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Backfill with malolaM aqua) to W
<br />better thon the existing pavement
<br />In quality and thickness.
<br />I Compact in l2"max. kyrs 1t
<br />M (estin. to a Ma reiatM compactlan f in(TTR) of %%Llteer pawmem and t
<br />shoulders, and 90% - - -
<br />- outside shoulders. - - -
<br />Compact in 24"max layer
<br />- to a minimum N
<br />retail" compaction P o
<br />of 85 x. Or
<br />Co hand n 6" layers
<br />to a minimum
<br />10" 0. D. 10" 10" 0. -)q1-
<br />. 10"
<br />Mn. Mix relative compactionMort M
<br />0. D.+20" Mix of 90%. 0. D.+20' Mil
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />YYA/CAL YRENCH BACKF/LL
<br />NOTES,
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3 Jetting or panting wig be permitted within the street flight of Way with 3 year based.
<br />4.'e When shown by sail composition and compactibility, ninety percent (90x)
<br />compaction may be used, when approved by the Director of Public Worse.
<br />5, Outside E.P. Repair W/2" A.C. over comp. native material
<br />8 951 R.C.
<br />METER AND WATER BOX SPECIFICATIONS
<br />Meter Brand: PRECISION METER INC. Water Box Brand: CHRISTY CONCRETE PRODUCTS
<br />Model: PPM 5/8" X 3/4" METER WITH ATTACHMENT CONNECTOR SPUDS Water Box Model: B12BOX
<br />Note: METER WILL REGISTER IN THE U.S. GALLONS. LOCKABLE Water Box Cover: B12C C-20 LID
<br />CORPORATION COCK WILL PRECEDE THE METER AND ENTIRE Note: NO CONCRETE COVERS WILL BE ACCEPTED
<br />SETUP WILL BE IN THE CONFINES OF THE WATER BOX.
<br />E'% SInN first,,Nt, g,ound Install meierper ;
<br />,tNu moa S.✓.GO. Sid.
<br />o:001. at Ditch
<br />a 36" Raba, with
<br />2 hew clamp, 12' apart
<br />24' Min. Cavr botow batom
<br />of ditch (if any)
<br />S ... let �
<br />Clamp (I'r larger
<br />Double Snap)
<br />NOTA
<br />I. Plastic pipe up to I�O I. D. service shall be ultra high molecular weight ( UHMW )
<br />Polyethylene as manufactured by "Odscopipe', "Orangeburg" ar approved equal
<br />with minimum pressure rating of 160 psi.
<br />2 Plastic pips for 2' I.D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum pressure rating of 160 psi.
<br />3. Corporation stop shall naw corporation cock threads.
<br />4. Angie stop shall have striwi nut and lock .Ings.
<br />3. Angle stop shall be vertically plumbed.
<br />6. Size of service line shall be as required by the County.
<br />T. Mustier Into -tits connection than conform to ASTM Designation 0 2239.
<br />WATER SERVICE
<br />/S'
<br />YVA/CAL SFC71ON
<br />NO 5 C.4 2 F
<br />Sea frm.-A nof¢r
<br />QUANTITIES
<br />1 -Blow -off
<br />1 Be Water Valve
<br />1 11' Water Service
<br />1 2' Water Service
<br />Ia5L,F.-8" Water
<br />* Ell VAl10NS
<br />STA
<br />X
<br />Y
<br />I
<br />B+UO
<br />43.0
<br />42,8
<br />4::,3
<br />8+50
<br />43.0
<br />428
<br />4:.23
<br />9+00
<br />43,1
<br />42.7
<br />43.21
<br />9+50
<br />42.6
<br />42.2
<br />42.93
<br />CONSTRUCTION STAKING LIABILITY WAIVER
<br />These improvement plans have been prepared with the
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />assume any responsibility for errors or omissions, if
<br />any, which might occur and which could have been avoided,
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />performed the staking work.
<br />6ENERAI N07'EB
<br />1. All work shall confore to these plans and any special provisions for
<br />this project.
<br />2. Refer to the Parcel Map recorded in Book -at page _, San
<br />Joaquin County Records for all center line and property line data.
<br />3. Contractor shall receive an approved set of plans and specifications
<br />prior to beginning construction.
<br />4. Baumbach 6 Piazza (Engineer) shall set all survey controls and
<br />construction stakes necessary for completion of work. The Contractor
<br />shall be responsible for the preservation of all survey and
<br />construction stakes, Survey and construction stakes that are lost or
<br />destroyed due to Contractor's negligence will be set by the Engineer
<br />at the Contractor's expense.
