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<br />Backfill with materials equal to or Vim; CONSTRUCTION NOTES:
<br />better than the existing pavement \ 1. San Joaquin County Standard Drawings W-1, W-2, W -4i
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing " c� W-5, W-7 and W-8 are hereby made apart of these
<br />V plana .
<br />pavement, minimum of 0.25 feet. � 2. Existing ditches and grades shall be reshaped and
<br />New base shall be 1" thicker than _P graded to flow to existing catch basins.
<br />existing base, minimum of 0.5 feet. ,� cJ?, 3. Major roots of two oak trees near 5+00 shall be
<br />protected with hand digging as necessary.
<br />121.131NV-12"SD(NE) A. Place blue reflector, one (1) foot off center line
<br />Existing Pavement 121.061NV- 12"50 65) R/w of street towards hydrant, indicating fire hydrant
<br />118.41 INV- 27"5� ( W, 5 E) location. Sec San Joaquin County Standard Drawing W-2
<br />g"� 6" Min. SDMH
<br />(TYPO TOP 126 06 S. Contractor to maintain two-way traffic on
<br />Maakville Road at all times.
<br />6. All work shall conform to these plans and any
<br />Compact in 12" max.
<br />• % �!' special provisions for thin project and San
<br />layers to a min.3'-0'• DIG$ Joaquin County Construction Specifications and
<br />relative compaction / 12n5D 125.12TOP Standard Plan.
<br />of 95%x' under pavement .621NV 7. Contractor shall receive an approved as of plana
<br />and Shoulders, and \ /Variable STOP SIGN I / / cVv/ and specifications prior to beginning
<br />90% outside shoulders. \ 1 G b construction.
<br />Compact in 24" max. � Ii N
<br />`% STC 8. Baumbach : Piazza (Engineer) shall set all survey
<br />layers to a minimumq
<br />; / controls and construction stakes necessary for
<br />relative compactionD+12" ��/ completion of work. The Contractor shall be
<br />of 85%. I responsible for the preservation of all survey and
<br />D. I. /
<br />Compact .in 6" layars � construction stakes. Surveyand construction
<br />to apminimum relative 125.66 TOP
<br />compaction of 90%. (j W stakes that are lost or destroyed due to
<br />\g�\N 121,561NV \ Contractor's negligence will be set by the
<br />10" Min. 10" Mina �f EXIST 30' Engineer.at the Contractors expense.
<br />EDGE OF p t71TCN 9. The existing underground utilities were plotted
<br />AVEME + E P 10' from available records. The Contractor shall be
<br />R TOPOFPIPE 121.09 NT 6 -
<br />+ 20" Min.responsible for contacting all utility agencies to
<br />/ NV. 118,59-271,51) 41 EX15T. STRUCTURAL
<br />mark their facilities is the field before any
<br />INV. 122.17- $"W 5ECTCON
<br />excavation. The Contractor shall notify and
<br />M A C K V I L L E ROAD coordinate all work with any agency requiring
<br />\�
<br />FLEXIBLE CONDUIT a - - - - -- - removal or relocation of their utilities. Pacific G �„ W Q
<br />Bell, P. G. i B. etc. U.S.A. (800) 642-2444.
<br />10. All water linea shall have a minimum cover of 30".
<br />C�IO� v 11. Water used in,any phase of construction, such as
<br />NOTES: QP CO�Ru _ c backfill compaction, dust control, testing or
<br />�p6OF / other work herein required, shall be included in
<br />1. Relative compaction of materials shall be tested in accordance with E E the unit pride or lump num bid for the respective
<br />item of construction.
