|
Lil
<br />IMPROVEMENT PLANS FOR
<br />ATEPA LANE AND CHAPAWEE LANE
<br />R/M
<br />10' PALE.
<br />EXIST
<br />ORADE�
<br />1' MIN.
<br />(PRIVATE ROADS)
<br />COUNTY OF SAN JOAQUIN
<br />STATE OF CALIFORNIA
<br />APN: 001-140-67, 68, 69, '70, 71, 72, 74, 75
<br />u
<br />50'
<br />GOfiST. �
<br />_6' 12' - 10' -
<br />25'
<br />12'1 6'
<br />77 EXIST 2' AG OVER PRIME
<br />GOAT OVER 6' A.
<br />PLACE 2' A.G. OVER 6' AB.
<br />PLACE 8' AB. SHOULDER
<br />COMPACTED AT 4M R.G.
<br />ATEPA LANE
<br />CHAPAWEE LANE
<br />(PRIVATE ROADS)
<br />TYPICAL CR055-5ECTION
<br />NOT TO SCALE
<br />NOTE:
<br />MAINTENANCE OF THE PRIVATE ROAD SHALL BE PROVIDED
<br />BY RI TM PROPERTY 01"!439 MRSUANT TO A ROAD
<br />IMINTSWCE A IRM4 NT IN AOOORDANOE NNTH CALIFORNIA
<br />CIVIL OWE SEOTION 846 (b).
<br />REVISIONS
<br />DESCRIPTION ENGR.
<br />INR.
<br />(:=;u'�
<br />R/W 10' PAJ.E.
<br />EXIST
<br />GRADE
<br />v MIN J
<br />1ppliplb ii ii
<br />ADAMS
<br />001-140-26
<br />CHAPAWEE LANE
<br />(A PRIVATE I ROAD)
<br />001-140-70
<br />-
<br />-� - -
<br />-
<br />� _�
<br />10' P.UJ:.
<br />ASPHALTIC GONGRETE
<br />I 001-140-71
<br />A66RESATE BASE
<br />B.G.
<br />BEGIN CARVE
<br />G.S.P.
<br />CORRUGATED STEEL PIPE
<br />�
<br />DRAINAGE EASEMENT
<br />I
<br />END CURVE
<br />I
<br />E06E OF PAVEMENT
<br />X50' PRIVATE ROAD
<br />FLOI SINE
<br />INV.
<br />INVERT ELEVATION
<br />EASEMENT 4 PJJ.E.
<br />POINT ON CJRVE
<br />10' PAJE. �I
<br />PUBLIC. UTILITY EASEMENT
<br />R/W
<br />RIGHT-OF-WAY
<br />Lp
<br />I LJ
<br />z�
<br />11
<br />II a
<br />I I
<br />IQL
<br />LLJ
<br />001-140- 001-140- 001-140-'73
<br />Q
<br />WALNUT GR01/E
<br />JOB NO.: 051357PI
<br />DATE : 07/06/06 11:12 a.m.
<br />SCALE HDRR.: AS SHOWN
<br />SCALE VERT.:
<br />DRAWN : KO
<br />DESIGN : EFS
<br />CHECK : EFS
<br />001-140-72
<br />GENERAL NOTES:
<br />1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br />SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING
<br />SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS, SAN JOAQUIN
<br />COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
<br />2. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED
<br />ACCEPTABLE BY COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES
<br />OF WORK WHICH WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE
<br />MAINTAINED AT ALL TIMES. THE TCP SHALL BE DRAWN TO SCALE.
<br />3. A MINIMUM OF ONE 10' TRAFFIC LANE SHALL BE MAINTAINED AT ALL TIMES, WITH
<br />TRAFFIC DELAYS LIMITED TO A MAXIMUM OF 15 MINUTES. A MINIMUM OF TWO 10'
<br />TRAFFIC LANES SHALL BE MAINTAINED DURING NON -WORKING HOURS. TRAFFIC
<br />CONTROLS SHALL BE IN CONFORMANCE WITH SECTION 12 OF THE CALTRANS STANDARD
<br />SPECIFICATIONS.
