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PENSIONS <br /> GENERAL NOTES: <br /> REV. DESCPoPINM! DATE APPROVED <br /> (:FNFRAI A INITIAL RELEASE 9/23/202 <br /> 1. ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, AND TO ALL OTHER <br /> APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO ALL APPLICABLE CONCRETE ANCHORS FOR <br /> S OSHA AND ADA REQUIREMENTS. POWER FEED <br /> 2. BEFORE ANY CONSTRUCTION WORK IS STARTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS CONDUIT ENTRANCE CABINET MOUNTING <br /> FROM THE PERTINENT AGENCIES. (16 PL) <br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOR THE LOCATION OF ALL UTILITIES IN THE PROJECT 3" PVC CONDUIT, SCH 40 MIN. <br /> AREA. SEE DETAIL "A" <br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PATCHING AND REPAIRS RESULTING FROM DEMOLITION <br /> OPERATIONS. ALL PATCHING AND REPAIR WORK SHALL MATCH ADJACENT MATERIALS AND FINISHES. <br /> 5. THE FOLLOWING ITEMS WILL BE SUPPLIED BY MOMENTUM DYNAMICS AND INSTALLED BY THE CONTRACTOR: GA COIL <br /> • GA ELECTRONICS CABINET/GA COOLING CABINET (APPROXIMATE WEIGHT = 2000/500 POUNDS) CABLE ENTRY + <br /> • GA COILS (APPROXIMATE WEIGHT = 400 POUNDS FOR ALL FOUR PADS) 6 PL - - <br /> • LIFTING THE PAD REQUIRES APPROXIMATELY 10 FEET VERTICAL LIFT CLEARANCE. GA CABINET <br /> REQUIRES APPROXIMATELY 12 FEET CLEARANCE, WITH THE APPROPRIATE LOAD LEVELING SPREADER <br /> - BAR' 150kW GENII + -lip KEEP OUT AREA <br /> 3 FOUNDATION CABINET (TYP) <br /> 1. THE FOUNDATION SUBGRADE SHALL BE APPROVED BY THE SPECIAL INSPECTOR PRIOR TO CONCRETE w <br /> o PLACEMENT. IF THE BEARING CAPACITY OF SUBGRADE IS NOT CAPABLE OF SUPPORTING 1AL I PST, THE CONDUIT CONTINUES < *COOLING <br /> SUBGRADE SHALL BE OVER-EXCAVATED TO SUITABLE MATERIAL AS DIRECTED BY THE SPECIAL INSPECTOR QAND BACKFILLED WITH AASHTO #57 MATERIAL OR APPROVED STRUCTURAL RLL 2. THE SUBGRADE SHALL BE COMPACTED USING LIGHT-WEIGHT EQUIPMENT. THROUGH, UP AND <br /> 3. ASPHALT WEARING COURSE SHALL BE ROLLED WITH LIGHTWEIGHT EQUIPMENT. HEAVY DUN STEAMROLLER GA CABINET PAD TOOUT OF GA CABINET p WORKING SPACE <br /> NOT PERMITTED TO BE USED AROUND GROUND COIL SOCKET. COORDINATE REQUIREMENTS WITH GROUND EXTEND 1" MIN BEYOND PER LOCAL CODES <br /> PAD, BUT AND REQUIREMENTS <br /> COIL SOCKET MANUFACTURER. CABINET OUTLINE NOTINTO CABINET o34. ASSEMBLY SHALL BE CAPABLE OF SUPPORTING HS20 TRUCK LOADING. CONTACT TIRE PRESSURE IS 80 1- SITE SOPSI. wCONCRETE PLACEMENT CONDUIT TRENCH <br /> 1. CAST-IN-PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI CONCRETE.?� MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4-INCHES. <br /> IMAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. <br /> 4. SLUMP LIMIT SHALL BE 4-INCHES, PLUS OR MINUS 1-INCH. <br /> 5. EPDXY REINFORCING SHALL CONFORM TO ASTM A615. GRADE 60 WITH EPDXY COATING MEETING ASTM GA COILS + GA ELECTRONIC <br /> A775. CABINET <br /> 6. FLATNESS AND LEVELNESS OF CONCRETE LEVELING PAD IS CRITICAL AND SHALL BE INSPECTED AND 2 1031, <br /> - <br /> APPROVED PRIOR TO THE INSTALLATION OF THE PRECAST COIL SOCKET. 