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<br />,�/,QE PRDTEC7/JN
<br />DisT.eicT
<br />BENSON
<br />STRUCTURAL SECTION
<br />Sea/B /' = 5' //ar/z, I/ert Ne 5ca/e
<br />50 '
<br />PLACE
<br />--`0*
<br />OF
<br />'W0,90,0,9
<br />3
<br />KEY MAP
<br />-- - -- --- -- ---- S I T E M /
<br />IND/ANA 4 M t7
<br />Ild�- Qy sj
<br />i VICINITY MAP
<br />/ I NTS
<br />eeve/BL>' ryoe GG f'5
<br />0. /7' 4 G , Type '146 0.67
<br />'r 920/0
<br />/ 1?G BENCHANRK DATUM:
<br />^'
<br />O. 251 AB, Cl. Z' - x/41/ /1119X. 9ggrGqa/G corJc, Sub9rade Per U.SrG.S. B.M. 19-8
<br />GOn7,n, 1907-45 Location N.W.
<br />O. 67'92°/a RG at'%q q/'aLl.,7d corner of Masonic Bldg.
<br />K I R S T. DRIVE in the town of Woodbridge.
<br />Elev. 46.40
<br />R = 44 72' = 4 G. E. 47eQall •ea' = a. 45, G. E. Provided - a. 7e
<br />Gauch/and Ranch-� B¢nSOn P/acd
<br />EX/5f. CrOW17 I
<br />3' S' 1B'- /�•5' I /5.5 8.5' 5' 3'
<br />GO/JSf, 5f1 acrZ/ 5 G01/5f. 57ract.
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<br />yor;a5 -� Ne a'' CuY'�i 1414? s /4'�/{f
<br />--
<br />e of R/W f erawn
<br />CONSTRUCTION
<br />QUANTITIES
<br />GENERAL NOTES
<br />SI'Ri171, SYSTIMQIIANT1T1
<br />1.
<br />All work shall conform to these plans and any special provisions for this'project.
<br />Clearing Grubbing
<br />Lump Sum
<br />2.
<br />Refer to the final map of this subdivision for all centerline and property llee date.
<br />*Lot Grading and Compaction
<br />Lump Sum
<br />3.
<br />The street light system shall be installed by Pacific Gas and Electric Company.
<br />Roadway Excavation
<br />2,300 C.Y.
<br />4.
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />Compact Original Ground
<br />53,850 C.Y.
<br />5.
<br />Baumbach 8 Piazza (Engineer) shall set all survey controls and construction stakes
<br />Concrete Suhgrade Conpaction
<br />25,928 S. F.
<br />necessary for completion of work. The Contractor shall be responsible for the preser.-
<br />Aggregate Base, t;l. 11 (0.3')
<br />21,210 S. F.
<br />vation of all survey and construction stakes. Survey and construction stakes that are
<br />Aggregate Buse, Cl. II (0.25')
<br />32,640 S. F.
<br />lost or destroyed due to Contractor's negligence will be set by the Engineer at the
<br />` Asphalt Concrete, Type 'B" (0.17')
<br />53,850 S. F.
<br />Contractor's expense.
<br />1011ed Curb, Gutter 4 Sidewalk
<br />3,241 L. F.
<br />6.
<br />The existing underground utilities were plotted from available records. The Contractor
<br />Survey Monument, Type "S"
<br />2 Each
<br />shall be responsible for contacting all utility agencies to mark their facilities in
<br />Street Silva
<br />3 Juch
<br />the field before any excavation. The Contractor shall notify and co-ordinate all work
<br />Street Light
<br />9 Each By P.G.t; E.
<br />with any agency requiring removal or relocation of their utilities. Pacific Bell,
<br />P. G. E E., Lodi Cable T. V., Woodbridge Sanitary District and Woodbridge
<br />Lighting District. USA (800) 642-2444.
<br />S'IY)RM DRAIN SY5'fIT1 ***
<br />7.
<br />Contractor shall be responsible for notifying and co-ordinating all work with any
<br />1 d'sform Ara,.
<br />24 1.F
<br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. 6 E.,
<br />12" Storm Drain
<br />S3 L,F.
<br />etc.
<br />21" Storm,Drain
<br />1,176-1.,F•
<br />8.