<br />4. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM
<br />TRAFFIC CONTROL DEVICES(MUTCD), MUTCD CALIFORNIA SUPPLEMENT, CALTRANS TRAFFIC
<br />MANUAL AND/OR SAN JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THE PLANS.
<br />5. ALL THE COMPACTION TESTS AND MATERIALS SAMPLING AND TESTING SHALL BE THE
<br />RESPONSIBILITY OF THE DEVELOPER.
<br />6. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST
<br />BE PREPARED AND CERTIFIED BY THE "CML ENGINEER", AND SHALL BE SUBMITTED TO
<br />THE DIRECTOR OF PUBUC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) 48 HOURS
<br />PRIOR TO ANY EXCAVATION BY CALLING THE TOLL-FREE NUMBER (800) 642-2444.
<br />8. EXCAVATION OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />9. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF PUBUC WORKS
<br />48 HOURS IN ADVANCE OF PERFORMING ANY WORK REQUIRED IN THE PLANS.
<br />PHONE (209) 468-3022.
<br />10. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST
<br />EDITION OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS.
<br />11. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER PROPER
<br />BACKFILUNG WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE
<br />MATERIALS USED IN THE ORIGINAL PAVING.
<br />12. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING
<br />CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
<br />CALIFORNIA AND PER SAN JOAQUIN COUNTY, DEPARTMENT OF PUBUC WORKS
<br />REQUIREMENTS.
<br />13. DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />WEATHER, AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE
<br />WORK.
<br />14. ALL TRAFFIC DEUNEATIONS (SIGNS, STRIPING, RAISED PAVEMENT MARKERS) SHILL
<br />BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE WORK.
<br />APPROVED BY: THORNTON FIRE DISTRICT
<br />6&4 AaAft. p-02/-,2006
<br />SIGNATURE DATE
<br />V C-15372
<br />EXP. 3-31-07
<br />KZc OF 0
<br />CAS
<br />LEGEND:
<br />SHEET INDEX:
<br />A.G.
<br />ASPHALTIC GONGRETE
<br />AB.
<br />A66RESATE BASE
<br />B.G.
<br />BEGIN CARVE
<br />G.S.P.
<br />CORRUGATED STEEL PIPE
<br />D.E.
<br />DRAINAGE EASEMENT
<br />E.G.
<br />END CURVE
<br />E.P.
<br />E06E OF PAVEMENT
<br />F/L
<br />FLOI SINE
<br />INV.
<br />INVERT ELEVATION
<br />P.O.G.
<br />POINT ON CJRVE
<br />P.U.E.
<br />PUBLIC. UTILITY EASEMENT
<br />R/W
<br />RIGHT-OF-WAY
<br />5.1.
<br />SAN JOAQUIN
<br />OWNER -DEVELOPER
<br />OLD GOLDEN OAKS LLC
<br />C. RYAN VOORHEES, PRESIDENT
<br />28082 NICHOLS ROAD
<br />GALT, CA 95632
<br />PHONE: (209) 367-1706
<br />EARNEST F. SMITH -CIVIL ENGINEER
<br />221 WEST OAK STREET, SUITE 8-2
<br />LODI, CALIFORNIA 95240
<br />Z_
<br />E.F. SMITH, DESIGN ENGINEER
<br />PHONE (209) 334-6523 ATEPA
<br />DATE: //-1'' -&(0
<br />R.C.E. NO.: 15372
<br />EXP. DATE: 3-31-07 SAN JOAQUIN COUNTY
<br />15. ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS IN SECTION
<br />39, "ASPHALT CONCRETE,' OF THE STANDARD SPECIFICATIONS.
<br />16. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26,
<br />"AGGREGATE BASES," OF THE STANDARD SPECIFICATIONS.
