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<br />Qs 9+00
<br />MORADA MIDDLE SCHOOL
<br />SLURRY SEAL NORTH HALF OF STREET -
<br />(19.9'± WIDTH C.L. TO LIP) WITHIN LIMITS
<br />OF WATER MAIN CONSTRUCTION
<br />EXIST. I �I
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<br />EASTVIEW -1 DRIVECQ
<br />S CONSTRUCTION II
<br />CL:, M17� BENCH MARK DATUM 20E U�
<br />o BASIS OF STATIONING: � ATto
<br />PBEGINNING OF IRON POF UR EIN IN RINYEAST IEWNDRIIVE, I I
<br />I IRON PIN IN SURVEY 'MONUMENT BOX AT EAST BOUNDARY v' STATION: 18+18.65; ELEVATION = 37.68. I I I Cn
<br />OF "WILKINSON MANOR, UNIT NO. 3" = STATION 10+00.00.
<br />KEY MAP
<br />QUASHNICK ROAD I__.L I _J- --J1 L l _�
<br />I
<br />l
<br />MORAL
<br />I
<br />.- MIDDLE
<br />SCHOOL, P
<br />r I ROJECT SITE;
<br />_
<br />iE
<br />f { IT \ \ --
<br />I I .� ..L .}. -
<br />_..i,II. _
<br />- EASTIEW DR ti -
<br />1 r ri
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<br />1
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<br />ASHLEY LANE
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<br />! l
<br />.J X
<br />ARADLANE
<br />I
<br />VICINITY MAP
<br />N.T.S.
<br />LEGENDABBREVIATIONS
<br />T^
<br />lJ 1
<br />U
<br />I 3
<br />w
<br />0
<br />0
<br />w
<br />o
<br />dicb ®
<br />CURB INLET CATCH BASIN
<br />dicb m
<br />HI
<br />i
<br />EXISTING STORM DRAIN MAINTENANCE HOLE with RIM ELEVATION
<br />v-__�
<br />Qs 9+00
<br />MORADA MIDDLE SCHOOL
<br />SLURRY SEAL NORTH HALF OF STREET -
<br />(19.9'± WIDTH C.L. TO LIP) WITHIN LIMITS
<br />OF WATER MAIN CONSTRUCTION
<br />EXIST. I �I
<br />0 PUE �, - ^- BUS LANE
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<br />on-site system_
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<br />nI-31.1.31 NW)v'
<br />V.-31 0±(SE)
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<br />rn � Existing Parking
<br />\t�--
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<br />/ _
<br />111R W
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<br />- _ ..._.. _ > r- x2 Ga 1�
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<br />-
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<br />- - 4- -} - -� - ---r }- - } - _ -Ex.
<br />Tre ch
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<br />EX: DW«c wmb
<br />Qw _ _ _ r
<br />2" stab lOPUE
<br />EASTVIEW -1 DRIVECQ
<br />S CONSTRUCTION II
<br />CL:, M17� BENCH MARK DATUM 20E U�
<br />o BASIS OF STATIONING: � ATto
<br />PBEGINNING OF IRON POF UR EIN IN RINYEAST IEWNDRIIVE, I I
<br />I IRON PIN IN SURVEY 'MONUMENT BOX AT EAST BOUNDARY v' STATION: 18+18.65; ELEVATION = 37.68. I I I Cn
<br />OF "WILKINSON MANOR, UNIT NO. 3" = STATION 10+00.00.
<br />KEY MAP
<br />QUASHNICK ROAD I__.L I _J- --J1 L l _�
<br />I
<br />l
<br />MORAL
<br />I
<br />.- MIDDLE
<br />SCHOOL, P
<br />r I ROJECT SITE;
<br />_
<br />iE
<br />f { IT \ \ --
<br />I I .� ..L .}. -
<br />_..i,II. _
<br />- EASTIEW DR ti -
<br />1 r ri
<br />T 1 II
<br />1
<br />I
<br />I k. MOSHER
<br />ASHLEY LANE
<br />_
<br />�1 -
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<br />.
<br />C
<br />_1
<br />! l
<br />.J X
<br />ARADLANE
<br />I
<br />VICINITY MAP
<br />N.T.S.
