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<br />CONS UC T _ _ -_
<br />a � \ J� / (FOR USE OF THE DEPARTMENT OF PUBLIC WORKS ONLY)
<br />.•15'RU.C. STREET SYSTEM
<br />Liirri� of Cor�syruc�io r 1 ha {' O / -
<br />b�a L✓pQ� fin ���� fy �v' �` L t ; c Clearing & Grubbing & Grading Lump Sum
<br />nLump Sum
<br />Earthwork {Excavatio) __.. -- - - — —_t
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<br />Co fact Sub rade ____. - ---._.—__ -- _ 36,674 S.F.
<br />F
<br />Aggregate Base - Cl. IT (0.331) —_—_ 36,674 S.F.
<br />Asphalt Concrete - Type B (0.17') - Includes Driveway 36,674 S.F.
<br />13 Street Signs 4 Each
<br />\ 0 <- V
<br />*%.`� \ Rs�� QO/ , \ u '� \ Survey Monuments 4 Each'
<br />\ (V ` \ 'o 6 Asphalt Concrete Dike_—____.____.._1,705 L. F.
<br />r, 1 Type B,. Barricad? _-- ---- 1 Only
<br />o s Fenrp (Well Site - Lot Ai includes 2 gates—___-- ---._-- _ 403 L.F.
<br />I :: -f' '!� �•. �� s� � �� Cdns� D, Bch �N 5".a/a D.a/q) L . 5.
<br />Isr
<br />/ - a
<br />�- �, ` \ ...�• _..� _w _.---�. STORM DRAIN
<br />12" Asbestos Cenlent Pipe
<br />Iacatrortg of feat'
<br />teset 18" Culvert
<br />�501146 Report
<br />,oIgs;tssOc.21"Culvert
<br />�ynanrelde
<br />18" Storm Drain
<br />��atad Grouted Rock Chute & Pipe Spillway _
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<br />WATER
<br />4O ` � \ Fire Hydrant (Rich Ranger #960) and 6" Water —..
<br />�\ Well (incl odes Electric & Mechanical & pipe to 5' from F.H.
<br />We11 . Si to Grath ng Q: Paving—�
<br />Ds'a. ur Sq. Standard Frame and i
<br />i
<br />6 cover Assembly
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<br />A. C.
<br />' .' 0 • .
<br />- ST
<br />P. C. C. v a
<br />A. B. 9 ". �. UMAIN 100
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<br />Backfill with materials equal to or I»
<br />I betterr than the existing pavement + I +� a"
<br />r I in quality and thickness.
<br />- Survey MonumentExisting Povement TYPICAL _� XET ;
<br />7Undisturbed fid x 30" iron Pin With
<br />Basement Soil - __ -- _-- _ - i
<br />Identif icalion M00111= _V - - mm MOTE
<br />bo
<br />6 Compact in to max IOyers = =y-.- - - d 1 OM strrwat sip+ is require
<br />TYPICAL SECTION -"Min _ to a mi .relotiveaampactielnouch
<br />of intersection.
<br />(Yyp) of 915%linder pavement and - _
<br />stwulders, and 90% _ _— _ 2 Orlr+ensians for Mach rwrnbsrei 1
<br />outside shoulders.. are for bcotion of numbers
<br />7 gnly. j
<br />+ ` - S
<br />•_ _ .� T _ — �Compoct in 24"max.lal►ersi-
<br />.�� 7 to a minimum
<br />���% k ° Q relative compactlan ��' - - �` g�
<br />1� A �� _ - of MAIN
<br />SUR t Jk ci Com in 6 layers
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<br />„ to a minimum 10" 0• p, i0"
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<br />lQ E of Nererran OR
<br />-- to��.-�- a: o �
<br />l7 4 �AAax' -- Max. relative compoctron Max. " Max. BaQr al Sidewalk OR
<br />1`1 "MQiVU,+20 AAox. of 90'16. 0. p.+2Q Max. Back of Curb
<br />y
<br />—_
<br />Raised Let#era -. ��� I ,
<br />e UNDER PAVEMENT OUTSIDE SHOULDER
<br />AND SHOULDER >stnet Sipr {
<br />Location '
<br />Cover Lift I Frame - \VT 4
<br />Holes Materidl: Cost Hon
<br />,. I..� l"-� _ • !. Relative compaction of materials shall be tested by the State of California,
<br />{ Dept. of T.ansportotion Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neolly Cut to line prior to trench excavation.
<br />y,
<br />i i� t� 3. No jetting! or ponding shall be permittee! within the street Right of Way. »
<br />I \ i rcent (90 %) R
<br />c sition and tibility, ninety pe Class C `•! :1. iv ST EET SICK -POST ;
<br />\\\\ I 4. When shown by soilcomposition comPac _ �t•t _ -._-. ..��...
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<br />GENERAL NOTES
<br />I. .
<br />Ali +,ror-k shall conform to these plans and any special pro far this
<br />P P Project.
<br />2.
<br />Refer to the final map of this subdivision for all centerline and property line data.
<br />3.
<br />Contractor shall receive an approved set of plans prior to beginning construction:
<br />4.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes neces-
<br />sary for completion of work. The Contractor shall be responsible for the preservation of
<br />all survey and construction stakes. Survey and construction stakes that are lost or
<br />destroyed due to Contractor's negligence will be set by the Engineer at the Contractor's
<br />expense.
<br />S.
<br />-he Contractor shall take precautionary measures to protect existing underground utilities.