8 <br /> PRECAST SOCKET <br /> WORKING SPACE DETAIL <br /> 1. SEE PRECAST FABRICATION DRAWINGS FOR PRECAST SOCKET INFORMATION. t <br /> 2. TYPES OF PRECAST SOCKET UNITS: <br /> • ixi (3'-1" x 3'-4") SOCKET (465 LBS) , FORM (XXX LBS) 2'-B" <br /> 3. CONTRACTOR SHALL PROVIDE LIFTING EQUIPMENT CAPABLE OF SUPPORT PRECAST SOCKET LOADS ABOVE. <br /> CONTRACTOR SHALL UTILIZE LIFTING HOOKS PROVIDED IN A MANNER TO EVENLY DISTRIBUTE LOADS <br /> DURING INSTALLATION. SITE #3 ® 12" TIES <br /> 4. PLACE CRATED SOCKET ASSEMBLY AS DELIVERED ON A FLAT, LEVEL, INCOMPRESSIBLE SURFACE. ~SPECIFIC~ 3" PVC CONDUIT, <br /> 5. SHIM CORNERS AS NECESSARY TO ELIMINATE ROCKING AND DISTRIBUTE LOADING EQUALLY TO ALL FOUR 12 TOTAL SPACED <br /> CORNERS. <br /> 5. REMOVE LID OF CRATE BY REMOVING SCREWS, LEAVING SIDES OF CRATE IN PLACE TO PROVIDE 4 %" CENTER TO 3" TYP ALL AROUND <br /> FORMWORK FOR CONCRETE POUR. CENTER <br /> 7. APPLY SUITABLE CONCRETE RELEASE AGENT TO INSIDE SURFACES OF FORMWORK. DO NOT APPLY <br /> RELEASE TO ANY PARTS OF THE SOCKET OR OTHER COMPONENTS. <br /> 8. FILL CENTER PYLON CAVITY (CENTER COLUMN) FIRST WITH CONCRETE OR GROUT, CAREFULLY RODDING 1)/2" MIN 12" MAX <br /> AND SETTLING TO ENSURE ABSENCE OF VOIDS. SPACING (TYP) <br /> 9. FILL REMAINING SPACE WITH CONCRETE OR GROUT, CAREFULLY RODDING AND SETTLING TO INSURE <br /> ABSENCE OF VOIDS. <br /> 10.LEVEL OFF CONCRETE TO TOP OF FORMWORK, TAKING CARE THAT FOAM PLUGS IN DRAINPIPES AND TAPE <br /> BLOCKS ON TOP OF ADJUSTER SCREW HOUSINGS ARE NOT DISLODGED. CONCRETE SHOULD NOT BE 3'-2 ' LONGITUDINAL GI 1NGITUDDII O/C F�5'-5$" <br /> ALLOWED INTO THESE OPENINGS. WHEN CONCRETE HAS SET, INVERT ENTIRE CASING 180 DEGREES. r LONAL 12' MAX <br /> 11.REMOVE BOTTOM OF CRATE (NOW ON TOP) BY REMOVING SCREWS REINF UTILITY DUCT BANK DETAIL <br /> 12.REMOVE 4 HEX BOLTS ALONG EACH CORNER, AND 5 SCREWS ALONG EACH SIDE, MARKED BY RED <br /> CIRCLES. REMOVE FORMWORK. <br /> 13.REMOVE 4 CORNER BOLTS AND 4 CENTER BOLTS AND REMOVE ALUMINUM STIFFENING PLATE. EXISTING CONCRETE DETAIL "A„ <br /> 14.REMOVE 4 BOLTS IN BOTTOM CORNERS OF SOCKET TUB FROM THE LEVELING SCREW HOUSINGS AND CURB AND GUTTER <br /> I FROM BOTTOM OF CASTING.NSTALL IN THEIR PLACE 4 LEVELING SCREWS INTO THE HOUSINGS, TO PROJECT APPROXIMATELY 2.5CM DIMENSIONS VARY <br /> 15.INSTALL 4 TEMPORARY LIFTING EYES INTO THE 4 STIFFENING PLATE CORNER ATTACHMENT POINTS AND PER LOCATION) <br /> ATTACH LIFTING HARNESS. <br /> SEQUENCE OF CONSTRUCTION I 1 <br /> ,0 1. SAWCUT EXISTING PAVEMENT. MIN <br /> 2. REMOVE PAVEMENT AND EXCAVATE TO REQUIRED DEPTH. EXISTING GRADE--- --�--- I -------------- EXISTING GRADE <br /> 3. PLACE NON-WOVEN GEOTEXTILE AROUND EXCAVATION AND SUBBASE AND EXTEND UP TO TOP OF ROAD SURFACE ROAD SURFACE <br /> EXCAVATION. ALLOW GEOTEXTILE TO LAP OVER EXCAVATION TO ENSURE FULL COVERAGE. NON-WOVEN <br /> GEOTEXTILE SHALL BE PLACED AT INTERFACE BETWEEN COMPACTED SUBGRADE AND SUBBASE AS WELL - <br /> AS COMPACTED SUBBASE AND SECONDARY COMPACTED BACKFILL TO ENSURE ENCAPSULATION. CUT <br /> o NON-WOVEN GEOTEXTILE IN APPROPRIATE LENGTHS TO ALLOW WRAPPING THESE SUBSTRATES WITHOUT <br /> JOINTS AS BEST AS POSSIBLE. i <br /> E 4. PLACE COMPACTED SUBBASE. COMPACTION SHOULD MEET 98% DRY DENSITY. <br /> 5. POUR 3-INCH THICK CAST-IN-PLACE CONCRETE LEVELING PAD SLOPED TO MATCH ROADWAY. <br /> n N 6. SUB SLAB IN TRENCH ON TOP OF COMPACTED GRAVEL, AS SHOWN IN DRAWINGS, TOP SURFACE OF SLAB BOTTOM OF FOOTING <br /> IS 43CM BELOW ROAD SURFACE, TOP SURFACE FOLLOWS THE SLOPE OF THE ROADWAY. <br /> 7. ADJUST LEVELING SCREWS TO PROJECT APPROX. 