT DELINEATION DESIGNED BY N VS w ID m z CHECKED BY APPROVED BY DAR 0 8 PROJECT NO.956038 C-10 SHEET II OF 31 (00000) 956038 =72- F — h / W H r 7 28 S 48°0 4' 5_5" W 2 1 9 / RELOCATE EXISTING TREE SEE C-1 1 77 STA 28+50 w a U Z C/) <' O <Lzw J � � Z Z U<1 W mo 4 WASHINGTON ROBUSTA (MEXICAN FAN PALM) 5 GALLON LAMPRATHUS SPECTABILIS 12" 0.C. FROM FLATS;N STA 29+50 END LANDSCAPE PLACEMENT; WITHIN MEDIAN -77 EXISTING IRRIGATION SYSTEM 7 WASHINGTON ROBUSTA (MEXICAN FAN --PALM) 5 GALLON A e. v LAMPRATHUS SPECTABILIS 12" 0.C. FROM FLATS i GENERAL NOTE: 1. SEE SHEET C9 FOR LANDSCAPING REMOVAL & IRRIGATION MODIFICATION NOTES. 2. CONTRACTOR, PRIOR TO BEGINNING WORK, SHALL VERIFY THE EXISTING IRRIGATION SYSTEM LAYOUT / W a Z U — (n I-- o ozw <z is! J w. -Z 0< W 0 SUPERSEDED 3-19-1s REVISIONS 0 z W I..L 1 S U Z Z LJ r p W A U Z Q D --I LI Lei J � H r 0 0 0 7 N L G 981 Ridder Park CALIF❑RNIA SAN MATE❑ San Jose, CA 95131 (408)467-9100/fax (408)467-9199 Z Q J 0 REPLACEMENT DESIGNED BY N V B A U DRAWN BY CHECKED BY N V B APPROVED BY DAR 0 I I PROJECT N0956038 C-11 SHEET 12 OF 3 i (00000) 956038 TO2 fl LOOT + 28 S48°06'09" TOOT + 1 1/4" 6'00T + STA 28+50 RELOCATE EXIST NG TREE F- 4 WASHINGT• ROBUSTA (MEXICAN FAN PALM) 5 GALLON MESEMBRYANTHEMUM COMMON ICE PLANT (MAGEI FLOWER) 10" TIP C:11PPN6a 18" OC 7 WASHINGTON R.: STA 9'POT MESEM:' ANTHEMUM STA 29+50 END LANDS( PE PLA EMENT WITHI MEDI N GENERAL DOTE: 1. SEE SHEET 9 FOR LANDSCAPING REMOVAL & IRRIGATION MODIFICATION NOTES. 2. CONTRACTOR, PRIOR TO BEGINNING WORK, SHALL VERIFY THE EXISTING IRRIGATION SYSTEM LAYOUT c 6 3-19-16 W oe 2 U Z Q r Ce A U Z Q O J O a. 0 ct Q J Q Z H Q r N W W z CD z W w r a Pa REVISED LAYOUT LINE PLANS APPROVAL DATE REVISIONS 0 z 981 Ridder Park Dr. Suite 100 San Jose. CA 95131 (408)467-9100/fax (408)467-9199 CALIFORNIA SAN MATEO REPLACEMENT I — Z Q -J 0_ DESIGNED BY NVB U DRAWN BY CHECKED BY NVB APPROVED BY DAR 0 II PROJECT NO:956038 C-11 SHEET 12 OF 31 (00000) 956038 CONFORM TO EXISTING 3.•2 CONFORM TO EXISTING --------------------- 29+80 28+75 ELEV = 105.38± ELEV = 101.58 30'- 0" BB�� 93'-3"± TYP +1.95% +1.95% BVC 30+73.25 ELEV = 108.19± 153.5' VC R C = -2.554% PER STA EVC 32+26.75 ELEV = 108.18± -1.97% MEDIAN PROFILE GRADE LT NO SCALE 153.5' VC R/C = -2.508% PER STA BVC 30+73.25 EVC 32+26.75 ELEV = 108.09± ELEV = 108.13± -1.90% MEDIAN PROFILE GRADE RT NO SCALE 340'-0"± MEASURED ALONG it MARINER'S ISLAND BLVD 46'-0" 61'-6" 46'-0" CONFORM TO EXISTING -2.88% 33+20 ELEV = 105.45± BVC 34+00 CONFORM TO EXISTING ELEV = 103.15 -2.94%± 33+20 ELEV = 105.49± 93'-3"± 34+00 ELEV = 103.14 30'-0" tABUT2-- MAX W.S. ELEV = 97.0± II II II II II II U u u ILi ABUT 1 DATUM ELEV 70.0- _TO II U -� r-nLJC L I I --- i I ----r- -, II II `_ 1-r 11.11 L1 Lill ABUT 2 8'- 3" MIN CLR u L BENT 3 V u ABUT 5 UJ BENT 4 -1 r- Err - Err- I I ABUT 5 Ll 8'-4" MIN CLR II II II II II U U SIDEWALK 30 31 ELEVATION 1" = 20' PILE DATA - CAST -IN -STEEL SHELL CONCRETE PILES 32 LOCATION DESIGN LOADING (SERVICE) NOMINAL RESISTANCE DESIGN TIP ELEV SPECIFIED TIP ELEV CUT-OFF ELEV COMPRESSION TENSION APPROACHES / PP24x0.500 45 TONS 180 KIPS 145 KIPS .2.0 (1) 32.0 VARIES ABUT 2 8c 5 / PP30x0.500 45 TONS 180 KIPS 145 KIPS 34.0 (1) 34.0 VARIES BENT 3 & 4 / PP36x0.500 200 TONS 800 KIPS 640 KIPS -15.0 (1) -15.0 95.0 DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION; (2) TENSION; (3) LATERAL LOADS SIDEWALK, SEE CIVIL PLANS SAN MATEO II BB LT 29+80.00 ELEV = 105.36± 9 VA LAGO 3-A\ \A 0 C H I I I I t. ABUT 2 STA 3 ELEV = 108.15± I I , I I +73.25 30 __--C MARINER'S ISLAND FLVD N 48°05'00" E± 32 BC 31+96.10± - I 1 i T BB RT 29+80.00 ELEV = 105.38± I ,'. t ABUT 2 STA 30+73.25 ELEV = 108.05± I I ' I I ;7, ../ ( NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL It ABUT 5 STA 32+26.75 33 CAST -IN -PLACE PT CONC FLAT SLAB II II II II II u U ABUT 6 NOTES: 0 EXISTING 18" DIA WATER PIPE (ESTERO MUNICIPAL) 0 REPLACE EXISTING 10"± DIA SEWER FORCE MAIN (CITY OF SAN MATEO) ® REMOVE EXISTING 4"± DIA GAS LINE (PG&E) ® REMOVE EXISTING 5" DIA ELEC CONDUIT TOTAL 4 (PG&E) ® 11/2' DIA ELECTROLIER CONDUIT (CITY OF SAN MATEO) © EXISTING TELEPHONE CONDUITS (PACIFIC BELL) (7 REMOVE EXISTING 2" DIA CABLE TELEVISION CONDUIT (TCI) ® 2" DIA TRAFFIC SIGNAL CONDUIT 0 CONCRETE BARRIER TYPE 25 10 CONCRETE BARRIER TYPE 26 11 TUBULAR HAND RAILING 12 APPROACH STRUCTURE WIDENING 13 REPLACE 8c WIDEN APPROACH SLAB 14 ELECTROLIER 15 TEMPORARY 2" DIA TRAFFIC SIGNAL CONDUIT 16 METAL BEAM GUARD RAILING, TYPE 1M FLARE 4. MARINER'S ISLAND BLVD-�` t. SYMMETRY STAGE II CONSTRUCTION STAGE I TRAFFIC FLOWLINE PROFILE GRADE LT MEDIAN PROFILE GRADE LT VARIES ,_3„ 3" STAGE I CONSTRUCTION STAGE II TRAFFIC 41'-9" h 1'-9" 2'-0" 12'-0" 14'-0" 6'-O" 5'-0" MEDIAN PROFILE FLOWLINE PROFILE GRADE RT GRADE RT VARIES 0 r_ Q 0 C CO 0 CO CO 0 >- (/-) z 0 W CC J w z w w v7 0 m U) z 0 W ce 0 0 z - N 1,-0" . ABUT 5 STA 32+26.75 ELEV = 108.13± EB LT 33+20.00 ELEV = 105.45± 33 EB RT 33+20.00 ELEV = 105.49± R-1 20'± ELEV = 108.08± PLAN 1" = 20' SIDEWALK S INDICATES POINT OF MINIMUM VERTICAL CLEARANCE -id TYPICAL SECTION STAGE I TRAFFIC 2'-6"± 1/8' = 1'-0" MARINER'S ISLAND BLVD . SYMMETRY 8'-0"± 8'-0"± 31'-0"± CURVE DATA R = 1320'± L = 1001.39'± A = 43'27'58"± 5'-6"±5'-6"± l / REMOVE EXIST LT BRIDGE (STAGE II CONST) 2'-6"± 26'-0"± REMOVE EXIST RT BRIDGE (STAGE I CONST) L EXISTING - L J L L1_ - -tt -I - 1 1 -- -Et --� Ld H H TYPICAL SECTION 1/8" = 1'-O" INDEX TO BRIDGE PLANS SHEET NO S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 TITLE GENERAL PLAN DECK CONTOURS FOUNDATION PLAN ABUTMENT PLAN 8c ELEVATION ABUTMENT DETAILS No. 1 ABUTMENT DETAILS No. 2 BENT DETAILS No. 1 BENT DETAILS No. 2 TYPICAL SECTION SLAB AND BARRIER LAYOUT STRUCTURE APPROACH DETAILS No. STRUCTURE APPROACH DETAILS APPROACH SLAB DETAILS UTILITY DETAILS RESTRAINER DETAILS LOG OF TEST BORINGS 1 0 W 0 W CC W No. 2 U) 3-19-16 0 tO NN OW < .I [1'.30 W 0 c co 0 o Z W 0 co 0 0 J z Quo J m CALIFORNIA SAN MATEO GENERAL PLAN 03 DESIGNED BY U) DRAWN BY w CHECKED BY 0 m 0 r m 0 0 0 d a Q AS SHOWN PROJECT NO. 95094 SHEET NO. S-1 SHEET 1 3 OF 31 (95094S1) 95094.1 +3.71%± CONFORM TO EXISTING ---G\28+75 ELEV = 101.47 6\29+80 ELEV = 105.36± CONFORM TO EXISTING 3. 2% 29+80 28+75 ELEV = 105.38± ELEV = 101.58 30'-0" BB 93'- 3"± 14 TYP ELEV = 108.09± . ABUT 2- +1.95% +1.95% 153.5' VC -1.97% R/C = -2.554% PER STA \BVC 30+73.25 ELEV = 108.19± MEDIAN PROFILE GRADE LT NO SCALE 153.5' VC EVC 32+26.75 ELEV = 108.18± -1.90% R/C = -2.508% PER STA EVC 32+26.75 ELEV = 108.13± MEDIAN PROFILE GRADE RT NO SCALE 340'-0"± MEASURED ALONG t MARINER'S ISLAND BLVD 46'-0" 61'-6" MAX W.S. ELEV = 97.0± 46'-0" CONFORM TO EXISTING -2.88% 33+20 ELEV = 105.45± BVC 34+00 ELEV = 103.15 CONFORM TO EXISTING -2.94%± �- ABUT 5 11 II II II II u ABUT 1 DATUM ELEV 70.0- TO II II II II II II uU U II U 33+20 ELEV = 105.49± 93'-3"± 34+00 ELEV = 103.14 30'-0" - ---,-,- r U ABUT 2 8'-3" MIN CLR r �\ o Li BENT 3 LJ BENT 4 r--1 r 5-r- II I ABUT 5 U II 8'-4" MIN CLR II II II II U U SIDEWALK 30 31 ELEVATION 1" = 20' PILE DATA - CAST -IN -STEEL SHELL CONCRETE PILES 32 LOCATION DESIGN LOADING (SERVICE) NOMINAL RESISTANCE DESIGN TIP ELEV SPECIFIED TIP ELEV CUT-OFF ELEV COMPRESSION TENSION APPROACHES / PP24x0.500 45 TONS 180 KIPS 145 KIPS 32.0 (1) 32.0 VARIES ABUT 2 & 5 / PP30x0.500 45 TONS 180 KIPS 145 KIPS 34.0 (1) 34.0 VARIES BENT 3 & 4 / PP36x0.500 200 TONS 800 KIPS 640 KIPS -15.0 (1) -15.0 95.0 DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION; (2) TENSION; (3) LATERAL LOADS SIDEWALK, SEE CIVIL PLANS 4, SAN MATEO BB LT 29+80.00 ELEV = 105.36± N AaNA LA000\ 3 A\ CH r 1 1 I r, t. ABUT 2 STA 30+73.25 ELEV = 108.15± I r` BC 31+93.32± 30 C N 48°06 09 E± BB RT 29+80.00 ELEV = 105.38± ;.c MARINER'S ISLAND LVD 1 32 t ABUT 2 STA 30+73.25 ELEV = 108.05± I I I I I I I II 33 CAST -IN -PLACE PT CONC FLAT SLAB 1. ABUT 5 STA 32+26.75 ELEV = 108.13± EB LT 33+20.00 NOTES: ®1 EXISTING 18" DIA WATER PIPE (ESTERO MUNICIPAL) O REPLACE EXISTING 10"± DIA SEWER FORCE MAIN (CITY OF SAN MATEO) ® REMOVE EXISTING 4"± DIA GAS LINE (PG&E) ® REMOVE EXISTING 5" DIA ELEC CONDUIT TOTAL 4 (PG&E) ® 1'h° DIA ELECTROLIER CONDUIT (CITY OF SAN MATEO) ® EXISTING TELEPHONE CONDUITS (PACIFIC BELL) ®7 REMOVE EXISTING 2" DIA CABLE TELEVISION CONDUIT (TCI) ® 2" DIA TRAFFIC SIGNAL CONDUIT ®9 CONCRETE BARRIER TYPE 25 10 CONCRETE BARRIER TYPE 26 11 TUBULAR HAND RAILING 12 APPROACH STRUCTURE WIDENING 13 REPLACE & WIDEN APPROACH SLAB 14 ELECTROLIER 15 TEMPORARY 2" DIA TRAFFIC SIGNAL CONDUIT 16 METAL BEAM GUARD RAILING, TYPE 1M FLARE t MARINER'S ISLAND BLVD-�` t SYMMETRY STAGE II CONSTRUCTION STAGE I TRAFFIC FLOWLINE PROFILE GRADE LT MEDIAN PROFILE GRADE LT VARIES mar STAGE I CONSTRUCTION 6'-3" 1'-9 MEDIAN PROFILE GRADE RT STAGE II TRAFFIC 41'-9" 2'-0„ 12'-0" 14'-0" 6'-O" 5'-O" 1'-0" FLOWLINE PROFILE GRADE RT VARIES 0 20't EB RT 33+20.00 I II ELEV = 105.49± t ABUT 5 STA 32+26.75 ELEV = 108.08± NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL PLAN 1" = 20' SIDEWALK S INDICATES POINT OF MINIMUM VERTICAL CLEARANCE TYP CITY ._n 0 _ TYPICAL SECTION vs" = 1'-O" STAGE I 8'-0"± MARINER'S ISLAND BLVD t SYMMETRY 8'-0"± 31'-0"± CURVE DATA R = 1320'± L = 1001.39'± A = 43°27'58"± TRAFFIC 2'-6"± 5'-6"± 5'-6"± r2 -6„± 26'-0"± REMOVE EXIST LT BRIDGE (STAGE II CONST) I I L J EXISTING REMOVE EXIST RT BRIDGE (STAGE I CONST) r LJ J L LJ-- I TYPICAL SECTION 1/8" = 1'-0" INDEX TO BRIDGE PLANS SHEET NO S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 TITLE GENERAL PLAN DECK CONTOURS FOUNDATION PLAN ABUTMENT PLAN & ELEVATION ABUTMENT DETAILS No. 1 ABUTMENT DETAILS No. 2 BENT DETAILS No. 1 BENT DETAILS No. 2 TYPICAL SECTION SLAB AND BARRIER LAYOUT STRUCTURE APPROACH DETAILS No. 1 STRUCTURE APPROACH DETAILS No. 2 APPROACH SLAB DETAILS UTILITY DETAILS RESTRAINER DETAILS LOG OF TEST BORINGS S S m 0 a v m m 0 r m u 2 k 0 Z 0 w J Q w z W 0 Z 0 w at 0 0 z 3-19-16 at W z o z t2.1 PLANS APPROVAL DATE 411(k' W2w O -z O u1 o Q Ww F • U000 0 M Qu) ON CO 33 0o Ant.- 0 E$n iz Co 0 0 .-Nt W CD 0 03 ec 0 I- Nn Z W 0 mUro) 0Jz Ooo<CD ON m Z CALIFORNIA SAN MATEO J 0 w w DESIGNED BY >- m C K a w CHECKED BY APPROVED BY DBD AS SHOWN J Q C.) N PROJECT NO. 95094 SHEET NO. S-1 SHEET 13 OF 31 (95094S1) 95094.1 0 0 +3.62%± EVC 28+75 ELEV = 100.94 +3.61%± EVC 28+75 ELEV = 100.80 aro ID PO O J J APPROACH SLAB APPROACH SLAB 29+80 ELEV = 104.74± x APPROACH STRUCTURE WIDENING 104 x n x 105 105 ABUT 1 105 5'-0", SEE NOTE 7 t ABUT 2 —. 1 6 1 5'-0", SEE NOTE 7 SEE NOTE 6 103 10 105 tABUT 1 APPROACH STRUCTURE WIDENING NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 29+80 ELEV = 104.59± CONFORM TO EXIST SEE NOTE 7 SEE NOTE 7 106x t_ ABUT 2 J 07 t BENT 3 x/ x 1 SEE NOTE 7 109 x t BENT 4 EDGE OF DECK x x 109 EDGE OF DECK MARINER'S ISLAND BLVD t ABUT 5 x x x DECK CONTOUR PLAN -LEFT BRIDGE 1" = 20' 107 x ct BENT 3 rt MARINER'S ISLAND BLVD EDGE OF DECK 109 1 X19 x x x x x x EDGE OF DECK l. BENT 4 Th. x x x L x (L ABUT 5 DECK CONTOUR PLAN -RIGHT BRIDGE 1 " = 20' +1.95% 153,5' VC R/C = -2.456% PER STA BVC 30+73.25 EVC 32+26.75 ELEV = 107.40± ELEV = 107.50± FLOWLINE PROFILE GRADE LEFT CONFORM TO EXIST +1.81% BVC 30+73.25 ELEV = 107.41± NO SCALE 153.5' VC R C = -2.280% PER STA EVC 32+26.75 ELEV = 107.50± -1.69% FLOWLINE PROFILE GRADE RIGHT NO SCALE 107 x APPROACH STRUCTURE WIDENING tABUT 6 106 105 5'-0", SEE NOTE 7 5'-0", SEE SEE NOTE 7 NOTE 7 SEE NOTE 6 107 106 APPROACH STRUCTURE WIDENING 105 tABUT 6 7-- CONFORM TO EXISTING -3.25%± 33+20 ELEV = 104.99± 33+20 ELEV = 104.96± BVC 34+00 ELEV = 102.39 CONFORM TO EXISTING -3.09%± BVC 34+00 ELEV = 102.49 104 105 105 x 104 APPROACH SLAB APPROACH SLAB NOTES: 1. CONTOURS INDICATE TOP OF DECK ELEVATION. 2. 0 INDICATES EVEN FOOT CONTOURS. 3. x INDICATES 10' INTERVALS MEASURED ALONG t MARINER'S ISLAND BLVD. 4. CONTOUR INTERVAL = 0.20' 5. CONTOURS DO NOT INCLUDE CAMBER OR FALSEWORK SETTLEMENT. 6. MATCH DECK CONTOURS TO EXISTING GRADES AND CROSS SLOPES. 7. ADJUST DECK CONTOURS AS REQUIRED TO CONFORM TO EXISTING GRADE. SUPERSEDED 3-19-16 S-2 r z 0 N 5 W d' O d z N Oct N Q C J 0 0 a- a a a z - J a Wu( Zw w O —tilat O Do a. w V V3 0o - Q(0 OW ON «0 ms 00 N ooN I Oeo) IC U) 111 CWT EE m O F — Z W W m 0 OJ jcl- < J Z CALIFORNIA SAN MATEO CONTOURS U 0 DESIGNED BY DRAWN BY w CHECKED BY 0 CO 0 0 m C 0 a_ d a Q AS SHOWN W J Q U N PROJECT NO. 955094. BRIDGE NO. 35C-0076L/R SHEET �4- OF 31 (95094S2) 95094.1 a CO io Nt- +3.62%± EVC 28+75 ELEV = 100.94 +3.61 %± EVC 28+75 ELEV = 100.80 29+80 ELEV = 104.74± APPROACH STRUCTURE WIDENING 104 105 105 103 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 29+80 ELEV = 104.59± x ABUT 1 105 x x SEE NOTE 7 106 x SEE NOTE 6 5'-0", SEE NOTE 7 c ABUT 2—y 1 SEE NOTE 7 5'-0", SEE SEE NOTE 7 NOTE 7 SEE NOTE 6 10 105 tABUT 1 APPROACH STRUCTURE WIDENING 106 CONFORM TO EXIST +1.95% C — tABUT2 BVC 30+73.25 ELEV = 107.40± 1 J 07 x 4. BENT 3 x 1 109 ' BENT 4 EDGE OF DECK x -» �EDGE OF DECK � MARINER'S ISLAND BLVD DECK CONTOUR PLAN -LEFT BRIDGE 1" = 20' 109 iABUT 5 107 x `x t BENT 3 rt MARINER'S ISLAND BLVD EDGE OF DECK x x x x 109 x EDGE OF DECK ( BENT 4 109 x x x r , ABUT 5 DECK CONTOUR PLAN -RIGHT BRIDGE 1' = 20' 153.5' VC R C = —2.456% PER STA EVC 32+26.75 ELEV = 107.50± —1.82% FLOWLINE PROFILE GRADE LEFT CONFORM TO EXIST NO SCALE +1.81% 153.5' VC R/C = —2.280% PER STA BVC 30+73.25 EVC 32+26.75 ELEV = 107.41± ELEV = 107.50± FLOWLINE PROFILE GRADE RIGHT NO SCALE 33+20 ELEV = 104.99± 107 APPROACH STRUCTURE WIDENING (t ABUT 6 106 x 105 5'-0", SEE NOTE 7 5'-0", SEE (SEE NOTE 7 NOTE 7 SEE NOTE 6 x 107 106 APPROACH STRUCTURE WIDENING CONFORM TO EXISTING 33+20 ELEV = 104.96± x 105 tABUT 6 —3.25%± BVC 34+00 ELEV = 102.39 7 ---CONFORM TO EXISTING —3.09%± BVC 34+00 ELEV = 102.49 104 APPROACH SLAB 105 105 -APPROACH SLAB 104 NOTES: 1. CONTOURS INDICATE TOP OF DECK ELEVATION. 2. 0 INDICATES EVEN FOOT CONTOURS. 3. x INDICATES 10' INTERVALS MEASURED ALONG MARINER'S ISLAND BLVD. 4. CONTOUR INTERVAL = 0.20' 5. CONTOURS DO NOT INCLUDE CAMBER OR FALSEWORK SETTLEMENT. 6. MATCH DECK CONTOURS TO EXISTING GRADES AND CROSS SLOPES. 7. ADJUST DECK CONTOURS AS REQUIRED TO CONFORM TO EXISTING GRADE. 3-19-16 0 m 0 U) z O E 5 ce O 0 z CC W w Z z w Z 0 w PLANS APPROVAL DATE < VN U)Zw W O -z Q uo a lath 6 n V a� U 005 ONE 114E17, ON Nn 4. d �=m Eon o N 1 00 CALIFORNIA cr J C0 N O O U to -62 0 z w C m SAN MATEO DECK CONTOURS DESIGNED BY RLO >- m w CHECKED BY AS SHOWN U N PROJECT NO. 95094 SHEET NO. S-2 SHEET 14 OF 31 (95094S2) 95094.1 0 EXIST PATH EXIST 4"0 GAS EXIST 1.5"0 ELECTHOLIER-h; CONDUIT A ABUT 1 29+80.DO±' 1102.6 GENERAL NOTES LOAD FACTOR DESIGN EXIST EDGE OF APPROACH SLAB WWLOL ABUT 2 30+73.25± WWLOL EXIST EDGE OF APPROACH SLAB DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) DEAD LOAD: LIVE LOADING: SEISMIC LOADING: cn J z <0 F~ 0 Q w� ww w 0 0 2.5 2.0 1.5 1.0 0.5 INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. PEAK ROCK ACCELERATION = 0.60G REINFORCED CONCRETE: 0 05 1.0 1.5 20 25 30 35 40 45 50 PERIOD (SECONDS) DESIGN SPECTRUM (5% DAMPING) fy = 60,000 psi fc' = 3,500 psi n = 9 PRESTRESSED CONCRETE: NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL f'c = 4,000 psi I — z w m NOTES: w N AEI LAGO 3 A\ \A 0 CH REMOVE EXIST CONC COL, TOTAL 24 BENT 4 31+80 75 BENT 3 31+19.25 EXIST EDGE OF DECK PLAN 1"=20' 1. INDICATES BOTTOM OF FOOTING ELEVATION. 