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FINISHED > <br /> GRADE PROPOSED PAD y <br /> v m <br /> N <br /> 8'-0" m <br /> AMERICAN TOWER" <br /> ATC TOWER SERVICES,LLC � <br /> 3500 REGENCY PARKWAY a <br /> #4 @ 11-1/4" STUB UP SUITE 100 U <br /> AREA CARY,NC 27518 <br /> EXISTING 6"EXISTING CRUSHED PHONE:(919)468-0112 <br /> COMPACTED FILL STONE OR GRAVEL COA:3408 <br /> PAD NOTES: (SEE NOTE 2) <br /> Jr0 <br /> N <br /> 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL.DELETRIOUS MATERIAL AND THESE DRAWINGS AND/OR THE ACCOMPANYING <br /> 3/4" SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE t <br /> CHAMFER ;` ORGANICS SHALL BE REMOVED. EXCLUSIVE PROPERTY OF AMERICAN TOWER.THEIR USE AND m <br /> 04 cD o PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE <br /> FOR WHICH THEY ARE PREPARED.ANY USE OR DISCLOSURE o- <br /> io 2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2'PERIMETER USING A OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR O <br /> $° MECHANICAL PLATE TAMPER,MIN 3 PASSES.SEE ATC CONSTRUCTION THE SPECIFIED CARRIER IS STRICTLY PROHIBITED.TITLE TO <br /> SPECIFICATION 312000 ACCESS ROAD AND EARTH WORK. THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF <br /> AMERICAN TOWER WHETHER OR NOT THE PROJECT IS <br /> '4 EXECUTED.NEITHER THE ARCHITECT NOR THE ENGINEER WILL <br /> 3. USE GALVANIZED HILTI EXPANSION ANCHORS OR,APPROVED EQUAL,FOR BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS <br /> EQUIPMENT ANCHORAGE. PROJECT.CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND <br /> #4 @ 11" ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.ANY PRIOR <br /> ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST <br /> v - 4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT,SEE EQUIPMENT VERSION ON FILE WITH AMERICAN TOWER. <br /> a <br /> VENDOR DRAWINGS. <br /> /^1 GRAVEL PREPARATION REV. DESCRIPTION BY DATE <br /> 11-11" 3 G SCALE:N.T.S. 0� FOR CONSTRUCTION MF 12/14/21 <br /> 0 <br /> UNISTRUT 6'-6" 0 <br /> PIPE/CONDUIT <br /> PAD NOTES: <br /> CLAMP P1119 OR 5'-6" <br /> n <br /> P2558-35(GALV.) PIPE CAP <br /> 1. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. (TYP.)FOLLOW 1"TO 3" <br /> 2. PADS SHALL HAVE A MIN 28 DAY COMPRESSIVE STRENGTH AS SPECIFIED ON G-002,CONCRETE AND REINFORCING STEEL NOTES#3 MANUFACTURER FA A 1 ATC SITE NUMBER: <br /> 3. REFER TO CONCRETE&REINFORCED STEEL NOTES ON SHEET G-002&ATC CONSTRUCTION SPECIFICATION 033000 FOR SECTION A-A RECOMMENDATIONS 83067 <br /> CAST-IN-PLACE PADS. FOR BOLT TORQUE <br /> 4. STUB UP AREA SHALL BE FILLED WITH QUIKRETE,OR APPROVED EQUAL,PRIOR