<br />17. LIQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS
<br />IN SECTIONS 39, "ASPHALT CONCRETE,' AND 93, "LIQUID ASPHALTS," OF THE
<br />STANDARD SPECIFICATIONS.
<br />18. THE COUNTY OF SAN JOAQUIN, BOARD OF SUPERVISORS, THE DIRECTOR, OR
<br />HIS REPRESENTATIVES, SHALL NOT BE ANSWERABLE OR ACCOUNTABLE IN ANY MANNER
<br />FOR ANY LOSS OR DAMAGE THAT MAY HAPPEN TO THE WORK, OR ANY PART
<br />THEREOF, OR TO ANY ARTICLES OR MATERIALS USED; IN PERFORMING THE WORK,
<br />OR FOR DAMAGE OF ANY PROPERTY THAT MAY OCCUR IN THE PROSECUTION OF
<br />THE WORK. THE CONTRACTOR SHALL HAVE COMPLETE RESPONSIBILTTY FOR THE
<br />SAFETY OF THE PUBUC AND OF PROPERTY APPERTAINING TO HIS OPERATION,
<br />AND HE SHALL INDEMNIFY AND SAVE HARMLESS THE COUNTY OF SAN JOAQUIN,
<br />THE BOARD OF SUPERVISORS, THE DIRECTOR, OR HIS REPRESENTATIVES, FROM
<br />ALL CLAIMS, COSTS, SUITS OR ACTIONS RESULTING, OR CLAIMED TO HAVE
<br />RESULTED, FROM INJURIES OR DAMAGES ARISING OUT OF, OR IN CONNECTION
<br />WITH, THE OPERATIONS OF THE CONTRACTOR.
<br />19. THE CONTRACTOR SHALL PROCURE AND SHALL MAINTAIN, DURING THE LIFE OF
<br />THE CONTRACT, CONTRACTOR'S PUBLIC LIABILTTY INSURANCE IN AN AMOUNT NOT LESS
<br />THAN =500,000.00 FOR INJURIES, INCLUDING ACCIDENTAL DEATH, TO ANY ONE
<br />PERSON, AND SUBJECT TO THE SAME LIMIT FOR EACH PERSON, IN AN AMOUNT
<br />NOT LESS THAN 51,000,000.00 ON ACCOUNT OF ONE ACCIDENT, AND CONTRACTOR'S
<br />PROPERTY DAMAGE INSURANCE IN AN AMOUNT NOT LESS THAN =500,000.00. THE
<br />CONTRACTOR SHALL ALSO SECURE INSURANCE COVERING OWNED, HIRED, OR
<br />NON -OWNED VEHICLES, THE LIMITS OF WHICH SHALL BE EQUAL TO THE LIMITS
<br />SPECIFIED ABOVE FOR PUBLIC LIABILITY AND PROPERTY DAMAGE.
<br />20. THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERWLS, DEVICES AND
<br />EQUIPMENT, SHALL BE GUARANTEED BY THE DEVELOPER AGAINST FAULTY
<br />WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL
<br />APPROVAL BY S.J.Co. PUBUC WORKS. THE DEVELOPER SHALL VVI*
<br />BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS INCLUDING ALL
<br />LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK
<br />NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY
<br />SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE WORK
<br />ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE
<br />AND EFFECT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL
<br />OF THE WORK BY S.J. Co. PUBUC WORKS
<br />21. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY
<br />PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF
<br />DIRECTOR.
<br />22. THE SAN JOAQUIN COUNTY INTERIM FLOOD HAZARD REDUCTION POUCY SHALL
<br />APPLY TO THIS SUBDIVISION.
