1 1:20
N
3 4
4 4
CITY OF HAYWARD
PUBLIC WORKS DEPARMENT
DESIGN CONCEPTADVANCED MOBILITY GROUP
3003 OAK ROAD, SUITE 100
WALNUT CREEK, CA 94597
DESIGNED
REVISION BY APP.
BENCHMARK
DRAWN
CHECKED
R.SABINIANO
R.SABINIANO
C.HIGBEE
DATE
SCALE
6/04/2024
SHEET OF 8
DWG.
PJ NO.
NO.
1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD
INFORMATION AND FIELD TOPOGRAPHY. ACTUAL
LOCATIONS MAY VARY AND ADDITIONAL CROSSINGS
MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.
LOCATING SERVICES" LOCATE AND MARK EXISTING
UTILITIES PRIOR TO THE START OF EXCAVATION.
2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN
EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
3. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
NOTES:
Know what's below.
before you dig.Call
R
ORCHARD AVE
ORCHARD AVE & JOYCE ST REMOVAL PLAN
JOYCE ST
REMOVAL NOTES (THIS SHEET ONLY):
REMOVE EXITING THERMOPLASTIC PAVEMENT MARKING
REMOVE EXISTING R6-1 WITH W2-6 SIGN AND POST
REMOVE EXISTING R1-2 SIGN AND POST
REMOVE EXISTING W2-6 SIGN AND POST
1 "YIELD"
2 1
1 "YIELD"
1 "YIELD"
1 "YIELD"
2 3
3 4
4 MATCH LINE (SEE SHEET 2)
3 122'
3 16" STRIPING
ATTACHMENT II
2 1:20
3 CITY OF HAYWARD
PUBLIC WORKS DEPARMENT
DESIGN CONCEPTADVANCED MOBILITY GROUP
3003 OAK ROAD, SUITE 100
WALNUT CREEK, CA 94597
DESIGNED
REVISION BY APP.
BENCHMARK
DRAWN
CHECKED
R.SABINIANO
R.SABINIANO
C.HIGBEE
DATE
SCALE
6/04/2024
SHEET OF 8
DWG.
PJ NO.
NO.
1. ALL EXISTING UTILITIES WERE PLOTTED FROM RECORD
INFORMATION AND FIELD TOPOGRAPHY. ACTUAL
LOCATIONS MAY VARY AND ADDITIONAL CROSSINGS
MAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.
LOCATING SERVICES" LOCATE AND MARK EXISTING
UTILITIES PRIOR TO THE START OF EXCAVATION.
2. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN
EXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.
3. ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
NOTES:
Know what's below.
before you dig.Call
R
ORCHARD AVE & ONEIL AVE REMOVAL PLAN
REMOVAL NOTES (THIS SHEET ONLY):
REMOVE EXITING THERMOPLASTIC PAVEMENT MARKING
REMOVE EXISTING W4-2 SIGN AND POST
REMOVE EXISTING BOTT DOTS
1 "TYPE VI ARROW"
2 N
N
2 1
ORCHARD AVE
ORCHARD AVE
ONEIL AVE
MISSION BLVD
MATCH LINE (SEE SHEET 1)
MATCH LINE (SEE BELOW)
MATCH LINE (SEE ABOVE)
MATCH LINE (SEE SHEET 3)
3 450'
3 450'
3 435'
3 450'
3 450'
1 1
"TYPE II ARROW"
"TYPE II ARROW"
3160'
3 1 205'
1 205'
1135'
31:20 CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
MISSION BLVD & CARLOS BEE BLVD REMOVAL PLAN
N
MISSION BLVDCARLOS BEE BLVD
MATCH LINE (SEE SHEET 2)
MATCH LINE (SEE BELOW)
REMOVAL NOTES (THIS SHEET ONLY):REMOVE EXITING THERMOPLASTIC PAVEMENT MARKINGREMOVE EXISTING BOTT DOTS12 1"TYPE I ARROW"1"TYPE I ARROW"1"TYPE I ARROW"2260'
2150'
CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
ORCHARD AVE
ORCHARD AVE & JOYCE ST IMPROVEMENT PLAN
JOYCE ST
41:20
N
415' 415'
415'
5411'3
3 31
1 1
1 100'
100'100'
100'
6'
6'
MATCH LINE (SEE SHEET 5) 280' 2110'
280'
220'6
PROJECT NOTES (THIS SHEET ONLY):FURNISH AND INSTALL W2-6 WITH W13-1P (15MPH) (100' ADVANCE PLACEMENT)SIGN AND POSTFURNISH AND INSTALL RED CURB PAINTFURNISH AND INSTALL R1-2 SIGN AND POSTFURNISH AND INSTALL THERMOPLASTIC WHITE YIELD LINE (SEE DETAIL A)FURNISH AND INSTALL R6-4 SIGN AND POSTFURNISH AND INSTALL WHITE HIGH VISIBILITY LADDER CROSSWALKFURNISH AND INSTALL N-1 (CA) SIGN ON EXISTING BOLLARDSFURNISH AND INSTALL WHITE K71 BOLLARDS AT 15' O.C SPACING. BOLLARDSSHOULD NOT BE WITHIN 10' DRIVEWAYS.FURNISH AND INSTALL 6" WHITE THERMOPLASTIC STRIPING.FURNISH AND INSTALL 6" YELLOW THERMOPLASTIC STRIPING.FURNISH AND INSTALL NEW YELLOW TUFF CURB DELINEATOR SYSTEM AT8' O.C SPACING.FURNISH AND INSTALL NEW WHITE FLEXIBLE DELINEATORS.SPACING (AS NOTED).FURNISH AND INSTALL NEW SPEED HUMP IN EXISTING STRIPED TRUCK APRON. 12345678
7 8100' 8100'
3'-0"2'-0"
312' 11190' 15' 15'
9 98' O.C SPACING870'
13'
13'108' O.C SPACING12'
1011
230'
220'220'
230'
14'
98' O.C SPACING
11130'1110
1017'12' 12'12'
FURNISH AND INSTALL NEW YELLOW THERMOPLASTICDETAIL 21 TRAFFIC STRIPE PER CALTRANS STANDARDPLAN SHEET A20A.FURNISH AND INSTALL NEW WHITE THERMOPLASTIC DETAIL 27B TRAFFIC STRIPE PER CALTRANS STANDARDPLAN SHEET A20B.2127B 21 21
12 27B765'27B630'12720'8100'21
13 1313
51:20 CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
ORCHARD AVE & ONEIL IMPROVEMENT PLAN
ORCHARD AVE
ONEIL AVE.
