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1
<br />EIGHT MILE ROAD
<br />5h rz ft*al /I R/Dy
<br />_ 25'
<br />!i �. RES7RI CTED ACCESS a Const. 6"A.C. dike
<br />Well Site or Alternate 6"
<br />/6' /6' Extruded Cono .
<br />Curb
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<br />II LOS CERR ITO� -
<br />I I 8 "W 6" --
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<br />"W SN.S. DRIVE
<br />9
<br />22
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<br />DRIVE/s� I 1 12 SAN uo,4001
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<br />PRIME GOAT /INCLNDE " PRIME CORr l LI'll R9RliA17J'
<br />l{ SEE SEG. 39 l 93 OF vtll
<br />31A.0 - Type e8y %2"max. logy.
<br />8" A. ,B. - Cl. 27 95% Relative Compaction
<br />12" ,r 95 /. R. C. ComPocted Native Maz`eria/
<br />T. /. = 4.0 R- value = 5
<br />6.E. Reva'=125 E.E. PRDPlDEO= 1.36
<br />INTERIOR SiREEiS - 7YPIC,V L SECTION
<br />5CA1E I"= 5'
<br />9--S-I P9�
<br />-MORIol .r/AE DEPT. oaa7i
<br />OfNfRAL
<br />_ 50'
<br />4IF B'P. U.E. a I /0'P. ,E
<br />RfFfR t0 A.C. SO.ESMT,
<br />30.9Z' OR 30.67'
<br />NfAr CUT 0 RfMDVE 0. 9?'oR A67'
<br />4.3'
<br />6" A. C. D/X
<br />Ex. 4 % 4 MAX) New .111 WALL
<br />EX/ST E. P
<br />tilant4in qd
<br />f Shou/der
<br />I/ 311 - rvpE B -a
<br />` ANCIB�P, SEE SfCT.T391099 of SPfCS /N `~��•� '' +` I! P A do ;
<br />z Jt
<br />12" NAY/i 10A7ER/AL
<br />95% R.G. J�,t'cfj Bank -� 359'Fc
<br />N07E : 911011V I' BREAM IN/401
<br />,41. e. l OD COW P7 RI��h Em6A.�kinen71 jJ/f��j ExGu✓aIll
<br />lOC/D7/ONS AS SHOWN - NA7/ UE M 07ERAil @
<br />Fe %. R. C.
<br />ON /1WPR0PEMEN7 Pl AN.
<br />T. /. = 6 6- E. REQ'D _ 1.85 E. E. PROP/DED _ 1. f5 R - VDl UE = 5
<br />C-146117 M/.1E ROAD - r PP/CAl SEC7/0N (s7,g
<br />SGALE NONE
<br />27. 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
<br />be limited to normal working hours; and that the contractor shall
<br />defend, indemnify and hold harmless, the County of San Joaquin,
<br />its elected officials, officers, employees, and agents from any
<br />and all claims, costs of litigation, damages, and attorney's
<br />fees, for personal injury or property damage of whatever nature
<br />which are claimed to have occurred during the term of this
<br />project.
<br />6 LEGEND
<br />S.I.C�B. or Side Inlet Catch Basin
<br />/ L.P. Low Point
<br />H.P. High Point
<br />I e� I ff T.C. Top of Curb
<br />S.D. (RCP.rr.#rv-6[pl)Stormi Drain Line Indicating Direction of Flow
<br />BARB C! /l0E \ /s
<br />W. Ore.. -al IV) Water Line
<br />'Fire Hydrant
<br />X
<br />5 -fls O VON-ety
<br />N N'Pier All
<br />�� O Direct .7#1011 CAI Basin
<br />411 d'ide .771911Citcb Blain
<br />Zj. �� y 0 Manhole
<br />1 )l Reducer
<br />-} Byree/ "/
<br />griringe t/ipe
<br />SERVICESO survey Monument Bax
<br />Street Lights tb
<br />Sewage _ septic 5ysiem a
<br />Natural Gas & Electric - P. G. & E. T
<br />Telephone Pacific Bell °
<br />Television Cable_ CONhNENTALCABLEv/5/aN 's 31` ° Horney 9 $� I.n� r „orn CONSTRUCTION STAKING LIABILITY WAIVER
<br />Water 5 J. Gounty G5/J. Nn.46 MA HIN �MO90n n o Handel Narmon,tie(r �' s
<br />Storm Drainage 5✓ Coun GSA. NO. 44 Zy md.l. 7i s,oee 2 • W co
<br />SHEET INDEX y I� ¢ad Rd Scn�AtkisonRd.oa,DUae These improvement plans have been prepared with the
<br />aid t Q r...,,sia"d
<br />PROPOSE D SITE intent that the firm of Baumbach & Piazza, Inc. will be
<br />-.i is., performing the construction staking for the complete
<br />OA .. ,-
<br />C 1p project. If, however, another engineering and/or
<br />i XES' S',fIEFr TUDOR ROSE Coro Pose Rd. t -•� �SCH." surveying firm should be employed to use these plans for
<br />a�-- PIAN RROFIL E l.o 1amo WA{' R° 99 N'r- i 'n ?�°/ �e `L`' the purpose of construction staking, notice is hereby
<br />is < given that the firm of Baumbach & Piazza, Inc. will not
<br />PLAN PROFJL� las REs'Es OR. , 105' CERRITOS dR. EigntMit. . ,Road Eight Mile Rd assume any responsibility for errors or omissions, if
<br />b --
<br />Q-- PLAN` PROFILE EASEnoENr "B" - Ouo nick ' of +s r any, which might occur and which could have been avoided,
<br />(}-- PLAN �` PROFILE L -Ill MILE Ril LEN ' 'm` t x F corrected or mitigated if Baumbach & Piazza, Inc. had
<br />EA dEW. Roto ? m Ro,d Comscoc performed the staking work.
