|
ABBREVIATIONS
<br />AB
<br />AGGREGATE BASE
<br />PRC
<br />POINT OF REVERSE CURVE
<br />AC
<br />ASPHALT CONCRETE
<br />PVMT
<br />PAVEMENT
<br />ACP
<br />ASBESTOS CEMENT PIPE
<br />PL oR k
<br />PROPERTY LINE
<br />ASB
<br />AGGREGATE SUB -BASE
<br />R
<br />RADIUS
<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 />BLOW -OFF
<br />TBM
<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 Ct
<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 />INV
<br />INVERT ELEVATION
<br />EC
<br />END OF CURVE
<br />LF
<br />LINEAL FEET I
<br />ELWV
<br />ELEVATION
<br />Lil
<br />LAMPHOLE
<br />EP
<br />EDGE OF PAVEMENT
<br />LP
<br />LOW POINT '
<br />EVC
<br />END OF VERTICAL CURVE
<br />MEI
<br />MANHOLE
<br />FC
<br />FACE OF CURB
<br />MON
<br />MONUMENT
<br />FH
<br />FIRE HYDRANT
<br />FL oR
<br />FLOW LINE
<br />G
<br />GRADE
<br />6 B
<br />GRADE BREAK
<br />LEGEND..
<br />-TV - CABLE TELEVISION
<br />-011- EXISTING OVERHEAD LINE
<br />-6- GAS LINE
<br />J� SANITARY SEWER
<br />- STORM DRAIN
<br />-T- TELEPHONE
<br />_E- UNDERGROUND POWER LINE
<br />-
<br />W- WATER LINE
<br />0 MANHOLE
<br />-�� CATCH BASIN
<br />® GAS METER
<br />® WATER METER
<br />-o BLOW -OFF
<br />-flQ- - WATER VALVE
<br />A FIRE HYDRANT
<br />STREET SIGN
<br />oP POWER PULE
<br />or TELEPHONE PULE
<br />-r-R-r BARRICADE
<br />-x-m- FENCE
<br />x*"tg11Nn1t RAILROAD
<br />--3i ELECTROLIER
<br />-+c LAMPHOLE
<br />CURB, GUTTER 6 SIDEWALK
<br />SIDEWALK
<br />DRIVEWAY
<br />® CONFORM PAVEMENT
<br />WHEELCHAIR RAMP
<br />SANITARY SEWER SERVICE
<br />.0- TOP OF CURB ELEVATION
<br />COMMON LUT LINE FOR DRIVEWAY LOCAI Illi
<br />MONUMENTS SET IN CAST IRON BOX
<br />O 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 />BLASTING GRADING FOR UNNEQGROUNDPCLEARUCETC•,
<br />USA WILL PROVIDE INFORMATION ABOUT, OR LOCATE ANY MARK
<br />UNUERGROUNU FACILITIES FOR YOU.
<br />MMMMMMMniii
<br />THE WILLOWS
<br />BEING A PORTION OF SECTION 6.
