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<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING:
<br />SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND PLANS ADOPTED NOVEMBER 2014 AND
<br />ALL AMENDMENTS THERETO TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPECIFICATIONS (CALTRANS) LATEST EDITION, AND THE 2014 MANUAL ON UNIFORM
<br />TRAFFIC CONTROL DEVICES (MUTCD), WHERE APPLICABLE. WHERE THERE IS A CONFLICT
<br />BETWEEN- THE PLA`6 AND THE COUNTY'S STANDARD SPECIFICATIONS AND PLANS, THE COUNTY
<br />OF SAN JOAQUIN STANDARD SPECIFICATIONS AND PLANS SHALL PREVAIL. ALL WORK SHALL BE
<br />UNDER THE INSPECTION OF THE COUNTY OF SAN JOAQUIN.
<br />2. PRIOR TO THE SCHEDULING OF A PRE -CONSTRUCTION MEETING OR THE ISSUANCE OF AN
<br />ENCROACHMENT PERMIT THE DEVELOPER OR CONTRACTOR SHALL OBTAIN A GRADING PERMIT
<br />FROM THE SAN JOAQUIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT, BUILDING DIVISION.
<br />3. THE CONTRACTOR SHALL CONTACT (209) - OF THE
<br />COUNTY OF SAN JOAQUIN FOR A PRE -CONSTRUCTION CONFERENCE A MINIMUM of SEVENTY
<br />TWO (72) HOURS PRIOR TO THE COMMENCEMENT OF WORK.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR
<br />THE CONSTRUCTIONS AND COMPLETION OF THE PROJECT, AND SHALL PERFORM ALL WORK IN
<br />ACCORDANCE WITH THE REQUIREMENTS AND CONDITIONS OF ALL PERMITS AND APPROVALS
<br />APPLICABLE TO THIS PROJECT. THE CONTRACTOR SHALL ENSURE THAT THE NECESSARY
<br />RIGHT-OF-WAY, EASEMENTS, AND/OR PERMITS ARE SECURED PRIOR TO CONSTRUCTION.
<br />5. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WHERE APPLICABLE FOR ANY WORK
<br />CONE WITHIN RIGHT -OF -'NAY OR EASEMENTS FROM SAN JOAQUIN COUNTY, CONTRACTOR
<br />SHALL NOTIFY COUNTY, 24 HOURS IN ADVANCE OF COMMENCING THE 'WORK OR AS REQUIRED
<br />BY SAID PERMITS.
<br />6. ,ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE, UNLESS OTHERWISE NOTED,
<br />ALL STATIONS OFF CENTERLINE ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE
<br />STATIONS.
<br />7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, BARRICADES, SIGNS, FLAGMEN OR OTHER
<br />DEVICES NECESSARY FOR PUBLIC SAFETY.
<br />8. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND/OR DETOUR PLAN FOR APPROVAL BY
<br />THE COUNTY OF SAN JOAQUIN TRAFFIC ENGINEER PRIOR TO THE START OF CONSTRUCTION.
<br />9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT
<br />PRIOR WRITTEN AUTHORIZATION FROM THE OWNER AND THE COUNTY ENGINEER.
<br />10. DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO
<br />MINIMIZE DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS
<br />STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE COUNTY OF SAN JOAQUIN.
<br />11. WHENEVER EXISTING FACILITIES ARE REMOVED, DAMAGED, BROKEN, OR CUT IN THE
<br />INSTALLATION: OF THE WORK COVERED BY THESE PLANS OR SPECIFICATIONS, SAID FACILITIES
<br />SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE, AFTER PROPER BACKFILLING AND/OR
<br />CONSTRUCTION, WITH MATERIALS EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE
<br />ORIGINAL EXISTING FACILITIES. THE FINISHED PRODUCT SHALL BE SSUBJECT TO THE APPROVAL
<br />OF THE OWNER, THE ENGINEER, AND THE RESPECTIVE REGULATORY AGENCY.
