Attachment 2 - As-Built Map.pdf — Richmond City Council, September 16, 2025

GARRARDBOULEVARD
150 LF WHITELADDER CROSSWALK
232 LF WHITELADDER CROSSWALK
9C3.0
9C3.0
47 SF ASPHALTCONCRETE PLUG2C3.027 LF OF NEW CURBAND GUTTER3C3.0 PROJECT LIMIT,SEE NOTE 5
10'13'12'3'11'8'
EXISTING 4'BUFFER TOREMAIN
12'4'11'11'11'
3' BIKE BUFFER5' CLASS II BIKE LANE

REMOVE EXISTING YELLOWCENTERLINE STRIPING

REMOVE EXISTINGNORTHBOUND ANDSOUTHBOUND BIKELANE SYMBOL WITHPERSON

NEW BIKE LANESYMBOL WITHPERSON

EXISTING SOLID GREENTHERMOPLASTIC PAVEMENTMARKING TO REMAIN 2267'3875' 22283'
INSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C.
210 SF GREENTHERMOPLASTIC
70 SF GREENTHERMOPLASTIC

EXISTING CROSSING ARM (TYPICAL)
75 SF GREENTHERMOPLASTIC11' MEDIAN11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER
24" WIDE 11'LIMIT LINE

EXISTING FLEXIBLEPOST CHANNELIZERSAND RUBBER LANESEPARATORS TOREMAIN RAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 W10-1W10-9PR9-3AR9-3 PAINT 50 LF OF RED CURB
24" WIDE 22'LIMIT LINE
24" WIDE 10' LIMIT LINE
24" WIDE 4'LIMIT LINE
EXISTINGW10-1 SIGNRAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24A8C3.0 INSTALL 24" WIDE 15' LIMIT LINE ATA MINIMUM OF 4' IN ADVANCE OFAND PARALLEL TO CROSSWALKPER MUTCD SECTION 7C.04R1-1W10-2 8'
EXISTINGBAY TRAILSIGN 8'
BNSF RAILROADSUBDIVISION:RICHMONDINNER HARBORDOT# 029881Y ±90' PER MUTCD TABLE 2C-4
24' WIDE22' LIMITLINE

EXISTING BAY TRAILAND BIKE LANE SIGNEXISTING STOP SIGNEXISTINGWAYFINDINGSIGN EXTEND EDGELINE,MEDIAN, AND BIKE LANEBUFFER STRIPING ATBSNF CROSSING029881Y TO EXISTINGEDGE OF CONCRETE.DO NOT PAINT ONTRACK PANELS (TYP.)RELOCATE EXISTING SF BAYTRAIL AND BIKE LANE BEGINSIGN. RELOCATED SIGNSHALL NOT BLOCK VISIBILITYTO RAILROAD FLASHER R8-8
±92' PER MUTCD TABLE 2C-4
R8-8

WORK TO BE DONE BY OTHERS
24" WIDE 11'LIMIT LINE
24" WIDE 22'LIMIT LINE
270 SF GREEN THERMOPLASTIC54 LF 6" WHITE LINE

REMOVE EXISTING YELLOWCENTERLINE STRIPING

REMOVE EXISTINGNORTHBOUND ANDSOUTHBOUND BIKELANE SYMBOL WITHPERSON

NEW BIKE LANESYMBOL WITHPERSON

EXISTING SOLID GREENTHERMOPLASTIC PAVEMENTMARKING TO REMAIN 2267'3875' 22283'
INSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C.
210 SF GREENTHERMOPLASTIC
70 SF GREENTHERMOPLASTIC

EXISTING CROSSING ARM (TYPICAL)
75 SF GREENTHERMOPLASTIC11' MEDIAN11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER
24" WIDE 11'LIMIT LINE

WORK TO BE DONE BY OTHERS
24" WIDE 11'LIMIT LINE
24" WIDE 22'LIMIT LINE
270 SF GREEN THERMOPLASTIC54 LF 6" WHITE LINE

BNSF RAILROAD TRACKS
PARKINGTRAVEL LANELANDSCAPED MEDIANTRAVEL LANE10' CYCLE TRACK CUTTING BOULEVARD22128'38118'
380 LF WHITELADDER CROSSWALK
CURBRAMP4C3.0
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
9C3.0
PARKING TEE (TYP.)
REMOVE 265 SF OFEXISTING CONCRETE
14'11'10'
10'22'(TYP.)
10'13'12'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR 20' O.C.(TYP.) 10'(TYP.)39726'
39726' INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C. 3' BIKE BUFFER
8'11'3'
WESTBOUND, SIGN C ON SHEET C4.0[STRAIGHT ARROW] RICHMOND SAN RAFAEL BRIDGE[RIGHT ARROW] DOWNTOWN & RICHMOND GREENWAY 3'
3' 3' BIKE BUFFER
RUBBER LANESEPERATOR (TYP.)12C3.0
11'8'3'10'
EXISTING 4'BUFFER TOREMAIN
218 SF GREEN THERMOPLASTIC
206 SF GREENTHERMOPLASTICLANE SYMBOL WITH
3875'

LIMIT LINE
RAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 RELOCATE EXISTING SF BAYTRAIL AND BIKE LANE BEGINSIGN. RELOCATED SIGNSHALL NOT BLOCK VISIBILITYTO RAILROAD FLASHER INNER HARBORDOT# 029881Y
REMOVE EXISTING W10-1W10-2W10-9P±90' PER MUTCD TABLE 2C-4 EXISTING R2-1 SIGNEXISTINGR32 (CA)SIGN
EXISTING R1-1 SIGN
24" WIDE 11'LIMIT LINE24" WIDE 11'LIMIT LINE
24" WIDE 8.5'LIMIT LINE
EXISTING STRIPING,SEE NOTE 5

REMOVE EXISTING RAILROADPAVEMENT MARKING
R8-8
270 SF GREEN THERMOPLASTIC

REMOVE EXISTING RAILROADPAVEMENT MARKING
R8-8
270 SF GREEN THERMOPLASTIC
MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKING CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)BIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.0MATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVE
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MATCHLINE - SEE BELOW
31947'22283'

EXISTING FLEXIBLE POSTCHANNELIZERS AND RUBBERLANE SEPARATORS TO REMAIN 11' TWO WAY CENTER LEFT TURN LANE11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER

EXISTING DASHED GREENTHERMOPLASTIC PAVEMENTMARKING TO REMAIN 3' BIKE BUFFERINSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C. 5' CLASS II BIKE LANE

EXISTING FLEXIBLE POSTCHANNELIZERS AND RUBBERLANE SEPARATORS TO REMAIN 11' TWO WAY CENTER LEFT TURN LANE11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER

EXISTING DASHED GREENTHERMOPLASTIC PAVEMENTMARKING TO REMAIN 3' BIKE BUFFERINSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C. 5' CLASS II BIKE LANE

GARRARD BOULEVARD
12'4'11'11'11'
38232'
18 SF GREEN THERMOPLASSTIC20 LF 6" WHITE LINE18 SF GREEN THERMOPLASSTIC20 LF 6" WHITE LINE 24' WIDE 22'LIMIT LINE 31776'40115'
REMOVEEXISTINGYELLOWCENTERLINESTRIPINGEXISTINGSAFE SCHOOLZONE SIGNEXISTINGCRIME WATCHSIGN REMOVEEXISTINGW10-1SIGN EXISTINGNO PARKINGSIGN EXISTING BIKEWAYFINDING SIGN EXISTING NOPARKING SIGNREMOVE EXISTING RAILROADPAVEMENT MARKING EXISTING STRIPING,SEE NOTE 5
MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKING CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)BIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 11' TWO WAY CENTER LEFT TURN LANE11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER
5' CLASS II BIKE LANE31776'31971'

EXISTING FLEXIBLE POSTCHANNELIZERS AND RUBBERLANE SEPARATORS TO REMAIN GARRARD BOULEVARDJOHN T. KNOX FREEWAYINTERSTATE 580

LIMIT OF WORK
126 SF GREEN THERMOPLASTIC36 LF 6" WHITE LINEINSTALL 6" SOLIDYELLOW STRIPES AT45°, SPACED 3' O.C. 3' BIKE BUFFERINSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C.

EXISTING 12' TWO WAY CYCLE TRACK
11'7'10'
REMOVE 29 LF OF EXISTING DETAIL 31STRIPING ON BOTH APPROACHES TOMID BLOCK CYCLE TRACK CROSSINGEXISTING STREET LIGHT 7'

REMOVE EXISTING BUFFER STRIPING ANDRAISED ELEMENTS AT CYCLE TRACK ENTRANCEEXTEND ANGLEDBUFFER STRIPING 10'
REMOVE ±57 LF OF EXISTING 6"SOLID WHITE STRIPE ADJACENTTO CYCLE TRACK W11-1W16-7P
W11-1W16-7P
20'

REMOVE EXISTING YELLOWCENTERLINE STRIPINGEXISTING NOPARKING SIGN EXISTING NOPARKING SIGN 11' TWO WAY CENTER LEFT TURN LANE11' TRAVEL LANE
11' TRAVEL LANE12' ONE WAY CYCLE TRACK4' BUFFER
5' CLASS II BIKE LANE31776'31971'

EXISTING FLEXIBLE POSTCHANNELIZERS AND RUBBERLANE SEPARATORS TO REMAIN GARRARD BOULEVARDJOHN T. KNOX FREEWAYINTERSTATE 580

LIMIT OF WORK
126 SF GREEN THERMOPLASTIC36 LF 6" WHITE LINEINSTALL 6" SOLIDYELLOW STRIPES AT45°, SPACED 3' O.C. 3' BIKE BUFFERINSTALL 6" SOLIDWHITE STRIPES AT 45°,SPACED 8' O.C.

EXISTING 12' TWO WAY CYCLE TRACK
11'7'10'
REMOVE 29 LF OF EXISTING DETAIL 31STRIPING ON BOTH APPROACHES TOMID BLOCK CYCLE TRACK CROSSINGEXISTING STREET LIGHT 7'

REMOVE EXISTING YELLOWCENTERLINE STRIPINGEXISTING NOPARKING SIGN EXISTING NOPARKING SIGN 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC3.2A

MATCHLINE - SEE ABOVE
2 23

MATCHLINE - SEE BELOW

MATCHLINE - SEE PREVIOUS SHEET

CANALBOULEVARD

CUTTING BOULEVARD
31105' 38132'
417 SF GREEN THERMOPLASTIC
450 LF WHITELADDER CROSSWALK
406 LF WHITELADDER CROSSWALK411 LF WHITELADDER CROSSWALK 339 LF WHITELADDER CROSSWALK
38309'FLEXIBLE POSTDELINEATOR (TYP.)6C3.0 9C3.0
9C3.0
9C3.0
9C3.0PROJECT LIMIT,SEE NOTE 5
EASTBOUND, SIGN C ON SHEET C4.0:[RIGHT ARROW] SHIPYARD 3 TRAIL[STRAIGHT ARROW] RICHMOND FERRY[STRAIGHT ARROW] MARINA BAY[STRAIGHT ARROW] POINT ISABELPROJECT LIMIT,SEE NOTE 5 11' 5'6'11'12'12'10'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.

INSTALL R73-3(CA) SIGNON TRAFFIC SIGNALINSTALL R73-3(CA) SIGN ON TRAFFIC SIGNALBIKE DETECTION CAMERA TO BE ADDED TO SIGNAL 3'
RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.
121 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINE121 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINER10-15(MOD)W11-1W1-7R10-15(MOD) W10-2W10-9PR3-4
24" WIDE 27'LIMIT LINE
380 SF GREEN THERMOPLASTIC76 LF 6" WHITE LINE
395 SF GREEN THERMOPLASTIC80 LF 6" WHITE LINE

BIKE DETECTION CAMERATO BE ADDED TO SIGNAL
RAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 8'
EXISTING R2-1 SIGN
EXISTING NO PARKING,SF BAY TRAIL, R3-17,AND M6-1 PLAQUES ONEXISTING STREET SIGN

EXISTING NOPARKING SIGN

BNSF RAILROADTRACKS
CONTRACTOR TOUPDATE RAILROAD STOPLINE TO 24" ATNORTHBOUNDAPPROACH TO THECANAL BOULEVARDGRADE CROSSINGAPPROXIMATELY ±390'SOUTH OF PROPOSEDCROSSWALK PERCAMUTCD STANDARDS 24" WIDE 11 LFEXISTING STRIPING,SEE NOTE 5 EXISTING STRIPING,SEE NOTE 5 110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 280 SF GREENTHERMOPLASTIC 406 SF GREENTHERMOPLASTIC
154 SF GREENTHERMOPLASTIC

