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11-002 (11)
Sprint' 1 INTERNAT10—E VC,$JITE 800 MANWA H.NJ Elf5 EL.18001 357-764' ProTerra DESIGN GROUP, LLC -:- 001 12" � BELOW GRADE MAX 1 GROUND ROD INSPECTION WELL. C'IIRSTY 4 ed aAd Bu Id InS Suite 20'C 5n.(413)320-4518 Flo 90x WITH ADAPTERS, EXTENSIONS MA 01035 AS REOUR ED AND D210 CONCRETE LID. COORDINATE INSTALLATION WITH OWNER. LABEL"GROUND" OR "GROUND ROD" LOAM OR GRAVE_ _FINISH GRADE YELLOW /- / WARNING TAPE ' / / / / MIN OR BELOW FROST LINE —__ 1, CADWELD, TYP. L 7 /�L * � �COMPACTED BACKFI LL EAN SAND SUITABL OR CONDUIT BEDDING q2 SO_ID 'INNED BARE COPPER —� COPPER W SOIL 5/8°0210 C' CLAD STEEL GROUND ROD �l / �,% ENHANCEMENTS 4 0 SC140 CONDUI _� 2 0 SCH4O CON DJ.T ! .T .{T/ \y 4" MIN. 3 3' 2 l0'-0 MAXIMUM / / l%� NOTE ,.O NTRACTOR SHALL CONFIRM BURIED CONDUIT �� RUNS WI's E°,F.TRCAL"NSPEC-DR GROUND ROD SCALE IONS 11 NONE L-2 TO UPSTREAM GROUND BAR (WHEN SHOWN ON GROUNDING RISER D'.AGRAM) SPARES__T �N TWO HOLE COPPER A(� GRO,ND COMPRESSION ( (��111 0 ON LEDGE TERM AL LOCK WASrIER, TVP FLAT WASHER, TYP. GROUNDING POINTS qq m STAINLSS STEP �3/8%1-1/4" HEX BOLT CHECKED BY: JMM/TEJ "ARDWARE O� m } A � 'FINISHED GRADE' A?PROVED BY'. JMM/TEJ .I z GROUND BAR SUBMITTALS ® GROUNDING CAB-E---. o GROUND BAR EXPOSED BARE COPPER TO BE 191+"x2,`.Z. GROUND BAR (ANDREW '� �� REV.I DATE DESCRIPTION AY GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, P/N UGBKIT OR 122'x2'2",-" GROUND 1 A NO INSULATION ALLOWED BAR (ANDREW P/N UGBKI-2) AS 1 / -1� WITHIN THE COMPRESSION CONDITIONS & NUMBER OF GROUNDING 2"x4" BED OF VALMONT ELEVATION SECTION "A" TERMINAL, TYP. CADWELD, CONNECTORS REQJIRL WI IH HOLE SITE PROF GROUND -c,\/\ TYP. PATTERN, STANDOFF INSULATOR AND `LEDGE ENHANCEMENT MATERIAL MOUNTING BRACKETS AS SHOWN. P/N .38-6501-25 1. "DOUBLING UP" OR "STACKING OF CONNECTION IS NOT a PERMITTED. TO DOWNSTREAM GROUND #2 TINNED SOLID BARE 1 !05/04/15 ISSUED FOR CONSTRUCTION 18LM 2. OXIDE INHIBITING COMPOUND TO BE JSEC Al ALL LOCATIONS. BAR OR R'.NG, TYP. COPPER CONDUCTOR 3. CADWEL D DOWNLEADS FROM UPPER EGB,LOWER EGB, AND MGB. ISSUED FOR REVIEW 3LP 3 COAX GROUND BAR MGB t� SOIL ENHANCEMENT �� SI HE NUMBER: GROUND BAR CONNECTION /� ) 1 SCALE NONE `\ -z r� SCALE. NONE E_2 SCALE: NONE E-2 \e US25XC084 SITE NAME: AIC NORTHAMPTON SITE ADDRESS: 123 HAYDENVILLE ROAD LEEDS, MA 01053 SHEET TI1LE ELECTRICAL & GROUNDING DETAILS SHEET NUMBER E- 2 NEW ANTENNA A_ �_EC'R', A WORK A' -0 `HE REOU.REM N - THE NA-ONA. SUPPORT PIPE EL'R.CAL ODE (NEC) A W � AS A 'I�AB�E STATE AND LOCAL 'ODES. Sprint' INSTALL REf CABLES 2) 1HE E-EGTR A CONTRACT( SHA OORDIN'ATE AL_ CON _ ROUTING L 0CA- L1T.LI TY COMPANIES AND SPRINT CONSTR UCTICN MANAGER. INSTALL COAX I INIEkNAT10NAL BLVD,SURF JUMPERS,TYR. 3, ALL COND S ROUTED BELOW GRAD ALL TRANSIT'CN TO RIC'C GALVANIZED MA4wAH.NJ 07495 :._BOWS WISH RIGID GALVANIZED STEEL „OND,:1 ABOVE GRADE TEL 18001357-76u1 a) ALL METAL CON DJITS SHAD BC �ROVIDLG WITr GROUND?NG B'J SHIN GS. INSTALL [INSTALL 1�— 5) G-_NC RAL 'N APED DEN ALL PROMO ALL DIRE DRIED Ou U',TS WI-H NV NV TELEPHONE AN' RED FOR EL YNC CONTENTS AP COLORS SHALL BE ORANGE FOR 800/1900 BOB P r©Terra ANTENNA RRH RRH 6) A L ELECTRICAt STEMS SHALL BE U.L AaPROVL-^. OR 'JST_0 ANC PROCURED PER -�--r s ECIFICATiON REQUIREMENTS. DESIGN GROUP, L L C INSTALL DC/FIBER PAIR,TYR. 7) HE ELECTRICAL WORK .NCL"DE ALL LABOR AND MA"ER.A'S DESCRIBED BY F p Ba Roatl � OMPLE_ Y ' I DRAWINGS AND SPE CI FICA'IONS INCLI:DING INCIDENTAL WORK � PROVIDE C e�:Idly;n:S�I�e zoo n.(413i32�491g P TRI AL SYSTEM. ' I� � OPERATING AND AP FILE C Homer.MA oloas INSTALL HYBRIFLEX CABLE GROUNDING KR(TYP.AT 3 INSTALL INTERNAL GROUND TO ADDITIONAL LOCATIONS,TOP, BOTTOM,AND AT EQUIPMENT) 8) GENERA CONTRACTOR SHALL PAY FEES FOR PERMITS, AN.. S RESPONSIBLE FOR KIT AND#6 INSULATED NV SECTORS OBTAINING SAID PERM TS AND COORDINATION OF INSPECTIONS WITH 2 HOLE LUG INSTALL#'2 GROUND, I— 9) ELECTRICAL AND TELCO WIRING OUTSIDE A BL,',LDING AND XPOSED TO WEATHER EA. STRANDED, SHALL BE IN WATER TICHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC INSULATED COPPER INSTALL/)2 INSTALL(3) HYBRID TRUNK (AS PERMITTED N CODE) AND WHERE RECUIRED IN LIQUID TIGH? FLEX BEE METAL OR IMPORTANT:VELCRO STRAPS ONLY MAY BE USED ON FIBER, NONMETA'_LIC CONDUITS. GROUND,EA. CABLES (FOR 800/1900 NV) CABLE TIES OR TIE WRAP MUST NOT BE USED ON FIBER SOLID TINNED 10) BURIED CONDUIT SHALL. BE SCI'EDULE 40 PVC. PROPOSED ANTENNA PROPOSED ANTENNA #2 SOLID TINNED GROUND BAR (AGB) GROUND BAR (AGE) BCW COPPER 1) E EC 41CAL WIRING SHALL BE COPPER W'?H TYPE XHHW, THINE, OR THIN l INSTALL EQUIPMENT INSU A.:ON PROPOSED GROUND T GROUND BAR (EGB) CONDUCTOR E EXISTING l2) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION TOWER GROUND RING INSTALL FIBER DISTRIBUTION PANEL POINT AND PROJECT OWNER CELL SITE PPC AS INDICA"cD ON T.,.,DRAWING. SYMBOL LEGEND PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. FURNISH AND INSTALL(3) 2"LIQUID TTE ■ EXCTHERMIC CONNECTION CONDUIT FOR HYBRID JUMPERS AND DC CPS_ 13) RUN TELCO CONDUIT OR CABLE BEIW EN TELEPHONE UTILITY DEMARCATION INSTALL 200A PPC CONDUCTORS,SUPPORT CONDUIT AT 24�O.C. AN'E NNA/I POINT AND PROJECT OWNER CEL_SIF TE_CC CARNET AND BTS CABINS` AS si FURNISH AND INSTALL 100A,2P BREAKER (MMBTS) AND AT VERTICAL-TO-HORIZONTAL BENDS I INDICATED ON THIS DRAWING PROVDE FU L_ LENGTH PULL ROPE '.N INSTALLED ?ELCO y • MECHANICAL CONNECTION (3) #3/O, (1) #4G 20A, 1P BREAKER (GFCI) n CONDUIT. PROVIDE GREENLEE CONDUIT MEASU RING TAPE AT EACH END IN 2"CONDUIT JUMPER CABLE FOR CPS ANTENNA;ABLE 1 FURNISH AND INSTALL(2) #12• (1) PS ANTENNA COAXIAL CABLE- P-,^CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE G R O C 4) BE CABLE GROUNDING K'�T FURNISH AND IN. #14G IN 1/2"CONDUIT TO GFCI �` SHIELD GROUNDING ,�� 77 D-OPTICAL FIBER CABLES AND RACEWAYS SPRINT METER IN EXISTING METER BANK SURGE PRCTECTOR - '( FURNISH AND INSTALL(3) �2. GRCLND GROUND 15) COMMUNICATIONS CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE yl'I AC ` O CENTER — (1) /)BG IN 1-1/2"CONDUIT INSTALL AND FU N ALL SOUR(:E, � EQUIPMENT () INSTALL I 800-..OMMUNICATI SYSTEMS. � ONS 2 FROM POWER AC POWER BBU ,I CABINET CABINET PROTECTIVE GROUNDING SYSTEMS GENERAL NOTES: FROM TELCO + j} FIBER BONDING N6 SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250-GROUNDING AND DE ONr— TE_11 PANE_ JJ//-- FURNISH AND INSTALL 2-25 PAIRS �'2 SOLID TINNED 2 GROUNDING SHALL.9E IN ACCORDANCC WITH SPRINT SSEO DOCUMENTS 3.01802.00a IN Y CONDUIT COPPER TO EXISTING "BONDING. GROUNDING AN TRANSIENT PROTECTION FOR CELL SITES" AND 3.018.10.002 M2 SOLID TINNED "S':TE RESISTANCE TO EARTH TESTING" COPPER TO EXISTING GROUNDING RING GROUNDING RING _ MASTER MGB) 3 PROVIDE GROUND CONNECTIONS FOR ALL METALLIC S'RUCTURES. ENCLOSURES, BAR (MGB) RACEWAYS AND OTHER CONDUCTIVE ITEMS ASSOCIATED WITH TIE INSTALLATION OF y CARRIER'S EQUIPMENT. rt2G, T"P. TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS OF z _ a GROUND PS CONNECTIONS SURFACE CLEAN SURFACES THORQ eCOA BEFORE APPLYING cRQ'JNa IVE _7 YG OR CLAMPS. IF SURFACE IS COATED. REMOVE THE COATING, APPLY A NON-CORROSIVE SCALE: N T E-1 APPROVED COMPOUND TO CLEAN SURFACE AND INSTALL _UGS OR CLAMPS. WHERE / GALVANIZING IS REMOVED FROM METAL 11 SHALL BE PAINTED OR TOUCHED UP WITH "GALVAMOX"OR EQUAL / 5 ALL GROUNDING WIRES SHALL PROVIDE A STRAIGHT, DOWNWARD PATH TO GROUND WITH GRADUAL BENDS AS REOU'RED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY CHECKED BYI dMM�TEJ BENT NY CARIES NYHRID 2.50arW a—? G. ALL CLAMPS AND SUPPORTS USED To SUPPORT THE.