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HomeMy Public PortalAboutMarina Lagoon Branch Bridges Replacement at Mariner's Island Boulevard, Project No. 09-90-14.31Cre 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&#6 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&#5 REINF ONLY — 1 BAR DIA TYP MECHANICAL LAP SPLICE AND ANCHOR ti 4 1/2" 5" LAP BAR NOTES: #4,#5&#6 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 48�05'00" E BORING #10 TESTS T ARTlnCUlil TESTS T fiCLOICI STYRL CHANGED VOISTURE TEST WG5W111 00(150X[ 00 POUNDS PER SOARS FIN PER CENT flat. 20)151 01 EXPRESSO AS A PTCENIAGI Or VII Ur HEIGHT or SOIL - ( I 5 1 PW M 1R C FIG OCT 000 CENT ( or THE GRIM E[TT Of SOIEXPRESSED 15 L -��1 0(0 ClOT 1 or 1x1 SIT HEIGHTTI Or Lou 1500 . 10 - ISO DIRECT SHEAR - STRAIN CONTROL 455 - Tao - VOA I- YIELD POINT MIMING STRENGTH IN LOS. ILA Sp. FT. - IIMININI - ULTIMATE SKIING MOWN IN LDS. PER 10. FT. NTREMESCM - PW SHEARING STRENGTH IN LBS. PER SO. FT. CEICESNOCIO I I I iO% - +r0 - I0% VMS POINT SHEARING TAMGTN. IN MI. PM Sp. Fr.- 113003:1210:133 ULTIMO( SHOEING STREWN IN Ler. PER sp. FT. MA 11(00100 SMOOTH IN LOS, PER Sp. ET. TRIASIAL 50,9 - SOT UNCONFINED COMPRESSION YULE POINT MUSING STRENGTH IN LOS. PER SQ. Fl. 121001" 1" 11 1 - WRITE OU01N0 STRENGTH IN LIS. FIR Sp. Pr. swims - PEAK OWING STRENGTH IX LOS. PEN SI. FT. KEY TO TEST DATA v INDICATES DEPTH IF 0000TURI1 SMILE v IN015TSS 0LT$ OF DISTURBED SIMILE a 002I1T1 DEPTH OF UKT"D 0TOMS 1111 I RLMOVEN, v 1.20150050 DEPTH OF SUVW0 PENETRATION TEST a INDICATES WIN �o LENGTH OF COINS NH KEY TO SAMPLES Ni I I I 0' 1. 3b L 0 r_WWLOL w w N O O i- In D z;n m;1-- i� - 7' C)I -1 L? WWLOL-" p JPR DESCRIPTION MAJOR DIVISIONSED'Qo Q. 10170411. UIMILE ON - FINLSL Uxe CLEAN W"LLS RI ao 1 I W ' I it-al t ( 3�� ; i s } D 0000 == y 3$ Z ry . a a " S 2 " I. -/ N 11E II it 01 .+- Y�� $F - ��. 01 " W Ua CAUSE RLr LD CAMELS ON WLE SAND MIXTURES, LITTLE w 00 FINES pl 111 GRAVELS. w"LL.SLNwslll CS UA"LSS Nu ' FLN[S CUTE? GAVELS. G.Y[L. S.ND.(TY ISTURLS Ramat 1" R�" " j'En.-. � !.7f_ n HELL -GRAM SANDS 00 CEAVatT SARI. LITTLE OR AO FINES CLEAN SANG Inuit or as floes) o - C - tea: " Hs pia "1' fZ _ j 4 R� Sj�� j��n I����Q ` s N Fo�TT.GRAD O SANG o4 Gulls( MHOS. LITTLE OR NO EINES OH SILTY sT i, SAND -SIT N1rHES uxm MITI FINES 1 SC CLAYEY SOWS. GNO-CUT HLTUR1 � of tines) ML Ei0MI1 PUS OW VERY FINE SANDS. " 0(N ILWN SILII ON CUIT FIH 0x10 00 cLrn slue vux suLx, PLASTICITY uIT SOOT SILTS AND CLAYS uw10 RANT LESS IwH So -= -e H S.1 �� � I n iS Y S it� A' GA S 3 E 4S C iS ii CL IM�UNI CLAYS OF LOW IB NC�'IOM UIIIIL GA"MU EUT G"M Curs, SILO? Curs, RELY CUTS i//i 0. ORGANIC SILTS AND ORGANIC SILT -CUSS OFLW IuIIICITT 02. INORGANIC SILTS. IIULOR, II OIUOrACEWS FINE SANTO CI SILTY SOILS. ELASTIC SILTS SILTS AND LEPLO LIMIT CLAYS S� RION 00 04 H 0104 GU T xIC CLAYS Of 0I PLASTICITY. Culs 0x PLASICITU'W GI( SIN,{ HG IF Plat AND OTHER HISAO ORGMC SOILS HIGHLY ORGANIC SOILS SOIL CLASSIFICATION CHART 8 ICY TO TEST DATA 1 r �� I C I IT 10 IS [0 25 SO 35 40 SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSMIGTION SYSTEM so 10 / 50 Al Ej 3� n A LIKE 20 Is. WI +0 M\ . < INL OLI � +0 2v 1 " SO 0 D w BD la LIWIG LIMEY PLASTICITY CHART 10 Y)5 BO r5 r-"-1 BORING #111�i 1 i i I 1 ..J PLAN 1" = 20' 0 JRING 10 aN AMA.. STRENGTH < , - V^AL RESISTANCE IN L145/30.FT. CO wee ma .000 Raw moo Moo rA 1 ...... ...... .. .. ._. ._ 011.00 CN IU000 CR V[NIN 151101114 101001 N DN00 IRA .0.... WOOER OAR N 11 R�� P00.101% -IS ma 110111 051.40 /4 T75.04 130.5t ETA -110 P " 0105011 70( 04 41 j C" M�C0r0 y0p s0 BR 1 L 101.104 1 M GE 00.06 C" P3 D LA 3100-TNI.00 (0111 11(X1 4e}., 220 ORAI 04%-I / (200.500.50 BIN LOG OF BORING BB T ROHR SILT? CLAY NIIN ION ANC SIMIMA0( CRACKS 0001 O 10 SOFT AND N>U11 SITE CLIT (VERY SOFT) �1 EL It II SOFT) GREEN <LAIC, SAND WITH 50111 IINSE TO VERY DENSE) DROWN IND GRAYISH DR� SILT I STIFF) AIIR !WWII SAND WITH SOH SIT ORON" AND GREENISH BRONX SILTY (0(51 SIIfFI 1403 11111 SOH 0W FINE SANG) IMO II SUM IH LINTER SAND) -H w N) N " L cl P Q SOURING Y-iENO-N No FRiCTIONAL 0(EIRTAN00 w L 5./110. 