|
"
<br />-- - --
<br />NOTES
<br />GENERAL - -
<br />'
<br />1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WrIH THESE PLANS, THE LATEST
<br />t
<br />EDITION OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, AND LOCKEFORD COMMUNITY
<br />To Be Constructed
<br />SERVICES DISTRICT RBQUIRIIMEMS.
<br />•r�
<br />2. CONTRACTOR SHALL BE IN RECEIPT OF COUNTY AND DISTRICT APPROVED PLANS PRIOR TO
<br />COVER SHEET
<br />CONSTRUCTION.
<br />v�oar�
<br />3. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />n®
<br />BEGINNING OF WORK.
<br />4. CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" (PHONE $00.642.2444) 48 HOURS IN
<br />_ems_
<br />,
<br />ADVANCE BEFORE ANY DIGGING.
<br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND/OR
<br />OTHER SURVEY MONUMENTS ANDSHALLNOTIFY SANJOAQUINCOUNTY SURVEYOR OFANY DAMAGED
<br />UTILITY
<br />OR REMOVED COUNTY, STATE OR FEDERAL MONUMENTS.
<br />6. CONTRACTOR SHAH, NOTIFY LocEEPORD COMMUNITY SERVICES DISTRICT UPON APPLICATION FOR
<br />PERMIT AND PAYMENT OF REQUIRED PEES FOR SEWER AND WATER CONNECTIONS.
<br />7. THE CONTRACTOR SHALL VERIFY ALL STREET NAMES WITH COMMUNITY DEVELOPMENT DEPARTMENT
<br />X X-
<br />BEFORE ORDERING STREET SIGNS.
<br />_4„G_4,.G=
<br />S. EXCEPT WHERE SPECIFICALLY AUTHORIZED BY VALID PERMITS FROM FISH AND GAME, CORP OF
<br />i414414414414t14F1
<br />ENGINEERS, AND COUNTY FLOOD CONTROL DISTRICT, THE CONTRACTOR SHALL CONDUCT HIS
<br />GRADIN
<br />OPERATION ENTIRELY OUTSIDE OF ANY PLOODPLADI BOUNDARIES. FLOODPLAIN BOUNDARIES SHALL
<br />BE CLEARLY DELINEATED IN THE FIELD PRIOR TO CONSTRUCTION. -
<br />--e"W-s"W--
<br />9. CONTRACTOR SHALL CONDUCT HIS OPERATION ENTIRELY OUTSIDE OF ANY NO GRADING AREA THESE
<br />4.
<br />AREAS SHALL BE CLEARLY DELINEATED IN THE FIFA PRIOR TO CONSTRUCTION.
<br />10. WHERE WORK IS BEING DONE IN AN OFFSIIE EASEMENT, THE CONTRACTOR SHALL NOTIFY THE
<br />-T-T-
<br />PROPERTY OWNER 48 HOURS PRIOR TO COMMENCING WORK.
<br />11. THE CIVIL EN004MSHALL SETALL SURVEY CONTROLS AND CONSTRUCTION STAKES NECESSARY FOR
<br />SEWAGE
<br />COMPLETION OF THE WORK. THE CDNTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
<br />-N-TV -
<br />- G -04-- G -
<br />ALL SURVEY AND CONSTRUCTION STAKES, AND ANY SURVEY OR CONSTRUCTION STAKES THAT ARE
<br />LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE RESET BY THE CIVIL ENOINPER
<br />STREET
<br />AT THE CONTRACTOR'S EXPENSE.
<br />DRAIN DETAILS '
<br />12. ALL EXISTING IRRIGATION LINES WITHIN THE R.O.W. SHALL BE REMOVE).
<br />--W-Oo--w---
<br />13. WATER USED IN ANY PHASE OF CONSTRUCTION, SUCH AS SACKFUL COMPACTION, DUST CONTROL,
<br />7.
<br />TESTING OR OTHER WORK ENRON REQUIRE), $HALL BE INCLUDED IN THE UNIT PRICE OR LUMP SUM.