^,ROUNDING SYSTEM CONDUCTORS APPROVED BY: JMM/TEE BANG INDICATOR PORT COLOR HYBRID COLCR 2500 RaEm ' AND PVC CONDUITS SHALL BE PVC TYPE(NON CONDO CT'VE). 00 NOT USE METAL 609-I YE NY-1 1 YE FIGURE 192 COLOR CODE q2 AWG TINNED SOLID BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING AROUND ANY 1400-3 YE NV-2 2 COPPER GROUND RING SET GROUNDING CONDUCTOR. r��n T IBC 1400-2 YE NY-1 ] NV 3' BEYOND EQUIPMENT PAD SII�Li'�V I', �TA 1490 3 YE NV 4 WlTi 4 WHT Y FREQUENCY INDICATOR ow;�,� 7 ALL GROUND WIRES SHALL BE A2 SOLID TINNED DOW UNLESS NOTED OTHERWISE. REV. OAT' DESCRIPTION BY 800-1 •EL IN SOIL ENHANCEMENT 1900-4 YE NY-S 5 _- _--- 8 PROVIDE DEDICATED p2 AWG COPPER GROUND WIRE FROM EACH ANTENNA MOUNTING 29001 ( YEL COPPER PIPE TO ASSOCIATED CIGBEROD-2 YE " NY-6 6 'w 1900 2 "EL YE NV 2 T YE 19003 YEL CLAD STEEL GROUND g, GROUND ANTENNA tlASES, FRAMES. CABLE RACKS. AND OTHER METALLIC COMPONENTS YE NV a 1S Mza',4--." 8 Y 19004 YEL ROD, TYP. OF 6 WITH p2 INSULATED TINNED STRANDED COPPER GROUNDING CONDUCTORS AND CONNECT . FIGURE 19.1 CABLE COLOR CODE 8001 YEL TO INSULATED SURFACE MOUNTED GROUND BARS CONNECTION DETAILS SHALL FOLLOW RESEYEL MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. Figure 1:Antenna orientation fM RESERVED YEL 10 EACH EQUIPMENT CABINET SHALL BE CONNECTED To THE MASTER ISOLATION GROUND �R Hsu a4Y ply 1 05/04�1511SSUEO FOR CONSTRUCTION IBLM Oa Al 1Alpha 1 :No,TOpp N.T_ BAR(MGB) WITH g2 SOLID TINNED BCW EQUIPMENT CABINETS WALL HAVE(2) 1 2 N.:Tape zs CONNECTIONS. 0 04/24/15 ISSUED FOR REVIEW HLM , 1 9 Al.7IN., NP T vara. me m xsx -- xHT__-- 11. GROUND HYBRIFLEX SHIELD AT TOP,BOTTOM AND AT TRANS'TION TO HYBRIFLEX JUMPER i 1 White Np. Np z soa ,el ,�T CABLES AT EDUIPMENT cnBINET ENTRANCE uslNC MANUFACTURER'S cuIDEUNES. WHEN SITE NUMBER: 5 No; NoT 2s0o ,a x T zwa reL w.'T HYBRIFLEX CABLE EXCEEDS 20D',GROUND AT INTERVALS NOT EXCEEDING 100'. B S 2 F v r o 4 4. 1 i .r.� �.L No NoT' zs65 IL war .J/Y CJ 1 7 Np up Tale soc t1_ 12. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUND BARS HAVE ENOUGH G+ 1 a Np SPACE/HOLES FOR ADDITIONAL TWO HOLE LUGS. SITE NAME: Aa 2 Beta 1 Np A T C 13.EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL ea - 81 2 2 NY Tepe.' OTHERWISE THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE-2 HOLES, 2 3 Np 7api' IONG BARREL LUGS OR DOUBLE CRIMP"C" CLAMP.THE COPPER CABLES SHALL BE NORTHAMPTON T'-AMPTON NOTES: 2 '; WOiLe U �. COATED WITH AN ANTI-OXIDANT(THOMAS BETTS KOPR-SHILD)BEFORE MAKING 1HL SITE CRIMP CONNECTIONS THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED S .E ADDRE..S: i. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2"COLORED TAPE, STENCIL TAG COLORED 2 .. lbT �cr-so-a z.cs ecoN�P..mn Y TAPE, OR COLORED HEAT SHRINK TUBING 2 s - No TORQUES ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS. 123 A DENA 01 ROAD 2. COLORED TAPE MAY BE OBTAINED FROM GRAYBAR ELECTRONIC.UV STABILIZED TAPE OR HEAT SHRINK ARE 2 ? Np= LEEDS, MA 01053 PREFERRED. 2 e 14 AT ALL RE EXPOSED AT EQUIPMENT ENCLOSURES,PANEL, AND FRAMES E EQUIPMENT 3 Gamm 1 AND WHERE EXPOSED FOR GROUNDING. CONDUCTOR TERMINATION SHALL BE PERFORMED 3. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE, AND THERE SHALL BE A 1"SPACE x,_ _® UTILIZING Two HOLE BOLTED TONGUE COMPRESSION TYPE LUGS wlrH STAINLESS STEEL BETWEEN EACH RING. 3 3 L> -sec SELF TAPPING SCREWS. SHEET TITLE 4. THE CABLE COLOR CODE SHALL BE APPLIED IN ACCORDANCE TO TABLE 19-1. 3 s wh,te wnee wnrce 15. THE HASTEN GRQUIVO BAR(MGB)SHALL BE MADE or DARE 1/a",z" COPPER(FOR 5. AFTER THE CABLE COLOR CODE IS APPLIED,THE FREQUENCY COLOR CODE,TABLE 19-2, MUST BE APPLIED 3 3 OU TOOOR APPLICATIONS IT SHALL BE TINNED COPPER) AND LARGE ENOUGH TO A. A 2"GAP SHALL SEPARATE THE CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. e _, _,�—"' SECURING IT Is FASTENED. _ ARE ELECTRICAL c� FOR THE SPECIFIC FREQUENCY BAND IN USE ON A GIVEN LINE. MODATE THE RECUIRED NUMBER OF GROUND CONNECTIONS. THE HARDWARE THE MISS SHALL ELECTRICAL INSULATE THE MGB FROM ANY STRUCTURE TO GROUNDING DETAILS 8. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. - 16.ALL BOLTS,WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE 6. WRAP 2"COLORED TAPE A MINIMUM OF 3 TIMES AROUND THE COAX,AND KEEP THE TAPE IN THE SAME STAINLESS STEEL. AREA AS MUCH AS POSSIBLE. THIS WILL ALLOW REMOVAL OF TAPE THAT FADES OR DISCOLORS DUE TO n ALL ceouNOwG CONNECTIONS STALL BE COATED WITH A coPPER SHIELD SHEE1 NUMBER WEATHER. 7. EXAMPLES OF THE CABLE AND FREQUENCY COLOR CODES ARE SHOWN IN FIGURE 19-1 AND FIGURE 19-2. ANTI-CORROSIVE AGENT SUCH AS T&e KOPR SHIELD VERIFY PRODUCT WITH SPRIN CONSTRUCTION MANAGER. _ /I i6.FOR NEW OR REPAIRED GROUNDING EQUIPMENT. REFER TO SPRINT GROUNDING F- TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS(REV A) �2� STANDARDS AND FOLLOWING(SUPPLEMENTS): SCALE: N.T.S. E-1 -ANTI-THEFT UPDATE TO SPRINT GROUNDING DATED 08-24-12(OR CURRENT VERSION) -SPRINT ENGINEERING LETTER EL-0504 DATED 04-20-12(OR CURRENT VERSION) Sprint' INTER NATIONALE SO SUITE8D0 MAHWAH.NJ 07495 ANTENNA STATUS LEGEND: TEIJa.l35Taeal EMPTY — EMPTY PIPE (E) — EXISTING ProTerra (P) — INSTALL (R) — RELOCATE DESIGN GROUP, L L C (D) —DECOMMISSION AND REMOVE BoY Rootl NV — SPRINT ANTENNA e„nm„P A. 01D3 zao Ptl.(4'3)3zo-49T6 Hatlley.MA mD35 INSTALL JUMPERS FROM 800/1900 RRH.TO 800/1900 ANTENNA,TYP. SPECIAL INSTALLATION NOTE. JUMPERS(COAX/AISG)FROM 800/1900 RRH TO BETA 25 800/1900 ANTENNA SHALL NOT EXCEED 15'. NOTIFY FURNISH AND INSTALL ULTRA SECTOR UCF� SPRINT CONSTRUCTION MANAGER OF ANY LOW PROFILE RIDGED T-ARM (S00/loop) Ryyf DISCREPANCY ANTENNA MOUNT SITE PRO 1 PART b ULP12-472(VIF) / rN B1:(P) I EMPTY INSTALL BOOMHz AND 1900 MHz GLOBAL STRUCTURAL ANALYSIS OF HS 2 RR MOUNTED TO PROPOSED :(P) NOES: TOWER FOR SPRINT'S CO—LOCATION PIPE ON ULTRA LOW PROFILE A4 EMPTY EOI:I.PMEN'Rt EUIRED TO CONFIRM RIDGED T—ARM (TYP.OF 2 PER l)VERIFY PROPOSED AZIMUTHS CAPACITY PRIOR TO CONSTRUCTION. SECTOR,TOTAL OF 6) B3:(P) WITH RF ENGINEER PRIOR TO v EMPTY INSTALLATION I B4:(P) L A3:(P) EMPTY 2d"0. (2'SCH40) PIPE EMPTY BRACE(7'-0'LIS),CONTRACTOR - TO V.I.F. LENGTH REO'D S EXISTING FURNISH AND INSTALL SITE PRO 1 FURNISH AND INSTALL 2)'z SCH40 MONOPOLE CROSSOVER CLAMP PART# SCX6—K (2,88'O.D.) PIPE MAST(6'-0"LONG), ALPHA (NP. OF 1 PER SECTOR,TOTAL OF 3) TYP.OF 1 PER SECTOR 3 TOTAL) �I �— SECTOR INSTALL 1900MHZ RRH ATTACHED 4 (800/1900) G1:(P) TO MOUNTING PIPE. (MOUNT PER D 910' EMPTY MANUFACTURERS SPECIFICATIONS) EXISTING SAFETY CLIMB AND II 2i'O.D. (2'SCH40) CLIMBING PEGS A1:(p) GAMMA PIPE BRACE (TYP. OF 3) - FURNISH AND INSTALL HEAVY DUTY EMPTY �V"I SECTOR ., CROSSOVER PLATE. SITE PRO 1 PART#': C3.