2. WWLOL CONCENTRIC TO MARINER'S ISLAND BLVD. LINE 3. + INDICATES SPOT ELEVATION 4. o INDICATES PILE, SEE 'ABUTMENT PLAN 8c ELEVATION' SHEET. 5. INDICATES EXISTING STRUCTURE 6. r INDICATES EXISTING CONCRETE FOOTING TO REMAIN 7. SEE 'ABUTMENT PLAN & ELEVATION' SHEET FOR WINGWALL PILE LOCATIONS 8. UTILITIES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY, VERIFY WITH UTILITY DRAWINGS. F- z w m -H a, D r <M r0 EXIST EDGE e'w OF DECK. A77A A77B A77C RSP A77D BO -1 BO -3 BO -13 B6-21 B8-5 B11-51 B11-53 R11_ A BENCH MARK AND DATUM MONUMENT ELEV* DESCRIPTION/LOCATION BM#088-004 BM#088-005 BM#088-006 100.26 109.04 101.40 NAIL 8c WASHER AT SIGNAL BASE NW'LY CORNER OF MARINER'S ISLAND BLVD 8c ARMADA WAY NAIL & WASHER AT TOP OF CURB NW'LY END CENTER CURB S BOUND LANE MI BLVD BRIDGE & MARINER'S ISLAND BLVD STANDARD BOLT AT TOP OF SE'LY SIGNAL NW'LY RETURN AT MARINER'S ISLAND BLVD Sc TRADER LANE * SAN MATEO DATUM +100 7'-0" 103.0 '-TYR ABUT 5 32+26.75 1..32.0..± WWLOL -EXIST PATH STANDARD PLANS DATED JULY 1992 A -10A ABBREVIATIONS A -10B SYMBOLS A62 —B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A62 —C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE METAL BEAM GUARD RAILING METAL BEAM GUARD RAILING METAL BEAM GUARD RAILING GUARD RAIL FLARES BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") CAST —IN —PLACE PRESTRESSED GIRDER DETAILS TUBULAR HAND RAILING CONCRETE BARRIER TYPE 25 CONCRETE BARRIER TYPE 26 REMOVE (E) APPROACH SLAB 8c AC OVERLAY, TYP © 4 LOCATIONS EXIST 10"0 SEWER LINE EXIST 18"0 WATER MAIN 4"0 GAS TO BE ABANDONED EXIST 4"0 GAS EXIST 6"0 ELEC CONDUIT EXIST 2"0 CABLE TV CURVE DATA R = 1320'± L = 1001.39'± A = 43'27'58"±± QUANTITIES TEMPORARY SUPPORT (UTILITY) BRIDGE REMOVAL STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) FURNISH 24" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 24" CAST —IN —STEEL SHELL CONCRETE PILING FURNISH 30" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 30" CAST —IN —STEEL SHELL CONCRETE PILING FURNISH 36" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 36" CAST —IN —STEEL SHELL CONCRETE PILING PRESTRESSING CAST —IN —PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB DRILL AND BOND DOWEL JOINT SEAL BAR REINFORCING STEEL (EPDXY COATED) MINOR CONCRETE MISCELLANEOUS CONSTRUCTION MISCELLANEOUS METAL (BRIDGE) MISCELLANEOUS METAL (RESTRAINER) METAL BEAM GUARD RAILING (WOOD POST) TUBULAR HANDRAILING CONCRETE BARRIER (TYPE 25) CONCRETE BARRIER (TYPE 26) L SUM LUMP SUM 468 CY 231UMP CY 4480 LF 64 EA 1530 LF 24 EA 1320 LF 12 EA LUMP SUM 85 CY 1580 CY 218 CY 1200 LF 167 LF 650,000 LBS 10 CY 490 LBS 2810 LBS 125 LF 770 LF 312 LF 770 LF SUPERSEDED 3-19-16 S-3 z 0 5 ce I w 0 CT) o2 n 00 n 0:042 ?w 0 z O NZ IIXww • 5. CO m COD M W Q U) NN � I� cos 00 0°n I 00 rU) Q7 N C m U 1- Z z W m m O -J O � Q —J a CALIFORNIA SAN MATEO Z it FOUNDATION DESIGNED BY JMB w r CO 3 0 0 0 Q BRIDGE NO. 35C-0076L/R 0 0 AS SHOWN PROJECT NO. 95094 SHEET OF 31 1 (95094S3) 95094.1 EXISTThr PAT H ,,. EXIST 1.5"0 ELECTROLIER�' ...._. � CO NDUIT EXIST 4"0 GAS w I ABUT 1 29+80.00±/- I! 0, -r y4 GENERAL NOTES LOAD FACTOR DESIGN 1C:)1.2 wwLo4 ' ,11, 1111111: 103.0 1102 6 I ABUT 2 30+73.25± EXIST EDGE OF APPROACH SLAB_:.... 1 DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) DEAD LOAD: LIVE LOADING: SEISMIC LOADING: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD. PEAK ROCK ACCELERATION = 0.60G 2.5 2.0 1.5 1.0 0.5 REINFORCED CONCRETE: 0 05 1.0 1.5 20 25 30 35 40 45 PERIOD (SECONDS) DESIGN SPECTRUM (5% DAMPING) fy = 60,000 psi fc' = 3,500 psi n = 9 PRESTRESSED CONCRETE: NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL f'c = 4,000 psi 50 1 1' NOTES: 1-0 `wr I _ _ O 0_ or MAGI\A LAGOON w BLANCH REMOVE EXIST CONC COL, TOTAL 24 BENT 4 31+80.75 r r-..�......_..M....... 12 ,1089 '/2" TYP I0I I 0 I I I I I I I i. 108.8 ii BC 31 +93.32) I • 1\1 -H I— V) z;n w= i {j t'iorl j�EXIST EDGE ejU' OF DECK �...�_ T BENT 3 31+19.25 EXIST EDGE II OF DECK ° PLAN 1" = 20' 1. IJ INDICATES BOTTOM OF FOOTING ELEVATION. 2. WWLOL CONCENTRIC TO t MARINER'S ISLAND BLVD. LINE 3. + INDICATES SPOT ELEVATION 4. o INDICATES PILE, SEE 'ABUTMENT PLAN & ELEVATION' SHEET. 5. INDICATES EXISTING STRUCTURE 6. INDICATES EXISTING CONCRETE FOOTING TO REMAIN 7. SEE 'ABUTMENT PLAN & ELEVATION' SHEET FOR WINGWALL PILE LOCATIONS 8. UTILITIES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY, VERIFY WITH UTILITY DRAWINGS. A77A A77B A77C RSP A77D BO -1 BO -3 BO -13 B6-21 B8-5 B11-51 B11-53 B11-54 BENCH MARK AND DATUM MONUMENT ELEV* DESCRIPTION/LOCATION BM#088-004 100.26 NAIL & WASHER AT SIGNAL BASE NW'LY CORNER OF MARINER'S ISLAND BLVD 8c ARMADA WAY BM#088-005 109.04 NAIL & WASHER AT TOP OF CURB NW'LY END CENTER CURB S BOUND LANE MI BLVD BRIDGE & MARINER'S ISLAND BLVD BM#088-006 101.40 STANDARD BOLT AT TOP OF SE'LY SIGNAL NW'LY RETURN AT MARINER'S ISLAND BLVD & TRADER LANE * SAN MATEO DATUM +100 7'-0„ �- . c:TYP d o it ABUT 5 32+26:75 U Q 0 0_ 0_ Q 0- >- I- 1 „; H- 0 0 J w 0 LU K 1� 102.2 WWLOL EXIST PATH STANDARD PLANS DATED JULY 1992 A -10A ABBREVIATIONS A -10B SYMBOLS A62 —B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A62 —C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE METAL BEAM GUARD RAILING METAL BEAM GUARD RAILING METAL BEAM GUARD RAILING GUARD RAIL FLARES BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") CAST —IN —PLACE PRESTRESSED GIRDER DETAILS TUBULAR HAND RAILING CONCRETE BARRIER TYPE 25 CONCRETE BARRIER TYPE 26 ,,102.4 REMOVE (E) APPROACH SLAB & AC OVERLAY, TYP 0 4 LOCATIONS EXIST 10"0 SEWER LINE EXIST 18"0 WATER MAIN 4"0 GAS TO BE ABANDONED — EXIST 4"0 GAS EXIST 6"o 3` ELEC CONDUIT EXIST 2"o CABLE TV CURVE DATA R = 1320'± L = 1001.39'± A = 43°27'58"±± QUANTITIES TEMPORARY SUPPORT (UTILITY) BRIDGE REMOVAL STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) FURNISH 24" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 24" CAST —IN —STEEL SHELL CONCRETE PILING FURNISH 30" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 30" CAST —IN —STEEL SHELL CONCRETE PILING FURNISH 36" CAST —IN —STEEL SHELL CONCRETE PILING DRIVE 36" CAST —IN —STEEL SHELL CONCRETE PILING PRESTRESSING CAST —IN —PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB DRILL AND BOND DOWEL JOINT SEAL BAR REINFORCING STEEL (EPDXY COATED) MINOR CONCRETE MISCELLANEOUS CONSTRUCTION MISCELLANEOUS METAL (BRIDGE) MISCELLANEOUS METAL (RESTRAINER) METAL BEAM GUARD RAILING (WOOD POST) TUBULAR HANDRAILING CONCRETE BARRIER (TYPE 25) CONCRETE BARRIER (TYPE 26) LUMP LUMP 468 231 4480 64 1530 24 1320 12 LUMP 85 1580 218 1200 167 650,000 10 490 2810 125 770 312 770 SUM SUM CY CY LF EA LF EA LF EA SUM CY CY CY LF LF LBS CY LBS LBS LF LF LF LF 3-19-16 .O a a O m r Lr1OUt LI NE F- w 0 m w z 0 0) 5 w O 0 z et W W w J 0 CL a PLANS APPROVAL DATE WZw O 'z O 01 � Ww U.41 7(1 0'� - �� m•(0 NN h 43 Z O U Q J z w W CC 0 CALIFORNIA SAN MATEO FOUNDATION m U) DESIGNED BY w CHECKED BY 0 m 0 r m 0 a CL a a a AS SHOWN w J Q 0 N PROJECT NO. 95094 SHEET NO. S-3 SHEET 15 OF 31 (95094S3) 95094.1 H 0 >- 4 a, 03 WWLOL-�I 1 y� I I 4 N EXPANDED POLYSTYRENE /TO MATCH BEARING PAD THICKNESS SHEAR KEY, TYP L 6"x12"x1'/z' THICK ELASTOMERIC BEARING PAD, EPDXY BOND TO BEARING SEAT, TOTAL 24, COAT TOP WITH SILICONE GREASE. COVER WITH 10"x16" 14 GA GALVANIZED SHEET METAL CENTERED ON PAD, TYP SYMMETRY---„, t MARINER'S ISLAND BLVD A7A4 >-%r/ /A/ 45 WWLOL-- BEARING PAD SPACING 2'-6" TOP OF APPROACH STRUCTURE LIMITS OF ABUTMENT WALL CONCRETE REMOVAL 1'- 3 ® 2'-6" = 7'-6' 12'-0" 5'-6" 8' 5,. 