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R/Wt
<br />CONSTRUCTION
<br />R/Wt CENTERLINE R/Wt
<br />25.00' 25.00'
<br />TRENCH PATCH
<br />PER S.J. CO. STD I SLURRY SEAL
<br />R-29. 0.55' AC I
<br />3.5'
<br />rZ 24' f w
<br />2' MIN W `�
<br />0
<br />3
<br />W
<br />0 + o
<br />TYP TRENCH PER
<br />ST -201
<br />PROPOSED 18" O
<br />STORM DRAIN
<br />(SEE PLAN FOR
<br />LIMITS)
<br />BETWEEN WALKER LANE AND EAST END
<br />STA 1+17t TO 10+04t
<br />NO SCALE
<br />30.00'
<br />EARTHWORK -
<br />(INCL IN HDPE
<br />PIPE QTY)
<br />-----------
<br />0.25' SHOULDER
<br />BACKING
<br />3
<br />�
<br />I
<br />CONSTRUCTION
<br />CENTERLINE
<br />R/Wt
<br />30.00'
<br />F - SLURRY SEAL
<br />AIN W
<br />0
<br />TYP TRENCH PER O
<br />ST -201 ,_1
<br />PROPOSED 18"
<br />STORM DRAIN
<br />(SEE PLAN FOR
<br />LIMITS)
<br />MARSH STREET - TYPICAL SECTION
<br />BETWEEN WALKER LANE AND CARDINAL AVENUE
<br />STA 20+18t TO 25+57t
<br />NO SCALE
<br />CONSTRUCTION
<br />CENTERLINE
<br />R/Wt R/Wt
<br />30.00'
<br />15't
<br />EARTHWORK VAIES SLURRY SEAL
<br />(INCL IN HDPE VAR.
<br />PIPE QTY)
<br />18't
<br />o I w
<br />0.25' SHOULDER BACKING
<br />2' MIN U)
<br />TYP TRENCH PER 0
<br />ST -201 3
<br />h
<br />Q
<br />0 U)I
<br />PROPOSED 18"----
<br />STORM DRAIN
<br />(SEE PLAN FOR
<br />LIMITS)
<br />BETWEEN WALKER LANE AND CARDINAL AVENUE
<br />STA 25+57t TO 31+13t
<br />NO SCALE
<br />UCTION
<br />R/Wt CONS CENTERLINER/Wt
<br />30.00' I 30.00'
<br />SLURRY SEAL
<br />TRENCH PATCH
<br />PER S.J. CO. STD.
<br />R-29. 0.55' AC VARIES
<br />0 24't La
<br />�� ---- - - - -------T-
<br />2' MIN N
<br />W
<br />0
<br />3
<br />�O h
<br />0
<br />TYP TRENCH PER
<br />ST -201
<br />PROPOSED 24" O
<br />STORM DRAIN
<br />(SEE PLAN FOR
<br />LIMITS)
<br />MARSH STREET - TYPICAL SECTION
<br />BETWEEN CARDINAL AVENUE AND BIRD AVENUE
<br />STA 40+26f TO 49+11t
<br />NO SCALE
<br />R/Wt
<br />CONSTRUCTION
<br />R/Wt
<br />30.00' 10.00'
<br />BETWEEN BIRD AVENUE AND THE DIVERTING CANAL
<br />STA 49+11t TO 60+57t
<br />NO SCALE
<br />R/Wt
<br />30.00' -
<br />TRENCH PATCH
<br />PER S.J. CO. ST.
<br />R-29. 0.55' AC
<br />al
<br />CONSTRUCTION
<br />CENTERLINE
<br />2' MIN
<br />I`
<br />SLURRY SEAL
<br />N0. I
<br />BY DATE REVISIONS:
<br />1930 HOWARD ROAD, BUTE 125
<br />TRENCH PATCH
<br />PER S.J. CO. ST.
<br />h
<br />DRAWING NAME: IP-02.DWG
<br />QL
<br />QL
<br />DATE SUBMITTED: 11-29-07
<br />R-29. 0.55' AC
<br />+
<br />10.5'
<br />a
<br />2204
<br />JCJ PROJ. MGR:
<br />REP
<br />24't
<br />CAUTION:
<br />w
<br />these plans will not
<br />the plans must be
<br />be responsible for, or liable for, unauthorized changes to
<br />in writing and must be approved by the preparer of these
<br />or uses of these
<br />plans.