<br />SEWER
<br />14. WHERE WORK IS ADJACENT TO A TRAFFIC LANE AND THERE IS A PAVEMENT CUT, DITCH OR TRENCH
<br />-E-E-
<br />GREATER THAN 2 INCHES IN DEPnI, THE CONTRACTOR SHALL MAINTAIN CONTINUOUS BARRICADES
<br />DRAWN
<br />SPACED AT APPROXIMATELY 50 FOOT INTERVALS. IF THE CUT, DITCH OR TRENCH IS GREATER THAN
<br />10 FEET FROM A TRAFFIC LANE, THE SPACING MAY BE GREATER, BUT SHALL NOT EXCEED 200 FEET.
<br />,/960! 1_6CAT,ED
<br />15. EXISTING AC. SURFACES SHALL BE CUT IN A NEAT STRAIGHT LiNE PARALLEL WITH OR
<br />��G.
<br />PERPENDICULAR TO THE STREET CENTERLINE AS APPLICABLE AND THE EXPOSED EDGE SHALL BE
<br />TACKED WITH EMULSION PRIOR 70 PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED,
<br />RECOMPACIED AND RESEALED PRiOR TO PAVING.
<br />{
<br />16. WINTERIZATION NOTE:
<br />9
<br />THE FOLOWINO CONDITIONS ARE REQUIRED IF GRADING AND DRAINAGE IMPROVEMENTS ARE
<br />INCOMPLETE BY I OCIOBER.
<br />(A) EROSION PROTECTION ON SLOPES 10:1 OR STEEPER AND SWAL ES WITH SLOPES 2:1 OR
<br />OF` CoNCRk-rZ- CGALLr,Ey2T
<br />GREATER. -
<br />APPROVED
<br />(B) GRADE GUTTER SAG POINTS TO DRAIN.
<br />(C) PREVENT SEDIMENTATION IN EXISTING STORM DRAIN SYSTEM AND CLEAN DOWNSTREAM
<br />Rcif13g9y
<br />PIPES.
<br />17. PUBLIC SAFETY AND TRAFFIC CONTROL SHAD. BE PROVIDED IN ACCORDANCE WITH SECTION 06.09 OF
<br />I
<br />THE STANDARDCONSTRUCTION SPICIFICATIONS AND AS DIRECTED BY THE PUBLIC WORKS DEPT. SAFE
<br />RECORD DRAWtNC
<br />VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.
<br />13. CONTRACTOR AGREES THAT IEEASSUME SOLE AND COMPLETE RESPONSIBILITY POR JOB SITE
<br />CONDITIONS DURING THE CO OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY; TIER REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEPEND, INDEMNIFY AND
<br />HOLD THE OWNER, SAN JOAQUIN COUNTY, LOCKEFORD, COMMUNITY SERVKB DISTRICT, ITS
<br />ENGINEERING REPRESENTATIVE AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
<br />REAL OR ALLEGE), IN CONNECiiIMN WITH THE PERFORMANCE OF WORK ON THIS PROJECT
<br />19. CONTRACTOR SHALL GIVE THE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY
<br />CONSTRUCTION SURVEYS.
<br />20. CONTRACTOR SHALL NOTIFY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS AND THE
<br />LOCKEFORD COMMUNITY SERVICES DISTRICT AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK
<br />ON THE PROJECT. PHONE (209) 40-3000.
<br />21. NO EXTRA WORK SHALL BE PERFORMED, AND NO CHANGE SHALL BE MADE, EXCEPT PURSUANT TO A -
<br />WRITEN CHANGE ORDER FRONT THE OWNER STATING THAT THE EXTRA WORK OR CHANGE IS
<br />AUIWRIZED, AND NO CLAIM FOR ANY ADDITION TO THE CONTRACT SUM OR TOMB FOR COMPLETION
<br />SHALL BE VALID UNLESS SO ORDERED; PROVIDED, HOWEVER, THAT NOTHING IN THIS ARTICLE SHALL
<br />EXCUSE CONTRACTOR FROM PROCEEDING WITH THE PROSECUTION OF THE WORK SO CHANGED.
<br />CONTRACTOR SHALL, WHEN REQUIRED BY THE ENGINEER, FURNISH AN ITEMIZED BREAKDOWN OF THE
<br />QUANTITIES AND PRICES USED -IN COMPUTING .THE ..VALUE._OF I1E'CHANGE .RBQUBS7HD..BY.THE
<br />!
