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ABBREVIATIONS
<br />.AB
<br />AGGREGATE .BASE
<br />PRC
<br />POINT OF REVERSE CARVE
<br />AC
<br />ASPHALT CONCRETE
<br />PVMT
<br />PAVEMENT
<br />ACP
<br />ASBESTOS CEMENT PIPE
<br />PL oRit
<br />PROPERTY LINE
<br />ASB
<br />AGGREGATE SUB -BASE
<br />R
<br />RAD:IUS
<br />BC
<br />BEGINNING OF CURVE
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />BK
<br />BACK
<br />RP
<br />RETURN POINT OF CURB
<br />BM
<br />BENCH MARK
<br />S
<br />SANITARY SEWER
<br />BO
<br />BLOB -OFF
<br />IBM
<br />TEMPORARY BENCH MARK
<br />BVC
<br />BEGINNING OF VERTICAL CURVE
<br />TC
<br />TOP OF CURB
<br />CB
<br />CATCH BASIN
<br />VC
<br />VERTICAL CURVE
<br />CL OR (t
<br />CENTERLINE
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />CO
<br />CLEAN OUT
<br />W
<br />WATER
<br />D
<br />STORM DRAIN
<br />HP
<br />HIGH POINT
<br />DI
<br />DRAIN INLET
<br />IVY
<br />INVERT ELEVATION,
<br />I
<br />EC
<br />ENO OF CURVE
<br />LF
<br />LINEAL FEET
<br />ELkV
<br />ELEVATION
<br />LII
<br />LAMPHOLE
<br />EP
<br />EDGE OF PAVEMENT
<br />LP
<br />LOW POINT
<br />EVC
<br />END OF VERTICAL CURVE
<br />Mil
<br />MANHOLE
<br />FC
<br />FACE OF CURB
<br />MON
<br />MONUMENT
<br />FH
<br />FIRE HYDRANT
<br />FL oIe
<br />FLOW LINE
<br />G
<br />GRADE
<br />6 B
<br />GRADE BREAK
<br />'
<br />LEGEND
<br />--TV--- CABLE TELEVISION
<br />---011-- EXISTING OVERHEAD LINE
<br />-6- GAS LINE
<br />-�� SANITARY SEWER
<br />STORM DRAIN
<br />T TELEPHONE
<br />E---- UNDERGROUND ' POWER LINE
<br />--W--- WATER LINE
<br />0 MANHOLE
<br />' CATCH BASIN
<br />® GAS METER
<br />10 WATER METER
<br />--� BLOW -OFF
<br />--flQ--- WATER VALVE
<br />A FIRE HYDRANT
<br />-- STREET SIGN
<br />OQ POWER POLE
<br />Or TELEPHONE PULE
<br />-�--R-r BARRICADE
<br />-x-� -- FENCE
<br />1#� RAILROAD
<br />�--3x ELECTROLIER
<br />-•----•-+c LAMPHOLE
<br />.0 CURB, GUTTER a SIDEWALK.
<br />SIDEWALK
<br />DRIVEWAY
<br />® CONFORM PAVEMENT
<br /><:.. WIIEELC IIA 1 R RAMP
<br />SANITARY'SEWER SERVICE
<br />TOP OF CURB ELEVATION
<br />A COMMON LOT JLI NE FOR DRIVEWAY LUCA I [III
<br />0 MONUMENTS SET IN CAST IRON BOX
<br />4 MONUMENTS FOUND IN CAST IRON BOX
<br />NOTE TO DEVELOPERS
<br />AND CONTRACTORS:
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT
<br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING THE CONSTRUCTION
<br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING
<br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE
<br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE
<br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS
<br />OR OMISSIONS, IF ANY,, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE
<br />STAKING WORK.