<br />S:\Projects\2009\09016\dwg\09016_EASTIEW-KEY-REV 7-15-09.dwg 7/16/2009 10:28:02 AM PDT
<br />G 510
<br />GENERAL NOTES
<br />1.
<br />LEGENDABBREVIATIONS
<br />FEAR
<br />EXISTING WATER LINE SIZE
<br />[8T7W
<br />PROPOSED WATER LINE SIZE
<br />Ex.12" SD
<br />EXISTING FLOW DIRECTION & SIZE OF STORM
<br />dicb ®
<br />CURB INLET CATCH BASIN
<br />dicb m
<br />DROP INLET CATCH BASIN
<br />37.03 O
<br />EXISTING STORM DRAIN MAINTENANCE HOLE with RIM ELEVATION
<br />sdinh
<br />Works Dept. prior t o implementation.
<br />p p p
<br />Z
<br />INSTALL WATER VALVE
<br />g
<br />EXISTING WATER VALVE
<br />Ab FH
<br />INSTALL FIRE HYDRANT
<br />V fh
<br />EXISTING FIRE HYDRANT
<br />cl
<br />EXISTING BLOWOFF
<br />0 wmb
<br />EXISTING WATER SERVICE METER BOX
<br />4.
<br />INSTALL BACKFLOW PREVENTION DEVICE
<br />®
<br />INSTALL WATER METER IN BOX
<br />DE
<br />EXISTING ELECTRICAL VAULT
<br />C�l-
<br />EXISTING STREET LIGHT
<br />PP ,O'
<br />POWER POLE
<br />Jlt
<br />HANDICAP RAMP
<br />jurisdiction. The contractor shall be responsible for reporting all conflicts, errors,
<br />I};E
<br />TREE with TRUNK DIAMETER
<br />omissions, etc. to the Engineer immediately upon discovery. If so directed by
<br />37.43
<br />EXISTING PAVEMENT ELEVATION
<br />the Director of Public Works or Building Dept., the contractor shall stop work
<br />fl.05
<br />EXISTING GUTTER FLOWLINE ELEVATION
<br />37.17
<br />EXISTING LIP OF GUTTER ELEVATION
<br />lip
<br />The Contractor shall install all traffic striping, markings, and legends per State of
<br />37.45
<br />EXISTING TOP OF CURB ELEVATION
<br />to
<br />California Department of Transportation (Cal Trans) standards. Restorationn of
<br />37.55
<br />EXISTING BACK OF WALK ELEVATION
<br />bow
<br />any damaged existing painted legends or signs is the responsibility of the
<br />INV 33.08
<br />PIPE INVERT ELEVATION
<br />A.C.P.
<br />ASBESTOE CEMENT PIPE
<br />EXIST or EX
<br />EXISTING
<br />R/W
<br />RIGHT OF WAY
<br />P.L. or P/L
<br />PROPERTY LINE
<br />C.L. or C/L
<br />CENTERLINE
<br />GB
<br />GRADE BREAK
<br />LP
<br />LOW POINT
<br />HP
<br />HIGH POINT
<br />TC
<br />TOP OF CURB
<br />BC
<br />BEGIN CURVE
<br />EC
<br />END CURVE
<br />dwy.
<br />DRIVEWAY
<br />clf
<br />CHAIN LINK FENCE
<br />10' PUE
<br />PUBLIC UTILITY EASEMENT WITH WIDTH
<br />LUSD
<br />LODI UNIFIED SCHOOL DISTRICT
<br />S:\Projects\2009\09016\dwg\09016_EASTIEW-KEY-REV 7-15-09.dwg 7/16/2009 10:28:02 AM PDT
<br />G 510
<br />GENERAL NOTES
<br />1.
<br />All construction materials and workmanship shall conform to the latest edition of
<br />16.
<br />Bedding for all pipe lines shall conform to County Standards.
<br />the SJ County Public Improvement Design Standards, Construction Specifications
<br />17.
<br />Any CHANGES to the approved Improvement Plans and Specifications must be
<br />and Standard Plans unless specifically shown otherwise on these plans.
<br />prepared and certified by the "Civil Engineer" and shall be approved by the Public
<br />2.
<br />plans.
<br />See Latest SJ County Standards for details called out on these p
<br />Works Dept. prior t o implementation.
