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SUPERPAVE WEARING COURSE, PG FIBERGLASS COIL CONCRETE POUR SUPERPAVE BINDER COURSE, PG <br /> AFT64S-22, 9.5 MM MIX, 1.5" DEPTH SOCKET ASSEMBLY (SEE POURER <br /> ISR�ET UT 64S-22, 19.0 MM MIX AT 2.5" <br /> $ OR 12.5 MM AT 2.0" DEPTH, 2'-0" WEARING MANUFACTURER) DEPTH, OR 25 MM AT 3.0" DEPTH <br /> SRL—M COURSE SRL—M. CONCRETE CAN BE <br /> TYP/CAL ROADWAY SECT/ON (TYPICAL ALL AROUND) 1'-0" BINDER COURSE ASBSLOPEEOFFOR ROADINDER SURFACECOURSE <br /> WITH CRUSHED STONE 6 (TYPICAL ALL AROUND) (TYPICAL ALL AROUND) CHANGES <br /> o OR CONCRETE BASE ~ �I{ <br /> COURSE <br /> E <br /> EX/STING CRUSHED STONE <br /> SUBBASE <br /> NON—WOVEN <br /> ;d a GEOTEXTILE <br /> d <br /> e N :A xxxxxxxxxx1J(xxx%-Xxxx4xx <br /> d <br /> °0 <br /> \ <br /> \ \ \ \ \ \ \ \ \ \ <br /> \ <br /> //i// //i/ 1=1 11=1 11=1 11=1 11=1 I I III I I I=1 11=1 11=1 11= <br /> PRECAST COIL 3" MINIMUM CONCRETE LEVELING SCREWS NOMINAL 1" GROUT LAYER TO <br /> SOCKET UNIT BY LEVELING PAD SLOPED EMBEDDED IN FILL SPACE BETWEEN PRECAST <br /> OTHERS AS REQUIRED TO MATCH PRECAST BEAR ON AND LEVELING PAD <br /> COMPACTED 8" PENNDOT 2A ROADWAY, TOP SURFACE LEVELING PAD <br /> SUBBASE OR APPROVED EQUAL TO BE 17" BELOW ROAD COMPACTED <br /> SURFACE SUBGRADE <br /> GROUND ASSEMBLY SECTION (ASPHALT ROADWAY BASE) <br /> CONCRETE PAVING WITH #4 EPDXY <br /> FIBERGLASS COIL DOWELS AT 12" ON CENTER DRILLED <br /> 2'-0" WEARING SOCKET ASSEMBLY AND EPDXIED 8" INTO EXISTING <br /> COURSE (SEE MANUFACTURER) PAVING AND EXTENDING 22" INTO <br /> (TYPICAL ALL AROUND) CONCRETE POUR NEW PAVING (TOTAL LENGTH IS 30") <br /> 6"(TYPICAL ALL AROUND) AFTER GROUT <br /> POUR IS SET <br /> EX/STING CONCRETE PAINING <br /> a ° ° <br /> 00 EX/STING CRUSHED STONE <br /> N SUBBASE <br /> /\\ X <br /> NON—WOVEN <br /> - j\ \ \ \ \ \ \ <br /> / GEOTEXTI LE <br /> 00 <br /> W0 — — — — — — — — — <br /> 15 � :: /&g PRECAST COIL 3" MINIMUM CONCRETE LEVELING SCREWS NOMINAL 1" GROUT LAYER TO <br /> SOCKET UNIT BY LEVELING PAD SLOPED EMBEDDED IN FILL SPACE BETWEEN PRECAST <br /> w OTHERS AS REQUIRED TO MATCH PRECAST TO BEAR AND LEVELING PAD <br /> s COMPACTED 8" PENNDOT 2A ROADWAY, TOP SURFACE ON LEVELING PAD <br /> SUBBASE OR APPROVED EQUAL TO BE 17" BELOW ROAD COMPACTED <br /> AE <br /> SURFACE <br /> �m SUBGRADE <br /> Momentum Dynamics <br /> o GROUND ASSEMBLY SECTION (CONCRETE ROADWAY BASE) � � Mal°ern°PA193550e <br /> G rs .go <br /> ar SD l "° 1000001077 REV <br /> w u Rrwrs xvnm <br /> SCALE:NONE SHEET 2 OF 2 <br /> a g Designed Drawing <br /> $ Drawn °S K S�TI RCON <br /> BEB INDUCTIVE CHARGERBD EVERETT ELECTRICAL REFERENCE DRAWINGS EZ05 <br /> 7 Checked KP/SB 4 PUBLIC WORKS INSTALLATION <br /> n E <br /> m v NO. DATE APRVD REVISION Design Review Level ASSOCIATES INC. 3Heet"°. <br /> PLANS ISSUED FOR 23 9 r 3100CedarStreet 11 <br /> RID CONST RECORD �r f �N TL��3, 1 Everett,WA98201 TYPICAL INSTALLATIONS DETAILS — 2 OF 2 11 <br /> s= TONAL �O,Oregon 9790E www.elcon.com 415.1578800 everettwa.gov REGION-10 I STATE-WA � FEDERAL AID#-####### <br /> ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD OfT°tai <br /> e idad n°a"iid—exma°ya of MN, .-F° "aaya c°°dini°°a Ay­a°n aaa www.bxwa.com-Always-ify­i <br />