|
Ilio
<br />TO BE CONST.
<br />LEGEND
<br />DESCRIPTION
<br />MONUMENT FRAME & COVER
<br />D.I.P.
<br />DUCTILE IRON PIPE
<br />A.B.
<br />CENTERLINE
<br />-
<br />EP
<br />EDGE OF PAVEMENT
<br />CENTER LINE
<br />CONST.
<br />CURB, GUTTER & SIDEWALK
<br />C.O.S.
<br />CITY OF STOCKTON
<br />WITH HANDICAP RAMP
<br />NORTH
<br />S
<br />SOUTH
<br />AGGREGATE BASE
<br />EAST
<br />SURVEY MONUMENT
<br />WEST
<br />- DRIVEWAY
<br />FLOW LINE
<br />F.H.
<br />FENCE
<br />* * * *
<br />100
<br />WATT ELECTROLIER
<br />�- PP
<br />UTILITY POLE
<br />STANDARD PLAN NUMBER
<br />TELEPHONE CABLE
<br />T
<br />TC
<br />CABLE TELEVISION
<br />TV
<br />�wr
<br />WATER LINE
<br />W 1/
<br />WATER VALVE
<br />-�
<br />WATER BLOWOFF
<br />04 )*FH
<br />FIRE HYDRANT
<br />RIGHT-OF-WAY
<br />WATER SERVICE
<br />NOT TO SCALE
<br />❑W
<br />WATER METER
<br />Compact in 24" max.
<br />SEWER LINE
<br />SANITARY MAINTENANCE HOLE
<br />-
<br />SANITARY MAIN CLEAN OUT
<br />apmnimum
<br />SEWER LATERAL
<br />3
<br />24"D
<br />STORM DRAIN LINE
<br />0
<br />STORM MAINTENANCE HOLE
<br />10" Min.
<br />CURB INLET OR CATCH BASIN
<br />O.D. O.D.
<br />GAS LINE
<br />G
<br />G /1
<br />GAS VALVE
<br />ABBREVIATIONS
<br />EXISTING
<br />O
<br />-0--PP
<br />-T-
<br />-TV- -
<br />❑W
<br />--C2S -
<br />O
<br />- -C24D -
<br />O
<br />E7
<br />A.C.
<br />ASPHALTIC CONCRETE
<br />A.B.
<br />AGGREGATE BASE
<br />C. B.
<br />CATCH BASIN
<br />C. L.
<br />CENTER LINE
<br />CONST.
<br />CONSTRUCT
<br />C.O.S.
<br />CITY OF STOCKTON
<br />(N)
<br />NORTH
<br />S
<br />SOUTH
<br />E
<br />EAST
<br />(W)
<br />WEST
<br />F.L.
<br />FLOW LINE
<br />F.H.
<br />FIRE HYDRANT
<br />INV.
<br />INVERT
<br />SDMH
<br />STORM DRAIN MAINTENANCE HOLE
<br />S.P.N.
<br />STANDARD PLAN NUMBER
<br />SSMH
<br />SANITARY SEWER MAINTENANCE HOLE
<br />TC
<br />TOP OF CURB
<br />(TYP.)
<br />TYPICAL
<br />TBM
<br />TEMPORARY BENCHMARK
<br />BM
<br />BENCHMARK
<br />D.I.P.
<br />DUCTILE IRON PIPE
<br />R.O.W.
<br />RIGHT-OF-WAY
<br />N.T.S.
<br />NOT TO SCALE
<br />UTILITY SERVICES PROVIDED BY:
<br />1. STORM DRAINAGE: SAN
<br />2. ELECTRICITY: P.G.&E.
<br />3. NATURAL GAS: P.G.&E.
<br />4. TELEPHONE: PACIFIC BELL
<br />5. SANITARY SEWER: PRIVATE DISPOSAL SYSTEM (SEPTIC TANK)
<br />6. WATER: WILKINSON MANOR MAINTENANCE DISTRICT
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />ENCROACHMENTDATE
<br />PERMIT NO: o3 -/0-M ISSUED:?,
<br />APPROVED
<br />APPROVED
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SENIOR CIVIL ENGINEER DATE
<br />R.C.E. NO. EXP. DATE:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />4 .