<br />p p p
<br />3.
<br />The contractor shall make a site inspection prior to providing any proposals to
<br />P P p 9 Y P p
<br />18.
<br />responsibility of the contractor. All
<br />Material sampling and testing shall be the respo s y
<br />I items not shown as bid item on the ro osal sheets, but
<br />determine any and all to s s p p
<br />results shall be sent to the County Inspector.
<br />which may be necessary to perform a complete and acceptable job.
<br />19,
<br />Eastview Drive and Freesia Avenue shall remain open to traffic at all times.
<br />4.
<br />' z Inc. (Engineer) will not be responsible for or liable for an
<br />umbach and Plazah
<br />Ba ( g )Y
<br />20.
<br />ve d
<br />II be approved
<br />The contractor shall submit a Traffic Control Plan (TCP) which shall pp
<br />unauthorized changes to or uses of these plans. All changes to these plans shall
<br />by the County Public Works Dept. at a minimum of seventy-two (72) hours prior
<br />be in writing and must be approved by Engineer and all local agencies having
<br />to starting any work in the right-of-way. This plan shall be in accordance with
<br />jurisdiction. The contractor shall be responsible for reporting all conflicts, errors,
<br />the latest Caltrans Traffic Manual. No open trenches except at the time of work,
<br />omissions, etc. to the Engineer immediately upon discovery. If so directed by
<br />Use steel plates, backfill with A.C. cap. Conformance with the TCP shall be
<br />the Director of Public Works or Building Dept., the contractor shall stop work
<br />maintained at all times.
<br />until mitigations can be made. Any costs incurred resulting from the contractor's
<br />21.
<br />The Contractor shall install all traffic striping, markings, and legends per State of
<br />failure to stop as directed, shall be the responsibility of the contractor.
<br />California Department of Transportation (Cal Trans) standards. Restorationn of
<br />5.
<br />It is agreed that field conditions may require changes to these plans. It is further
<br />any damaged existing painted legends or signs is the responsibility of the
<br />agreed that the Director of Public Works may require changes, alterations or
<br />contractor and shall be included in his bid price.
<br />these plans, when the Director deems them to b e necessary or
<br />additions to rY
<br />P �
<br />22.
<br />Drainage facilities shall be maintained during periods of inclement weath er, and
<br />desirable for the proper completion of the work, provided that such changes,
<br />restored to their original conditions upon completion of the work.
<br />alterations and additions shall not exceed 10% of the original estimate of the
<br />23.
<br />GUARANTEE Clause (Sec. 3-4 of SJ County Specifications): The completed project,
<br />cost for the improvements without prior approval of the county.
<br />including all work, materials, devices and equipment, shall be guaranteed by the
<br />6.
<br />Contractor agrees that he shall assume sole and complete responsibility for job
<br />Developer (through the Contractor) against faulty workmanship and materials
<br />site conditions during the course of construction of the project, including safety
<br />for a period of one year after final acceptance by the Director of Public Works.
<br />for all persons and property; that this requirement shall apply continuously and
<br />The Developer (through the Contractor) shall be responsible for all repairs
<br />not be limited to normal working hours; and that the Contractor shall defend,
<br />and/or replacements including all labor, materials, equipment, devices,
<br />indemnify and hold the Owner, San Joaquin County and Civil Engineer harmless
<br />plant and other items of work necessary. To secure this guarantee, a Bond or other
<br />from any and all liability, real or alleged, in connection with the performance of
<br />security shall be provided by the Contractor in the amount of 20010 of the value of work
<br />work on this project, excepting for liability arising from the sole negligence of the
<br />estimated by the Engineer. Said Bond shall continue in full force and effect for a period
<br />Owner or Civil Engineer.
<br />of one year from the date of the formal acceptance of the work by the Director of
<br />7.
<br />The contractor shall obtain all necessary encroachment permits for the project
<br />Public Works or Board of Supervisors.
<br />and be in receipt of such permits and approved plans prior to beginning of
<br />24.
<br />INSPECTION DURING CONSTRUCTION Clause (Sec. 3-5 of SJ County Specifications):
<br />construction.
<br />Any improvements constructed to these Specifications and which it is intended that the
<br />8.
