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�•� rti�l <br />I O' -o" O.G. <br />r7 11v it " rPw ti % <br />F E N C E D ETA I L <br />41 <br />tir Fy of \ <br />10k4yE' <br />v0 <br />S <br />� t <br />46" ,Pop <br />E` �, <br />O�J`l Art` <br />ov`c'P cG'� <br />C'G,Q <br />B <br />ISOMETRIC VIEW <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 />'�'��i •: 4 ` 6" VERTICAL CURB <br />�` -�►ro' go:'''!!':'o:'�'i r': t.„ t 4 !/2" DRIVE -OVER CURB <br />"v <br />CROSS SECTION <br />HANDICAPPED RAMP <br />30"MIN. <br />STREET PAVEMENT <br />24" MIN. <br />A BLUE 2" x 4" x 36" STAKE SHALL 13E <br />DR#V1=N ABOVE WATER SERVICE PROJECTING <br />I` ABOVE GRADE UNTIL SIDEWALK IS IN5"fALLEO, <br />AT WHICH TIME A "W', 2'- 3" HIGH SHALL BE <br />STAMPED AT BACK OF SIDEWALK DIRECTLY <br />OVER SERVICE <br />SIDEWALK PF-Ov1 D?, <br />P3 unL-IFx F02( AT <br />''• ` �'F.qy:�' I" 1.PS. ANGLE BALL METER �•-4"-B"» 9"- It" <br />VALVE WITH PACK JOINT <br />"FORD" BA 63-444W OR <br />APPROVED EQUAL. <br />I" LP.S. PLASTIC PIPE (POLYETHYLENE) <br />r 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. (001LA13.L.E STVAP) <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 WEIIGHT (UHMM POLYETHYLENE, <br />CONFORMING TO A.S.T.M. 0-2239, AS MANUFACTURED BY "DRISCOMPE", "ORANGEBURG 1 <br />OR APPROVED EQUAL, WITH MINIMUM PRESSURE RATING OF 160 PS. 1. <br />6. THERE SHALL BE NO JOINTS IN PIPE FROM CORP. STOP ASSEMW TO BACK OF SIDE ALK. <br />7 WATER SERVICE $HALL BE LOCATED Z` r-OCIM f F_-E5P-CTlvl~ LoT L[ NE. <br />CUL- DE -SAC LOT (45' FRONTAGE) WATER SERVICE SHALL BE LOCATED TO THE <br />OPPOSITE LOT LINE FROM P.G. S 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 />A.B. <br />THICKNESS <br />A. C. <br />THICKNESS <br />AL-`TLQNt�TL• <br />A,G, ONLY <br />LAT1,UfE0P IZOA-0 <br />1, S <br />-i "I <br />0, s S <br />3 " <br />2" <br />st `/Z " <br />PU E;bL-o Dlz t vm <br />Iv, , 0 <br />"71 <br />0, 44 <br />0 <br />z 3/a" <br />2 3/g " <br />SLA,c-Kr-cx>T WM <br />o <br />11 <br />O,z9 <br />0 <br />z" <br />2" <br />SEMIKOL M vIE, <br />4,0 <br />-?7 <br />0. Z9 <br />0 <br />2" <br />2" <br />YUMA WA3 <br />4-o <br />77 <br />0.21 <br />0 <br />2" <br />2" <br />A A.P At-" 0 WA." <br />4, 6 <br />-17 <br />0. Z 9 <br />0 <br />2" <br />2" <br />5k0lbA04% orz. <br />4•0 <br />7-7 <br />O, 29 <br />O <br />2" <br />2" <br />GpICA�AW WAN <br />4-d <br />-77 <br />0-29 <br />0 <br />SHP ►► W VASS tie , <br />4 •Q <br />-7 -1 <br />0. 2q <br />0 <br />2 " <br />z" <br />MOI`IICAN C;'Z <br />4.0 <br />-7-1 <br />0•2q <br />0 <br />2" <br />2'' <br />CIA OGTA-WICL'EE CT <br />4.0 <br />77 <br />0. 2 9 <br />O <br />2" <br />211 <br />c1-41GasAyW CT. <br />4,0 <br />77 <br />0.2q <br />o <br />2" <br />2" <br />A(zApAHo OT <br />4•o <br />71 <br />o. zq <br />0 <br />2" <br />2" <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. BASE SHALL BE WATERED AND COMPACTED PURSUANT TO STATE SPECIFICATIONS EXCEPT-95% <br />TO 0.5 FEET BELOW FINISHED SUBGRADE- 90% TO 2.5FEET BELOW FINISHED SUBGRADE. <br />PAVEMENT DESIGN <br />W <br />V <br />a <br />z <br />a <br />Z <br />Lr <br />L— <br />r <br />_ <br />0 <br />cf) <br />IL <br />_ <br />cn <br />W <br />a <br />z <br />a <br />W <br />J <br />� <br />" <br />a <br />a <br />W <br />Z <br />a <br />1.1.. <br />c/) <br />D <br />a <br />M <br />c) <br />N <br />Z <br />a <br />U <br />11I <br />F-- <br />a <br />z <br />x L <br />ct5 <br />a <br />co <br />VQ <br />� rn <br />NN <br />L Y <br />iU <br />I <br />C3 < <br />u <br />Z N <br />Z <br />ED <br />z= a <br />ce) (Ad <br />� W <br />a)f r= <br />Q <br />W i Ul <br />Q �� <br />U � <br />O <br />F <br />Zm 4 iw <br />16 Q u <br />vin <br />J <br />w <br />W T� <br />T � I <br />U <br />co w W w <br />� W <br />on <br />c Z <br />W Z <br />� W <br />ZJ <br />Il� W W ? Z <br />W �U O <br />u <br />1� Cc <br />F_ <br />V Z <br />0 L 3 <br />U <br />3j <br />u <br />a0) <br />rn <br />Im <br />130 <br />DATE <br />br-c.EM bcR 19 �o <br />DRAWN BY: <br />W Hoff F <br />CHECKED BY <br />JOB NO. <br />SHEET <br />18 <br />OF 20 SHEETS <br />