|
WINDWOOD UNIT N0. 3B
<br />KEY MAP
<br />�I 117
<br />A84NDON ONE
<br />REMOVE EXISTi�
<br />IPRINOT� WELL I rp
<br />EE
<br />118
<br />36"STA�
<br />PIPE / sP
<br />PUTAP SHED
<br />119
<br />123
<br />a �
<br />118 115 114 113 1 1 6n 59 5$
<br />3 3
<br />�° 0 92 91 ::: .:.....
<br />IX ' I 1
<br />MOM
<br />;E<h1Ms) Mob,
<br />49� 124
<br />�y �9 eco
<br />toe
<br />I 107
<br />C, 125
<br />`441
<br />126
<br />127
<br />l c
<br />rl'
<br />SCALE: 1"=100'
<br />Z'
<br />�A
<br />a 'R
<br />i ccyy�
<br />O U
<br />iYi E
<br />WOODBRIDGE ROAD
<br />VICINITY MAP
<br />NO SCALE
<br />7588
<br />�r
<br />•
<br />76
<br />ti
<br />i ,
<br />MW 77
<br />8678
<br />85
<br />79
<br />c� •
<br />1
<br />• til
<br />STRUCTURAL SECTION
<br />NO SCALE
<br />WINDWOOD DRIVE RIVERWOOD DRIVE
<br />T.I.=8.0; R-VALUE=26 G.E. REQUIRED 1.42;G.E. PROVIDED 1.42
<br />30'
<br />8' 22'
<br />2.5' 5.5' 2' GROUND
<br />4"PER
<br />30'
<br />22'
<br />2'
<br />0.21' ASPHALT CONCRETE, TYPE "B", OVER PRIME COAT -J
<br />0.85' AGGREGATE BASE, CLI, O 95% R.C.
<br />0.8' COMPACT ORIGINAL GROUND O 95% R.C.
<br />COUNTY 5TD PLAN CW -C6 ROLL CURB, GUTTER, AND SIDEWALK
<br />0, 5' CONCRETE SUBGRADE COMPACTION O 90% R.C.
<br />0,33'AGGREGA`CE SU13BA5ECLI76?90%R,C -
<br />LEGEND
<br />SERVICES
<br />SS & W SERVICES
<br />TYPICAL LOTS
<br />NOTE: TMP. ALL LOTS)
<br />1. SS OTHERWISE NOTED, SERVICES TO BE AT CENTER OF LOTS.
<br />2. SERVICES MINIMUM OF 3 FEET APART ON MAIN LINE & MINIMUM
<br />OF 3 FEET FROM VALVES.
<br />3. ALL WATER SERVICES SHALL BE UPSTREAM OF FH VALVE IN CUL-
<br />DE-SAC.
<br />4. WATER SERVICE SHALL INCLUDE METER AND METER BOX PER
<br />PER DETAIL SHEET 8.
<br />5. SEWER SERVICE SHALL BE STUBBED AND CAPPED AT R/W
<br />(NO CLEANOUT)
<br />-�-
<br />EXIST C
<br />SANITARY LEFTCES WATER SERVICES
<br />%SA EI INSTALLED RIGHT
<br />OF LOT CL
<br />84 I SSMH 0 SANITARY TYPE 1 MAINTENANCE HOLE (CONSTRUCT) STREET LIGHTS WOODBRIDGE LIGHTING DISTRICT
<br />104 I _ _ SDMH 0 STORM DRAIN TYPE 1 MAINTENANCE HOLE (CONSTRIJCT) SANITARY SEWER WOODBRIDGE SANITARY DISTICT
<br />`0` I 8 NATURAL GAS & ELECTRIC P.G.& E.