<br />A pre -construction meeting shall be scheduled by the Contractor prior to
<br />County will assume maintenance responsibility, must be inspected during construction
<br />construction. The Contractor shall notify the Engineer, County Inspector and all
<br />by an authorized agent of the Developer and Director. Each phase of construction
<br />utility agencies at least one week prior to the date of the meeting. The
<br />must be inspected and approved prior to proceeding to the subsequent phases.
<br />Contractor's job superintendent and all major sub -contractors shall attend.
<br />Any improvements constructed without inspection as provided above or constructed
<br />9.
<br />Excavation safety requirements include obtaining a CAL OSHA permit or letter of
<br />contrary to the orders or instructions of the authorized agent of the Developer and
<br />notification to the County before commencing excavations over five feet deep.
<br />Director will be deemed as not complying with San Joaquin County Standards and
<br />Refer to SJ County Construction Specification for additional requirements.
<br />Specifications, and will not be accepted by San Joaquin County for maintenance
<br />10.
<br />Contractor is to verify the depth and/or location in the field of all existing utilities
<br />purposes.
<br />11.
<br />before the start of construction.
<br />All valve boxes are to be set flush with the finsh grade, unless otherwise
<br />The County Department of Public Works will perform field inspection for this project.
<br />indicated.
<br />The Civil Engineer, Director and Developer, or their agents, shall at all times, have
<br />12.
<br />Engineer shall be provided with compaction tests of all trenches under asphalt
<br />access to the work during its construction, and shall be furnished with every reasonable
<br />and roadway compaction, prior to paving. Contractor is responsible for the cost
<br />facility for ascertaining that the materials and the workmenship are in accordance with
<br />the requirements and intentions of these specifications, special provisions, and plans.
<br />13.
<br />of all testing.
<br />All work will be required to be inspected by the Public Works Dept. They shall be
<br />All work done and all material furnished shall be subject to review. The review of the
<br />work or materials shall not relieve the Contractor and Developer of any of their
<br />notified not less than 24 hours in advance of commencement of work. Unless
<br />obligations to fulfill their Contract as prescribed.
<br />otherwise noted on PERMIT.
<br />14.
<br />Utility Pipe horizontal and vertical clearances shall comply with State Health
<br />Standards.
<br />15.
<br />All testing for leakage or overdeflection shall be witnessed by the Public Works
<br />Inspector.
<br />WATER SYSTEM NOTES:
<br />1. Water used in any phase of construction, such as backfill compaction, dust
<br />control,I testing
<br />or other work herein required, shall be
<br />included in the unit price
<br />or lump sum bid for the respective item of construction or items of work.
<br />2. The Contractor shall obtain a permit or permission from the County for use of
<br />water from fire hydrants for construction perposes. See also Dust Control Notes,
<br />note 5.
<br />3. Installed Water Service shall be at least three feet from other services, tees,
<br />valves and blow -offs.
<br />4. All water lines shall have a minimum cover of 30".
<br />5. Water mains shall bE� CL. 150 PVC (AWWA C-900) or alternate pipe conforming
<br />to the County specifications. Class 200 PVC (or Ductile Iron Pipe) shall be used
<br />where noted on these plans.
<br />6. Separation of water and storm drain or sewer mains (including crossings) and
<br />storm or sewer laterals crossing over water mains, shall meet or exceed the
<br />Department of
<br />Health Services.
<br />latest standards of the State of California
<br />P
<br />n standards.
<br />LINES shall be
<br />pressure tested
<br />per the latest County 7. ALL WATER p p Y
<br />Pipelines failing pressure test shall be repaired and retested. Contractor to
<br />provide all necessary equipment for testing and provide at least 48 hours notice
<br />to County.
<br />8. All water lines shall be disinfected, flushed and tested for bacteria in
<br />conformance with the San Joaquin County Health Code Requirements prior to
<br />connecting to existing water line.
<br />11. THE CONTRACTOR SHALL notify the County for approval prior to connecting the
<br />water line to existing water main. Backflow prevention devices utilized in the
<br />separation of new and old mains shall be certified per County standards.
<br />12. FIRE HYDRANT BID shall include the following: Tee, 6"lateral, 6"valve and
<br />complete fire hydrant assembly.
