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LEGEND
<br />Ss / ® LOCATION OF "Ri1 VALUE TESTS PER ANDERSON 4 ASSOC. SOILS REPORT NO 59118
<br />DAM"I/VA
<br />0 91
<br />N
<br />SCALE: I"=100'
<br />F
<br />9
<br />TURNER RORD
<br />illI I VICINITY MAI
<br />-f, �' s
<br />CND SL'ALE�
<br />BENCH MARK DATUM
<br />PER U.S.B S. 9,M 19-8 190? -4S. LOCATION NORTMWEST
<br />CORNER OF MASONIC BUILDING INTVAIL TOWN OF WOOD-
<br />B121DGE. ELEVATION 4S. 85 IS MUST CURRENT PER -
<br />FEMA.
<br />UNIT 2
<br />SHEE
<br />O KEY SHEET & NOTES
<br />2O - OO PLAN & PROFILE
<br />® GRADING PLAN
<br />CONSTRUCTION DETAILS
<br />CONSTRUCTION STAICING LIAIIILITY WAlVIR
<br />These Improvement Marls have been prepared will, the Intent ilial file ILuI of Bat nJbach & Plazza, hnc. will
<br />be performing the conslrncfioa skulking for the complete project. if, however, another engineering and/or
<br />s,uveying Ili -in should be employed to Ilse (hese plans fm• the propose of construction staking, notice is hereby
<br />given that file fun of Baumbach & Piazza, lire. will not ass,une an res wnsibilil for errors or , c
<br />Y - 1 9 o,1L liens,
<br />If tiny, which might occur and which could have been avoided, corrected or mitigated if Ballinbach & 1'la7.za,
<br />like. had performed file staking woik, or if Buunnbuch & Piltzza, hnc. had been contacted prior to slaking
<br />regarding any question of nunbigully ill the plans, hnlerprelallon of the pleas, or enghleeling Inconsistencies
<br />contalraed In the plans.
<br />g N0. DATE REVISIONS BY DESIGN •S. _DRAWN BY 6AD.
<br />E
<br />LL
<br />N
<br />m
<br />PROV BY i Y PIAZZA /
<br />o - R.C.E.19,(_�ipl•,Efp•'9i°11i97 DATE
<br />INDENINITY ('LMJSE
<br />The. Conlruclor og,r.es that he shall assume sole and complete responsildlii3' fol• job site conditions during
<br />like c'oul so, of eonstrrkc(bul IIf Nis prejM l: (lull this r`gllreJueJn1 Shall ali]]]t"� l'Iuktinnnllsly Anil ]lot be ]hulled
<br />14) normal working hooks; and that file Coafllclor shell defend, Indemnify and bold harmless, the Cotndy of
<br />Son .Joaquin, its elrc(ed officials, employees, agelnl S, also file owner and pr{'oject engineer from any and all
<br />claims of kllgallon, damages and aliorley s, fee%, 1'01, persona] injury or prolifu ly thumage of whatever naluwe
<br />rvldch are claimed to have occurred during file Iona of this project. �
<br />eaumTY OF SANJOAQUIN
<br />DEPAUMENT U PUBLIC W OWKS
<br />A ROVED INY hemi M.ulvo DATE°
<br />III
<br />� KIL No:
<br />biQECTO U�L'IC QKS EXP. DATA
<br />RMRWOOD DRIVE TI =1;,0 ; 9VALUE=29
<br />(ND SCALE( 6E.4EOUIRED.125. 6.EPRaV1DED 4_2_10
<br />60' MATCH SAME TYPE ASU IT NO,2
<br />N'M FT %C@FT.
<br />O. Zi' AC ,TYPE" 5; DVEQ PRI ME tm-r IS[-\JELED CUR I3,GUT 2_2
<br />011)Afl.,CL.n Q.C.@45% ESIDEWALK
<br />0.8'-45q Q.C. ORIGINAL GROUND. 0.8 - 42% 12-.C. CCONC. SUfl6QADE
<br />WWDR07 COURT a WMDRIFT WAY COMP)
<br />WW wo SCALED MATCH EXISTING UNIT NO. I �lW
<br />ki� AC TYPE•8", OVE4 PRIME COAT --L
<br />957- RC OQICGINAL CaPQUNO
<br />MU)FT CT.: T 1.-3.5, 4 -VALUE -21
<br />WIN➢RIFT WA O LN) DF ffIAMIFT T T. L 4.O ; R VAW Er35
<br />WIMUIFT WAY CS) OF WIKi ZF T CT T 1,=AU,, 2 -VALUE -21
<br />n
<br />-M-VELEM CURB,CGUTCEQ
<br />S%L\NALK
<br />0.8 -92% R,C.000NC.SUBC�eADE nm?.)
