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VERTICAL <br />CURB & GUTTER <br />7'-6" MIN. OR AS SHOWN ON PLANS <br />"SANITARY" OR <br />"STORM' AS <br />APPROPRIATE <br />(1 1/2' LETTERS) <br />1"x 1 1/4" <br />6' Min. PRY HOLE <br />(Tyb) <br />12" <br />Min. <br />Backfill with materials equal to or <br />1/2 <br />better than theistin9 pavement <br />and base in quality. New Pavement <br />i <br />shall be 1" thicker than existing <br />2'-0" <br />pavement, minimum of 0.25 feel. <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />New base sholl be 1" thicker than <br />existing base, minimum of 0.5 feet. <br />Existing <br />Pavement <br />6" Min. <br />4 <br />(TYPCompactIont3'�"lyento <br />1/4" PER FOOT-_ -- - <br />1 <br />min.compodIon <br />of 95under <br />NOTES: <br />pavement a90%lodepaveVariable <br />I <br />eco cifon of materials shall Dt accordance with <br />Rdativ mPoOC <br />Compact in 24"lovers <br />±MONOLITHIC <br />to mi . <br />of <br />ion T ti <br />the State of California. Dept. of ironsportation Testing Manuals, test <br />method No. California 216 or 231. <br />ompaction <br />8O.D./2 <br />Compact im 6 lae <br />compaction sof 9Z. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />\ <br />10" Min. <br />Ip <br />O.D. 10" Min. 10" Min. --i <br />"SANITARY" OR <br />"STORM' AS <br />APPROPRIATE <br />(1 1/2' LETTERS) <br />1"x 1 1/4" <br />6' Min. PRY HOLE <br />(Tyb) <br />12" <br />Min. <br />3/4" <br />STEEL BAR <br />�2I- x1117/32" <br />L2 1/8" <br />-I <br />SECTION <br />PLAN <br />1 1/4" SQUARE PATTERN <br />1/8" HIGH <br />1 1/2" e - 3 HOLES <br />EQUALLY SPACED <br />li -0' MIN. OR AS SHOWN ON PLANS <br />1/2 <br />2'-6" <br />- + 20" Min. + 20" Min. <br />i <br />0 <br />2'-0" <br />SECTION C -C <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />Lu. <br />SCOPE MARK IF MONOLITHIC POUR <br />--. -. --_-. <br />4 <br />1/4" PER FOOT-_ -- - <br />1 <br />- _ISLOPE <br />-' <br />�r1 <br />NOTES: <br />eco cifon of materials shall Dt accordance with <br />Rdativ mPoOC <br />a <br />< <br />NP, <br />±MONOLITHIC <br />ion T ti <br />the State of California. Dept. of ironsportation Testing Manuals, test <br />method No. California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to trench excavation. <br />3. Jetting or ponding will be permitted within the street Right of Way with <br />6" 6' <br />a 3 year bond. <br />1/2" <br />4. When shown by soil composition and compactabilify, ninety percent (90%) <br />11 <br />UNLESS <br />compaction may be used, when approved by the Director of Public Works. <br />VERTICAL CURB, <br />5. Special bedding requirements may be shown on the plans or specified in <br />GUTTER & SIDEWALK <br />special pr vhilons. <br />6. Shoulders shall be as shown on the plana or specified In the spacial <br />provisions but in no case shall the shoulder be less than three feet wide <br />1.1� `.I/8" x 24' LONG STEEL DOWELS. GREASED AND WRAPPED <br />as measured from the edge of pavement. <br />(INE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. <br />"°' "^*'0 w <br />TYPICAL TRENCH BACKFILL <br />-mslox DAT, <br />COUNTY WIDE IMPROVEMENT STANDARDS <br />COUNTY OF SAN JOAQUIN <br />^P"wri W <br />r rn. fuse '° <br />54N JMa"N CDUMY CAT, <br />.1NAwwdw <br />--------- <br />VERTICAL CURB, <br />°" """^ wors <br />�. Q <br />IMPROVEMENT <br />NO. <br />CW -C7 <br />n...n <br />COUNTY OF SAN JOAQUIN <br />e " e <br />ase` JUNE 199] <br />- <br />GUTTER & SIDEWALK <br />- - - <br />STANDARD <br />r NONE <br />a nxe R-29 <br />3/4" <br />STEEL BAR <br />�2I- x1117/32" <br />L2 1/8" <br />-I <br />SECTION <br />PLAN <br />1 1/4" SQUARE PATTERN <br />1/8" HIGH <br />1 1/2" e - 3 HOLES <br />EQUALLY SPACED <br />NOTES: SECTION 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 UBS. MINIMUM. