|
GENERAL NOTES:
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS, AND THE
<br />LATEST EDITION OF SAN JOAQUIN COUNTY STANDARD
<br />SPECIFICATIONS AND PLANS AND THE 2022 STATE OF CALIFORNIA
<br />DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND
<br />MATERIALS (EXCEPT AS SPECIFIED IN THE SPECIFICATIONS)
<br />NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND
<br />THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR
<br />TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY
<br />THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES
<br />AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR
<br />SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE
<br />WORK IN GENERAL TERMS BUT NOT INCOMPLETE DETAIL, IT IS
<br />UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO
<br />PREVAIL AND THAT ONLY APPROVED MATERIALS AND
<br />WORKMANSHIP OF THE FIRST QUALITY ARE TO USED.
<br />3. THE TYPES, LOCATION, SIZES AND/OR DEPTHS OF EXISTING
<br />UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS WERE
<br />OBTAINED BYTHE DESIGN ENGINEER FROM "OUTSIDE SOURCES,"
<br />BELIEVED TO BE RELIABLE. HOWEVER, THE CONTRACTOR IS
<br />CAUTIONED THAT ONLYACTUAL EXCAVATION WILL REVEAL THE
<br />TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF SUCH
<br />UNDERGROUND UTILITIES. FOR MCI FACILITIES, CONTACT MCI
<br />REPRESENTATIVE LEWIS THOMPSON AT (916) 373-7978 FOR
<br />ACTUAL LOCATION IN THE PROJECT AREA.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
<br />PHYSICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES
<br />AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR
<br />TO COMMENCEMENT OF WORK. CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL
<br />SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL
<br />NOTIFY UTILITY COMPANIES FORTY-EIGHT HOURS IN ADVANCE OF
<br />ANY CONSTRUCTION (UNDERGROUND SERVICE ALERT
<br />1-800-227-2600). UTILITY COMPANY(S) SHALL BE RESPONSIBLE TO
<br />ADJUST TO PROPOSED PAVEMENT OR CONCRETE GRADE ALL
<br />SURFACE FACILITIES, UNLESS OTHERWISE NOTED IN THESE
<br />PLANS.
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1541
<br />(A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8
<br />CALIFORNIA ADMINISTRATION CODE SECTION 1541), ISSUED BY
<br />THE OCCUPATIONAL SAFETYAND HEALTH STANDARDS BOARD
<br />PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND
<br />HEALTH ACT OF 1973, AS AMENDED, WHICH STATES:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION: I.E.,
<br />SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE
<br />ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND
<br />INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION
<br />APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
<br />CAREFUL PROBING OR AND DIGGING; AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR
<br />THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION.
<br />6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING
<br />OR PROVISIONS TO PROTECT WORKERS FOR ALL AREAS TO BE
<br />EXCAVATED TO A DEPTH OF FOUR FEET OR MORE. SAID
<br />PROTECTION TO BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS
<br />(CAL -OSHA, OSHA).
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF
<br />THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES
<br />WITH RESPECTIVE UTILITY COMPANIES. CONTRACTOR SHALL
<br />NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS
<br />BETWEEN EXISTING UTILITIES AND PROPOSED IMPROVEMENTS.
<br />8. FINAL PAVEMENT WORK SHALL NOT OCCUR PRIOR TO
<br />COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC
<br />APPROVAL OF THE OWNER'S REPRESENTATIVE.
<br />9 ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE
<br />CONSTRUCTION OF ANY FACILITIES WITHIN THIS PROJECT.
<br />10. PRIOR TO PLACEMENT OF ANY FINISH ASPHALT CONCRETE OR
<br />CONCRETE THE CONTRACTOR SHALL VERIFY ALL FINISH GRADES
<br />AND SLOPES FOR COMPLIANCE WITH THE AMERICANS WITH
<br />DISABILITIES ACT (ADA) AND APPROVAL AND ACCEPTANCE BY
<br />COUNTY.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE
<br />OWNER'S REPRESENTATIVE.