<br />12. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS -BUILT
<br />RECORD DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL MECHANICAL;
<br />ELECTRICAL AND INSTRUMENTATION EQUIPMENT; PIPING AND CONDUITS; STRUCTURES AND
<br />OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET
<br />LIGHT LAYOUT PLAN SHOWN LOCATION OF LIGHTS, CONDUITS, CONDUCTORS, POINTS OF
<br />CONNECTIONS TO SERVICES, PULLBOXES, AND WIRE SIZES. AS -BUILT RECORD DRAWINGS
<br />SHALL REFLECT CHANGE ORDERS, ACCOMMODATIONS, AND ADJUSTMENTS TO ALL
<br />IMPROVEMENTS CONSTRUCTED, WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE
<br />PREPARED AND SUBMITTED BY THE CONTRACTOR.
<br />PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER,
<br />ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE INFORMATION
<br />REQUIRED ABOVE. AS -BUILT PECORD DRAWINGS SHALL BE REVIEWED AND THE COMPLETE
<br />AS -BUILT RECORD DRAWIN'.; SET SHALL -FE CURRENT WITH ALL CHANCES AND DEVIATIONS
<br />REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL
<br />ACCEPTANCE.
<br />13. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SLOPING OR OTHER
<br />PROVISIONS NECESSARY TO PROTECT WORKMEN FOR ALL AREAS TO BE EXCAVATED TO A
<br />DEPTH OF 5' OR MORE. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN
<br />EXCAVATIONS PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTPIAL SAFETY.
<br />FOR TRENCHES 5 FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH SECTION
<br />5-1.02A OF THE CALTRANS STANDARDS, SECTION 6705 OF THE STATE OF CALIFORNIA LABOR
<br />CODE, AND ANY LOCAL CODES OR ORDINANCES.
<br />14. INTENTIONALLY LEFT BLANK.
<br />SAN JOAQUIN COUNTY
<br />OFF-SITE IMPROVEMENT PLANS FOR
<br />TOVVNLEY FAMILY RANCH
<br />6040 E. ASHLEY LANE, STOCKTON, CALIFORNIA
<br />15. INTENTIONALLY LEFT BLANK.
<br />16. THE PROPERTY OWNERS, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST SHALL
<br />COMPLY WITH THE PROVISIONS OF THE CALIFORNIA GENERAL CONSTRUCTION ACTIVITY
<br />STORM WATER PERMIT AND STATE WATER RESOURCES CONTROL BOARD ORDER
<br />NUMBER 2009-0009-DWQ,
<br />17. CONT?ACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br />OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
<br />EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
<br />ENGINEER.
<br />18. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING
<br />AVAILABLE RECORDS OBTAINED FROM THE UTILITY COMPANIES- NEITHER THE OWNER
<br />NOR THE ENGINEER SHALL BE RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS
<br />AND DO NOT GUARANTEE THAT ALL UNDERGROUND FACILITIES ARE LOCATED
<br />PRECISELY AS SHOWN. PRIOR TO BEGINNING CONSTRUCTION, IT SHALL BE THE
<br />CONTRACTORS RESPONSIBILITY TO ASCERTAIN FROM ALL UTILITY COMPANIES THE
<br />FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />WORK AT LEAST 72 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />19. EXCAVATION SAFETY REQUIREMENTS IsNCL-DDE SUBMITTING r. OAL OSHA, PE` PIT
<br />OR LETTER OF NOTIFICATION TO THE CITY BEFORE EXCAVATION OF OVER FIVE FEET
<br />DEEP. REFER TO CITY CONSTRUCTION SPECIFICATIONS SEC. 8.19.04 "EXCAVATION
<br />SAFETY" FOR ADDITIONAL REQUIREMENTS.
<br />20- PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN
<br />AND SERVICE LIVES. THE "ONTRACTOR SHALL NOTIFY MEMBERS OF THE
<br />UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF ANY EXCAVATION
<br />WORK BY CALLING 800-227-2600.
<br />21. ALL CONSTRUCTION STAKING SHALL BE DONE BY DILLON & MURPHY. STAKING
<br />BY OTHERS SHALL BE AT THEIR OWN RISK AND DILLON & MURPHY IS NOT
<br />RESPONSIBLE FOR FIELD CHANGES.
<br />22. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HCURS
<br />NOTIFICATION PRIOR TO ANY AND ALL STAKING -
<br />23. DILLON & MURPHY, CONSULTING CIVIL ENGINEERS WILL NOT PROVIDE ELECTRONIC
<br />FILES OR VERTICAL AND HORIZONTAL CONTROL POINTS TO BE USED IN PREPARATION
<br />OF "GP'S STAKING MODELS" OR FOR USE IN "GPS CONSTRUCTION STAKING"
<br />ACTIVITIES TO ANY INDIVIDUAL OR COMPANY WHO IS NOT LICENSED IN TdE STATE
<br />OF CALIFORNIA TO PRACTICE CIVIL ENGINEERING AND/OR PROFESSIONAL LAND
<br />SURVEYING.