TO FINAL SET OF GENERATOR ON PAD. <br /> 5. AFTER FINAL SET OF GENERATOR ON PAD,GROUT ALL EXTERIOR OPENINGS AT PAD INTERFACE SO THAT FINISHED MAXIMUM TRANSFER SWITCH ATC SITE NAME: <br /> OPENING SHALL BE 1/4 INCH. (SEE NOTE 7) <br /> 6. GROUT SHALL BE PER ATC CONSTRUCTION SPECIFICATION DIVISION 03,CONCRETE. o SOUTH EVE RETT <br /> CIRCUIT BREAKER 0 p <br /> REINFORCED PAD LAYOUT <br /> EMERGENCY POWER ATC PANEL <br /> SCALE:N.T.S. OFFSITE ADDRESS: <br /> Z 240V,60A,3-WIRE,1-PH, <br /> g 40A M.C.B,8 SP,8CKT, 709 80ST SW <br /> C? . NEMA 3R LOAD CENTER EVERETT,WA 98203 <br /> MONITORING SYSTEM r SEAL: <br /> W I REWAY <br /> NEMA 3R 6X6X4 UNISTRUT ti FVA v h <br /> WEATHERPROOF ® ® (TO BE FIELD LOCATED) �� WA 4 <br /> SCREW COVER 0 �F H/ <br /> tlJUNCTION BOX ��J A, l <br /> 3"STD GALVANIZED � <br /> PIPE MEYERS HUB <br /> (TYP ALL EQUIPMENT <br /> EXOTHERMIC WELD CONNECTIONS) <br /> COLD GALVANIZE <br /> PROPOSED CONDUIT AFTER COOLING gIL <br /> �Q � <br /> CLAMP(TYP.) EXISTING GRADE yO� � `V <br /> PROPOSED RGS CONDUIT i <br /> PROPOSED EXPANSION �`r`SIONAL � <br /> ANCHOR(NP.) <br /> 1"CROWN i <br /> EXISTING CONCRETE o <br /> a a a M Authorized by "EOR" <br /> De 0 0A32 7 n <br /> 12"0 CONCRETE FOOTING � ■ <br /> (PRE-CAST WHERE ALLOWED ♦♦ ���JJJ <br /> CONDUIT NOTE: <br /> BY JURISDICTION) <br /> ABOVE GROUND CONDUITS NEED TO BE SUPPORTED/FASTENED H-FRAME NOTES: <br /> PER NEC 344 AND PER ATC CONSTRUCTION SPECIFICATIONS. DRAWN BY: MF <br /> 1. IF IT IS NECESSARY TO EXTEND THE H-FRAME,AN ADDITIONAL POST SHALL BE REQUIRED. DATE DRAWN: 12/14/21 <br /> CONDUIT ATTACHMENT IT ATTACHMENT 2.3. SPRAYOSED UNISTRUTS ENDS OF UNISTRUT OBE FIELD WITH COLD UT AND SHALL NOT EXTEND GALVA GALVANIZING SPRAY PAINT,ALLOW TO DRY,RH N COVER WITH RUBBER POST.E THAN 6 INCHES BEYOND THE LAST ATC JOB NO: 13739826_M4 <br /> 3 <br /> SCALE:N.T.S. PROTECTIVE CAPS FOR SAFETY. <br /> 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. <br /> 5. ALL PROPOSED HARDWARE TO BE MOUNTED AND GROUNDED PER MANUFACTURERS SPECS CONCRETE PAD <br /> 6. ALL ITEMS ARE PROPOSED UNLESS OTHERWISE NOTED. <br /> 7. LAYOUT H-FRAME&PROPOSED EQUIPMENT EXACTLY AS SHOWN TO ALLOW FOR FUTURE EQUIPMENT.ANY DETAILS <br /> DEVIATIONS MUST BE APPROVED BY ATC CM,IN WRITING,NO EXCEPTIONS. <br /> 8. FOOTINGS SHALL BE ONE OF THE FOLLOWING:USS POLECRETE STABILIZER SYSTEM,PRECAST CONCRETE(WHERE <br /> ALLOWED BY JURISDICTION)OR CAST IN PLACE.FOR PRECAST FOOTINGS,CONTRACTORS SHALL THOROUGHLY <br /> COMPACT THE PERIMETER(2'MIN)OF FOOTING WITH MECHANICAL PLATE TAMPER. SHEET NUMBER: REVISION: <br /> 4 H-FRAME C-501 0 <br /> SCALE:N.T.S. <br />