(P) (800/1900) SSCK,TYP.OF 2 (1 EACH SIDE) EMPTY 200' 2j'1 O.D. PIPE (2"SCH40) C4:(P) �'—o° �G) INCLUDED WITH EMPTY ^ '—ARM MOUNT INSTALL SPRINT 800/1900MHZ / 2 \` ANTENNA TO ANTENNA _ MOUNTING PIPE(TYP. OF 1 S-1 PER SECTOR,TOTAL OF 3) EXISTING MCNOPO'.E c Ec �© ANTENNA PLAN KED ev, MM/TEJ 1'=6' D .)ILT SCALE =T ET(IYP APPROVED BY JMM/TEJ (12,Te) S 3 0 3 6 SUBMITTALS ® EXISTING D_. I COAX PERT MISSUEDFOR ION BY 6"x MAX.DISTANCE FURNISH O 1 U AND INSTALL SITE PRO 1 ULTRA LOW PROFILE RIDGED T-ARM MOUNT e o PART�' ULP72-484 OR 166'f HAD CENTER O CROSSBAR ELEVATION APPROVED EOUAL e e NO ECCENTRICITY NSTRUCTION BLM EXISTING 5AFETY CLIMB EVIEW BLM INSTALL 800/19OOMHZ ANTENNA S1 1L NUMBER: D-t SITE NAME- ATC NORTHAMPTON SITE ADDRESS: EACH SECTOR: FURNISH AND INSTALL(8) 1/2" 123 HAYDENVILLE ROAD INSTALL BOOMHz RRH ATTACHED TO COAX CABLE JUMPERS,(1) 1/2'CALIBRATION LEEDS, MA 01053 MOUNTING PIPE. (MOUNT PER CABLE,AND (1) 1/2'BET CABLE,TIE-WRAPS, .� MANUFACTURERS SPECIFICATIONS) CABLE BLOCKS/HANGERS,CUSHIONS AND OTHER 3 SUITABLE MEANS TO SECURELY ATTACH AND SHEET tIIlE FASTEN CABLES TO TOWER STRUCTURE,ANTENNA D- I SUPPORT PLATFORM AND ANTENNA PIPE MAST. STRUCTURAL EACH SECTOR: INSTALL(6) HYBRID JUMPER CABLE FURNISH SPECIAL INSTALLATION NOTE: AILS AND INSTALL CABLE BLOCKS/FLANGERS,CUSHIONS AND OTHER JUMPERS FROM 800/1900 RRH TO 800/1900 D E INSTALL(3) HYBRID TRUNK CABLES FOR NV__ SUITABLE MEANS TO SECURELY ATTACH AND FASTEN CABLE ANTENNA SHALL NOT EXCEED 15. NOTIFY 800/1900 MHz UP TOWER INTERIOR FROM MP MEDUSA TO RRH. COIL EXCESS FIBER CABLES SPRINT CM OF ANY DISCREPANCY AND SECURE AT SIDE OF RRH. DO NOT EXCEED BEND RADIUS. CUT DC POWER CABLES TO LENGTH AT RRH SMEE'NuNBER NOTE: ONE SECTOR SHOWN FOR CLARITY 800/1900 ANTENNA AND RRH MOUNTING DETAIL r2 s— II SCALE N.7.S S °R0PO D B-LINE B2 S^ GA_V "20 i L RRANN _ON A ACHE TC C > / - RR IT W h p ER11C S, —3 - Sprint vJOU�RDISTR BJ ON B)X HE REICSPAC.NC NG / }9 J i 2 . i , j ✓""� i/ti` �` �-1 °-�' NOTE.. M_.,ST :TREK D O_NC B, VE Ck RAPS- PER RIBJIION VANUlA BOX IAHAAH NO07 BLVD.SUIiEBLb ` PER MANUEA:"JRER'S MAHVJAH,NJ07495 ONLY MA"3F JS ON �� RECOMMENDATION ice'X800 357-764' FIBER. CArT F I._ OF T.0 WRAP M TO NC. 9E I USEG ON 1 4.R ji I i �Y NO'e NEW CABINET SHA L i ProTerra BE ANCHORED PLR ' '2L 2 SEA T Gn CJND 175 PROVIDED INSTA._HYBRI X CABLES MANUFACJRER'S 60E( 21 CABINET BY ALU FOR DC POWER FIBER,AN -.oTA of 3� SPA PoR DESIGN GROUP, LLC RECOMMENDA"IONS. ARE CA IONS EACH A 8 0. ANC A ALARM SLIL TO E 24 7.G. AND AT HEIGHT 60, HOR'�ZON-AL TC VERTLCAL Lu O o ICI O HORIZONTAL T^VLR ICAL TRANSITIONS T I P — A Ba Y RA IT ON ON S I ' �— � NB 1 ,.EGB e�lm�� a, sae me �C a�313zo—aela - WITH -� j� �� g 31" � ✓ � ICI � Haaler.Ma of o3s I „e ELI/ U I I DEPTH 30 O o o SU°POR7 CONDUITS ON UNISTRUT AT I— , W' EIGHT 162s HO RIZONiAL TO VERTICAL TRANSITION FURNISH AND IN TALL FIBER SERRI BUTON BOX SPECIFICATONS EDJIPMENT GROUND BAR (EGB) ){2 SOLID. TNNED (TYP. 2) HEIGHT 39' / ANTENNAS U W!CTI EXISTING MGB 39 DEPTH 12° NOTE: FRONT VIEW- DOOR REMOVEC'0 SHOW D'TAIL may/ EQUIPMENT SHAD. BE ANCHORED PER MANUFACTURERS SPECIFICATIONS_ ALCATEL-LUCENT 9927 OUTDOOR CABINET, 60ECv2 BATTERY BACK-UP CABINET r2 FIBER DISTRIBUTION BOX SCALE- N.T.S. D-2/ SCALE: N.T.S. 7-2 SCALE'. N.T.S. ' \ IS3x2 - -<-vP /�� �,S�N•1� 1 FOOTING DESIGN BASED ON FOIL SHIELD ti- CLA MPH WIND AND E F'.E9 SOIL \ I CLASSILICA TION SM DR BETTER PWR ?ELCO DRAIN WIRE-� PPC M00 / �' 4) #U EACH CORNER, 48" LONG PLAN \ / #3 STIRRJPS WALL MOUNTED PROTECTION CPOWER BINE' POWER CABLES 7 4, NORTHERN TECHNOLOGIES_ S 4x4 O PART NO NS252-W201 \` 3 1'-9" '-99 3' 1/ GAo PL FIBER OPTIC CABLE-� SEAL WELD. COLD EXTERN<,/PO.YETPYLEN- B JACK / 3'3" GA V. WEED AFTER ALARM CABLE EXTERNAL JACKE' TO 3x2x 1/4 I WRE BRUSH A.UMTNUM OC \-CLEAR MYLAR SECTION A-A Ip H. F FOR 3 � 2" D 0__ 0 8" / / � I ;INNER SHEATH D.A TPOLL BOLT W/ , 1/2" I, PPC MOD CoI�T DIA OVERSIZE WASHERS (� DRAIN WIRE-� (TYP 7 PLACES) 11 TS 3x2x1/4 POWER CABLES \_ 3" COMPACTED, WAS ED S-ONE. 3/16'. FIBER OP-C. CABLE CHECKED BY. JMM/TEJ t PLACE FABRIC AND STONE OVER 1 0" 1'- 4x3x'I/4 1/2" Dlq �.` WHITE GASHED TS 4x4 �, EN71RE LEASE AREA. ERECTION vENT HO'E LINE RAINTCD oN ALARM cABLE ouTER SHEATH APPROVED BY: JMM/TFJ AID SEAT �� OVER DRAIN WIRE 3/4"x45'CHAMFER � � m >- } SUBMITTALS CLEAR MY AR INNER SHEATH FINISHED GRADE DIA CONCRETE / ALUMINUM OC UV/POLYETHYLENE LIA DESCRIPTION BY FOOTING FOIL SHIELD -� EXTERNAL JACKET i %:. i/ / i. i,l/ f mf SECTION HYBRIFLEX CABLE DETAIL //3 STRRUPS f�72' ON CENTERS EXCEPT NOTE. FILTER FABRIC � 4 EQUALLY SPACED FOR FIRST 12" SCALE- N.T.S. D-2 � ALL STEEL SUPPORT MEMBERS SHALL BE HOT DIPPED GALVANIZED PPC MOUNTING FRAME IswEO FOR coNSTeucn oN BLM 2 EA. g4 BAR 12" LONG ISSUED FOR REVIEW BLM WELDED TO TS, SCALE N.T_5. 9 2 i TYP. OF 2 i LEVELS®3' O.C. GPS ANTENNA CPS-TMG-HR-26N J4` CABLE ENTRY {GPS-TMG-HR-26N) SPECIFICATIONS SITE NUMBER : ASSEMBLY �� BS25XC084 q A STROP PROTECTOR 7/16 DIN-MALE CONNECTOR ON HEIGHT 5" YZ / I COAXIAL CABLE SHIELD CPS ANTENNA CABLE I WIDTH 3 2" SITE NAME: L- 7 16 DIN-MALE I CONNECTOR ON JUMPER CAB',E FOR GROUNDING JUMPER CABLE CPS ANTENNA ATN UNDISTURBED NATVE NOR�� I� j j I wEIGHr D 6 as solL �° /// HAMPTON CPS ANTENNA CABLE J/ S,TE ADDRESS: \ caouND 123 HAYDENA 01 ROAD /LEL-0.'-O" � � ��3 "1 J i 7/16 DIN-MALE CONNECTOR GROUND (REPLACE COAX �--�MOUNTING PIPE \\\\\\\ LEEDS. MA 01053 •��YY... ; ON CPS JUMPER 'ABLE GROUNDING K;t 7/'6 DIN-FEMALE (PART ORDERABLE ITEM PART TYPE &DESCRIPTION 1/2" WASHED CR`JSH ED T CONNECTOR ON CPS NUMBER (CURRENT) SHEET TITLE ANTENNA CABLE STONE, COMPACTED J 300121514 300121514 CABLE, GPS-ANCILLARY- i I (SL-CBL 12' DIN-DIN JUMPER) EOUIPMENT 300941168 1 300941168 CABLE BOOT-GPS TO CABINET- '(SL-JUMPER CBL 320 INTRFC) DETAILS SUPPORT 301069704'301069704 ^PS KIT-ANTENNA'CABLE'ARRESTOR- PPC PIER FOOTING , 99v"O DISTRIBUTE"OUTDOOR BASE STATION sTRUCiu RE _L(SL-KI GPS ANt CBL. ARRESTOR,EF) "DU TDOOR CABINET" SCALE: N T.S. D-2 SNEEI NUMBER GPS ANTENNA DETAIL 12 D-2 SCALE: N.?.S. D-2 Sprint POS CAP I INTERNATIONAL BLV-D SOIR 800 MAHW AH.NJ 07495 TEL 1800;357-764: 1. ICE BRIDGE SHALL BE VALMONT P/N B24D-A3 OR EG'J AL 24 — 2. A_ COM ONEN S STALI BE INSTAL-ED PER GRIP S-RLI MANJFAC JR 4 NS R CTj ONS oROTEC ,jl ^ CABINET HASC FRAMES MOHN.ED TO STAB 3 %ON.TRAG OR SHALL DETERMINE REQUIRED QUANh-1 OF ALA W 1 41 -�/2 0 DROP AN ORS INS RTED IN ICE BRIDGE COMPONENTS(I �������� 4. JNAP-IN NANGERS SPLICE K'TS, H,N E KITS, EXTENSION /8'0 DR �O HOLE A A DEP`H OF 2'. I r is ADOC PS' CON CR tTE, K.TS STF NERS AND OT`IER M'.SC LLANEOUS rAR.DVIARE PROVIDE RUBB.R WASHER ON EAC!T SIDE QF J% iiy AIR LN RAPMENT. A-L B R VDED BY THE CONTRACTOR AS REQUIRED a „A0 N, SHIM IF REQUIRED TO LEVEL. II c ±j' AE BR'.;GE SHALL BE ROLLED '^ A OMMODATE THE " S.uMP, BROOM FINIS, DESIGN GROUP, LLC -YPICAL / M.NlMUM B ND.N�RADIUS OF THE COAXIAL CABLE J 1 EOUIPMPNT 6 ICE GRID OMPONENTS SHOWN ARE SCMEMA-I . CONSU�T F CABINS' Ill MAN,i FAC'JRER FOR "ACT AND CURRENT SPECIFICATIONS L3 LEVEL ANGLE 4 Bay RO 3/4" CRAM ER HAMPER OR BRACKET TRAPEZE Bu dng A: Bull¢200 Pr...