<br />103
<br />O I ISI I 83 II ® FLOW DIRECTION &SIZE OF SANITARY SEWER TELEPHONE PACIFIC BELL
<br />FLOW DIRECTION & SIZE OF STORM CABLE TV MEDIA ONE
<br />sv ®WATER MOKELUMNE ACRES MAINTENANCE DISTRICT
<br />82 WATER LINE SIZE STORM DRAINAGE MOKELUMNE ACRES MAINTENANCE DISTRICT
<br />:V
<br />PP POWER POLE
<br />\ 11 \ GUY ANCHOR
<br />81
<br />CICB CURB INLET CATCH BASIN
<br />EXIST. SSMH Q EXISTING SANITARY TYPE 1 MAINTENANCE HOLE
<br />12
<br />EXIST. SDMH O EXISTING STORM TYPE 1 MAINTENANCE HOLE BENCH MARK DATUM
<br />8 C 13 EX-� EXISTING FLOW DIRECTION & SIZE OF SANITARY SEWER PER U.S.G.S. B.Y. 19-8 1907-45. LOCATION: NORTHWEST
<br />/ EX
<br />SITE
<br />'
<br />L
<br />ZONE C
<br />4"
<br />No adopter joints in
<br />special pipe
<br />WATE 4'
<br />1MA1N
<br />No adapter joints in special pipe
<br />ZONE D
<br />ZONE
<br />®- EXISTING FLOW DIRECTION & SIZE OF STORM CORNER OF MASONIC BUILDING IN THE TOWN OF WOODBRIDGE.
<br />ELEVATION: 45.85 IS MOST CURRENT PER F.E.M.A.
<br />EXISTING WATER LINE SIZE
<br />Z WATER VALVE (INSTALL)
<br />% EXISTING WATER VALVE
<br />W FH FIRE HYDRANT (INSTALL)
<br />V FH EXISTING FIRE HYDRANT SHEET INDEX
<br />5' P.U.E. PUBLIC UTILITY EASEMENT WITH WIDTH
<br />B.C. BEGIN CURVE
<br />PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION O
<br />NOTE: Dimensions are from outside of water main to outside of sewer. E.C. END CURVE 1 KEY SHEET &NOTES
<br />CASE I: New sewer -existing water main
<br />oil crossings shall be at 90• where possible.
<br />B.C.R. BEGIN CURB RETURN
<br />ZONE A: Sewer lines will not be permitted in this zone without special U2 IMPROVEMENT PLAN-WINDWOOD DRIVE
<br />permission from County Environmental Health. E.C.R. END CURB RETURN
<br />ZONE B: Extra strength vitrified clay pipe with compression joints; or
<br />rubber gd plastic pipe conforming to ASTM D3034-81 SDR -35 G.B. GRADE BREAK
<br />specifications.
<br />03 IMPROVEMENT PLAN-RIVERWOOD DRIVE 4 -DETAILS
<br />tions.
<br />ZONE C/D: Where sewer will carry flows from industrial or commercial develop- ¢ STREET SIGN POST
<br />ment class 50 or heavier ductile iron pipe with standard bituminous
<br />coating and approved mechanical joints shall be used. Where sewer STOP SIGN POST ® GRADING PLAN
<br />will carry flows from residential developments only ductile iron pipe
<br />as above, class 200 PVC (DR14 per AWWA 0900) plastic pipe orEXISTING STREET LIGHT (W/30' STD. & 8' ARM)
<br />rubber gasketed pipe conforming to ASTM D3034-81 SDR -35 HIGH PRESSURE SODIUM VAPOR (100 W) h' (150W)
<br />specification may be used. Ieach case a minimum 18 foot length 5 CONSTRUCTION DETAILS
<br />of pipe with no joints shall bee centered of the water main. No jNSTALL STREET LIGHT (W/30' STD. & 8' ARM)
<br />adaptor joints will be allowed closer than 8 feet to the water line. , HIGH PRESSURE SODIUM VAPOR (130 W)-WINDWOODDR
<br />CASE 11: New water main -existing sewer p p (150 w)- iZl reR,V✓O�D t7}� © CONSTRUCTION DETAILS
<br />No water mains shall be constructed without s eclat ermission
<br />from County Environmental Health Dept. L.P. LOW POINT
<br />ZONE B: If the sewer does not meet the ZONE B requirements given above
<br />the water main shall be of class 200 pipe or equivalent. H.P. HIGH POINT
<br />ZONE C: No water mains sholi be constructed without special permission
<br />from the County Environmental Health Dept. If permission is granted, T.C. TOP OF CURB
<br />the sewer shall be encased with reinforced concrete as detailed below,
<br />or reconstructed per case I ZONE C/D requirements. C.O.T.G. CLEAN OUT TO GRADE
<br />ZONE D: The sewer shall be encased with reinforced concrete as detailed below,
<br />or reconstructed per case I ZONE C/D requirements. E3, 0.
