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SAN JOAQUIN COUNTY GENERAL NOTES:
<br />1. AN ENCROACHMENT PERMIT FROM SAN ,JOAQUIN COUNTY IS REQUIRED FOR ALL WORK WITHIN THE COUNTY'S
<br />RIGHT-OF-WAY.
<br />2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SAN ,JOAQUIN COUNTY IMPROVEMENT STANDARDS AND THE
<br />CALTRANS STANDARD SPECIFICATIONS. ANY PROPOSED MODIFICATIONS TO THE PLANS SHALL BE APPROVED BY THE
<br />COUNTY PRIOR TO PERFORMING THE WORK.
<br />3. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS FOR ALL SIGNING, DETOURS, AND ANY LANE CLOSURE
<br />IMPACTING COUNTY RIGHT-OF-WAY. TRAFFIC CONTROL PLANS SHALL BE SUBMITTED AND APPROVED TWO WEEKS PRIOR
<br />TO THE START OF CLOSURE DATE.
<br />4. TRAFFIC CONTROLS FOR ALL ROADS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. DURING WORKING HOURS,
<br />TWO-WAY TRAFFIC CONTROL SHALL BE MAINTAINED WITH ONE LANE OPEN AND APPROPRIATE FLAGGERS. TRAFFIC
<br />CONTROL DELAYS SHALL NOT EXCEED 15 MINUTES. TWO WAY TRAFFIC SHALL BE MAINTAINED DURING NON -WORKING
<br />HOURS WITH EXCAVATED AREAS BACKFILLED OR PLATED.
<br />5. ACCESS TO ALL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHEN WORK IS OCCURRING AT THE ACCESS
<br />POINT. MINIMAL DELAYS WILL BE ALLOWED TO PROVIDE ACCESS WITHIN THE WORK ZONE AREA. DRIVEWAY ACCESS SHALL
<br />BE FULLY RESTORED AT THE END OF EACH WORKDAY. DRIVEWAYS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED
<br />WITH IN-KIND OR BETTER MATERIALS.
<br />6. RESIDENTS AND BUSINESSES SHALL BE NOTIFIED IN WRITING, AS APPROVED BY THE COUNTY, 48 HOURS IN ADVANCE OF
<br />ANY I M PACTS TO TH EI R ACCESS.
<br />7. ANY AREAS WHERE PARKING IS TO BE RESTRICTED SHALL HAVE SIGNS NOTING THE RESTRICTIONS IN PLACE AT LEAST 48
<br />HOURS IN ADVANCE.
<br />8. ALL DESTROYED OR OBLITERATED PAVEMENT MARKINGS MUST BE REPLACED IN KIND BY THE PERMITTEE. TYPICAL
<br />PAVEMENT MARKINGS INCLUDE BUT NOT LIMITED TO LANE LINES, CENTERLINES, STOP AND STOP AHEAD LEGENDS, LIMIT
<br />LINES, RAISED PAVEMENT MARKERS AND MISCELLANEOUS DELINEATORS.
<br />9. ALL STANDARD ROADWAY STRIPING AND SIGNAGE SHALL BE CLEARLY VISIBLE, MAINTAINED AND RESTORED THROUGHOUT
<br />THE CONSTRUCTION ZONE DURING AND AFTER THE PROJECT.
<br />10. IN ADDITION TO STANDARD DUST CONTROL MEASURES, STREETS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE OF
<br />DIRT, MUD AND DEBRIS DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE DAILY, OR AS NEEDED,
<br />STREET SWEEPING USING A MODERN MECHANICAL OR VACUUM -ASSISTED STREET SWEEPER.
<br />1 1 . THE CONTRACTOR SHALL NOT CONDUCT CONSTRUCTION OPERATIONS IN RAIN OR HEAVY FOG CONDITIONS.
<br />12. THE CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED
<br />UNDER THIS CONTRACT WITH A MINIMUM 48 HOUR NOTICE TO THE S,JC PUBLIC WORKS FIELD ENGINEERING AT
<br />209-953-7421. ALL TESTING MUST CONFORM TO THE STANDARD SPECIFICATIONS.
