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<br />SERVICES
<br />STREET LIGHTS PRIVATE
<br />SANITARY SEWER PRIVATE SEPTIC SYSTEMS c,f
<br />NATURAL GAS & ELECTRIC P.G.& E. �. \•
<br />TELEPHONE - S B
<br />CABLE TV COMCAST
<br />WATER C S A. N0.43
<br />STORM DRAINAGE C S A. N0.43,�
<br />EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE VARIOUS UTILITIES.
<br />LEGEND
<br />SSMH SANITARY TYPE I MAINTENANCE HOLE
<br />SDMH STORM DRAIN TYPE I MAINTENANCE HOLE `x
<br />.10'SS FLOW DIRECTION As SIZE OF SANITARY SEWER
<br /><15"SD FLOW DIRECTION & SIZE OF STORM
<br />W
<br />WATER LINE SIZE
<br />Pp' �' EXISTING POWER POLE
<br />EXISTING GUY ANCHOR
<br />CICB DEC TYPE I CURB INLET CATCHBASIN o
<br />EXSSMHC' EXISTING SANITARY TYPE 1 MAINTENANCE HOLE
<br />FxSDMH n EXISTING STORM TYPE I MAINTENANCE HOLE
<br />ExIO'SS EXISTING FLOW DIRECTION & SIZE OF SANITARY SEWER ,n
<br />eExl5 SO EXISTING FLOW DIRECTION & SIZE OF STORM
<br />Fx-Fill EXISTING WATER LINE SIZE
<br />S INSTALL WATER VALVE
<br />Z EXISTING WATER VALVE o
<br />Y FH INSTALL FIRE HYDRANT
<br />�iFH EXISTING FIRE HYDRANT
<br />5' P.U.E. PUBLIC UTILITY EASEMENT WITH WIDTH
<br />B.C. BEGIN CURVE
<br />E . END CURVE
<br />EX. or EXIST. EXISTING
<br />CO COUNTY
<br />B.C.R. BEGIN CURB RETURN
<br />E C R, END CURB RETURN
<br />G B. GRADE BREAK
<br />+ STREET SIGN POST
<br />STOP SIGN POST
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<br />6
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<br />1.63 ACRES t
<br />lACRES
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<br />103 ACRES t
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<br />EXISTING STREET LIGHT (W/30 STD, & 8' ARM)
<br />"< HIGH PRESSURE SODIUM VAPOR (150 W)�'
<br />INSTALL STREET LIGHT (W/0STD. & 8' ARMS
<br />HIGH PRESSURE SODIUM VAPOR (150 W) .aZ Jho
<br />EXCEPT WHERE NOTED i /'
<br />LP. LOW POINT ��
<br />[i.p. HIGH POINT �.°
<br />TC TOP OF CURB 'w ,
<br />CO.T.G. CLEAN OUT TO GRADE
<br />* BO BLOWOFF
<br />Q ExBO EXISTING BLOWOFF
<br />INV 31.08 PIPE INVERT ELEVATION
<br />BY 31.08 EXISTING PIPE INVERT ELEVATION
<br />4; CENTERLINE
<br />"®' HANDICAP RAMP
<br />R;W RIGHT OF WAY
<br />PL PROPERTY FINE
<br />1 B-4 LOCATION OF BORINGS DRILLED PER
<br />{� KLEINFELDER SOILS REPORT PROJECT N0. 20 3341 01, DATED MAY 10,1990
<br />SIDE INLET CATCH BASIN
<br />PROPOSED SURVEY MONUMENT BOX (FRAME AND COVER)
<br />INDEMNITY CLAUSE
<br />The Contractor agrees that he shall assume sole and complete responsibility for job site conditions
<br />during the course of construction of this project, that this requirement shall apply continuously and
<br />not be limited to normal working hours, and that the Contractor shall defend, indemnify and hold
<br />harmless the Owner, Project Engineer, San Joaquin County, and Lockeford Community Services District
<br />from any and all claims of litigation, damages and attorneys fees for personal or property damage of
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<br />These Improvement Plans have been prepared with the intent that the firm of Baumbach & Piazza, Inc will
<br />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 staking a .•
<br />regarding any questions of ambiguity in the plans, interpretation of the plans, or engineering inconsistencies �w
<br />contained in these plans. f
<br />GENERAL NOTES
<br />I. 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 cemorHme and property line data.
