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PLANS PREPARED FOR: <br /> / 10'-6" / (KWIKI/BOLT TZ" — <br /> Sprint <br /> C EXPANSION ANCHORS <br /> W/MIN. 3-1/4" <br /> C 2'-2" / 3'-4" �, 2'-8" 2'-0" EMBEDMENT <br /> ' /� / CJ •d / A (TYP PER PLATE) O <br /> \ / y/\ WORK UGHT PROVIDE 3.0 STDPROJECT MANAGER: <br /> �� // (3.5" OD) HOT DIP <br /> n----Mi <br /> M �\ ` // ON STEEL POST GALVANIZED STEEL <br /> `� i.' • \ \ POST WITH CAP • <br /> -'® O ®� 121 I 0 - \- (TYP. OF 2) <br /> ,' ..... <br /> WEST OCEAN AIR DRIVE <br /> NEW / E POWER U WORK LIGHT PL1/2"x0'-8"x0'-8" SUITE 300 <br /> SPRINT1 STEEL PLATE <br /> SAN DIEGO, CA 92130 <br /> \ CABINET // /I TELCO RELOCATED �� " (TYP OF 2) PLANS PREPARED BY: <br /> r. <br /> _d 7 11 / �� oIiii <br /> N SECTION A ENGINEERING DESIGN <br /> - <br /> I j l I 100 E.WOODFIELD ROAD,SUITE Soo <br /> / ® ® / (4) 1/2"0 HILTI KWIK SCHAUMBURG,ILLINOIS 60173 <br /> 11 / I IIBOLT TZ EXPANSION ANCHORS TEL x47'908 40O <br /> / NEW CONCRETE PADS / POWER — ga o W/MIN. 3-1/4" EMBEDMENT i1 COA#3151 <br /> \ I ® ® . i I PROTECTIONII?p a (TYP PER PLATE) www.FullerconEngineeringcom <br /> \ o CABINET �j 4+ <br /> " \ \ \ I Z 3.0 STD HOT ENGINEERING LICENSE 8 SEAL: <br /> // i � I I HEREBY CERTIFY THAT THESE DRAWINGS WERE <br /> N `0 I DIP GALV' PREPARED BY ME OR UNDER MY DIRECT <br /> POWER PROTECTION I — = STEEL POST iii, . .i. SUPERVISION AND CONTROL, AND TO THE BEST <br /> Y WITH <br /> CABINET W/TELCO A °'■I I " THE REQUIREMENTSOF MY E OF ALL AND EAPPLICABLE LIEF L CODES. <br /> ON H-FRAME B TYP. 3 1,� e • <br /> BL____ AIM <br /> O <D.,. �,�, SELLS <br /> +I . o1 c <br /> 0 1 1/2" 4��p wasArAyc 1�r <br /> CO 15 <br /> N 8� K CU y • ' Tr• J� �Y <br /> ■■■_� <br /> mmanummaida <br /> J SECTION B 9-_ - • ' ����;'Ae. <br /> iO,� F016'W ���� <br /> TYPICAL EQUIPMENT LAYOUT SCALE: 3/8" = 1'-0" 1 ELEVATION A-A SCALE: 3/8" = 1'-0" 2 S'FONALS3 <br /> DRAWING NOTICE: <br /> THESE DOCUMENTS ARE CONFIDENTIAL AND ARE <br /> THE SOLE PROPERTY OF SPRINT AND MAY NOT BE <br /> REPRODUCED,DISSEMINATED OR REDISTRIBUTED <br /> WRHOUT THE EXPRESS WRITTEN CONSENT OF <br /> SPRINT. <br /> REVISIONS: <br /> DESCRIPTION DATE BY REV <br /> 5'-3" <br /> / / <br /> REV 0 7/10/18 MH 0 <br /> ,n = `v- —_ REV B <br /> 5/28/18 MH B <br /> 0 R Q \\�/`"'� <br /> a a a REV A 5/11/18 PD A <br /> L - \ G, SITE CASCADE ID: <br /> ...___,,Tit . k3 gen'te"-±,•••— •-......- —„=..— _ , ...., <br /> SE52XC205 <br /> I <br /> SITE NAME: <br /> C <br /> / / \ <br /> SPRINT , POWER I TELCO I O c <br /> NEW D PORT GARDNER <br /> L CABINET 1 o SITE ADDRESS: <br /> o m - 2599 MADISON ST. <br /> 414 — <br /> I1) 0 J EVERETT,WA 98203 <br /> t..... <br /> J PROJECT: <br /> P100UNIST GALVANIZEDDO MACRO AND <br /> —RELOCATED UNISTRUT (TYP.) <br /> METER NEI"h"0 "MSIR"T MIMO UPGRADE <br /> BOLTING KIT do <br /> ...6,_.**,„ \ \ \ SPRING NUf ) 1 GROUND SHEET DESCRIPTION: <br /> 1/2"0 U-BOLT �'^ '�6 �- `OU PER CABINET) <br /> 1 EQUIPMENT <br /> DETAILS <br /> DWG INFORMATION: SHEET NUMBER: <br /> ELEVATION B-B SCALE: 3/8" = 1'-0" 4 CHECKRAWN BY: MH C-7 q ry <br /> / 3 ELEVATION C-C SCALE: 3/8" = 1'-0" CHECKED BY: ST <br /> PROJECT# 2018.0128.0033/ 3 <br />