<br />TOWNSHIP 2NIRANGE 7 EAST, MOUNT
<br />DIABLO BAS E 86 MERIDIAN
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />MARCH o 1989
<br />RLC ASSOC (AYES
<br />CONSULTING CIVIL ENGINEERS
<br />EIGHT
<br />(209) 239-8007
<br />MILE
<br />mi
<br />NOT TO SCALE
<br />T2 N
<br />SHEET INDEX
<br />I ,CCVER
<br />2 . TOPO & DEMOLITION
<br />3 . GRADING a DRAINAGE
<br />4 WATER PLAN
<br />5 . STORM DRAIN PLAN
<br />PLAN & PROFILE
<br />6 . CHANTEL LANE _
<br />7 . C HANTS L LANE
<br />8 . EL GRECO DRIVE
<br />QUASHNICK ROAD
<br />9 . EIGHT MILE ROAD
<br />EL SANJON DRIVE
<br />tO. STANDARD DETAILS
<br />I I . WELL PROFILE & DETAILS
<br />12. PRESSURE TANK 81 WELL SITE
<br />13. STORM DRAIN POND
<br />EXPANSION PLAN
<br />14. X- SECTION
<br />PROJECT RECORD DOCUMENT
<br />TINS DOCUMEN f I IAS DEEN PREPARED BY CDA SOLELY FROM
<br />'AS•SUILT' NIFORMATION PROVIDED SY TINE GENERAL
<br />CONTRACTOR FOR TIIIS PROJECT. CONSTRUCTION ITEMS
<br />S110WH IMREIN AS *CLOUDED* ARE DEVIATIONS FROM TIIE
<br />ORIGINAL, APPROVED DESMON. ALL OTHER CONSTRUCTION
<br />13 ASSUMED TO IIAVE OCCURRED PER -PLAN-, TO VA7/TIN
<br />STANDARD CONSTRIICTMON ALLOWANCES. _
<br />DATE PREPARED:
<br />No. 22918
<br />E,p /2_1/-13
<br />UTILITY COMPANIES:
<br />WATER t STORM,DRAINAGE:
<br />COUNTY SERVICE AREA N46
<br />SANITARY SEWER:
<br />PRIVATE SEPTIC SYSTEMS
<br />TELEPHONE:
<br />PACIFIC BELL
<br />44 N. YOKUTS AVE.
<br />STOCKTON CA 95207
<br />PHONE: (�09) 474-4700
<br />GAS i ELECTRIC:
<br />PACIFIC GAS i ELECTRIC CO.
<br />4040 N. WEST LANE
<br />STOCKTON CA 95210
<br />PHONE: (109) 466-4581
<br />EIGHT MILE ROAD & QUASHNICK ROAD
<br />aiootra•fi-/o-/9
<br />4WE
<br />.ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND
<br />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. j11Rj. CONTRACTOR TO PROVIDE COMPACTION TESTS
<br />S S EwuIRED BY THE SAN JOAQUIN COUNTY, AT THE
<br />CONTRACTOR'S EXPENSE,
<br />7. DUSj CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE
<br />9HIV AT[OA 6R PREVENTION OF DUST NUISANCE, AT THE CONTRACTOR'S
<br />EXPENSE,
<br />8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL
<br />9.
<br />f" 10. 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 contractor 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 />OHSANHIIGE10EWRPOFECTRUCTOPECTIENE ANDTtRfHMAYBIN THA�AUSIN.RtSTELEPHONE
<br />UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK.
<br />3. A IU FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL
<br />RIGHT -OF -NAYS.
<br />4. P. G. 8 E. AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE
<br />RESPECTIVE UTILITY 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 />STATF DF CAIIFORWIA DFPARTMFNT OF TRANSPORTATION MANUAL OF UNIFORM
<br />WATER PLAN NOTES:
<br />1. ALL MATER LINES AND APPURTENANCES TO BE INSTALLED SHALL BE DONE
<br />IN ACCORDANCE WITH THE SAM JOAQUIN COUNTY IMPROVEAENT STANDARDS
<br />THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, AND THE REQUIRt-
<br />MENTS OF THE MORADA-WATERLOO FIRE DISTRICT.
<br />2. ALL WATER MAINS 6 INCHES AND LARGER SHALL BE EITHER A.C.P. CLASS
<br />150 IN ACCDRDANCE WITH THE SAN JOAQUIN COUNTY IMPROVEMENT,
<br />STANDARDS OR P.V.C. CLASS 150 CONFORMING TO ANNA C-900.
<br />3• PIPEM(TaCL4,W14e O�r17V")OF DOVER OVER THE TOP OF
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTLBIAq TESTING
<br />AS REQUIRED BY THE SAN JOAQUIN COUNTY PUBLIC WORKS aPARTMENT
<br />AND RACA414 HEALTH
<br />5. VALVE SIZE: 9LL VALVES SHALL BE THE SAME SIZE AS THE PIPE.