<br />CONTRACTOR OR 71LAT MAY LEAVE Bpi ORDER® BY THIS OWNER.
<br />22. TRAFFIC SIGNS AND MARK" SHALL BE ACCORDING TO SAN :JOAQUIN COUNTY STANDAItD6,
<br />CONFORMING WITH THE "UNIftM TRAFFIC CONTROL DEVICES MANUAL." NO CHANE SiiUL BE
<br />MALE TO UTILITY IPROVEMrTI'3 WITHOUT PRIOR APPROVAL OF THE COUNTY DEPARTMENT OF
<br />PUBLIC WORKS AND 1M LOCUNK)RD COMMUNITY SERVICES DISTRICT.
<br />23. ALL GRADING SMALL :8&DOWI t -ACCORDANCE WITH- Lvilsat 70, OF THE 19R3.EDITION OF THE
<br />UNQPORM BUILDING CODE, AND THE APPROVED GRADING PLAN.
<br />24. CONTRACTOR'S ATTENTION IS DiYXMTO"PRE0INARYOBOIECHNWALINVESTIGATION, PROPOSED
<br />LOCKEPORD BLUFFS SUBDIVISION" PREPARED BY J.H. KLEM41LD R t ASSOCIATES. A COPY OF WHICH
<br />CAN BE OBTAINED FROM THE CIVIL ENGINEER OR OWNER.
<br />25. COMPAcnON TESTING WILL BR PROVIDED BY THE OWNER IN CONFORMANCE WITH THE STANDARDS
<br />i
<br />OF SAN JOAQUIN COUNTY AND THE L.oaawORD COMMUNITY SERVICES DISTRICTUTILITIES.
<br />I F
<br />26. PACIFIC BEL TELEPHONE COWANY, PGA E, LOCKEPORD COMMUNITY SERVICES DISTRICT, ANDL.ODI
<br />CABLE T.V. ARE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE -CALL PROGRAM. THE
<br />CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACT SHALL NOTIFY MEMBERS OF U.S.A. 48
<br />HOURS IN ADVANCE OF PERPORMING EXCAVATION WORK BY CALLING THE TOLL-FREE NUMBER WD -
<br />624 -2444 EXCAVATION IS DEFINE AS BONG IS OR MORE INCHES IN DEPTH BELOW THE FISTING
<br />SURPACIL
<br />27. THE TYPES, LOCATIONS, SIM AND/OR DEPTHS OF EXISTING UNDERGROUND umx ES AS SHOWN ON
<br />THESE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY, THE
<br />CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVA77ON WILL REVEAL THE TYPES, EXTENT,
<br />SIZES, LOCATIONS AND DEVIRSOFSUCH UNDERGROUND UTILITES. A REASONABLE EFFORT HAS BEEN
<br />a MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER THE ENGINEER
<br />t
<br />CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF
<br />SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED BUT WHiCH ARE NOT SHOWN ON THESE.
<br />DRAWINGS. D
<br />28. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING CONSTRUCTION HE IS
<br />RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED AND RBQUES77NO VERIFICATION
<br />AT THE CONSTRUCTION SITE OF THE LOCATIONS OF THE UNDERGROUND uiux ES WHERE SUCH
<br />FACILITIES MAY POSSIBLY CONFLICT WITH THE PLACEMENT OF IMPROVEMENTS AS SE(OWN ON THESE
<br />'
<br />IMPROVEMENT PLANS.
<br />129. THE CONIRACrOR SHALL EXPOSE THE ENDS OF EXISTING SEWER AND DRAIN LINES AND VERIFY THEIR
<br />LOCATION AND ELEVATION PRIOR TO PLACEMENT OF PPE ALL COSTS OF SUCH EXCAVATION AND
<br />SACKFUL SHALL BE INCLUDES) IN THE PRICE PAID FOR VARIOUS OTHER ITEMS OF WORK.