N [ 20' ]
MATCH LINE (SEE SHEET 4)
SEE MATCHLINE BELOW
SEE MATCHLINE ABOVE
ORCHARD AVEN
PROJECT NOTES (THIS SHEET ONLY):FURNISH AND INSTALL WHITE K71 BOLLARDS AT 15' O.C SPACING. BOLLARDSSHOULD NOT BE WITHIN 10' DRIVEWAYS.FURNISH AND INSTALL NEW R3-7 SIGN ON EXISTING POST.FURNISH AND INSTALL SC11 (CA) SIGN AT NEW WHITE K71 BOLLARD.FURNISH AND INSTALL NEW WHITE FLEXIBLE DELINEATORS.SPACING (AS NOTED).FURNISH AND INSTALL NEW WHITE THERMOPLASTIC DETAIL 27B TRAFFIC STRIPE PER CALTRANS STANDARD PLAN SHEET A20B.FURNISH AND INSTALL YELLOW THERMOPLASTIC DETAIL 29 TRAFFIC STRIPEPER CALTRANS STANDARD PLAN SHEET A20B.FURNISH AND INSTALL WHITE THERMOPLASTIC DETAIL 38A TRAFFIC STRIPE PER CALTRANS STANDARD PLAN SHEET A20D.FURNISH AND INSTALL TYPE III (24') RIGHT ARROW PER CALTRANS STANDARD PLAN SHEET A24B. 12 [ 14' ][ 14' ] [ 19' ][ 14' ]180'
180' 150' 1115'
MISSION BLVD
[ 19' ][ 14' ]
MATCH LINE (SEE SHEET 6)29 38A160'2
15'15'
15'3 34 4210'5'38A
29195'
29130'
27B765'27B630'
27B
4390'
4720'
1100'
1100'[ 20' ]
61:20 CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
ORCHARD AVE & ONEIL IMPROVEMENT PLAN
N
PROJECT NOTES (THIS SHEET ONLY):FURNISH AND INSTALL NEW R3-7 SIGN ON EXISTING POSTFURNISH AND INSTALL WHITE K71 BOLLARDS AT 15' O.C SPACING. BOLLARDSSHOULD NOT BE WITHIN 10' DRIVEWAYS.FURNISH AND INSTALL NEW W74 SIGN AND POST.FURNISH AND INSTALL NEW TRAFFIC PATTERN AHEAD SIGN AND POST.FURNISH AND INSTALL WHITE THERMOPLASTIC DETAIL 38A TRAFFIC STRIPE PER CALTRANS STANDARD PLAN SHEET A20DFURNISH AND INSTALL TYPE III (24') RIGHT ARROW PER CALTRANS STANDARD PLAN SHEET A24B 12338A
N
2290'
1 38A260' 2170'
2170'
MISSION BLVDCARLOS BEE BLVD
CARLOS BEE BLVD
MATCH LINE (SEE SHEET 5)
SEE MATCHLINE BELOW
MATCH LINE (SEE ABOVE)
3 200' NTS4
4 15'
15'15'
7N/A CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
ORCHARD AVE & JOYCE ST DESIGN CONCEPT
STREET VIEW A DESIGN CONCEPT (TYPICAL APPLICATION)
STREET VIEW B DESIGN CONCEPT (TYPICAL APPLICATION)
81:20 CITY OF HAYWARDPUBLIC WORKS DEPARMENTDESIGN CONCEPTADVANCED MOBILITY GROUP3003 OAK ROAD, SUITE 100WALNUT CREEK, CA 94597DESIGNEDREVISIONBYAPP.BENCHMARKDRAWNCHECKEDR.SABINIANOR.SABINIANOC.HIGBEEDATESCALE6/04/2024 SHEETOF8DWG.PJ NO.NO.
1.ALL EXISTING UTILITIES WERE PLOTTED FROM RECORDINFORMATION AND FIELD TOPOGRAPHY. ACTUALLOCATIONS MAY VARY AND ADDITIONAL CROSSINGSMAY EXIST IN THE FIELD. IT IS IMPERATIVE THAT "U.S.A.LOCATING SERVICES" LOCATE AND MARK EXISTINGUTILITIES PRIOR TO THE START OF EXCAVATION.2.THE CONTRACTOR SHALL USE EXTREME CAUTION WHENEXPOSING EXISTING UTILITY CROSSINGS AND SERVICES.3.ANY DAMAGE TO EXISTING UTILITIES WILL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.NOTES:Know what'sbelow.before you dig.Call R
ORCHARD AVE & JOYCE ST TRUCK TURN TEMPLATE
ORCHARD AVE
WidthLock to Lock TimeTrackSU-40Steering Angle4.00:::6.08.008.0031.8:25.00feet
39.50 JOYCE ST
ORCHARD AVE
JOYCE ST
N
N
N
ORCHARD AVEMISSION BLVD