<br />12. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE
<br />INTEGRITY OF EXISTING FACILITIES. THE CONTRACTOR IS
<br />RESPONSIBLE TO REPAIR, TO THE SATISFACTION OF THE
<br />PROJECT ENGINEER AND SAN JOAQUIN COUNTY, ANY FACILITIES
<br />DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />13. CONTRACTOR SHALL REFERENCE EXISTING MONUMENTS AND/OR
<br />PROPERTY CORNER PRIOR TO COMMENCEMENT OF WORK.
<br />14. WHERE EXISTING FENCES ARE TO BE REMOVED FOR
<br />CONSTRUCTION PURPOSES CONTRACTOR SHALL REMOVE AND
<br />REPLACE THE FENCING IN KIND. WHERE THE EXISTING FENCE IS
<br />USED FOR PROPERTY SECURITY AND/OR CONTAINMENT
<br />CONTRACTOR SHALL ERECT TEMPORARY FENCING (NOT SHOWN
<br />ON PLANS) DURING CONSTRUCTION AS DIRECTED BY THE
<br />OWNERS REPRESENTATIVE.
<br />15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND
<br />LICENSES REQUIRED FOR THE CONSTRUCTION AND COMPLETION
<br />OF PROJECT.
<br />17. ALL PROPERTY LINES AND EASEMENTS SHOWN ON THESE PLANS
<br />ARE BASED ON AVAILABLE RECORDED DOCUMENTS.
<br />18. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF
<br />THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES
<br />AND INSTALLATION OF NEW SERVICES, METERS, TRANSFORMERS,
<br />ETC. WITH RESPECTIVE UTILITY COMPANIES.
<br />PACIFIC GAS & ELECTRIC (209) 942-1429
<br />PACIFIC BELL (209) 943-4087
<br />CITY WATER (209) 937-7030
<br />C.O.S.M.U.D. (209)937-8782
<br />MCI (972) 729-6016
<br />COMCAST (209) 474-1747
<br />19. THE CONTRACTOR SHALL ADJUST TO GRADE ALL COUNTY
<br />FACILITIES (INCLUDING, BUT NOT LIMITED TO VALVE BOXES, PULL
<br />BOXES, MAINTENANCE HOLE RIM AND COVERS, METER BOXES)
<br />WITHIN THE LIMITS OF WORKAND/OR AS DIRECTED BY ENGINEER.
<br />THE FACILITIES SHALL BE ADJUSTED AS SET FORTH IN S.J.C.
<br />STANDARD DETAIL AND/OR AS DIRECTED BY ENGINEER.
<br />20. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF
<br />INCLEMENT WEATHER, AND RESTORED TO THEIR ORIGINAL
<br />CONDITIONS UPON COMPLETION OF WORK.
<br />CONSTRUCTION NOTES:
<br />1. THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE
<br />DIMENSIONS SHOWN ON THESE PLANS. ANY CLARIFICATION ON
<br />CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE
<br />DIRECTED TO THE OWNER'S REPRESENTATIVE PRIOR TO THE
<br />CONSTRUCTION OF THE IMPROVEMENTS
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING
<br />EXISTING SURROUNDING LANDSCAPE AND OTHER
<br />IMPROVEMENTS WITH A SMOOTH AND UNIFORM TRANSITION IN
<br />PAVING, CURBS, GUTTERS, SIDEWALKS, GRADES, ETC., AND TO
<br />AVOID ANY ABRUPT OR APPARENT CHANGES IN CROSS SLOPES,
<br />LOW SPOTS OR HAZARDOUS CONDITIONS.
<br />3. WHERE PAVEMENT IS TO BE EXTENDED OR REMOVED, EXISTING
<br />PAVEMENT SHALL BE SAW -CUT TO A NEAT, CLEAN LINE
<br />IMMEDIATELY PRIOR TO THE PLACEMENT OF NEW ASPHALT
<br />CONCRETE.
<br />4. ALL NEW CONCRETE FLATWORK WITHIN THE PUBLIC
<br />RIGHT-OF-WAY SHALL BE DRILLED AND DOWELED AND/OR KEYED
<br />INTO EXISTING FLATWORK IN ACCORDANCE WITH SAN JOAQUIN
<br />COUNTY STANDARD PLANS AND SPECIFICATIONS.