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO AW.W.A C203. <br />5. fnHNTRr OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME <br />6"JAIN <br />10 MAX <br />PICK HOLE <br />1/2 <br />- --4" 1" DIAMETER <br />1" VENT HOLE <br />i <br />SECTION C -C <br />NOTES: SECTION 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 UBS. MINIMUM. <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL <br />CONFORMING TO AW.W.A C203. <br />5. fnHNTRr OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME <br />6"JAIN <br />10 MAX <br />r TYPICPL WATER SERVICE <br />SANITARY HOUSE LATERAL <br />NOTES <br />;PACING 1. • DENOTES CABLE AND/OR CONDUIT. <br />ED COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. <br />3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS. <br />® 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 />MAINTENANCE HOLE <br />FRAME AND COVER MPRovEMENT GW -AL3 <br />STANDARD NO. <br />UNDERGROUND I....j1e1M' <br />UTILITY LOCATIONS STANDAERD NO. w -u3 <br />CAST IRON LAMPHOLE FRMIE & COVER PER STANDARDS <br />CLASS "B" CAST IN <br />PLACE CONCRETE 7 <br />20' <br />I I <br />- 27" ,I �.. 70 .- <br />TOP <br />COLLAR CONSTRUCTED <br />in <br />1 7/8" BELOW <br />FINISHED GRADE <br />^ 3 EA. -5/8' DIA. <br />C X 6" BOLTS <br />VARIABLE <br />45' <br />I <br />_ 4 <br />I <br />/ 6.. <br />L SANI�SEWER,LINE <br />ELEVATION <br />PIPE FOR CLEAN-OUT SHAT <br />BE THE SAME MATERIAL AS <br />SANITARY SEWER LINE. <br />NOTES: <br />1�. <br />6"Ilk 45' ELBOW <br />JOINTS ARE NOT TO BE ENCASED IN CONCRETE <br />3. LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY <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 ® 800-743-5000 <br />J <br />SANITARY SEWER <br />LAMPHOLE <br />END VIEW <br />IMPROVEMENT CW -STI <br />STANDARD NO. <br />PLAN <br />ad <br />II��_21" <br />16 <br />�1 . MACHN I ^ - �13/� <br />0 334" <br />3/ " SURFACES <br />I� 1/�IIII/s R� <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 -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 />COUNTYWIDE IMPROVEMENT STANDARDS wrxavw er <br />COUNTY OF SAN JOAQUIN <br />LAMPHOLE SAM JOAQUIN aaUNy DA[ <br />p[CIM V NIYC N011x3 <br />FRAME & COVER IMPROVEMENT CW -M5 <br />STANDARD NO. <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING e PLANNING ♦ SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />OCTOBER, 2003 <br />TRACY, CALIFORNIA <br />SCALE: N.T.S. I BENCH MARK: EL: SHEET <br />DRAWN BY: SH DESCRIPTION: "20DESIGNED BY: CD CHECKED BY: AS BUILT BY: <br />® 6"MIN/ <br />CLEANOUT WHERE <br />REQUIRED BY AGENCY <br />TYPICAL SECTION <br />r TYPICPL WATER SERVICE <br />SANITARY HOUSE LATERAL <br />NOTES <br />;PACING 1. • DENOTES CABLE AND/OR CONDUIT. <br />ED COMPACTION OF THIS TRENCH SHALL BE 85% MINIMUM. <br />3. UTILITIES TO BE PLACED AS PER PUBLIC UTILITY COMPANY REGULATIONS. <br />® 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 />MAINTENANCE HOLE <br />FRAME AND COVER MPRovEMENT GW -AL3 <br />STANDARD NO. <br />UNDERGROUND I....j1e1M' <br />UTILITY LOCATIONS STANDAERD NO. w -u3 <br />CAST IRON LAMPHOLE FRMIE & COVER PER STANDARDS <br />CLASS "B" CAST IN <br />PLACE CONCRETE 7 <br />20' <br />I I <br />- 27" ,I �.. 70 .- <br />TOP <br />COLLAR CONSTRUCTED <br />in <br />1 7/8" BELOW <br />FINISHED GRADE <br />^ 3 EA. -5/8' DIA. <br />C X 6" BOLTS <br />VARIABLE <br />45' <br />I <br />_ 4 <br />I <br />/ 6.. <br />L SANI�SEWER,LINE <br />ELEVATION <br />PIPE FOR CLEAN-OUT SHAT <br />BE THE SAME MATERIAL AS <br />SANITARY SEWER LINE. <br />NOTES: <br />1�. <br />6"Ilk 45' ELBOW <br />JOINTS ARE NOT TO BE ENCASED IN CONCRETE <br />3. LAMPHOLE MAYBE USED WHERE APPROVED BY AGENCY <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 ® 800-743-5000 <br />J <br />SANITARY SEWER <br />LAMPHOLE <br />END VIEW <br />IMPROVEMENT CW -STI <br />STANDARD NO. <br />PLAN <br />ad <br />II��_21" <br />16 <br />�1 . MACHN I ^ - �13/� <br />0 334" <br />3/ " SURFACES <br />I� 1/�IIII/s R� <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 -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 />COUNTYWIDE IMPROVEMENT STANDARDS wrxavw er <br />COUNTY OF SAN JOAQUIN <br />LAMPHOLE SAM JOAQUIN aaUNy DA[ <br />p[CIM V NIYC N011x3 <br />FRAME & COVER IMPROVEMENT CW -M5 <br />STANDARD NO. <br />DILLON & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING e PLANNING ♦ SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />SAN JOAQUIN COUNTY STANDARD PLANS <br />OCTOBER, 2003 <br />TRACY, CALIFORNIA <br />SCALE: N.T.S. I BENCH MARK: EL: SHEET <br />DRAWN BY: SH DESCRIPTION: "20DESIGNED BY: CD CHECKED BY: AS BUILT BY: <br />