<br />13. THE CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS LOCATED WITHIN THE WORK AREA.
<br />PRIOR TO THE START OF CONSTRUCTION, SURVEY MONUMENTS THAT POTENTIALLY MAY BE DISTURBED SHALL BE LOCATED
<br />AND REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER RECORD FILED WITH THE COUNTY SURVEYOR. ANY
<br />SURVEY MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED LAND
<br />SURVEYOR AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR. (LAND SURVEYORS' ACT SECTION 8771)
<br />14. ALL PAVING WORK MUST CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS SECTION 39. HOT MIX ASPHALT (HMA)
<br />SHALL BE TYPE A. ASPHALT BINDER USED IN HMA MUST BE PG 64-10 AND AGGREGATE MUST COMPLY WITH THE V2 -INCH
<br />HMA TYPE A GRADATION TABLE. ASPHALT PLACEMENT SHALL CONFORM TO THE FOLLOWING SCHEDULE:
<br />Total Thickness
<br />No. of
<br />Top
<br />Layer Thickness
<br />foot
<br />Next Lower
<br />Layer Thickness
<br />foot
<br />All Other Lower
<br />Layer Thickness
<br />foot
<br />Shown on Plans3
<br />Layers
<br />Min.
<br />Max.
<br />Min. Max.
<br />Min. Max.
<br />0.20 - foot or less
<br />1
<br />-
<br />-
<br />- -
<br />- -
<br />0.25 foot
<br />2
<br />0.12
<br />0.13
<br />0.12 0.13
<br />- -
<br />0.30 - 0.45 foot
<br />2
<br />0.15
<br />0.20
<br />1
<br />0.15 0-25
<br />- -
<br />0.46 - foot or more
<br />b
<br />0.15
<br />0.20
<br />1 0.15 0-25
<br />1 0.15 0A
<br />a When Geosynihehc Pavement Interlayer (Paving Fabric), mat or gnd is shown to be placed between
<br />layers of HMA, the thickness of HMA above the Geosynthetic Pavement Interlayer (Paving Fabric) must
<br />be considered to be the'Total Thickness Shown on Frans" for the purpose of spreading and compacting
<br />the 14MA above the Geosynthetic Pavement Interlayer (Paving Fabric) The minimum lift thickness of
<br />HMA over Geasynthelac Pavement Interlayer (Paving Fabric), mat or grid must be 10 12 foot.
<br />b At least 2 layers must be placed if total thickness is 0.45 - foot. Al least 3 layers must be placed d
<br />total thickness is more than 0.45 - foot and less than 0.90 - foot- Al least 4 layers must be placed if total
<br />thickness is 0.90 - foot or more. For Miscellaneous Areas or Pavement Repair, at least 2 layers must be
<br />placed if total thickness is 0.50 feat.
<br />15. AGGREGATE BASE AND SHOULDERS MUST BE CLASS 2 MEETING THE Y4" MAXIMUM AGGREGATE
<br />GRADING. COMPACT EACH LAYER TO AT LEAST 95 PERCENT RELATIVE COMPACTION.
<br />16. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ,JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY, AND HOLD THE OWNERS, SAN,JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
<br />OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />17. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE SPECIFICATIONS, THE
<br />PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE
<br />MATERIALS USED IN THE ORIGINAL PAVING.
<br />18. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER, AND RESTORED TO THEIR
<br />ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />19. ALL TRAFFIC DELINEATIONS (SIGNS, STRIPING, RAISED PAVEMENT MARKERS) SHALL BE RESTORED TO THEIR ORIGINAL
<br />CONDITION UPON COMPLETION OF THE WORK.