<br />5. It is not the intention that these plans show all existing
<br />underground utilities. The Contractor shall have U.S.A. locate and
<br />mark all utilities within the work area prior to construction
<br />staking,
<br />6. All water lines shall have a minimum of 30' below the structural
<br />section.
<br />7. Water used in any phase of construction, such as backfill compaction,
<br />dust control, testing or other work herein required, shall be
<br />included in the unit price or lump sum bid for the respective item of
<br />construction.
<br />8. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this project, including safety of all persons and
<br />property; that this requirement shall apply continuously and not be
<br />limited to normal working hours; and that the contractor shall
<br />defend, indemnify and hold harmless, the County of San Joaquin, its
<br />elected officials, officers, employees, and agents from any and all
<br />claims, costs of litigation, damages, and attorney's fees, for
<br />personal injury or property damage of whatever nature which are
<br />claimed to have occurred during the term of this project.
<br />9. Contractor shall give Engineer a minimum of 48 hours notification
<br />prior to staking any utilities.
<br />10, Separation of water and sewer mains (including crossings) and sewer
<br />laterals crossing over water mains shall meet or exceed the latest
<br />standards of the State of California Department of Health Services.
<br />11, Contractor shall be responsible for notifying and co-ordinating all
<br />work with any agency requiring removal or relocation of utilities,
<br />such as Pacific Bell, P. 6. t E., etc.
<br />12. All off-site water lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />county Helath Code Requirements prior to connecting to existing water
<br />line.
<br />13. Contractor shall visit site prior to bidding. Specifications are a
<br />separate document.
<br />14. New traffic striping and the restoration of any damaged existing
<br />painted legends or signs is the responsibility of the Contractor and
<br />shall be included in his bid price.
<br />15, Where water crosses SD or SS use an 20 foot length of Cl. 200 pipe,
<br />centered over the SS or SD if: a) The water is under the SS or SO.
<br />Ill The vertical clearance is less than 1 foot. Also applies to
<br />catch basins and sewer laterals.
<br />16. All work will be required to be inspected by the Department of Public
<br />Works, They shall be notified not less than 24 hours in advance of
<br />commencement of work.
<br />17. It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or dellsirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />18, �rior to performing any work in existing Augusta Street, the
<br />ontractor shall obtain an Encroachment Permit from the San Joaquin
<br />County Department of Public Works.
<br />19, Contractor shall notify the Mokelumne Acres Maintenance District for
<br />approval prior to connecting water line to existing water main.
<br />20, Pipe type and strengths allowed for underground utilities, unless
<br />otherwise specified on plans, are is follows: Water (W) - PVC, Cl.
<br />150 or greater per ANNA Std. C-900 or ACP., Cl. 150 or greater per
<br />ASTM C296, Type Il.
<br />21. Any changes to the approved Improvement Plans and Specifications must
<br />be prepared and certified by the 'Civil Engineer' and shall be
<br />approved by the 'Director' prior to implementation.
<br />22. The owner shall have compactions tests taken for street subgrade,
<br />utility trenches and lot fill. Any required retests will be at the
<br />contractor's expense. Contractor shall call for the tests and submit
<br />the results to the engineer and County as soon as possible.
<br />23. Contractor shall obtain a grading permit from the San Joaquin County
<br />Building Division to be reimbursed by the Owner.
<br />-22. The Standard Plans and Specifications of San Joaquin County,
<br />Department of Public Works are hereby made a portion of these plans.
<br />FOR ALL STREET
<br />LOCATIONS-
<br />r" A.puut Concrete\ r
<br />ENNaond
<br />N Yon Lid
<br />Hunla-Pmol, mueh.h.4
<br />»alma "rides
<br />p*I
<br />FOR OFF STREET
<br />LOCATIONS
<br />F--- Chi Bo.. to bd
<br />wound von. Bo.
<br />C.[ox Bd.. MI
<br />SC...... when valid
<br />. . 1.01.4 in dark
<br />of Mawolk
<br />NOTES:
<br />I Valve bP wal Lid Mwll to CW101 Na 05, Bmw, h.INT or 4 -TT. P equal.
<br />2. Ae Lode and Grads Rug. .nal' hd.d machmdC young wrl4cfs
<br />3. ENen.0 Nal M a1 manuloclursd for the vahe Bd. "'Orta or Pipe of Corr¢'
<br />.1.4 1. W .sed.
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<br />�� 6 19� CIVIL ENGINEERS JOB NO. 90/58
<br />1�/iu'�L/�..: SURVEYORS FILE
<br />.-- - 323 W. ELM ST. LODI, CALIF. WATER L I N E.
<br />R.C.E. /?1::;1r1* DATE . �IFY7_?LSM DIRELIDIt Y6240 PN:209-368�6698
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