<br />24, IT IS THE CONTRACTORS RESPONSIBILITY TO FULFILL ANY SWPPR AND BMP
<br />REQt_'IREMENTS.
<br />25- LOCATION OF SAW CUTTING AS REPRESENTED ON THESE PLANS SHALL BE
<br />DETERMINED IN THE FIELD WITH THE COUNTY OF SAN JOAQUIN IF THE EXISTING
<br />SECTION REQUIRES GRINDING OR OVERLAYING AC, IT SHALL BE DETEPVINED IN THE
<br />FIELD WITH THE COUNTY INSPECTOR.
<br />26. CONTRACTOR SHALL PRESERVE ALL EXISTING SURVEY MONUMENTS, PROPERTY
<br />PINS ETC., AFFECTED BY PROJECT IN ACCORDANCE WITH SECTION 8771 OF THE
<br />PROFESSIONAL LAND SURVEYORS ACT IN THE BUSINESS AND PROFESSIONS CODE OF
<br />THE STATE OF CALIFORNIA. LOCATIONS OF EXISTING MONUMENTS KNOWN TO THE
<br />ENGINEER THAT ARE WITHIN THE AREA OF PROJECT HAVE BEEN INDICATED ON THE
<br />PLANS. CONTRACTORS LICENSED SURVEYOR SHALL TIE DOWN EXISTING MONUMENTS
<br />AND SUBMIT THE INFORMATION TO THE ENGINEER. A NEW RECORD OF SURVEY SHALL
<br />8E FILED AT THE COUNTY'S RECORDERS OFFICE.
<br />27. LIGHTING PLAN TO BE DONE BY OTHERS, NOT PART OF THIS PLAN SET.
<br />28. PROJECT DEVELOPER: RICK TOWNLEY
<br />PHONE NUMBER : (209) 810-4023
<br />DE`1,,EU_.PERS ADDRESS: 7407 N. DUNCAN ROAD
<br />LINDEN, CA. 9.)236.
<br />29. PROJECT ENGINEER.- DILLON & MURPHY ENGINEERING
<br />PHONE NUMBER: (209) 334-661.5
<br />ENGINEER'S ADDRESS: P-0. BOX 2180
<br />LODI, CA. 95-241-21180
<br />30. THE PROJECT SHALL COMPLY WITH SECTION 1.215 OF SAN JOAQUINCOUNTY
<br />IMPROVEMENT STANDARDS. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN
<br />THE ROAD RIGHT-OF-WAY PRIOR TO COMPLETION OF UTILITY RELOCATION
<br />WITHOUT SPECIFIC APPROVAL OF THE DIRECTOR.
<br />1. ALL PAVING WORK MUST CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS
<br />SECTION 39. HOT MIX ASPHALT(HMA) SHALL BE TYPE A. ASPHALT BINDER USED IN HMA
<br />MUST BE PG 64-10 AND AGGREGATE MUST COMPLY WITH THE Y2 - INCH HMA TYPE A
<br />GRADATION TABLE. ASPHALT PLACEMENT SHALL CONFORM TO THE FOLLOWING SCHEDULE.
<br />TOTAL 1. _.-__.r_..-� - ------ --__--_._---- ------i
<br />TOP LAYER THICKNESS NeXT LCW_R LAYER ALL; OTHER LOWER LAYER;
<br />THICKNESS NO. OF
<br />SHOWN ON LAYERS ; (FOOT) THICKNESS(FOOT) THICKNESS(FOOT)
<br />PLANS ;- --- ----- ----
<br />MIN_ MAX. MIN.MAX. MIN. MAX. i
<br />__0_.2DO -
<br />OR I ESS
<br />0.25 foot 2 0.1200 1 0.1300 0.1200 0.1300 - -
<br />0.30-0.45 foot 2�- 0.1500 0.2000 0.1500 02540 - -
<br />0.46 -foot or B 0.1500 1 0.2000 0.1500 0.2500 0.1500 1 0.4000 j
<br />A. WHEN GEOSYNTHETIC PAVEMENT INTERLAYER(PAVING FABRIC), MAT OR GRID IS
<br />SHOWN TO BE PLACED BETWEEN LAYERS OF HVA, THE THICKNESS OF HMA ABOVE
<br />THE GEOSYNTHETIC PAVEMENT INTERLAYER(PAVING FABRIC) MUST BE CONSIDERED
<br />TO BE THE " T CTAL THICKNESS SHOWN ON :`CANS" FOR THE PURPOSE OF
<br />SPREADING AND COMPACTING THE HMA ABOVE THE GOESYNTHE11C PAVEMENT
<br />INTERLAYER(PAVING FABRIC). THE MINIMUM LIFT THICKNESS OF HMA OVER
<br />GEOSY":THETIC PAVEMENT INTERLAYER(PAVING FABRIC), MAT OR GRID MUST BE
<br />0.12 FOOT.