<br />30. THE STREET LIGHT SYSM WILL BE INSTALLED BY THE PACIFIC GAS A ELECTRIC CO. -
<br />31. HOUSE SERVICES, PIKE HYDRANT LATERALS, AND STREET LK)HT CONDUIT SHALL BE INSC'AILE O PRIOR
<br />TO CURB AND GUTTER CONSTRUCTION. ALL UNDERGROUND UTILITIES WTITRIN THE STREET AREA,
<br />_
<br />INCLUDING GAS AND TELEPHONE LINES, SHALL BE INSTALLED PRIOR To PAVING. -
<br />-
<br />WATER AND SEWER
<br />32. WATER FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH 71ESE PLANS AND THE
<br />LOCKEFORD COMMUNITY SERVICES DISTRICT STANDARD SPECIFICATION FOR WATER DISTRIBUTION
<br />SYSTEMS.
<br />33. SEWER FACILITIES SHALL. BE CONSTRUCTED IN CONFORMANCE WITH TEESE PLANS AND THE COUNTY
<br />OF SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS AS MODIFIED HEREIN AND
<br />APPROVED BY THE LOCKEFORD COMMUNITY SERVICES DISTRICT.
<br />34. ALL SEWER/WATER CROSSINGS SHALL CONFORM TO STATE HEALTH DEPARTMENT REGULATIONS.
<br />35. CONTRACTOR SHALL CONTACT LCSD 48 HOURS PRIOR 70 BEGINNING OF WATER LINE INSTALLATION
<br />(727-5035). -
<br />36. ALL VALVES SHALL BE FLANGED TO TEES AND/OR CROSSES.
<br />37. A MINIMUM OF 12" CLEARANCE SHALL BE MAINTAINED WHEN CROSSING OVER OR UNDER WATER
<br />LINES WITH ALL OTHER FACIZITES.
<br />38. WHERE WATER CROSSES SO OR SS USE AN 18-20 FT. LENGTH OF CL.. 200 PIPE, CENTERED OVER THE SS
<br />OR SO IF: A) THE WATER IS UNDER THE SS OR SO. B) THE VERTICAL CLEARANCE IS LESS THAN I Fr.
<br />39. SANITARY SEWER SERVICES SHALL BE MARKED BY THE CURB R GUTTER CONTRACTOR WITH AN "S"
<br />STAMPED ON THE TOP OF CURB.
<br />40. " WATER SERVICES SHALL BE MARKED BY THE CURB AND GUTTER CONTRACTOR WITH A "W" STAMPED
<br />ON THE TOP OF CURB.
<br />41. SEPARATION OF WATER AND SEWER MAINS (INCLUDING CROSSINGS) AND SEWER LATERALS CROSSING
<br />OVER WATER MAINS SHALL MF.Br OR EXCEED THE LATEST STANDARDS OF THE STATE OF CALIFORNIA
<br />DEPARTMENT OF HEALTH SERVICES.
<br />42. ALL WATER LINES SHAIL BE PRESSURE TESTED, DISINFECTED, FLUSHED AND TESTED FOR BACTERIA
<br />IN CONFORMANCE WITH THE SAN JOAQUIN COUNTY HEALTH CODE REQUIREMENTS PRIOR TO
<br />CONNECTING TO EXISTING WATER LINE
<br />43. NO MATERIALS RESULTING FROM TAPPING PROCEDURES MAY ENTER DISTRICT SEWER.
<br />44. EACH SEWER SERVICE SHALL HAVE A CLEAN OUT AT THE PROPERTY LINE
<br />45. NOTE THAT INSPECTION OF ALL UNDERGROUND UTILITIES WILL BE PERFORMED BY SAN JOAQUIN
<br />COUNTY DEPARTMENT OF PUBLIC WORKS AND LOCKEFORD COMMUNITY SERVICES DISTRICT. THEY
<br />MUST BE INSPECTED BEPORE BACKFILL. NOTIFY INSPECTORS. 48 HOURS PRIOR TO REQUIRING THER
<br />SERVICES. PHONE (203) 7274035.
<br />46. PIPE TYPE AND SIIWQ17i8ALLOWED FOR UNDBROROUNDUTILITIES ARE ASFOLLOWS: STORM DRAIN
<br />-
<br />(SD) - RCP ORACP -CL.TI SANITARYBSWBACSS) - VCP, EXTRA SIRENUMM RAS7MSTD.C-700;WATEER
<br />'
<br />(W) - PVC, CL. 130 PER AWWA STD. 0.900.
