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NOTES <br /> 3'-0' <br /> EQUIPMENT CONCRETE I 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' • <br /> sh <br /> PAD/LEASE AREA }I OF FILL PER EXISTING SITE SURFACE <br /> 2'-9' 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH w <br /> Wireless LLC. CONSTRUCTION MANAGER AT TIME OF <br /> CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR <br /> FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) <br /> g-,L s _ L . _ ` ° , - IN 3. EQUIPMENT CABINET OMITTED FOR CLARITY Melon. <br /> 5701 SOUTH SANTA FE DRIVE <br /> rc 6 LITTLETON, CO 80120 <br /> 0 = <br /> PROPOSED O <br /> DISH WIRELESS T I U _ - <br /> EQUIPMENT CABINET .4 n 8 <br /> .. <br /> 5 o_ <br /> a <br /> w <br /> IO O <br /> ". 4, <br /> _._ , _,_= <br /> PROPOSED DISH 1000 HOLCOMB WOODS PKWY, <br /> WIRELESS GPS UNR PROPOSED DISH Wireless LLC. SURE 210 <br /> 200AMP METER SOCKET <br /> ROSWELL, GA 30076 <br /> -----1 <br /> 678-280-2325 <br /> 12"9" 6" 3" 0 1' 2' RIGID METAL r ������� <br /> EQUIPMENT PLAN — — 1 CONDUIT �11�3 EQUIPMENT DSHRA WIRFI <br /> F9e <br /> 1"=1'-0" <br /> /4 BARS, GRADE 60 0 12'OC , PROPOSED L _ <br /> DISH WIRFl cos L�—'� <br /> EACH WAY (MIN. STEEL IS >.18X) ` ,.,i,.,, FlSPACED IBER NID. Ae��� <br /> \j3 ® 1 RESERVED IF W"a� <br /> 6' LAYER OF AGGREGATE " a <br /> 'O n REQUIRED. 1� I (11110[14-k <br /> Q�O ER COURSABC) PROPOSED DISH ` ,r_z u-z -z (J GEO FABRICWIRELESS POWER111) <br /> �z r_z�_z _i <br /> 1.1) .CI' PROTECTIVE C i z ° • <br /> UNDISTURBED SOIL OR /�1 ;,, - CABINET J -. �.-_- <br /> PREPARED SUBGRADE �� �' � � <br /> (95X STANDARD •. I S$p.,,s9� <br /> PROCTOR) ^" PROPOSED a �r --fir -- 'T � ���IB�Tl:090 <br /> DISH Wireless 1,,, l R� I mm�c�) a1? <br /> LLC. SAFETY i ---1 OF L- ApjONAL <br /> n SWRCH. II <br /> — I <br /> 4 iv REQUIRED IFBY b • p ,� +3/iofzozz <br /> e .. ..3 LOCAL UTILITY PROPOSED UBI NUMBER: 604-106-184 <br /> cc COMPANY m DISH WIRELESS <br /> TELCO FIBER ITIS A VIOLATION OF LAW FOR ANY PERSON, <br /> I • • \ ENCLOSURE UNLESS THEY ARE ACTING UNDER THE DIRECTION <br /> OF A UCENSED PROFESSIONAL ENGINEER, <br /> B i Q� i < < S 0000 Goo000 III i TO ALTER THIS DOCUMENT. <br /> • _ •- 9 = <br /> 3'TYP _ ' & •. ) ^ — I L[1, DRAWN BY: CHECKED BY:APPROVED BY: <br /> tr#4 BARS, GRADE 60 ri a <br /> JDJ/LTH DM MSB <br /> 0 12' OC EACH WAY • ' <br /> - RFDS REV #: --- <br /> GROUND 4--I' <br /> I 3'-0• I BUSS - PVC/ CONSTRUCTION <br /> PROPOSED CONCRETE PAD LJ CONDUR DYP) DOCUMENTS <br /> TYPICAL CONCRETE PAD DETAIL NO SCALE 2 5UBMITTALS <br /> REV DATE DESCRIPTION <br /> ITEM# DESCRIPTION <br /> A 06/03/21 ISSUED FOR ROM <br /> H—FRAME 1 UNISTRUT, 1-5/8'x1-5/6", SLOTTED B 10/06/21 REVISED PER COMMENTS <br /> 2 PIPE CAP FOR 3.5" OD PIPE, HDG 0 03/10/22 ISSUED FOR CONSTRVCIUI <br /> UNISTRUT/SUPPORT RAIL 7 3 U-BOLT KIT, 3.5" OD �1 U-BOLT) — <br /> 4 END CAP, RED, 1-5/8 UNISTRUT _ <br /> WEIGHT 273 5 3.5" OD PIPE, 126' LONG . <br /> 80' — <br /> NQTE;PIPE (®) SHALL NOT 0.) I-' <br /> •i 72" <br /> EXCEED 6'-0' 0A&E PROJECT NUMBER <br /> 0 0 a FRONT ELEVATION 21CCD5N-0017 <br /> A) <br /> FINISH SLOPE • I' —�" A DISHWireless L.L.C. <br /> TO DRAIN IIPROJECT INFORMATION <br /> M I ' ' S SESEA00152A <br /> I -- _ 221 EVERETT, WAERRILL R98203EEK KWY <br /> PROPOSED 3.5' DIA 0 ' .I I <br /> SCH 40 PIPEcn <br /> GALVANIZ21 - - SHEET TITLE <br /> PROPOSED 12' CONCRETE PAD AND <br /> DIA. CONCRETE H—FRAME DETAILS <br /> PIER OW) — <br /> SHEET NUMBER <br /> io <br /> CONCRETE PIER 1 WE E QNL /�-3 <br /> 12"9" 6"3" 0 1' 2' /�•� <br /> H—FRAME CONCRETE PIER INSTALLATION DETAIL NO SCALE 3 H—FRAME EQUIPMENT ELEVATION — — 4 <br />