6" 5" f 2' 5'-6" 8'- 1, t BEARING PAD, TYP 2'-0"- 3 CO 3'-0" = 9'-0„ 13'-9" 41'-9" PLAN 1/4" = 1'-0" 42'-6" NOTE: ABUTMENT 2 SHOWN ABUTMENT 5 SIMILAR 9„ 6'-3"± 12'-0" (. SHEAR KEY, TYP EXPANSION JOINT FILLER LIMITS OF ABUTMENT WALL CONCRETE REMOVAL 8'-O„ 8'-0" Y" EXPANSION JOINT FILLER EXPANDED POLYSTYRENE TOP OF EXIST FOOTING REMOVE EXISTING CONCRETE WINGWALL L C 0 0 MAXIMUM BACKFILL— HEIGHT BEHIND EXIST ABUT WALL DURING PARTIAL FOOTING REMOVAL 8c FOOTING RECONSTRUCTION NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL NOTE: ALL PILES NOT SHOWN ELEVATION 1/4" = 1'-0" 0 5'-6"± 4• ABUTMENT BEARING EDGE OF EXISTING BRIDGE DECK I I I I I I I I I I I i I I i i REMOVE EXISTING i i RETAINING WALL - & FOOTING 1 1 i i i ,�-t SYMMETRY 4. MARINER'S ISLAND BLVD. EDGE OF EXISTING BRIDGE DECK EXIST 18"0 WATER r INTERIOR SHEAR -► KEY, TYP FINISHED GRADE . ABUTMENT BEARING a) co ( 24"b CAST -IN -STEEL SHELL CONC PILE, TYP EI 47,- 1 ( I I I I I Ii I i I j I I I i i I I N _t L N ( ( EXISTING ABUTMENT FOOTING TO REMAIN EXISTING TIMBER PILES TO REMAIN, TYP / 1` ./ 7 r 30"0 CAST -IN -STEEL 1 - SHELL CONCRETE PILE, TYP ® ABUT t SYMMETRY-�` • MARINER'S ISLAND BLVD 8'-0"± 4'-0"± TYP N 0 CO 0 0 H w v7 0 m 0 6 z a w w z c5 z w -J Z 0 0 ce a. w o 1 REMOVE CONC WITHOUT DAMAGE TO EXISTING PILE 2' - 1'— TYP 2'-6" 1'-0" TYP TYP 5 ® 8'-0" = 40'-0" 50'-6" PORTION OF EXISTING FOOTING TO BE REMOVED 8'-O" NOTE: ABUTMENT 2 SHOWN ABUTMENT 5 SIMILAR NOT ALL APPROACH STRUCTURE PILES SHOWN FOOTING PLAN 1/4' = 1'—O" O zz O N5 V�c fri • 0• c COnt a ON00 «W 3 ins 00 -o_'• rci oo0 I O O� £�N CALIFORNIA SAN MATEO 0 F-- J W ABUTMENT PLAN DESIGNED BY JMB w CHECKED BY z 0 O) w -J a 0 U) PROJECT NO. 95094 BRIDGE NO. 35C-0076L/R 3-19-16 5 - 4 SHEET I& OF 31 (9509454) 95094.1 9, - V-0"1'-0" -3"r-3" ABUT BEARING = t ABUT ABUT ¢ 0 0 0 >- 1" DEEP SAWCUT EXISTING REINF #5 r © 12"- #6 @ 12"- #6 @ 12" LAP W/ EXIST #6 BARS #4 @ 18" #5 @ 15"- N Ir J U . - JOINT PROTECTION DETAIL 1 @ 12„ -#STOTAL 4 #8 TOTAL 4 ti r OG I_._J cr. N • • U #5 • • • #5 _ c • #5 " CHAMFER ii 1f1 GEOCOMPOSITE DRAIN _ LIMITS OF STRUCTURE BACKFILL . -� TEMPORARY 2" DIA DRILL 8c BOND #5/ 2 iii -i TRAFFIC SIGNAL DOWEL IN 6" DEEP HOLE i ii 1F CONDUIT, SEE J i ELEC PLANS @ 12" EACH WAY -7 — — — !! 03 #6 @ 12" LAP W/ EXISTING #6 BARS PLACE BACKWALL- AFTER STRESSING OF SLAB #6 TOTAL 4 @ 12"- #5 TOTAL 4- #5 @ 12" EXISTING REINF TO REMAIN t ABUT #5 L© 12" 1'-6" #5 \AA: �— I I AAr- 1 • w i EXISTING REINF TO REMAIN j ig et it i ii i I li 1 I rff— — [1i— —M i if 2 2 2 L' #5x4'-0" TOTAL 2 4'-0"± 2" TYP #8 TOTAL 7 EXTEND EXISTING 4"±o WEEP HOLES, TYP 6" FILLET DRILL & BOND #5 1 DOWEL IN 12" DEEP z_ HOLE @ 12" 0 • 9"± '-6' ti �+ • MAX 4'-0" • • 8'-9"± 0 TOTAL 2 in SEE 5 FOR DETAILS NOT NOTED • ,• • • r 4 4'-0"± 1'-6" MAX 4'- 8'-9"± SECTION ID 1/2" = 1'-0" NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 5} #8 TOTAL 10 ND -J 0 0 1 N @ 12" m row (0 0 --- DRILL & BOND #5 DOWEL IN 12" DEEP HOLE @ 9" #5 j @ 12" c 30"0 CAST -IN -STEEL SHELL CONCRETE PILE 0 TYPICAL APPROACH STRUCTURE REINF#9 @ 12" 3'-0" #5 @ 8" DRILL 8c BOND 1' #5 DOWEL IN 12" DEEP HOLE @ 12" TOP OF EXISTING — ABUTMENT FOOTING r 0 1 U #5 r 1 r 1 2 • • • #5 0 i%H;--1"" CHAMFER #4 cn @ 12" VERT 84 @ 8" HORIZ ALTERNATE HOOKS #8 @ 12" TEXTURE, SEE 12" CLR ITYP #5 @ 12" @ 12" • } (010 SECTION 1/2" = 1'-0" } -#5 @ 12" —#5 @ 12" SEE 5 FOR DETAILS NOT NOTED #5 @ 12" DRILL & BOND #5x4'-0" DOWEL IN 12" DEEP HOLE @ 12" �- ABUT BEARING 7--#5 L @ 12" r 42-9" .10 111. DRILL & BOND #5 DOWEL IN 12" DEEP HOLE @ 12" C2, • I • • 1'-3"± 4'-0" 8'-9"f WWLOL---51 2" CLR4 3'-0" I #5 #8_ 3" N Co GO #5 @12"I DRILL 8c BOND #5x4'-0" DOWEL I IN 12" DEEP HOLE @ 12" DRILL & BOND #5 —J DOWEL IN 12" DEEP HOLE @ 12" �-- #4 f 4 #9 0" 1" CHAMFER t s r 2' 3" #7 TOTAL 2 HOOK AT FOOTING BOTTOM MAT #5 @ 6"-r 1" CHAMFER ti r � L OJ 9"f 1 i 3 4'-9"± N SEE 5 FOR DETAILS NOT NOTED y 2" CLR TYP #5 L © 12" i DRILL & BOND #5 ,�- DOWEL IN 6" DEEP HOLE • T @ 12" EACH WAY #@ 12" 6" FILLET • • u • • • 1'-3"± 4'-0" 8'-9"± STRUCTURE APPROACH SECTION 12" CC2 NDO1 i N (0 0 -#8 TOTAL 10 DRILL 8c BOND #5 DOWEL IN 12" DEEP HOLE @ 12" ,-3" BONDING ON SMOOTH FINISH r JOINT SEAL (MR=1" r 1 EXPANSION JOINT FILLER ABUTMENT BACK WALL #5 @ 12" 1/a"x12" NEOPRENE STRIP PLACE PRIOR TO BACKFILLING THE ABUTMENT BACK WALL AND INSTALLING TEMPORARY BUMPER. (FOLD NEOPRENE INTO CHAMFER) 3" BONDING 1" CHAMFER U/ viii MATCH BACK OF EXISTING ABUTMENT WALL -DRILL 8c BOND #7 DOWEL IN 1'-0" DEEP HOLE . / . TYPICAL #5 REINF SECTION 1/2" = 1'—O' 0. ABUT BEARING `DRILL & BOND #5 2 DOWEL ti JOINT PROTECTION DETAIL 3/4' = 1'-0" TYPICAL WIN( , , REINF I TYP I C REINF • .//, SECTION 1/2" = 1'-0" WALL 6-21 B0-1 1-2 ALTERNATIVE 1 TEMPORARY BUMPER WITH INSERTS L BACKWALL 3-19-16 REVISIONS 0 0 z L ENGINEER C J 0 a a a U, z ¢ J a 0 10 N 01 < -I �n 0 c m O I - Z Z W cn W m 0 OJ o° - o W J � Q Q 0 0 0 N) 0 Z w CD C m CALIFORNIA SAN MATEO ABUTMENT DETAILS No. DESIGNED BY cn DRAWN BY w CHECKED BY m C } C 0 a a a ¢ AS SHOWN J 0 PROJECT NO. 95094 SHEET NO. S-5 SHEET 17 OF 31 (95094S5) 950941 H 0 BB OR EBTh ABUT BEARING 0 CO 0 J U 7 ----NOT NOT SHOWN A 22 1'-3"± BOTTOM OF WALL ELEV 102.21 T I I L— —J BOTTOM OF WINGWALL PROFILE 3,-3" 6'-0" #5 @ 12" #5 N } . . V . . . 1•0wm icy (00 #5 ® 12" 4'-9„ • TYPICAL ABUTMENT FOOTING REINF —#5 N ® 12" 30"0 CAST -IN -STEEL -SHELL CONCRETE PILE NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL CL ABUT BEARING #5 #5 #5x2'- 0" TOTAL 6 66'-3"± Th r I I TOP OF I L — — — J SIDEWALK, j SEE CIVIL PLANSi ,r, r,, BOTTOM OF WALL ELEV 99.88' Th K- J -EXTEND HORIZONTAL WALL REINF. OF B 3'-0" BEYOND 'LIMITS OF LIMITS OF B 12 TOTAL 5 WINGWALL ELEVATION 1/4" = 1 —0" �—� KEY PLAN ✓� z I N ti #8 IN 2 -BAR BUNDLES TOTAL 7 BUNDLES #5 SPIRAL © 6" #5 ' " EXPANSION JOINT FILLER, TYP FRONT FACE OF SHEAR KEY w r� ti ELEVATION DETAIL 1/2" = 1'-0" #8 TOTAL 7 ..fX#8 I 1 TOTAL 4, TYP C> r � #8 TOTAL 7 EXPANDED POLYSTYRENE TO MATCH BEARING PAD THICKNESS 6 30" DIA STEEL PIPE PILE (0.5" THICK) 25'-9"± LIMITS OF I T BOTTOM OF FOOTING w J 0 >- iY C� 0 Z Z 0 �J z 11 w 0w I— Q w J a_ U w z m 0 0 F- J w I- = w J U w z I-- 00 0 C I I 'z z OF PAYMENT FOR F- U 0 tO z L J t PILE TIP ELEVATION _CUT-OFF ELEVATION ABUTMENT PILE ELEVATION 1/2" = 1'—O" 3-19-16 5 C'1 J cc REVISIONS I — W U) 0 in O 0 z N cO ER CO h M N o CJNC- 1S/038 o 4) WZw O z ro-w • F 5 =oig Ng may, 0 40 NN OP - 0 N O 6 oo a Ng; r g; CALIFORNIA SAN MATEO N ABUTMENT DETAILS No. CO DESIGNED BY DRAWN BY 2 w CHECKED BY 0 In 0 >- m 0 a_ a a a AS SHOWN w J a U PROJECT NO. 95094 BRIDGE NO. 35C-0O76L/R SHEET la OF (95094S6) 95094.1 0 0 C D >- 2'-0" TYP * #6 41'- MEASURED ALONG @ 12" MAX 00 4@6" 7@6" @ 12" * * MAX ft COLUMN A 8 7@6" 7@6" 4@6" @ 12" 7@6" MAX C COLUMN * @ 12" MAX . BENT #6 STIRRUP SPACING STIRRUP MAY BE USED AT COLUMN LOCATION START OF PITCH WHEN — COUPLERS ARE USED TO ANCHOR SPIRAL UNIT f— t SYMMETRY 4 MARINERS ISLAND BLVD a„----36" DIA CONC COLUMN SEE COLUMN ELEVATION T17,,---- 36" DIA CAST —IN —STEEL SHELL CONCRETE PILE SEE COLUMN ELEVATION ELEVATION 1/4" = 1'-0" DIRECTION OF WELD RUN OFF END OF BAR AS SHOWN > X11 1/2 12" MIN et 75% PEN MIN > 45 \ DIRECTION OF WELD RUN OFF END OF BAR AS SHOWN #4,#5 REINF ONLY LAP LENGTH NOTE: FLARE WELD TO BE MADE IN DIRECTION SHOWN WELDED LAP SPLICE AND ANCHOR START OF PITCH WHEN CLIP IS USED TO ANCHOR SPIRAL UNIT NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL SPLICE