911 WWLOL --BORING II ('3 -H : Ir co IdN coe BDW ono ,BMA 5�w IW0 moo Et 5r" .500 0...2 ISf..1J t 011 LIO {AN AHD AOLN SILTY (Lev. . OP SOH Mb mun M S (�' . oN. III x Dion SOOT 11UV Wu Miry Nrll Ia. 1 nO.T N Aug )(RR PIMPS 00 S M , C( 52251) PoIntls Lx HOMO GREEN exo 00005 SILTY ELI WC OF GRAVEL III. SITTE) A 115.40 IF r.F-5" r4F a 50 1500.20.105 TRACE IORADOI TWI0O $0110 0x0 LRAI F 55 ,o 24%.10 N (SOOTIO1["IT"1W'TV wi 011 Iwe�II TO STIFF I (1050001 TO 0(00 512001 " 5 so 2400.2,5-0 SO 25.10 W NS pa / + 4X '< 59, (L TCTIL[0 ARPM 000 O[[XISx IP('xx SOOT !E Uv.tt1[v 5400 ISTIIFI w LOI T"[ IO 0H v RAVa IDENSIY UREMIA/ I" ROOMS or ataL. ERA 0 wIM15" an 51LT CLAY 15T I0I1 TO wr..,i re 101-n0 DD LM...5 PS V 1/100000 WITH �0050 TES[TOT TONI 11110110 IUr ST II 1 M[M AMD GPx 1000 0000 IEX{ TO �  1,1t0:90:2:41,041.".:5 10000 4010{L WITH R CLOT IIXS( "WITH O LINT Uxm L AI. SAxo ITN V(T0011W IS IIrr ICR 00 x5 -It. VS 1� 115.150 IM 400 200.10 115 (SRe01"� HUH GRAM) CH GREENISH 0005Y'51RI1HTX 120 34%-N0 10. *no Y1..4 LOG OF BORING I lI BORING #9 R=1320'� e E 5 45 10 NO 744 c MARINER'S ISLAND BLVD LHJRIMre 9 SN ram STRENGTH IN0 FRIOT ORAL RENSTRNLE IN LSS./SO.FT ,1.,, 000 wee wee wee 409.1 Bl%.4e E�� y O Ifwe OTT.40 IS 0 5 500.0$-SB r 0 1S -Ss 0000 10.011-15 mo olm I g��M tY' a .Y-- 2]1.106 ir A T1 -se Ee00.J05-S5 . . . 4 Pr j r 122 r20%2102 .ser nfaw '00.,N 42% -Bs 410.�4 405.0 LOG OF BORING LN TAY N0 A WWII SILTY SLAT WITH WL [110100 AND 5MIMMSS S.UUS IS1rFI 0ORADI x0 To "1DSw STIFF AND MIST) 14 MG1000 SILST CRAY (5011(0 MT 141.401 10000100 TO VERY SOFT) L --MATER LEVEL Y[OLINIIOTO SOFT NI Ix CCUIE� LN 51(0151 0(�S SWOT LLLI IAL(MMIIOO sL UTUS " 0 N`0 111(0(1 IGNA11110 TO U(N, IRISH IN COLON) sv a 'GRADING WITH"POa���oi SANG CLAY) (1000000 WITH SONS OROTILI CI. GRIT 50X00 CUT (STIFF) M FOULED GRAY AND GEM S�� CUT (TORT Sti r CL 0000 GNAT SILTY CLAY ITIN? min) CN 00TTLCLOTM Irur IHu"Suf1No RASH �I� ITN n GREENISH GEM "ANDY Etta (STIFF) N CRL(NI1N GRAY Silty CLOT IHER? STIFF) (GRADING TD SNn 'GRADING To H,NN SIfFI BROWNISH GIRO CLAYEY SAND (Wan Get/NISH GAT SONS) CLOT ("U0 STIFF) 3-19-16 REVISIONS 4 4 0 z /W NV CO N W ct U H a Z O W � CO 0 ,"' 0 ^J z pI.L Is' w Q cv t 0 1..10 m cQ CALIFORNIA SAN MATEO DESIGNED BY 2 U) >- m a O_ CHECKED BY APPROVED BY AS SHOWN w U In PROJECT NO. 95094 SHEET NO. S -16A SHEET 28A OF 31 (9594S16A) 95094.1 GENERAL NOTES SYMBOLS AND ABBREVIATIONS: CITY OF SAN MATEO STANDARD PLANS APPLICABLE TO CONTRACT WORK ON THESE PLANS SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND LOCAL CODES, RULES, REGULATIONS AND ORDINANCES OF ALL AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) TELEPHONE No. (800) 642-2444 PRIOR TO START OF WORK AND ENSURE THAT ALL EXISTING UNDERGROUND UTILITIES ARE IDENTIFIED BEFORE BEGINNING ANY EXCAVATION WORK. 3. THE LOCATION OF PROPOSED INSTALLATION AS SHOWN ON THESE PLANS IS SCHEMATIC ONLY. THE ACTUAL LOCATION WILL BE DETERMINED IN THE FIELD BY THE ENGINEER DURING CONSTRUCTION. 4. THE UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND SHALL BE PLACED TO A MINIMUM DEPTH OF 24 INCHES BELOW THE GRADE, UNLESS OTHERWISE NOTED. 5. NEW CONDUCTORS SHALL BE STRANDED COPPER WITH TYPE THW INSULATION. AND SHALL HAVE CLEAR, DISTINCTIVE AND PERMANENT MARKINGS ON THE OUTER SURFACE THROUGHOUT THE ENTIRE LENGTH SHOWING THE MANUFACTURER'S NAME, INSULATION TYPE LETTER DESIGNATION, CONDUCTOR SIZE AND VOLTAGE RATING. 6. GREEN INSULATED GROUND CONDUCTORS SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUIT WIRING. 7. SIGNAL INTERCONNECT CABLE SPLICE SHALL BE ONLY IN SIGNAL CONTROLLER CABINETS. A MINIMUM OF 8 FT SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET. 8. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE, AN UP TO DATE "AS - BUILT' DRAWING SET. THE "AS -BUILT' DRAWING SET SHALL REFLECT ALL APPROVED CHANGES TO THE DESIGN DRAWINGS. THE "AS -BUILT" DRAWING SET SHALL BE KEPT CLEAN AND IN GOOD CONDITION AND SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. 