<br />ONP6,W3 & SPIiCQFICATKNN3
<br />47. ANYCH&MESTOTHE APPROVED PLANS AND SPECIFICATIONS MUST>ESPWAREDAND( 7BY
<br />THE "CIVIL ENGINERR", AND SHALL BE SUBMIn1ED TO THE DIRECTOR OF PUBLIC WORKS FOR
<br />APPROVAL PRIOR 70 IMPLEMENTATION.
<br />NSTR
<br />PLANS
<br />,. BLUF.FS 0D
<br />I N00
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />•ar7�:t�'tT[.%! ! :r."i:i'Dw'%Cy'+�jyC'ft _
<br />5MA,
<br />I
<br />>7
<br />Sanitary sewer .......................
<br />Stormsewer ..........................
<br />Gasline ................................
<br />Water lin ..............................
<br />Telephone ..............................
<br />Cable tel vision .....................
<br />Gas vale ..............................
<br />Water valve ...........................
<br />Electrical conduit ...................
<br />Match line ................ :............
<br />Manhole.. ............. :................
<br />Catchbas n .....................
<br />Gas met r ..................
<br />Water meter ..........................
<br />Curb and gutter ...................
<br />Sidewalk........." .......................
<br />Driveway ................................
<br />Conform pavement ................
<br />Fire hydr nt...........................
<br />Sign........................................
<br />Sanitary sewer cleanout........
<br />Utility po e: i ........................
<br />Guard ra I ...............................
<br />Barricade ................................
<br />Fence.....................................
<br />Railroad .................................
<br />Wheelcha r ramp ....................
<br />Sanitary sewer service..........
<br />Lamphol...............................
<br />Sfrco 'Iij ht ..................
<br />17
<br />78
<br />vR m5
<br />aG I a5
<br />73 74
<br />79
<br />8o
<br />5I -A
<br />r
<br />G� /2188
<br />N/
<br />-SC1444- / "= iso .
<br />IJ
<br />-- - --
<br />- ---
<br />r,
<br />_. ISHEM
<br />INDE
<br />t
<br />To Be Constructed
<br />Existing
<br />•r�
<br />1.
<br />COVER SHEET
<br />v�oar�
<br />n®
<br />a
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<br />_ems_
<br />,
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<br />2.
<br />UTILITY
<br />LAN
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<br />_4„G_4,.G=
<br />--4"G-4'L,--
<br />i414414414414t14F1
<br />3.
<br />GRADIN
<br />PLAN
<br />-s"W_TW-
<br />--e"W-s"W--
<br />4.
<br />BLUFF D
<br />-T-T-
<br />-- T --T ---
<br />S.
<br />SEWAGE
<br />IPI STATION
<br />-N-TV -
<br />- G -04-- G -
<br />---
<br />-N--N-
<br />- -G -."- G - - -
<br />6.
<br />STREET
<br />'STORM
<br />DRAIN DETAILS '
<br />-W-oil W-
<br />--W-Oo--w---
<br />DESIGNED
<br />G
<br />7.
<br />WATERA
<br />SEWER
<br />DETAILS
<br />-E-E-
<br />--E---E--
<br />-E---E--
<br />DRAWN
<br />,/960! 1_6CAT,ED
<br />S7-A-3=+
<br />S A +
<br />��G.
<br />fi.'':
<br />0AR! N0277/.S/D,C OF S. /F.
<br />CHECKED
<br />-,
<br />846, 7bP
<br />OF` CoNCRk-rZ- CGALLr,Ey2T
<br />APPROVED
<br />11EROlJAGL. B.M. �G. /O2./NS
<br />Rcif13g9y
<br />l
<br />JI -31-
<br />RECORD DRAWtNC
<br />IJ
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<br />•r�
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<br />-
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<br />o----- t�
<br />bi a
<br />A.
<br />VERTICAL DATUM
<br />DESIGNED
<br />G
<br />- REVISED_
<br />e.EAJC/I A13929
<br />BRASS D/S5,< 37AM(047D
<br />DRAWN
<br />,/960! 1_6CAT,ED
<br />��G.
