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'SANITvo <br />'STOR <br />1/2" <br />APPR <br />1"QMMETER <br />(1 1/2" <br />1"x 1 1/4" <br />PRY HOLE <br />I-- 5-1/2' <br />SECTION <br />C—C <br />3/4' STEEL BAR <br />� 1 r-1, 17/32" <br />3O � < <br />—I I-3 BL21/e., PLAN <br />SECTION <br />1 1/4" SQUARE PATTERN <br />/8" HIGH <br />1 1 /9• e - <br />NOTES: SECTION A -A <br />PACING <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A-48—CLASS 30 <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH 140 LBS. MINIMUM; <br />COVER SHALL WEIGH 130 LBS. MINIMUM. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER <br />M9oN I LATE I COUNTYWIDE IMPROVEMENT STANDARDS �'r PxwEa ar <br />COUNTY OF SAN JOAQUIN <br />C <br />MAINTENANCE HOLE SN,OWMNN DATEgRfCIW Of N OUnY <br />FRAME AND COVER IMPROVEMENT <br />(STANDARD NO. `" <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 800-743-5000 <br />v <br />6 IN PRIMARY TYPIC4L WATER SERVICE <br />O�MAX <br />%_ ,TYPICAL SANITARY HOUSE LATERAL <br />CLEANOUT WHERE, <br />REQUIRED BY AGENCY <br />TYPICAL SECTION <br />NOTES <br />1. • DENOTES CABLE AND/OR CONDUIT. <br />® COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. <br />3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS. <br />KI ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES <br />SHALL HAVE A MINIMUM 6" CLEARANCE. ELECTRICAL LINES SHALL HAVE A MINIMUM <br />OF 12" CLEARANCE IF PLACED BELOW SERVICE LATERALS. <br />5. WATER SERVICE AND SANITARY SERVICE SHALL HAVE A LATERAL CLEARANCE OF 30" <br />MINIMUM. <br />6. THE LOCATION OF THE TRENCH SHALL CONFORM TO AGENCY REQUIREMENTS. <br />UNDERGROUND <br />IMPROVEMENT <br />UTILITY LOCATIONS ISTANDARD NC <br />PLAN <br />6 <br />'Im\. 21. R.5 <br />N ap C16/C N TI=4 <br />12' MACHINED \ 74• <br />10' Vertical Curb <br />9 3/ ' SURFACES <br />718 I— <br />5 1/2' <br />(Trp) <br />i 81/4'i / 1/2 R TYPICAL STREET SECTION <br />NOTES: <br />SECTION A -A SECTION B -B <br />PAVEMENT SECTION BASED INFORMATION PROVIDED IN THE SOILS <br />REPORT BY KLEINFEU BASED AND BASED ON CAL TRANS DESIGN PROCEDURES. <br />NOTES: <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTIR A-48—CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 45 LBS. <br />4. COVER SHALL WEIGH APPROX. 25 LBS. <br />5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />LAMPHOLE-._ <br />FRAME & COVER JIMPROVEMENT CW -M5 <br />STANDARD NO. <br />VERTICAL <br />CURB & GUTTER <br />5'-0" MIN. OR AS SHOWN ON PLANS 2'-6' <br />0 2'-0" <br />wm <br />SCORE MARK IF MONOLITHIC POUR <br />4•I SLOPE 1 C PER FOOT— 1 1/2" 2" <br />4 A M 1 1/2" <br />• 6" • 12" O.C. n <br />�ITYP. A <br />6" 6" <br />1 1 1/2' x 3 1/2' KEY, <br />UNLESS POURED MON06UTHIC <br />VERTICAL CURB, <br />GUTTER & SIDEWALK <br />Q 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />L11510N DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED W <br />COUNTY OF SAN JOAQUIN <br />SAN JQWUIN COUNTY DATE <br />VERTICAL CURB,IM <br />GUTTER & SIDEWALK STAROVEMNDARDENT N0. CW -C7 <br />P/L <br />1/2" Lip <br />Section A—A <br />NOTES: <br />1. Driveway to be located entirely within the frontage of lot served <br />2. Minimum 3' of vertical curb between adjacent driveways. <br />tl e„ TYPICAL RESIDENCE DRIVEWAY <br />AT VERTICAL CURB & GUTTER k <br />a JLD <br />"r COUNTY OF SAN JOAQUIN <br />unuc weAiwwr w n.x wwe <br />DIUON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING Q PLANNING Q SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />AND TYPICAL STREET SECTION <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REV. NO. DESCRIPTION DATE SCALE: N.T.S. BENCH MARK: EL: SHEET <br />DRAWN BY: LM DESCRIPTION: 24 <br />DESIGNED BY: OF 24 SHEET <br />CHECKED BY: JOB NO. <br />AS BUILT BY: 0005 <br />PICK HOLE <br />1/2" <br />1"QMMETER <br />V N H <br />-- <br />I-- 5-1/2' <br />SECTION <br />C—C <br />NOTES: SECTION A -A <br />PACING <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A-48—CLASS 30 <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH 140 LBS. MINIMUM; <br />COVER SHALL WEIGH 130 LBS. MINIMUM. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER <br />M9oN I LATE I COUNTYWIDE IMPROVEMENT STANDARDS �'r PxwEa ar <br />COUNTY OF SAN JOAQUIN <br />C <br />MAINTENANCE HOLE SN,OWMNN DATEgRfCIW Of N OUnY <br />FRAME AND COVER IMPROVEMENT <br />(STANDARD NO. `" <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 800-743-5000 <br />v <br />6 IN PRIMARY TYPIC4L WATER SERVICE <br />O�MAX <br />%_ ,TYPICAL SANITARY HOUSE LATERAL <br />CLEANOUT WHERE, <br />REQUIRED BY AGENCY <br />TYPICAL SECTION <br />NOTES <br />1. • DENOTES CABLE AND/OR CONDUIT. <br />® COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. <br />3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS. <br />KI ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES <br />SHALL HAVE A MINIMUM 6" CLEARANCE. ELECTRICAL LINES SHALL HAVE A MINIMUM <br />OF 12" CLEARANCE IF PLACED BELOW SERVICE LATERALS. <br />5. WATER SERVICE AND SANITARY SERVICE SHALL HAVE A LATERAL CLEARANCE OF 30" <br />MINIMUM. <br />6. THE LOCATION OF THE TRENCH SHALL CONFORM TO AGENCY REQUIREMENTS. <br />UNDERGROUND <br />IMPROVEMENT <br />UTILITY LOCATIONS ISTANDARD NC <br />PLAN <br />6 <br />'Im\. 21. R.5 <br />N ap C16/C N TI=4 <br />12' MACHINED \ 74• <br />10' Vertical Curb <br />9 3/ ' SURFACES <br />718 I— <br />5 1/2' <br />(Trp) <br />i 81/4'i / 1/2 R TYPICAL STREET SECTION <br />NOTES: <br />SECTION A -A SECTION B -B <br />PAVEMENT SECTION BASED INFORMATION PROVIDED IN THE SOILS <br />REPORT BY KLEINFEU BASED AND BASED ON CAL TRANS DESIGN PROCEDURES. <br />NOTES: <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTIR A-48—CLASS 30. <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. <br />3. FRAME SHALL WEIGH APPROX. 45 LBS. <br />4. COVER SHALL WEIGH APPROX. 25 LBS. <br />5. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO A.W.W.A. C203. <br />6. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. <br />LAMPHOLE-._ <br />FRAME & COVER JIMPROVEMENT CW -M5 <br />STANDARD NO. <br />VERTICAL <br />CURB & GUTTER <br />5'-0" MIN. OR AS SHOWN ON PLANS 2'-6' <br />0 2'-0" <br />wm <br />SCORE MARK IF MONOLITHIC POUR <br />4•I SLOPE 1 C PER FOOT— 1 1/2" 2" <br />4 A M 1 1/2" <br />• 6" • 12" O.C. n <br />�ITYP. A <br />6" 6" <br />1 1 1/2' x 3 1/2' KEY, <br />UNLESS POURED MON06UTHIC <br />VERTICAL CURB, <br />GUTTER & SIDEWALK <br />Q 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />L11510N DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED W <br />COUNTY OF SAN JOAQUIN <br />SAN JQWUIN COUNTY DATE <br />VERTICAL CURB,IM <br />GUTTER & SIDEWALK STAROVEMNDARDENT N0. CW -C7 <br />P/L <br />1/2" Lip <br />Section A—A <br />NOTES: <br />1. Driveway to be located entirely within the frontage of lot served <br />2. Minimum 3' of vertical curb between adjacent driveways. <br />tl e„ TYPICAL RESIDENCE DRIVEWAY <br />AT VERTICAL CURB & GUTTER k <br />a JLD <br />"r COUNTY OF SAN JOAQUIN <br />unuc weAiwwr w n.x wwe <br />DIUON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING Q PLANNING Q SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />AND TYPICAL STREET SECTION <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />REV. NO. DESCRIPTION DATE SCALE: N.T.S. BENCH MARK: EL: SHEET <br />DRAWN BY: LM DESCRIPTION: 24 <br />DESIGNED BY: OF 24 SHEET <br />CHECKED BY: JOB NO. <br />AS BUILT BY: 0005 <br />