<br />the State of California, Dept. of Transportation Testing Manuals, test \5T
<br />method No. California 216 Or 231. E� DETA I L 12. Contractor agrees that he shall assume Dole and
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation. �/ / NOT TO 5CA1 OR8"W LINE dominate responsibility for job site conditions
<br />3. Jetting or ponding will be permitted within the 'street Right of Way with during the course of all persons of this project,
<br />a 3 year bond. TYPICAL SECTION
<br />CT I O N that this safety for all ll persons and property;
<br />4. When shown by soil composition and compactability, ninety percent (90%) S 00 07'03' W r t that this requirement ai working
<br />apply ours and thesly and
<br />compaction may be used, when approved by the Director of Public Works. 214,04' not be limited to normal working hours and that
<br />5. Special bedding requirements may be shown on the plans or specified in PG.�i E. Power Line 188.84'_ Contractor shall defend, indemnify, and hold the
<br />Install 150 Watt H. P. 5, ole Owner, County and the Engineer harmalleged,
<br />in from any
<br />special provisions. , , }� and all liability, real or all
<br />6. Shoulders shall be as shown on the plans or specified in the special egad, in connection
<br />ion
<br />P P P mounted luminaire by P. G.�'E. PU.E. with the performance of work on thin the sol
<br />provisions but in no case shall the shoulder be less than three feet wide as measured excepting for liability arising from the sole
<br />from the edge of pavement. negligence of the Owner or the Engineer.
<br />13. Contractor shall give Engineer a minimum of 48
<br />hours notification prior to staking any utilities.,
<br />14. Separation of water and newer mains (including
<br />TYPICAL TRENCH BACKFILL crcasings) and sewer laterals crossing over
<br />_watermains shall moat or exceed the latest
<br />standards of the State of California Department of
<br />Health Services.
<br />15. Contractor shall be responsible for notifying and
<br />coordinating all work with any agency requiring
<br />removal or relocation of utilities, such as
<br />Pacific Bell, P. G. i E., eta.
<br />16. All off-site v0ater lines shall be pressure tested,
<br />disinfected, flushed and tested for bacteria in
<br />conformance with the San Joaquin County Health
<br />Code Requirements prior to connecting to existing
<br />water line.
<br />17. Contractor shall visit site prior to bidding.
<br />Specifications are a separate document.
<br />\ y 2 v 18. Where water crosses SD or 88 use an 18-20 ft.
<br />x o - o length of Cl. 200 pipe, centered over the SS or SO
<br />Ca _ N o N o w o if: a) The water is under the SS or SD. b) The
<br />vertical clearance in less than 1 foot. No
<br />T) materials resultingfrom tapping procedures may
<br />enter District War.
<br />N 19. All work will be required to be inspeated by the
<br />11 Department of Public Works. They shall be
<br />"CLEMENTS �\
<br />notified.not less than 24 hours is advance of
<br />commencement of work.
<br />20. Fire hydrant bid shall include the following:
<br />x Tea, 6" Lateral, 6" Valve and complete fire
<br />hyd-:ant assembly.
<br />21• Construction area traffic control devices shall be in
<br />accordance with the.current Manual of Traffic controls (Caltrans)
<br />and supplemented by the current Work Area Traffic Control Handbook
<br />13119 (Building News). include cost In othet' items of work,
<br />-� Through public traffic shall be permitted to pass through
<br />O
<br />construction operations at all times with as little inconvenience
<br />128.7729 126.86 TOP SDMH and delay as possible.
<br />t-
<br />r' 126.85 121.13 12' NE IRV
<br />62 121.06 12' S INV
<br />127
<br />2+70 INSTALL FH W/ v4. \126.93 118.41 27• W,SeINV.