CANALBOULEVARD

EXISTING NOPARKING SIGN

TRAVEL LANEPARKING

LANDSCAPED MEDIANLANDSCAPED MEDIANLANDSCAPED MEDIAN

CYCLE TRACK

WINESTREET
EXISTINGCROSSING ARM(TYPICAL) WITHEXISTING R15-1SIGN (TYPICAL)

CUTTING BOULEVARD
205 SF GREEN THERMOPLASTIC40 LF 6" WHITE LINE24" WIDE 8'LIMIT LINE 24" WIDE 11 LFLIMIT LINE
175 LF YELLOWLADDER CROSSWALK
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0 9C3.0
PARKINGTEE (TYP.)
RAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 PROJECTLIMIT, SEENOTE 5
R5-1R118R10-15(MOD)
10'11'8' 14'11'10'
11'
10'3' 22'(TYP.) 3998'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR, SEEDETAIL 12 ON SHEET C3.0 6' BIKEBUFFER3998'
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.39476' 39476'

APPROXIMATE RAILROAD RIGHT OF WAY
R15-1R1-2
3'TRAVEL LANECYCLE TRACK 3' BIKEBUFFER
RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLIDWHITE STRIPES AT45°, SPACED 3' O.C.
104 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE292 SF GREEN THERMOPLASTIC68 LF 6" WHITE LINE 110 SF GREENTHERMOPLASTIC
W11-1W1-7R10-15(MOD)W11-1W1-7
R8-10
8'
R8-10BNSF RAILROAD SUBDIVISION:RICHMOND INNER HARBORDOT# 029884U INSTALL TRUNCATED DOMES 2' IN ADVANCE OF THE CPUCSTANDARD 8 DEVICE. PLACE TRUNCATED DOMES PERPENDICULARTO THE PEDESTRIAN PATH AT EDGE OF ASPHALT BNSF SHALL INSTALL CPUC STANDARD NO.8 FLASHING LIGHT SIGNAL ASSEMBLY 12'MINIMUM FROM RAILROAD TRACKCENTERLINE PER MUTCD FIGURE 8C-4 ONBOTH APPROACHES TO GRADE CROSSING.

EXISTING SIDEWALK TO BE REMOVED AND REPLACED ON BOTH APPROACHESTO GRADE CROSSING. NEW SIDEWALK SHALL BE LEVEL WITH EXISTINGRAILROAD TRACKS ON BOTH APPROACHES TO GRADE CROSSING R3-4R3-4R3-4 27 LF 6"WHITELINE
3994'
PER MUTCD FIGURE 8B-6 AND TABLE 2C-4, RELOCATED W10-1AND W10-9P SIGN SHALL BE PLACED AT A MINIMUM OF 125'FROM LIMIT LINE, 8' IN ADVANCE FROM RAILROAD GATE (TYP.) 125' PER MUTCD TABLE 2C-4
A PORTION OF THE RAILROADPAVEMENT MARKING SYMBOL SHOULDBE DIRECTLY OPPOSITE THE W10-1SIGN PER MUTCD FIGURE 8B-6, (TYP.)EXISTINGCROSSING ARMWITH R15-1 SIGN(TYPICAL)W10-1

REMOVE EXISTING RAILROADPAVEMENT SYMBOL

INSTALLCYCLIST TRIPHAZARDWARNING SIGN
INSTALL R8-8 SIGN AND CYCLISTTRIP HAZARD WARNING SIGN
24" WIDE 12'LIMIT LINE2222' 2223'24" WIDE 8 LFLIMIT LINE24" WIDE 11 LFLIMIT LINERAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 STRIPING LIMIT AT BSNFCROSSING 029884U SHALL BE 1'AWAY FROM TRACK. DO NOTPAINT ON TRACK PANELS (TYP.) 1'
1' 1'

EXISTING ASPHALTINSTALLED BY OTHERS

REMOVEEXISTINGRAILROADPAVEMENTMARKING
2'TYP.

FLASHER
150' PER MUTCD TABLE 2C-4
R8-8REMOVE AND RELOCATEEXISTING W10-1 SIGN AND W10-9EXISTING SFBAY TRAIL SIGN R1-124" 15 LFLIMIT LINER8-8
W10-2W10-9P
68' PER MUTCD TABLE 2C-4
8'
2'
24" WIDE 11'LIMIT LINE24" WIDE 11'LIMIT LINE
24" WIDE 11LF LIMITLINE 24" WIDE 11 LFLIMIT LINE
EXISTING W10-1 AND W10-9P SIGN. PER MUTCDFIGURE 8B-6 AND TABLE 2C-4, W10-1 SIGN SHALLBE PLACED AT A MINIMUM OF 125' FROM LIMITLINE, 8' IN ADVANCE FROM RAILROAD GATE (TYP.) 110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC

EXISTING RAILROADTRACK PANELS

TRAVEL LANEPARKING

LANDSCAPED MEDIANLANDSCAPED MEDIANLANDSCAPED MEDIAN

CYCLE TRACK

WINESTREET
EXISTINGCROSSING ARM(TYPICAL) WITHEXISTING R15-1SIGN (TYPICAL)

REMOVE EXISTING RAILROADPAVEMENT SYMBOL

EXISTING ASPHALTINSTALLED BY OTHERS

REMOVEEXISTINGRAILROADPAVEMENTMARKING
2'TYP.

EXISTING RAILROADTRACK PANELS
CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLBIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED.

MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKINGASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.1 MATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVEMATCHLINE - SEE PREVIOUS SHEET
3 23

LANDSCAPED MEDIANTWO-WAY CENTER TURN LANE

CYCLE TRACK
CUTTING BOULEVARD312358'
312358'383 SF GREEN THERMOPLASTIC76 LF 6" WHITE LINEFLEXIBLE POSTDELINEATOR (TYP.)6C3.0 27C110' 8' MIN SETBACK FROMDRIVEWAY (TYP.)
R10-15(MOD)W11-1W1-7
8'12'12'7'11'12'11'
8' BIKE BUFFER39588'
39588'INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR WESTBOUND, SIGN C ON SHEET C4.0:[STRAIGHT ARROW] POINT RICHMOND[STRAIGHT ARROW] RICHMOND SAN RAFAEL BRIDGE[LEFT ARROW] SHIPYARD 3 TRAIL

BIKE DETECTION CAMERA TO BE ADDED TO SIGNAL
4'8'

LANDSCAPED MEDIANTWO-WAY CENTER TURN LANE

BIKE DETECTION CAMERA TO BE ADDED TO SIGNAL
4'8'

TRAVEL LANEMEDIANTRAVEL LANETRAVEL LANEPARKING
3' BIKE BUFFER R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7 RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C. 54 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE90 SF GREEN THERMOPLASTIC40 LF 6" WHITE LINE EXISTING R2-1 SIGNMOUNTED ONTOSTREET LIGHT EXISTING R26 (CA)SIGN MOUNTED ONTOSTREET LIGHT EXISTING NO PARKING ANDR2-1 SIGN ON EXISTINGSTREET LIGHTEXISTINGGUIDESIGN EXISTINGSTRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE8' PARKING
12' TRAVEL LANE8' PARKING CUTTING BOULEVARD
100 SF GREENTHERMOPLASTIC18 LF 6" WHITE LINE
80 SF GREEN THERMOPLASTIC16 LF 6" WHITE LINE80 SF GREEN THERMOPLASATIC16 LF 6" WHITE LINE 100 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0 PARKING "TEE" (TYP.) R10-15(MOD)R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7 8'12'
12'14'12'8'7'4' 22'(TYP.)
22'(TYP.)
39115'39115'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR 3972'3972'
4' BIKE BUFFER
3919' 39128'39128'4' BIKE BUFFER39152'4' BIKE BUFFER
39152'
3' BIKE BUFFER3'
RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.

EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE8' PARKING
12' TRAVEL LANE8' PARKING CUTTING BOULEVARD
100 SF GREENTHERMOPLASTIC18 LF 6" WHITE LINE
80 SF GREEN THERMOPLASTIC16 LF 6" WHITE LINE80 SF GREEN THERMOPLASATIC16 LF 6" WHITE LINE 100 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0 PARKING "TEE" (TYP.) R10-15(MOD)R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7 8'12'
12'14'12'8'7'4' 22'(TYP.)
22'(TYP.)
39115'39115'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR 3972'3972'
4' BIKE BUFFER
3919' 39128'39128'4' BIKE BUFFER39152'4' BIKE BUFFER
39152'
3' BIKE BUFFER3'
RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.

EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKING CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)BIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.2 MATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVEMATCHLINE - SEE PREVIOUS SHEET
4 23
14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE8' PARKING
12' TRAVEL LANE8' PARKING
12'± CYCLE TRACK

CUTTING BOULEVARD
162 SF GREEN THERMOPLASTIC32 LF 6" WHITE LINE182 SF GREEN THERMOPLASTIC36 LF 6" WHITE LINE142 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINE 142 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINE
PARKING "TEE" (TYP.)
8' MIN SETBACK FROMDRIVEWAY (TYP.)
R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7 8'12'14'12'12'4'22'(TYP.)
22'(TYP.)8'7'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR 39160' 39160'
4' BIKE BUFFER 39115'39115'
4' BIKE BUFFER3958'3958'
4' BIKE BUFFER
7' CYCLE TRACK3' BIKE BUFFER
3'
R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7 R10-15(MOD)W11-1W1-7 RUBBER LANESEPERATOR (TYP.)12C3.0
INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.54 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE63 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINE63 SF GREEN THERMOPLASTIC28 LF 6" WHITE LINE EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE8' PARKING
12' TRAVEL LANE8' PARKING
12'± CYCLE TRACK

CUTTING BOULEVARD
122 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE
90 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 135 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 122 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE
122 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
2' GAP(TYP.)2' GAP(TYP.)
8' MIN SETBACK FROMDRIVEWAY (TYP.)
R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7 W11-1W1-7R10-15(MOD)10'8'12'14'12'8'6' 22'(TYP.)
20' ± ACBERM (TYP).20'± ACBERM (TYP.)
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATOR INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.
39238'
39238'
6' BIKE BUFFER
3943'
3943' 3990'3990' 39135'39135'
3'7'R10-15(MOD)W11-1W1-7 W11-1W1-7
R10-15(MOD)
W11-1W1-7R10-15(MOD)W11-1W1-7R10-15(MOD)W11-1W1-7R10-15(MOD)RUBBER LANESEPERATOR (TYP.)12C3.0 INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.

INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.
45 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE54 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE54 SF GREEN THERMOPLASTIC24 LF 6" WHITE LINE45 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE EXISTING SF BAYTRAIL SIGN EXISTING SF BAYTRAIL SIGNEXISTINGR1-1SIGN EXISTING NO PARKING, SFBAY TRAIL, AND R3-17 SIGN
EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC
MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKING CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)BIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.3 MATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVEMATCHLINE - SEE PREVIOUS SHEET
5 23
SOUTH 1ST ST.
14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE
12' TRAVEL LANE8' PARKING
10' MULTI-USE PATH
CUTTING BOULEVARDSOUTH 2ND ST.
162 SF GREEN THERMOPLASTIC32 LF 6" WHITE LINE
105 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 122 SF GREEN THERMOPLSTIC24 LF 6" WHITE LINE342 SF GREEN THERMOPLASTIC68 LF 6" WHITE LINE176 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 PROJECTLIMIT, SEENOTE 5
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
2' GAP(TYP.)
8' MIN SETBACK FROMDRIVEWAY (TYP.)
EASTBOUND, SIGN B ON SHEET C4.0:RICHMOND FERRY [1.4]MARINA WAY [2.0]POINT ISABEL [4.2] W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD) 10'14'12'7' 22'(TYP.)
20± ACBERM (TYP.)
14'39105'39105' 3966' 39176'39176' R9-6
8'3'7' CYCLE TRACK
W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD)INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATORRUBBER LANESEPERATOR (TYP.)12C3.0INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.

INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.
45 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE
117 SF GREEN THERMOPLASTIC52 LF 6" WHITE LINE45 SF GREEN THERMOPLASTIC20 LF 6" WHITE LINE W11-1W16-7P
50'
EXISTING R1-1 SIGNEXISTINGR1-1 SIGNEXISTING R1-1 SIGN
EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC 110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC
14' TWO-WAY CENTER TURN LANE12' TRAVEL LANE
12' TRAVEL LANE8' PARKING
10' MULTI-USE PATH
CUTTING BOULEVARDSOUTH 2ND ST.
162 SF GREEN THERMOPLASTIC32 LF 6" WHITE LINE
105 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 122 SF GREEN THERMOPLSTIC24 LF 6" WHITE LINE342 SF GREEN THERMOPLASTIC68 LF 6" WHITE LINE176 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 PROJECTLIMIT, SEENOTE 5
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
2' GAP(TYP.)
8' MIN SETBACK FROMDRIVEWAY (TYP.)
EASTBOUND, SIGN B ON SHEET C4.0:RICHMOND FERRY [1.4]MARINA WAY [2.0]POINT ISABEL [4.2] W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD) 10'14'12'7' 22'(TYP.)
20± ACBERM (TYP.)
14'39105'39105' 3966' 39176'39176' R9-6
8'3'7' CYCLE TRACK
W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD)INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATORRUBBER LANESEPERATOR (TYP.)12C3.0INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.

BNSF RAILROAD TRACKS
14' TWO-WAY CENTER TURN LANE14' TRAVEL LANE
12' TRAVEL LANE
7' CYCLE TRACK
10' CYCLE TRACK

CUTTING BOULEVARD
SOUTH3RD ST.SOUTH 2ND ST.
229 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0 240 LF 3-FOOT BIKE BUFFERWITH ASPHALT BERM ANDFLEXIBLE POSTS1C3.0302 SF GREEN THERMOPLASTIC60 LF 6" WHITE LINE 80 LF WHITE BASICCROSSWALK
841'31462'31462' 202 SF GREEN THERMOPLASTIC40 LF 6" WHITE LINE WORK TO BE DONE BY OTHERS9C3.0
RAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 PROJECT LIMIT,SEE NOTE 5 PROJECT LIMIT,SEE NOTE 5
2' GAP(TYP.) 2' GAP(TYP.)
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
WESTBOUND, SIGN C ON SHEET C4.0:[STRAIGHT ARROW] POINT RICHMOND[STRAIGHT ARROW] RICHMOND SAN RAFAEL BRIDGE W11-1W1-7R10-15(MOD) W11-1W1-7R10-15(MOD)

APPROXIMATERAIL ROADRIGHT OF WAY
10'14'14'12'11'7'
20'± ACBERM(TYP.) 20± ACBERM (TYP.)
100'±
39229'
39229'
39240'39240'
8230'
INSTALL RAISED ELEMENTS CENTERED INBUFFER SPACED AT 20', ALTERNATINGBETWEEN FLEXIBLE POST CHANNELIZERSAND RUBBER LANE SEPARATORRUBBER LANESEPERATOR (TYP.)12C3.0INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 10' O.C.

INSTALL 6" SOLID WHITESTRIPES AT 45°, SPACED 3' O.C.
195 SF GREENTHERMOPLASTIC
180 SF GREEN THERMOPLASTIC
222 SF GREENTHERMOPLASTIC
36 SF GREEN THERMOPLASTIC16 LF 6" WHITE LINE90 SF GREEN THERMOPLASTIC40 LF 6" WHITE LINE154 SF GREEN THERMOPLASTIC48 LF 6" WHITE LINE 53 SF GREEN THERMOPLASTIC

EXISTING SIDEWALK TO BEREMOVED AND REPLACEDON BOTH APPROACHES TOGRADE CROSSING

PROTECT INPLACE EXISTINGUTILITY VAULT
W11-1W16-7P
INSTALL NEW W10-9P PLAQUEBELOW EXISTING W10-1 SIGNPER MUTCD FIGURE 8B-6 ANDTABLE 2C-4, W10-1 SIGN SHALL BEPLACED AT A MINIMUM OF 125'FROM LIMIT LINE, 8' IN ADVANCEFROM RAILROAD GATE (TYP.) A PORTION OF THE RAILROAD PAVEMENT MARKINGSYMBOL SHOULD BE DIRECTLY OPPOSITE THE W10-1SIGN PER MUTCD FIGURE 8B-6 (TYP.) R9-6

BNSF RAILROAD TRACKS
14' TWO-WAY CENTER TURN LANE14' TRAVEL LANE
12' TRAVEL LANE
7' CYCLE TRACK
10' CYCLE TRACK

EXISTING SIDEWALK TO BEREMOVED AND REPLACEDON BOTH APPROACHES TOGRADE CROSSING

REMOVE EXISTING RAILROADPAVEMENT MARKING
EXISTINGR1-1 SIGN EXISTINGR1-1 SIGN EXISTINGR3-17 ANDR3-17BP SIGNEXISTING W10-1SIGN AND CYCLISTTRIP HAZARD SIGN EXISTING R3-17 ANDR3-17A PLAQUE ONEXISTING STREET LIGHT 24" WIDE 14'LIMIT LINE24" WIDE 14'LIMIT LINE
24" WIDE 8.5'LF LIMIT LINE
90 SF GREENTHERMOPLASTIC 90 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC110 SF GREENTHERMOPLASTIC 90 SF GREENTHERMOPLASTIC90 SF GREENTHERMOPLASTIC90 SF GREENTHERMOPLASTIC90 SF GREENTHERMOPLASTICTHERMOPLASTIC MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKING CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)BIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.4 MATCHLINE - SEE BELOWMATCHLINE - SEE NEXT SHEET

MATCHLINE - SEE ABOVEMATCHLINE - SEE PREVIOUS SHEET
6 23
11'11'10.5'
14'20'
10'11'15'
4TH ST
10' 10' CYCLE TRACK

CUTTING BOULEVARD

EXISTING RAILROADCROSSING GATE
24" WIDE 14' LF LIMIT LINE368 SF GREENTHERMOPLASTIC76 LF 6" WHITE LINE 857'3857'3852'852'
8187'
24" WIDE31' LF LIMITLINE 22293'
22293'
132 LF 6" SOLID WHITE
FLEXIBLE POSTDELINEATOR (TYP.)6C3.0
PROJECT LIMIT,SEE NOTE 5