<br />N
<br />NA
<br />15
<br />YNALNUT GROVE ROAD
<br />VICINITY MAP
<br />NOT TO SCALE
<br />UTILITY SERVICES PROVIDED BY:
<br />1. STORM DRAINAGE: ON-SITE RETENTION
<br />2. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANY
<br />3. NATURAL GAS: PACIFIC GAS & ELECTRIC COMPANY
<br />4. TELEPHONE: SBC
<br />5. SEWER: PRIVATE SEPTIC SYSTEM
<br />6. WATER: PRIVATE WELL
<br />7. STREET LIGHTS: NONE REQUIRED
<br />APPROVED:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SENIOR CIVIL ENGINEERDATE
<br />R.C.E. NO.; 4'6 6/305 3 3 EXP. DATE: /oi
<br />LANE AND CHAPAWEE LANE SHEET
<br />SUBDIVISION IMPROVEMENTS
<br />COVER SHEET of 8
<br />CALIFORNIA FILE NO. 051357PI
<br />G',}, menlS nntl SntingSLLart,Mly Dor x�Auc CeO Filpsl�/PLLEY 9�RIVG$GOL�CaE_K IVC\\NALVUT GR(1V=�(1A]'I �oven'an:�lnnC rv91�m'.dwg,'1�R24110f1�`AO`.fi iAV
<br />SHEET INDEX:
<br />SHEET NO,
<br />TITLE
<br />1
<br />COVER SHEET
<br />2
<br />ATEPA LANE PLAN & PROFILE
<br />3
<br />CHAPAWEE LANE PLAN & PROFILE
<br />4
<br />CROSS-SECTIONS
<br />5
<br />CROSS-SECTIONS
<br />6
<br />CROSS-SECTIONS
<br />7
<br />CROSS-SECTIONS
<br />8
<br />CROSS-SECTIONS
<br />9
<br />GRADING PLAN
<br />EARNEST F. SMITH -CIVIL ENGINEER
<br />221 WEST OAK STREET, SUITE 8-2
<br />LODI, CALIFORNIA 95240
<br />Z_
<br />E.F. SMITH, DESIGN ENGINEER
<br />PHONE (209) 334-6523 ATEPA
<br />DATE: //-1'' -&(0
<br />R.C.E. NO.: 15372
<br />EXP. DATE: 3-31-07 SAN JOAQUIN COUNTY
<br />15. ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS IN SECTION
<br />39, "ASPHALT CONCRETE,' OF THE STANDARD SPECIFICATIONS.
<br />16. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS IN SECTION 26,
<br />"AGGREGATE BASES," OF THE STANDARD SPECIFICATIONS.
<br />17. LIQUID ASPHALT (PRIME COAT) SHALL CONFORM TO THE REQUIREMENTS
<br />IN SECTIONS 39, "ASPHALT CONCRETE,' AND 93, "LIQUID ASPHALTS," OF THE
<br />STANDARD SPECIFICATIONS.
<br />18. THE COUNTY OF SAN JOAQUIN, BOARD OF SUPERVISORS, THE DIRECTOR, OR
<br />HIS REPRESENTATIVES, SHALL NOT BE ANSWERABLE OR ACCOUNTABLE IN ANY MANNER
<br />FOR ANY LOSS OR DAMAGE THAT MAY HAPPEN TO THE WORK, OR ANY PART
<br />THEREOF, OR TO ANY ARTICLES OR MATERIALS USED; IN PERFORMING THE WORK,
<br />OR FOR DAMAGE OF ANY PROPERTY THAT MAY OCCUR IN THE PROSECUTION OF
<br />THE WORK. THE CONTRACTOR SHALL HAVE COMPLETE RESPONSIBILTTY FOR THE
<br />SAFETY OF THE PUBUC AND OF PROPERTY APPERTAINING TO HIS OPERATION,
<br />AND HE SHALL INDEMNIFY AND SAVE HARMLESS THE COUNTY OF SAN JOAQUIN,
<br />THE BOARD OF SUPERVISORS, THE DIRECTOR, OR HIS REPRESENTATIVES, FROM
<br />ALL CLAIMS, COSTS, SUITS OR ACTIONS RESULTING, OR CLAIMED TO HAVE
<br />RESULTED, FROM INJURIES OR DAMAGES ARISING OUT OF, OR IN CONNECTION
<br />WITH, THE OPERATIONS OF THE CONTRACTOR.