<br />fi.'':
<br />0AR! N0277/.S/D,C OF S. /F.
<br />CHECKED
<br />846, 7bP
<br />OF` CoNCRk-rZ- CGALLr,Ey2T
<br />APPROVED
<br />11EROlJAGL. B.M. �G. /O2./NS
<br />Rcif13g9y
<br />JI -31-
<br />l,
<br />Corrections By
<br />No Changes By G
<br />t)ate '9-29-94 9'
<br />Any Person Using This Drawpeg Should Verity
<br />Al information By Inspecting THw- Sitt_ 0i vr„*
<br />DESCRIPTION
<br />7
<br />ATTEQERRY &
<br />ASSOCIATES
<br />MI6111�IM • aRMR1lYONl • PIAMNaRi
<br />3494 Bush Creek Ad.
<br />Ca*bridge, IIj 83410.
<br /><0$t 257-5ft2
<br />3 -3R -o(
<br />r
<br />.51r.c
<br />90 L OCAT/ON
<br />4 �ePPc s
<br />- /'IAP
<br />LOCKEFORD
<br />�Ah s � �,EeNSCALE- (•�• 1000 �
<br />we aW. o�
<br />84
<br />J�!K"_� O ¢l.�.heFUN
<br />a. Sssss444GGee.Mn...
<br />An
<br />Wy�Sh(�
<br />aron
<br />Ift
<br />o Flee 1000, t r
<br />0 MR.$ i.
<br />iS 0 Kilome m
<br />Junlpe
<br />OWNER ENGINEER
<br />Morada Properties W.G. Atteberry
<br />c% Pablo Zeiter Atteberry & Associates
<br />6102 E. Roberta Court 3494 Rush Creek Road
<br />Stockton, CA 95212 Cambridge, ID 83610
<br />Phone: 931-5312 Phone: (208) 257-3562
<br />UTILITIES
<br />Water: Lockeford Community Services District
<br />PO Box Z, Lockeford, CA 95237 Phone: 727-5035
<br />Sewer: Lockeford Community Services District
<br />PO Box Z, Lockeford, CA 95237 Phone: 727-5035
<br />Electric: Pacific Gas & Electric Co.
<br />4040 West Lane
<br />Stockton, CA 95201 Phone: 466-2261
<br />Gas: Pacific Gas & Electric Co.
<br />4040 West Lane
<br />Stockton, CA 95201 Phone: 466-2261
<br />Telephone: Pacific Bell Telephone Co.
<br />Drainage: San Joaquin County Dept. of Public Works,
<br />CSA 45
<br />Street
<br />Lighting: San Joaquin County Dept. of Public Works
<br />Lockeford Public Highway Lighting Dist.
<br />Landscape Maintenance: Lockeford Community Services District
<br />PO Box Z
<br />Lockeford CA 95237 Phone: .727-5635
<br />ATTE13ERRY & ASSOCIATES
<br />II---,� Date' 1-I0-97
<br />WG RCE No: '3q
<br />Exp Date: 3-S I or
<br />DESIGN ENGINEER
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />oovp
<br />• 41W4
<br />DIRECTO OF PUBLIC WORKS
<br />ENCROACHMENT APPROVED BY:
<br />Date:
<br />RCE No: 4l7/
<br />Exp Date:,(
<br />CAi-M-A lAfS DATE
<br />APPROV BY:M LUMNE FIRE DISTRICT
<br />/a 9r
<br />SIGNATURE DAlt
<br />OVE LOCKEFORD COMMUNITY SERVICES DIST/RICT
<br />�3!
<br />SIG URE
<br />DATE
<br />APPROVED BY DATE _4"1414;1 J -91
<br />APPROVED.40� FIREMARSHALL DATE
<br />,?Pj O,,C,� 1 O f 17-1 9 7
<br />APPROVED - LOCAL HEALTH DEPT. DATE
<br />1_06k1EF0)eD BL UFFS SUED/V/S/OrV OV17-NO. 2
<br />,CHASE 1
<br />COVER SHEET
<br />SAN d0.90 U/N COUNTS/, CALIFORNIA
<br />
|