<br />13. Install a reflective, blue marker at 12" from the center line of the street, towards
<br />hydrant, to denote the fire hydrant location.
<br />14. Install Locator Wire in Water Main trench per San Joaquin County Standard W-8.
<br />15. Any Hot Taps shall be performed under inspection of San Joaquin County
<br />(Wilkinson Manor Maintenance District). Contact the Maintenance District at
<br />(209) 468-3090, 48 hours minimum, prior to construction or any other possible
<br />interruption to customers water service.
<br />16. Installed Water Meter shall be Sensus brand, measurable in gallons. An
<br />attachment connector spud shall be provided.
<br />PAVING NOTES
<br />1. Any Asphalt Concrete surface to be removed shall be sawcut to a neat, straight
<br />line parallel with the street centerline and the exposed edge shall be tacked with
<br />emulsion prior to paving. Any existing concrete surface to be removed shall be
<br />sawcut to a neat, straight line.
<br />2. The CONTRACTOR small pay for compaction tests for subgrade. If compaction
<br />test fails, contractor shall pay for additional testing.
<br />3. Whenever pavement: is broken or cut in the installation of the work covered by
<br />these plans and or specifications, the pavement shall be replaced after proper
<br />backfilling with pavement materials equal to or better than the materials used in
<br />the original paving.
<br />4. The north half of Eastview Drive, within the limits of the water main contruction,
<br />shall be slurry sealed as part of this project.
<br />SCALE: C=40'
<br />UTILITY NOTES
<br />1• Existing underground utilities were plotted from available records. Completeness
<br />leteness
<br />and accuracy of existing utility locations shown in these plans are not
<br />guaranteed.
<br />2. Existing underground utilities shall be protected. The contractor shall be
<br />responsible for contacting all utility agencies to mark their utilities in the field at
<br />least 48 hours before excavation. The contractor shall notify and coordinate all
<br />work with any agency requiring removal or relocation of their utilities. Call
<br />"USA" (800) 227-2600.
<br />3. Non -potable water shall be used for trench compaction and dust control.
<br />Contact San Joaquin County Utility Maintenance Dept., Ron Rall, (209) 468-3091
<br />with questions.
<br />DUST CONTROL NOTES
<br />1. DustControl is the Contractors sole responsibility during
<br />construction.
<br />Contractor shall take all necessary precautions to keep dust to a minimum. Cost
<br />of Dust Control to be included in the bid.
<br />2. All motors shall be kept properly tuned and maintained.
<br />3. The area disturbed by excavation activities should be minimized at all times.
<br />4. All material transported on or off-site shall either be sufficiently watered or
<br />securely covered to prevent excessive amount of dust.
<br />5. Non -potable water shall be used for compaction and dust control. Contact San
<br />Joaquin County Utility Maintenance Dept., Ron Rall, (209) 468-3091 with
<br />questions.
<br />6. All operations shall comply with the requirements of the San Joaquin Valley
<br />Unified Air Pollution Control District
<br />EROSION CONTROL NOTES
<br />1. Streets adjacent to the project site should be swept as needed to remove silt
<br />which may have accumulated from construction activities; daily if needed.
<br />2. The contractor shall be responsible for determining, installing & maintaining any
<br />Best Management Practices (BMPs) required for this project. BMPs may include
<br />catch basin filters and regular street sweeping.
<br />3. All catch basins adjacent to construction area shall be sealed by filters until the
<br />completion of the project. If the work extends into the rainy season, other
<br />measures may be taken as required by the County at no additional cost to the
<br />owner. All storm drainage traps shall be cleaned prior to acceptance of work. No
<br />eroded soil shall be allowed in the Public Right of Way.
<br />SERVICES:
<br />WATER - WILKINSON MANOR MAINTENANCE DISTRICT
<br />STORM DRAINAGE (EASTVIEW DRIVE) - SAN JOAQUIN COUNTY
<br />SHEET INDEX
<br />1 TITLE SHEET
<br />2 IMPROVEMENT PLAN
<br />3 DETAIL SHEET
<br />o QRCFESS/ONC
<br />�A E. Poe
<br />42764
<br />F%P.3/31 /1
<br />�IV1� �P
<br />qTF OF
<br />
|