<br />u r, Moro 1,,I Rdo- "too a
<br />a-- EASEMENT�WATERLOOaOke,
<br />D
<br />II Hildse WATERLOG
<br />DETAIL ;Nf-f-7 = ° ;°n° 95CH ,; =
<br />Ketcham
<br />8�-- DETAIL SNEE7 �e 6000 a �-� Ln. �-�-Oak Ave. BENCHMARK DATUM : E/eu 44.6y
<br />" =Q o ° F°ncMld Per U. S. G.S. Datum- Ch/se/%d square
<br />�- GRAD/N6 PLAN ., / soca o , m�-I 0 , `s d. °
<br />i g'v
<br />�//� L '�0C Z6 on the southwest Cornero-frai/rocrq' grate
<br />/ f- �1�/ /T ,' i \.c i v n o' >^ u E E v
<br />post lights), on the soath siry6 of
<br />Eiyht M116 RRL iyE5 t of /C//// Odli l�r7Ci
<br />VICINITY MAP E45t of rsrojeCz`site.
<br />__. Mile
<br />NOT TO SCALE
<br />NO
<br />1. All work shall conform to these plans and any special provisions for
<br />this project.
<br />2. Refer to the final map of this subdivision for all center line and
<br />property line data.
<br />3. Contractor shall receive an approved set of plans and specifications
<br />prior to beginning construction.
<br />4. Baumbach & 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. The existing underground utilities were plotted from available
<br />records. The Contractor shall be responsible for contacting all
<br />utility agencies to mark their facilities in the field before any
<br />excavation. The Contractor shall notify and coordinate all work with
<br />any agency requiring removal or relocation of their utilities.
<br />Pacific Bell and P. G. & E. U.S.A. (800) 642-2444.
<br />6. House services and fire hydrant laterals shall be installed prior to
<br />pavement construction. All underground utilities within the street
<br />area, including gas and telephone lines, shall be installed prior to
<br />paving.
<br />7. All manholes to be set flush with the finish grade unless otherwise
<br />indicated.
<br />B. All water lines shall have a minimum cover of 30".
<br />9. Water used in any phase of construction, such as backfill compaction,
<br />dust control, testing or other work herein regdired, shall be
<br />included in the unit price or lump sum bid for the respective item of
<br />construction.
<br />10. 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 for all persons and
<br />property= that this requirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,
<br />indemnify, and hold the Owner and the Engineer harmless from
<br />any and all liability, real or alledged, in connection with the
<br />performance of work on this project, excepting for liability arising
<br />from the sole negligence of the Owner or the Engineer.
<br />11. Contractor shall give Engineer a minimum of 48 hours notification
<br />prior to staking any utilities.
<br />12. Lot grading shall be completed before starting any underground
<br />construction. Refer to attached grading plan.
<br />13. Contractor shall be responsible for notifying and co -coordinate all
<br />work with any agency requiring removal or relocation of utilities,
<br />such as P--ri?ic Bell, P. G. & E., etc.
<br />14. All off-sI,ts water lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />County Health Code Requirements.
<br />15. All off-site storm drains shall be cleaned prior to final acceptance.
<br />16. Contractor shall visit site prior to bidding. Specifications are a
<br />separate document.
<br />17. 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 />18. Where water crosses SD use an ie -20 ft. length of Cl. 200 pipe,
<br />centered over the SD if: a) The water is under the SD.
<br />Its) The vertical clearance is less than 1 foot. Applies to catch
<br />basins also.
<br />19. 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 />20. 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 desirable 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 />21. Fire hydrant bid shall include the following: Tee, 6" Lateral, 6"
<br />Valve and complete fire hydrant assembly.
<br />22. Prior to performing any work in Eight Mile Road, the Contractor shall
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />of Public Works.
<br />23. Pipe type and strengths allowed for underground utilities, unless
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />or ACP, Cl. IIII Water (W) - PVC, Cl. 150 or greater per AWWA Std. C-
<br />900 or ACP., Cl. 150 or greater per ASTM C296, Type II.
<br />24. All traffic signs and markings shall conform to San Joaquin County
<br />Standards and to the "Manual of Uniform Traffic Control Devices".
<br />25. 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 "Director" prior to implementation.
<br />26. Materials samp/iny ¢ t'estiny shall he the respo//sibi/ity of Me GpntraCtor.
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN DRAWN BY
<br />--
<br />_ "ZpLQ7�
<br />SUB TED BY
<br />R. .E. DATE 8
<br />APPROVED BY THE SAN JOt{QUIN COUNTY DIxHc1Ox OF PUBLIC WORKS
<br />HE`NRU- M /I/RAfg2I25B DgrE: 9 �gB9
<br />, J
<br />B A U M B A C H & P I A Z Z A
<br />KEY SHEET
<br />RANCHO MORAOA ESTATES
<br />SHEET OF
<br />sO
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOO1, CALIF.
<br />98240 PH: 209-388-8818
<br />JOB N0. $$ll
<br />FILE q►
<br />N0.
<br />G-896
<br />t
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