<br />5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
<br />SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED DURING
<br />THE CONSTRUCTION.
<br />6. CONTRACTOR SHALL NOT DISTURB OR DISRUPT EXISTING
<br />TRAFFIC SIGNAL IMPROVEMENTS/EQUIPMENT INCLUDING, BUT
<br />NOT LIMITED TO POLES, PEDESTALS, DETECTOR LOOPS, PULL
<br />BOXES AND FOUNDATIONS.
<br />7. DURING CONSTRUCTION ALL CATCH BASINS AND DROP INLETS
<br />SHALL BE PROTECTED USING STORM DRAIN INLET FILTER BAGS
<br />AND EITHER A STORM DRAIN INLET FILTER OR INLET SEDIMENT
<br />CONTROL. SEE EROSION CONTROL DETAILS ON SHEET 7.
<br />8. IT IS PROHIBITED TO DISCHARGE ANYTHING EXCEPT CLEAN
<br />WATER INTO THE STORM DRAIN SYSTEM.
<br />9. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
<br />OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY FOR
<br />ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT
<br />SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS, SAN
<br />JOAQUIN COUNTY, AND ENGINEER HARMLESS FORM ANY AND ALL
<br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br />PERFORMANCE OF THIS WORK ON THIS PROJECT.
<br />POLLUTION AND DUST CONTROL:
<br />1. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR
<br />OF RUBBISH AND DEBRIS.
<br />2. THE CONTRACTOR SHALL EXERCISE CARE TO PRESERVE AND
<br />PROTECT NATURAL HABITAT ADJACENT TO THE PROJECT SITE.
<br />3. THE CONTRACTOR SHALL NOT DISCHARGE SMOKE, DUST, OR
<br />ANY OTHER AIR CONTAMINANTS INTO THE ATMOSPHERE IN SUCH
<br />A QUANTITY AS WILL VIOLATE THE REGULATIONS OF ANY LEGALLY
<br />CONSTITUTED AUTHORITY.
<br />4. THE CONTRACTOR SHALL KEEP ALL AREAS GENERATING DUST
<br />WITHIN THE LIMITS OF THE PROJECT WELL WATERED DURING THE
<br />TERM OF THIS CONTRACT. THIS INCLUDES BUT IS NOT LIMITED TO
<br />ACCESS RAMPS, THE HAUL ROADS, THE EMBANKMENT FILL AREA,
<br />AND ANY OTHER AREAS THAT MAY GENERATE DUST AS A RESULT
<br />OF CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL
<br />PROVIDE DUST CONTROL MEASURES DURING EVENINGS,
<br />WEEKENDS, AND HOLIDAYS WHEN REQUESTED BY THE COUNTY.
<br />5. THE CONTRACTOR(S) SHALL KEEP ALL PUBLIC ROADWAYS
<br />ADJACENT TO THE PROJECT SITE FREE AND CLEAR OF MUD AND
<br />SILT DURING THE TERM OF THIS CONTRACT. THIS INCLUDES MUD
<br />CAUSED BY RAIN OR BY THE CONTRACTOR(S) WATERING
<br />PROCEDURES FOR DUST CONTROL.
<br />6. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING
<br />SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE
<br />PROJECT, THE CONTRACTOR SHALL KEEP THE PREMISES
<br />OCCUPIED BYTHEM IN A CLEAN AND ORDERLY CONDITION,
<br />DISPOSING OF REFUSE AND LITTER IN A MANNER SATISFACTORY
<br />TO THE COUNTY.
<br />GRADING NOTES:
<br />1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH SAN
<br />JOAQUIN COUNTY STANDARDS AND THE SOILS REPORT BY
<br />RANEY GEOTECHNICAL INC., JOB NO. 146-630. SPECIFICALLY, FILL
<br />MATERIALS SHOULD BE COMPACTED TO AT LEAST 95% OF THE
<br />MAXIMUM DRY DENSITY OR AS OUTLINED IN SOILS REPORT.
<br />2. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR
<br />OF RUBBISH AND DEBRIS.
