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8 7 TOOLED 1" RAD. ---- - - �...,,.,u.= •,....._,...�.. <br /> AT EDGE <br /> 2 1 /2" - - 3" �- - 2 1 ,/2" <br /> STEEL REINF <br /> 4" ASPHALT (MIN) --- \ <br /> 8" COMPACTED BASE .� ' 3-#4 CONT. (FOR <br /> & #4SPACED _ BARS FULL LENGTH 1 / 2' THK. <br /> f - T EXPANSION JT. \ <br /> MATERIAL © 24' O.0 FOR 3' �WAI_E �) 1 0' , / / <br /> _ _ _ . - i — — - ; r FINISH YARD GRAD_ W/ PETROLEUM <br /> u-{ RESISITANT <br /> °o <br /> SEALER <br /> n <br /> � I - <br /> }� / c� — g" °0 . 3" MULCH <br /> 3/4„ PIN OR STEEL 3„ / ,/ <br /> PIPE (2) PER BUMPEfi - a" /�- SOIL ADDED <br /> TO BE OP <br /> \, I ® 9' FORM EACH END -6 ° ° -I I- MIXED WITH <br /> COMPACTED SUB-BASE _o ° N <br /> EXIST. SOIL. <br /> L <br /> -CONCRETE SWALE(asphalt) _ _ <br /> --_ 1 -- --- .---. <br /> SCALE. N.T.S. I \__ <br /> 1� CONC. SLAB OR - 111 ° � ROUGH GRADE <br /> A/C PAVING MOUND LIVE PLANTING <br /> D CONCRETE WHEEL_STOP T - - AREA IN LARGE AREAS <br /> SCALE: N.T.S. — ONLY <br /> IIOTE: CONTROL JOINTS SHOULD BE \- 2--#3 CONT. RE13ARS <br /> PLACED EVERY 20 FT. IN PLANTER CURBS. <br /> r - 24' N.T.S. - - TY_P. PLANTER CURB <br /> 6 <br /> 1" RAD. - SCALE_N.T.S. - - <br /> (TYP.) <br /> ASPHALT PAVING <br /> CQ <br /> r - <br /> j�l 11-III ITl ;niil ' ll 111 - <br /> I � li , ll iL .111 <br /> �-MOUNTING BRACKET <br /> . <br /> I TTI <br /> --#4 HORIZ - <br /> REBAR ( CONT. ) - #4 BAR 18" O.C. <br /> -METAL HAL'C� <br /> LT. FIXTURE, <br /> 40OW BULB <br /> 6 <br /> CURB & GUTTER DETAIL_ - - - <br /> SCALE: N.T.S. 5" SQ.x 16'-0" HT. STRAIGHT <br /> -- <br /> SQUARE STEEL TUBE POLE <br /> TOOLED 1" RAD. W ' SQUARE BASE PLATE <br /> AT EDGE Y / AND ANCHOR BOLTS <br /> \ L- 6" - _ HANDHOLE <br /> W/ COVER <br /> L - MACK COAT i STUB 3 /4' COIND <br /> .3-.35 GAL/SQYD. 6" RIVER ROCK (+ 1" - 1 1 /2"0 ' 14" AB6VE FDN. <br /> SEAL COAT /. ^ '7 ' / 4-3/4" DIA. X <br /> �- � a " BUFF 5AID' COLOR, SU3��II? i / <br /> SAMPLE FOR APPROVAL, i 30" GALV. ANCHOR, <br /> 6 BC/PT01 FURNISHED <br /> TROP FOAL % ," x y�, N-7 Z._ - 8 MIL BiACK PER' OR.";' 1` '✓IiJY, SHEETSLO <br /> /BINDER COAT 2 1 <br /> l_/ 1 /�/l iI IIT., YP REBAR PATTERN <br /> III—III-"-I f r 11=-1 _ a <br /> I f _-- ___iASPHALT ° ` ROUGH GRADE <br /> 8' BASE COuRSE I 1-- I -1 I� <br /> COMPAC"TED BASMOUNDE <br /> ( LA RTINr <br /> COMPACTED O 95% ASTM )698) RINLARGE1EAS <br /> �i <br /> ELECTRICAL <br /> ONLYCONDUIT <br /> 6-- VERTICAL <br /> REBAR <br /> SPACED EQUALLY. <br /> NOTE: CONTROL JOINTS SHOULD BE 2- 3 CONT. KEBABS ] $ P o u <br /> " PLACED EC- 'S TIES SPACED <br /> PRI E COAT ___ � \\\\ x-10 <br /> SPIJNBOND TYPE 11 EVERY ZO FT. IN CURBS. 311 I_LY <br /> TREVIRA' S1115 \ <br /> "fl FOOTING (T(P) <br /> DS <br /> SPHALT DETAIL (OVERLAY) GEOFABRIC E PLANTER CURB W1DECORATIVE STONE YARD LIGHT DETAILS <br /> _ �CAN.T.S,N.T . - SCALE: rLTs. <br /> •AIMER sN REFERENCE DRAWINGS IMPORTANT NOTICE REV. NO. DATE REVISED DESTROY AIL PRINTS REV. GKD. APPD DRAWN ar AMCADD <br /> Section 4276/4277 of the Goverment "-- - rp p�\I <br /> BEARN—Ea4tlER DATE -- BY 5Y <br /> Code requires a ss Alert identification ,_ _- _-_ I E I 'i S LEASING <br /> ��(I^ rC�� T �r, Number be issued before o cHECNFD BY - <br /> ll ll Permit to Excavate will be valid -._.._ _-..-.._. __. -- _._-. ._ _ - .__... .._...-.-_�_.-_-___..--.-__.. _.__ ___- ___ - _ -._ �� . <br /> -- - - - --- ----- . - - __.._- <br /> SERVICES For your Dig Alert Ip Number Call <br /> E <br /> 1135 A1057A AVEunde <br /> 't03 round '. -_- _.__ wPeDOEo - DETAILS <br /> SERVIC <br /> GLENDORq CA. 91740-3769 9.m.fa At.,# <br /> PNone: (816) 857-7388 -- -- D WNING NO. <br /> CALL: TOIL FREE __ __- _._._ _.- __- _..__ -._,_.. -_ _.T. _...._ A1E.._ _217 95- <br /> 1-600 <br /> �_ 422-M163 <br /> Tuo DarkSnD D.U. D.1a . You Dig _._-... _._- ___.- _._. - _ -'____,..._._—_ -.._._._._. _-__ __.. -,..,. - <br /> SCAI,E N.T.$, , �_:�, <br /> t,9as/npy %EVS sheet <br />