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NOTE: <br /> NO WORK SHALL COMMENCE WITHOUT THE EXISTING ANTENNA �� <br /> APPROVED TOWER/ANTENNA MOUNT _ MOUNT ® / <br /> STRUCTURAL ANALYSIS REPORT SIGNED ELTOP OF TOWER SECTOR 3 3D STANDARD HANGER IN Sprint <br /> 11 <br /> AND SEALED BY A LICENSED EV. = 150'-0" A.G.L. (AZ 305') (EMPTY) SNAP-IN FOR EXCESS <br /> PROFESSIONAL ENGINEER UNDER SEPARATE CABLES <br /> COVER. IF REQUIRED, THE CONTRACTOR <br /> SHALL MODIFY TOWER AND/OR ANTENNA 3C INSTALL FIBER AND DC <br /> MOUNTS AS INDICATED IN THE ABOVE BUNDLES ON EXISTING <br /> MENTIONED STRUCTURAL REPORT OR PLATFORM MEMBERS <br /> ASSOCIATED MODIFICATION DESIGN SECURE AS SPECIFIED <br /> DRAWINGS. EXISTING ANTENNA <br /> ELEV. = 1136'-0" A.G.L. <br /> 3B301 EAST LOOKOUT DRNE <br /> Rl�h'ARDSON, TX 75082-4124 <br /> 1A <br /> 3A <br /> (EMPTY) IV . <br /> C.L. OF 1 (EMPTY)EXISTING AND 1B <br /> (1) NEW SPRINT PANEL SECTOR 1 MORRISON HERSHFIELD <br /> ANTENNA PER SECTOR <br /> ELEV. = 1125'—O" A.G.L. (AZ 50') 10900 NE 8TH STREET,SUITE 810 <br /> BELLEVUE,WA 98004 <br /> Tel:425.451.1301 Fax:425.451.1369 <br /> II, EXISTING 150'-0" w .mordsonhershfield.r-om <br /> NEW PANEL ANTENNA I HIGH MONOPOLE <br /> AND RRH (TYP. 1 PER TOWER 1C <br /> SECTOR TOTAL OF 3) <br /> / 1D <br /> (EMPTY) <br /> ll' (EMPTY) 8259 <br /> 2B REGISTERED <br /> 2D 2C ARCHITECT <br /> (EMPTY) LOCATE AND SECURE <br /> BREAKOUT CYLINDER <br /> AND/OR WEATHERPROOFIN <br /> AS REQUIRED BY ROBER'. JERRY LARA <br /> SECTOR 2 MANUFACTURER <br /> EXISTING ANTENNA STATE rF NASHING-I `N <br /> ELEV. = 186'-0" A.G.L. (AZ 170') <br /> ,� F rofessional of Record (''� <br /> p SCALE:NTS SCALE:NTS pr 25 20140B ERT JERRY LAFlIV7�lylll <br /> o 2 NOT USED 3 TYPICAL HYBRID DETAIL REGISTERED ARCHITECT <br /> I J SCALE:NTS SCALE:NTS STATE OF WASHINGTON <br /> O 8259 <br /> 0 d <br /> O <br /> zo MH PROJECT NO.: 7140007 <br /> 0 <br /> © PRELIMINARY <br /> N0. DATE DIC DESCRIPTION <br /> A 04/15/14 OR/Ds 90% CD REVIEW <br /> SUBMITTAL <br /> NO.1 DATE I D C DESCRIPTION <br /> 0 04/24/14 OR/MS 100% SUBMITTAL <br /> SITE NUMBER <br /> SE54XCO19 <br /> CCI SITE # 826263 <br /> SITE NAME <br /> SEAWAY <br /> EXISTING SPRINT ICE SITE ADDRESS <br /> BRIDGE 2215 MERRILL CREEK PARKWAY <br /> EXISTING SPRINT <br /> A 98203 <br /> H-FRAME <br /> EXISTING SPRINT <br /> EQUIPMENT ON <br /> SHEET TITLE <br /> EXISTING METAL <br /> GRATE PLATFORM <br /> TOWER ELEVATION & <br /> CABLE PLAN <br /> SHEET NO. <br /> 0'-0" REFERENCE <br /> FINISH GRADE A 3 <br /> SCALE:1/16"=1'-0"(11X17) 0' 8' 16' 32' <br /> TOWER ELEVATION 4 NOT USED SCALE:NTS <br /> SCALE:1/8"=1'-0"(22X34) SCALE:NTS <br />