<br />6. FIRE HYDRANT AND VALVE TO BE OF THE TYPE SHOWN ON DETAIL SHEET 10
<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 NOTED).
<br />FIRE HYDRANTS: 4.0' BACK OF CURB (SEE DETAIL ON SHEET 1 ).
<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.ccP.ppAS SHOWN 09 THEE PLANS SHALL BE CAST IN PLACE CONCRETE
<br />TNANSPORTATISN STANDANDHSPECTFILATIONS, JANUARY, 1988NTOF
<br />SECTION 63.
<br />T,PgFF/C 6,4Te & ; 4154LZ775P 401,eWAC C;9A%r L 40lar 6-r C„0uu7Y.
<br />SPECIFICATIONS:
<br />1. ALL IMPROVEMENTS TO BE DONE SHALL BE DONE IN ACCORDANCE WITH THE
<br />REQUIREMENTS THE CONNTY OF JOAQUIN IMPROVEMENT SPECIFICATIONS
<br />MPR0VEMENT
<br />PLANS
<br />FOR
<br />AAN�ND STANDARDS, AND THE LAT DITION OF THE STATE OF CALIFORNIA
<br />SPECiFEATIOf TRANSPORTATI , IVISIONS OF HIGHWAYS STANDARD
<br />A:
<br />2. BENCH MARK: S.4.U.TLT9�U/.V CCY/.�//")' E.M. Aff7G • g.PA$f CAP GrWGU,P� /r!/
<br />,(/ 1lEFttwfi%f& t -/!
<br />77A/,, ,l7E, s6C. G
<br />T RAC T
<br />NO.
<br />2246
<br />3. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF WORK IN
<br />GENERAL TERMS BUT NOT IN COMPLETE DETAIL IT IS UNDERSTOOD THAT
<br />ONLY THE BEST GENERAL PRACTICE IS TO PRUAIL AND THAT ONLY
<br />MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE TO BE USED.
<br />THE WILLOWS
<br />BEING A PORTION OF SECTION 6.
<br />TOWNSHIP 2NIRANGE 7 EAST, MOUNT
<br />DIABLO BAS E 86 MERIDIAN
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />MARCH o 1989
<br />RLC ASSOC (AYES
<br />CONSULTING CIVIL ENGINEERS
<br />EIGHT
<br />(209) 239-8007
<br />MILE
<br />mi
<br />NOT TO SCALE
<br />T2 N
<br />SHEET INDEX
<br />I ,CCVER
<br />2 . TOPO & DEMOLITION
<br />3 . GRADING a DRAINAGE
<br />4 WATER PLAN
<br />5 . STORM DRAIN PLAN
<br />PLAN & PROFILE
<br />6 . CHANTEL LANE _
<br />7 . C HANTS L LANE
<br />8 . EL GRECO DRIVE
<br />QUASHNICK ROAD
<br />9 . EIGHT MILE ROAD
<br />EL SANJON DRIVE
<br />tO. STANDARD DETAILS
<br />I I . WELL PROFILE & DETAILS
<br />12. PRESSURE TANK 81 WELL SITE
<br />13. STORM DRAIN POND
<br />EXPANSION PLAN
<br />14. X- SECTION
<br />PROJECT RECORD DOCUMENT
<br />TINS DOCUMEN f I IAS DEEN PREPARED BY CDA SOLELY FROM
<br />'AS•SUILT' NIFORMATION PROVIDED SY TINE GENERAL
<br />CONTRACTOR FOR TIIIS PROJECT. CONSTRUCTION ITEMS
<br />S110WH IMREIN AS *CLOUDED* ARE DEVIATIONS FROM TIIE
<br />ORIGINAL, APPROVED DESMON. ALL OTHER CONSTRUCTION
<br />13 ASSUMED TO IIAVE OCCURRED PER -PLAN-, TO VA7/TIN
<br />STANDARD CONSTRIICTMON ALLOWANCES. _
<br />DATE PREPARED:
<br />No. 22918
<br />E,p /2_1/-13
<br />UTILITY COMPANIES:
<br />WATER t STORM,DRAINAGE:
<br />COUNTY SERVICE AREA N46
<br />SANITARY SEWER:
<br />PRIVATE SEPTIC SYSTEMS
<br />TELEPHONE:
<br />PACIFIC BELL
<br />44 N. YOKUTS AVE.