<br />CALL USA TOLL FREE
<br />800-642--.2444
<br />BEFORE PLANTING TREES TRENCHING, DIGGING -FENCE POST HOLES,
<br />CALLTUNDWROUNlD §ERVICEAALERT F�RIR UNNEAGROUNDPCLEIIRAGCETC•,
<br />11SA WILL
<br />UND PROVIDEFACIINFORMATION
<br />TIES FOR AIOUT, OR LOCATE ANY MARK
<br />.UNUERGRO
<br />IMPROVEMENT
<br />PLANS
<br />FOR
<br />TRACT
<br />NO.
<br />2246
<br />THE WILLOWS
<br />BEING A PORTION OF SECTION 6,
<br />TOWNSHIP 2N,RANGE 7 EAST, MOUNT
<br />DIABLO BASE 8► MERIDIAN
<br />SAN JOAQUIN COUNTY, CALIFORNIA'
<br />MARCH @ 1989
<br />RLC ASSOCIATES
<br />CONSULTING CIVIL ENGINEERS
<br />(209) 239-8007
<br />EIGHT
<br />SITE
<br />MILE ROAD
<br />T2N
<br />McFarland Ln.
<br />MORADA
<br />+ O a.
<br />3
<br />cu MORADA - ° EASTVII=W U o`a� a Roberta
<br />fu LL
<br />C
<br />SCHOOL d
<br />Drive ,�'� PI.
<br />i VICINIlrY MAP
<br />ow
<br />Not TO SCALE
<br />SHEET 41NDEX
<br />0
<br />.CCNER
<br />2 . TOPO 84 DEMOLITION
<br />3 .GRADING 8► DRAINAGE
<br />4 .WATER PLAN
<br />5 .STORM DRAIN PLAN
<br />PLAN 81 PROFILE
<br />6-. -CHANTEL LANE -
<br />7 ,CHANCEL LANE
<br />8 . E4. GRECO DRIVE
<br />QUASHNICK ROAD
<br />9 .EIGHT. MILE ROAD
<br />EL SANJON DRIVE
<br />10. STANDARD DETAILS
<br />. WELL PROFILE & DETAILS
<br />12 . PRESSURE TANK 8c WELL SITE
<br />13. STORM DRAIN POND
<br />PROJECT RECORD DOCUMENT
<br />TINS DOCUMENT 1IAS nEEN PREPARED DY CDA SOLELY FROM
<br />'AS•SUILT• OWORMATION PROVIDED DY TIN[ GENERAL
<br />CONTRACTOR FOR TIIM PROJECT, CONSTRUCTN]N ITEMS
<br />SHOWN ItEREIN AS "CLOUDED' ARE OEVIATH" FROM TO IE
<br />ORIGINAL. APPROVED DESIGN. ALL OTI4ER CONSTRUCTION
<br />IS ASSUMED TO IIAVE OCCURRED PER 'PLAN', TO WITHIN
<br />STANDARD CONSIRUCTION ALLOWANCES.
<br />DATE PREPARED:
<br />N0. 22918
<br />t V.
<br />UTILITY COMPANIES:
<br />WATER i STORM, DRAINAGE:
<br />COUNTY SERVICE AREA #46
<br />SANITARY SEWER:
<br />PRIVATE SEPTIC SYSTEMS
<br />TELEPHONE:
<br />PACIFIC BELL
<br />44 W. YOKUTS AVE.
<br />STOCKTON CA 95207
<br />PHONE: (�()9) 474-4700
<br />Ej% rA N S I ON PLAN GAS 9 ELECTRIC:
<br />PACIFIC GAS a ELECTRIC CO.
<br />a 4040 N . WEST LANE
<br />STOCKTON95210
<br />1�4 • X` SECTION PHONE- ( 09T 466-4581
<br />EIGHT MILE ROAD 85 QUASHNICK ROAD
<br />SPECIFICATIONS: '
<br />1. ALL IMPROVEMENTS TO BE WK SHALL BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS THE COUNTY OF JOAQUIN IMPROVEMENT SPECIFICATIONS
<br />AND STANDARDS, Ad THE LAT BITION OF THE STATE OF CALIFORNIA
<br />WPIRTME11T OF TRANSPORTATI [VISIONS OF HIGHWAYS STANDARD
<br />SPECIFICATIONS.