<br />3. THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL
<br />VEGETATION AND DELETERIOUS MATERIALS SHALL BE REMOVED
<br />FROM THE SITE AT THE EXPENSE OF THE CONTRACTOR AND
<br />SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />4. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS
<br />SET FOR LINES, GRADES OR MEASUREMENT OF THE WORK IN
<br />THEIR PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY
<br />THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES
<br />THAT HAVE BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL
<br />BE PAID FOR BY THE GENERAL CONTRACTOR.
<br />5. ALL EXISTING WELLS AND SEPTIC TANKS SHALL BE REMOVED
<br />AND/OR ABANDONED PER THE REQUIREMENTS OF THE SAN
<br />JOAQUIN ENVIRONMENTAL HEALTH DEPARTMENT. THIS WORK
<br />SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />STANDARD PLANS:
<br />CONTRACTOR SHALL KEEP A COPY OF SAN JOAQUIN COUNTY
<br />STANDARD PLANS ONSITE AT ALL TIMES. THE FOLLOWING STANDARD
<br />PLANS ARE TO BE REFERENCED:
<br />2-#3 ReenRS
<br />xs @2-s"
<br />LONG
<br />SFAs va nFFP
<br />DWG PLAN# DESCRIPTION�1/4„
<br />I 6"
<br />- a
<br />v
<br />SAN JOAQUIN COUNTY
<br />9
<br />_ a
<br />(3) -#4 REINFORCING
<br />Max
<br />BARS CONTINUOUS
<br />CURB STOP
<br />RS ................. CONCRETE CURB, GUTTER AND SIDEWALK
<br />11111- a
<br />CLASS "B" i-
<br />CONSTRUCTION STANDARDS
<br />up CIV1V aR�P
<br />F OF CA \F
<br />NOT TO SCALE
<br />R7 ................. VERTICAL CURB, GUTTER AND SIDEWALK
<br />Max
<br />at
<br />curb
<br />f
<br />�/
<br />R-10A,B,C,D ......... CURB RAMP SECTIONS AND NOTES, DETAILS
<br />AND DETECTABLE SURFACE DETAIL
<br />o
<br />R-11 ............... EXPANSION JOINTS, WEAKENED PLANE JOINTS
<br />AND SCORE LINES
<br />PLAN REVISIONS
<br />R-13 ............... TYPE 1 COMMERCIAL DRIVEWAY
<br />NO.
<br />DESCRIPTIONS
<br />R-25 ............... BARRICADES FOR TERMINATING STREETS
<br />R-26 ............... STANDARD STREET SIGN DETAILS
<br />R-27 ............... TRAFFIC SIGN DETAILS
<br />bnoun
<br />R-29 ............... TYPICAL TRENCH BACKFILL
<br />101
<br />R-30 ............... ADJUSTING STREET FACILITIES TO GRADE
<br />8.33%
<br />c�1
<br />8.33%
<br />R-32 ............... STREET LIGHTING
<br />WW
<br />dl
<br />0
<br />D -14A ............... 18" STORM DRAIN INLET CATCH BASIN
<br />c+0
<br />A
<br />Maxoo
<br />D -14B ............... 18" STORM DRAIN INLET FRAME AND GRATE
<br />gni
<br />51
<br />51
<br />D-16 ............... TYPE 1 MAINTENANCE HOLE
<br />8 wi
<br />I --I
<br />O�_ R=1/2" (TYP.)
<br />3/8" RADIUS (TYP)
<br />°2
<br />UNREINFORCED - 2'
<br />SEE NOTE 3
<br />NOTES:
<br />1. CONSTRUCT EXPANION JOINTS PER AGENCY REQUIREMENTS
<br />AT BEGINNING & ENDS OF CURBS, EACH SIDE OF CATCH
<br />BASINS, AND OTHER FIXED OBJECTS.
<br />2. PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING
<br />TO ASTM D-1751.