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<br />GENERAL NOTES:
<br />1 . ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS IN THE GEOTECHNICAL AND FOUNDATION
<br />INVESTIGATION PREPARED FOR THIS SITE BY KC ENGINEERING COMPANY, DATED OCTOBER 30, 2000, FILE NO.VV545-00
<br />AND AN UPDATED REPORT HAS BEEN PREPARED BY ENGEO INC., DATED MARCH 1 1 , 2015 FILE NO. 9320.006.000. AND
<br />"PAVEMENT EVALUATION AND OVERLAY RECOMMENDATION" LETTER PREPARED BY ENGEO DATED MARCH 30, 2017
<br />AND AN UPDATED REPORT HAS BEEN PREPARED BY ENGEO INC., DATED MAY 13, 2019 FILE NO. 9320.006.007.
<br />2. BENCHMARK: TOP OF A STEEL PIN IN A MONUMENT WELL AT THE INTERSECTION OF SCHULTE ROAD AND HANSEN
<br />ROAD. ELEVATION = 180.32 FEET (CITY OF TRACY NAVD 1988 DATUM).
<br />3. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE COUNTY PUBLIC WORKS AND
<br />COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION FOR INSPECTIONS AND REQUEST A PRE CONSTRUCTION
<br />CONFERENCE.
<br />4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE COUNTY PUBLIC WORKS AND COUNTY PUBLIC WORKS FIELD
<br />ENGINEERING DIVISION. PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS SIGNED
<br />BY THE CITY ENGINEER.
<br />5. ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE CURRENT
<br />COUNTY PUBLIC WORKS AND COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION ORDINANCE CODE, STATE
<br />STANDARD SPECIFICATIONS. THE IMPROVEMENTS ARE SUBJECT TO INSPECTION AND APPROVAL OF THE
<br />DEVELOPMENT AND ENGINEERING SERVICE DEPARTMENT.
<br />6. CONTACT COUNTY PUBLIC WORKS AND COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION FOR INSPECTIONS. AT
<br />LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK TO ARRANGE FOR INSPECTION.
<br />7. NOTIFY UNDERGROUND SERVICE ALERT 800-227-2600, OR 81 1 , AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY
<br />EXCAVATION. THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE,JOB SITE.
<br />8. THE CONTRACTOR IS REQUIRED BY STATE LAW TO ACTIVELY RESEARCH WORK AREA PRIOR TO CONSTRUCTION.
<br />CONTRACTOR SHALL REFERENCE MONUMENTS AND REPLACE THOSE DAMAGED OR REMOVED DURING
<br />CONSTRUCTION.
<br />9. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY
<br />DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT ENGINEER FOR SUCH FURTHER
<br />EXPLANATIONS AS MAY BE NECESSARY.
<br />10. NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE IMPROVEMENT PLANS.
<br />ALL TREES CONFLICTING WITH GRADING, UTILITIES, OR OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK OR
<br />PAVEMENT SO AS TO FORM A NUISANCE OR HAZARD, SHALL BE TRIMMED AND PROPERLY GRADED AND SEALED. THE
<br />DRIP LINE OF TREES TO BE SAVED WILL BE FENCED, AND NO GRADING SHALL TAKE PLACE WITHIN THIS FENCED AREA.
<br />1 1 . THE THICKNESS OF SUBBASE, BASE, AND SURFACING SHALL BE BASED ON TRAFFIC INDEX AND SOIL TEST FOR "R"
<br />VALUE = 5.
<br />12. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED (UNLESS OTHERWISE NOTED AND APPROVED BY
<br />COUNTY PUBLIC WORKS AND COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION).
<br />13. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY COUNTY PUBLIC
<br />WORKS AND COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION.
<br />14. MANHOLES, VALVES, CLEANOUTS ETC. SHALL BE BROUGHT TO FINISH GRADE PER TRACY STD. 1 1 8 AFTER THE FINAL
<br />PAVING COURSE IS PLACED. PER TRACY STD. 200/300 MANHOLES SHALL HAVE GRADE RINGS OF 181, MIN TO 24"
<br />MAXIMUM.