2.5CM BELOW BOTTOM OF CONCRETE, AND LOWER THE I SHALL BE BELOW <br /> SOCKET ONTO THE 3 SLAB. RELEASE AGENT APPLIED TO PROJECTING LEVELING SCREWS. FROST LINE SEE SHEET 2 FOR GROUND ASSEMBLY SECTION <br /> �8 B. ADJUST LEVELING SCREWS SO THAT TOP OF SOCKET IS LEVEL WITH SURROUNDING ROADWAY. <br /> 9. WHEN SOCKET IS LEVELED, RAISE IT AND PLACE GROUT ON TOP OF SUBSLAB. PLACE SUFFICIENT GROUT SITE SPECIFIC <br /> TO BE SURE THAT SPACE BETWEEN BOTTOM OF SOCKET AND TOP OF SUBSLAB WILL BE COMPLETELY <br /> oFILLED WHEN SOCKET IS PLACED. PILE GROUT UP IN THE CENTER A LITTLE DEEPER TO ENSURE THAT <br /> WHEN THE SOCKET IS LOWERED INTO THE GROUT, THE GROUT IS DISPLACED EVENLY AND NO VOIDS <br /> W 0 OCCUR UNDER THE SOCKET. <br /> 3 <br /> 10.LOWER THE SOCKET DOWN INTO THE WET GROUT AND RE-ADJUST THE LEVELING SCREWS IF NECESSARY <br /> 1 G TO BRING TOP OF SOCKET LEVEL WITH ROADWAY. <br /> 11.ALLOW GROUT TO SET BEFORE POURING REMAINING CONCRETE SURROUND. <br /> 12.INSPECT CONCRETE LEVELING PAD TO ENSURE FLATNESS AND LEVELNESS IS ACCEPTABLE. <br /> 13.PLACE PRECAST COIL SOCKET UNIT ATOP CONCRETE LEVELING PAD. <br /> 14.PLACE COMPACTED BACKFILL AROUND PRECAST COIL SOCKET UNIT AND CONCRETE LEVELING PAD. TamAxas <br /> 8 COMPACTION SHOULD MEET 98% DRY DENSITY. ulafsi DPmNP[SITO'E: e,we Momentum Dynamics <br /> m•r K yr rKic OA�x ! <br /> 15.COVER CONDUIT FROM CHARGING PADS WITH ENCLOSURE AS PER ATTACHED DRAWING, OR BETTER, UNTIL 3 Pennsylvania Avenue <br /> b r Malvern,PA 19355 <br /> A E PPM INSTALLATION. At.t OG MI • <br /> 16.AFTER CONCRETE HAD CURED, REMOVE SUPPORT SYSTEM AND PLACE FLEXIBLE EPDXY AROUND PADS %K 3.0 °1"Ri' <br /> �m AND IN ANCHOR HOLES AROUND PAVEMENT. � *� TITLE: <br /> 17.DRILL AND INSTALL GA CABINET GA COILS. INSTALLATION DRAWING - GA, <br /> 18.MD WILL TERMINATE CONDUIT INTO GA CABINET GA COILS. n�mAw9erPaKrna e " GEN II, 150kW, 2X75kW, GEN <br /> 19.TERMINATE POWER FEED INTO GA CABINET. <br /> m 20.PAVE SURFACE AROUND COIL SOCKET. <br /> uo rneoamu <br /> v k Y[aRM <br /> w i6 miw.a E DWG ND0010001077 yD A <br /> oxwxc <br /> SCALE:NONEI I SHEET 1 OF 2 <br /> e Designed avers�� <br /> a 8 DS �S K. <br /> $ Drawn �� ELCON ® � R ' ' BEB INDUCTIVE CHARGER DrawingCheckedKPBID/SB a* � uie os INSTALLATION ELECTRICAL REFERENCE DRAWINGS EZ04 <br /> n E <br /> m v NO. DATE APRVD REVISION Design Review Level ASSOCIATES INC. Sheet"°. <br /> a PLANS ISSUED FOR 239 r Berea, A98201 TYPICAL INSTALLATIONS DETAILS - 1 OF 2 10 <br /> A.. y,Sara ti Everett,WA 98201 <br /> BID CONST RECORD Sr0 + 15220IlN, Prwy#3W TEL(BM) -2490 415.157.880o everettwa. ov <br /> ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD NAL L e�naOregon 97036 www.elcur.com 9 REGION-10 I STATE-WA I FEDERALAIDB-7gfppp## ofro:al <br /> e idad n°B"iida Bxma"9a of w, .-s­"a c°"dini°"a A9­a°n aaa www.bxwa.com-Always varify s-i <br />