<br />2. BENCH MARK: 5,4,(/_7229,0t1/A/ 6gV,vrY g.Af. 76 9e45.s CAP e-ew__aA2r /-'*01
<br />Al 1.q4-4-FFX4v4N6& ! ZPVrET - 37a,0/.
<br />rr v, f7E; o
<br />3. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF WORK IN
<br />GENERAL TERMS
<br />GENERAL PRACTICEEIS TO PRUAIL IS
<br />DUTHAT ONLY
<br />THAT
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />4• ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND
<br />WILL BE MAD HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP
<br />OF STAKES.OR NAILS, UNLESS OTHERWISE NOTED:
<br />THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES,
<br />GRADES OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES UNTIL
<br />AUTHORIZED TO REMOVE THEM BY THE ENGINEER, ALL EXPENSES INCURRED
<br />IN REPLACING STAKES THAT -HAVE BEEN REMOVED WITHOUT PROPER
<br />AUTHORITY SHALL BE PAID FOR BY THE GENERAL CONTRACTOR.
<br />5. ALL MANHOLE, LAMPHOLE AND WATER VALVE CASTINGS AND COVERS SHALL BE
<br />ADJUSTED TO FINISH GRADE BY THE PAVING CONTRACTOR AFTER STREET
<br />IMPROVEMENTS ARE COMPLETE.
<br />•6. �• CONTRACTOR TO PROVIDE COMPACTION TESTS
<br />S S UIRED BY THE SAN JOAQUIN COUNTY, AT THE
<br />CONTRACTOR'S EXPENSE,
<br />7. U051 Q APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE
<br />ALLEVIA R PREVENTION OF DUST NUISANCE, AT THE CONTRACTOR'S
<br />EXPENSE,
<br />8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL STATE AND FEDERAL
<br />SAFETY REGULATIONS PERTAINING TO HIS OPERAtIONS. HE SHALL PROVIDE
<br />ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY
<br />FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION IS CALLED TO THE
<br />CHAPTERMANTARTICLET6E 8UCAVATIIONSA ADMINISTRATIVE CODE,
<br />ALSO SECTION 5 OF SAA JOAQUIN COUNTY STANDARDS.
<br />9. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
<br />BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br />OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
<br />THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND
<br />IDEMNIFY AND HOLD THE OWNER AND THE EN INEER HARMLESS FROM AP AND
<br />ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE
<br />OF WORK ON THt PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE
<br />SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />la. Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course
<br />of construction of this project, including safety of all
<br />persons and property; that this requirement shall apply
<br />continuously and not be.limited to normal working hours;
<br />and that the cont�ractor shall defend, indemnify and hold
<br />harmless, the County of San Joaquin, its elected officials,
<br />officers, employees, and agents from any and all claims,
<br />costs of litigation, damages, and attorney's fees, for
<br />personal injury or property damage of whatever nature
<br />which are claimed to have occurred during the term of this
<br />project.
<br />GENERAL NOTES:
<br />1. ENCROACHMENT PERMIT SHALL BE OBTAINED FROM SAN JOAQUIN COUNTY
<br />BEFORE BEGINNING WORK IN EIGHT MILE ROAD OR QUASHNICK ROAD. A
<br />PERMIT SHALL BE OBTAINED FROM THE SAN JOAQUIN COUNTY HEALTH
<br />DEPARTMENT PRIOR TO CONSTRUCTION ON WELLS.
<br />2. CONTRACTOR SHALL LOCATE AND PRESERVE ALL FACILITIES INCLUDING
<br />QHSAWHIIGEI,EWRPOFECSTRUCTOPECTIENE ANDTtRI6HMAYBINTHAAONCONSTRUCTION. TELEPHONE
<br />UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK.