<br />15. RECORDING EXISTING CONDITIONS - EXISTING CONDITIONS THROUGHOUT THE PROJECT SITE THAT ARE LOCATED
<br />WITHIN THE PUBLIC RIGHT-OF-WAY OR CITY MAINTAINED EASEMENTS SHALL BE PHOTOGRAPHED AND VIDEOTAPED
<br />BY THE CONTRACTOR BEFORE STARTING CONSTRUCTION. RECORDING SHALL INCLUDE AND SHOW EVERY DETAIL OF
<br />EXISTING IMPROVEMENTS, INCLUDING THE CURRENT CONDITION OF THE CURB, GUTTER, SIDEWALK, SIGNS,
<br />LANDSCAPING, STREETLIGHTS, STRUCTURES NEAR THE PROJECT INCLUDING THE FACE OF BUILDINGS, CANOPIES,
<br />SHADES, FENCES, AND ANY OTHER FEATURES WITHIN THE LIMITS OF WORK. PHOTOS AND VIDEOTAPE SHALL BE
<br />DELIVERED TO THE ENGINEER.
<br />16. PRIOR TO CONSTRUCTION ACTIVITY AND WITHIN 30 DAYS OF PROJECT AWARD, ALL SURVEY MONUMENTS THAT MAY
<br />POTENTIALLY BE DISTURBED DURING CONSTRUCTION, MUST BE LOCATED AND REFERENCED BY A LICENSED LAND
<br />SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY MUST BE FILED WITH THE COUNTY SURVEYOR. ANY
<br />SURVEY MONUMENTS DISTURBED DURING THE COURSE OF CONSTRUCTION MUST BE REESTABLISHED BY A LICENSED
<br />LAND SURVEYOR, A NEW MONUMENT SET, AND ANOTHER CORNER RECORD OR RECORD OF SURVEY FILED WITH THE
<br />COUNTY SURVEYOR (LAND SURVEYORS' ACT SECTION 8771). CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT AND
<br />RECORDING OF SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH CITY OF TRACY OR
<br />SAN,JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS, WHICHEVER IS APPLICABLE.
<br />17. TRAFFIC CONTROL PLANS SHALL BE APPROVED BY COUNTY ENGINEER PRIOR TO CONSTRUCTION.
<br />May be Installed
<br />NOTES:
<br />on sign 1-7
<br />1.
<br />One street name sign is required at
<br />(24" x 48") or
<br />each intersection.
<br />SW -42 (30" x 30")
<br />77
<br />0
<br />0
<br />1
<br />2.
<br />Block numbers are to be acquired from
<br />See Detail Below
<br />See Note 7 & 8
<br />the San Joaquin County Community
<br />Development Department.
<br />MAINST
<br />3.
<br />See improvement plans for location of
<br />' UO
<br />traffic control devices.
<br />4.
<br />The length of street name signs will vary
<br />I -• I
<br />due to the length of the street name.
<br />-t
<br />5.
<br />See Count} Standard Drawing No. R-23 for
<br />2, clear
<br />t
<br />proposed sign locations along sidewalks.
<br />to edge ofSTOP
<br />6.
<br />Stop signs shall be 30" for urban areas
<br />pavement
<br />( -1 (
<br />12'
<br />and for internal subdivision, streets; 36"
<br />Max
<br />for rural areas and for streets which
<br />=• I
<br />intersect County roadways, also to be
<br />o
<br />I
<br />preceded by (36" Stop Ahead sign) W3-1
<br />with appropriate pavement markings.
<br />7.
<br />Use the following for terminal streets less
<br />3'-6" Min (Urban) 0
<br />than 300' in length.
<br />4'-6" Min (Rural) 0
<br />6' Rural
<br />8.
<br />See below.
<br />to edge of pavement 0
<br />7' Urban
<br />9.
<br />Refer to MUTCD for signalized intersections.
