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LEGEND GENERAL NOTES
<br /> \ \ SSMH • SANITARY TYPE 1 MAINTENANCE HOLE 1. ALL WORK SHALL CONFORM to these plans and special provisions for this project.
<br /> \ SDMH • STORM DRAIN TYPE I MAINTENANCE HOLE 2. REFER TO THE parcel map of this subdivision for all centerline and property line data.
<br /> \ \
<br /> <= FLOW DIRECTION & SIZE OF SANITARY SEWER
<br /> \ 3. THE CONTRACTOR SHALL receive an approved set of plans and specifications prior to beginning
<br /> \ 12 SD FLOW DIRECTION & SIZE OF STORM DRAIN
<br /> \ B N WATER LINE SIZE construction.
<br /> \ CICB QI➢ TYPE 1 CURB INLET CATCHBASIN 4. BAUMBACH & PIAllA (Enginaer) shall set all survey controls and construction stakes necessary for
<br /> ExSSMH O EXISTING SANITARY TYPE 1 MAINTENANCE HOLE completion of work. The Contractor shall be responsible for the preservation of all survey and construction
<br /> \ ExSDMH O EXISTING STORM TYPE 1 MAINTENANCE HOLE stakes. Survey and construction stakes that are lost or destroyed, due to Contractor's negligence will be
<br /> \ \ Ex6 ss EXISTING FLOW DIRECTION & SIZE OF SANITARY SEWER reset by the Engineer at the Contractor's expense.
<br /> IX12 SD EXISTING FLOW DIRECTION & SIZE OF STORM DRAIN 5. THE EXISTING UNDERGROUND utilities were lotted from available records. The Contractor shall be
<br /> EXISTING WATER LINE SIZE P
<br /> EXISTING WATER VALVE responsible for contacting all utility agencies to mark their facilities in the field before any excavation. The
<br /> P.U.E. 10' PUBLIC UTILITY EASEMENT WITH WIDTH Contractor shall notify and coordinate all work with any agency requiring removal or relocation of their
<br /> B.C. BEGIN CURVE utilities. S.B.C., P.G.& E., Cable T.V., Lockeford Community Services District (LCSD) and U.S.A. (800) 227-2600.
<br /> \ E.C. END CURVE 6. HOUSE SERVICES, fire hydrant laterals and street lig ht conduit shall be installed prior to curb and utter
<br /> \\ \ CO. COUNTY construction. All underground utilities within the streetarea, including gas and telephone lines, shall be
<br /> \ G.B. GRADE BREAK
<br /> \ L.P. LOW POINT installed prior to paving.
<br /> '~ H.P. HIGH POINT 7. ALL MANHOLES are to be sp' flush with the finish grade, unless otherwise indicated.
<br /> / \ T.C. TOP OF CURB 8. ALL WATER LINES shall :lave a minimum cover of 30".
<br /> / C.O.T.C. CLEAN OUT TO GRADE 9. WATER USED in any phase of construction, such as backfill compaction, dust control testing or other
<br /> PARCEL 1 / / \ INV 31.08 PIPE INVERT ELEVATION work herein required, shall be included in the unit price or lump sum bid for the respective item of
<br /> \ EX. 31.08 EXISTING PIPE INVERT ELEVATION construction. Contact LCSD for meter.
<br /> / \ R/W RIGHT OF WAY
<br /> \ PL PROPERTY LINE 10. CONTRACTOR AGREES THAT he shall assume sole and complete responsibility for job site conditions during
<br /> \ \ A L.C.S.D. LOCKEFORD COMMUNITY SERVICE DISTRICT the course of construction of this project, including safety for all persons and property; that this
<br /> \ / requirement shall apply continuously and not be limited to normal working hours and that Contractor shall
<br /> defend, indemnity, and hold the Owner, Project Engineer, San Joaquin County (SJC) and LCSD harmless from
<br /> \ \ any and all all liability, 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, San Joaquin County
<br /> _ \ (SJC) or LCSD.
<br /> / o \\ 11. CONTRACTOR SHALL give Engineer a minimum of 48 hours notification prior to staking any utilities.
<br /> \ \
<br /> 12. SANITARY SEWER SERVICES shall be marked by the Contractor on the curb & gutter with an "S" stamped
<br /> //\ on the top of curb.