<br />House services, fire hydrant laterals, and street light conduit shall be installed
<br />24" Storm Drain
<br />242 L. F.
<br />prior to curb and gutter constructibn. All underground utilities within the street
<br />48" Storm Drain Manhole
<br />4 Each
<br />area, including gas and telephone line, shall be installed prior to paving.
<br />Side Inlet Catch Basin
<br />9 Each
<br />9.
<br />All manholes to be set flush with finish grade unless otherwise indicated.
<br />10.
<br />All water lines shall have a minimum cover of 300,.
<br />11.
<br />All existing irrigation lines within the right of way shall be crushed in place or
<br />SANITARY SIXER SYSTEM
<br />removed.
<br />12.
<br />Water used in any phase of construction, such as backfill compaction, dust control,
<br />6" Sanitary Sewer
<br />32 L. F.
<br />testing or other work herein required, shall be included in the unit price or lump
<br />8" Sanitary Sewer
<br />2,413 L. F.
<br />sum bid for the respective items of construction.
<br />Sanitary Sewer Manhole
<br />8 Each
<br />13.
<br />Contractor agrees that he shall assume sole and complete responsibility for job site
<br />Sanitary Sewer Lamphole
<br />2 Lach
<br />conditions during the course of construction of this project, including safety for
<br />Sanitary Service
<br />59 Each
<br />all persons and property; that this requirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,indemnify, and hold
<br />the Owner and the Engineer harmless from any and all liability, real or alleged, in
<br />WATER SYSTEM **
<br />connection with the performance of work on this project, excepting for liability
<br />-
<br />arising from the sole negligence of the Owner or the Engineer.
<br />14.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />8" Water
<br />1,363 1,.I.
<br />any utilities.
<br />15.
<br />Water services shall be marked by the curb and gutter Contractor with "W" stamped
<br />8" Valve
<br />5 Each
<br />on the top of curb. Sewer Services shall be similarly marked with an "S".
<br />Fire Hydrant Assembly
<br />4 Each
<br />M.
<br />All work will be required to be inspected by the Department of Public Works. They
<br />]" Water Service
<br />58 Each
<br />shall be notified not less than 24 hours in advance of commencement of work.
<br />*Developer to provide necessary import
<br />fill; contraction to conw1act import'.
<br />17.
<br />Lot grading shall be completed before starting any underground construction. Refer to
<br />attached
<br />Engineer estimates 8240 C.Y. of import.
<br />18.
<br />grading plan.
<br />Each SS service to have C.O. at property line. See detail on sheet 6.
<br />19.
<br />Note that sanitary inspection will be performed by $an Joaquin County Department of
<br />"Augusta St. (F. W) water main to be
<br />installed under separate contract.
<br />Public Works and Woodbridge Sanitary District Engineer and /or District staff
<br />(Kjeldsen-Sinnock 8 Associates (209) 946-0268). Must have inspection before backfill
<br />and notify inspector 48 hours prior.
<br />20.
<br />No materials resulting from tapping procedures may enter District sewer.
<br />/
<br />21.
<br />Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />Th ¢ 4 ?! w 'a`t/z �+7
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />baorde�i�5
<br />Lnt�clh �GKc( �Rar�R
<br />Department of Health Services. Where water crosses SO or SS use an 18 - 20ft. length
<br />,Q 1, 4S}� s},-yQ{s
<br />�b�
<br />Js¢al
<br />of Cl. 200 pipe, centered over the SS or SO if: a) The water is under the SS or SO.
<br />4o S¢al Cactr¢d w�0ura
<br />la ¢r SuPloluar's
<br />cal lct
<br />b)Thhanl ft.
<br />22
<br />It iseagreed thatfaieldconditionsmay require changes to these plans. It is further
<br />agreed that the Director of Public Works may require changes, alterations or additions
<br />to these plans, when the Director deems therm to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or additions shall not
<br />exceed 10% of the original estimate of the cost for the improvements without prior
<br />approval of the surety.
<br />23.
<br />Fire hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />fire hydrant assembly.
<br />24.
<br />All water lines shall be pressure tested, disinfected, flushed and tested for bacteria
<br />in conformance with the San Joaquin County Health Code Requirements prior to connecting
<br />to existing water line. Contractor shall notify Mokelumne Acres MaintnnanrP nictr•irt
<br />SERVICES for approval prior to connecting water line to existing water line.