<br />The Contractor shall do no excavation until all utility agencies have been given the.op-
<br />portunity to mark their facilities in the field.
<br />6.
<br />Concrete culverts shall conform to ASTM designation C-76-
<br />7.
<br />Water used in any phase of construction, such as backfill compaction, dust control, testing
<br />or other work herein required, shall be included in the unit price or lump sum bid. for
<br />S[tlU6N
<br />the respective item of construction.
<br />8.
<br />Contractor agrees that he shall assume sole and complete responsibility for job site condi-
<br />tions during the course of construction of this project, including safety for all persons
<br />anri property; that this requirement shall apply continuously and not be limited to normal
<br />61TE
<br />working hours, and that Contractor shall defend, indemnify, and hold the Owner and the
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<br />Engineer harmless from any and all liability, real or alleged, in connection with the
<br />oerforrnance of work on this project, excepting for liability arising from the sole
<br />negligence of the Owner or the Engineer.
<br />9.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />155 L..F. utilities.
<br />66 L.F. 10. All work will be required to be inspected by the Department of Public Works. They shall
<br />76 L. F. e notified not less than 24 hours in advance of commencement of work,
<br />m_ 1 Only 11. U_ tional embankment will be obtained on-site from location determined by Engineer to
<br />Lump Sum balance earthwork.
<br />1'. A]1 fill areas will be compacted to 90 R.C,., unless otherwise noted.
<br />13. Any traffic striping, legend and signs damaged during construction are to be
<br />realaced by the Contractor.
<br />1' Only 14. It is agreed that field conditions may require changes to,these.plans. It is further
<br />}_.._ 1 Only agreed that the Director of Public Works may require changes, alterations or additions
<br />_— Lump Sum to these plans,, when the Director deems them to be necessary or desirable for the
<br />proper completion of the work, provided that such changes, alterations or additions
<br />shall not exceed TO% of the original estimate of the cost for the improvements without
<br />prior approval of the surety.
<br />APPROVED BY
<br />ti:2 51
<br />1:HI F — WOODBRIDGE FIRE DI !C T DATE
<br />,AN JOAQUIN FIR t: WARDEN DATE
<br />SAN JOAQUIN LOCAL .HEALTH DISTRICT DATE
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<br />SERVICE S
<br />Datura! Gas and Eiectric Pacific Lias and Electric
<br />TelephonePacrfic Bell
<br />Wa to . art /4f_&
<br />S-,7i7ary '65a S�p1 is
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<br />SHEET lMDEX
<br />KEY SHEET
<br />-- 3200' NW/FRONTAGE ROAD TO 4100' NW/FRONTAGE ROAID
<br />2000' NW/FRONTAGE ROAD TO 3200' NW/FRONTAGE V �'D
<br />1600 NW/ FRONTAGE ROAD i0 .2000` NW/ FRONTAGE ROAD
<br />- `OOODSON ROAD TO 900•' NE/WOODSON ROAD
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<br />LOT"A" DETAILS
<br />�'�... GRADING -KLAN , ,
<br />NO. DATE REVISIONS BY c;,� aRAWN 9Y •..„ APP ROVED -
<br />DESIGN
<br />BAUMBACH & PIAZZA
<br />1tev►sed .for S. U. Ci). ReConstruction of ��
<br />W ooDSON ROAD? E. 5' — ----- , 1 9 —� CIVIL ENC* 1 N E E A S
<br />S U g V E Y O R E E M Irl P
<br />-- SUSWITED EV, HENRY M.,HlRAT RCE 21258 ! 93840 E323 W. xM ST. LDDI CALIF.
<br />BBI
<br />PH • 20 9• 3 BB 9
<br />R.C.E. .T` DATE SAN JOAOU11a CUNiY DIRECTOR OF Pll6L1C %�Y'O1�itS f ?
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<br />SERVICE S
<br />Datura! Gas and Eiectric Pacific Lias and Electric
<br />TelephonePacrfic Bell
<br />Wa to . art /4f_&
<br />S-,7i7ary '65a S�p1 is
<br />�_.
<br />SHEET lMDEX
<br />KEY SHEET
<br />-- 3200' NW/FRONTAGE ROAD TO 4100' NW/FRONTAGE ROAID
<br />2000' NW/FRONTAGE ROAD TO 3200' NW/FRONTAGE V �'D
<br />1600 NW/ FRONTAGE ROAD i0 .2000` NW/ FRONTAGE ROAD
<br />- `OOODSON ROAD TO 900•' NE/WOODSON ROAD
<br />V
<br />LOT"A" DETAILS
<br />�'�... GRADING -KLAN , ,
<br />NO. DATE REVISIONS BY c;,� aRAWN 9Y •..„ APP ROVED -
<br />DESIGN
<br />BAUMBACH & PIAZZA
<br />1tev►sed .for S. U. Ci). ReConstruction of ��
<br />W ooDSON ROAD? E. 5' — ----- , 1 9 —� CIVIL ENC* 1 N E E A S
<br />S U g V E Y O R E E M Irl P
<br />-- SUSWITED EV, HENRY M.,HlRAT RCE 21258 ! 93840 E323 W. xM ST. LDDI CALIF.
<br />BBI
<br />PH • 20 9• 3 BB 9
<br />R.C.E. .T` DATE SAN JOAOU11a CUNiY DIRECTOR OF Pll6L1C %�Y'O1�itS f ?
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