<br />3. A 10 FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL
<br />RIGHT-OF-WAYS.
<br />4. P. G. 8 E. AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE
<br />RESPECTIVE DTILITY COMPANIES AND ARE TO OCCUPY A JOINT TRENCH IN
<br />THE 10 FOOT PUBLIC UTILITY;EASEMENT.
<br />5. WATER MAINS AND SERVICES TO BE INSTALLED BY THE DEVELOPER
<br />ACCORDING TO THE SAN JOAQUIN COUNTY STANDARDS, SECTION 76.
<br />6. SETBACKS AS REQUIRED BY ORDINANCE OR DEED RESTRICTIONS.
<br />7. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN JOAQUIN BUILDING
<br />DEPARTMENT PRIOR TO, PLACING FILL ON LOTS.
<br />8. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC CONTROL SIGNS
<br />STREET NAME SIGNS AND PAINTING IN ACCORDANCE WITH THE COUNTY OF
<br />SAN JOAQUIN IMPROVEMENT SPECIFICATIONS AND STANDARDS, AND THE
<br />STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM
<br />TRAFFIC CONTROL DEVICES.
<br />WATER PLAN NOTES:
<br />1. ALL WATER LINES AND APPURTENANCES TO BE INSTALLED SHALL BE DONE
<br />IN ACCORDANCE WITH THE S N JOAQUIN COUNTY IMPROVEMENT STANDARDS
<br />THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, AND THE REQUIRt-
<br />MENTS OF THE MDRADA-WATERLOO FIRE DISTRICT.
<br />2. ALL WATER MAINS 6 INCHES AND LARGER SHALL BE EITHER A.C,P. CLASS
<br />150 IN ACCORDANCE WITH THE SAN JOAQUIN COUNTY IMPROVEMENT.
<br />STANDARDS OR P.V.C. CLASS 150 CONFORMING TO AWWA C-900.
<br />3. ALL WATER MAINS TO HAVE MINIMUM OF 30' OF COVER OVER THE TOP OF
<br />PI PE, (EW.1vp14Aa AIWAAGV7-sue)
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTUIq TESTING
<br />AS REQUIRED BY THE SAN JOAQUIN COUNTY PUBLIC WORKS Ot-Pr4RTMENT
<br />AND e/AVIZ/G HEALTH -Wxf;0e,
<br />5. VALVE SIZE: 6LL VALVES SHALL BE THE SAME SIZE AS THE PIPE.
<br />6. FIRE HYDRANT AND VALVE TO BE OF THE TYPE SHOWN ON DETAIL SHEET IO
<br />FIRE HYDRANTS SHALL HAVE 1 - 2 1/2' AND 1 - 4 1/2' OUTLETS.
<br />7. STANDARD WATER LINE LOCATION: UNLESS OTHERWISE NOTED,
<br />MAINS: 13.0' FROM CENTERLINE
<br />SERVICE: LOCATED AT CENTER Of LOT (UNLESS OTHERWISE NOT ).
<br />FIRE HYDRANTS: 4.0' BACK OF CURB {SEE DETAIL ON SHEET IV;.
<br />STORM DRAIN NOTES:
<br />1. A.C.P. PIPE AS SHOWN ON THE PLAN SHALL BE ASBESTOS CEMENT PIPE,
<br />CLASS 111, 2000 D, OR EQUAL WITH RING - TITE COUPLINGS D-1869.
<br />2. CCp.I.P.C.P. AS Sp SHOWN ON THE PLANS SHALL BE CAST IN PLACE CONCRETE
<br />TRANSPQR A ION SMI)XI? SPEC[ ICAT ONS, JANUARY, 1998N, SNT ECTION 63.
<br />T,PAFF/C 64k1AIX_ ; ,&eL=,«y Mi41WIAZ e3CaV1,, PM TXA«ic CZ9A7,4A 1AW16F e S.T e-,0W.r7y_.
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