<br />2'
<br />MIN
<br />N
<br />W
<br />0
<br />3
<br />�o
<br />ti
<br />W
<br />0
<br />+
<br />TYP TRENCH PER
<br />ST -201
<br />PROPOSED 24"
<br />0
<br />STORM DRAIN
<br />(SEE PLAN FOR
<br />LIMITS)
<br />BETWEEN BIRD AVENUE AND THE DIVERTING CANAL
<br />STA 49+11t TO 60+57t
<br />NO SCALE
<br />R/Wt
<br />30.00' -
<br />TRENCH PATCH
<br />PER S.J. CO. ST.
<br />R-29. 0.55' AC
<br />al
<br />CONSTRUCTION
<br />CENTERLINE
<br />2' MIN
<br />I`
<br />TIME: 3:20:09 PM
<br />LAYOUT: Layoutl
<br />N:\MTBO14800\CADD\IP
<br />N0. I
<br />BY DATE REVISIONS:
<br />1930 HOWARD ROAD, BUTE 125
<br />MADERA, CA 93537
<br />h
<br />DRAWING NAME: IP-02.DWG
<br />QL
<br />QL
<br />DATE SUBMITTED: 11-29-07
<br />O
<br />+
<br />TYP TRENCH PER 1n
<br />ST -201
<br />PROPOSED STORM DRAIN
<br />(SIZE VARIES, SEE PLAN O
<br />FOR LIMITS)
<br />DATE: 11/29/07
<br />SERVER:
<br />PATH:
<br />TIME: 3:20:09 PM
<br />LAYOUT: Layoutl
<br />N:\MTBO14800\CADD\IP
<br />N0. I
<br />BY DATE REVISIONS:
<br />1930 HOWARD ROAD, BUTE 125
<br />MADERA, CA 93537
<br />559.551.5220 TEL 55 AK4"o FAX
<br />DRAWING NAME: IP-02.DWG
<br />PREPARED FOR: SAN JOAQUIN COUNTY
<br />DATE SUBMITTED: 11-29-07
<br />PAGE SETUP:
<br />DESIGNER:
<br />2204
<br />JCJ PROJ. MGR:
<br />REP
<br />Note: All utilities & obstructions shown are approximate. It is the contractors responsibility
<br />to verify the location & depth with the appropriate agencies. The contractor shall notify the
<br />engineer imediotely regarding any discrepancies or ambiguities which may exist.
<br />CAUTION:
<br />The engineer preparing
<br />plans. All changes to
<br />these plans will not
<br />the plans must be
<br />be responsible for, or liable for, unauthorized changes to
<br />in writing and must be approved by the preparer of these
<br />or uses of these
<br />plans.
<br />30.00'
<br />SLURRY SEAL
<br />--_-1
<br />Q) \� _
<br />N
<br />0
<br />BETWEEN CARDINAL AVENUE AND BIRD AVENUE
<br />STA 70+23t TO 81+21t
<br />NO SCALE
<br />OQROFESSTOA,
<br />�Pk-D E, p�
<br />W �o xsF �m
<br />NO. 5355
<br />* Ex _ inn
<br />UIVI �Q
<br />OF CAO O�j
<br />1_800-227-2600
<br />1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN OR CITY OF STOCKTON STANDARD PLANS AND SPECIFICATIONS,
<br />AND ALL AMENDMENTS THERETO TO DATE. ALL WORK SHALL BE UNDER THE INSPECTION OF THE COUNTY, SANITARY SEWER WORK BY THE CITY OF STOCKTON DEPARTMENT
<br />OF PUBLIC WORKS.
<br />2. IT IS INTENDED THAT THESE PLANS AND THE COUNTY STANDARD SPECIFICATIONS REQUIRE ALL LABOR AND MATERIALS NECESSARY AND PROPER FOR THE WORK
<br />CONTEMPLATED BE PROVIDED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.
<br />3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS. THE
<br />ENGINEER'S INTERPRETATION OR CORRECTION THEREOF SHALL BE CONCLUSIVE.
<br />4. DRAWING NUMBERS SHOWN ON THE PLANS REFER TO COUNTY OF SAN JOAQUIN STANDARD PLANS, SHOWN THUS: S.J. CO. ST.
<br />5. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST
<br />GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />6. CONSTRUCTION STAKING FOR ALL WORK SHALL BE DONE BY THE CONTRACTOR.
<br />7. THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE BENCH MARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL
<br />EXPENSES FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR DISTURBANCE.
<br />8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY.
<br />9. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE PRIOR TO INSTALLATION OF ANY CURB, GUTTER, SIDEWALK, AND STREET PAVING.
<br />10. ALL STATIONS REFER TO DISTANCES ALONG CONSTRUCTION CENTERLINE, PERPENDICULAR TO OR RADIAL FROM THE CENTERLINE STATIONS, UNLESS OTHERWISE NOTED.
<br />11. ALL UTILITIES AND OBSTRUCTIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE
<br />AGENCIES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST.