9. UPON COMPLETION OF HIS WORK, THE CONTRACTOR SHALL SCHEDULE AND PERFORM A COMPLETE FUNCTIONAL TEST TO DEMONSTRATE TO THE OWNER THAT THE NEW INSTALLATION IS OPERATING AS INTENDED. ANY DEFECTS OR DEFICIENCIES IN THE MATERIALS OR WORK SHALL BE CORRECTED IMMEDIATELY BY AND AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL REQUIRED ELECTRICAL PERMITS AND INSPECTIONS. 11. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR WITH THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE OWNER AFTER THE EXECUTION OF THE CONTRACT. 2 CKT CITY DIA (G) HPS LTG NO. PB PG&E PROJECT NOTE NO. 2 CIRCUIT CITY OF SAN MATEO DIAMETER GROUND HIGH PRESSURE SODIUM LIGHTING NUMBER PULL BOX PACIFIC GAS AND ELECTRIC COMPANY J 3-1-161 STANDARD ALUMINUM ELECTROLIER 3-1-165 STANDARD PULL BOX INSTALLATION THE CALTRANS STANDARD PLANS APPLICABLE TO CONTRACT (1992 EDITION) ES -1A SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, SYMBOLS AND ABBREVIATIONS ES -1B SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, SYMBOLS ES -5A ES -5B ES -5E ES -6B ES -7A AND ABBREVIATIONS SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTOR SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTOR SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS, DETECTOR LIGHTING STANDARDS TYPES 15, 21 AND 22 SIGNAL, LIGHTING AND ELECTRICAL DETAILS, STRUCTURE INSTALLATION ES -7C SIGNAL, LIGHTING AND ELECTRICAL DETAILS, STRUCTURE INSTALLATION ES -7D SIGNAL, LIGHTING AND ELECTRICAL DETAILS, STRUCTURE INSTALLATION ES -7E SIGNAL, LIGHTING AND ELECTRICAL DETAILS, STRUCTURE INSTALLATION ES -8 SIGNAL, LIGHTING AND ELECTRICAL PULL BOX DETAILS ES -13 SIGNAL, LIGHTING AND ELECTRICAL SPLICING DETAILS ES -14 SIGNAL, LIGHTING AND ELECTRICAL WIRING DETAILS AND FUSE RATING SYSTEM, ELECTRICAL SYSTEM, ELECTRICAL SYSTEM, ELECTRICAL SYSTEM, ELECTRICAL SYSTEMS, SYSTEMS, SYSTEMS, 3-19-16 REGISTERED PROFESSIONAL ENGINEER PLANS APPROVAL DATE 0 C U. L 4) a) L CP ci DU) -°o �5 gym^ - Ctoo4 U tO t0 0 I I -If- I- CO CO ., I- VG C) 02 r in aw a 0 0 C) 07 PROJECT NO. fl' V W a0 U Z Z W W m U Z J O� O W QCt J Q Z a CALIFORNIA SAN MATEO SYMBOLS & ABBR F- O J LIJ Z W CD DESIGNED BY DRAWN BY T. DUONG CHECKED BY APPROVED BY W z 0 w J U PROJECT NO. E-1 SHEET 29 OF 31 a F- BORDER = .34x22 SCALE = 40 SANMAT--D ........... ............................................... ..........................: 27+LO LIMIT OF UNDERGROUND CONDUIT DEMOLITION 2' . 28+00 RC ntriTriern 29+ }k$ :Rs:j IBC 30+0..0 IRC . 1:1.1111111,i 1111111... 3.3.x...0. 1 • TO PG&E SERVICE SPLICE BOX I fli' A Trfl A T er\I ITI 1 f/\1 hill LUV/ I LU N I JUL/ I n UUUIVU SIDEWALK OF MARINERS ISLAND BLVD. NEAR ENTERPRISE ST. r PG&E 30X ........................... 1 2 3 4 5 6 7 8 9 0i 11 f LA\ = 40 PROJECT NOTES: RS AB. EXISTING ELECTRICAL ITEM TO REMAIN UNMODIFIED. EXISTING 2"C FOR INTERCONNECT CABLE AND 2 DLC CABLE SHALL REMAIN. REMOVE CONDUCTORS. EXISTING 2"C WITH INTERCONNECT CABLE ATTACHED TO BRIDGE STRUCTURE SHALL BE REMOVED. EXISTING (4) TELEPHONE CONDUITS TO REMAIN UNMODIFIED EXISTING 5"C (TCI) ATTACHED TO BRIDGE STRUCTURE WITH TELEVISION CABLE SHALL BE REMOVED. TRAFFIC SIGNAL PULL BOX. TELEVISION CABLE PULL BOX. PROVIDE TEMPORARY PULLBOX FOR SIC CABLE AT THE BEGINNING BRIDGE CONSTRUCTION. ROUTE 2"C TO UTILITY TEMPORARY SUPPORT IN THE MEDIAN FOR TEMPORARY SIC CABLE DURING CONSTRUCTION. EXISTING CITY STANDARD TO REMAIN. EXISTING CITY STANDARD TO BE DISCONNECTED AND REMOVE. TAKE NOTE THIS STANDARD WILL BE REINSTALLED AT THIS SAME LOCATION AFTER BRIDGE CONSTRUCTION IS COMPLETED. SEE NOTE 15 ........................ .... S.. ........ .......... .......... AB 13 14 15 16 rinA .........:.. .- 10 11 15 _ .. ..............: 1.4.. 121 EXISTING PULLBOX TO REMAIN, CONTRACTOR SHALL REPLACE PULLBOX COVER WITH A TRAFFIC RATED TYPE AND ADJUST TOP OF PULLBOX ACCORDING TO THE TEMPORARY DETOUR GRADE. 1 1/2"C WITH 2 #8 +1 #8 GROUND. PROVIDE TEMPORARY LIGHTING STANDARD DURING THE BRIDGE CONSTRUCTION. THE STANDARD SHALL HAVE A 150W HPS LUMINAIRE WITH 240V INTEGRAL BALLAST, PHOTOCELL AND 8'-0" ARM ATTACHED TO WOOD POLE 30'-0" ABOVE GROUND LEVEL. PROVIDE A 40'-0" HIGH WOOD POLE. REINSTALL EXISTING CITY STANDARD AND PROVIDE (N) FOUNDATION AS REQUIRED. ALL TEMPORARY EQUIPMENT NO LONGER REQUIRED AT THE END OF CONSTRUCTION SHALL BE REMOVED AND DISPOSED, EXCEPT CONDUIT NO LONGER USED SHALL BE ABANDONED IN PLACE. PULLBOXES AND TEMPORARY STANDARD SHALL BE REMOVED AND BECOME PROPERTY OF CONTRACTOR OR AS DIRECTED BY THE ENGINEER. 