<br />3. #4X 24" STEEL DOWELS TO BE USED AT ALL UNREINFORCED
<br />CURB EXPANSION JOINTS. REINFORCED CURB SHALL BE
<br />CONTACT LAP SPLICED LENGTH OF (50 X BAR DIAMETER)
<br />4. MAXIMUM SPACING OF EXPANSION JOINTS ARE 80 FEET FOR
<br />CURBS AND 100 FEET SQUARE FOR FLATWORK, OR AS SHOWN
<br />ON THE PLANS.
<br />6 CONCRETE CURB EXPANSION JOINT
<br />NOT TO SCALE
<br />R=3/4"
<br />(3)-#4 REINFORCING
<br />BARS CONTINUOUS
<br />@ 6" O.C.
<br />CONTINUOUS WITH
<br />CURB REBAR
<br />1/2" 1 1/2"
<br />12"
<br />33"
<br />FLAT
<br />R=3/4"
<br />1
<br />(TYP.)
<br />III- I
<br />R=1/4"
<br />N
<br />(3) -#4 REINFORCING
<br />BARS CONTINUOUS
<br />@TO.C.
<br />CONTINUOUS WITH
<br />r„ CURB REBAR
<br />(LONGITUDINAL SLOPE 1% MIN)
<br />• DEEP JOINTS AT 10' O.C.
<br />• EXPANSION JOINTS AT 100' O.C.
<br />3 CURB FLOWTHROUGH
<br />NOT TO SCALE
<br />R=3/4" (TYP.)
<br />2" EXPOSURE
<br />MAX.
<br />I -iii -I
<br />I 6"
<br />- a
<br />v
<br />1111 a
<br />_ a
<br />(3) -#4 REINFORCING
<br />Max
<br />BARS CONTINUOUS
<br />-_
<br />@ T O.O.
<br />11111- a
<br />CLASS "B" i-
<br />- - -
<br />1 1/2"
<br />• DEEP JOINTS AT 10' O.C.
<br />• EXPANSION JOINTS AT 100' O.C.
<br />SEE PLAN FOR
<br />N STRUCTURAL SECTION
<br />VERTICAL CURB
<br />U NOT TO SCALE
<br />EXISTIN
<br />#4 REBAR 18" LONG EMBEDDED
<br />INTO EXISTING CONCRETE 4"
<br />77MIN. W/S.E.T. EPDXY. DOWLS
<br />"
<br />4
<br />�f SHALL BE PLACED AT 48" O.C.
<br />W/6" SPACING FROM EDGES.
<br />5 DOWEL INTO EXISTING CONCRETE
<br />NOT TO SCALE
<br />z
<br />CONCRETE PER
<br />GEOTECH REPORT
<br />COMPACTED AB CLASS II
<br />MATERIAL TO 95%
<br />Ej REINFORCEMENT SHALL BE PER GEOTECHNICAL RECOMMENDATIONS.
<br />PROVIDE A MINIMUM OF #4 BARS @ 18" O.C. MIN EACH WAY
<br />n 1 DOLLY PAD VALLEY GUTTER
<br />NOT TO SCALE
<br />at Curb (typ) ,q
<br />Retaining curb if
<br />necessary at edge
<br />of sidewalk
<br />8.33%
<br />Max
<br />CASE A
<br />NOTE:
<br />For Sections A -A and B -B
<br />and all related notes, refer
<br />to County Standard Drawing
<br />No. R -10B.
<br />Front edge
<br />of sidewalk
<br />Detectable Warning Surface
<br />B f, Detectable Warning Surface
<br />A f,
<br />R
<br />-�14
<br />n
<br />8.33%
<br />x1
<br />Max
<br />4 1/2"
<br />curb
<br />4' min for
<br />N
<br />See
<br />up CIV1V aR�P
<br />F OF CA \F
<br />Note 6
<br />a
<br />Max
<br />at
<br />curb
<br />f
<br />M �
<br />la
<br />o
<br />0% Max
<br />at Curb (typ) ,q
<br />Retaining curb if
<br />necessary at edge
<br />of sidewalk
<br />8.33%
<br />Max
<br />CASE A
<br />NOTE:
<br />For Sections A -A and B -B
<br />and all related notes, refer
<br />to County Standard Drawing
<br />No. R -10B.