CLIPS SHOWN FOR EXAMPLE ONLY #3,#4 REINF ONLY — 1 BAR DIA TYP MECHANICAL LAP SPLICE AND ANCHOR ti 4 1/2" 5" LAP BAR NOTES: #4,#5 REINF ONLY 1. BUTT WELD TO BE MADE FIRST 2. BUTT WELD TO BE MADE IN FLAT OR HORIZ POSITION 3. LAP BAR TO BE CENTERED ON SPLICE 4. FLARE WELD TO BE MADE IN DIRECTION SHOWN 5. LAP BAR TO BE EQUAL IN SIZE TO SPIRAL BAR VEE GROOVE WELDED SPLICE OPTION CP> SAME SIZE, SPACING & MATERIAL AS SPIRAL SHOWN ON PLANS a INDIVIDUAL HOOPS, MADE CONTINUOUS WITH 100% PENETRATION WELDS, MAY BE SUBSTITUTED FOR SPIRALS BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE, ANCHOR AND HOOP DETAIL NO SCALE t COLUMN #5 SPIRAL @ 5" Et J O W F- 10 w w LLI o i z � I z_ J (D N) CONCRETE PILING 0 w 0 Q J CL W J mo o» w° ~z w? 0 O 0 4 0 10 N 1 r --; TOP OF STEEL SHELL = CUT—OFF ELEVATION = 95.0' ► TIP ELEVATION---) -; — OPTIONAL CONSTRUCTION JOINT COLUMN ELEVATION 3/8" = 1'-0" 3-19-16 S-7 <n z 0 U) 5 W I — w v7 0 m O 0 z W W Z 5 z w J Q Z 0 Ed U- 0 a- d 0 0 •J > 0 a_ d a a N Z Q J a W Zw W O z O mG QFW 11QQ to Vhrin may, 81/1 Nn ••• a' Us 00 £U1) R • e m €-,N CALIFORNIA BENT DETAILS No. SAN MATEO DESIGNED BY JMB DRAWN BY w CHECKED BY 0 m 0 m 0 O >- a a Q AS SHOWN w -J a C.) PROJECT NO. 95094 BRIDGE NO. 35C-00676L/R SHEET 19 OF 31' (9509457) 95094.1 co m 0 r „ BENT 2'-O" 2'- " SLAB REINF, SEE 'TYPICAL SECTION' AND SLAB REINFORCEMENT PLAN' • • l • \• A • • • • •i • • • #9 TOTAL 9 1" CHAMFER TYP » CLR NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL • • • • • • •j SECTION 3/4" = 1'-0' COLUMN 8 #6 #9 TOTAL 15 #5 TOTAL 3 EA. FACE 1 SEE BENT ELEVATION FOR SPACING 2" CLR TYP #9 IN 2 -BAR BUNDLES TOTAL 13 BUNDLES y ---t BENT 3" CLR BENT 2'-6" LAP #5 TOTAL 3 ® 9" CENTERED ON COLUMN TYP z • • • • • 4— • • • • a f is a • COLUMN h • • • •� • • n • #9 IN 2 -BAR BUNDLES TOTAL 13 BUNDLES (-t BENT #5 SPIRAL SPIRAL -36" DIA STEEL PIPE PILE (0.5" THICK) 36" DIA CONCRETE COLUMN SECTION D 3/4" = 1'-O' 8 • • #6 #9 #5x7'-0" TOTAL 3 CENTERED ON COLUMN TYP -6" LAP 2'-6" LAP SEE <8) FOR DETAILS NOT NOTED NOTE: SPIRAL MAY BE DISCONTINUOUS AT BENT CAP TO ALLOW FOR PLACING CAP REINFORCEMENT C oAr z 0 5 cc I — Li U) a m 0 0 z AL ENGINEER a 41 I- C J 0 a a a a z a J a W O in U 1— Z Z W Q co W co 0 O -- O a - CD W Lt J CALIFORNIA SAN MATEO N BENT DETAILS DESIGNED BY DRAWN BY w CHECKED BY AS SHOWN w J a 0 N PROJECT NO. 95094 BRIDGE Na 35C-0076L/R 3-19-16 S -8 SHEET 20 _ OF 3l (9509458) 95094.1 izz 0 0 2"o TRAFFIC SIGNAL CONDUIT, SEE ELEC PLANS VARIES FACE OF BARRIER = (E) FACE OF CURB 1' — PROFILE GRADE LT ELECTROLIER CONDUIT, SEE ELEC PLANS n 1" CHAMFER, TYP 3/a DRIP GROOVE 6" TYP MARINER'S ISLAND BLVD it SYMMETRY 6'-3" 6'-3" n 7„t 2-7"± WO- 7: i 41'-9" 34'-0" 5-0" CONC BARRIER TYPE 25 TYP PROFILE GRADE RT FACE OF BARRIER = (E) FACE OF CURB 0 VARIES 1,-0 3'-9"± 14 TEMPORARY 2" DIA TRAFFIC SIGNAL CONDUIT t 10" DIA SEWER C EXIST 18" DIA FORCE MAIN WATERPIPE TYPICAL SECTION 1/4: = 1'-0" ADDITIONAL TOP MAT LONGITUDINAL REINF., SEE 'SLAB AND BARRIER LAYOUT' SHEET J N #5 © 18" #5 © 15" 0 ADDITIONAL BOTTOM MAT LONGITUDINAL REINF., SEE 'SLAB AND BARRIER LAYOUT' SHEET UTILITY DATA COMPANY/UTILITY LINE FURNISHED BY INSTALLED BY 11/2110 ELECTROLIER CONDUIT TOTAL 2 (CITY OF SAN MATEO) CONTRACTOR CONTRACTOR 2" 0 TRAFFIC SIGNAL CONDUIT CONTRACTOR CONTRACTOR 10"0 SEWER FORCE MAIN (CITY OF SAN MATEO) CONTRACTOR CONTRACTOR MODIFY EXIST 18"± DIA WATER PIPE (ESTERO MUNICIPAL) CITY CONTRACTOR t. ABUT 2- r L1 PARTIAL TYPICAL SECTION 1/2' = 1'-O" L2 CAST —IN —PLACE PT CONC FLAT SLAB TYP 3//'DRIP GROOVE #4 — CO 18" TRANSVERSELY AND © 15" LONGITUDINALLY L3 0.60L1 0.50L2 0.10L1 0.10L2 it BENT 3 CABLE PATH IS A PARABOLIC CURVE BETWEEN POINTS SHOWN 0.60L3 r0.10L2_ _0.10L1 THEORETICAL POINT _r_____---11; BENT 4 OF NO MOVEMENT POINT OF INFLECTION TYP 1 it ABUT 2 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL /I/ Y p CI ;p I � I p p 0 0 p 0 0 p 0 7-- 6" l ABUT 5 LONGITUDINALSECTION NO SCALE BENT 3 in p 0 in p 0 z o_ cn 0 cn 0 cn 0 z 0- U) CAMBER DIAGRAM NO SCALE .. —� BENT 4 0 p 0 0 U) 0 p 0 z a o_ U) 0 p 0 ABUT 5 (DOES NOT INCLUDE ALLOWANCES FOR FALSEWORK SETTLEMENT) TYP -H /—TUBULAR HAND RAILING TYP CONC BARRIER TYPE 26 TYP 11/'0 ELECTROLIER CONDUIT, SEE ELEC PLANS 2—#10 TOP & BOTTOM, TYP 4" #4 GRILLAGE CO 12" #5 TOTAL 7— #8 TOTAL 7 TYP TRANSVERSE REINF 3,1 PRESTRESSING NOTES 270 KSI LOW RELAXATION STRAND: Pjack (RIGHT BRIDGE) Pjack (LEFT BRIDGE) ANCHOR SET = 8160 KIPS = 8160 KIPS 3/8 in 1'-0" MAX 4" MIN 2'-3" CONCRETE: f'c = 4000 PSI © 28 DAYS f'ci = 3500 PSI © TIME OF STRESSING DISTRIBUTION OF PRESTRESS FORCE (Pjack): THE PRESTRESSING FORCE, Pjack, SHALL BE UNIFORMLY DISTRIBUTED ACROSS SLAB. AT NO TIME DURING THE STRESSING OPERATIONS WILL MORE THAN 1/s OF THE PRESTRESSING FORCE, Pjack, BE APPLIED ECCENTRICALLY ABOUT THE CENTER LINE OF THE SECTION. 0 CO 0 0 r m z 0 5 W re H w 0 m p d z CONTRACTOR SHALL SUBMIT ELONGATION CALCULATIONS BASED ON INITIAL STRESS AT ® = 0.930 TIMES JACKING STRESS. ONE END STRESSING SHALL BE PERFORMED FROM EITHER ABUTMENT. 3-19-16 NN y a 6 m rig CALIFORNIA TYPICAL SECTION SAN MATEO DESIGNED BY DRAWN BY w CHECKED BY C C 0 0 a. d a AS SHOWN U.1 J 0 CO PROJECT NO. 95094 BRIDGE NO. 35C-0076L/R SHEET 2 I OF N. (95094S9) 95094.1 c REINFORCEMENT SYMMETRY f ' EXIST JOINT A D TYP 13 TYP rt It ABUT 2 t BENT 3 t BENT 4 f - t ABUT 5 4 - TYP 44 a 15 C 1 2' 7'-1"t 9TYP TYP t TS t 2,-2 7'-1"± it TS-� 15 C TYP LIMITS OF EXI T CONCRETE BARRIER REMOVAL, TYP r LIMITS OF TYPE BARRIER TRANSITION TYP J A 14 u u II V �+ 0 0 2 f B \10 TYP r 3 TYP — '.-#10x32'-0" @ 3'-0" • 1 N uD w 1 >-- 1- TYP 14 '/z" RADIUS 8" NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 6'-0 #5 i rt © 8" J U a F- 4 AMMI #9x30'-0" @ 3'-0" K- #10 TOTAL 2 CONT. TYP SIDEWALK, SEE CIVIL PLANS I, #4 CONT @ 18" MAX TOTAL 5 #1 `° © 18" 13' 0" 17'-0" 23'-0" NO LAP SPLICES ALLOWED _ IN LONGITUDINAL REINF. #9x30'-0 3'-0" 15,-0" #10x 2'-0" 17'-0" 0 3'-0" 23'-0" 9'-0" NO LAP SLICES ALLOWED IN LONGITUDINAL REINF. TOP MAT BOTTOM MAT TYP SLAB TYI:LAN 1" = 10' STEEL SHELL CUT-OFF ELEV CONCRETE TYPE LIMITS NO SCALE CONCRETE BARRIER TYPE 25 APPROACH STRUCTURE REINF SECTION 1/2" = 1'-o' 10 at a at A STRUCTURAL CONCRETE, APPROACH SLAB STRUCTURAL CONCRETE, BRIDGE (f'c = 4000 PSI) STRUCTURAL CONCRETE, BRIDGE (f'c = 3500 PSI) STRUCTURAL CONCRETE, BRIDGE FOOTING REMOVE EXISTING CONCRETE BARRIER DRILL 8c BOND #5x2'-10" DOWEL IN 6" DEEP HOLE @ 15" 2'-6"± CABLE UNIT, TYP #10 TOTAL 2 CONT. TYP BB t. ABUT 2 LIMITS OF BRIDGE SLAB CONCRETE BARRIER TYPE 25, AT TRANSITION END: (SEE :11-5 6 TRANSITION) CURB TO MATCH BEYOND #4 EXISTING APPROACH STRUCTURE DRILL & BOND #5� DOWEL IN 6" DEEP HOLE @ 15" SECTION 1/2" = 1'-0" 1 0y .-T \yr. t EXIST JOINT .I I I I I III I I I 1 110' -0" I 1.27 NO SCALE @ 12 4'-O" LIMITS OF REPLACEMENT OF EXISTING CURB WITHOUT DAMAGE TO EXISTINGREINF TYP LIMITS OF CURB TRANSITION TYP. t MARINER'S ISLAND BLVD .- ABUT 5 ,-:7 REMOVE REMOVAL SECTION 1/2" = 1'-0" D BRIDGE TRANSITION TO 6" CURB OVER 10'-0", SEE 'SLAB PLAN' 10 SLAB z 0 rn 5 w 1- w 0 Ed og J 0 d a z J a �Z O umli O W-6 a im U� 00 O inj mad 8(5; «a gs 1 Pig; W cD 0 CO rt U~o Z Z o U CO O ld 0 z Ow Q W_o a) m Z Q CALIFORNIA 0 I- Q 2 z SLAB 8c BARRIER LAYOUT DESIGNED BY } 3 w } m 0 o V cc - 0 < 0 SHEET NO. S-10 C m C >- AS SHOWN PROJECT NO. 95094 3-1 9-1 6 SHEET 22 OF 31 (95094S10) 95094.1 f BB OR EB 9'-0"± 5 @ 12'-0"± = 60'-0"± S 2,, 0"± 12'-3"± ABUT BRG-� 4"o STD PIPE APPROACH SLAB, SEE `APPROACH SLAB DETAILS', SHEET It ABUT 7" 3" #8 @ 6" #7 TOTAL 6 TYP LAP TOP BARS AT MIDSPAN AS REQUIRED #4 @ 18" #4 TOTAL 2� • . 