APPROXIMATERAIL ROADRIGHT OF WAY
100'±
39310'39310'
R9-6
140 SF GREEN THERMOPLASTIC3975'3975'INSTALL 6" SOLID WHITE STRIPES AT 45°, SPACED 3' O.C. 266 SF GREENTHERMOPLASTIC266 SF GREEN THERMOPLASTIC54 LF 6" WHITE LINE 53 SF GREEN THERMOPLASTIC53 SF GREENTHERMOPLASTIC
53 SF GREEN THERMOPLASTICBNSF RAILROAD SUBDIVISION:RICHMOND INNER HARBORDOT# 015323P R8-10
R8-10
8'
INSTALL TRUNCATED DOMES 2' IN ADVANCEOF THE CPUC STANDARD 8 DEVICE. PLACETRUNCATED DOMES PERPENDICULAR TOTHE PEDESTRIAN PATH REMOVE 185 LF OF EXISTING6" SOLID WHITE LINEREMOVEEXISTINGBIKE LANESYMBOL INSTALL NEW R8-10PLAQUE UNDEREXISTING R1-1
24" WIDE 11' LIMIT LINE24" WIDE 14'LIMIT LINE 24" WIDE 33'LIMIT LINE 24" WIDE 18'LIMIT LINE
2111'27B92'2185'
27B78'
R8-10
27B20'
3865'3885'
4'14.5'11.5'11'2'
INSTALL CHEVRONCROSSHATCH MARKINGS PERMUTCD FIGURE 3B-8 REMOVE EXISTINGWOODEN POST ANDSALVAGE EXISTINGMINIMUM SPEED LIMITPLAQUE (R2-1) 125' PER MUTCD TABLE 2C-4
W10-1 AND W10-9P SIGN.PER MUTCDFIGURE 8B-6 AND TABLE 2C-4, W10-1 SIGNSHALL BE PLACED AT A MINIMUM OF 125'FROM LIMIT LINE, 8' IN ADVANCE FROMRAILROAD GATE (TYP.) A PORTION OF THE RAILROAD PAVEMENT MARKINGSYMBOL SHOULD BE DIRECTLY OPPOSITE THEW10-1 SIGN PER MUTCD FIGURE 8B-6 (TYP.) 8248'
A PORTION OF THE RAILROAD PAVEMENT MARKINGSYMBOL SHOULD BE DIRECTLY OPPOSITE THE W10-13834' 2'
BNSF SHALL INSTALL CPUC STANDARD NO. 8 FLASHINGLIGHT SIGNAL ASSEMBLY 12' MINIMUM FROM RAILROADTRACK CENTERLINE PER MUTCD FIGURE 8C-4 ON BOTHAPPROACHES TO GRADE CROSSING.

R2-1
24" WIDE 22' LIMIT LINE
24" WIDE 11'LIMIT LINE24" WIDE 13'LIMIT LINE
EXISTING W10-1SIGN AND CYCLISTTRIP HAZARD SIGNEXISTINGR15-1SIGN EXISTING D3-1,R1-1,AND CYCLIST TRIPHAZARD SIGN SIGN EXISTING RAILROADCROSSING ARM WITHEXISTING R15-1 SIGN
EXISTINGR15-1ANDR1-2 SIGN

EXISTING SF BAYTRAIL AND BIKELANE SIGN
EXISTING SF BAYTRAIL, R13-17,R13-17A,AND NO PARKING SIGNRAILROAD CROSSING SYMBOLPER CALTRANS STD PLAN A24B8C3.0 EXISTING R3-17AND R3-17B SIGNEXISTING R2-1REMOVEEXISTINGW10-1 SIGNEXISTING RAILROADCROSSING ARM WITHEXISTING R15-1 SIGN(TYPICAL) INSTALL NEW W10-9PPLAQUE BELOWEXISTING W10-1 SIGN
PROJECT LIMIT,SEE NOTE 5 24" WIDE 31' LF LIMIT LINE
24" WIDE31' LF LIMITLINE
24" WIDE 8.5'LF LIMIT LINE

10.5'11'11'
EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC

9.5'

EXISTINGTRACKPANELINSTALLASPHALTPAVEMENT
45 SF GREENTHERMOPLASTICR5-18R9-3CPR9-3BP
INSTALL NEW 11'GALVANIZED POLE
4TH ST
10' 10' CYCLE TRACK

CUTTING BOULEVARD

10.5'11'11'
EXISTING STRIPING,SEE NOTE 5
110 SF GREENTHERMOPLASTIC
110 SF GREENTHERMOPLASTIC

9.5'

EXISTINGTRACKPANELINSTALLASPHALTPAVEMENT
45 SF GREENTHERMOPLASTICR5-18R9-3CPR9-3BP
INSTALL NEW 11'GALVANIZED POLE
10'4.5'
10'4.5'
10' MULTI-USE PATH 4.5' BUFFER

WORK TO BE DONE BY OTHERS

HOFFMANBOULEVARD

HOFFMANBOULEVARDCUTTINGBOULEVARD
PROJECT LIMIT,SEE NOTE 5

WORK TO BE DONE BY OTHERS
REMOVEEXISTINGBIKE LANESYMBOL45 SF GREENTHERMOPLASTIC
10'4.5'
10'4.5'
10' MULTI-USE PATH 4.5' BUFFER