3-19-16 In 0 Cr oz REGISTERED PROFESSIONAL ENGINEER PLANS APPROVAL DATE 6 C Ord- -o.0) d0 O U)N �Incn - TDrorn I7 CO CO 0 0 CO CO 0ss PROJECT NO. I Il W 0 0 m I U H- z z W c1 my z Q O O Q� J z CALIFORNIA SAN MATEO z Q ELECTRICAL DEMOLITION DESIGNED BY T. DIWA DRAWN BY T. DUONG Q CD z CHECKED BY K. APPROVED BY w Q Cu PROJECT NO. E-2 SHEET 30 Or 3I PROJECT NOTES: 1 1/2"C (LIGHTING) 1 1/2"C (LIGHTING) 2"C (SIGNAL INTERCONNECT) 31+00 V! /-\ f\ I N /-\ LAGOON 'A\CH SECTION N.T.S t, MARINERS ISLAND BLVD . .............. . ...................... .............. 33+00 PLAN 1" = 20' 1 2 3 4 5 6 7 8 9 LJ 1 1/2"C, 2 #8 (LIGHTING) 1 #8 (GROUND). PROVIDE 150W HPS STANDARD WITH 240V INTEGRAL BALLAST AND PHOTOCELL. SEE CITY OF SAN MATEO STANDARD SHEET 3-1-161 FOR ADDITIONAL REQUIREMENTS. PROVIDE 70W HPS FLUSH SOFFIT LUMINAIRE WITH 240V BALLAST, AND INSTALLED ACCORDING TO CALTRANS STANDARD PLANS ES -7E. UNLESS OTHERWISE NOTED ALL PULL BOXES SHOWN ON THIS SHEET SHALL HAVE THE LID WITH INSCRIPTION TO READ "STREET LIGHTING". SEE CITY OF SAN MATEO STANDARD SHEET 3-1-165 FOR ADDITIONAL REQUIREMENT. TRAFFIC SIGNAL PULL BOX. 2"C, 12 PAIR #20 CABLE (SIGNAL INTERCONNECT CABLE) 2 DLC (LOOP DETECTOR LEAD IN CABLE) SEE GENERAL NOTE No. 7. 2°C, 12 PAIR #20 CABLE (SIGNAL INTERCONNECT CABLE) 1 1/2°C, 2 #8 (LIGHTING) 1 #8 (GROUND). 2"C, 12 PAIR #20 CABLE (SIGNAL INTERCONNECT CABLE). SEE GENERAL NOTE No. 7. PROVIDED TYPE 2A ADVANCE LOOP DETECTOR, INSTALLED ACCORDING TO CALTRANS STANDARD ES -5B. PROVIDE PHOTOCELL LIGHT CONTROLLER FOR SOFFIT LUMINAIRE TO THIS POLE. 51 CB ...................... ............................ .............. ................ 8 33 ......3.3f 00 .................... ............... ............... TO FOSTER CITY ............ ................................. ................... THIS PLAN ACCURATE FOR ELECTRICAL ONLY. 3-19-16 REGISTERED PROFESSIONAL ENGINEER PLANS APPROVAL DATE 0 0 n (0 m rn PROJECT NO. on W 0 C F — Z Z W mU Z J O O W CD Qct J CALIFORNIA SAN MATEO ELECTRICAL PLAN DESIGNED BY DRAWN BY T. DUONG CHECKED BY APPROVED BY 0 N II W J U PROJECT NO. E-3 SHEET 31 of 51 128075 NO. REVISIONS DATE ADOEN0a 007 0 o GRADING LEGEND 1.0 0 y VVY :':.:4,J A_A 4:.4h:a4:+. 1..+n.-4J..e--A.-4..4.1.-.4-hzArk-J71Clu:'t, A 1� C, z a 0 qZq m 5 w O U 2 NOZ Z + p 3 to Z 1.1J N W m r . ... _.. _..... .... SPOT ELEVATION IN FEET ABOVE TOP OF SOUTH CURB OF MEDIAN AT THE NEAREST POINT CONTOUR ELEVATION IN FEET ABOVE TOP OF SOUTH CURB OF MEDIAN AT THE NEAREST POINT ROCK DRY WALL TO THE FOLLOWING ROCK QUANTITIES AND SIZES: 58 ea. 12" min x 18" max in size 36 ea. 18" min x 30" max in size 6 ea. 36" min x 48" max in size 7 ea. 42" min x 60" max in size COBBLED MEDIAN ISLAND SEE: ~�1 V N N N U) In N {7 1.;0I. ) A �1 5 0 — f1 0 0 0 1.0 I ROCK WALL SEE so I f:;.; : ' I 7 TOP OF MORTAR COBBLED MEDIAN ISLAND 0 NTS 0.5 0 It) 0 \ • T ' Z a d U N O Cat66 '1'M. re CONFORM TO (E) GRADE CURB. SEE CIVIL DRAWINGS PAVING. SEE CIVIL DRAWINGS :0 4" TO 6" DIAMETER COBBLES, LYNCREEK GRAYS AND TAN ONLY. WASH COBBLES BEFORE SETTING INTO MORTAR. SET COBBLES IN A NEAT AND CLEAN MANNER WITH A MINIMUM OF MORTAR SHOWING. SUBMIT SAMPLES TO ENGINEER PRIOR TO ORDERING. MORTAR 95% COMPACTED SUBGRADE 1.\ '--12" min so' ---�-, 18" min ELEVATION NTS 18" max 12" min FINISH GRADE TOE OF SLOPE SECTION NTS N I -- W. W 36" min 6" min (typ) C) n —4111 42" min I t � C 6" min (typ) FINISH GRADE TOP OF SLOPE 18" max varies 6" min (typ) Ej ROCK PLACEMENT FINISH GRADE TOP. OF SLOPE FINISH GRADE TOE OF SLOPE ADDITIVE WORK MARINA LAGOON BRANCH BRIDGE REPLACEMENT 7k OF CAOC).%\P Z g C W W D Cr N W C C 2 Y 0 0 DRAWN BY RWM DATE W C C C W U W V 0 N W -J Q U Cr CASE 3 DRAWER 19 SET 16 SHEET L-1 OF 7 126876 NO. REVISIONS DATE W I crs W G O te /.