<br />VALVE 48x8x6TEE INV. 122.8= 4+50 --INSTALL I/4"W SERVICE
<br />35 LF (o"W 2+47+- ANGLE PT �` Si0P51G 3+35 ANGLE PT g"1,1/ -INV, 120,5
<br />INV 122.8 125.66 TL '27 12's IDSG.8.1252162]NY
<br />INV, 120.5
<br />INSTALL WATER VALVE a6 121.561NV / 1?s 1 127.56
<br />PVC CL.I50 OR GREATER 125• SIG" 234.00'
<br />39 126.73 12>.36
<br />PER AWWA STD C-900 rt IT - W 1 3 126.74 ---�. fp S 10'41'44•
<br />9` \ 1 27.18 127.15 126.66 ¢ air 127.42 18, nA 2 TpP CTS
<br />ANGLE PT, B' 12 o 126.7 ROTE w
<br />ItlO± INV•122.8 l 126.5 ti 127.47 / 126.87 8 W K, CUL ERT
<br />N` 0.6 25 127.50 _ 127.07 126.80 127.23 EP 12> 127.71 24. OAK SIGN G + 7 5 INSTALL 11/4" W
<br />��E 72s. ��� y 02 SERVICE 6"W INV. 123.5
<br />It00 ^•TIE TO EX15T, , i AS FE 126• 127 716 INSTALL 150 78 128 s8 Fq - 127.40
<br />BLIND FLANGE UNDER 125• CN 0 12 JP WATT, HP5, POLE Ep 126.9s 7+25�INSTALLgx8x6 FLANGED TEE FOR
<br />DZ 1272 J D.LG.6. MOUNTED LUMINAIRE 206
<br />SAN JOAQUIN COUNTY 5 70 6" 56 /QD 125.38 57' FUTURE HYDRANT W/ B, O.
<br />BY P.G.£ F. 127, 127.0 g W - I NY 123.5 LEGEND
<br />INSPECTION `P 126$` 126• 6P 127• 127.25/ � 119,01 INV. 18 � 5 6 TOP
<br />R 1` 25 �Q i SEE DETAIL 7� "
<br />W P1� 127.09 127 ❑ A D s. 127.12 127.33 SIGN
<br />EN / �/ ISL 125.76
<br />12 32 j 2 2 s ,27.47 n K 128.9
<br />�R 7 • P 7, G TOP I2• CULV 127.60 P 12' 38 7 127.45 24• pAK ]30.2D t 127.47
<br />EXISTING GROUND ELEVATION
<br />1273 j 127.1 EP 6' CURB -_ 1'27.61 ERT 727.6
<br />5450 - INV. 120,5 -0
<br />53 716 27.54 127. EP 127.76 127.4
<br />1fy 12 / �,77s9 36 � CENTERLINE
<br />127.64 TP 1'7 8a 127 74 EP EXISTING EDGE OF PAVEMENT
<br />12731 pJP
<br />11�� 1 j6' DICB a 179RZJ�`�P� PVG GL,150 OR 128.,2 ISK EXISTING TREE
<br />GREATER PER AWWA JOINT POLE
<br />�i STD. C-900 127.90 o 7 FH
<br />EIRE HYDRANT AND TATER VALVE
<br />N
<br />�- DIRECTION OF SLOPE OF DITCH
<br />```,.`S : • ' ;F` f yo r 4 --
<br />-_ _27.� 12'50 STORM DRAIN LINE
<br />® STORM DRAIN MANHOLE
<br />1' =30'
<br />DI.CB. 0 DROP INLET CATCH BASIN
<br />q
<br />INV. INVERT
<br />(N '
<br />e"W
<br />WATER LINE
<br />e` 9361HP0,DWIG -W WATER VALVE
<br />NO. DATE REVISIONS BY COUNTY OF SAN JOAQUIN
<br />DESIGN DRAWN BY APPROVED • B A U M B A C H & PIAZZA CLEMENTS WATER SYSTEM
<br />Z_70v�, _Z - DAT: DEPARTMENT OF PUBLIC WORKS SHEET � OF
<br />CIVIL ENGINEEeS JOB NO.
<br />RCEENo.: 21258 SURVEYORS EXTENSION OF PHASE I 936'
<br />D BY EXPIRATION DATE: 9/30/9 323 W. ELM ST. LODI, CALIF. FILE
<br />R.C.E. DATE
<br />q r. s DIRECTOR OF PUBLIC WORKS 95240 PH: 209-31138-11311318 M A C K V I L L E ROAD NO. G- IDSq-
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