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<br />Black symbol on I6„
<br />W
<br />Sign Support Systems o
<br />I
<br />yellow background r
<br />2"x2" Square Perforated LoJ
<br />U io
<br />U
<br />Steel Tubing W/Penetrator Anchor
<br />Edge of pavement
<br />Note, For a list of approved vendors, (contact
<br />San Joaquin County Traffic Maintenance
<br />Stop and street
<br />a
<br />(
<br />name sign location
<br />TYPICAL STOP AND STREET
<br />Z
<br />SIGN INSTALLATION
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<br />2' clear
<br />2.,
<br />(TYp) (TY P,' (TYp)
<br />4 T _
<br />6Al NJ
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<br />1"
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<br />(Ty P) TYPICAL STREET NAME SIGN (Typ)
<br />'4Vmidng for YOU
<br />STOP & STREET NAME
<br />SIGN LOCATION DETAIL
<br />Street P
<br />Name
<br />T
<br />8. Use the following for
<br />all private roads.
<br />Approved by;
<br />STANDARD STREET
<br />SIGN DETAILS 'No. Rev-sion Description Date
<br />COL)7VTY OF SAN J A UIN !-
<br />DEPARTMENT OF PUBLIC WORKS
<br />Date: DEC 2014 ltd. Dwg- No- R-26
<br />WEST R/W
<br />I_
<br />1
<br />1
<br />1
<br />I CONFORM TO
<br />EXISTING
<br />GRADE EXISTING
<br />3
<br />1�
<br />Z 6'° i
<br />VARIES'
<br />2'
<br />MONUMENT LINE (STATION LINE) EAST R/W
<br />5 0'
<br />25' _L 25'
<br />I
<br />VARIES 2p' TO 34'
<br />VARIESI VARIES
<br />2, 2' TO 6'± 2' TO 1 1 '±
<br />2'
<br />LU a w SEE PAVEMENT w
<br />LU I z SEE PAVEMENT zl w
<br />4...T29,
<br />o CONFORM DETAIL
<br />N X J CONFORM DETAIL I__ X
<br />0 w I U 1" INCH AC OVERLAY FOR UI w
<br />PAVEMENT REHABILITATION.
<br />01�Q
<br />8" A. C.
<br />25" A.B.
<br />(TI =11 R=5)
<br />EX. PVMT SECTION
<br />S. LAMMERS ROAD
<br />2'
<br />N
<br />CONFORM TO EXISTING
<br />EXISTING GRADE
<br />A.C.8 C
<br />25" A.B.
<br />(T1= 11 R= 5)
<br />TYPICAL SECTION FROM 86+79.50 TO 95+68.22
<br />N. T.
<br />3" 1" 4" 1"
<br />TO BE PAINTED WHITE
<br />A.C. PAVING
<br />6
<br />BASE ROCK
<br />III I' 2" x 10" METAL EDGING MUST BE COMMERCIAL
<br />GRADE QUALITY, MADE OF ALUMINUM OR STEEL, AND
<br />HAVE AN L -SHAPED DESIGN. EDGING MUST BE AT
<br />III I= LEAST 4"IN HEIGHT. THE THICKNESS MUST BE AS
<br />RECOMMEND BY THE MANUFACTURER FOR THE USE
<br />INTENDED. PER 2022 CAL TRANS STD SPECIFICATION
<br />20-5.02B(3)
<br />ASPHALT CONCRETE BERM
<br />AT EDGE OF PAVEMENT
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<br />NOT TO SCALE
<br />Reflective Sheeting Sign
<br />California MUTCD
<br />1 -7 (24" x 48") or
<br />SW -42 (30" x 30")
<br />SIGNS
<br />1. Signs shall be posted on 2"x2"
<br />square perforated steel tubing
<br />with penetrator anchor.