__. I- O 90'8x; 'I'µ 0.5 1.0 N M en 0.5 0.5� 1._. Cr LL i GRADING NOTES 1. CLEARING AND GRUBBING. REMOVE ALL EXISTING IRRIGATION LINES AND EQUIPMENT WHICH CONFLICT WITH THE WORK, EXISTING ICE PLANT AND OTHER GROUNDCOVER AND VEGETATION WHICH ARE NOT DESIGNATED TO REMAIN AND DISPOSE OF TO AN APPROVED LOCATION OFF SITE. 2. GRADING. ALL PLANTING AREAS SHALL BE GRADED TO THE GRADES SHOWN ON THE PLANS ALLOWING FOR A 2" LAYER OF MULCH. IMPORT TOPSOIL SHALL BE USED TO FILL SUCH AREAS TO THE BOTTOM OF THE MULCH LAYER. PRIOR TO APPROVED USE OF IMPORT TOPSOIL SUBMIT TO THE ENGINEER A COMPLETE CHEMICAL AND PARTICLE SIZE ANALYSIS FOR PROPOSED TOPSOIL TO BE USED WITH RECOMMENDATIONS FOR CONFORMANCE TO THE SPECIFICATIONS AND FOR AMENDMENTS, FERTILIZERS AND APPLICATION METHODS TO BE USED FOR SOIL PREPARATION AND PLANTING OF TREES AND SHRUBS. SOIL TESTING, REPORTING AND RECOMMENDATIONS SHALL BE PERFORMED BY AN APPROVED TESTING COMPANY SPECIALIZING IN HORTICULTURAL TESTING AND ANALYSIS FOR LANDSCAPE PURPOSES AND PAID FOR BY THE CONTRACTOR. PRIOR TO PLACEMENT OF TOPSOIL SCARIFY THE EXISTING SUBGRADE TO A DEPTH OF 8". PLACE TOPSOIL AND COMPACT SO AS NOT TO CAUSE SETTLEMENT AFTER PLANTING OPERATIONS ARE COMPLETED. 3. SOIL PREPARATION. PREPARE THE TOPSOIL ACCORDING TO THE RECOMMENDATIONS OF THE APPROVED TESTING COMPANY AND IN ACCORDANCE WITH THE SECTION 20-4.03 PREPARING PLANTING AREAS. UPON COMPLETION OF THE SOIL PREPARATION OPERATIONS, ARRANGE FOR THE PREPARED SOIL TO BE TESTED FOR CONFORMANCE TO INITIAL RECOMMENDATION. SOIL SAMPLES SHALL BE TAKEN IN THE FIELD BY THE APPROVED SOIL TESTING COMPANY. THE QUANTITY OF SOIL SAMPLES TAKEN SHALL BE DETERMINED BY THE TESTING COMPANY. CONTRACTOR SHALL SUBMIT THE REPORT BY THE TESTING COMPANY TO THE ENGINEER INDICATING IF THE SOIL PREPARATION HAS BEEN PROPERLY PREPARED, RECOMMENDING ANY CORRECTIVE MEASURES TO BRING ALL NON CONFORMING SOIL PREPARATION INTO CONFORMANCE AND RECOMMENDING MATERIALS AND METHODS FOR FERTILIZATION DURING THE PLANT ESTABLISHMENT PERIOD. ALL SAMPLING, TESTING AND REPORTING SHALL BE PAID FOR BY THE CONTRACTOR. 4. ROCKS. ROCKS SHALL BE SONOMA FIELD STONE AS SUPPLIED BY: W.E. JOHNSON STONE SANTA ROSA, CA. (707) 584-7480 PLACE ROCKS SO THAT EA. ROCK FITS SNUG AGAINST ADJACENT ROCKS AND IS STABLE (WITHOUT ROCKING) WHEN PLACED ABOVE OTHER ROCKS. PROVIDE AND USE SMALLER ROCKS FOR SHIMS AS REQUIRED AT NO ADDITIONAL COST TO THE CITY. ROCK WALL SEE %0 0.5 / 0 0 efr ADDITIVE WORK A /IOOEAKR/M 4e/ /LJi47 MARINA LAGOON BRANCH BRIDGE REPLACEMENT W H a 0 w O > z W 'w 0 CO m DRAWN BY RWM DATE W H a 0 CHECKED BY SCALE 1"=20' CASE 3 DRAWER 19 SET 16 SHEET 1--2 OF 7 126873 NO. REVISIONS I DATE A A00eNO✓" #/ 7/2442 0 1-1/2 MAI1VLINE (EXISTINGL_ EXISTING 1-1/2" METER IN MEDIAN STRIP ACROSS THE STREET - 00I o O + \a ro N 0 o C, 2 C c co 0 2 J U - m0 m 0 Z 2 O NZ +00 NW 03 O In to N 4ES 04csr ❑—v 1/2" 1/2 ___..3/4" 314" IRRIGATION LEGEND • A-1 20gpm 151i 15 v 12 b 10 d S v `4EST O4C5T 0 REMOTE CONTROL VALVES-HARDIE 100 SERIES PLASTIC VALVE, ANGLE CONFIGURATION -SEE MASTER CONTROL VALVES-HARDIE 100 SERIES -SEE CONTROLLERS: IRRITROL MC 4 PLUS W/RF READY. INSTALL IN ENCLOSURE SEE NOTE # 2 BACKFLOW PREVENTION DEVICES: 1-1/2" AND 1" FEBCO 825Y REDUCED PRESSURE VALVE, IN LEMUER ENCL. -SEE MAIN LINE: SCHEDULE 40 PVC, SOLVENT WELD -SEE LATERAL LINE: SCHEDULE 40 PVC, SOLVENT WELD -SEE REMOTE CONTROL VALVE REMOTE CONTROL VALVE SIZE RATE OF FLOW (GALLONS PER MINUTE) 570 MPR-12P-15-Q,H-PC 570 MPR-12P-12-H-PC 570 MPR-12P-10-H-PC 570 MPR-12P-08-H-PC 570 MPR-12P-4-EST 570 MPR-12P-4-CST QUICK COUPLER VALVES TORO POP-UP SHRUB SPRAY TORO POP-UP SHRUB SPRAY TORO POP-UP SHRUB SPRAY TORO POP-UP SHRUB SPRAY TORO POP-UP STRIP SPRAY TORO POP-UP STRIP SPRAY 1" RAINBIRD 44DRC W/ 44DK KEY -SEE WATER METER, SEE NOTE# 6 SEE A-1 1" 16gpm 1-1/4" 1-1/4" 1-1/2" IRRIGATION NOTES 1 A-2 1" 20gpm ..r O 0 c J J3 Jr 0 .._._ 1i " 0 POINTS OF CONNECTION SHALL BE COORDINATED BY THE CONTRACTOR W/ THE ENGINEER. 2 CONTROLLERS SHALL BE MOUNTED IN NEW WEATHERPROOF LOCKING CABINETS (STRONG BOX STAINLESS STEEL-SB-18SS) IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT AND WIRE, FOR POWER TO CONTROLLER, TO EXISTING STREET LIGHT PULL BOX, CITY WILL MAKE CONNECTION. USE WATER PROOF CONNECTIONS. INSTALL PER MANUFACTURES SPECIFICATIONS. CONTROLLER AND CABINETS SHALL BE GROUNDED PER NATIONAL ELECTRIC CODE. EXACT LOCATION OF CONTROLLER AND CABINET SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 3 THREADED PIPE NIPPLES TO BE SCH. 80. 