<br />Street Lights Woodbridge Lighting District 25. Pipe type and strengths allowed for underground utilities, unless otherwise specified
<br />Sewage Woodbridge Sanitary District on plans, are as follows: Storm Drain (SD) - RCP or ACP - Cl. II1; Sanitary Sewer
<br />Natural Gas 3 (SS) - PVC, per ASTM D3034, SDR35; Water (W) - PVC, Cl. 150 or greater per AWWA Std.
<br />Electric P. G. 8 E. C-900 or ACP., Cl. 150 or greater per ASTM C296, Type II.
<br />Telephone Pacific Bell
<br />Television Cable_ Lodi Cable T. V.
<br />Water "> Mokelumne Acres Maintenance district ISH E E T INDEX
<br />Storm Drainage
<br />LEGEND
<br />S.I.C.B. or Side Inlet Catch Basin
<br />L.P. Low Point ,
<br />H.P. High Point
<br />T.C. Top of Curb
<br />C.O.T.G. Clean Out to Grade
<br />S.D. Storm Drain Line Indicating Direction of Flow See General Note ?5)
<br />S.S. Sanitary Sewer Line Indicating Direction of Flow( See GeneralNote25)
<br />W. Water Line (See cenerol Note 25)
<br />Q Fire Hydrant
<br />Street Light_- /OOwetft h9b o1-a55ura, snomrn y4A
<br />t20 VOfiL. .$ch. L•S. 1-,E
<br />4./31-5'.:7
<br />f
<br />Z41 I
<br />0 ��
<br />O ti 5S L L W Q
<br />�Lauobland � $'�� Benson P/a e
<br />Roach `lou h/ond 4 Benson Place
<br />Ranch :7jl Rete/ed Tyoe CGf`5. /� �/ Beve%d T,oe CG�5.
<br />D. /7' AG , Tyle " 15 " O. /7 9G. , Tyoe B f
<br />Seve/ed 7ype CG. /S. 0.30' .4 f3 , C/. 1T -" 3i4'' A1,1X . �lggreq .'e a, 67'- 927" Rc. a.,5a' AB. , Cl Z �- 3/4/' Mex. W99reyafe a. 67'-
<br />'(,6
<br />T ti 929. RC. Cane,
<br />a. 6 ' 92 % RG or/ Grr rte. ra Ca1/c. 5u69rade p 6T 92 % RG. Orr Ina/ 6raand Sa69/ ode Como.
<br />Od 7 92 yr 0?, C. 7 9• Camo, •9
<br />COW. Sabyrade
<br />Co/np. AUGUSTA STREET - EAST AUGUSTA STREET - NORTH
<br />z2j If
<br />/ � NO. DATE
<br />.Q
<br />G E, Provided = a, 75 h( = 19 7Z. =;5, G.E. Pefaireal = a. 55 , G E. 10rav1ded = O. 75
<br />G•rnS3 .$QG f/o05
<br />REVISIONS BY DESIGN6,Y DRAWa : APPROVED BY � BAUMBACH JQ PIAZZA
<br />SU"ITTED
<br />R.C.E. -
<br />119
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />-• 1� /`,r l��-'_ 323 W. ELM ST. LOD1, CALIF.
<br />-- DATE 'G�s?'-c� SAM JOApU1N COUWY DIRECTOR OF PUBLIC WORKS 95240 PH: 209-368-8618
<br />O
<br />Q.) (D®
<br />® t
<br />0
<br />KEY SHEET
<br />PLAN S PROFILE
<br />DETAILS
<br />GRADING PLAN
<br />*APPROVED BY
<br />son' Jaoquin <aco/ yeo/th D/strict ogre
<br />son oogail? Fire Jyor4er/ Dote
<br />"chief ii%odb�idg/�-Fire Distric! - Ole
<br />01
<br />><rlgiiJeer - �000' rii/ge 5or/1lory D/stricr �' Dote
<br />* Approval void if construction has 'not commenced within 120 days
<br />of signature date. '
<br />LAUCHLAND RANCH
<br />KEY SHEET
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET O OF 7
<br />JOB NO.Ia}�O i
<br />FILE
<br />N0. G _ S I i
<br />G-8
<br />
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