<br />STOCKTON CA 95207
<br />PHONE: (�09) 474-4700
<br />GAS i ELECTRIC:
<br />PACIFIC GAS i ELECTRIC CO.
<br />4040 N. WEST LANE
<br />STOCKTON CA 95210
<br />PHONE: (109) 466-4581
<br />EIGHT MILE ROAD & QUASHNICK ROAD
<br />aiootra•fi-/o-/9
<br />4WE
<br />.ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND
<br />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. j11Rj. CONTRACTOR TO PROVIDE COMPACTION TESTS
<br />S S EwuIRED BY THE SAN JOAQUIN COUNTY, AT THE
<br />CONTRACTOR'S EXPENSE,
<br />7. DUSj CONTROL: APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE
<br />9HIV AT[OA 6R PREVENTION OF DUST NUISANCE, AT THE CONTRACTOR'S
<br />EXPENSE,
<br />8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL
<br />9.
<br />f" 10. 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 contractor 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 />OHSANHIIGE10EWRPOFECTRUCTOPECTIENE ANDTtRfHMAYBIN THA�AUSIN.RtSTELEPHONE
<br />UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCMENT OF WORK.
<br />3. A IU FOOT PUBLIC UTILITY EASEMENT IS TO BE PROVIDED ALONG ALL
<br />RIGHT -OF -NAYS.
<br />4. P. G. 8 E. AND PACIFIC BELL FACILITIES TO BE INSTALLED BY THE
<br />RESPECTIVE UTILITY 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 />STATF DF CAIIFORWIA DFPARTMFNT OF TRANSPORTATION MANUAL OF UNIFORM
<br />WATER PLAN NOTES:
<br />1. ALL MATER LINES AND APPURTENANCES TO BE INSTALLED SHALL BE DONE
<br />IN ACCORDANCE WITH THE SAM JOAQUIN COUNTY IMPROVEAENT STANDARDS
<br />THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, AND THE REQUIRt-
<br />MENTS OF THE MORADA-WATERLOO FIRE DISTRICT.
<br />2. ALL WATER MAINS 6 INCHES AND LARGER SHALL BE EITHER A.C.P. CLASS
<br />150 IN ACCDRDANCE WITH THE SAN JOAQUIN COUNTY IMPROVEMENT,
<br />STANDARDS OR P.V.C. CLASS 150 CONFORMING TO ANNA C-900.
<br />3• PIPEM(TaCL4,W14e O�r17V")OF DOVER OVER THE TOP OF
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESSURE AND BACTLBIAq TESTING
<br />AS REQUIRED BY THE SAN JOAQUIN COUNTY PUBLIC WORKS aPARTMENT
<br />AND RACA414 HEALTH
<br />5. VALVE SIZE: 9LL VALVES SHALL BE THE SAME SIZE AS THE PIPE.
<br />6. FIRE HYDRANT AND VALVE TO BE OF THE TYPE SHOWN ON DETAIL SHEET 10
<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 NOTED).
<br />FIRE HYDRANTS: 4.0' BACK OF CURB (SEE DETAIL ON SHEET 1 ).
<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.ccP.ppAS SHOWN 09 THEE PLANS SHALL BE CAST IN PLACE CONCRETE
<br />TNANSPORTATISN STANDANDHSPECTFILATIONS, JANUARY, 1988NTOF
<br />SECTION 63.
<br />T,PgFF/C 6,4Te & ; 4154LZ775P 401,eWAC C;9A%r L 40lar 6-r C„0uu7Y.
<br />
|