(At 3)32D-498 / _OOED EDGE I Hae ey,MA o,o7s ExISTINC COMUFACE a / SURFACE I PITCH TO ICE BRIDGE K (VA'LMONT- N DRAIN P,7N' IB24D-A3 OR EQUAL) z J POSTS SPACED 8'-0' MAX. J' ANCHORED INTO CONCRETE-, �� f r y f% (� EOUIPMENT PAD/TOWER/ �f"J `4 ,? fir" " f. E Y MONOPOLE TOUNCAT,ON W/5/8 0 J +' (P 6 MIN. THICK POUR'DJ r i H.LTI-KWIK BOLTS 4 TOTAL ) _ E CONCRETE PAD W/#4 BARS -PACED 0 a (SfHnPT) & ,2° x 12 xl2".1 12 PLATE TYR- � CLONE) MID SLAB � �1, THICK 3/4" MINUS CRUSHED / ,2"x72' HAUNCH, J, E { is STONE UNDER EQUIPMEN? PAD CONCRETE PAD a L L / TYP. OF 4 SIDES �I uNClsrukeeo GROUND J (SEE HAUNCH DE-AIL) ALTERNATE ANCHORING DETAIL s y NOTE, rl CONTRACTOR TO PROVIDE CONCRETE MIX DESIGN AND JI n j E 9 REPRESENTATIVE BREAK FROM REDI-MIX S'JPI"JER -0'0 x 4-0 FOR ENGINEER APPROVAL PRIOR TO CONSTRUCT!Ofi- `. CONCRETE FOOTING } �, q2 ecw wlTr. HAUNCHED EQUIPMENT APPROVED NEC CLIP (2) k4 CMID &807 TYP OF MID &BDTTQM PAD SECTION ell ICE BRIDGE 2 SCALE: NONE scA.e NONE J-1 LAJNCH DE"AIL CHECKED BI i JMM/TE APPROVED BY. JMM/TF,i SPRINT VISION ANTENNA Q /-DOWN-TILT ANTENNA MOUNT NTE SUBMITTALS MAN UF.. A CA._L _UCEN' i. DIMENSIONS WITH',N PARENTHESIS ARE NOT MANUF A_CATEL 04.45 7 MODEL�,-800M H2 RRH w/ 7 REV. DATE DESCRIPTION BY 'OR THE EXTERIOR SHELL AND D M NCiONS WITHIN PARF NTHESIS ARE \�. vP t NOTCH FILTER FOH ,HE EXTERIOR SnE'�L AND MODE _ RRH '900 4u4s 65MHZ MOUNTING BRACKET NOT SHOWN- HEIGHT: t5.B' HEIGHT 251 (26 z. MOUNT PER MANUFACTURER'S MOUNTING BRACKET NOT SHOWN. ) ` T RECOMMENDATIONS WIDTH: 13° 2. MOUNT PER MANUFACTURER'S WIDTH ]].]" (14) (MODEL # RFS APXVSPP',H-C-AZO) DEPTH: -'4 BOO MHz REOMMENDATIONS DEPTH +.0.69" (15') II I - 13 WEIGHT- 364 Ibs WEIGrT t59S Ibs I NOTCH FI'.TER 10.6 (11.5' I 06/04/I5 ISSUED FOR CONSTRUCTION I BLM O O4/24/15,-SUED FOR REVIEW BLM 0J 1 N I I SPECIFICATIONS I 1 HEIGHT �72' SITE NUMBER- wloTl I BS25XC084 DEPTH 7' SITE NAME I I � � II MOUNTING/O 57 LBS. A TC "I HARDWARE NORTHAMPTON I , I SITE ADDRESS: A !y y 61lyry(,Iiatul"� 1 123 HAYDENVILLE ROAD BQTTOM vIEW LEEDS. MA 01053 FRONT SIDE SPECIAL CONSTRUCTION NOTE: SHEET'TITLE WHERE INOOATED ELSEWHERE(GENERALLv SPEClRE.D AS PAINT TO MATCH). SPECIAL CONSTRUCTION NOTE. THE ALU 800 RRH BODY-SDE BRACKETS AND NOTCH FILTER MAY BE PAINTED WHERE +NDICATED ELSEWHERE(GENERALLY S°EC)FIED AS PAINT TO MATCH). FOR SPECIAL ARCHITECTURAL CONCEALMENT USING COLORS RECOMMENDED BY THE AL 800 RRH BODY-SIDE BRACKETS AND NOTCH FILTER MAY BE PAINTED EQI.J�PMENT A&E VENDOR AND APPROVED BY ALU. DO NOT PAINT THE RRH ROD_SPECIAL ARCHITECTURAL CONCEALMENT JS.NG COLORS RECOMMENDED B" L A&E VENDOR AND APPROVED BY ALU_ DO NOT PAINT THE RRH BODY_ DETAILS FD-RRH-2x50-800 1900MHz RRH MULTIMODAL ANTENNA DETAIL SCALE. N.T.S. D-1 SCALE: N.T.S. D-1 SCALE: NT.S D-1 9HE NUUBEF v— xSLING X `0'-,, - -- — Sprint' '_EAS AREA i —— ——_——— 7� ('� EX;S NG RF FOL,"MER7-�" _�I J �I i �"' I - - i IMERNAIIOVA�B,VC,SUITE 8w (BY OTHERS) MANWAH.hJ0749� iaoUl esTae41 -� INSTALL SPRINT NV 00 PROFILE I `I 11 I RRH MOUNTED TO LOW PROFILE � I t — _ — XII ING Ai&- RIDGED TP ARM MOUNT, TO L) `� 2 PER SECTOR (6 TOTAL) �� I' PrdTerra. �� �� `ER ATO:t IEXISTNG 75'05 8' DESIGN GROUP, LLC xI-E,- �I ( TA-1- CHAIN LINK �ENGE � A-&, WTI- BARBED WrRE f ��ieR _J I B Y Rood - / I-I )j Bm e�9 A: sine zoo Ph(4130 49 A 0103 - '6 INSTALL SPRIN TO T NV 800/190 �xls'ING AT&T YPROERIDGED -ARM MO UNT. hE B RIGGF Ex6TWG METROPC; Lx I> NC METROPC; P. OF 1 PER SECTOR (3 TO EXISNC CJNCRE L PAC 'ARK IN(; _ AREA L-3- SPRINT RF EQUIPMENT -- ON EXISTING 190'1 S TALL MONOPOLE - ��� TTT EXISTING EA - DOUBLE 6" (LEASE) i r — -i- I GATES f ,-EXi STING „SC/MESA I - i, II Il 999 S 190't p � EXISTNG PAD MOUNTED m (CONCRETE AL -ING ( (CONCRETE PAD) I PROPOSED 10x20 TRANSFORMER SPRINT LEASE AREA TALL MOM1O C'_. ExSTING METER WITH CONCRETE I ENTER EQUIPMENT PAD PROPOSED { ) UNDERGROUND y. UTILITIES -T-J] a 1 cTI W a a ~ x _.--o-- Q ( — _ - -- -------- --- � �� = _=�- == 4 r o ` EXIST#NG ACCESS ASEMEN- 1 CH�CKED BY: JMM 7EJ I ; APPROVED BY�. JMM/iEJ © COMPOUND PLAN- INSTALL(3)HYBRID TRUNK SCALE ,"-l0'(2-6) L q_= / CABLES FOR NV 800/1900 jUBM 7TALS I":10 p24.6) A�/ MHz UP INSIDE MONOPOLE 10 5 a to eD (275 LF EA) La ION BY PROPOSED 10'x20' r-.--� - -- GFOBA SiRUCiURAE AmnEVS15 OF i SPRINT LEASE AREA TOWER FOR SPRAYS CO-LOCATION EQUIPMENT REQUIRED To CONFIRM INSTALL 9927 HIGH CAPACIT PRIOR TQ CONSTRUCTION CAPACITY CABINET p-2 I PROPOSED 9'x AL)p_, CONCRETE PAD N;TRUCiION IBLM 3' CLEAR PER NEC EVIEW BLM E IsTING AT&T TT SHELTER EXISTING I 64' I SITE NI)MBER' GROUND WELL�/I\ 3'� 0b7 F I �--.) { INSTALL BATTERY Z \Y''1 _ I INSTALL PPC U�2 BACK UP CABINET p_Z B 5 Z cJ X C O B`1- INSTALL BATTERY C-2 BACK UP CABINET f INSTALL 9927 HIGH I I SITE fJAME: FUTURE CABINET,_�_L_�_�_ CAPACITY CABINET ATC ON 1YP -- w SITE ADDRESS: 8'TALL CHAIN r EXISTING AT&T 123 HAYDENVILLE ROAD ENCE WITH"�\ 11 1 GENERATOR 01053 PROPOSED GP (P)UNDERGROUND I LINxBAFRBED WIRE \ + LEEDS, MA 6.3' i SHEE1 111H S _ UTILITIES RUN ACROSS ANTENNA MOUNTED COMPOUND TO(E) j PROPOSED COMPOLiND PLAN TO ICE BRIDGE POST INSTALL SPRINT DEMARCATION POINTS I ICE BRIDGE m FIBER DISTRIBUTION BOX MOUNTED TO D_2 5 r4C ELEVATION ICE BRIDGE POSTS INSTALL PPC O 4.0 O.C. -�✓' D-2 GROUND 3 SHCEi NUMBER �© EQUIPMENT PLAN SOUTH ELEVATION 3 15 0 3 6 1� Sprint' INEERNA IIDNAL 81 VD,SUITE 800 MAHWAH.NJ 0749, 171(800)357-764'. ZONING SUMMARY TABLE ZONING DISTRICT.. (RR) - RURAL RESIDENTIA, Pr*Terra ASSESSORS 'D'. MAP PARCEL 002 P) USE WIRELESS COMMONICAT10N TAUP-Y DESIGN GROUP, LLC DIM_NSION PRO VIDEO CONSTRAINT MIN- SOT AREA N/A A 30,000 S� B' S,ie 20o h.(a13)3zo-x918 FRONTAGE N/A •,25 MA ato15 — - / MIN. LOT DEPTH N/A M o7 MIN. FRONT YARD SETBACK 15652 (SPRINT; 30' M 06 P o,B . P 044 MIN. SIDE YARD SETBACK 357'± (SPRINT) 21 ' MIN. REAR YARD SETBACK '399'+ (SPRINT) 40' MAX_ BUILDING HEIGHT(ICE BRIDGE) 17'3 (SPRINT) 35" MIN. OPEN SPACE 99.19 709 H M 06 - .� P 045 ��1399't— M P s2 --� SPRNT CONSTRUCTION STANDARDS: / P 014 ----��� � __ GENERAL CONTRACTOR SHALL AD-ERE IO THE FOLLOWING SPRINT M 114 1 1 1 , �,,56s t 1' oNSTRUC7ioN sTANDARDS. P 16A 1 1 EXISTING -0 10 LEASE `9g ' AREA CONTAINING 1505' I M 11A FENCED COMPOUND AND q-,/ CONSTRUCTION STANDARDS INEGRATED COINS RUC-,ON STANDARDS P D15 1 _ 190' TAB_MONOPOLE j I M 11 FOR WIRE'ESS S TES CURRENT NT VERS ON INCLUDING EXHIB'.TS A-M. I EAST�EN� --� < P c22 \ /-' -CONSTRUCTJDN SPECFICA-IONS. CONSTRUCTION STANDARDS EXHIBIT A ? �� m 6/ �� �,� - STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES M A��� e S (CURRENT VEROIN). p LOCUS -GROUNDING STANDARDS: EXTERIOR ROUNDIN S'STEM DESIGN. P o35 m N/F SMITH VOCATIONAL/AGRICULT. To HIGH SCHOOL BOARD OF TRUSTEES �___ GROUNDING STANDARDS (SUPPLEMENT) ANTI- HEFT UPDATE E x HAYDENVILLE ROAD DATED GROUNDING 082412 AND SPRINT ENGINEERING LETTER E-0504 M "A 1 LEEDS,MA 01053 1 'DATED R4.2 PROOFING P 061 ; MAP 11,PARCEL 002 1 1 WEATHER PROOFING STANDARDS EXCERPT FROM CONSTR„C?ION I y � _,� STANDARDS EXHIBIT A, SECTION 3.6 WEATHERPROOFING CONNECTORS 1 AREA=1821 Ac. --- AND GROUND KITS CODING: SPR.NT N XTE_ ANT AND L'\E COLOR CODING PER M 11A m 1\\� V\ �-� --- SPRINT TS D200 CI RR`A VERS:ON Po73 EXISTING 20 ACCESS & JT LITY 1 '° \ l --� GENERA' CONTRACTOR ,C [LD DER F" AZIMUTH AND CL HEIGHT AND -�� ASEMEN-FO OWIN EkS.1NC MECHAN' AL DOWNT LT_ F D FFERFN THAN CALLED OJT IN RD. S, ACCESS DRIVE AND JNDER„ROUND HALT ANTENNA WORK FOR ONE HOUR CALL SPRINT RF ENGINEER (OR a _ITIES To x.sTING R.o.w. c 315 MANAGER IF RF ENGINEER 'DOES NOT ANSWER, BUT STILL LEAVE A II MESSAGE TO Rr ENGINEER) •SING SPRINT-PROVIDED CONTACT INFORMA-ION FOR URTHER NSRUC1,ONS. IF SPRINT DOES NOT M ,,1A I��---�� RESPOND WITHIN ONL HOUR PL 1 ACE 900 MH AN 800 ^NZ P Osa M 1 ANTENNA AT CL HEIGHT AS SHOWN AND EMAIL CORREC- CL