<br />STeEET
<br />Q0.1C?MT
<br />STeEET Ur."NS
<br />= W000641DGE LIf�41TIN6 DISTRICT
<br />IDE�
<br />Gk.DDP.2.4qD3?V
<br />=WOOOISUbrE- 8ANITA4Y DISTRICT
<br />NATURAL GAS g ELECTRIC
<br />= P. C -e. tE.
<br />TELEP14ONE
<br />PACIFIC BELL
<br />tlW11iNt�DQQIF1FTT XVCT0. 1)Dr\AMtZTTQT.
<br />LORI CAILETV
<br />1
<br />WADE P I E y
<br />ffRM JJJ
<br />- "- T
<br />QES MAINENANCE
<br />= i UKELUMN❑Q
<br />CTA1''WINDQITWACSO1NDeF?
<br />0.2
<br />DRAIN LINE %(DIRECTION OF FLOW
<br />l.U3
<br />SEQVICU
<br />STeEET Ur."NS
<br />= W000641DGE LIf�41TIN6 DISTRICT
<br />SANITAR'( SEWER
<br />=WOOOISUbrE- 8ANITA4Y DISTRICT
<br />NATURAL GAS g ELECTRIC
<br />= P. C -e. tE.
<br />TELEP14ONE
<br />PACIFIC BELL
<br />CABLE TV
<br />LORI CAILETV
<br />1
<br />WADE P I E y
<br />ffRM JJJ
<br />- "- T
<br />QES MAINENANCE
<br />= i UKELUMN❑Q
<br />Lt
<br />EXISTING PROPOSED
<br />DRAIN LINE %(DIRECTION OF FLOW
<br />- s'sS -_� sr-_gAUITAR
<br />C SEWER UNE WI DiRECTIDN CF FLOW
<br />m vv =WATER LASE
<br />CE- = =�
<br />=FIRE HYDRANT
<br />BC
<br />•BEGIN CURVE
<br />EC
<br />=END CUQVE
<br />BC2
<br />-6E&IN CUQ6 RETURN
<br />ECR
<br />=END CUIQB RETURN
<br />GB
<br />=GRADE 84EAK
<br />I
<br />=STOP SIGN
<br />GCB
<br />=CURB INLET CATCH BASIN
<br />= •-
<br />=ST7EETLIGLIT(Wi30'S70.c8'ARM)N46uPRESSURESODIUMVLPOR
<br />?t
<br />=STREET SIGN (ISO W)
<br />w
<br />=WATER VALVE WITH BOX
<br />LP
<br />=LOW PRINT
<br />44P
<br />•14161.1 POINT
<br />TC
<br />-TOP OF CURB
<br />COTG
<br />-CLEAN-DUTTO GRADE
<br />d
<br />8.0. -P LDW DF F
<br />- O - --�-
<br />SANITARY SEWEQ MANNULE (MW)
<br />'-0--
<br />=STORM DEAN MANHOLE CSDM I)
<br />EK. 31.08 INV, 34.D8
<br />=PIPE INVERT ELEVATION
<br />=CENTERLINE
<br />RAMP
<br />APPROVE
<br />BHA
<br />DATE
<br />SM JsasoNr PNauQ RUM
<br />SM JasmN QeIMlr PM FAWN OAT E
<br />::rawrr_-s!v�hi�- r _Id1G'
<br />lie .
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST, LOD1, CALIF.
<br />95240 PM: 209-38B-BB'IB
<br />2 \
<br />gni 4 Ib rrll.�If A
<br />asV �/ 2sk" al
<br />GENERAL NOTES
<br />1. All work shad] conform to these plans and special provisions for this
<br />project.
<br />2. Refer to the final map of this subdivision for all centerline and -
<br />property line dais. "
<br />3. The street light system shell be installed by P. G. & E. Company.
<br />4. The Contractor shall receive an approved set of plans and
<br />specifications prior to beginning construction.
<br />S. Baninbach & Piazza (Engineer) shall set all survey controls and
<br />construction slakes„necessary for completion of woreL The
<br />Contractor shall be responsible for the preservation of all survey
<br />and construction stakes. Survey and construction stakes that are
<br />lost or destroyed, due to Contractor's negligence, will be reset by
<br />the Engineer al the Contractor's expense.
<br />6. The existing underground I1011ti6s 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
<br />with airy agency requiring removal or relocation of their utilities.
<br />Pacific Bell, P. G. & E., Loth Cable T.V., Woodbridge Sanitary
<br />District and Mokelumnne, Acres Maintenance District and U.S.A.
<br />(800) 642-2444.
<br />7. Rome services, fire hydrant laterals and street light coledull shall
<br />be installed prior to curb and gutter construction. All underground
<br />utMes within the street area, Including gas and telephone lines,
<br />shall be installed prior to paving.
<br />IL AB manholes are to be set flush with the finish grade, unless
<br />otherwise Indicated.