<br />Front edge
<br />of sidewalk
<br />Detectable Warning Surface
<br />B f, Detectable Warning Surface
<br />4.5' min for 4 1/2" urb, B fJ
<br />6' min for 6" curb at back of walk
<br />A
<br />f 4'y Detectable Wornin
<br />Surface
<br />See Note 6 a.
<br />4
<br />R
<br />n
<br />Crosswalk
<br />* 3' min for
<br />4 1/2"
<br />curb
<br />4' min for
<br />of
<br />up CIV1V aR�P
<br />F OF CA \F
<br />Max n
<br />at o od�
<br />curb
<br />�
<br />Max
<br />at
<br />curb
<br />f
<br />PLAN REVISIONS
<br />NO.
<br />DESCRIPTIONS
<br />DATE
<br />bnoun
<br />A
<br />8.33%
<br />c�1
<br />8.33%
<br />A
<br />0
<br />A
<br />Maxoo
<br />8
<br />Max
<br />`ono
<br />U
<br />Z
<br />O
<br />o00
<br />Y
<br />no
<br />U
<br />O
<br />to
<br />o
<br />W
<br />J_
<br />�
<br />I
<br />4.5' min for 4 1/2" urb, B fJ
<br />6' min for 6" curb at back of walk
<br />A
<br />f 4'y Detectable Wornin
<br />Surface
<br />See Note 6 a.
<br />A fJ
<br />CASE C
<br />All
<br />Worlring for YOU
<br />See Note
<br />A �2
<br />etaining curb if
<br />ecessary at edge
<br />sidewalk
<br />See Note 6
<br />CASE B
<br />(Sidewalk less
<br />than 5' wide)
<br />-Face
<br />of Curb
<br />x4, + Min o
<br />Front edge o * U
<br />.rof sidewalk
<br />CASE
<br />D
<br />A
<br />Crosswalk
<br />* 3' min for
<br />4 1/2"
<br />curb
<br />4' min for
<br />6" curb
<br />up CIV1V aR�P
<br />F OF CA \F
<br />Max n
<br />at o od�
<br />curb
<br />�
<br />Max
<br />at
<br />curb
<br />f
<br />A fJ
<br />CASE C
<br />All
<br />Worlring for YOU
<br />See Note
<br />A �2
<br />etaining curb if
<br />ecessary at edge
<br />sidewalk
<br />See Note 6
<br />CASE B
<br />(Sidewalk less
<br />than 5' wide)
<br />-Face
<br />of Curb
<br />x4, + Min o
<br />Front edge o * U
<br />.rof sidewalk
<br />CASE
<br />D
<br />A
<br />Crosswalk
<br />* 3' min for
<br />4 1/2"
<br />curb
<br />4' min for
<br />6" curb
<br />up CIV1V aR�P
<br />F OF CA \F
<br />CURB RAMPS .,
<br />(Page 1 of 3) No. Revision Descri tion Date
<br />COUNTY OF SAN JOAQUIN
<br />Der T. TOPrueuCWOx S
<br />Date: DEC 2014 Std. Dwg. No. R-1 OA
<br />MCR
<br />ENGINEERING
<br />1242 DUPONT COURT
<br />MANTECA, CA 95336
<br />TEL : ( 209) 239 - 6229
<br />FAX : ( 209) 239 - 8839
<br />QAOFESS/pt,4
<br />EAVfNJo� fc
<br />a
<br />*
<br />No. C54088
<br />EXP. 12-31-23
<br />up CIV1V aR�P
<br />F OF CA \F
<br />APPROVED:
<br />PLAN REVISIONS
<br />NO.
<br />DESCRIPTIONS
<br />DATE
<br />A
<br />A
<br />A
<br />A
<br />8
<br />U
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<br />Know what's below.
<br />Call before you dig.
<br />811 1800-227-2600
<br />JOB NO.:
<br />22-030
<br />DATE:
<br />6/27/2023
<br />SCALE:
<br />AS SHOWN
<br />DR. BY:
<br />MEJ
<br />CK. BY:
<br />DE
<br />SHEET NO.
<br />2
<br />OF
<br />7 SHEET
<br />
|