<br />3. THE CONTRACTOR SHALL receive an approved set of plans and specifications prior to
<br />coaiunin, censtalctlon.
<br />4. BAUMBACH & PIAllA (Engineer) shall set all survey coulids and ronstudion sl -ekes
<br />=l necessary [or completion of work. The Contractor shall be responsible for the press -
<br />all survey and construction stakes. Survey and construction stakes that
<br />are lost or destroyed, due to Contractor's negligence will be reset by the Engineer at
<br />the Contractors expense.
<br />5_ THE EXISTING UNDERGROUND utilities were plotted from avaluble records. The
<br />Contractor shall be responsible for coutaetlng all utility agencies to mark their
<br />facilities in the field before any excavation. The Contractor shall notify and
<br />coordinate all work with any agency requiring removal or relocation of their utilities.
<br />S.B.C., P.G.& E, Cable T'.V. and it SA. (800) 227 2600.
<br />6, Fire Hydrant k water service laterals and street light mndut shall be installed
<br />prior to paving construction, All underground utilities wtor the street
<br />area, including gas and telephone lines, shall be installed prior to paving
<br />7. All, MANHOLES are to be set flush with the [rash grade, unless otherwise indicated.
<br />8. ALL WATER LINES shall have a minimum cover of 30
<br />9. WATER USED in any phase of construction.. such as backfill cmnpaetior dust control
<br />testing or other work herein required, shall as included in the suit price or
<br />lump sum bid for the respective item of construction. Non -Potable Water shall be uased.
<br />10- CONTRACTOR AGREES THAT he shall assume sole and complete respon [filly for !old site
<br />conditions duringthe course of construction of this project, including safet' for all
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<br />persons and piopery that File requirement hall apply continuously and not be limited
<br />to normal working hours one that Contractor shall defend, Iridernmfyand hold the
<br />Owner, Project Engineer, San Joaquin County ISM narmless from any and all eaoJitv.
<br />real or alleged in connection with the performance of work on this project,
<br />excepting for liability arising from the sole negligence of the Owner, Project Engineer.
<br />San Joaquin County (SJC).
<br />It. CONTRACTOR SHALL give Engineer a minimum of 48 hours notification prior to staking
<br />any utilities
<br />12. LOT GRADING SHALL he completed before starling any underground construction,
<br />Refer to al:achecgP
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<br />13. ALL WATER LINES shall be disinfected. flushed and tested for bacteria in conlormance.
<br />with the AWWA C681rior to connecting to existing water line The number of
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<br />hacls ioca'I tests shall be determined by San Joaquin County staff Can Joaquin
<br />County is responsible for inspection and testing of the slormwa.er system.
<br />14. ALL WATER LINESshall be pressure tested per the latest SIG standards Pipeline,
<br />failing pressure test shall be repaired and retested. Contractor to provide all
<br />necessary equipment for testing and provide at least 48 hours 'mice to SJC.
<br />15- THE CONTRACTOR SHALL visit Hie site prior to bidding. Specifications are a separate
<br />document
<br />I6. NEW TRAFFIC STRIPING and the removal and restoration of any damaged existing
<br />painted legend or signs is the responsibility of the contractor and shall be included
<br />in his bid price.
<br />17. THE CONTRACTOR SHALL be responsible, for notifying and co-ordinating all work with
<br />env agency cash ring removal or relocation of utilities such as SBC. P.G.&E..
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<br />etc.
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<br />18. ALL WORK WILL be inspected b the Jan Joaquin Count public Works De ail merit adC'
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<br />shall inspect the Well Site along with all of the waters stem The De ailment of Public
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<br />Works shall be notified not less than 48 hours in advance for inspection No water
<br />pipeline shall be buried prior to inspection by Public Works Department staff.
