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2520 MADISON ST SPRINT ANTENNA 2019-11-06
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2520 MADISON ST SPRINT ANTENNA 2019-11-06
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Last modified
11/6/2019 11:30:51 AM
Creation date
11/6/2019 11:27:23 AM
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Address Document
Street Name
MADISON ST
Street Number
2520
Tenant Name
SPRINT ANTENNA
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PLANS PREPARED FOR: <br /> / 4'–O" <br /> 71A <br /> PROVIDE 3.0 STD WORK LIGHT S p ri n t <br /> N ,, (3.5" OD) HOT DIP <br /> in / \�� \ GALVANIZED STEEL <br /> \ \ 'iF POST WITH CAP <br /> .� - _ (TYP. OF 2) PROJECT MANAGER: <br /> NEW c, / <br /> SPRINT I / <br /> 10590 WEST OCEAN AIR DRIVE <br /> CABINET / Eao 0 0 \ SUITE 300 <br /> I N Q I / SAN DIEGO, CA 92130 <br /> �, C• •I" PLANS PREPARED BY: <br /> c STEEL PLATFORM <br /> FULLEIZTON <br /> m / • ENGINEERING DESIGN <br /> —7 1100 E.WOODFIELD ROAD.SUITE 500 <br /> • • a \ a SCHAUMBURG.ILLINOIS 60173 <br /> \ WORK LIGHT o <br /> TEL 847-900.8400 <br /> / a ON STEEL POST w 0 'olI COA#3151 <br /> 1 , _ www.FullertonExtgineering.com <br /> \ •\ 7-- S a b TELCO ENGINEERING IJCENSE 3 SEAL• <br /> -P4 I -r I HEREBY CERTIFY THAT THESE DRAWINGS WERE <br /> in g PREPARED BY ME OR UNDER MY DIRECT <br /> POWER \ SUPERVISION AND CONTROL, AND TO THE BEST <br /> r OF MY KNOWLEDGE AND BELIEF COMPLY WITH <br /> POWER PROTECTION ~ U THE REQUIREMENTS OF ALL APPLICABLE CODES. <br /> CABINET W/TELCO tat TELCO —RELOCATED METER - <br /> ON H–FRAME / _ , BELL <br /> II :I 1/2'0 U–BOLT \ q C <br /> .s. -. G>,/ 11 f ,...ij A I ° <br /> Bt— IL -- 11 ': <br /> li <br /> / \ \ \ - - .\ <br /> r -"e 1 . 41,II,4.4 <br /> 'CS <br /> TYPICAL EQUIPMENT LAYOUT SCALE: 3/8" = 1'-0" 1 ELEVATION A-A SCALE: 3/8" = 1'-0" 2 S'TONAL G <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 /> WITHOUT THE EXPRESS WRITTEN CONSENT OF <br /> SPRINT. <br /> I .,—REVISIONS: <br /> • <br /> p PI DESCRIPTION DATE BY REV <br /> I <br /> \ p SPRINT 1 I . <br /> NEWREV 1 7 18/19 ST 1 <br /> - <br /> CABINET RELOCATED <br /> NEW 8" THICK (MIN.) REV 0 7 10/18 MH 0 <br /> METER COMPACTED GRAVEL–SLOPE TO REV B X128/18 MH B <br /> / III 5 3" <br /> 11i'''' <br /> SMAINTAIN POSITIVE DRAINAGE REV A 5,/11/18 PD A <br /> l 11 C W <br /> SITE CASCADE ID: <br /> 1 <br /> yA — . <br /> — `° �'7\ ,,,,,, , SE52XC205 <br /> I POWER TELCO O tri 3@ ,///\ Y...iii.,,/ % SRE NAME: <br /> .e4 11 <br /> EXISTING SUBGRADE SHALL NEW MIRAFI 500X WEED PORT GARDNER <br /> 101.1 BE FREE OF ALL ORGANICS CONTROL FABRIC OR <br /> ~tit' OR UNSUITABLE MATERIAL APPROVED EQUAL SITE ADDRESS: <br /> 'I 1'il <br /> NOTE: 2599 MADISON ST. <br /> EVERETT,WA 98203 <br /> E WEED CONTROL FABRIC SHALL BE USED UNDER ENTIRE <br /> IN 111.1 <br /> PROPOSED GRAVELED AREA. CONTRACTOR SHALL INSTALL FABRIC PROJECT: <br /> A � PER MANUFACTURER'S RECOMMENDATIONS <br /> uNisrRtrr <br /> P1000 GALVANIZED DO MACRO AND <br /> (rm.) MIMO UPGRADE <br /> NEN MI uNISTRur <br /> PEW SOIL ANCHOR STEEL PLATFORM— FOOTPAD BO1311C KIT& SET DESCRIPTION <br /> �1 <br /> SoEr/N.)S PART ItEP46 I SPRING Nur(iYP) <br /> STE PRO EQUIPMENT <br /> SEEDETAILS •/, <br /> LTM G INFORMATN3ic SHEEETTyy ////-••••....���� <br /> DRAWN BY: NH <br /> C: <br /> ELEVATION B-B SCALE: 3/8" = 1'-O" 3 YARD DETAIL SCALE: N.T.S. 4 CHECKED BY: ST <br /> PROJECT# 2019.0228.0007 <br />
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