<br />DIRECTOR OF PUBLIC WORKS DATE
<br />R.C.E. N0. EXP. DATE:
<br />IMPROVEMENT PLANS
<br />FOR
<br />EASTVIEW DRIVE WATER LINE
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctability, ninety percent (90x)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ho. Rwl.d b 011 by
<br />I Feb. 1996
<br />Pa TYPICAL TRENCH BACKFILL
<br />011 of Filift Wyk&
<br />a". by JLD '
<br />"nd" W COUNTY OF SAN JOAQUIN Ode JUNE 1997
<br />+- NONE °w'""o" a RMX sass &9-'" 9a. R-29
<br />SCJ LAND SUS
<br />/e
<br />a
<br />* N0. 7600 #
<br />EX. 12-31-2004
<br />J�grF OF CA`\EO���Q-
<br />QROFESS/ON
<br />h�Q tiP ti� Fy
<br />Z
<br />" N0. 48,717 rr
<br />K EXPIRES: 9-30-2004
<br />qT CIVIL
<br />sT ,
<br />F OF CA\-\F�
<br />800-227-2600
<br />4,_48 HOURS PRIOR TO WORK OPERATION;
<br />UNAUTHORIZED CHANGES AND USES:NO•
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE
<br />RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
<br />CHANGES TO OR USES OF THESE PLANS. ALL CHANGES
<br />TO THE PLANS MUST BE IN WRITING AND MUST BE
<br />APPROVED BY THE PREPARER OF THESE PLANS.
<br />w
<br />�
<br />j
<br />DESCRIPTION
<br />better than the existing pavement
<br />a
<br />a
<br />and base in quality. New pavement
<br />APPROVED BY
<br />w
<br />Q
<br />poverhent, minimum of 0.25 feet.
<br />to
<br />SCALE: AS SHOWN
<br />New base shall be 1" thicker than
<br />a
<br />�
<br />OR.
<br />DRAWN: SE, MLE, EW
<br />c�
<br />Existing
<br />EP53N\Ew
<br />Pavement
<br />SITE
<br />6" Min. -�
<br />rn
<br />MOSHER
<br />DR.
<br />rnUj
<br />,
<br />" .
<br />3 -0
<br />Ci
<br />, "
<br />3 0
<br />a
<br />z
<br />ASHLEY LN.
<br />~
<br />9076 outside pavement.
<br />/ Variable
<br />w
<br />0
<br />Compact in 24" max.
<br />3 lr
<br />}
<br />O.D./2
<br />apmnimum
<br />a
<br />3
<br />to tleotQ�tive
<br />compaction of 80x.
<br />0
<br />2
<br />10" Min.
<br />O.D. O.D.
<br />+
<br />VICINITY MAP
<br />RIGID
<br />CONDUIT FLEXIBLE CONDUIT
<br />NOT TO SCALE
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctability, ninety percent (90x)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ho. Rwl.d b 011 by
<br />I Feb. 1996
<br />Pa TYPICAL TRENCH BACKFILL
<br />011 of Filift Wyk&
<br />a". by JLD '
<br />"nd" W COUNTY OF SAN JOAQUIN Ode JUNE 1997
<br />+- NONE °w'""o" a RMX sass &9-'" 9a. R-29
<br />SCJ LAND SUS
<br />/e
<br />a
<br />* N0. 7600 #
<br />EX. 12-31-2004
<br />J�grF OF CA`\EO���Q-
<br />QROFESS/ON
<br />h�Q tiP ti� Fy
<br />Z
<br />" N0. 48,717 rr
<br />K EXPIRES: 9-30-2004
<br />qT CIVIL
<br />sT ,
<br />F OF CA\-\F�
<br />800-227-2600
<br />4,_48 HOURS PRIOR TO WORK OPERATION;
<br />UNAUTHORIZED CHANGES AND USES:NO•
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE
<br />RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
<br />CHANGES TO OR USES OF THESE PLANS. ALL CHANGES
<br />TO THE PLANS MUST BE IN WRITING AND MUST BE
<br />APPROVED BY THE PREPARER OF THESE PLANS.
<br />Backfill with materials equal to or
<br />DESCRIPTION
<br />better than the existing pavement
<br />WONG ENGINEERS, INC.
