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*SANITARY" OR <br />'STORM' AS <br />APPROPRIATE <br />(1 1/2• LETTERS) <br />1"x 1 1/4• <br />PRY HOLE - <br />3/4• \ <br />STEEL BAR <br />�2r r1 17/32 <br />30 E <br />L2 ,/g• <br />SECTION <br />1,1/4- SQUARE PATTERN <br />/8' HIGH <br />1 1/Y a - <br />PICK HOLE <br />1/2.l —{ I':;" 1" DIAMETER <br />I VENT HOLE <br />< —I 5 -1/2 - <br />PLAN SECTION CI <br />-C <br />Hints: JL,11LIN A -A <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.WA. C203. <br />PACING <br />MAINTENANCE HOLE <br />FRAME AND COVER IMPROVEMENT CW—M3 <br />STANDARD N0. <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 />1 <br />I <br />STREET <br />I <br />OMIN% RIMARY- TYPICAL WATER SERVICE <br />"MM44 (TYPICAL SANITARY HOUSE LATERAL <br />CLEANOUT WHERE A <br />REQUIRED BY AGENCY <br />TYPICAL SECTION <br />NOTES <br />1. 0 DENOTES CABLE AND/OR CONDUIT. <br />® COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. <br />3. UTIUTIES TO BE PLACED AS PER PUBLIC UTRITY COMPANY REGULATIONS. <br />M ALL SERVICES CROSSING UNDERNEATH PRIMARY AND SECONDARY ELECTRICAL LINES <br />SHALL HAVE A MINIMUM 6" CLEARANCE. ELECTRICAL UNES 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 />UTILITY LOCATIONS STANDARD NC <br />i <br />PLAN <br />n m 21" <br />10" <br />MACHINED n �14'� n " <br />9 3/ ' SURFACES 13 3/4' <br />�8 1/4� T 7/6•JI 11/2 R <br />2-� <br />SECTION A—A SECTION B—B <br />NOTES <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON <br />CONFORMING TO ASTM A -48 -CUSS 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 ^.w�[IMPRe:arn■aee:a <br />FRAME & COVER STANDARDENo. CW -M5 <br />R/W R/W <br />50' <br />25=AC 25' <br />6 1 2' q' 2' 6 1 2' <br />/ � //2 _I/R=5 j� 2 2:1 (TYp) <br />TI -4 <br />00000p0c.0o0o00 000 oog0op0. <br />Vertical Curb & Gutter <br />6.5" AB PRIME COAT <br />TYPICAL STREET SECTION <br />NOTES: <br />PAVEMENT SECTION IS BASED ON INFORMATION PROVIDED IN THE SOILS <br />REPORT BY KLEINFELDER AND BASED ON CAL TRANS DESIGN PROCEDURES. <br />P/L <br />1/2' Up <br />Section A—A <br />NOTES: <br />1. DmewW to be located entirely within the frontage of lot served <br />2. Minimum 3' of vartiaul curb between adjacent dNvewaye. <br />` TYPICAL RESIDENCEDRIVEWAY <br />Fa. nn w <br />AT VERTICAL CURB & GUTTER <br />w JLD <br />'* <br />COUNTY OF SAN JOAQUIN <br />NONE <br />1:74YA.G] <br />VERTICAL <br />CURB & GUTTER <br />O 5/8" x 24- LONG STEEL DOWELS, GREASED AND WRAPPED <br />ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />VERTICAL CURB AND =SIINT <br />GUTTER STANDARDNO. CW -C7 <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING o PLANNING o SURVEYING <br />1520 W. KETTLEMAN LANE, SUITE E, LOOT, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 3440 <br />CARBONA STATION UNIT 3 <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />& TYPICAL STREET SECTION <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DATE SCALE: N.T.S. BENCH MARK: EL: SHEET <br />DRAWN BY: LM DESCRIPTION: 17 <br />CHECKED BY: <br />AS BUILT BY: <br />OF 17 SHEETS <br />JOB NO. <br />0005 <br />