<br />9. AM water lines shall have a minimum cover of 30".
<br />10. Water used in any phase of construction, such as backfill
<br />compaction, dust control, testing or other work herein required,
<br />ehaB be included in the trait price or lamp sum bid for the
<br />respective Item of construction. •
<br />11. Contractor agrees that he shag assume sole and complete
<br />responsibility for job site conditions during /he' 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, County and the Engineer harmless
<br />from any and all liability, real or alleged, In connection with tine
<br />performance of work on this project, excepting for liability arising
<br />from the sole negligenc0"61 the Owner or the Engineer.
<br />12- Contractor shall give Engineer a mhdnu m of 48 hours notification
<br />prior to staking any ntilhles.
<br />13. Sanitary Sewer Services shall be marked by the curb & gutter
<br />Contractor with an "S" stamped on the top of curb.
<br />14. Water services shag be marked by the curb and,gutter Contractor
<br />with a "W" stamped on the top of curb. Location of -water
<br />markings shall be verified In the field by the Engineer.
<br />15. Lot grading shall be completed before starting any underground
<br />construction. Refer to attached grading plan.
<br />Lot 2'
<br />fir g •
<br />SS S w.
<br />TYPICAL
<br />ATE: (Typ. All Lots)
<br />I- Unless othowlse noted, services to be
<br />at center of lots.
<br />2. Services e/niella of 3 feet apart on mais
<br />Line & einioian of 3 feet from wines.
<br />3. All utter services shall be upstreaw N
<br />FN valve in cul -de -sat.
<br />4. (dater Service shall include meter and
<br />meter box per detail, Sheet 6.
<br />5. Sewer Service shall be stubbed and capped
<br />at R/;,1 (no cleanout).
<br />^,Wotwr 6drrii4lr
<br />l i or
<br />SERVI(
<br />LOT
<br />N
<br />16. Separation of water and sewer mains (including crossings) and
<br />sewer laterals crossing over water mains shall meet or exceed the
<br />latest standards of the State of Callforzds Department of health
<br />Services.
<br />17. The Contractor shall be responsible for nofiWng and co-ordinating
<br />all work with any agency requiring removal or relocation of utilities
<br />such as Pacific ]cell, P. G. & E., etc.
<br />18. Ali off-site water lines shall be pressure tested, disinfected, flushed
<br />and tested. for bacterin in conformance will, the San Joaquin
<br />-County Health Code Requirements prior to connecting to existing
<br />water line.
<br />19. All off -elle storm drains shall be cleaned prior to final acceptance
<br />20. The Contractor shall visit the site prior to bidding. Specifications
<br />are a separate document.
<br />21. 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 />22. Where the water crosses SD or SS use an 18-20" length of CL 200
<br />pipe, centered over, the SS or SD IG a) the water Is under the SS or
<br />SD. b) the vertical clearance is less than I fool.
<br />23. No materials reselling from tapping procedures may enter District
<br />sewer.
<br />24. All work will be required to be inspected by the 1%partarkenf of
<br />Public Works. They shall be notified not less than 24 hours In
<br />advance of commencement of work.
<br />26. It Is agreed that neld conditions may require changes 10 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 and
<br />additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />27. Fire hydrant bid shall Include ilia following: Tee, 6" lateral, 6"
<br />valve and complete fire hydrant assembly.
<br />28. The Contractor shall notify Mokelemne Acres Maintenance District
<br />for approval prior to connecting the water Una to exhaling water
<br />main.
<br />29. Installation of all sanitary sewer Improvements shall conform to the
<br />standards of the Woodbridge Sanitary District. All arch work /s
<br />subject to inspection by the District Engineer. The Contractor shall
<br />notify the District Engineer 48 hours prior to the commencement
<br />of any work on the sanitary sewer system. (209) 946-0268.
<br />30. Pipe type and strengths allowed for kindergrouud utilities, miles
<br />otherwise specified on plans, are as follows: Storm Drain (SD)==
<br />RCT CL III or PVC (SDR 35); Sanitary Sewer (SS)r=PVC per
<br />ASTM D3034, SDR 35; Water (W)+PVC, CL 150 or greater per
<br />AWWA Std. C-900. '
<br />31. All traffic signs and markings shall conform to the San Joaquin
<br />County Standards and to the "Marmal of Uniform Traffic Devices".
<br />32. Any changes to the approved Improvement Plans and Specifications
<br />must be prepared and certified by the "Civil Engineer" and shall
<br />be approved by the "Director" prior to implementation.
<br />33. All materials used as sanitary sewer system must have written
<br />approval from the District Engineer prior to installation.
<br />"WINDWOOD" SUBDIVISION SHEET OF
<br />KEY SHEET UNIT NO. 3 A JOB NO. BBaS-32_-5
<br />SUBD IVI S ION IMPROVEMENTS NO. Imo- 105e)
<br />
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