<br />2. Sign - California MUTCD
<br />W1-6 (24" x 48") or
<br />SW -43 (30" x 30")
<br />T INTERSECTION SIGN
<br />(post across from intersection)
<br />r7
<br />NO
<br />- OUTLET
<br />I i
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<br />0
<br />0
<br />0
<br />0
<br />0
<br />7'-0" Urban
<br />.1
<br />- Rural 0
<br />0
<br />0
<br />0
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<br />2P_6r. 0
<br />0
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<br />Reflective Sheeting Sign
<br />California MUTCD
<br />Type N (Yellow)
<br />(24" x 24")
<br />- Reflective Sheeting Sign
<br />California MUTCD
<br />(24" x 24") Urban Locations
<br />(30" x 30") Rural Locations
<br />or as directed by S.J. Co.
<br />Public Works Department
<br />Sion Suaoort Svstem (Tvo)
<br />2"x2" square perforated steel
<br />tubing w/penetrator anchor.
<br />(Contact: S.J. County Traffic
<br />Maintenance Division at:
<br />(209) 458-3088 for an
<br />approved list of vendors)
<br />TYPICAL SIGN
<br />Working for YOU
<br />TRAFFIC SIGNS
<br />Reflective Sheeting Sign
<br />Colifornia MUTCD
<br />W1-6 (24" x 48")
<br />LANE REDUCTION
<br />SIGNING
<br />CIS
<br />required
<br />4'-0„
<br />1. Center the lane reduction sign
<br />behind Type A barricade
<br />(barricade to be placed on a
<br />skew with Type N1 (Yellow)
<br />signs attached).
<br />2. Place Class 1 flexible post
<br />delineators (Cal Trans A73C)
<br />at a 10:1 taper preceding the
<br />Type A barricade (minimum
<br />of 5 delineators).
<br />3. Pavement lane reduction arrows.
<br />4. W4-2, transition sign.
<br />S. LAMMERS ROAD FROM STA 89+79.50 TO 95+68.22
<br />2' MIN. (SEE PLAN)
<br />SAWCUT/CONFORM EDGE GRIND & OVERLAY TO
<br />MATCH EXISTING GRADE 2" MIN
<br />PROPOSED ACEE P
<br />I
<br />•qgpii
<br />•'
<br />RPFFJ�iii i��
<br />•
<br />16" min
<br />20" max -
<br />.' • r
<br />Hydrant
<br />Pumper outlet
<br />(Pacing street)
<br />Standard
<br />valve box
<br />40
<br />4" Clearance
<br />Mechanical Joint Hydrant "
<br />Cake v a lve�/
<br />Thrust block Concrete block
<br />Thrust blocks
<br />TYPICAL ASSEMBLY
<br />NOTES:
<br />1. Hydrant model to be approved by agency.
<br />2. See standards for proper location of hydrant.
<br />3. Hydrant shall be clean and free of concrete.
<br />4. Hydrants shall be pointed yellow, in accordance with agency standards.
<br />0 6" dia PVC pipe (AWWA C-900 with CIP equivalent OD)
<br />® Fire hydrant laterals greater than 100 LF, shall have a gate valve installed
<br />near the fire hydrant as approved by the agency.
<br />7Q Break -away spool with hollow break -off bolts (nut on bottom at connection to hydrant).
<br />8[] Expansion joint material where hydrant is placed in concrete.
<br />Blue reflective marker shall be placed 12" towards hydrant from center of street -
<br />Clow Valve Company breakoff check valve Model LBl 400A or equal..
<br />■
<br />Approved by;
<br />FIRE HYDRANT ASSEMBLY ,W�
<br />No Revision Description Dote
<br />yr
<br />COUNTY OF SAN JOA UI
<br />DEPARTMENT OF PUBLIC WORKS
<br />OI[iLIIg fir YOU Date: DEC 2014 Std. Dwg. No. -L
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<br />DC
<br />DATE
<br />05, 2023
<br />SCALE
<br />AS SHOWN
<br />DESIGNER
<br />DJA
<br />DRAWN BY
<br />DJA
<br />JOB NO.
<br />A09500-475
<br />SHEET
<br />2.1
<br />OF
<br />6
<br />SHEETS
<br />
|