709 80TH ST SW T MOBILE ANTENNA 2023-08-08

FINISHED 0 GRADE PROPOSED PAD v kr i 1 ,,,, 1.1 v fi AMERICAN TOWER' - ` %e;i i �t�\\-- ATC TOWER SERVICES,LLC J \ -- ---- _ - \-- `, ' 1 1`!;/1`` 3500 REGENCY PARKWAY -I T SUITE100L= STUB UP CARP, 27518 U#4 @ 11-1/4 AREA EXISTING 6"EXISTING CRUSHED PHONE:(919)468-0112 1-0" ,8" COMPACTED FILL STONE OR GRAVEL COA:3408 A' 1' X- \ PAD NOTES: (SEE NOTE 2) . 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL.DELETRIOUS MATERIAL AND -EST 1RAWINGS AND/OR THE ACCOMPANYING 3/4" S Y_C IF.CATION AS INSTRUMENTS OR SERVICE ARE THE —� ORGANICS SHALL BE REMOVED. EXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE AND CHAMFER b PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE - N is io 2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2'PERIMETER USING A FOR WHICH THEY ARE PREPARED ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR I- MECHANICAL PLATE TAMPER,MIN 3 PASSES.SEE ATC CONSTRUCTION THE SPECIFIED CARRIER IS STRICTLY PROHIBITED TITLE TO SPECIFICATION 312000 ACCESS ROAD AND EARTH WORK. THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED NEITHER THE ARCHITECT NOR THE ENGINEER WILL 3. USE GALVANIZED HILTI EXPANSION ANCHORS OR,APPROVED EQUAL,FOR BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS EQUIPMENT ANCHORAGE. PROJECT CONTRACTOR(S)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES ANY PRIOR #4 @ 11 pp ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST ' 4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT,SEE EQUIPMENT VERSION ON FILE WITH AMERICAN TOWER VENDOR DRAWINGS. . - — - \ \ REV. DESCRIPTION BY DATE i 11 I 3" / / (1) GRAVEL PREPARATIONcA s 0 FOR CONSTRUCTION MF 12/14/21 . • io t f". , - - - - -• - a - UNISTRUT / _PIPE/CONDUIT CLAMP P1119 OR 5 6 PAD NOTES: i',I P2558-35(GALV.) / - - / PIPE CAP (TYP.)FOLLOW � 1. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. I 6-1 / MANUFACTURER I A --Al 1"TO 3" / 2. PADS SHALL HAVE A MIN 28 DAY COMPRESSIVE STRENGTH AS SPECIFIED ON G-002,CONCRETE AND REINFORCING STEEL NOTES#3 /✓ ATC SITE NUMBER: 3. REFER TO CONCRETE&REINFORCED STEEL NOTES ON SHEET G-002&ATC CONSTRUCTION SPECIFICATION 033000 FOR SECTION A-A RECOMMENDATIONS . — CAST-IN-PLACE PADS. FOR BOLT TORQUE - - _ -_-- 83067 4. STUB UP AREA SHALL BE FILLED WITH QUIKRETE,OR APPROVED EQUAL,PRIOR TO FINAL SET OF GENERATOR ON PAD. 5. AFTER FINAL SET OF GENERATOR ON PAD,GROUT ALL EXTERIOR OPENINGS AT PAD INTERFACE SO THAT FINISHED MAXIMUM • • TRANSFER SWITCH, • r _. .I ATC SITE NAME: OPENING SHALL BE 1/4 INCH. (SEE NOTE 7) SOUTH EVERETT 6. GROUT SHALL BE PER ATC CONSTRUCTION SPECIFICATION DIVISION 03,CONCRETE. ' O CIRCUIT BREAKER —O REINFORCED PAD LAYOUTI EMERGENCY POWER ATC PANEL SCALE:N.T.S. OFF 240V,60A,3-WIRE,1-PH. SITE ADDRESS: z •' 40A M.C.B,8 SP,8CKT, 709 80ST SW NEMA 3R LOAD CENTER EVERETT,WA 98203 MONITORING SYSTEM r SEAL: NEMA 3R 6X6X4 ® IIIII 11111 El UNISTRUT EVA1,r WEATH PROOR , (TO BE HELD LOCATED) �+ F SCREE COVER JUNCTION BOX -. ._ O WA H� 3"STD GALVANIZED PIPE MEYERS HUB co „` (TYP ALL EQUIPMENT ti 12 EXOTHERMIC WELD -■i`i • - CONNECTIONS) / COLD GALVANIZE 1111111 ,;{� x1. e PROPOSED CONDUIT AFTER COOLING �!� _ SJ � CLAMP(TYP.) EXISTING GRAD£ _ `V PROPOSED RGS CONDUIT � i � 1 � � I I I O RF�ri PROPOSED EXPANSION ,1 / I i `\.,� 1 1, 1 I, 1, V •` , ` `. NAL �/� �/1. 1 I � -fit` � ,�, I `.--\ EXISTING CONCRETE 1 __ 1"CROWN I , .. Authorized by "EOR" 29 Dec 0 1 0 32:27 12"O CONCRETE FOOTING I - CO�18�1 (PRE-CAST WHERE ALLOWED — 1. v BY JURISDICTION) ill CONDUIT NOTE: 1'-0" ABOVE GROUND CONDUITS NEED TO BE SUPPORTED/FASTENED H-FRAME NOTES: DRAWN BY: MF PER NEC 344 AND PER ATC CONSTRUCTION SPECIFICATIONS. 1. IF IT IS NECESSARY TO EXTEND THE H-FRAME,AN ADDITIONAL POST SHALL BE REQUIRED. DATE DRAWN: 12/14/21 2. PROPOSED UNISTRUTS TO BE FIELD CUT AND SHALL NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST. CONDUIT ATTACHMENT 3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT,ALLOW TO DRY,THEN COVER WITH RUBBER ATC JOB NO: 13739826_M4 01 SCALE:N.T.S. PROTECTIVE CAPS FOR SAFETY. 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 5. ALL PROPOSED HARDWARE TO BE MOUNTED AND GROUNDED PER MANUFACTURERS SPECS CONCRETE PAD 6. ALL ITEMS ARE PROPOSED UNLESS OTHERWISE NOTED. 7. LAYOUT H-FRAME&PROPOSED EQUIPMENT EXACTLY AS SHOWN TO ALLOW FOR FUTURE EQUIPMENT.ANY DETAILS DEVIATIONS MUST BE APPROVED BY ATC CM,IN WRITING,NO EXCEPTIONS. 8. FOOTINGS SHALL BE ONE OF THE FOLLOWING:USS POLECRETE STABILIZER SYSTEM,PRECAST CONCRETE(WHERE ALLOWED BY JURISDICTION)OR CAST IN PLACE.FOR PRECAST FOOTINGS,CONTRACTORS SHALL THOROUGHLY _----- COMPACT THE PERIMETER(2'MIN)OF FOOTING WITH MECHANICAL PLATE TAMPER. SHEET NUMBER: REVISION. ED H-FRAME C-501 0 SCALE:N.T S.