4 USE RED BRASS PIPE AND FITTINGS FOR BACKFLOW DEVICE. 5 CONTRACTOR SHALL PROVIDE THE CITY W/ TWO REMOTE RECEIVERS AND ONE TRANSMITTER. RECEIVERS AND TRANSMITTERS SHALL BE ELCON AND ADAPTABLE TO IRRITROL CONTROLLERS. 6 7 8 9 EXISTING WATER METERS: 1-1/2". VERIFY THAT EXISTING STATIC PRESSURE AT METER IS 60 PSI PRIOR TO ANY IRRIGATION WORK. SWING JOINTS: ALL HEADS, SHALL BE ON TRIPLE SWING JOINTS. SEE PAINT COLORS: BACKFLOW CAGE TO BE FACTORY PAINTED BLACK. PROVIDE EXTRA CONTROL WIRE FROM CONTROLLER TO EACH VALVE GROUPING. Z a a C) 1n 0 In2Q o + J to O LL o 0 ", W 5 5 9+rR7',6 10. TESTING BACKFLOW PREVENTORS: NEW BACKFLOW PREVENTORS INSTALLED BY THE CONTRACTOR SHALL BE TESTED FOR PROPER OPERATION BY A CERTIFIED BACKFLOW PREVENTER TESTER. ALL COSTS AND ARRANGEMENTS FOR TESTING SHALL BE THE CONTRACTORS RESPONSIBILITY. FURNISH ONE COPY OF ALL TEST RESULTS FOR EACH BACKFLOW PREVENTOR ALONG WITH A VALID CERTIFICATION FROM THE BACKFLOW TESTER TO THE ENGINEER. REPAIR OR REPLACE BACKFLOW PREVENTERS WHICH FAIL TESTING AND RETEST. WARRANTY PERIOD AND REPLACEMENTS: BY THE SIGNING OF THIS CONTRACT THE CONTRACTOR WANRANTS THAT ALL IRRIGATION MATERIALS AND WORKMANSHIP, ARE PER THE CONTRACT DOCUMENTS AND ARE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. REPLACE, WITHOUT COST TO THE CITY AND AS SOON AS WEATHER CONDITIONS PERMIT, ALL DEFECTIVE IRRIGATION MATERIALS, AS DETERMINED BY THE ENGINEER. REPLACEMENT SHALL BE SUBJECT AGAIN TO ALL THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE HELD LIABLE FOR FAILURES DUE TO NEGLECT BY THE CITY OR VANDALISM DURING THE WARRANTY PERIOD. H W W Z J S U I — a ADDITIVE WORK MARINA LAGOON BRANCH BRIDGE REPLACEMENT Z 5 Z 0 I IC 0 w a 0 BOOK NO. DRAWN BY RWM DATE w F a 0 CHECKED BY 0 N W J Q 0 N CASE 3 DRAWER 19 SET 16 SHEET L-3 OF 7 1 1'1.915 I. l NO. REVISIONS DATE I — W W s en U U N W z J S U 441 CD 0 g 0. _..._ _.., t7 Z co E 2 N m YV'YY_Y O U, N M T 1.t, 90'86 TA, rt i f Z [r 1 ,.1', k B-1 1" 18gpm 1-114" 1-112" l 1-114" 1-112" L B-2 1n 19gpm 1-112" 1-112" B-3 1" 20gpm 1 75) 1-112" to I - ■ 112" ® 1-112" 1I2" 1 1-112" ° 1.112 1. 1-114'• _11 _11 4-1.12" 4.3 0 O } 4G 112 to + M rIgt ADDITIVE WORK A 7/2017 MARINA LAGOON BRANCH BRIDGE REPLACEMENT te W I— Q C DRAWN BY RWM DATE W N 0 C CHECKED BY O N I W J Q U Cl) CASE 3 DRAWER 19 SET 16 SHEET L-4 OF 7 • 126875' NO. REVISIONS DATE PVC IRRIGATION SUPPLYLINE TO POINT OF CONNECTION SLEEVE THRU CONC. SECTION GALVANIZED, EXPANDED METAL ENCLOSURE SIZED WI 6" CLR. OF EQUIPMENT @ ALL SIDES - SEE IRRIGATION PLAN FOR LOCATIONS. BRASS NIPPLE REDUCED PRESSURE DEVICE BRASS 90deg. ELL (TXT) (TYP) BRASS NIPPLE 2" x 3/16" x 30" ANGLE IRON (TYP) BRONZE UNION HEAVY-DUTY SST CLAMP (TYP) BRASS NIPPLE/ INSTALL WI SLEEVES THROUGH CONC. SLAB BRASS 90 deg FI I S (TYP) BRASS 12" NIPPLET.O.E (TYP) PVC SCH 80 SUP COUPUNG (TYP) IRRIGATION SUPPLYLINE TO CONTROL VALVES CONC. SLAB FOR ENCLOSURE, CONSTRUCT TO MANUFACTURERS SPECIFICATIONS. PROVIDE SHOP DRAWINGS. BACKFLOW PREVENTION ASSEMBLY NOT TO SCALE SECTION FINISH GRADE CURB, PAVING, OR HEADER POP-UP SPRAY OR ROTOR PVC SCH 80 NIPPLE PVC SCH 90 NIPPLE AND I MARLEX STREET ELL, BEYOND MARLEX STREET ELL PVC SCH 90 NIPPLE MARLEX STREET ELL IRRIGATION LATERAL PVC SCH 80 NIPPLE, BEYOND PVC SCHEDULE 40 TEE (S x S x T) IOR90deg. ELL (SxT) NOTE: ALL HEADS SHALL BE ON TRIPLE SWING JOINTS ROTOR/ SPRAY/BUBBLER HEAD RISER DETAIL NOT TO SCALE ( H" CLR N SECTION ABBREVIATIONS: S = SLIP T = THREADED T.O.E. = THREADED ONE END VALVE BOX RE MOTE CONTROL VALVE PVC UNION PVC SCH 8012" T.O.E. NIPPLE 45 deg SLIP COUPLING 24" COILED WIRE SLACK PVC SCH 80 NIPPLE (T X T) (7-ek BUNDLE & TAPE L.V. WIRES 10' OC IRRIGATION SUPPLY LINE PVC SCHEDULE 40 TEE (SxSxT) OR 90 deg. ELL (SxT) NOTES: 1. ONE VALVE PER BOX, NO SOIL OR DEBRIS INSIDE BOX. 2. ALL VALVES SHALL BE EQUIPED W! FLOW CONTROL AND WING NUT PET COCK. a. BOX SHALL NOT REST ON OR TOUCH VALVE OR LATERAL LINES. REMOTE CONTROL VALVE NOT TO SCALE NOTE: 30' CLEAR @ ALL PIPE UNDER TRAFFIC LOAD; SEE SPECIFICATIONS SECTION / Jr IRRIGATION TRENCH NOT TO SCALE PEDESTRIAN PAVING, WHERE OCCURS PAVING CONDITION: CLASS 2 AGGREGATE BASE UNDER PAVING, COMPACT TO 95% RELATIVE COMPACTION. PLANTING AREA: AMENDED TOPSOIL, COMPACT TO 85% RELATIVE COMPACTION LATERAL LINES 2" MIN. LINE SEPARATION MAIN LINE SAND BEDDING ENVELOPE 2" AROUND PIPE UNDISTURBED SOIL OF COMPACTED FILL TO 95% RELATIVE COMPACTION LOW VOLTAGE WIRES, BUNDLE TOGETHER WI ELEC. TAPE 0 6'-0" OC NOTE - SLEEVING UNDER PAVING: ENCASE MAIN UNE & LATERALS IN SLEEVE AND LOW VOLTAGE WIRES IN CONDUIT. 