4\. • • s\. TYP. • 7 r /1 2'-O" 6" FILLET, - 1 #9 TOTAL SPLICE TO EXISTING REINFORCING, PER c MARINERS—� ISLAND BLVD 1'-3" 1'-3" 1" DEEP SAWCUT EXIST REINF EXTEND EXISTING REINFORCEMENT 1'-6" MIN INTO WIDENING, PROVIDE MECHANICAL SPLICE WHERE 1'-6" MIN. IS NOT MET NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL #51 @ 12" TYP @ 9" @ 12" 42'-0"± 8'-0" REMOVE SLAB, SIDEWALK & RAILING WITHOUT DAMAGE TO EXIST REINF MATCH EXIST #5 TOTAL 8 IN 2 -BAR BUNDLES TYP 1 -6" r TYP 1'-6" TYP #8 @ 6" #5 —J CO 9" #4 @ 18" #5 @ 9" #6 @ 9" 6'- " #8 @ 6" #5 r2' —s"1 @ 5" TYP L____1(4) PILE z U NF - #5 TOTAL 12 IN 2 -BAR BUNDLES APPROACH STRUCTURE SECTION 1/2" = 1'-0" —TUBULAR HAND RAILING Th-CONCRETE BARRIER TYPE 26 O #5 @9" 1" CHAMFER 2" CLR. TEXTURE, SEE #41@ 9" OG REMOVE EXIST RETAINING WALL SIDEWALK, SEE CIVIL PLANS 4"4 DRAIN, CENTER BETWEEN BENTS WWLOL 1,-0" FACE OF CONCRETE m OR LOL X ZQ 1/i± 2'/i MIN 3" MAX 1"± 1"± PILE, TYP FRACTURED SURFACE FRACTURED FIN TEXTURE DETAIL 3" = 1'-0" 0 z zJ a_ H w ct 0 z O J J w J w _ Fw- f- 0 I .4>f U OF PAYMENT FOR LAP SPLICE BOTTOM BARS AT SUPPORT AS REQUIRED • . . #5s —o1 j©12" • @ 5" @ PILE TIP ELEVATION • r I I I : • y J 6" FILLET, TYP 3" CLR TYP 1'-6" 1'-6" TYP TYP BOTTOM OF FOOTING 3 NOTE: FOR PILES AT ABUTMENT 1 AND 6 TURN HOOKS TO FIT INTO CAP. m J 'in w inU —it PILE, TYP C r- PILE —I #5 @ 15" CUT-OFF ELEVATION "MAX 3/4 k ALTERNATIVE TIP SHAPE AT OPTION OF CONTRACTOR #5 SPIRAL @ 5" 24" DIA STEEL PIPE PILE (0.5" THICK) 2" CLR #8 IN 2 -BAR BUNDLES TOTAL 6 BUNDLES APPROACH PILE ELEVATION 1/2' = 1'-0' 3-19-16 z 0 5 W H w 0 E5 O 0 z N sNm PLANS APPROVAL DA W Z) w w O z O N5 • - ✓ V< 0 VL MG) U) 0 C EE m J r ZZ0 WI 'Ito QU") 0 J z OLad w Q Q 0 J cc m Z_ CALIFORNIA SAN MATEO DETAILS No. STRUCTURE APPROACH DESIGNED BY w CHECKED BY 0 CO 0 >- m 0 a- a a a AS SHOWN W J a 0 U) PROJECT NO. 95094 SHEET NO. S-11 SHEET 23 OF 31 (95094S11) 95094.1 0 42'-0"f r co MARINERS-----,, ISLAND BLVD. #9 TOTAL 6 SPLICE TO EXISTING #9 BARS WITH MECHANICAL SPLICE 8'-0"± C-0" , rTYPICAL APPROACH STRUCTURE REINF R_ S J, L. 1 --ft L. J. S #9 x5'-6" TOTAL 6 SPLICE TO EXISTING #9 BARS WITH MECHANICAL SPLICE EXIST TIMBER PILE #5 r —i— • • ✓ • • • { p ,1- #8 �I-#4( '1 \,1 5 SECTION 1/2" = 1'-0' a //5 S-0" #5 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 12 #5 ®12" r ~� • #5 9" MAX HOOK INTO WINGWALL #5 3'-0" #5 N�--1" CHAMFER 3" #8 #9 V #5x6'— 0" CENTERED ON BENT #41 2 MATCH TO TOP 7 OF EXISTING ABUTMENT FOOTING #5 TOTAL 12 IN 2 —BAR BUNDLES EXIST APPROACH BENT REINFORCEMENT #9 TOTAL 6 SPLICE TO EXISTING #9 BARS WITH MECHANICAL SPLICE 5 .i r 1O• • • I • • • • • • • • • • • • • • • • • • #9x5-6" TOTAL 6 - SPLICE TO EXISTING #9 BARS WITH MECHANICAL SPLICE km SEE FOR DETAILS NOT NOTED TYPICAL APPROACH STRUCTURE REINF #4 CO 9" HOOK AT WINGWALL -1" CHAMFER #4x5'-0" CENTERED ON BENT #4 I@ 9" SIDEWALK, SEE #4 ® 9" CIVIL PLANS #5®9" @ 9" #5 TOTAL 8 IN 2 —BAR BUNDLES 3-19-16 U, z 0 U, W I — w (I) C 0 0 z a 03 W w z C5 z W J 0 U) CC 0 o_ 0 W EER (13 �3a CD W O z O NE 4 ;J EPA • V< L9 0 m' U) NN 4I 0 C N2 00 Eon 0 10 W Q CO s J 0 ~ o Z UJ 0 co U z<o Q z Q W w Q o J co m Z Q CALIFORNIA SAN MATEO STRUCTURE APPROACH DETAILS No. 2 DESIGNED BY cn DRAWN BY W CHECKED BY AS SHOWN W J < U U) PROJECT NO. 95094 SHEET NO. S-12 SHEET 24 OF 31 (95094512) 95094.1 MARINER'S ISLAND BLVD 7'-6"± tt PROFILE GRADE MEDIAN CURB SEE CIVIL PLANS #10 TOTAL 2--- fr rk 2/4x 1/4x0'-2' W/ 1"O HOLE *N t z N O I BB OR EBB` 2" CLR TYP VARIES #7 © 12" #4 © 12" 5'-0" 1'-0" fir. SECTION 1/2" == 1'-O' ,< dl ABUT WO ROD © 2'-0" WITH �— NUT AND THREADED ENDS ROD TO BE ENCASED IN 1"0x2'- 4" PVC CONDUIT EXISTING APPROACH STRUCTURE $ 2" CLR POLYSTYRENE AROUND ANCHOR ASSEMBLY L.- CO —J 0 30° L-+ SECTION 3/4" = 1'-0" DRILL & BOND 1'-0" INTO EXISTING I APPROACH STRUCTURE NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL 13 f --CONCRETE BARRIER TYPE 26 AS OCCURS #5 ®12" #10x20'-0" © 12" #10 CO 12" MIDSPAN N 2" CLR BB OR EB � ABUT 2" CLR TYP wag - 00 3/4 STEEL COUPLING NUT NEW APPROACH STRUCTURE WIDENING 3/a 4x8" BOLT SEE 13 FOR DETAILS NOT NOTED ° 30'- 91 #4 Q 12" #7 ® 12" J N #5 © 12" #10 ® 12" #10x20'-0" ® 12" ® MIDSPAN #6 © 6" (4 MID 1/2 SPAN �--� ABUT 21/i EXP JT FILLER 5/8 4x0'-6" STUDS CO 18" WELD TO PIPE EXTEND EXIST PIPE W/ EPDXY -COATED 4"4 STD PIPE 3-19-16 S -13 UN O -w O N5 aFw V a ( (7 � o Or. NE 03 in 0 CO 0 0 I — W 0 0 ON 4.3 Oi (A2 o •0 0 0 r m U) z 0 U) s W 0 z W 0 C co U Z Z W M U O —J O 12 W cK -J z CALIFORNIA SAN MATEO APPROACH DESIGNED BY JMB UrJ DRAWN BY w CHECKED BY AS SHOWN PROJECT NO. 95094 BRIDGE Na 35C-0076L/R SHEET 25. OF (95094S13) 95094.1 H 0 #4 8" TOTAL 2 10'/z If •f • S • 10"0 SEWER LINE U -BOLT & NUTS 0 AO. • • • • • #4 - >1 _TOTAL 2 1'/2' STD. PIPE, TYP NOTE: HANDRAILING REQUIRED ON ONE SIDE OF STAIR ONLY 6" FROM EDGE TYP> 3/16v J 4" 4' _ 1'-9"± DETAIL 3/4" = 1'-0" 2'-7"± 1'-4 4" RADIUS TYP SEE CIVIL PLANS 3"0x7" POST POCKET FILL WITH NON -SHRINK GROUT, TYP .0.00 o °0 ,0. °°. ANCHOR CHAIRS TS 4x6x' 5/e'0x5" WELDED STUDS TOTAL 2 EA SIDE TS 8"± REUSE EXISTING ANCHOR CHAIRS NOTE: DO NOT TIGHTEN U -BOLTS UNTIL SLAB STRESSING IS COMPLETE. TYP SIDEWALK REINFORCEMENT #4 (— © 12" TYP SLAB EA. STEP REINF #5 © 12" EA. WAY #4 TYP DETAIL 3/4" = 1 —0" r EXISTING TS 4x6x' It EXISTING 18"± ID ----.� WATER MAIN REUSE EXISTING U -BOLT 8c NUTS -.. 7 7f 11,1 rrr.. iI I II II II II L. II 1'-2„ 1'— -H 2'-7"f , " %0 x 5" WELDED STUDS TOTAL 2 EA SIDE TS #41 rTOTAL 2 8" • 0 • 1 011, • 4" 4" 4" 2'-3"± 18"0 WATER LINE— 6'-0" • • 1 REPLACE EXIST WATER PIPE • • DETAIL 3/4" = 1 -0" 14 #4 8" TOTAL 2 MARINER'S ISLAND BLVD. t ABUT 5 2'-6" 2'-8" 1 t EXIST WATER PIPE EXPANSION FITTING 0 z 1 L� 4 1- EDGE OF DECK t. 10"0 SEWER-Th� N H 03 c MARINER'S ISLAND --t BLVD. -H t EXIST 18"o± WATER-Th EDGE OF DECK �I 10"0 SEWER LINE 6'-O" ++ ++ ++++ J CONST JOINT ++++ II Li ++++ 0 i TYP SLAB REINF O C> • • • • • • • — J L • . . 3" I I 3/470 ANCHOR BOLT 2' & WASHER SPACING 1'— r 3" 2" BOLTED FLANGE REPLACE EXIST ELBOW TOP OF THRUST BEAM ---- TOP OF ABUT WALL ") r. 10'-0"f (----3/16" GALV THRUST PLATE: 2" 2" 1Ad' STAINLESS STEEL SHIELD, GREASE TOP OF SHIELD %f) N / EXIST EXPANSION FITTING NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL • • • 2" CLR TYP 2'-6" -EXIST ABUT WALL u BUTT STRAP © WATER PIPE ONLY, SEE CIVIL PLANS 1'/2' NON -SHRINK GROUT #4 Fri@ 12" #5 TOP & BOTTOM TOTAL 10 FACE OF ABUT 5 NOTE: THRUST BEAM, THRUST PLATE 8c SHIELD SIMILAR © SEWER LINE. SECTION 1/2" = 1'-0" 4'-O" LAP SPLICE 3/,s" GALV THRUST PLATE: • L J z z w O 0 F LL 0_ D 0 Z o w (XDw0 F— F-- FI () p: —I LL -1 b Q CJ X g w Q 1- w m DETAIL 1/4" = 1'-0" REPLACE EXIST WATER PIPE 3/4'4 ANCHOR BOLT 3' & WASHER SPACING TOTAL 6 1M' STAINLESS STEEL SHIELD, GREASE TOP OF SHIELD 10'-0"± 8" 3" u II 6"6' 2" 3" 4" y DRILL & EPDXY BOND 3/4"4 THREADED ROD & WASHER SPACING TOTAL 4 BUTT STRAP © WATER PIPE ONLY, SEE CIVIL PLANS 1'/2' NON -SHRINK GROUT Pao w FACE OF ABUT- ' i I I II II II u u 1 — BOLTED FLANGE REPLACE EXIST ELBOW 101 m CO w t, ABUT 2 --� EXIST ABUT WALL NOTE: THRUST PLATES 8c SHIELD SIMILAR © SEWER LINE. SECTION 1/2" = 1'-0" 7 —TOP OF ABUT WALL 14 l --',:TVA/V,./ (C ----EXIST EXPANSION _:4 FITTING 4 3-19-16 0 03 0 0 r m In z O In W cc I — w 0 m O d z 0._ER 4 ct‘CI 'R) a. '05O 2 U cn w Lb N o /0 S/036 * L — N �.Q LL > O cc 14> I- z p a J d W Z_ w w 0 z ONE EC U�< 00 �Nj m 00 NN �s 00 rEto OVN 1 o0 F,N n c� 0 mNd W a fY 03 J Z Z 0 Q W I M ULiS J Z 10_ Q 0 J 03 03 _z CEE CALIFORNIA SAN MATEO UTILITY DETAILS DESIGNED BY Cat J Lt DRAWN BY w CHECKED BY 0 CO 0 } m 0 0 Cr a a AS