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WOODBRIDGE
<br />7A
<br />GENERAL NOTES
<br />SHEETINDEX 1. All work shall conform to these plans and any special provisions for this project. 15. Water services shall be marked by the curb and gutter by Contractor with a "W" stamped on
<br />2. Refer to the firral map of this subdivision for all cerrterline and property line data. the top of curb. Location of water markings shall be verified in the field by the
<br />3. The street light system shall be installed by Pacific Gas & Electric Company. Engineer.
<br />OK E Y SHEET 4. Contractor shall receive an approved set of pians prior to beginning construction. 16. All work will be required to be inspected by the Department of Public Works. They
<br />07 86 5. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes shall be notified not less than 24 hours in advance of commencement of work.
<br />8 8 necessary for completion of work. The Contractor shall be respousibie for the pre- 17. Fire Hydrant bid shall include the following: Tee, 6" Lateral, 6 Valve and complete
<br />90 89 y E O O3 ® PLAN Se PROFILE servation of all survey and construction stakes. Survey and construction stakes fire hydrant assembly.
<br />9 Q that are lost or destroyed due to Contractor's negligence will be set by the Engineer 18. Lot grading shall be completed before starting any underground construction. Refer
<br />M A D O W DETAILS at the Contractor's expense. to attached grading plan.
<br />z w $5 , 6. The Contractor shall take precautionary measures to protect existing underground 19. Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />w/� utilities.. he Contractor shall do no e;:cavation until all utility agencies have over water mains shall meet or exceed the latest standards of the State of California
<br />>se I v G R A 0 1 N G PLAN been given the opportunity to mark their facilities in the field. Department of Health Services.
<br />7. House services, fire hydrant laterals, and street light conduit shall be installed 20. Contractor shall be responsible for notifying and co-ordinating all work with any
<br />prior to curb and gutter construction. All underground utilites within the street agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E.
<br />Z. •�, ' W 04 area, including gas and telephone lines, shall be installed gH prior to paving. etc. 98 99 > 8. All manholes to be set flush with the finish grade unless otherHise indicated. 21. Prior to performing any work Nn Woodbridge Road, the Contractor shall obtain an en -
<br />9. All water lines shall have a minimum cover of 3'-0" croachment permit from the $an Joaquin County Department of Public Works..
<br />9Z W M 10. All existing irrigation lines within the right-of-way shall be removed. 22. All water lines shall be pressure tested, disinfected, flushed and tested for
<br />> ` I 8 3 11. Water used in any phase of construction, such as backfill compaction, dust control, bacteria in conformance with the San Joaquin County Health Code Requirements prior to
<br />- t M testing or other work herein required, shall be included in the unit price or lump connecting to existing water line.
<br />p
<br />O 00 J sum bid for the respective item of construction. 23. Contractor shall notify Mokelumne Acres Maintenance District for approval prior to
<br />I + Z 97 O 12. Contractor agrees that he shall assume sole and complete responsibility for job site connecting water line to existing water line.
<br />` conditions during the course of construction of this project, including safety for 24. All off-site storm drains shall be cleaned prior to final acceptance.
<br />82 all persons and property; that this requirement shall apply continuously and not be 25. Installation of all sanitary sewer improvements shall conform to the standards of the
<br />♦! 1- limited to normal working hours and that Contractor shall defend, indemnify, and hold Woodbridge Sanitary District. All such work is subject to inspection by the District
<br />x 96 Pop ` the Owner, County and the Engineer harmless from any and all liablility, real or Engineer. The Contractor shall notify District Engineer 48 hours prior to the
<br />F- alleged, in connection with the performance of wort: on this project, excepting for commencement of any work on the sanitary system.
<br />= 8liability arising from the sole negligence of the Owner or the Engineer. 26. Contractor shall visit site prior to bidding. Specifications are a separate document.
<br />3 W M 13. The Contractor may use machinery capable of extruding concrete on compacted subgrade 27. Sanitary sewer services shall be marked by the curb and gutter by Contractor with
<br />•:•e a s " to lace curb and utter monolithically.an "S" stamped on the top of curb.