12" TYP. PLANTING AREA PLAN �.- 6" TYP. 3" SECTION (-8; VALVE BOX �� NOT TO SCALE EDGE OF PAVING QCV BOX VALVE BOX SET BOX 2" ABOVE FINISH GRADE IN GROUNDCOVER AREA VALVE BOX WOVEN WIRE CLOTH 3/4" GRAVEL OR CRUSHED ROCK NOTE: INSTALL VALVE BOXES ONLY IN GROUNDCOVER AREAS ' 1121.x.1 SECTION 1" QUICK COUPLING VALVE STAINLESS STEEL CLAMPS 10" DIA. VALVE BOX 8 1" x 3/16" x 30" ANGLE IRON BRACE PVC SCH 80 3" NIPPLE PVC SCH 80 90 deg. ELLS TYP. if x T) DRAIN ROCK PVC SCH 80 3" NIPPLE PVC SCH 80 12" NIPPLE PVC SCHEDULE 40 TEE (S x S x T) OR 90 deg. (S x T) CONNECTED TO IRRIGATION MAIN LINE (h QUICK COUPLING VALVE (QCV) NOT TO SCALE NOTE: CONTROLLER SHALL BE PROPERLY GROUNDED PER ARTICAL 250 OF THE NATIONAL ELECTRICAL CODE AND CONFORM TO LOCAL REGULATIONS. STRONG BOX STAINLESS STEEL CONTROLLER ENCLOSURE-SB-18SS ELECTRIC CONTROLLER 2"(TYP) 120V SUPPLY 6" MIN. ALL SIDES -f Vigiigig 12" MIN-- a ,1 is' _ e P. b cc. CONDUIT FOR CONNECTION TO 120 V ELECTRICAL SUPPLY ELEVATION (s I [6" MIN. 1 0 c IlI (..e,is 11 IIR-314" X 8' COPPER CLAD GlIOUNDING ROD CONCRETE BASE SLOPE TO DRAIN FINISH GRADE �-«-I 6" MIN. 2" MIN. PVC LONG SWEEP ELL CONTROLLER INSTALLATION NOT TO SCALE 90° ELL CROSS CONCRETE (TYP.) TAR PAPER Ili PLUG 45° ELL & 221/2° ELL NOTES; ()THRUST BLOCKS ARE TO 8E POURED AGAINST UNDISTURBED SOIL. Q ALL CONCRETE SHALL CONTAIN 6 SACKS OF CEMENT PER CUBIC YARD. WRAP PIPE VJ/CL[OTH PRIOR TO CONC. rOUR.. THRUST BLOCK SCHEDULE SIZE OF BEARING AREA IN SQUARE FEET PIPE TEE OR PLUG 90• ELL I 45• ELL 221/2 • ELL 4" 3 4 I 2 6" 6 8 4 2 8" 9 12 8 4 MAIN LINE THRUST BLOCKS NOT TO SCALE A AO0C.MOUMt/ A7 MARINA LAGOON BRANCH BRIDGE REPLACEMENT 0 w r w K En BOOK NO. DRAWN BY RWM DATE w F - C 0 CHECKED BY w J C U U) CASE 3 DRAWER 19 SET 16 ADDITIVE WORK SHEET L-5 OF 7 128875 NO. REVic uNS DATE AposuovM -� I 007 07 0 PLANT LEGEND .._.._._....-..{ r_.. - O + CO tr. C, a T1 yij tY - 0 0 Z 5 J Li. m 0 U Z c I Z N O Z +0a N W m rJ SYMBOL QTY SIZE BOTANICAL AND COMMON NAME REMARKS /..---.. 1 (EXISTING) WASHINGTONIA TO REMAIN, PROTECT FROM DAMAGE '\ • FILIFERA REPLACE IF DAMAGED TO LIKE (CALIFORNIA FAN SPECIES & SIZE PALM) f —\ 2 (EXISTING) CHAMAEROPS TO REMAIN, PROTECT FROM DAMAGE • ) `N HUMILIS REPLACE IF DAMAGED TO LIKE (MEDITERRANEAN SPECIES AND SIZE AND QUANTITY OF FAN PALM) TRUNKS '• 2 2 -TRUNKS* CHAMAEROPS MINIMUM TRUNK DIA, 2' ABOVE BASE 4' AND 7' HUMILIS SHALL BE 4". * 6 (E) PALMS MAY BE TALL (MEDITERRANEAN SUBSTITUTED FOR 6 OF THE 2 AND 3 FAN PALM) TRUNK PALMS IF SUCCESSFULLY 7 3 -TRUNKS TRANSPLANTED AND MANITAINED IN ••• 4', 6', AND HEALTHY CONDITION. IF CONRACTOR 8' CHOOSES TO TRANSPLANT TALL TEMPORARILLY RELOCATE STORE & • • 5 4 -TRUNKS MAINTAIN AS REQ'D BY PROJECT WORK 4', 5', 7' AND 9' TALL 120 5 GAL CISTUS 'DORIS 2-6" O.C. =e?ee HIBBERSON' " "`e""'" (DORIS HIBBERSON ROCKROSE) 4.IPl11UIIhIIIi l l �j 426 1 GAL LANTANA MONTEVIDENSS 2'-0" O.C. 80 1GAL AGAPANTHUS ' PETER TO BE PLACED IN THE FIELD AS / e' PAN' DIRECTED BY THE ENGINEER 30 1GAL HEMEROCALLIS 1/2 ORANGE, 1/2 YELLOW FLOWERS. TO HYBRIDS BE PLACED AS DIRECTED BY THE (HYBRID DAYLILY) ENGINEER 15 1GAL DIETES BICDLOR TO BE PLACED IN THE FIELD AS DIRECTED BY THE ENGINNER 15 1GAL ROSEMARINUS TO BE PLACED IN THE FIELD AS OFFICINALIS DIRECTED BY THE ENGINNER 'PROSTRATUS' R -RED 3790 GROWING LAMPRANTHUS 12" O.C. FLOWERS PCS. IN SPECTABILIS P -PURPLE FLATS (TRAILING ICE PLANT) FLOWERS R P S,O I . ___ __. 