<br />12. THE CONTRACTOR SHALL EXPOSE AND CHECK INVERTS ON EXISTING UTILITIES AND CLEARANCE OF KNOWN CROSSINGS OF UTILITIES BEFORE CONSTRUCTING NEW PIPELINES,
<br />IN ACCORDANCE WITH SPECIAL PROVISIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES WHICH MAY EXIST.
<br />13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DIFFERENCES IN LOCATION OF EXISTING UTILITIES FROM THAT SHOWN, OR ANY OTHER
<br />CONFLICTS WITH THE DESIGN BEFORE CONTINUING WITH WORK IN THAT AREA.
<br />14. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS
<br />CONTRACT.
<br />15. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND SERVICE TO THE
<br />PROJECT.
<br />16. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE
<br />LINES.
<br />17. THE CONTRACTOR SHALL NOTIFY THE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING
<br />THE TOLL- FREE NUMBER 1-800-227-2600.
<br />18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS FROM DAMAGE. THE COST OF REPLACING EXISTING IMPROVEMENTS SHALL BE DONE
<br />AT CONTRACTOR'S EXPENSE.
<br />19. A CITY OF STOCKTON REPRESENTATIVE SHALL BE PRESENT DURING ALL CONSTRUCTION WORK RELATED TO SANITARY SEWERS.
<br />20. THE CONTRACTOR'S ATTENTION IS DIRECTED TO: SECTION 1540 (o) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br />1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONS SAFETY AND HEALTH ACT OF 1973 AS AMENDED
<br />WHICH STATES:
<br />"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC.,
<br />WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF
<br />SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION
<br />SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN 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 />pi1[01 lf,t1- . .
<br />1. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, WHERE CONNECTION IS TO BE MADE, TO VERIFY EXISTING FLOW LINES AND LOCATIONS. CONTRACTOR SHALL
<br />IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE PLANS.
<br />2. CONTRACTOR TO BE RESPONSIBLE FOR ALL TESTING OF STORM DRAIN FACILITIES. ALL TESTING SHALL BE AT CONTRACTOR'S EXPENSE AND SHALL BE INCLUDED IN THE
<br />PRICE BID FOR STORM DRAIN INSTALLATION.
<br />R/Wt
<br />3. STORM DRAIN STUBS SHALL BE PLUGGED WITH A REMOVABLE PLUG RECOMMENDED BY PIPE MANUFACTURER.
<br />4. STORM DRAIN INLETS SHALL BE 18" OR 24" DIA. PER S.J. CO. ST. CW -D14, UNLESS OTHERWISE NOTED.
<br />5. STORM DRAIN MANHOLES PER S.J. CO. STD. CW -S7 AND D-18.
<br />6. WHEN TRENCH AND EXCAVATION IS IN EXISTING PAVED STREETS AND/OR DRIVEWAYS, REPLACE PAVEMENT 6" ON EACH SIDE OF TRENCH. REFER TO S.J. CO. STD.
<br />DRAWING NO. R-29. MAXIMUM PAYMENT WIDTH FOR AC WILL BE O.D. +20" +12" (6" ON EACH SIDE OF TRENCH).
<br />7. IF THE WATER MAIN PARALLELING THE STORM DRAIN MAIN DOES NOT MEET THE CASE 2 ZONE B REQUIREMENTS, THE STORM DRAIN MAIN SHOULD BE CONSTRUCTED OF
<br />HIGH -DENSITY -POLYETHYLENE (HDPE) PIPE WITH FUSION WELDED JOINTS (PER AWWA C906-99).
<br />1. THE CONTRACTOR SHALL SEAL EXISTING PAVEMENT THE LIMITS OF THE PROJECT WITH LATEX MODIFIED SLURRY SEAL (TYPE II), REFER TO TYPICAL SECTIONS FOR ROAD
<br />WIDTHS AND STATIONING.
<br />SAN JOAQUIN COUNTY
<br />GARDEN ACRES - WALKER LANE AREA STORM
<br />B E Y 0 N D E N G
<br />I N E E R I N G
<br />DRAINAGE IMPROVEMENTS -
<br />PHASE 2A & 2B
<br />1930 HOWARD ROAD, BUTE 125
<br />MADERA, CA 93537
<br />559.551.5220 TEL 55 AK4"o FAX
<br />WWWAMTE.COM
<br />PREPARED FOR: SAN JOAQUIN COUNTY
<br />DATE SUBMITTED: 11-29-07
<br />2
<br />15 SHE[
<br />SCALE
<br />VERTICAL: 1 "= N/A
<br />HORIZONTAL: 1'= N/A
<br />MTBO14800
<br />
|