<br />ZONE P: Prohibited construction zone. BLOWOFF
<br />-I r 6" No. 4 bars NOTE: ®- EX. B.O. EXISTING BLOWOFF
<br />(1) Sewer lines larger than 24" diameter,
<br />1.. house laterals above pressure voter INV 31.08 PIPE INVERT ELEVATION
<br />.,l Acceptable reinforced mains & sewer lines within 25' of low
<br />concrete encasement head water mains, shall be reviewed
<br />detail (class 8 P.C.C.) and approved by the County EX. 31.08 EXISTING PIPE INVERT ELEVATION
<br />1. ALL WORK SHALL CONFORM to these plans and special provisions for this project.
<br />2. REFER TO THE final map of this subdivision for all centerline and property line data.
<br />3. THE STREET LIGHT system shall be installed by P.G.& E. Company.
<br />4. THE CONTRACTOR SHALL receive an approved set of plans and specifications
<br />prior to beginning construction.
<br />5. BAUMBACH & PIAllA (Engineer) shall set all survey controls and construction
<br />stakes necessary for completion of work. The Contractor shall be responsible
<br />for the preservation of all survey and construction stakes. Survey and
<br />co
<br />netrucIon stakes that are lost or destroyed, due to Contractor's negligence
<br />will be reset by the Engineer at the Contractor's expense.
<br />6. THE EXISTING UNDERGROUND utilities were plotted from available records. The
<br />Contractor shall be responsible for contacting all utility agencies to mark
<br />their facilities in the field before any excavation. The Contractor
<br />shall notify and coordinate all work with any enZ requiring removal or
<br />relocation of their utilities. Pacific Bell, P.G.k E., Cable T.V, Woodbridge
<br />Sanitary District and Mokelumne Acres Maintenance District and U.S.A.
<br />(80) 227-2800.
<br />7. HOUSE SERVICES, fire hydrant laterals and street light conduit shall be installed
<br />prior to curb and gutta conetructio AH upderp ound u ' 'q'� within the street
<br />area, including gas an telephone �as, shall �e l ed prior to paving.
<br />8. ALL MANHOLES are to be set flush with the flush grade, unless otherwise indicated.
<br />9. ALL WATER UNE3 shall have a minimum cover of ST.
<br />10. WATER USED in any phase of construction such as backfill compaction, dust control
<br />W
<br />or other work herein ted, shah be included in the unit price or lump sum
<br />bid for the respective item of construction.
<br />11. CONTRACTOR AGREES THAT he shall sesame sole and complete responsibility for job
<br />site conditions dining the course of construction of this project, including safety for
<br />all persons and property; that this requirement shall apply continuously and not be
<br />limited to normal vorldog ham and that Csatraedor shell defend, kidemsify, said hold the Owner
<br />County and the Engineer harmless from any and all liability, real or alledged, in
<br />connection with the performance of work an this pro jest, erupting for liability arising from the
<br />sole negligence of the Owner or the Engineer.
<br />12. CONTRA R SH1IJ, give Engineer a minimum of 48 hours notification prior to nuking
<br />any utilities.
<br />13. SANITARY SEWER SERVICES shall be marked by the Contractor on the curb & gutter
<br />with an "S" stamped on the top of curb.
<br />14. HATER SERVICES shall be marked by the Contractor with a 'Ir on the curb. Location
<br />of water markings shall be verified is the field by the Engineer.