WORK TO BE DONE BY OTHERS

HOFFMANBOULEVARD

HOFFMANBOULEVARDCUTTINGBOULEVARD
PROJECT LIMIT,SEE NOTE 5

WORK TO BE DONE BY OTHERS
REMOVEEXISTINGBIKE LANESYMBOL45 SF GREENTHERMOPLASTIC
MARKERS & STRIPE CODE CHARTTYPE I 10' ARROW PER CALTRANS STD A24ATYPE IV (L) ARROW PER CALTRANS STD A24ATYPE VII (R) ARROW PER CALTRANS STD A24A BIKE LANE SYMBOL WITH PERSON PER CALTRANSSTD A24CYIELD LINE PER CALTRANS STD A24E"STOP" PAVEMENT MARKING PER CALTRANS STDA24D STRIPED GREEN THERMOPLASTIC PAVEMENT MARKING,2' WIDE AND LENGTH PER CYCLE TRACK AS SHOWN INTHE PLANS WITH 6" WHITE STRIPE ADJACENT ASSHOWN. GAPS BETWEEN MARKINGS SHALL BE 4'SOLID GREEN THERMOPLASTIC PAVEMENTMARKINGASPHALT PLUG (47 SF), SEE DETAIL 2 ON SHEET C3.0CONCRETE FOR NEW CURB RAMP (210 SF)PARKING TEE, SEE DETAIL 7 ON SHEET C3.0SIGN POST, SEE DETAIL 11 ON SHEET C3.0 CLASS I FLEXIBLE POST PER CALTRANS STD A73CSEE DETAIL 6 ON SHEET C3.0TRUNCATED DOMES, SEE DETAIL 10 ON SHEET C3.031500'7C3.0DETAIL NUMBERSHEET NUMBER CALTRANS STRIPINGDETAIL NUMBERLENGTH OR QUANTITYOF STRIPE/SYMBOLBIKE LANE ARROW PER CALTRANS STD PLAN A24A,SEE DETAIL 8 ON SHEET C3.0PROPOSED STRIPING, WIDTH OFSTRIPE VARIES, SEE PLANS NOTES1)UPON COMPLETION OF ALL CONCRETE WORK THE CONTRACTOR SHALLSLURRY SEAL CUTTING BOULEVARD FOR THE FULL WIDTH LIP OF GUTTER TOLIP OF GUTTER. SEE PLANS FOR PROJECT LIMIT2)NO WORK ALLOWED WITHIN THE RAILROAD RIGHT OF WAY UNLESS DIRECTEDBY ENGINEER. CONTRACTOR TO COORDINATE WITH RAILROAD TO PROVIDERAILROAD FLAGGING3)ANY WORK WITHIN 25' OF THE RAIL ROAD TRACK CENTERLINE REQUIRES ARAILROAD FLAGGER4)INSTALL BLUE REFLECTIVE MARKER FOR FIRE HYDRANTS AFTER SLURRY SEALHAS BEEN COMPLETED5)ALL EXISTING STRIPING SHOWN ON AERIAL BACKGROUND WITHIN PROJECTLIMIT SHOWN ON PLANS HAS BEEN REMOVED. 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END PROPOSEDLAYOUTC2.5 MATCHLINE - SEE BELOW

MATCHLINE - SEE ABOVE

MATCHLINE - SEE PREVIOUS SHEET
7 23
CONSTRUCTIONDETAILSC3.0
²
² ²
²
STRIPING SYMBOLS8
PROOF-ROLLED ANDCOMPACTED TO 95%RELATIVE COMPACTION

SAWCUT CLEAN EDGE ATEXISTING PAVINGNEW CONCRETE SIDEWALK,SECTION PER CITY OFRICHMOND STANDARD PLANSEXISTING PAVEMENTSURFACE INSTALL 16" LONG #4 DOWELS @18" O.C., EMBED WITH EPOXY INTOEXISTING CONCRETE SIDEWALK

CONNECT TO EXISTING CONCRETE
ABBREVIATIONS:AAREAABAGGREGATE BASEACASPHALT CONCRETECLRCLEARDADIAMETEREXEXISTINGE.W.EACH WAYFTFEETGALVGALVANIZEDHORZHORIZONTALI.D.INSIDE DIAMTERMINMINIMUMO.C.ON CENTERO.D.OUTSIDE DIAMTERPCCPORTLAND CEMENT CONCRETEPVMTPAVEMENTPERFPERFORATEDPRPROPOSEDPVCPOLYVINYL CHLORIDERRADIUSR.C.RELATIVE COMPACTIONREQ'DREQUIREDSDSTORM DRAINSTDSTANDARDT&GTONGUE AND GROOVETYPTYPICALVERTVERTICAL 1 1936 University Ave, Suite 250Berkeley, CA 94704510 343 6400www.cswst2.comC S W S T 2CONTRA COSTA COUNTYCALIFORNIARICHMONDCUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYSCUTTING BLVD: S GARRARD BLVD TO HOFFMAN BLVDHOFFMAN BLVD: CUTTING BLVD TO HARBOUR WAY SOUTHHARBOUR WAY SOUTH: HOFFMAN BLVD TO SOUTH END

ASPHALT BERM
VERTICAL CURB WHERESHOWN ON PLANS18" MINSEE NOTE 116" MINPLACE 18" WIDE FULL DEPTHAC PLUG AT CONFORMLIMIT / SAWCUT LINE

EXISTINGAC PAVINGSAWCUT LINE,SEE PLANS
NOTES:1.WHEN ASPHALT PLUG IS WIDER THAN 36", CONTRACTOR MAY USE 12"OF CLASS II AGGREGATE BASE COMPACTED AT 95% R.C. FOR THEBASE MATERIAL OF THE UPPER 4" OF ASPHALT.2ASPHALT CONCRETE PLUG (NTS)CONCRETE CURB NTS3 5 BACK OF WALK
6' MIN
4'-2" MINDETECTABLE WARNING SURFACE,SEE DETAIL 10 ON THIS SHEET7.5%MAX3' 9% MAXFLUSH TRANSITION 4' MIN.1.5%MAX
FACE OF CURB0" CURB6" CURB 6" CURB0" CURB9% MAX6' MIN

DETECTABLE WARNING SURFACE
7 CROSSWALK DETAIL (NTS)9
NOTES:1.DETECTABLE WARNING SURFACE SHALL BE RECESSED AND CAST IN CONCRETE IFAPPLYING TO NEW CONCRETE.2.DETECTABLE WARNING SURFACE SHALL BE INSTALLED AT BOTTOM OF THE RAMP. SEETHE LAYOUT PLANS FOR THE SPECIFIC LOCATIONS TO INSTALL THE WARNING SURFACES.3.DETECTABLE WARNING DEVICES TO BE COLOR YELLOW CONFORMING TO FEDERALCOLOR NO. 33538.