HEIGHT, P DID, AZIMUT- AND MECHAN',CAL DOWNTIL, TO SPRINT RF ENGINEER. UPDATE AS-BUI- G DRAWIN WITH CORRECT UL HEIGHT, CHECKED BY: JMN/TEj -AISG TESTS TO VERIFY OP'RATION IS TO BE PERFORMED AFTER FINAL P 019 P Dig -�-1 'NSTAL_ATION OF ANTENNAS AND AOG CAB'_ES HAVE REFN APPROVED BY: JMM/7EJ CONNECTED. VERIFY OPERATION OF ALL SPRIN AISG EQUkPMENT ' M 118 Mil INCLUDING P o1a P oil 800MNZ AND 1.9GHZ. TES' INCLUDE COM,P�E:E DOWN"ILT , o plo�j�� AZIMUTH (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). SUBMITTALS �E M i1C DOCUMENT AISG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET. LL TION BY ,-� P D17 -GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN M 11 FRONT OF ANTENNA. THIS MEANS NO OBJECT 'S TO BE LOCATED 45 M i1c P 3o9 P 033 -% DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 7 DEGREES UP i" AND DOWN FROM CENTER OF ANTENNA. IF THIS IS NOT POSSIBLE, a M „e P D34 MOOT -"� CONTACT RE ENGINEER FOR FoRTHER INISTRUCTON, THIS INCLUDES SPRINT AND NON-SPRINT ANTENNAS. C35, GENERAL CONTRACT IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL � '0 SET AZIMUTH, ROLL AND DOWNTILT. AZIMUTH ACCURACY S TO BE ONSTRUCTION IBLM EVIEW BLM M 11 WITHJN i DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO P Gob BE WITtuN 0.1 DECREES- IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS-BUILT DRAWINGS AND EMAIL SITE NUMBER: A SPR;NOR ENGINEERTWOOLAS-BU+LT SETTINGS. USE 3Z RE ALIGNMENT BS25XCO84 TOOL q��`` / HTTP://WWW.3ZTELECOM.COM/ANTENNA-ALiGNMEfN'T-TOOL/. SITE NAME � �sr9`> f A T C ski NORTHAMPTON 90G ' SITE ADDRESS. 9MA 123 HAYDENVILLE ROAD — LEEDS, MA C1053 / \ N" ---- - M 16B I, mD M SHEET 16B P 003 P 001 N i COMPILED PLOT PLAN © COMPILED PLOT PLAN scn�e r'-Soo' q 1 SHEET NUMBER 3o0 15D 0 3DO 600 A- CONTINUED FROM SP-2: 5 GRO N m� OF IRANISnISSION LINES A RAN M ,IDv NE- s A L BE GROUNDED AS ND.ATER SECTION 26 200 --,ELECTRICAL MATERIALS AND EQUIPMENT DN DRF W N Sprint MATERIALS: 6 HYHD ABLE COLOR oDwc ALL "T .:oDN, ,PA�� BE AS R:CJIRFD PER S .IZOO CONDUIT: A MANLI:ACT,;RERS: BENIJAV\ 1UO.F ";Fv,f -_5A_'NCS, :EERWIN W!J_IAM OR CURRENT VERSION. r.; E a= - VANOED STF CONDUIT S--AL RE - FOR EXTERIOR LOCAHOA'S. G � PPG, A ' P Dr p F P- PROEL I IA'-^I AI ITY R ^,;,'4 FOR 7. HYBRID CABLE -ARE-INS NTVVI.D'_;A —ART, AN F, E�D,JD DHA ' B. LADED _ F� - _ rr. _�V _ R.;tiS IN A.?rROVr.0 EQUAL RGbN.._ R�!v,...'v ._RA,._, 1L� __._ON ,,.,A_ .,L_�. _ RIvIU LA COATING SYSTEMS_ ALPTA-NUM;RCA,_,.Y AGCDRDINS TG SPRINT G - ENGNLFSID, v., --EN 20'2 ^O7, REV 7 CONC GE R AML` N T N ' L I.RCR -„3 i.ST AND OR _MCA_ZI ` F � � , WEATHERPROOFING EXTERIOR CONNECTORS AND_HYBRID CABLE GROUND l NCR N RIGID IOR aNL F v S SnA_ 3F TEE COATED W H ZINC mrznanJC7193V�su,rFeon PAINT SCHEDULE: x'EKI AND INI,_ E H E A VAN�Zi NI PR _S �N nB' BE 41A Iwnv57-764, A. EX IERIOR ANTENNAE AND ANTFNNA L '\I'N6 "AR`DA4RF NE C A. OF ';'RIVER AN- "WO KITS: PRODUCED ANSI SPE A cv a, RA_ S I CA ION WW c. �s AND eeJ,as�-Tea '� T TOR ANTENNAE L'�AI_I. _:E 'JON-Mi. A,I_._IC 7AS:.D AN[, CON'A'N Nc - SnA'-i BE _ ; WILT E UNDERWR tRS' ABCRATf R ETNA SEAL_ BE FNSH COA �. TALK A AL. FIBER & "LAX CONNECTORS AND ,ROUND KITS SHA�. BE `NEAT-TER-ROOFED. - - HE A�'CEPTABLE. RGS ME-A-1-IC PARTIC-FS -RCVIDL COLORS AND EAT.FRNS AS REJJIRED TO MASK APP=A,RANCIE THREAD - SE' SCREW OR COMPRESS ONI NCS WILL NGT OF ANTENNAE ON AD,�ACENT BUILD N6 SURFACES AND AS ACCEPTABLE TO THE OWNER. WEA-,ERPROOFED USING ONE OF THE FO'_LOW,NG YETI' _. A L NS:A_LAT'CNS VUS; COND.TIS SHALL BE MANUFACT-RED BY 4 R;P,3L C OR WHEATLAND REFER TO ANTENNA MANUFACTURER'S 'NSTRUCIONS VVH'EN_VER POSSIBLE. BE DONE IN ACCORDANCE WITH TI-iE MANUFACTURER'S TECOVVLNIA DNS. AND g, UNDERGROUND CONDUIT IN CONCRETE SHALL 9E POLYVI NYLCHLQRTDE (PVC) SUITABLE Pr Terra ND'JSTRY BEST PRACTICES. FOR DIRFCT RURAL AS APPLICABLE. JOINTS SHALT_ BE BELLED, AND FLJS SOLVENT B. ROPE TOP CONS-RUC"FrO.R TOUCH UP - PREPARE SURFACES IP BE REPAIRED. FOLLOW COLD SHRINK: ENCOMPASS CONNECTOR IN COT._D SHRINK 'UBING AND PROVIDE A DOUBLE WELED IN ACCORDANCE WTH MANUFACTURER'S INSTR„�TIONS. CONDUIT S ALL BF DESIGN GROUP, LLC INDUSTRY STANDARDS ANC REQUIREMEN��S OF OWNER -0 MATCH EXISTING COATING AND WRAP OF 2'ELECTRICAL TAPE EXTENDING 2'BEYOND TUBING. °ROV.DL 3M CO-D S-RINK CARBON ELECTRICAL PRODUC-S OR APPROVED EQUAL. FINISH_ CXS SERIES OR EQUAL 2. SELF AMALGAMATING TAPE. CLEAN SURFACES. APPLY A DOUBLE WRAP OF U TRANSITIONS BETWEEN PVC AND R�GD (RGS) SHALL BE MADE WITH PVC COATED e 3.1 g A�6 1,2DQ pn(ai b)32-919 PAINTING APPLICATION: SELF-AMALGAM A NG TAPE 2` BEYOND CONNECTOR APPLY A SECOND WRAP OF METALLIC LONG SWEEP RADIUS ELBOWS. only,OVA OLDS INSPECT SURFACES REPORT UNSATISFACTORY CONDITIONS IN WRITING, BEGINN'.NO WORK SET F- TAPE IN OPPOSITE DIRECTION_ APPLY 4 '„B'_E WRAP OF 2' WIDE MEANS ACCEPTANCE OF SUBS RATE E-ECTRICAL 'APE EXTENDING 2'BEYOND THE SELF AMA AMATING TAPE. D. EMT OR RIGID GA-V'ANIZED STEEL GND'JIT MAY BE USED ',N FIN SLED SPACES 2 COMPLY WITP'� MANUFACTURER'S INSTRUCT ONE AND R="OMMFNDA`IGNS FOR 3 3M SLIM LOCK CLOSLiRF 7'6 SUBSTT ?IONS WILL NOT B A_,.OWEU CONCEALED IN WALLS AND CEILINGS EMT SHALL BE MILD STEEL, ELECTRICALLY PREPARATION, PRIMING AND COATING WORK- COORDINATE WITH WORK OF OTHER 4, OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE WELDED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED AND PRODUCED TO AN'S' SECTIONS. SPECIFICATION CB0-31 FEDERAL SP IPCATION WW-C-563, AND SHALL BE UL LISTED. 3 MATCH APPROVED MOCK-UPS .OR COLOR °Ex?uRE, AND PATTERN RE-COAT OR SECTION 1 1 800= INSTALLATION OF MULTIMODAL BASE STATIONS EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, OR APPROVED REMOVE AND REP-ACE WORK WHICI DOES NO' MATCH OR SHOWS LOSS OF ADHESION. (MMBT AND RELATED EQUIPMENT EQUAL. F.`TINGS SHALL BE METAL COMPRESSION. SET SCREW CONNECTIONS SHALL 4 A �1p �U H UP AND PROTECT WORK. NOT BE ACCEPTABLE. TOUCHbP �AINTIIN SUMMARY: E. :JQUJD TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO 1 GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHAD_ BF TOUCHED IJP AFTER TOWER EQUIPMENT. F�TTINGS S'-ALL BE METALLIC G'AND TYPE COMPRESSION F'.TT'INGS, ERECTION WITH "GALVANOX,' 'DRY GALA," OR 'ZINC-iT.' A. TH'.A SECTION SPE IF'rS MMBTS CABINE"S, POWER CABINE�:S, AND INTERNAL Ir a r. FA TURER'S EQUIPMENT INCLUDING 9Y NOT IJVriTL,. TC RECTIFIERS, POWER DISTRIBUTION UNITS, MAINTA',NING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL 2 FILLD TO'JCHDP PAINT SHALL BE DONE IN ACCORDANCE W.1 THE MANJ C NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDLIJ.T SHALL NOT EXCEED WRITTEN INSTRUCTIONS. BASE BAND UNITS, GI)RGE ARRESTORS, BATTERIES, AND SIMILAR EGI'IPMENT 3_ ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE FURNISHED BY THE COMPANY rOR INSTALLATION BY THE CON'RAC-DR (OFCI), 6-FEET. LFMC SHALL BE FLEXIBLE CONDUITS AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL NOSE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS. B, CONTRACTOR SHALL PROVIDE AND INSTALL A'L MISCELLAGEO-S VA RIA'_S AND OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. PROVIDE ALL LA80R REQCRED FOR INSTALLATION EQUIPMEN' IN EXSTNG -,ADINE- OR -44= SECTION 11 700 - ANTENNA ASSEMBLY REMOTE RADIO HEADS AND NEW CABINET AS SHoWN ON DRAWINGS AND AS REQUIRE B E APPLICABLE F. MINIMUM SIZE coNDOT sHA�L BE 3/4 INCH (2�MM) CABLE INSTALLATION INSTALLATION MOPS- D HUBS AND BOXES: SUMMARY: C, COMPLY WITH MANUFACTURERS INSTA'LLA-ION AND S?AR JP REQ-REVEN-S THIS SECTION SPECIFIES INSTACLA?ION OF ANTENNAS, RR-'S, AND CABLE EQUIPMENT, A. AT EN TRANCES TO CABINETS OR OTHER EQU PM ".T Nu' HAVING INTEGRAL THREADED INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. DC CIRCUIT BREAKER LABELING HUBS PROVIDE METALLIC THREADED HUBS Or T'IE SIZE AND CONFIGURAToN REQUIRED. HUB SHALL INCLUDE I_OCKNUT AND NEOPREN,_ 0-RING SEAL. PRO'VTDE IMPACT AN-ENNAS AND RRH'S: A. LABEL CIRGU.T BREAKERS ACCORDING TO SPRINT CELL SITE ENGNEE"RING NOTICE - EN RESISTANT 105 DEGREE C PLASTIC BUSHINGS TQ PROTECT CABLE INSULATSON. THE NUMBER AND TYPE OF ANTENNAS AND RRiL'S TO BE INSTALLED ''S DETAILED ON THE 2G12-OG1, REV '-.. 