<br />PLANNING ENGINEERING SURVEYING
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011
<br />L.S. 7,600
<br />C,4/ DATE: 04-24-03 R.C.E. 48,717 1
<br />and base in quality. New pavement
<br />APPROVED BY
<br />DATE
<br />sholl be 1 " thicker than existing
<br />poverhent, minimum of 0.25 feet.
<br />SCALE: AS SHOWN
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />DRAWN: SE, MLE, EW
<br />Existing
<br />Pavement
<br />6" Min. -�
<br />6" �.- -� 6"
<br />r- 6" Min.
<br />(TYP•)
<br />(TYP•)
<br />,
<br />" .
<br />3 -0
<br />Compact in 12" max.
<br />layers to a min. relative
<br />, "
<br />3 0
<br />compaction of 95X•
<br />/
<br />under pavement and -------_--
<br />9076 outside pavement.
<br />/ Variable
<br />Variable ---------=
<br />Compact in 24" max.
<br />- layers to a min, relative
<br />compaction of 85X.
<br />00+12"
<br />O.D./2
<br />apmnimum
<br />to tleotQ�tive
<br />compaction of 80x.
<br />10" Min.
<br />O.D: 10" Min. 10" Min. O.D.
<br />10" Min.
<br />O.D. O.D.
<br />+
<br />20" Min. + 20" Min.
<br />RIGID
<br />CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctability, ninety percent (90x)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ho. Rwl.d b 011 by
<br />I Feb. 1996
<br />Pa TYPICAL TRENCH BACKFILL
<br />011 of Filift Wyk&
<br />a". by JLD '
<br />"nd" W COUNTY OF SAN JOAQUIN Ode JUNE 1997
<br />+- NONE °w'""o" a RMX sass &9-'" 9a. R-29
<br />SCJ LAND SUS
<br />/e
<br />a
<br />* N0. 7600 #
<br />EX. 12-31-2004
<br />J�grF OF CA`\EO���Q-
<br />QROFESS/ON
<br />h�Q tiP ti� Fy
<br />Z
<br />" N0. 48,717 rr
<br />K EXPIRES: 9-30-2004
<br />qT CIVIL
<br />sT ,
<br />F OF CA\-\F�
<br />800-227-2600
<br />4,_48 HOURS PRIOR TO WORK OPERATION;
<br />UNAUTHORIZED CHANGES AND USES:NO•
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE
<br />RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED
<br />CHANGES TO OR USES OF THESE PLANS. ALL CHANGES
<br />TO THE PLANS MUST BE IN WRITING AND MUST BE
<br />APPROVED BY THE PREPARER OF THESE PLANS.
<br />N
<br />6
<br />05 gg
<br />tr
<br />DESCRIPTION
<br />COUNTY APPROVAL
<br />WONG ENGINEERS, INC.
<br />PLANNING ENGINEERING SURVEYING
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />(209)476-0011
<br />L.S. 7,600
<br />C,4/ DATE: 04-24-03 R.C.E. 48,717 1
<br />JOB NO.: 3330
<br />APPROVED BY
<br />DATE
<br />DATE: APR. 2003
<br />SCALE: AS SHOWN
<br />DRAWN: SE, MLE, EW
<br />DESIGN: WE
<br />CHECKED: ZCW
<br />GENERAL NOTES:
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH COUNTY OF
<br />SAN JOAQUIN STANDARD SPECIFICATION AND PLANS, 1997 EDITION, AND ALL
<br />AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE DONE UNDER THE
<br />INSPECTION OF THE COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS OR
<br />BUILDING DEPARTMENT.
<br />2. ELEVATIONS SHOWN ARE 1929 NGVD DATUM (CITY OF STOCKTON BENCHMARK).
<br />BENCHMARK IS AS SHOWN ON SHEET 2.
<br />3. DRAWING NUMBERS SHOWN ON PLAN REFER TO COUNTY OF SAN JOAQUIN STANDARD
<br />DETAILS.
<br />4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL
<br />EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE
<br />DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE.
<br />5. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN
<br />JOAQUIN PUBLIC WORKS DEPARTMENT, AND SHALL NOTIFY COUNTY 24 HOURS IN
<br />ADVANCE OF PERFORMING ANY WORK REQUIRED WITHIN THE PUBLIC RIGHT-OF-WAY.