<br /> / \
<br /> \ \
<br /> 13. WATER SERVICES shall be marked by the Contractor with a "W" r-, she curb. Location of water markings
<br /> shall be verified in the field by the Engineer.
<br /> / \ \ 14. SEPARATION OF WATER and sewer mains (including crossings) and sewer laterals cross- ing over water
<br /> mains shall meet or exceed the latest standards of the State of California Department of Health Services.
<br /> 15. WHERE THE WATER crosses SD or SS use an 18-20 foot length of C900-CL 200 pipe, centered over Lite SS
<br /> \ or SD if; a) the water is under the SS or SD. b) the vertical clearance is less than 1 foot.
<br /> / / � \\ 16. ALL WATER LINES shall be disinfected, flushed and tested for bacteria in conformance with the AWWA C681
<br /> PARCEL 2
<br /> \ / \ \�� \ prior to connecting to existing water line. The number of bacteriological tests shall be determined by LCSD
<br /> \ staff. SIC is responsible for inspection and testing of the storm water system.
<br /> 17. ALL WATER LINES shall be pressure tested per the latest LCSD standards. Pipelines failing pressure test
<br /> / shall be repaired and retested. Contractor to provide all necessary equipment for testing and provide at
<br /> least 48 hours notice to LCSD.
<br /> \ / \ 18. ALL STORM DRAINS shall be cleaned prior to final acceptance.
<br /> \ \ \ 19. THE CONTRACTOR SHALL visit the site prior to bidding. Specifications are a separate document.
<br /> 20. NEW TRAFFIC STRIPING and the removal and restoration of any damaged existing painted legend or signs
<br /> is the responsibility of the contractor and shall be included in his bid price.
<br /> \ \ \ 21. THE CONTRACTOR SHALL be responsible for notifying and coordinating all work with any agency requiring
<br /> \ removal or relocation of utilities such as S.B.C., P.G.&E., etc.
<br /> 22. NO MATERIALS RESUITIt!; from tapping procedures may enter District sewer.
<br /> /
<br /> ORCHARD V W CT. / 23. ALL WORK WILL be inspected by the San Joaquin Ccul.ty Department of Public Works. No water or sewer\ pipeline shall be buried prior to inspection by LCSD staff.
<br /> \ \ \ )p 24. IT IS AGREED that field conditions may require changes to these plans. It is further agreed that the LCSD
<br /> \� or SIC may require changes, alterations or additions to these plans, when the Director de(ms them to be
<br /> necessary or desirable for the proper completion of the work.
<br /> \ 25. PIPE TYPE and strengths allowed for underground utilities, unless otherwise specified on plans, are as
<br /> PARCEL 3 - - \ follows: Storm Drain (SD)=RCP CL III or PVC (SDR35); Sanitary Sewer (SS)=PVC per ASTM D3034 minimum, SDR
<br /> 35; Water (W)=PVC CLI50 or greater per AWWA Std. C-900.
<br /> / 26. ALL traffic signs and markings shall conform to the San Joaquin County Standards, "Manual on Uniform
<br /> Traffic Control Devices (MUTCO), MUTCO California Supplement, "Manual on Uniform Traffic Control Devices and
<br /> / \ Traffic Control Plans" and the latest edition of Caltrans Traffic Manual.
<br /> / \ 27. ANY CHANGES TO the approved Improvement Plans and Specifications must be prepared and certified by
<br /> °' E MoV TR \� // \• the "Civil Engineer" and shall be approved by the "Director" and LCSD prior to implementation.
<br /> AvD °rH REE TREES / 28. ALL MATERIALS USED as sanitary sewer system must have written approval from the District Engineer
<br /> /
<br /> \ A-r NEAREST LocATlor.►\ / prior to installation.
<br /> - \ 29. THE CONTRACTOR shall coordinate a preconstruction meeting between himself, the Engineer, the Public
<br /> Agencies, and Public Utilities at least 48 hours prior to commencing work.
<br /> 30. Material sampling and testing shall be the responsibility of the contractor. All results shall be sent to
<br /> the LCSD and County Inspector.
<br /> \ � / 31. The Contractor shall obtain an Encroachment Permit from SJC for all work within the eitisting street
<br /> \ \ / right-of-way.
