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<br />ABBREVIATIONS
<br />AC. ASPHALT CONCRETE IMPROVEMENT PLANS FOR TRACT N0, 3327
<br />BC BEGINNING OF CURVE
<br />BCR BEGINNING OF CURVE RETURN
<br />CB CATCH BASIN MOREING COVE
<br />CL CENTERLINE
<br />DIP DUCTILE IRON PIPE
<br />EC END OF CURVE
<br />ECR END OF CURVE RETURN
<br />EP EDGE OF PAVEMENT
<br />FC FACE OF CURB
<br />FL FLOWLINE
<br />GRADE
<br />GB GRADE BREAK BEING A PORTION OF
<br />H.P.GATE VALVE LOT 10 IDEAL GARDEN FARMS
<br />H.HIGH POINT
<br />INV. INVERT f
<br />LF LINEAR FEET
<br />L.P. LOW POINT SECTION 5 T.1 N. R.6E.
<br />MH MAINTENANCE HOLE f 7 f
<br />PL PROPERTY LINE M . D . B . & M . f
<br />P,U.E. PUBLIC UTILITY EASEMENT
<br />PVC POLYVINYL CHLORIDE
<br />RCP REINFORCED CONCRETE PIPE
<br />SD STORM DRAIN SAN JOAQUIN COUNTY, CALIFORNIA
<br />SJCO. SAN JOAQUIN COUNTY
<br />SS SANITARY SEWER
<br />TOP OF cuRe
<br />W WATER
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />W
<br />FG FINISH GRADE OCTOBER, 2003
<br />LEGEND
<br />NO -
<br />—
<br />125.50
<br />12n _
<br />EXISTING FIRE HYDRANT
<br />EXISTING ELECTROLLER
<br />EXISTING POWER POLE
<br />EXISTING STORM DRAIN
<br />EXISTING SANITARY SEWER
<br />EXISTING WATER
<br />EXISTING GRADE
<br />EXISTING WATER VALVE
<br />EXISTING CONTOUR LINE
<br />PROPOSED FIRE HYDRANT
<br />PROPOSED ELECTROLLIER 100 W. HPS
<br />PROPOSED POWER POLE
<br />24' SD
<br />INDEX
<br />SHEET NO.
<br />12 ss
<br />1
<br />TITLE SHEET
<br />8' W
<br />GRADING PLAN
<br />3
<br />7.45 FG
<br />DESIGN GRADE
<br />PLAN & PROFILE FOR MOREING ROAD
<br />OWNER/DEVELOPER
<br />PROPOSED STORM DRAIN — CLASS IV R.C.P. AND CLASS III R.C.P.
<br />PROPOSED SANITARY SEWER — P.V.C. S.D.R. 35
<br />PROPOSED WATER — CLASS 150 C 900 PVC
<br />PROPOSED WATER VALVE
<br />F. & R., L.P.
<br />2800 W. MARCH LANE
<br />STOCKTON CAL.
<br />THIS SIGNIFIES THE OWNER/DEVELOPER HAS REVIEWED THE FINAL COUNTY
<br />APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS FOR MOREING COVE,
<br />TRACT NO. 3327, AND ACKNOWLEDGE THE INFORMATION AND DATA SHOWN
<br />CONFORMS TO THAT WHICH THEY PROPOSED.
<br />7 0
<br />F. & R., L.P. DATE
<br />TO MAJOR SUBDIVISION APPLICATION NO. PA -03-130
<br />N
<br />Tl
<br />VICIIo I oYQAMAP
<br />SHEET
<br />INDEX
<br />SHEET NO.
<br />DESCRIPTION
<br />1
<br />TITLE SHEET
<br />2
<br />GRADING PLAN
<br />3
<br />PLAN & PROFILE FOR MOREING COURT
<br />4
<br />PLAN & PROFILE FOR MOREING ROAD
<br />5
<br />EROSION CONTROL PLAN
<br />6
<br />DETAIL SHEET
<br />7
<br />DETAIL SHEET
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />dcA2-104'
<br />SENIOR
<br />CIVIL
<br />ENGINEER
<br />DATE
<br />RCE NO.
<br />G'..12-1-12
<br />EXP. DATE: �o
<br />SAN JOAQUIN COUNTY PUBLIC HEALTH SERVICES
<br />APPROVED: ENVIRONMENTAL HEALTH SERVICES
<br />BY: DATE: 3 6
<br />STOCKTON FIRE DEPARTMENT
<br />CITY OF STOCKTON
<br />F� MARSHAL
<br />No Commen or Objections at this time
<br />Signed
<br />Date
<br />RECLAMATION DISTRICT 1614
<br />"SMITH TRACT"
<br />STORM DRAIN FACILITIES
<br />BY: �,7 �yfp/2, �Y. , (,L�1C.� DATE: 34,1'21 Cie
<br />FCK 7 KN/.V.91 A.GA/NA6F fa'J.�/�.�c�i
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />DATE: 4;41,94
<br />R.C.E. NO.Z 3 -4 -
<br />APPROVED:
<br />EXP. DATE: / S/
<br />DIRECTOR OF PUBLIC WORKS
<br />GENERAL NOTES
<br />1. ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN, IMPROVEMENT STANDARDS,
<br />CONSTRUCTION SPECIFICATIONS AND COUNTY STANDARD PLANS.