8. CABLE TERMINATION FITTINGS FOR CONDUIT CONSTRUCTION DRAWINGS. 1_ CABLE TERMINATORS FOR RGS CONDUITS SHALL BE T"PE CRC BY O-Z/GEDNEY OR SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER EQUAL. HYBRID CABLE: STATIONS (MMBTS) AND RELATED EQUIPMENT 2. OAST F TERMINATORS FOR LFMC SHALL BE C C O - GL2075: OR MADE FOR THE PURPOSE HYBRID CABLE WILL BE DCF.BER AND FURNIS{ED FOR INSTALLATION AT EACH SITE. CABLE PBepo 5s BY C T C C. EX 18 BULL B X AND PULL BOXES IN N"ERIOR NDUS-RIAL AREAS SHALL BE SHALL BE INSTALLED PER THE CONSTRUCT,ON DRAWINGS AND E APPLICABLE MANUFACTURER'S SUMMARY: __LATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DL ST PROOF, WITH GASKET, REQUIREMENTS. PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CRO' SE-HINDS A. THIS SECTION SPECESS MMBTS CABINETS, POWER CABINETS, AND INTERNAL WAB SERIES OR EQUAL. JUMPERS AND CONNECTORS: EQUIPMENT INCLUDING BY NOT LIMITED 70 RECTIFIERS, POWER DISTRIBUTION UNITS, FFiRNISH AND INSTALL .F2" .. COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. RASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQJIPMEN T D. CONDUIT OUTLET BODIES S�.A_L 9E PLATED CAST ALLOY WITH SIMILAR GASKETED JUMPERS SHALL BE TYPE LSE 4,y FLC'.2-5U, OR 540, OR FXL 540- SUPER-FLEX CABLES ARE FURNISHED BY THE COMPANY FOR INSTALLA LION BY THE CON-RAC-011 (DELI). COVERS- OUTLET BODIES SNA_L BE OF THE CONFIGURATION AND SIZE SUITABLE FOR NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMP.JFIERS B, CONTRACTOR SHALL PROVIDE AND INSTALL ALL MSCFI_IANEO'JS MATERIALS AND THE APPLICATION. PROVIDE CRDUSE-HINDS FORM 8 OR EQUAL. SHALL CONSIST OF 1/2 '.NCH FOAM DIELECTRIC, OUTDOOR RATED COAXIA_ CABLE. DO NCT USE PROVIDE ALL LABOR REQUIRED FOR NSTAJ_ATION EQUIPMENT IN EXIST'�NG CABINET OR E MANJFA-JRER FOR BOXES AND COVERS SHALL. BE HOFFMAN, SQUARE 'D', SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE B" ' ,E APPLICABLE CROUSE-HINDS, COOPER, ADALET, APPLETON, 0-Z GEDNEY, RACO, OR APPROVE^v WITH A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, INSTALLATION MOPS. EQUAL - MANUFACTURED BY SUPPLIER. IT JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S COMPLY WITH MANUFACTURERS INSTALLATION AND STAR--_P REGUTREMENTS SUPPLEMENTAL GROUNDING SYSTEM CHECKED By JMM/1EJ REQUIREMENTS FOR INSTALLATION OF CONNECTORS REMOTE ELECTRICAL TILT (RET) CABLES: SUPPORTING DEVICES: A. �JRN'ISH AND INSTAL A SUPPLEMEN'AL GROUNDING SYSTEM AS INDICATED ON THE APPROVED By UMM/TED MISCELLANEOUS: DRAWINGS. SUPPORT SYSiEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WITH INSTALL SPUTTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT. A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TG COMP_IANGE WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COOPER WIRE, SIZES REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED SUBMITTALS ANTENNA INSTALLATION. 1 ALLIED TUBE AND CONDUIT CONDUCTORS AS INDICATED. REV. DATE DESCRIPTION B� THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE 2_ B-U.NE SYSTEM B, SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAC WELDS, 3. UN STRUT DIVERSIFIED PRODUCTS !NSTR'JCTIONS SUPPLIED BY THE MANUFACTURER_ ANTENNA HEIGHT, AZIMUTH, AND FEED EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. 4. THOMAS & BETTS REQUIRED BY MANUFACTURER; AT GROUND BARS 'USE TWO HOLE SPADES WITH NO OX_ A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEA-URES AS FOLLOWS: C_ STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM BOTTOM STRUT IS LEVEL, THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1_ EXPANSION ANCHORS CARBON STEEL WEDGE OR SLEEVE TYPE_ FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. 1 DEGREE. 2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE EXISTING STRUCTURE: os/o4/1s ISSUED FOR coeslRUCTIOm aLM B. ANTENNA MOONTING REQUIREMENTS: PROVIDE AN TENNA MOUNTING HARDWARE AS INDICATED 3- FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 1 0 04/24/15 ISSUED FOR REVIEW RAI ON THE DRAWINGS. 4. TOGGLE BOLTS ON HOLLOW MASONRY 'UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. A EXISTING BOXES, WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, D THE HYBRID CABLES INSTALLATION: 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE SITE NUMBER: A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE 7, EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE BS25XCO84 8_ DO NOT WELD CONDUIT PPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL WALT, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL CEILING, CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S STRUCTURES- OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. SITE NAME RECOMMENDATIONS. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET ME-A_ SCREWS. B. THE INSTALLED RADIUS OF THE CABLES SHAD_ NOT BE LESS THAN THE MANUFACTURER'S SUPPORTING DEVICES: CONDUIT AND CONDUCTOR INSTALLATION: ATC N0,RTHAMP70N SPECIFICATIONS FOR BENDING RANI. A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND A. CONDUITS SHALL BE FASTENED SECURELY W PLACE WITH APPROVED NON-PERFORATE C. EXTREME CARE SHALL BE TAKEN TC AVOID DAMAGE TO THE CABLES DURING HANDLING AND PERMANENTLY W ACCORDANCE WITH NEC. STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SITE ADDRESS: INSTALLATION. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN 123 HAYDENVILLE ROAD FASTENING MAW HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX B- COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. LEEDS, MA 0t053 LADDER AT 4'-0'DC USING NON-MAGNETIC STAINLESS STEEL CLIPS. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FAST ti Ei..ECTR',CAL ITEMS AND CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT 2. FASTENING INDI V!DU AL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WJT TIN THE THEIR SUPPORTING HARDWARE SECURELY TO THE STRI..CCTURE IN ACCORDANCE WITH OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, MMBTS CABINET AND ANY INTERMEDIATE DISTRiB'TION BOXES: THE FOLLOWING: PARALLEL AND TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT snECi nn1 u a. FIBER: SUPPORT FIBER BUNDLES USING B' VELCRO STRAPS OF THE REQUIRED LENGTH @ SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE 181 STRAPS SHALL BE JV, OIL AND WATER RESISTANT AND S'J'.TABLE FOR INDUSTRIAL D. ENSURE THAT THE LOAD API IED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT TEMPORARh�Y CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. TI IT INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EEQUAL. OF THE PROOF TEST LOAD. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON 0j TI �� IS DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH TENSILE STRENG?H AT '.2000 PSI AS MANUFACTURED BY E. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TC CONCRETE BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKOUT ON OUTSIDE AND SPECIFICAICX NLLCD PRODUCTS OR EQUAL. SLABS. INSIDE. 3 FASTENING JUMPERS: SECURE JUMPERS To THE SIDE ARMS OR HEAD FRAMES USING STAINLESS B. CONDUCTORS SHALL BE PULED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. MBER SKIT STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY C:TIPS. ELECTRICAL IDENTIFICATION: NU 4. CABLE INSTALLATION: c. J.NSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. A. 'UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHFD-LES IN THE MOUNTING b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT ,HE LINES WIT INSIDE DOORS OF AC PANEL BOARDS W+TH ANY CHA%G_FS MADE TO THE AC P BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON 'HE DRAWINGS. AVOID SYSTEM, TWISTING AND CROSSOVERS. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION '_IGHTING EQJTPMENT SHALL BE MAXIMUM BEND RADIUS. CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. CONTINUED FROM SP-1: 3 3 ?L nRE2'N r cTI NS: B. Rr PORT INS RwA ti tiI'. B_ RA M '' D sPR N^ v'A -RGr AN AS A SLITEDUI_E NSPL,:TIJN` W-F, OM"ANY PEPRF;EN A V- R Q'IRFID _.J5 NFDPVA'.'.LN Ni1_L ROVDE A LASS LOP ?ROGRr_.:S V, ORIN„ A'YD SECTION 01 400 -__SUBMITTALS TESTS AND INSPECTIONS PAYVEN Sprint I CDNDJCT NSP'-,'ION_ '�NCLuD,NS B'� tiG L'M,TED -Hr C LGWIN PART 1 - GENERAL I. G40JNCi NG SSTEM INSTAILH .ON PRIOR TO EARTH CI NCEA M NT DOCJN-NTEC WITH DEC"A' 3.2 PRGJL� �^. FERL.NCE CALLS: PHO?OGRAPRS R" CONTRACTOR, APPROVED BY A&T OR CLEO' KEFRESEN A?IVE A. SHRIFT MAY H,:-D WEEK,-Y THOJEC JN ERF'N E P _ CONTRACTOR *'LL BE ° Q''-I!R TO IIn'rearvanory swcslrFa00 - - - - 'i.l.' 'SINS J''N'TI CJN N!TH - _ FT f.N REBAR PLACEMENT PROP TG ',RJR ;?OC-.,MLN TED WITH DID-AL Ir 7� c,ITF S'A'ILS, VIL_`_:'iONt .,.,MPLC TICKS AND PCOM.NG MIEE_,,TONE ,MAHWAH.NJ07495 THE_WORK: S ANDARD ;CN R C '� ?E'J „AT., N CON U 2. i DRMIN'C, FOR CONC.R_ E D COMMI,N..A iec a0o1357-7a4. OTHER CONTRACT LDOCUMENTS AND THE CONS1R 1,TION DRAWINGS DESCRIBE THE WORK PHOTOGRAPHS BY CONTRACTOR, APPROVED BH A&E OR SPRI'�T REPRESENTATIVE. PRGJECTICNS, AND Ai�iSWER ANY OTHER S..TF S_AT'.;S QUESTION'S A, N_CESSARY I BE PERFORMED BY THE CON TRACTIOR 3. C.UM°ACTION OF BACKFLU_ MA.�RIALS; A„GREGAT HASF TC H ROADS, PAD_, AND ANCHORS; _ ASP',ALT PAVING, AND SHAT 3ACKPLI FOR CONCRET ADD hoC' PO'EC, By INDEPENDENT 3,3 PROJECT TRACKING IN SMS. '.2 RELATED Da'_'L VENTS: -RI-3 PARTY AOFNC�, A. THE REQUIREMENTS OF THIS SECT'.ON' A P''_Y TO ALL SECTIONS IN THIS SPECIFICATION. 4 PRE- AND POST CONSTRJCTiON ROOFTOP AND STRUC'URY NSPECTONS ON EXSTING A. CONTRACTOR SHALL PROM,,^,L SCHEDULE U°DATES AND PRCJEC;TIONS IN THE SMS SYSTEM ON rACIL TIES A WEEKLY BASS_ ProTerra B. SPRINT 'STANDARD C 1'vS R',C"ON JFTA LA FOR W'.RE-E SS SITES" ARE INCLUDES W AND iOWTR ERECTION SECTION STACKING AND PLATFORM A"H b,ENT DOCI,MEN TE;> BY DIG'.TAI MADE A PART OF THESE EC I-_ATONS ;EREWITH. PHOTOGRAPHS BY THIRD PARTY AGENCY. 3.4 A'�DITION AL REPORTING 6. ANTENNA AZIMUTH DOWN TILT AND PER SUNLIGHT TOOL SUNSIGH,T iNSTRJMEN`S - A ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS DESIGN GROUP, LLC '.3 SUBMITTALS: AN,ENNATGN ALIGNMENT TOO (AAZ) 7. VERIFICATION DOCUMENTED WITH THE ANTENNA CHECKLIST REPORT, BY A&E. STE DETERMINED TO BE REASONABLE NECESSARY BY COMPANY. A. THE WORK IN ALL ASPECTS SHALL COMPLY WITH THE CONSTRUCTION DRAWINGS AND 4 a r a°p° a�:(aupzc-4sra DEVELOPM NF REP OR RF RCP. 3.5 RR O.,ECT PHC OGRAPHS. s jog A,s„ae zoo THESE SPECIFICATIONS. 8 FINAL INSPECTION CHECKLIS3 AND HANDOFF WALK (HOC.). SIGNS^ FORM SHOWING as omas B. SUBMIT THE FOL'_GWING TO COMPANY REPRESENTATIVE FOR APPROVAL. ACCEPTANCE BY r ELO OPS `; TO BE UPLOADED INTO SMS A. FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPFG FORMAT IN THE SMS RiiSTE CONCRETE MIX-DFS'IGNS FOR TOWER FOUNDATIONS, ANCHORS PIERS, AND CONCRETE PAVING. 9. COAX SWEEP AND FIBER TESTING DOCUMENTS SUBMIT TED VIA SMS FOR RF APPROVAL LIBRARY FOR THE RESPECTIVE SITE. PHOTOGRAPHS SHALL BE CLEARLY LABELED WITH SITE 2. CONCRETE BREAK TESTS AS SPECIFIED HEREIN. 10. SCAN-ABLE BAROQUE PHOTOGRAPHS OF TOWER TOP AND INAGCt SSBLE SERIALIZED NUMBER, NAME AND DOVER IEW. , AND SHALL INCLUDE AT A MINIMUM THE FO�LO WING AS 3 SPECIAL FINISHES FOR INTERIOR SPACES, H ANY. EQUIPMENT 1AP'GL4 VS@SAND TOWER OVERVIEW. 4. ALL EQUIPMENT AND MATERIALS SO IDENTIFIED ON THE CONSTRUCTION DRAWINGS. 11. ALL AVAILABLE JUR'SDICHONAL INFORMATION 2. TOWER FOUNDAT,ON(S) - FORMS AND STEEL BEFORE POUR (EACH ANCHOR ON GUYED TOWERS_ 5. CHEMICAL GROUNDING DESIGN. l2. PDF SCAN OF REDLNES PRODUCED IN FIELD 3 TOWER FOJNDALON(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS). C_ ALTERNATES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR 4. TOWER STEEL AS BEING INSTALLED INTO HOLE (SHOW ANCHOR STEEL ON GUYED TOWERS) F SPECIFIED TO SPRINT'S CONSTRUCTION MANAGFR FOR E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND A'J� C-,TES TONS TO ANY 5 PHOTOS OF TOWER SECTION STACKING, METHODS SPECIFIED SHAD BL SUBMITTED WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION AC'!V17IES AND/OR AS A 6. CONCRETE TESTING / SAMPLES. APPROVAL PRIOR TO BEING SHIPPED TO SITE SPRINT WILL REVIEW AND APPROVE ONLY RESULT OF TESTING. 7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION. THOSE REOUESTS MADE IN WRITING-. NO VERBAL APPROVALS WILL BE CONSIDERED. SUBMITTAL FOR APPROVAL SHALL INCL'DDE A STATEMENT OF COST REDUCTION PROPOSED F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES HAL BE DOCUMENTED 8T THE 8. BUILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS. FOR USE OF ALTERNATE PRODOCT. CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHGTOGRAPPS MUST BE 9 SHELTER FOUNDATION--FORMS AND STEEL BEFORE POURING. DIGITAL AND OF SJFFICIENT QUALITY TO CLEARLY SHOW THE SITE CONSTRUCTION. 10. SHELTER FOUNDATION POLE WITH VIBRATOR IN USE. 1.4 TESTS AND INSPECTIONS: PHOTOGRAPTS MUST CLEARLY IDENTIFY THE PHOTOGRAPH ED ITEM AND BE LABELED WITH 11. COAX CABLE ENTRY INTO SHELTER. T THE SITE CASCADE NUMBER, SITE NAME, DE SCR!PTiGN, P,ND C�A7E 12. PLATFORM MECHANICAL CONNECTIONS TO OWER/MONOPOLE. A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRJCT!ON TESTS, INSPECTIONS 13. ROOFTOP PRE AND POST CONSTRUC71ON PHOTOS TO INCLUDE PENETRATIONS AND INTERIOR AND PROJECT DOCUMENTATION 3.4 DE'_IVERA&_ES TEST AND INSPECTION REPORTS AND CLOSFDUF DOCUMENTATION SHALL BE CEILING s '4. PHOTOS OF TOWER TOP COAX LINE COLOR CODING AND COLOR CODING AT GROUND LEVEL. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT CMITED TO THE UPLOADED TO THE SMS AND/OR FORWARDED i0 SPRINT `0R NQ'J SION '.NTC THE 15. PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATOR' SGN'AGE. FOLLOWING. PERMANENT SITE FP_ES. i6. PHOTOS OF EQUIPMENT BOLT DOWN INSIDE SHE 'ER. COAX SWEEPS AND FIBER TESTS PER SPRINT TS-0200 CURRENT VERSION ANTENNA '_!NE THE P P P \ A. FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE 17. POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO SUPPLY ? ACCEPTANCE STANDARDS_ LOCATIONS INCLUD NG METER/IT SCONNEC, ,C 2_ AGL, AZIMUTH AND DOWNHLT USING ELECTRONIC COMMERCIAL MADE-FOR-THE-PURPOSE CONCRETE MIX AND CYLINDER BREAK REPORTS. 