<br />6. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF
<br />THE COUNTY OF SAN JOAQUIN PUBLIC WORKS DEPARTMENT.
<br />7, CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING
<br />CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK
<br />AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK, ALL
<br />EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE
<br />DISPOSED OF BY THE CONTRACTOR.
<br />8. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM
<br />THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY.
<br />9. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL
<br />PERMITS REQUIRED TO COMPLETE THE PROJECT WORK.
<br />10. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER
<br />AND THE ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR
<br />TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
<br />LOCATE THE EXISTING MAIN AND SERVICE LINES.
<br />11. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED IN THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID
<br />AREAS, SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE OF PAVEMENT, AND
<br />NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT
<br />SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
<br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, COUNTY
<br />AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />13. WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION
<br />SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540),
<br />ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS, BOARD PURSUANT
<br />TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATES: "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE
<br />MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, WATER,
<br />FUEL, ELECTRIC LINES, ETC. WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES
<br />THE APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL
<br />BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND WHEN IT IS
<br />UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING
<br />INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE
<br />AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS
<br />PRIOR TO THE START OF ACTUAL EXCAVATION".
<br />14. PRIOR TO FINAL INSPECTION CONTRACTOR SHALL SUBMIT AS -BUILT INFORMATION
<br />FOR ANY CHANGES TO WONG ENGINEERS, INC.
<br />15. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE,
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY.
<br />THE CONTRACTOR SHALL OBTAIN A PERMIT OR PERMISSION FROM THE CALIFORNIA WATER
<br />SERVICE COMPANY FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSTRUCTION
<br />PURPOSES. THE PERMIT OR APPROVAL SHALL BE APPROVED BY THE FIRE DEPARTMENT.
<br />16. A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY
<br />COUNTY PRIOR TO START OF WORK. THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH
<br />WILL IMPACT PUBLIC TRAFFIC. CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL
<br />TIMES.
<br />17. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS" AND AS SHOWN ON THE PLANS.
<br />18. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF CALTRANS TRAFFIC CONTROL
<br />SYSTEM FOR LANE CLOSURE ON TWO-LANE CONVENTIONAL HIGHWAYS PER STANDARD T13.
<br />CONSTRUCTION STAKING:
<br />1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED
<br />THE PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT
<br />OF THE PLANS, IF NECESSARY. THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM
<br />OF WONG ENGINEERS, INC., CANNOT AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED OR DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS,
<br />INC., PERFORMED THE CONSTRUCTION STAKING WORK.
<br />2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITEWORK SHOWN
<br />ON THESE CIVIL PLANS ONLY.
<br />3. IF WONG ENGINEERS, INC. IS RETAINED TO DO THE CONSTRUCTION STAKING, WONG
<br />ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS
<br />PROJECT. IT IS EXPECTED THAT ONE SET OF STAKES WILL BE SUFFICIENT FOR
<br />EACH PHASE OF THE PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES. THE
<br />COST OF STAKING IS BORNE BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST
<br />STAKES FROM WONG ENGINEERS, INC. WHEN HE IS READY TO USE THEM AND SHALL
<br />BE RESPONSIBLE FOR THEIR PRESERVATION FOR HIS FUTURE USE. SAID REQUEST
<br />MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE TIME THE STAKES WILL BE
<br />REQUIRED. SHOULD THE WORK NEED TO BE RESTAKED, FOR THE CONTRACTOR'S USE,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE TO WONG ENGINEERS, INC. FOR THE COST
<br />OF RESTAKING. SHOULD THE CONTRACTOR DESTROY STAKES WHICH ARE NEEDED
<br />FOR IMPROVEMENTS OTHER THAN HIS OWN, HE SHALL ALSO BE RESPONSIBLE FOR THE
<br />COST OF RESTAKING TO RETURN THE JOB TO ITS ORIGINAL CONDITION.
<br />SHEET INDEX:
<br />SHEET 1 TITLE SHEET
<br />SHEET 2 PLAN AND PROFILE
<br />EASTVIEW DRIVE
<br />TITLE SHEET
<br />SAN JOAQUIN COUNTY, I SHEET
<br />CALIFORNIA
<br />1
<br />OF TWO
<br />FILE Z-511
<br />0
<br />0
<br />N
<br />
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