<br />IECORn OR
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<br />X11 inform^4JM Pv incnoMi^" ,
<br />APPROVED BY SAN JOAQUIN COUNTY FIRE WARDEN
<br />&-e Aver- q-z1.a
<br />DATE
<br />APPROVED BY SAN JOAQUIN COUNTY PUBLIC HEALTH
<br />DATE
<br />CAUTION!!
<br />0 rh 1
<br />DO NOT SCALE THIS
<br />DRAWING IF BAR DOES
<br />NOT MEASURE 1INCH
<br />-
<br />BY CLEMENTSBvIRZ DISTRICT
<br />DATE
<br />ALL WORK WITHIN CALTRANS RIGHT-
<br />OF-WAY SHALL BE DONE UNDER THE
<br />CALTRANS ENCROACHMENT PERMIT AND
<br />ACCORDING TO CALTRANS STANDARDS.
<br />CALTRANS SHALL APROVE ALL WORK
<br />WITHIN ITS RIGHT-OF-WAY PRIOR TO
<br />COMMENCEMENT OF SUCH WORK.
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<br />BB&12
<br />SITE STRIE
<br />VICINITY MAP
<br />NOT TO SCALE
<br />R.C.E. NO.: 6533 EXP. DATE 630
<br />IRE OR OF PUBLIC WORKS DATE
<br />COUNTY OF SAN JOAQUIN
<br />COUNTY APPROVAL
<br />N0. DESCRIPTION : AOPDM av nnTw
<br />19. IT IS AGREED that field conditions may -equl changes to these plans. It n= further
<br />agreed that the San Joaquin County may require changes, alterations or additions to
<br />these plans- when the Director deems them to be necessary or desirable for the
<br />proper completior of [Ce wort.
<br />20. FIRE HYDRANT BID shall include the following Tee 6 aterel, 6bahe and comtele
<br />fire hydrant assembly.
<br />21. THE CONTRACTOR SHALL notify the SIC for approval prior to connecting the water
<br />line to existing water main Backflow prevenLoi creme is to be certified.
<br />22. PIPE TYPE and strengths allowed for underground firdnies unless otherwise sper.f ed
<br />on plans, are as follows:
<br />Water (W)=PVC CLAW or greater iter AWWA Std. C-900
<br />28 All traffic signs and markings shall conform to the San Joaquin County Standards
<br />'Manual on Uniform Traffic Control Devices and Traffic Control Plans and the
<br />latest edition of Caltrans Traffic Manual.
<br />24 ANY CHANCES TO lire approved Improvement Pians and Specihrators must be pre
<br />pared and certified by the "Civil Engineer' and shall be approved by the Director
<br />prior to implementation.
<br />25. THE CONTRACTOR all coordinate a preconArnd:or meeting between himself.
<br />the Engineer, the Pubhe Agencies and Burnt fill at _east 48 hours
<br />prior to commencing work
<br />26. Install a reflective, blue marker near the center line of the sheet to denote
<br />the fire hydrant location.
<br />27_ Material sampling and testing shall be the responsibility of the contractor All
<br />resale shall be sent to the County Inspector.
<br />281 The Contractor shall obtain an Encroachment. Permit from SIC for all work within
<br />the existing street right-of-way
<br />29. The Contractor shall obtain a grading permit from the SIC Building Division for Final Lot Grading, only.
<br />30. The owner shall have compaction tests taken for street subgiade, ntilily trenches
<br />and lot fill Any required retests will be at the contractors expense -
<br />The Contractor shall call for tests and submit the results to the
<br />County as soon as possible, Soils that fail compaction testing shall be
<br />removed, recompacted and treated at the contractors expense.
<br />31_ All construction and materials shall be in accordance with the latest edition of
<br />the San Joa9 inn County Improvement „landards.
<br />32. Finala vement work shall not occur within the road right-of-way prior to
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<br />completion of utility relocation without specific aaproval of the Director.