<br /> \ / 32. For Water Main under a Sanitary Sewer lateral crossing, a 20 foot length of Class 200 (C-900) pipe shall
<br /> \ / be installed and centered at the sewer crossing. The vertical separation shall be four inches minimum.
<br /> \ /
<br /> \ ?3. The owner shall have compaction tests taken for street subgrade, utility trenches and lot fill. Any
<br /> required retests will be at the contractor's expense. Sanitary Sewer trench compaction tests shall be done by
<br /> Q / a qualified soils testing laboratory. The Contractor shall call for tests and submit the results to the LCSD
<br /> \ / ano V'ounty as soon as possible. Soils that fail compaction testing shall be removed, recompacted and treated
<br /> \ /v at the contractors expense.
<br /> \ _ / / 34. All construction and materials shall be in accordance with the latest edition of the San Joaqu'n County
<br /> / Improvement Standards. All water & sewer materials shall be in accordance with the latest edition of the
<br /> LCSD Improvement Standards.
<br /> \\ / 35. Final pavement work shall not occur within the road right-of-way prior to completion of utility
<br /> PARCEL 4 relocation without specific approval of the Director.
<br /> w \ / 36. A Traffic Control Plan (TCP) shall be submitted to and deemed acceptable by County at a minimum of
<br /> /
<br /> two (2) weeks prior to start of work. This shall address all phases of work, which will impact public traffic.
<br /> - \ +.�► _ /// ,c e0c�` Conformance with the TCP shall be maintained at all times.
<br /> o 37. Whenever pavement is broken or cut in the installation of the work covered by the specifications, the
<br /> ��o pt pavement shall be replaced after proper backfilling with pavement materials equal to or better than the
<br /> materials used in the original paving.
<br /> 38. Drainage facilities shall be maintained during periods of inclement weather and restored to their original
<br /> conditions upon completion of work.
<br /> 39. Contractor shall verity all street names with San Joaquin County Community Development Department
<br /> before ordering street signs.
<br /> 40. All references to Standard Plan Details are San Joaquin County Standard Plans, unless otherwise noted.
<br /> SITE 41. All water & sewer facilities shall be tested in accordance with LCSD standards.
<br /> / / 42. Contractor shall submit all material specifications for water and sewer facilities to LCSD for approval
<br /> / prior to construction
<br /> �FEss
<br /> FOR STORM DP.AIN ONLY
<br /> / 0E516,NATED / SCALE: 1 =30' COUNTY OF SAN JOAQUIN I , 14 ,y,� )
<br /> REMAINDEA /�,� y �XC`z NT F UB C WORKS exp -,/3f)ip
<br /> ��
<br /> APPROVED: YDEP RTE
<br /> SENIOR CIVIL ENGINEER ' DATE r F „nUFj
<br /> / R.C.E. NO.: 3 3 EXP. DATE:6/3o/497
<br /> ALBIN PARCELS DRAWN BY: WEG
<br /> VICINITY ►IAP CDIRECTOR OF OUNTY OF SAN WORKS DATE SCALE: 1a_30�
<br /> / NOT To SCALE KEY SHEET
<br /> APPROVED BY SAN JOAQUIN FIRE WARDEN APPROVED BY LOCKEF 0 DISTRICT `�Y�Es . • e o, COUNTY APPROVAL PREPARED IN THE OFFICE OF: SHEET OF
<br /> l N V o �. �. N0. DESCRIPTION
<br /> •Fc�n )( APPROVED BY DATE
<br /> CAUTION.. BAUMBACH 8k. PIAZZA, INC. 1
<br /> • CIVIL ENGINEERS
<br /> / DATE DATE r rn 323 W FST ELM STREET DATE: �IZL�a JOB N0.
<br /> APPROVED BY SAN JOAQUIN PUBLIC HEALTH AP PRO E B MOKELUMN F E DISTRICT 1 0 1 z 1 2 LODI, CALIFORNIA 95240 04031 -
<br /> x" R.C.E. NO.: Sa r//L
<br /> DO NOT SCALE THIS s DESIGNEf3UND RTHf SUPE ISION OF: FILE NO.
<br /> 0 • o" 4 //. J EXP DATE: ! ° 30.101W 7
<br /> / t .' � DRAWING IF BAR DOES � � � 1
<br /> DAT DAT *F "�° NOT MEASURE 1 INCH. G - 1.44
<br /> DESIGN ENGINEER
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