<br />B. AT LEAST 2 LAYERS MUST BE PLACED IF TOTAL THICKNESS IS 0.45 -FOOT. AT
<br />LEAST 3 LAYERS MUST BE PLACED IF TOTAL THICKNESS IS MORE THAN
<br />0.45 -FOOT AND LESS THAN 0.90 -FOOT. AT LEAST 4 LAYERS MUST BE PLACED IF
<br />TOTAL THICKNESS IS 0.90 -FOOT OR MORE. FOR THE MISCELLANEOUS AREAS OR
<br />PAVEMENT REPAIR, AT LEAST 2 LAYERS MUST BE PLACED IF THE TOTAL
<br />THICKNESS IS 0.50 -FOOT.
<br />2. AGGREGATE BASE AND SHOULDERS MUST BE CLASS 2 MEETING THE 3/4" MAXIMUM
<br />AGGREGATE GRADING. COMPACT EACH LAYER TO AT LEAST 95 PERCENT RELATIVE
<br />COMPACTION
<br />1. THIS SUBMITTAL CONSISTS OF ROADWORK (PAVING, INCLUDING BASE, AND COMPACTION), DITCHES,
<br />PRIVATE DRIVEWAYS AND UTILITY ADJUSTMENTS .
<br />2. ALL DEFERRED WORK TO BE DONE BY OTHERS.
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<br />E. ASHLEY LANE
<br />IMPROVEMENTS STA. 10+31 TO STA. 19+00
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<br />E. ASHLEY LANE
<br />IMPROVEMENTS STA. 19+00 TO STA. 26+00
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<br />IMPROVEMENTS STA. 26+00 TO STA. 28+54
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<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED AS AN "ENCROACHMENT PERMIT PLAN SET"
<br />APPROVED FOR WORK WITIHIN COUNTY RIGHT-OF-WAY ONLY.
<br />a
<br />ACCEPTED:
<br />DATE:
<br />RCE NO.: C. `!, 3 `i 5 EXP DATE:
<br />1 f�of
<br />ENCROACHMENT
<br />, 5 90 0 30 4
<br />-
<br />DATED
<br />L
<br />PERMIT NU.
<br />DRAWN BY: CP
<br />DESIGNED BY:
<br />71-
<br />Know what's below.
<br />Lail before you dig,
<br />BENCHMARK I NEORMA TION:
<br />RENT H MARK: R-13.3 EL:39.205
<br />DESCRIPTION: BRASS CAP CCYL @ ALHAMBRA 18' N.
<br />64 W. OF CAS.
<br />DATUM: NGVD 29
<br />DILLON & MURPHY
<br />CONSUL TING CIVIL ENGINEERS
<br />^,1r� __P/,!'� pLAWNc suRv vrvC
<br />847 N. CLUFF AVENUE, SUFE A2, LODI, CALIFORNIA 95240 (209) 334-6613
<br />TOWNLEY FAMILY RANCH
<br />OFF-SITE IMPROVEMENT PLANS
<br />U TLE SHEET
<br />SAN JCA0JN COUNTY, CALIFORNIA
<br />FEBRUARY, 2019
<br />REV. NO.
<br />DESCRIPTION
<br />DATE SCALE: 1"= 100'
<br />DRAWN BY: CP
<br />DESIGNED BY:
<br />CHECKED BY: JM
<br />1
<br />ti LT 6
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<br />1
<br />F 6 SHEET
<br />JOB NO
<br />1595
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