0.2" 0.65"MIN BASETO BASESPACINGRAISED TRUNCATEDDOME PATTERN (IN-LINE)RAISED TRUNCATED DOME TOP DIAMETER0.45" MIN. TO 0.47"MAXBASE DIA,0.9" MINTO 0.92" MAX.TOP DIA,0.45" MIN. TO0.47" MAX

2.3" MIN TO 2.4" MAXCENTER TO CENTERSPACING
14" PCC6"6"1"18"
6" MINCL II AB 18"
12"PCC
18"6"1"1"
6" MIN CL II AB
6"5% MAXAC PLUGSEE DETAIL 2
NOTES:1.SAW CUT & REMOVE EXISTING PAVEMENT 18" OR AT THE DIRECTION OF THE ENGINEER FROMTHE LIP OF GUTTER AND REPLACE WITH A MINIMUM OF 6" OR EXISTING FULL STREET SECTIONOF HOT MIX ASPHALT, WHICHEVER IS GREATER. SEE DETAIL 22.CROSS SLOPE TO MATCH ADJACENT PAVEMENT SLOPE3.CURBS AND/OR GUTTER SHALL BE PER CITY OF RICHMOND STANDARD DETAIL ST-1B WITHREBAR ADDED TYPE "C" CURBTYPE "D" CURB AND SPILL GUTTER
NOTES:1.INSTALL 4-INCH WHITE LINE. SEE DETAIL 27B,STANDARD PLAN A20B2.REFER TO CALTRANS STANDARD PLAN A73C,CLASS 1 FLEXIBLE POST DELINEATOR, TYPEE, SURFACE MOUNT, SPACING AT 10 FOOTON CENTER3.THE RETROFLECTIVE SHEETING USED ONTHE BACK OF DELINEATOR SHALL BE AMINIMUM SIZE OF 3" X 3" 6CLASS 1 FLEXIBLE POST (NTS)4'
MIN 3" X 12" RETROFLECTIVE SHEETING3" MIN
2 14" MIN WHITE POSTSURFACE MOUNT, SEE NOTE 218"MIN

USE TACK COAT TO BOND ASPHALTBERM TO EXISTING ASPHALTEXISTINGASPHALTASPHALTBERM NOTES:1.ASPHALT SHALL BE TYPE A WITH 1/2" MAX AGGREGATE.2.ASPHALT BERM TO BE PAINTED WHITE FOR HIGH VISIBILITY. 3"5"3"6"
8 23

PAVEMENT MARKERS & TRAFFIC LINES (NTS)
10 BASIC

CONTINENTAL
LADDERNOTES:1.SPACES BETWEEN MARKINGS MUSTBE PLACED IN WHEEL TRACKS OFEACH LANE.2.SPACINGS NOT TO EXCEED 2.5 TIMESWIDTH OF LONGITUDINAL LINE.3.ALL CROSSWALK MARKINGS MUST BEWHITE EXCEPT THOSE NEARSCHOOLS MUST BE YELLOW ²
11' O.C.TYP.
4CURB RAMP
NOTES:1.RUBBER LANE SEPARATOR SHALL BE INSTALLEDDIRECTLY ON ROADWAY PER MANUFACTURERSRECOMMENDATIONS.2.DIMENSIONS OF RUBBER LANE SEPARATOR ARESHOWN FOR REFERENCE ONLY. CONTRACTORTO SUPPLY SUBMITTAL FOR APPROVAL.3.NO LANE SEPARATORS SHALL BE PLACEDWITHIN 15 FEET OF RAILROAD CENTERLINE.

SCALE:NTSSECTION
SCALE:NTSPLAN
4" TO 6"30" TO 48"6" TO 8"
#4 REBARCONTINUOUS AT 9" O.C.2" MIN. COVER
#4 REBAR CONTINUOUSAT 9" O.C. 2" MIN. COVER
TYPE A (PER CALTRANS STD PLAN A87B)
²
²
2'TYP.2'TYP.
11' O.C.TYP.

CHEVRONPARKING STALL MARKING
4"
4"
12"12"12"

OMIT ATENDSTRAVEL LANE

PARKING
SIGN AND POST11 RUBBER LANE SEPARATOR12
ATTACH SIGN TO POST WITH BOLTS AT TOP,CENTER AND BOTTOM. USE 1\4" ØHEX HEAD BOLTS WITH FLAT WASHERS,FIBER WASHER, LOCK WASHER AND NUT. 2 3/8" O.D. TELSPAR OR APPROVED EQUAL.SIGNS MAY BE INSTALLED ON EXISTING POLES, IFAPPROVED BY THE ENGINEER FINISH GRADE18"TYP.7' MIN 8.5' MAX4" MIN
PORTLAND CEMENTPER SPECIFICATIONS36"12"

SEE PLANS FOR SIGN DESIGNATION
4"FACE OF CURB OREDGE OFTRAVELED WAY

FINISH GRADE

SIGNING & STRIPING PLAN
SS - 1

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY
SS - 2
SIGNAL
ON
ONLY
CROSS

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

SIGNING & STRIPING PLAN
SS - 3
BIKE
LANE

PARKING
ANY
TIME
NO

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

SIGNING & STRIPING PLAN

HARBOUR WAY
SS - 4

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

SIGNING & STRIPING PLAN
SS - 5
BIKE
LANE

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

SIGNING & STRIPING PLAN
SS - 6
“ ”

WAYFINDING SIGNING PLAN

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY
SS -7

BIKE ROUTE

BIKE LANE PARKING
ANY
TIME
NO
MONDAY
STREET

NOPARKING

TOW OR CITE
4AM TO 7AM

SWEEPING
Richmond
Terminal
No. 2 & 3

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

WAYFINDING SIGNING PLAN
SS - 8

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

WAYFINDING SIGNING PLAN
SS - 9

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

WAYFINDING SIGNING PLAN
SS - 10

CONTRA COSTA COUNTY CALIFORNIARICHMOND

HARBOUR-HOFFMAN TWO-WAY CLASS IV FACILITY

WAYFINDING SIGNING PLAN
MODIFYING SIGNAL ANDLIGHTING SYSTEMS(LOCATION 1, CALTRANS)E - 1

STANDARD AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
MODIFYING SIGNAL ANDLIGHTING SYSTEMS(LOCATION 1)E - 2
∅∅∅∅∅∅∅∅∅∅∅∅
MODIFYING SIGNAL ANDLIGHTING SYSTEMS(LOCATION 2, CALTRANS)E - 3

STANDARD AND EQUIPMENT SCHEDULE

CONDUCTOR AND CONDUIT SCHEDULE
MODIFYING SIGNAL ANDLIGHTING SYSTEMS(LOCATION 2)E - 4
∅∅∅∅∅∅∅∅∅∅∅∅

Richmond City CouncilSeptember 16, 2025

Richmond City Council
September 16, 2025