<br />19. THE CONTRACTOR SHALL PROCURE AND SHALL MAINTAIN, DURING THE LIFE OF
<br />THE CONTRACT, CONTRACTOR'S PUBLIC LIABILTTY INSURANCE IN AN AMOUNT NOT LESS
<br />THAN =500,000.00 FOR INJURIES, INCLUDING ACCIDENTAL DEATH, TO ANY ONE
<br />PERSON, AND SUBJECT TO THE SAME LIMIT FOR EACH PERSON, IN AN AMOUNT
<br />NOT LESS THAN 51,000,000.00 ON ACCOUNT OF ONE ACCIDENT, AND CONTRACTOR'S
<br />PROPERTY DAMAGE INSURANCE IN AN AMOUNT NOT LESS THAN =500,000.00. THE
<br />CONTRACTOR SHALL ALSO SECURE INSURANCE COVERING OWNED, HIRED, OR
<br />NON -OWNED VEHICLES, THE LIMITS OF WHICH SHALL BE EQUAL TO THE LIMITS
<br />SPECIFIED ABOVE FOR PUBLIC LIABILITY AND PROPERTY DAMAGE.
<br />20. THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERWLS, DEVICES AND
<br />EQUIPMENT, SHALL BE GUARANTEED BY THE DEVELOPER AGAINST FAULTY
<br />WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL
<br />APPROVAL BY S.J.Co. PUBUC WORKS. THE DEVELOPER SHALL VVI*
<br />BE RESPONSIBLE FOR ALL REPAIR AND/OR REPLACEMENTS INCLUDING ALL
<br />LABOR, MATERIALS, EQUIPMENT, DEVICES, PLANT AND OTHER ITEMS OF WORK
<br />NECESSARY. TO SECURE THIS GUARANTEE, A BOND OR OTHER SECURITY
<br />SHALL BE PROVIDED IN THE AMOUNT OF 20% OF THE VALUE OF THE WORK
<br />ESTIMATED BY THE ENGINEER. SAID BOND SHALL CONTINUE IN FULL FORCE
<br />AND EFFECT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL
<br />OF THE WORK BY S.J. Co. PUBUC WORKS
<br />21. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY
<br />PRIOR TO COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF
<br />DIRECTOR.
<br />22. THE SAN JOAQUIN COUNTY INTERIM FLOOD HAZARD REDUCTION POUCY SHALL
<br />APPLY TO THIS SUBDIVISION.
<br />N
<br />NA
<br />15
<br />YNALNUT GROVE ROAD
<br />VICINITY MAP
<br />NOT TO SCALE
<br />UTILITY SERVICES PROVIDED BY:
<br />1. STORM DRAINAGE: ON-SITE RETENTION
<br />2. ELECTRICITY: PACIFIC GAS & ELECTRIC COMPANY
<br />3. NATURAL GAS: PACIFIC GAS & ELECTRIC COMPANY
<br />4. TELEPHONE: SBC
<br />5. SEWER: PRIVATE SEPTIC SYSTEM
<br />6. WATER: PRIVATE WELL
<br />7. STREET LIGHTS: NONE REQUIRED
<br />APPROVED:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SENIOR CIVIL ENGINEERDATE
<br />R.C.E. NO.; 4'6 6/305 3 3 EXP. DATE: /oi
<br />LANE AND CHAPAWEE LANE SHEET
<br />SUBDIVISION IMPROVEMENTS
<br />COVER SHEET of 8
<br />CALIFORNIA FILE NO. 051357PI
<br />G',}, menlS nntl SntingSLLart,Mly Dor x�Auc CeO Filpsl�/PLLEY 9�RIVG$GOL�CaE_K IVC\\NALVUT GR(1V=�(1A]'I �oven'an:�lnnC rv91�m'.dwg,'1�R24110f1�`AO`.fi iAV
<br />
|