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IF's: <br />^ av A `� tPAiI <br />NOY-'�:: 7ErI6 ro <br />I!�2TAtl.�f� W% f�Gst'�E <br />pr - <br />F E N C E D E T A I L <br />T\ y <br />plgy <br />Fw <br />o, <br />i yrs <br />ISOMETRIC VIEW <br />4m. , A� <br />O,P✓` st- <br />F ql <br />O`F'PC�' w <br />9B <br />NOTE: <br />I PHYSICALLY HANDICAPPED RAMPS SHALL BE INSTALLED AT ALL NEW ROUND CORNERS. <br />2. RAMP SHOWN IS TYPICAL FOR 26.5' AND 30' RADIUS CORNERS. <br />3. RAMPS SHALL BE CONSTRUCTED WITH A HEAVY BROOM FINISH TRANSVERSE TO THE <br />AXIS OF THE RAMP. <br />�)..�-----60" VERTICAL CURB <br />) 54" DRIVE -OVER CURB <br />N <br />v <br />CROSS SECTION <br />H A N D I C A P P E D R A M P <br />tTICAL CURB <br />DRIVE -OVER CURB <br />a <br />30"MIN. <br />A BLUE 2" it 4" a 36" STAKE SHALL BE <br />DRIVEN ABOVE WATER SERVICE PROJE <br />1' ABOVE GRADE UNTIL SIDEWALK IS 10 <br />AT WHICH 2"- 3' HIGH St <br />STAMPED AT BACK OF SIDEWALK DIRECTLY <br />OVER SERVICE <br />SIDEWALK FPovioE mr-l4T( <br />STREET PAVEMENT 63 UT1LIt( �� AT <br />a <br />24" MIN. <br />1" I.P.S. ANME BALL METER <br />VALVE WITH PACK JOINT <br />"FORD" BA 63-444W OR <br />APPROVED EQUAL. <br />I" I.P.S. PLASTIC PIPE <br />7 1" I.PS. CORPORATION STOP <br />WITH PACK JOINT "FORD" <br />F-1001 OR APPROVED EQUAL. <br />SERVICE SADDLE <br />SMITH BLAIR 311 OR EQUAL <br />WATER MAIN <br />ELL COUPLING "FORD" <br />L66-44 OR APPROVED <br />EQUAL, <br />NOTES, <br />1. SERVICE SADDLE SHALL BE REQUIRED FOR ALL TAPS. (aotASLE STRAP:) <br />2. SERVICE SADDLE SHALL HAVE CORPORATION COCK THREADS AND GALVANIZED STRAPS. <br />3. SERVICE LINE SHALL BE IN A STRAIGHT LINE PERPENDICULAR TO THE PROPERTY LINE. <br />4. <br />5. 1' I.P.S. PLASTIC PIPE SHALL BE ULTRA HIGH MOLECULAR WEIGHT (UHMW) POLYETHYLENE, <br />CONFORMING TO A.S.T.M. 0-2239, AS MANUFACTURED BY "DRISCOPIPE", "ORANGEBURG , <br />OR APPROVED EQUAL, WITH MINIMUM PRESSURE RATING OF ISO PS.I. <br />6. THERE SHALL BE NO JOINTS IN PIPE FROM CORP. STOP ASSEMBLY TO BACK OF SIDENNLK. <br />Z WATER SERVICE SHALL BE LOCATED 2' PeOM 2ESPECTIVE LOT LINE. <br />CUL-DE-SAC LOT (45'FRONTAGE) WATER SERVICE SHALL BE LOCATED TO THE <br />OPPOSITE LOT LINE FROM P.G. B E. LOCATION, 2' FROM LOT LINE. - <br />8. ANGLE BALL METER VALVE SHALL BE RELOCATED 2' OUT FROM THE DRIVEWAY SECTION. <br />W A T E R S E R V I C E <br />PAVEMENT DESIGN CHART <br />STREET NAME <br />TRAFFIC <br />INDEX <br />SOIL <br />R -VALUE <br />r- <br />A.B. <br />THICKNESS <br />A. C. <br />THICKNESS <br />AL.TE¢NAT`L <br />A,G,OKL-( <br />L.AT1ki!OP IZOA0 <br />1,S <br />-11 <br />O.SS <br />3" <br />2" <br />3'/L" <br />PUEFSL 0 OIZIVE <br />G.o <br />11 <br />0.44 <br />0 <br />23/g" <br />2 3/g" <br />BLAGCFOOT WA`( <br />4,o <br />11 <br />0.29 <br />O <br />2" <br />2" <br />SEMIVAOLE, =V-. <br />4,0 <br />71 <br />O.Z9 <br />O <br />Z" <br />2" <br />YUMA WAY <br />4-o <br />17 <br />0.29 <br />0 <br />2" <br />2" <br />A,7.APAF10 WA." <br />4.6 <br />11 <br />O•Z9 <br />O <br />Z" <br />2" <br />951A0.3N04E D2. <br />4.0 <br />17 <br />0.29 <br />O <br />2" <br />2" <br />cNIcAsAvv WAY <br />4.0 <br />-77 <br />0-29 <br />O <br />2" <br />2" <br />SFLAW)JEE. C7e, <br />4.o <br />71 <br />o.2q <br />O <br />2" <br />L <br />MO�(ICAN C71Z <br />4•o <br />1-1 <br />O•Z9 <br />O <br />2" <br />Z" <br />CIA0CTAW/GLEE Cl4.0 <br />11 <br />O. 29 <br />0 <br />2" <br />2" <br />cNICASAW CT. <br />4.0 <br />11 <br />o•2q <br />o <br />ARAPAHO GT <br />4.O <br />11 <br />0.29 <br />O <br />VARIES <br />��ASPHALT CONCRETE PAVING <br />PRIME COAT MC -70 OR MC -25 AT 0.25 GAL/SQ.YD. <br />AGGREGATE BASE COMPACTED TO 95% RELATIVE (IF REQUIRED) <br />NATIVE SOIL COMPACTED TO 95% RELATIVE <br />ALL NEW JOINTS TO BE SEALED WITH RS -I TACK COAT AT <br />0.12 GAL/SQ.YD. <br />CROSS SECTION <br />NOTE: <br />I. PAVEMENT STRUCTURAL DESIGN SHALL BE BASED UPON "THE FLEXIBLE <br />PAVEMENT STRUCTURAL SECTION DESIGN GUIDE FOR CALIFORNIA CITIES <br />AND COUNTIES", <br />2. CONSTRUCTION SHALL CONFORM WITH THE LATEST STANDARD SPECIFICATION <br />OF THE STATE OF CALIFORNIA. <br />ASPHALT CONCRETE SHALL BE TYPE"B" <br />AGGREGATE BASE SHALL BE CLASS "2*' <br />3. 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