<br />33- A Traffic Control Plan DTCPshall be submitted to and deemed acceptable b
<br />County ata minimum of two (21 weeks prior to start of work. This shall
<br />address all phases of work, whish will impact public traffic. Conformance
<br />with the TCP shall be maintained at all times.
<br />34. Whenever pavement is broken or cut in the installation of the work covered by the
<br />specifications, the pavement shall be replaced after proper backfilling with pavement
<br />materials equal to or better than the materials used in the original paving.
<br />35. Drainage facilities shall be maintained during periods of Inclement weather and
<br />restored to their original conduions upon completion of work.
<br />36. Contractor shall verify all street names with San Joaquin County Community
<br />Development Department before ordering street signs.
<br />37, Refer to Major Subdivision Application lication No. PA -03-569
<br />I
<br />38 All references to Standard Plan Details are San Joaquinuin County Standard Plans.
<br />unless otherwise octad.
<br />39. All water facilities shall be tested in accordance with SJC standards.
<br />40. Contractor shall submit all material specifications for water facilities
<br />to SJCPWD for approval prior to construction.
<br />41, The Contractor will save and protect all Oak Trees over 6' in diameter .
<br />42. An encroachment permit from CalTrans shall be required for any work
<br />within State Highway Route 88 right -of way.
<br />43. Any construction activity that results 1n the disturbance of at least one acre
<br />of soil shall require a State NPDES construction permit
<br />44, Driveways shall be graded to drain towards main road.
<br />EROSION & SEDIMENT CONTROL NOTES
<br />REFER ALSO TO PROJECT "STORM WATER POLLUTION PREVENTION PLAN' (SW.P P P.) FOR EROSION CONTROL PLAN.
<br />45. Notice of Intent (NOQ for State General NPDES Construction Permit is required prior to site work.
<br />46, Reference WDID g 5S39C331709.
<br />47. All catch basins shall be protected and filtered until the completion of the project. If site work extends into
<br />the rainy season other measures may be taken as required b the Count at no additional cost to the owner
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<br />refer to S.W.P.P.P. All storm drainage traps shall be cleaned poor to acceptance.
<br />48. Cost of erosion control and other items of winterization shall be included in an Item entitled Erosion Control
<br />and Winterization"
<br />SHEET INDEX
<br />KEY SHEET & NOTES
<br />G2
<br />WELL SITE
<br />DETAILS
<br />1j3
<br />STORM DRAINAGE BASIN
<br />DETAILS & STREET SECTIONS
<br />14i
<br />POND ACCESS ROAD
<br />DETAILS
<br />15
<br />WELL DETAIL
<br />GRADING PLAN
<br />18)
<br />WELL DETAIL
<br />UTILITY PLAN
<br />�'
<br />WELL HOUSE DETAIL
<br />STREET LIGHTING PLAN
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<br />TITLE SHEET
<br />ATHEARN STREET
<br />STATE HIGHWAY NO. 12 & 88
<br />ANDERSON STREET
<br />\19
<br />IMPROVEMENT PLAN
<br />B STREET
<br />STATE HIGHWAY NO. 12 & 88
<br />OAK MEADOW LANE
<br />'?O
<br />STRIPING AND SIGNAGE
<br />HIGHWAY NO. 12 & 88
<br />NOTE:
<br />REFER TO PROJECT "STORM WATER POLLUTION PREVENTION PLAN" (S WP P P) FOR EROSION CONTROL PLAN
<br />CLEMENTS OAKRIDGE ESTATES DRAWN By E. S.
<br />KEY SHEET & NOTES SCALE I "=100'
<br />D IN THE OFFICE OF SHEET 1 OF 20
<br />BAUMBACH & PIAllA INC.
<br />CIVIL ENGINEERS DATE: 15r-1 %O S JOB N0,
<br />323 WEST ELM STREET 0358
<br />ODI, CALIFORNIA 240 R.C.E. NO.: �� _
<br />DESIGNED R THE SUP ISIO OF: FILE NO.
<br />nRctr.N wurtuvw9 EXP DATE 3-V-0 G-1274
<br />
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