SHOWN PROJECT NO. 95094 SHEET NO. S-14 SHEET 26 OF 31 (95094S14) 95094.1 0 REDUCED SECTION LENGTH 0.500"±0.001" 1.50"±0.01" END VIEW 2.00"±0.05" 0.93"±0.03" AFTER GALV. WALL THICKNESS 0.25"±0.05" REDUCED SECTION WALL THICKNESS =0.073"±0.0005" SECTION A NO SCALE 15 45° BEVEL PLAN ID FRONT OF DISC — OD SINGLE SPRING AS INSTALLED ON STUD NOTE: FOR DIMENSIONS NOT SHOWN, SEE TABLE CABLE YIELD INDICATOR ALL DIMENSIONS ARE BEFORE GALVANIZING EXCEPT AS NOTED 1/2' GALV STEEL PLATE DISC SPRING — (PT SLAB SIDE) THICK STEEL WASHER NUT WITH THREAD LOCKING SYSTEM 12" SQR DISC SPRING 1/a ELASTOMERIC BEARING PAD, EA END GALVANIZED Z BAR WELDED FRAME W/ TAPPED HOLES FOR HOLD—DOWN BOLTS FACE OF BLOCKOUT \\\\\\\\\ti\\\\\ x STEEL SPHERICAL WASHERS 1" 0 DRAIN HOLE 1 6"x1 "x0' — EACH END BRIDGE SIDE NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL DISC SPRINGS AND WASHERS ALL DIMENSIONS IN INCHES, EXCEPT AS NOTED DISC SPRING STEEL SPHERICAL WASHER THICK WASHER L ID OD t H COLOR CODE ID OD NOM ID OD T* 00.0 — 25.0 1.00 2.00 0.065 0.130 WHITE 1.19 2.25 0.50 1.03 2.00 0.25 * MINIMUM VALUE NOTE: ALL OD AND ID DIMENSIONS FOR WASHERS AND DICS SPRINGS SHALL MEET THE DIMENSIONAL TOLERANCES FOR HARDENED STEEL WASHERS, ASTM F436. 13'-6" 6'-6" .70 CABLE UNIT @ MIDDEPTH — OF APPROACH STRUCTURE '4 t.. ti SECTION Kc 1/2" = 1'-0" RESTRAINER UNIT INSTALLATION PROCEDURE 2. 15 INSTALL DISC SPRINGS ON BRIDGE SIDE OF CABLE SYSTEM USING SPHERICAL WASHERS TO ALIGN DISCS TO STUD. DISCS SHALL BE INSTALLED FRONT TO FRONT AS SHOWN IN 'DISC SPRING' DETAIL. INSTALL CABLE YIELD INDICATOR AND SPHERICAL WASHERS ON THE APPROACH STRUCTURE SIDE OF RESTRAINER AS SHOWN IN 'CABLE UNIT' DETAIL. PLACE THREAD LOCKING SYSTEM ON BRIDGE SIDE STUD PRIOR TO SETTING THE CABLE. 3. TIGHTEN THE CABLE FROM APPROACH STRUCTURE SIDE OF RESTRAINER UNTIL THE DISC SPRINGS COLLAPSE AND THERE IS NO DISC GAP REMAINING BETWEEN THE DISCS. THE CABLE SHOULD BE APPROXIMATELY STRAIGHT WITH NO SAG. 4. PLACE THREAD LOCKING SYSTEM ON APPROACH STRUCTURE SIDE STUD AFTER TIGHTENING THE CABLE, BUT BEFORE BACKING OFF THE NUT. BACK OFF THE NUT AT APPROACH STRUCTURE SIDE A DISTANCE EQUAL TO MAXIMUM ADDITIONAL AMOUNT THAT THE APPROACH STRUCTURE JOINT IS EXPECTED TO OPEN AS SHOWN ON THE PLANS FOR MOVEMENT RATING. TOP OF SLAB OR SIDEWALK FACE OF BLOCKOUT CABLE YIELD INDICATOR (APPROACH STRUCTURE SIDE) -THICK STEEL WASHER 3/4"O CABLE �J !` \\\\\\\\\\\ uunulunuuuu CABLE RESTRAINER UNIT — TYPE 2 —' 21/2'0 GALVANIZED STANDARD STEEL PIPE. DEVIATION IN ALIGNMENT OF PIPE SHALL NOT BE MORE THAN Y" PER 4'-0" OF LENGTH OF PIPE AFTER CONCRETE IS PLACED. PIPE SHALL BE SUPPORTED AT ALL ENDS. PIPE SHALL NOT EXTEND INTO GAP AT BRIDGE EXPANSION JOINT. CABLE UNIT DETAIL 1 1/2"=f-0" 15 I 51A 3/8 SWAGED FITTING NUT WITH THREADED LOCKING SYSTEM STEEL SPHERICAL WASHERS 1 "0x1'-0" STUD (THREADED ENTIRE LENGTH) AND STUD, TYP APPROACH STRUCTURE SIDE NOTE: IF THE CABLE NEEDS TO BE SECURED FROM TURNING WHILE TIGHTENING, USE DOUBLE NUT LOCKING TECHNIQUE ON THE STUD TO PROTECT THE THREADS. NOTES: 1. RESTRAINER UNITS TO BE ON TANGENT ALIGNMENT. 2. ANCHOR NUTS SHALL NOT BE SET UNTIL 30 DAYS FOLLOWING COMPLETION OF PRESTRESSING. 3. THE ENDS OF PIPE SHALL BE COVERED OR CAPPED TO PREVENT CONCRETE AND DEBRIS FROM ENTERING THE PIPE UNTIL APPROACH STRUCTURE CONCRETE IS PLACED. 4. CARE SHOULD BE TAKEN TO ALIGN THE PIPES ON EACH SIDE OF THE JOINT. 5. ALL ENDS OF PIPES MUST BE FLUSH WITH OR SLIGHTLY RECESSED FROM THE CONCRETE. THE INSIDE EDGES OF THE PIPES MUST BE SMOOTH TO PREVENT FRAYING OF CABLES. W. 0 CAP HEAD 316 STAINLESS STEEL HOLD—DOWN BOLT, RECESS COVER 3/7 FOR BOLTHEAD 1/2' 0 LIFT HOLE IP 14"x 1/2'x1'-2" GALV. W/ EMBOSSED NON—SKID PATTERN DETAIL 1 1/2"=1' o 5y 3-19-16 5-15 0 J Cr 0 CO 0 0 >- 0 W I w 0 m 0 0 z PROFESSIONAL ENGINEER ce V" WZw O z EC w w F ✓ v< 0pi MD • 0O a M Q (I) 0 41:1 NN N M 2 00 7411- EoVN 1 10 Pto ')N LP) CALIFORNIA J P 0 RESTRAINER SAN MATEO DESIGNED BY DRAWN BY 2 W CHECKED BY 0 m 0 >- m 0 0 0 d a AS SHOWN W -J a 0 N PROJECT Na 95094 BRIDGE NO. 35C-0076L/R SHEET 27 OF 3 (95094S15) 95094.1 C O z a' y \ O a o " v o a W L r O ° acP N E s E E 0 ag C J U0110001 w I y N y E y o y yN 'aE a,.- 0 a` gt a a c0 -N 11' E Na N 4 U 00.) o E i2a`o v > a avJ O Ca d N N d c Ea of O v > v v a o v'a LT) •a m UO0D001 I.1000001 La) 0 m O w I 0 C 0 N O a E ❑0,10001 c J wL i a z0w Qw Uo (/)3 K w U >- w z NILMCC om 00 Do imam cm 0 • 3ZIS N N 0' C W U O N 0-C C - o C O p ° -- 0 E o n v Eon N Eft m 3 E E«° �£o oaC o W J m a O. - CD z 0 z ow 20 0 O U N at JET BORING 02 Mr 0 C' 05- 1.11 m 0 a o U_ (Cg vmg C t C 0 0 c m N L2Z15 J Is/ z 0 U w U /-- 2 o ix re oo w J w LLI 0_ CLAYEY SILT 141 FILL MATERIAL � < U x a 0 My QY Z w0 W0 2 cow ce 111111 `0 L Y0 ga �a > UY ma 0 r)- r >- a a a� a -J o N 2i n o0E1E100 El According to the Standard Penetration Test .c c.) o ,00 w r 0 x 00 0 0 U q a) a C 2N d' , Of M ID 0 C 0 0 N 0 0 A N N c 0 ac � o O 0 o n c o N L U d E a E 0 .-, 0 C 0 a) .0 O a) 0 a).. o-' E cc -c N O - c a w o c o m o a C v • co o U w Lc N 0 -C 0 0 0 U) 0 0 115 105 95 85 75 65 55 45 35 25 15 5 - 5 -15 - 25 B-1 4' N 48°05'00" E u 7--WWLOL 0 0 30 WWLOL VA 0 H -H LLI N 0 1- in D ID Q o: u u 6 u u PLAN 1" = 40' 6 r, :0: :0: 1 1 o 11 101 101 1u Q lu 0 0 u 6 II :o U B 2 4" WWLOL 33 R=1320'f MARINER'S ISLAND BLVD Stn. 29+24, 36' Lt. of CL. EL = 106 17 136 9 1241 9 164 1 164 76 2 164 72 8.8 9217.7 88 7.9 92 7.5 A 3-1 I4„ PAVEMENT, 17" A.C. over 12" A.B. FILL, SAND, brown to light brown, fine- to coarse- groin ed, gravelly (fine, angular to subangular), some silt and clay j damp, medium dense (grades to GRAVEL (GW) brown, fine to coarse, angular to subrounded, with sand (fine- to J coarse -grained) medium dense, some silt and clay at 4 ft.) (grades to SAND (SM) light brown, fine- to coarse -grained, silty with gravel (fine, angular), moist, medium dense (SM), at 6 ft.) blue green at 7.5 ft.) CLAY, mottled gray and black, silty, moist, trace organics, sulphurous odor, firm (BAY MUD), (CH) \ (gray, very soft at 15 ft.) (occasional shells and organics at 29 ft.) 192 31 164 21 117.6 31 136 12631 33 164 20 h7.6 1571 36 164 18 118.1. 115 164 1721 34 164 110126 64 29 115.1 31 114.1 36 64 1771 43 164 24 116. CLAY, green -gray, silty, trace sand (fine- to coarse -grained), trace gravel (fine, subrounded), very stiff (CH) SAND, light brown, fine- to coarse -grained, some gravel (fine, subrounded), trace clay and silt, dense (SW -SC) CLAY, mottled light brown and olive gray, silty, trace sand (fine- to medium -grained), occasional gravel (fine, subrounded), very stiff (CL/CH) SAND, brown, fine- to coarse -grained, trace silt and clay, medium dense (SW -SC), interlayered with CLAY, light brown, silty, APPROXIMATE GROUND SURFACE EL = 100 N / 11341 20 164 2 36 ANTICIPATED GROUND WATER ELEV = 92.0 some sand (fine-grained), very stiff (CL) 3 CLAY, olive gray, silty, stiff (CH) (seams of blue-green silty clay) 172111 164 / 55/3136 61110.4 CLAY, blue-green silty to layey silt, trace sand fine-grained), very stiff CH/MH) CLAY, blue -gray, silty, firm (CH) CLAY, blue -gray and mottled blue gray and brown, silty, to clayey silt trace sand .„........ (fine-grained), very stiff (CL/ML) 21 36 October 12, 1995 Logged By. RNB SAND, gray, fine- to coarse -grained, trace to some clay, very dense (SW -SC) SILT, gray, sandy (fine-grained) to silty sand, trace clay, very stiff to medium dense /SM) contains seams of silty Y (CH) at 120 ft.) 30 31 PROFILE HORIZ 1''= 20' VERT1"=10' Stn 32+20 42' R. of CL 76 76 0 64 43 1.51(C 92 7.7 79 18.5 B-2 4" FILL, GRAVEL (GM), brown, fine, angular, with sand (fine- to coarse -grained) trace silt and clay, occasional cobbles, dry, loose (GM) CLAY, mottled gray and black, silty, trace to some organics (BAY MUD), stiff, C very soft at 5 ft.) 31 164 22 117.11 CLAY, blue -gray, silty, very stiff (CH) 11341 33 164 29 115.11 CLAY, mottled blue -gray and brown, silty, very stiff (CH) 14 136 I I 15 164 \. 