<br />94 95 1 OZ o E5 MT, A 14. Contractor shall give Engineer a minimum of 40 hours notification prior to staking 28. New traffic striping and the restoration of any damaged existing painted legends or
<br />I "R" /uc Ttst : "R" 64 any utilities. signs are the responsiblity of the Contractor and shall be included in his bid price.
<br />N SH S O See .5oi/s epo�t by / N- 29. Where water crosses SD or SS use an 18-20 ft. length of Cl. 200 pipe, centered over
<br />$04T, N Q Z K/ctn fe/ r f7s5oc. the SS or SD if: a) The water is under the SS or SO. b) The vertical clearance
<br />_ �
<br />~ / is less than 1 ft.
<br />const. 457 /F 30. It is agreed that field conditions may require changes to these plans. It is further
<br />/a•55 in�•gs ,o -ss Fence
<br />o/oagreed that the Director of Public Works may require changes, alterations or add-
<br />VAL EY OAK PLAp /7ort/iG/ /y 2/� itions to these plans, when the Director deems them to be necessary or desirable
<br />'w o�/brrdgc .ea:
<br />CE 79 of�for ther completion
<br />p ohwork, provided that such changes, alterations or
<br />See Detail 5fit, s additions shallnotexceed 10%ofthe original estimate of the cost for the improve -
<br />'73 74n 75 76 77 ments without prior approval of the surety.
<br />9 T_ NO 4 78 M0*�c�
<br />�2'S5
<br />�---� ROAD
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<br />I
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<br />N H �
<br />a
<br />Street Si -
<br />STREET SYSTEM
<br />Side Infeet Catch Basin
<br />LP
<br />Low Point
<br />KEY MAP
<br />5ca/e loo'
<br />eQ6w1A7Gi7 war,ti /0ratu� ,der• USGS
<br />19/Y/ /9-0 /907-¢rj_ ,GOGOf/O/)
<br />N`V Gor. Of ///Aa10//ip g/d4, 1;7
<br />the tosvr� of !1/oadbriclgo
<br />STRUCTURAL SECTIONS
<br />NOTA: Sca/e 7'l = 5'
<br />Prime Coat Req�a, prior fo f pV,;,9
<br />See 5pGGifiGpfio/� ,
<br />R/W
<br />50
<br />/3eve/eA cG y -� D. /7 ' A. C_ Ty%C 'VB „
<br />0.67�J2% t2G� 0.33 A.`3. y/0 'e,
<br />PC. @ 95%
<br />CorG, .Sub9rQ�g O. G7 ` � g5 �/, R. C. Orr9, 9rour�gr
<br />Como,
<br />VALLEY OAK PLACE -RIVER MEADOWS DRIVE
<br />DEER TRAIL DRIVE
<br />FAWN DRIVE
<br />VICINITY MAP
<br />N T 9
<br />R/W
<br />RIW
<br />For f8/IGB ¢O'
<br />5h, t. 5 32xtst 5trcc
<br />i E'7��
<br />deSaw curtyP) %¢"e f/,
<br />v •♦•y.
<br />i
<br />0. ( 7'- 92 % R G
<br />Cork. SuFigradB
<br />Gomco.
<br />NO. I DATE I REVISIONS
<br />M
<br />L- 0-17 / A.C- - type // 13
<br />o, 50' A.t3, ti c% a - 95 %
<br />O• ro7' � 95'/° RC Orifi/req/ Gioard
<br />6. D
<br />LiODBR I DGE ROA D $T^ 11 11 l AA •� QT'A 14-7
<br />BY DESIGN TP -6/5 DRAWN BY JM
<br />S MITTEDB*"
<br />R.C.E. /96..78 DATE JAZ/,:9,'
<br />APPROVED
<br />N J
<br />LEGEND
<br />a
<br />Street Si -
<br />STREET SYSTEM
<br />Side Infeet Catch Basin
<br />LP
<br />Low Point
<br />H P
<br />High Point
<br />Tc
<br />Top of Curb
<br />Co TG
<br />Clean Out to Grade
<br />o
<br />Storm Drain Line Indicating direction of flow
<br />cess
<br />Sanitary Sewer Line Indicating direction of flow
<br />10" Sanitary Sewer
<br />Water Line
<br />A-
<br />Fire Hydrant
<br />"
<br />Street Light
<br />BG
<br />yin Curve
<br />Lamp Hole
<br />fnd Curve
<br />BCR
<br />Bevin Curb Return
<br />ECR
<br />End Curb .Peturn
<br />GB
<br />Grade Break
<br />SERVICES:
<br />Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas & Electric _ P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable Lodi Cable T.V.