<br />15. LOT GRADING SHALL be completed before starting any underground construction.
<br />Refer to attached grading plan.
<br />16. SEPARATION OF WATER and sewer including ) and sewer laterals crossing
<br />over water mains " meet or exceedthe latest erde of the State of Celitorma
<br />Department of Health Services.
<br />17. THE CONTRACTOR SHALL be responsible for notifying and co-ordinating all work withuy
<br />eeggsacyy requiring removal or relocation of utilities such as Pacific Bell,
<br />P:G.& E., eta.
<br />18. AIL OFF-SITE WATSR lines shall be ressure tested disinfected, flushed end tested
<br />for bacteria in conformance with the San Joaquin County Health Code
<br />Requirements pnor to connecting to existing water line.
<br />19. AIL OFF-SITE STORY drains shall be cleaned prior to final acceptance.
<br />20. THE CONTRACTOR SHALL visit the site prior to bidding. Specifications are a
<br />separate document.
<br />21. NEW TRAFFIC STRiPBNG and the restoration of any damaged existing painted legends
<br />or signs is the responsibility of the contractor and shall be included in his bid price.
<br />22. WHERE THE WATER cremes 3 or SS use as 18-20' length of CL 200 pipe, centered
<br />over the S3 or SD if; n the water is under the 3S or 3D. bthe vertical
<br />clearance is lees than I too . (Refer to SewerSeparatlon De tall).
<br />23. NO MATERIALS RESULTING from tapping procedures may enter District sewer.
<br />24, VIM WIIL It uil'ed to be i�pected by t�enDepartm�t of Pubic Worm:
<br />coal be notifie oL lees than hours in a ce of comm ii of work
<br />25. IT IS AGREED that field conditions may require change• to these plans. It is
<br />further agreed that the Director of Public Works may require changes,
<br />alterations or additions to theme plans, when the Director deems them to
<br />be nese or desirable for the proper completion of the work, provided
<br />that such as, alterations and additions shall not exceed 10% of the
<br />original estimate the cat for the improvements without prior appal of the county.
<br />26. FIRE HYDRANT BID shall include the following: Tee, d'lateral, Tvalve and complete
<br />fire hydrant assembly.
<br />27. THE CONTRACTOR gay nsttfyS:1. Co. Utilrr//�� Maintenance Division for npprmnl
<br />prior to connecting the water Ime to existing 'water main. Bockftow Preventan Devm'k
<br />28. INSTALLATION Of ALL smilary sewer improvements shell conform to the standards of the a:rtift
<br />Woodbridge Sanitary District, All such work is subject to Ihspection by the District
<br />Engineer. The Contractor shall notify the District Engineer 48 hours
<br />prior to the commencement o any Work on the sanitary seuiersygtem. (209)946-
<br />29. PIPE TYPE and strengths allowed for underground utilities, unless otherwise 0268
<br />on lens, are n follows: Storm Drain SD) -RCP CL III o VC DR35
<br />Sammy Sewer at
<br />per ASTM D303, SDR 35; Water �W�+PV CL15d
<br />or greater per AYWA Std. C-900.
<br />30. All traffic"signs and marl*. (a shell conform to the San Joaquin County Standards and
<br />Manual of U ' orm Traffic Devices".
<br />31. ANY CHANGES TO the approved Improvement Plans and Specifications must be
<br />prepared and certified by the Civil Engineer" and shall be approved by
<br />the "Director" prior to implementation.
<br />32. ALL MATERIALS USED as sanitary sewer system must have written approval from
<br />the District Engineer prior to installation.
<br />33. Well Abandonment: shall be done according to section ro-14l.o Water
<br />Well Abandonment of the County Stru ctura I SDedificatlons and Son J uin
<br />Countv Certificates of Abandonment shall be gtvento the County bef�
<br />rough grading, A licensed waterwell contractor CC-57)shall abandon wells.
<br />Abandonment permit required from Environmental Health.