01 0 PLANTING NOTES -\ `at'6" ) M 1. PLANTS. SUBMIT DOCUMENTATION TO THE ENGINEER WITHIN 45 DAYS AFTER THE AWARD OF CONTRACT THAT ALL PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR REVIEW OF PLANT MATERIAL WITH THE ENGINEER AT TIME OF SUBMISSION. PALMS SHALL BE CONTAINER GROWN FROM REPUTABLE NURSERY(IES). TAG ALL PALMS AT NURSERY(IES) AND NOTIFY THE ENGINEER OF TAGGING WITHIN 45 DAYS AFTER THE AWARD OF CONTRACT. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ENGINEER TO TRAVEL TO THE NURSERYOES) FOR INSPECTION OF THE PALMS WITHIN 2 WEEKS AFTER THE TAGGING OF THE PALMS. CONTRACTOR SHALL PAY FOR ALL COSTS ASSOCIATED WITH TRAVEL AT THE RATE OF $100.00 PER MAN HOUR, $.32 PER MILE FOR USE OF CITY VEHICLE, AND AIRFARE, CAR RENTAL AND LODGING AT COST. 2. FINISH GRADING. THE FINISH GRADE AFTER PLANTING SHALL BE SMOOTH, UNIFORM, AND FREE FROM ABRUPT GRADE CHANGES AND DEPRESSIONS TO ENSURE SURFACE DRAINAGE. AFTER SOIL PREPARATION THE SOIL SHALL BE ALLOWED TO SETTLE TO PROVIDE A STABLE SURFACE, NOT OVERLY DENSIFIED TO THE EXTENT THAT IT WILL PREVENT AERATION AND WATER INFILTRATION. AFTER THE SOIL HAS DRIED OUT TO A WORKABLE CONDITION, PLANTING AREAS SHALL BE REGRADED, RAKED, AND SMOOTHED TO THE REQUIRED GRADES AND CONTOURS. FINISH SURFACES SHALL BE CLEAN AND SUITABLE FOR PLANTING. UPON COMPLETION OF PLANTING OPERATION AND OTHER WORK SMOOTH AREAS AGAIN TO CONFORM TO THE SPECIFIED GRADES. 3. PRE -EMERGENT WEED CONTROL. UPON COMPLETION OF PLANTING AND PRIOR TO THE PLACEMENT OF THE MULCH, ALL PLANTING AREAS SHALL BE TREATED WITH A GRANULAR PRE -EMERGENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND UNDER THE ADVISEMENT OF A CERTIFIED PEST CONTROL ADVISOR. THE ACTUAL APPLICATION SHALL BE PERFORMED UNDER THE SUPERVISION OF A CERTIFIED PEST CONTROL OPERATOR AND AS REQUIRED BY LAW. 4. MULCH. PROVIDE A 2" LAYER OF 1/2" TO 1" SIZE REDWOOD BARK MULCH THROUGHOUT ALL PLANTING AREAS AND PLANTING BASINS. TOP OF MULCH TO BE 1/2" BELOW TOP OF EXISTING CURBS. SUBMIT SAMPLE OF PROPOSED MULCH PRIOR TO USE. 5. PLANT ESTABLISHMENT AND MAINTENANCE. THE TYPE 1 PLANT ESTABLISHMENT PERIOD SHALL BE 60 WORKING DAYS. FERTILIZING DURING THIS PERIOD SHALL BE IN ACCORDANCE WITH THE SOIL TESTING COMPANY'S RECOMMENDATIONS. ALL WEEDS THAT GERMINATE SHALL BE REMOVED BY HAND INCLUDING ROOTS BEFORE REACHING A HEIGHT OF 2" OR A SPREAD OF 3". 1 6. WARRANTY PERIOD AND REPLACEMENTS. BY THE SIGNING OF THIS CONTRACT THE CONTRACTOR WARRANTS THAT ALL PLANT MATERIAL PLANTED, UNDER THIS CONTRACT WILL BE HEALTHY AND IN FLOURISHING CONDITION OF ACTIVE GROWTH ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE. REPLACE, WITHOUT COST TO THE CITY, AND AS SOON AS WEATHER CONDITIONS PERMIT, ALL DEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THE ENGINEER. PLANTS SHALL BE FREE OF DEAD OR DYING BRANCHES AND BRANCH TIPS, AND SHALL BEAR FOLIAGE OR NORMAL DENSITY, SIZE AND COLOR. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES AND SHALL BE SUBJECT AGAIN TO ALL THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE HELD LIABLE FOR FAILURES DUE TO NEGLECT BY THE CITY OR VANDALISM, DURING THE WARRANTY PERIOD. r - 4t W W S C) ADDITIVE WORK C2 MARINA LAGOON BRANCH BRIDGE REPLACEMENT 0 W >- w m U) rn w a 0 0 z 0 0 DRAWN BY RWM DATE w a 0 CHECKED BY 0 N w -J a U <n CASE 3 DRAWER 19 SET 16 SHEET L-6 OF 7 NO. 0 -•--sea. .tEVISIONS DATE 90'8x; .I'm PLANTING PIT DIAMETER = 2 TIMES LARGER THAN ROOT BALL, SCARIFY EDGES. ROOT BALL, SET 1" ABOVE FINISH GRADE WATER LEVEE & WATER BASIN AMENDED BACKFILL (SEE SPECS) 4" TAMPED FIRM SOIL - TO AVOID SETTLING FERTILZER TABLETS (SEE SPECS) SECTION SHRUB & VINE PLANTING NOT TO SCALE \ SECTION PALM TREE PLANTING NOT TO SCALE TREE PIT -IT' LARGER THAN ROOT BALL SCARIFY EDGES ROOT BALL SET 2" ABOVE FINISH GRADE AMENDED BACKFILL (PER SPECS) WATER LEVEE & WATER BASIN FERTILIZER TABLETS (PER SPECS) 1/2 L PLAN • • • •-M EDGE OF PAVING OR WOOD HEADER • SHRUB OR GROUNDCOVER LOCATION, TYP. FOR LENGTH (L) SEE ON CENTER SPACING, PLANTING PLAN. PLANTING AREA 13 SHRUB MASS/ GROUNDCOVER/ FLOWER PLANTING NOT TO SCALE ADDITIVE WORK A meeficvn r"/ 7/2447 MARINA LAGOON BRANCH BRIDGE REPLACEMENT 12E 0 LI O W W W Q O 0 Z 0 0 DRAWN BY RWM DATE CHECKED BY 0 N 1 W -J Q U U) CASE 3 DRAWER 19 SET 1 6 SHEET 1--7 OF 7