<br />Water
<br />Storm Drainage I/ - Mokelumne Acres Maintenance District
<br />BAU M BAC H I
<br />PIAZZA
<br />® CIVIL ENGINEERS -
<br />SURVEYORS
<br />323 W. ELM BT. L001, CALIF.
<br />95240 PH: 209-388-8618
<br />I
<br />CONSTRUCTION
<br />OUANTITIES
<br />STREET SYSTEM
<br />SANITARY SEWER SYSTEM
<br />Lot Grading & Grubbing
<br />Lump Sum
<br />6" Sanitary Sewer
<br />Roadway Excavation
<br />1,800
<br />C.Y.
<br />8" Sanitary Sewer
<br />Compact Original Ground
<br />61,720
<br />S.F.
<br />10" Sanitary Sewer
<br />Concrete Subgrade Compaction
<br />25,830
<br />S.F.
<br />Sanitary Sewer Manhole
<br />Aggregate Base - Cl. II 0.33')
<br />52,890
<br />S.F.
<br />Lamp Hole
<br />Aggregate Base - C1. II 0.50')
<br />8,830
<br />S.F.
<br />4" Sanitary Sewer Service
<br />Asphalt Concrete Type B 0.17')
<br />62,130
<br />S.F.
<br />Vertical Curb, Gutter & Sidewalk
<br />489
<br />L.F.
<br />WATER SYSTEM
<br />Beveled Curb, Gutter & Sidewalk
<br />2,896
<br />L.F.
<br />Commercial Driveway
<br />126
<br />S.F.
<br />6" Water
<br />Commercial Curb & Gutter
<br />18
<br />L.F.
<br />8" Water
<br />Survey Monument Type S
<br />4
<br />Each
<br />6" Water Valve
<br />Dead End Barricade
<br />1
<br />Each
<br />8" Water Valve
<br />Street Sign
<br />Street Light
<br />4
<br />Each
<br />Fire Hydrant Assembly (includes Tee, 6" Lateral, 6"
<br />Fence (Woodbridge Road)
<br />By P. G. & E.
<br />Valve and Rich Ranger #960 or equal)
<br />Regulatory Sign
<br />457
<br />1
<br />L.F.
<br />Each
<br />1" Water Service
<br />STORM DRAIN SYSTEM
<br />10" Storm Drain
<br />97
<br />L.F.
<br />12" Storm Drain
<br />691
<br />L.F.
<br />48" Storm Drain Manhole
<br />4
<br />Only
<br />Side Inlet Catch Basin
<br />8
<br />Each
<br />APPROVED BY
<br />1,007 L.F.
<br />201 L.F.
<br />339 L.F.
<br />7 Each
<br />I Each
<br />30 Each
<br />N, JOAQUIN LOCAL HEALTH DISTRICT DATE
<br />SA JOAQUIN COU TY FIRE WARDEN DATE
<br />I? Vs'
<br />CHI EF DSRIDG FIRE DISTRICT DATE
<br />[C t. , 4,Z Cosz I 0-30-.95-
<br />ENGINEER,
<br />i 0,83ENGINEER, W00 BRIDGE SANITARY DISTRICT DATE
<br />SUBDIVISION IMPROVEMENTS
<br />RIVER MEADOWS
<br />UNIT NO. 3
<br />KEY SHEET
<br />394 L.F.
<br />763 L.F.
<br />2 Each
<br />3 Each
<br />4 Each
<br />30 Each
<br />e
<br />SHEET I OF 7
<br />JOB NO. oo,a9-3
<br />FILE G �
<br />N0. v
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