29 5. 35 164 • \` 29 115.41 173/10"1 64 68 64 20 q74 19 117.9 I 49 136 .. ::17 1621 8 64 191 1 8 164 65 6619.7 15361 67 64 ... ..� ,,1s h7.6 .. 12591 39 164 164 23 t16.71 / I I October 13, 1995 1 Logged By RNB 32 SAND, brown, fine- to medium -grained, clayey, slightly cemented, medium dense (SC) CLAY, mottled blue- ray and brown, silty, stiff (C interlayered with SAN (SC), brown, fine- to medium -grained CLAY, mottled olive gray and brown, silt to clayey SILT, stiff (CH/MH) CLAY, mottled blue -gray and olive -brown, silty, stiff (CH) CLAY, brown, silty, with sand (fine-grained), very stiff (CL) SAND, brown, fine- to coarse -grained, some gravel (fine, subrounded), trace silt and clay, very dense (SW -SC) CLAY, olive -brown, silty, some sand (fine-grained), occasional gravel, hard (CL) SAND, dark gray, fine- to coarse -grained, trace to no silt and clay, dense (SW) (increasingly coarse -grained, some gravel at 82 ft.) CLAY, blue -gray, silty, firm (CH) (trace organics at 95 ft.) SILT, green -gray, some sand (fine-grained) some clay, hard (MH) SAND, dark gray, fine- to coarse -grained, dense (SW -SC) CLAY (CL/CH), olive brown, silty, very stiff (CL/CH) CLAY, blue -gray, silty, very stiff (CL) 33 Ugl 115 105 95 85 75 65 55 45 35 25 15 5 -5 15 DATE' 7/23/9 7 SEE UPDATED PLAT 5 3-19-16 5- Ic0 z o_ N 5 W 0 z 'fists W CD C in z Q � W m O -J O 0 ft -J DC CALIFORNIA SAN MATEO TEST BORINGS O CD 0 -J DESIGNED BY N >- m re re O CHECKED BY APPROVED BY AS SHOWN J a U PROJECT NO. 95094 BRIDGE NO. 35C-0076L/R SHEET 28 OF 31 (95094S16) 95094.1 cr 0 U- 6 Z m U0p0001 1n U030001 w w w Z O w U 0 W z N a 0 „ 0 E C a cn m '0 O M c yahoo N dC Uo 60 v " 0 O 3 O M oo�E0 v c y E a w o_ a C 0 a Ce az z F- 0 00 u 00 0 w 0 m Q CO f - • fl LJ 1ZIS v a) Ei a_ U ws cp U 2 517,' z 0o zco ow a o0 oC My O a' O= NV v W o Oa w o°U 0 up N 0, c o f O 0' V C- V 0.2 _p V ✓ C a) oy Eon "Ea a o E co 8 EOE °Eo U W 0 a) > JET BORING L 3215 � 0 w z 0 W O w Z 0 00 I - wO z 4J w w a 00 0 20; Co 0 0 a o2 v" F- a CLAYEY SILT J a a J CC F N Z 0 MyW cO HO Z w wo - cc 111111 U a 0 }0 `o JQ JO UN fr-c J 91 o o >- ofoo a Z J < Za ZJ J oo' < fn 0 No V)!n N EIDE:10El El According to the Standard Penetration Test 0 0 w P °m x 0 g_ .0 n n d r L. > > > 0 C 0 0, m a o k C :Pm- N c o am I 0 W M I I I I0 0 O r Of O (o In A C 0 0 0, N 1n 0 c* O 0 ac s to • o • •E a o W L V m E .c m • E • 0 d Li M N C O U 0 a 0 t 0 C) 0 E • 0c 0- c w 0 o c Co • z a 0. w e • Co o w U. 115 105 95 85 75 65 55 45 35 25 15 5 -5 -15 -25 B-1 N 48°05'00" E 1. '1 1 30 1 WWLOL t. L1 WWLOL P 9 0 B-2 PLAN 1" = 20' r 7 0I 00 00 I_ -I F- u) Z u7 ml�r 0 141 -H W to N �0-) 00 ;rO < 4 (0 L i e1 c, I L 1, WWLOL 33 co r --- D < y 00 I0 Ill Ijl 1 11 11 R=1320'± Stn. 29+24, 36' Lt. of CL. EL = 106 1 27 1.4 10.51 13 12.5 1 1 12.5 PUSH 3 / / 561 721 / 491 921 50188 2 12.5/,48192 14 01 34 12.5 /11A 21 31 11.4 5.5 31 2.5 11.21 32 12.5 111 201 1151 181 13 2.5 13.61 27 12.5 / 97 29 12.3120 12.5//93131 / 25 12 5 3.7128 12.5/ / 11.51 7 12.5 112 11.4 1041 241 66 61 October 12, 1995 Logged By. RNB 8-1 I4„I PAVEMENT, 17" A.C. over 12" A.B. FILL, SAND, (SM) brown to light brown, fine- to coarse -grained, gravelly (fine, angular to subangular), some silt and clay, damp, medium dense (grades to GRAVEL (GW) brown, fine to coarse, angular to subrounded, with sand (fine- to coarse -grained) some silt and clay at elev 102, medium dense) (grades to SAND (SM) light brown, fine- to coarse -grained, silty with gravel (fine, angular), moist, at elev 100 medium dense) (blue-green at elev 98.5, medium dense) APPROXIMATE GROUND SURFACE EL = 100 ANTICIPATED GROUND WATER ELEV = 92.0 (GROUND WATER ELEV WILL APPROX BE ELEV OF WATER IN LAGOON) CLAY (CH), mottled gray and black, silty, moist, trace organics, sulphurous odor, firm (BAY MUD) (gray at elev 91.0, very soft) shelby tube pushed with 140 to 170 psi) occasional shells and organics at elev 77.0, very soft) CLAY (CH), green -gray, silty, trace sand fine- to coarse -grained), trace gravel (fine, subrounded), very stiff SAND SW -SC , light brown, fine- to coarse -grained, some gravel (fine, subrounded), trace clay and silt, dense CLAY (CL/CH), mottled light brown and olive gray, silty, trace sand (fine- to medium -grained), occasional gravel (fine, subrounded), very stiff SAND (SW -SC), brown, fine- t coarse -grained, trace silt and clay, medium dense (CL), interlayered with CLAY, light brown, silty, some sand (fine-grained), very stiff CLAY (CH), olive gray, silty, (seams of blue-green silty clay), stiff CLAY (CH/MH), blue-green silty to clayey silt, trace sand (fine-grained), very stiff CLAY (CH), blue -gray, silty, firm CLAY (CL/ML), blue -gray and mottled blue gray and brown, silty, to clayey silt trace sand (fine-grained), very stiff SAND (SW -SC), gray, fine- to coarse -grained, trace to some clay, very dense SILT (ML), gray, sandy (fine-grained) to silty sand, trace clay, contains seams of silty CLAY (CH), very soft to medium dense 30 31 PROFILE HORIZ 1"= 20' VERT 1" = 10' Stn 32+20 42' R. of CL .81 32 2.5 PUSH 3 PUSH 3 I 0 12.5 45 2.5 73 43 49 92 541 791 / 1091 221 12.81 36 ► 2.5 // 961 291 t. MARINER'S ISLAND BLVD B-2____ FILL, GRAVEL (GM), brown, fine, angular, with sand (fine- to coarse -grained) trace silt and clay, occasional cobble, dry, loose CLAY (CH), mottled gray and black, silty, trace to some organics (BAYy MUD), stiff, (very soft at elev 95.0) (occasional clay fragment) CLAY (CH), blue -gray, silty, very stiff CLAY (CH), mottled blue -gray and brown, silty, very stiff 14 11.4 I 1 114 12.5\.Ks7 29 132 12.5 V7< 96 2s / / 1 17 134 11.4 :. 11.31 5 1 2.5 11.91 5 12.5 621 651 621661 111.21 44 ► 2.5 '' � 111 19 1.574124---1-21r 1 16 12.5 \\ 1061 231 October 13, 1995 I Logged By RNB 32 SAND (SC), brown, fine- to medium -grained, clayey, slightly cemented, medium dense CLAY (CH), mottled blue -gray and brown, silty, interlayered with SAND (SC), brown, fine- to medium -grained, stiff CLAY (CH/MH), mottled olive gray and brown, silt to clayey SILT, stiff CLAY (CH), mottled blue -gray and olive -brown, silty, very stiff CLAY (CL), brown, silty, with sand (fine-grained), very stiff SAND (SW -SC), brown, fine- to coarse -grained, some gravel (fine, subrounded), trace silt and clay, very dense CLAY (CL), olive' -brown, silty, some sand (fine-grained), occasional gravel, hard SAND (SW), dark gray, fine- to coarse -grained, trace to no silt and clay, dense (increasingly coarse -grained, some gravel at elev 18.0) CLAY (CH), blue -gray, silty, firm (CH) (trace organics at elev 5.0) SILT (MH), green -gray, some sand (fine-grained) some clay, hard SAND (SW -SC), dark gray, fine- to coarse -grained, dense CLAY (CL/CH), olive brown, silty, very stiff CLAY (CL), blue -gray, silty, very stiff 33 115 105 95 85 75 65 55 45 35 25 15 5 -5 -15 -25 3-19-16 a 0 >- m h2 O Z REGISTERED PROFESSIONAL ENGINEER PLANS APPROVAL DATE 14ARZAk Consulting Engineers & Scientists W 0 CO J (13 Z Z o W U L0Un 0 z OWw 0 L o ___I m EE Q CALIFORNIA SAN MATEO LOG OF TEST BORINGS DESIGNED BY 2 N >- m a K 0 CHECKED BY APPROVED BY AS SHOWN w J a U m PROJECT NO. 95094 SHEET NO. S-16 SHEET 28 OF 31 (95094516) 95094.1 " L N 4 8 � 0 5 '