<br />T1fw1L�lAT7f CLAUSE
<br />d�-.:aiJ #4 bar hoop 24" O.C. Environmental Health Dept.
<br />illl��iL/�1��1��a�ll 11 vi�llV►7L' CL CENTERLINE
<br />The Contractor agrees that he shall assume sole and complete responsibility for job site conditions during"x` W
<br />WATER -SEWER IV HANDICAP RAMP
<br />the course of construction of this project; that this requirement shall apply continuously and not be limited SEPARATION STANDARD S
<br />R/W RIGHT OF WAYQaOFEtigJp�,� q
<br />to normal working hours; and that the Contractor shall defend, indemnify and hold harmless, the County o COUNTY OF SAN JOAOUIN PL PROPERTY LINE ��'N E Pmt?
<br />ov"nucxr or weuc eases
<br />San Joaquin, its elected officials, employees, agents, also the owner and project engineer from any and all SS1ti
<br />LOCATION OF "R° VALUE TESTS PER
<br />claims of litigation, damages and attorney's fees, for personal injury or property damage of whatever nature ANDERSON & ASSOC. SOILS REPORT NO. 59118 Na 02764
<br />Fes oco
<br />which are claimed to have occurred during the term of this project. at -
<br />EXIST. or EX. EXISTING
<br />Co. COUNTY IVI og`'
<br />CONSTRUCTION STAKING LIABILITY WAIVER S • SOIL BORING COUNTY OF SAN N =FC -A A'' �fe
<br />� These Improvement Plans have been prepared with the intent that the firm o1 Bnumbach &Piazza, IncSS ■ SACK SAMPLE: . will DEPARTMENT OF PUBLIC LIC WORKS DRAWN BY:
<br />.9 be performing the construction staking for the complete project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for the purpose of construction staking, notice Is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not assume any responsibility for errrors or omissions
<br />if any, which might occur and which could have been avoided, corrected or mitigated if Baumbach & Piazza,
<br />Inc. had performed the staking work, or if Baumbach & Piazza, Inc. had been contacted prior to staling
<br />regarding any questions of ambiguity in the plans, interpretation of the plans, ore sermg inconsistencies
<br />These Improvement Plans have been prepared with the intent that the firm of Baumbach do Piazza, Inc. will be
<br />contained in these plans.
<br />8888-3BK.DWG
<br />As 13ta*t�-
<br />I%-2 4 - 98
<br />12 CE 144.38
<br />APPROVED BY: SAN JOAQUIN FIRE WARDEN
<br />�.�,.z, zatre'.. 11-21g8
<br />SIGNATI IRF OATF
<br />APPROVED BY: SAN JOAQUIN PUBLIC HEALTH
<br />F-.Ik . 4 E qe . , s2&b 8
<br />APP OVED pY:WOODBRIDGE SANITARY DISTRICT
<br />j %• qS' APPROVED:
<br />KEN KDSEN, DATE
<br />IGINE R WOODBRI ESANITARY_DISTRICT I
<br />APPROVED BY- WOODBRIDGE IRRIGATION DISTRICT NO
<br />1 1 9- 915 z
<br />O
<br />OV BY: W OD GE FIRE DISTRICT
<br />• sin
<br />SIGNATURE DATE
<br />DESCRIPTION
<br />DATE:
<br />RCE
<br />EXP
<br />WINDWOOD UNIT NO. 31J ES
<br />KEY SHEET
<br />PREPARED IN THE 0MCE OF:
<br />BAUMBACH & PIAllA, INC.
<br />CIVIL ENGINEERS
<br />323 WEST ELM STREET
<br />LODI, CALIFORW 95240
<br />SCALE:
<br />AS NOTED
<br />SHEET OF
<br />1 6
<br />DATE: 3117 -99
<br />R.C.E. NO.: 44-
<br />EXP DATE: 3-31-2000
<br />JOB NO.
<br />8888-4
<br />FILE NO.
<br />G-1155
<br />
|