<br />2. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY. STAKING BY OTHERS SHALL
<br />BE AT THEIR OWN RISK AND DILLON & MURPHY IS NOT RESPONSIBLE FOR FIELD CHANGES.
<br />3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br />FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY AND HOLD THE OWNER, SAN JOAQUIN COUNTY, AND THE ENGINEER HARMLESS FROM ANY AND
<br />ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />4. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS
<br />OBTAINED FROM THE UTILITY COMPANIES, NEITHER THE OWNER NOR THE ENGINEER SHALL BE
<br />RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT ALL
<br />UNDERGROUND FACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING
<br />CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN FROM ALL
<br />UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN
<br />OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />5. EXCAVATION SAFETY REQUIREMENTS INCLUDE SUBMITTING A CAL OSHA PERMIT OR LETTER OF
<br />NOTIFICATION TO THE CITY BEFORE EXCAVATION OF OVER FIVE FEET DEEP, REFER TO CITY
<br />CONSTRUCTION SPECIFICATIONS SEC. 8.19.04 "EXCAVATION SAFETY" FOR ADDITIONAL REQUIREMENTS.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING
<br />IMPROVEMENTS THAT ARE TO REMAIN, SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE
<br />CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE.
<br />7. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE
<br />EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES, THE CONTRACTOR
<br />SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE
<br />OF ANY EXCAVATION WORK BY CALLING 800-642-2444.
<br />8. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK
<br />CALCULATIONS TO DETERMINE THE AMOUNT OF CUT AND FILL AND RESULTANT EXCESS OR
<br />SHORTAGE OF DIRT ONSITE, AND NOTIFY THE CIVIL ENGINEER OF HIS RESULTS. IT IS THE
<br />CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE EARTHWORK SHALL BALANCE ONSITE.
<br />ANY EXCESS DIRT SHALL BE DISTRIBUTED EVENLY.
<br />9. APPROPRIATE DUST CONTROL IS TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A
<br />DUST NUISANCE AT THE CONTRACTOR'S EXPENSE.
<br />10. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR
<br />TO ANY AND ALL STAKING.
<br />11. CONSTRUCT 2.5' AC PAVING, OVER 9" AGGREGATE BASE, OVER 95% RELATIVE COMPACTION,
<br />12. PIPE MATERIAL SHALL BE AS FOLLOWS:
<br />A. STORM DRAIN: CL IV AND CL III RCP
<br />B. SANITARY SEWER: SDR35
<br />C. WATER: C900 CL150 PVC
<br />13. LOT GRADING SHALL BE COMPLETED BEFORE STARTING ANY UNDERGROUND CONSTRUCTION.
<br />14. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF
<br />UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF THE DIRECTOR OF PUBLIC WORKS(DIRECTOR).
<br />15. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY THE COUNTY
<br />PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH WALL IMPACT PUBLIC
<br />TRAFFIC, CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIMES,
<br />16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL
<br />DEVICES AND SAN JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THESE PLANS.
<br />17. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE PREPARED AND CERTIFIED
<br />BY THE "CIVIL ENGINEER", AND SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />18. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE PLANS AND
<br />SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING, WITH PAVEMENT MATERIALS EQUAL
<br />TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING.
<br />19. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER, AND RESTORED TO THEIR
<br />ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />20. CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH THE COMMUNITY DEVELOPMENT DEPARTMENT (468-0816)
<br />BEFORE ORDERING STREET SIGNS.
<br />21. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE STATE BOARD AND SUBMIT A STORM WATER POLLUTION
<br />PREVENTION PLAN TO SAN JOAQUIN COUNTY.
<br />22. ALL SANITARY SEWERS ARE PUBLIC IMPROVEMENTS AND ARE TO BE APPROVED AND MAINTAINED BY THE CITY OF
<br />STOCKTON.
<br />23. CITY OF STOCKTON APPROVAL OF THESE PLANS FOR THE SANITARY SEWER LINE ONLY. ALL OTHER IMPROVEMENTS
<br />1 -FOOT ABOVE THE TOP OF PIPE IS THE RESPONSIBILITY OF SAN JOAQUIN COUNTY.
<br />24. AN ENCROACHMENT PERMIT AND PRECONSTRUCTION MEETING IS REQUIRED BEFORE CONSTRUCTION CAN BEGIN.
<br />CONTACT KEN MOECKEL ® 937-8381 FOR MEETING.
<br />25. ALL WATER SYSTEM IMPROVEMENTS TO BE INSTALLED BY CALIFORNIA WATER SERVICE.
<br />RECORD DRAWINC
<br />Corrections By _
<br />No Changes By�jLz_
<br />Date VY/D(,
<br />Any Per6orl Using This Drawing Shmild
<br />Ai' information By inspectinq The c— ,—
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERNCE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E O 800-743-5000
<br />
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