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1, <br />• <br />• <br />t61, <br />b' U1 at >;• •I CONC. <br />��'``Ct�M. TTP. <br />i SLOPE <br />SLAG <br />• —•*- 3ITE4ASt TILT.0 <br />PA, <br />I <br />FiEFER TO CIvil. DRAWING FOR <br />LOCATION OF DISI"•16TER PAD <br />'••- CUM. Trp <br />DRU. 4Ot E$ W CO'CRETE <br />SLAB TO ACCEPT CONCRETE <br />BOLUS TIP. 4 PLACES <br />T FRA5 ENCLOSURE PLAN <br />UA' s i•�' <br />SCALE= <br />CAN' :ER ANC <br />SLOPE TOP <br />SITE•CA3T, TE.T4P <br />CO. . PANEL, T YP. <br />6' r 6' CONCRETE CURB <br />SLOPE TOP TO DRAW <br />W COALS AT 32" at. <br />6' CCN TE 9U43 <br />• • s <br />CCkETE FOUNDATION <br />NALL AND FOOTI i - • <br />!iEs STR. <br />1'"�URAL `• <br />.... } <br />y <br />• <br />• <br />• <br />'4 <br />• t` <br />• 31 <br />1 <br />• <br />TRASH SCREEN WALL <br />scALE, <br />SECTION <br />a0• <br />• <br />3 X 2 TUE* 9T1.. ®ODER PROvIrDE TURNISUCK..E < <br />CABLE • INNER SIDE <br />OF TRAS14 ENCLOSURE <br />DOORS <br />25 GA. CORRUGATED <br />METAL GATE <br />.4 a. 4 ATII!! 11a QIIlaCI a <br />(.I <br />it ' ♦ 1 <br />Ill <br />/ <br />w1etw�O: MAMA, `._ c0Rl°ou7--- 3 MAX. wpm LAT: r+ AND IbABE OrATs mtgs. AAM G.�T A SATE. <br />tag *IAD,* N�Avr OJTT bode <br />I'E4 i1 D4I'1,644 MOP'' ISI: • <br />. 1* -4 tr4•11" I <br />-_ TO. MATCH . {WILD NNG <br />TSA51-4 ENCL. EL ....V. <br />6C&Es NONE <br />• <br />�co1.2 <br />0° ° It E'G/.i. <br />.10 <br />00,E .ora` RTt•. Fop s <br />4tiP °©� <br />o� 9. <br />h ac, 19926 3e*� <br />- taro <br />tvo <br />ice. ® ire 4,4* <br />DRIVEWAY DETAIL <br />' EXPANSION <br />JOINT <br />• 4'-6' <br />SEE TABLE <br />THIS <br />SHEET <br />SEE TABLE <br />THIS SHEET <br />NOTES <br />1 1/2' <br />MONOLITHIC POUR <br />SECTION A—A <br />1. CONTRACTION JOINTS ARE REQUIRED AT EACH SIDE OF' WRAPPED SECTION AND EVERY <br />10' (MAX) ALONG THE DRIVEWAY. <br />2. EXPANSION JOINT REQUIRED IF CONCRETE DRIVE IS USED BEHIND CURB CUT. <br />3. BACK OF CURB CUT EXTENDS TO BACK OF WALK OR BIKE PATH. <br />4. NO END OF' CURB SHALL BE CONSTRUCTED WITHIN 5'-0' OF A PROPERTY LINE <br />OR 30'-0' OF A PROPERTY CORNER. <br />TRAFFIC ENGINEER SHALL APPROVE LOCATION OF CURB CUT BEFORE CONSTRUCTION. <br />6 SACK CONCRETE WITH FIBERMESH REQUIRED. <br />5. <br />6. <br />TYPE OF CUT WIDTH OF TOTAL MINIMUM <br />CURB CUT WIDTH THICKNESS <br />MULTI ISE FAM( <br />�i6'-'�''' <br />FAM <br />CQMh4EREIAG 30'-40' 40'-51' I la - <br />i <br />I <br />i <br />• II <br />04) <br />cti 4.3 0.14 <br />=J o <br />a° <br />• <br />CCS '—+ p LJ <br />4,0 to ra <br />0 WS co <br />A L.) co <br />(303)456-9250 <br />LOUISVILLE <br />DETAIL SHEET <br />z CO qt Why <br />ADCu<c) >a" <br />�p I cpzs ti <br />w ;Nc�7H =E <br />,- Aad <br />al 00 L.0 Anti <br />' <br />V a � <br />0 <br />N <br />w <br />CITY COMMENTS <br />C • <br />z <br />SCALE 1" <br />DES. BY <br />CHK. BY <br />DWN. BY <br />DMD <br />DMD <br />MAT <br />DATE: 8/20/99 <br />SHEET 5 OF 8 <br />JOB NO. <br />1505.01 <br />1 <br />3MI1 SIHT Y.01NIM4 10 3903 14O11IS0d <br />POSITION EDGE Of PRINT ON THIS LINE <br />_ <br />0 <br />r <br />0 <br />CORPORATION • IRVINE, CALIFORNIA <br />REORDER BY NUMBER 075AR <br />5 <br />6 <br />9 <br />z <br />0 <br />t <br />0 <br />2 <br />D <br />3MIl SIH) MO 1M1Nd 10 3903 NOI1'SOd <br />POSITION EDGE OF PRINT ON THIS LINE • <br />j <br />0 <br />a <br />0 <br />VINHO H 1V0 '3N1N3I <br />838IN(lN 9NIMdUO <br />d381N(lN ONIMVUO <br />E38Wf1N ONIMdUO <br />c <br />C! <br />55 (II <br />,- r rrrl <br />tat ;-IVJ <br />Orn OD O <br />nizr -16 <br />UJ,` <br />co: -'i <br />C) <br />