5�H 2, STRUC URA'_ BACKFILL COMPACTION REPORTS, 18. ELECTRICAL TRENCH(S) WITH ELECTRICAL /CONDUIT BEFORE BACKFI!�. ANTENNA ALIGNMENT TOOL. 3. S'.TE nn^ESISTANCE TO EARTH TEST 19. ELECTRICAL TRENCH(S) WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL. 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ANC, ALL CORRECTIONS TO ANY WORK 4 ANTENNA AZIMUTH AND DOWN TILT VERIFICATION 20. TELCO DRENCH. WITH TELEPHONE / CONDUIT BEFORE BACKFILL, IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF 5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED PER 21, TELCO TRENCH WITH FOIL-BACKED TAPE BEFORE FURTHER BACKFILL. TESTING. SUPPLIER'S REQUIREMENIS AND THE APPLICABLE RFGHONS HEREIN. 22. SHELTER GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING; 6. COAX CABLE SWEEP TESTS PER COMPANY'S "ANTENNA LINE ACCEPTANCE SFANDARDS`. AND REND RADII). 1 AZIMUTH, DOWNTILT, AGL - UPLOAD REPORT FROM ANTENNA ALIGNMENT TOOL TO SIERRA B, REQUIRED CLOSEOUT DOCUMENTATION INCLUDES THE FOLLOWING; 23 LOWER GROUND-RING TRENCH WITH OROTUND-WIRE BEFORE EACKFILL (SHOW ALL GAD WELDS AND TASK 465. INSTALLED AZIMUTH, DOWNTH , AND AGL MUST CON'ORM TO THE RF DATA TEST WE'_IS, PHOTOGRAPHS SHOWING BEND RADII}. SHEETS. SWEEP AND FIBER TESTS I. TEST WELLS AND -BENCHES. PHOTOGRAPHS OF ALL 24. FENCE GROUND-RING TRENCH WITH GROUND-WIRE BEFORE BACKFILL (SHOW ALL CAD WELDS AND ALL OPEN EXCAVATIONS AND TRENCHING PRIOR 70 BACKFF JNG SHOWING A TAPE MEASURE BEND RADII). 2. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIRIE SERIALIZED EQUIPMENT VISIBLE IN THE EXCAVATIONS INDICATING DEPTH 3. ALL AVAILABLE JURISDICTIONAL INFORMATION 2, CONDUITS, CONDUCTORS AND GROUNDING: PHOTOGRAPHS SHOWNG TYPICAL INSTALLATION OF 25-ALL BTS GROUND CONNECTIONS. CONDUCTORS AND CONNECTORS, PHOTOGRAPHS SHOWING TYPICAL BEND RADIUS OF 26. ALL GROUND TEST WELLS. 4. PDT SCAN OF REDLINES PRODUCED IN FIELD INSTALLED GROUND WIRES AND GROUND ROD SPACING- 27 ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR. 5. ELECTRONIC AS-BUILT DRAWINGS IN A'JTOCAD AND PDT FORMATS. ANY FIELD CHANGE MUST 3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND 28. ADDITIONAL INCLUDING POINTS ON TOWERS ABOVE 200'. BE REFLECTED BY MODIFYING THE PLANS, ELEVATIONS, AND DETAILS IN THE DRAWING SETS EQUIPMENT?/SHEL TER PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING AI L REINFORCING STEEL, 29. HVAC JN.TS INCLUDING CONDENSERS ON SPLIT SVS?EMS. H GENERAL NOTES INDICATING MODIFICATIONS WILL NOT 6E ACCE°TED. CHANGES SHALL BE UTILITY AND CONDUIT STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE DOUIR OF SHELTER 30. GPS ANTENNAS. HIGHLIGHTED AS 'CLOUDS°IDENTIFIED AS THE "AS-BUILT'CONDITION. 31_ CABLE TRAY AND/OR WA VEG'UIDE BRIDGE. SLAB/FOUNDATION, TOWER FOUNDATION AND GTO AN '.ORS WITH VIBRATOR IN USE; 32.DOGHOUSE CABLE EXIT FROM ROOF. 6. LIEN WAIVERS PHOTOGRAPHS SHOWING EACH ANCHOR ON G'JYED TOWERS, BEFORE CONCRETE POUR. 33 EACH SECTOR OF ANTENNAS, ONE PHOTOGRAPH LOOKING Ai THE SECTOR AND ONE FROM BEHIND 7. FINAL PAYMENT APPLICATION 4. -LOWER, ANTENNAS AND MAINLINE INSPECTION AND PICTOGRAPHS OF SECTION STACKING; SHOWING THE PROJECTED COVERAGE AREA CHECKED BY JMM/TEJ 8. REQUIRED FINAL CONSTRUCTION PHOTOS INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATIACHMENT POINTS, �TF PHOTOGRAPHS OF TOWER TOP GROu NDING; PHOTOS OF TOWER COAX LINE COLOR CODING AT 34. MASTER BUS BAR, 9. CONSTRUCT70N AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT MS 35. ELECTRICAL BOARD AND NIU. THE TOP AND AT GROUND ;.FUEL; INSPECTION AND PHOTOGRAPHS OF OPERATIONAL OF 36. ELE GTRICAL DISTRIBUTION WALL APPROVED BY: JIAM/TES 10_ ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SIERRA (SPRINTS TOWER LIGHTING, AND PLACEMENT OF FAA Re GISTR ATION SIGN; PHOTOGRAPHS SHOWING 37. CABLE ENTRY WITH SURGE SUPPRESSION DOCUMENT REPOS'.TORY OF RECORD)_ ADDITIONAL GROUNDING POINTS FOR TOWERS CREATED 7-AN 200 FEE`.; PHOTOS OF 38_ENTRANCE TO EQUIPMENT ROOM. SUBMITTALS ANTENNA GROUND BAR, EQUIPMENT GROUND BAR, AND VASTER GROUND BAR; PHO TOS OF 39,COAX WEATHERPROOFING-TOE AND BO?TON, OF TOWER, 1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED 3' APPLICABLE MOPS CPS AN'ENNA(S), PHOTOS OF EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT 40. COAX GROUNDING -TOP AND BOTTOM OF TOWER. REV.• DATE I DESCRIPTION BY 1.6 INTEGRATION. PERFORM ALL INTEGRATION ACTIVI7IES AS REQUIRED BY APPLICABLE MOPS THE SECTOR AND ONE FROM BEHIND SHOWING THE PRO EC ED COVERAGE AREA; PHOTOS OF 4,I, ANTENNA AND MAST GROUNDING_ COAX WEATHERPROOFING - TOP AND BOTTOM, PHOTOS OF COAX GROUNDING--TOE' AND 42 LANDSCAPING - WHERE APPLICABLE. PART 2 - PRODUCTS (NOT USED) BOTTOM; PHOTOS OF ANTENNA AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY INTO SHELTER; PHOTOS OF PLATFORM MECHANICAL CONNEC'!ONS TO TOWER/MONOPOLE 3.6 FINAL PROJECT ACCEPTANCE COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT, PART 3 - EXECUTION 5, ROOF TOPS- PRE-CONSTRUCTION AND POST-CONSTRUCTION VISUAL INSPECTION AND CONTRACT DOCUMENTS OR THE SPRINT INTEGRATE.' CONSTRUCTION STANDARDS FOR WIRELESS 3.1 REQUIREMENTS FOR TESTING PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT CONDITIONS; ROOF SITES AND UPLOAD INTO S!TERRA. TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE JURISDICTION; PHOTOGRAPHS OF A. THIRD PARTY TESTING AGENCY WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING CABLE TRAY AND/OR ICE BRIDGE; PHOTOGRAPHS OF DOGHOUSE/CABLE EXIT FROM ROOF; SECTION 07 500 - ROOF CUTTING PATCHING AND REPAIR 1 05/04/15 ISSUED F)R CONSTRUCTION BLM AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A 6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL COMP3F,ND, INCLUDING EQUIPMENT PLATFORM 0 04/24/15 ISSUED FOR REVIEW BLM REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH FROM ALL FOUR CORNERS. SUMMARY: UNDERSTANDING OF LOCAL AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND 7. FINISHED UTILITIES: CLOSE-UP PHOTOGRAPHS OF THE PPC BREAKER PANEL; CLOSE-UP THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE PHOTOGRAPH OF THE INSIDE OF THE TELCO PANEL AND N.IJ; CLOSE-UP PHOTOGRAPH 0. CONDUIT SECTION CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED SITE NUMBER: GROUNDWATER CONDITIONS. THE POWER METER AND DISCONNECT; PHOTOS OF POWER AND TELCO ENTRANCE TO COMPANY BS25 XC08L( THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE REQUIREMENTS ENCLOSURE; PHOTOGRAPHS AT METER BOX AND/OR FACFLI.Y DISTRIBUTION PANE... ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY FOR THE TESTS 70 BE DONE, EQUIPMENT TO BE USED, AND ASSOCIATED HEALTH AND B. REQUIRED MATERIALS CERTIFICATIONS: CONCRETE MIX DESIGNS; MILL CERTIFICATION FOR ALL OPENINGS IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, SITE NAME SAFETY ISSUES. REINFORCING AND STRUCTURAL STEEL; AND ASPHALT PAVING M'.X DESIGN_ ANY EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. 2. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING AS7M, 9. ANY AND ALL SUBMITTALS BY THE JURISDICTION OR COMPANY_ AA AASJTO, AND OTHER METHODS IS NEEDED. 1.4 SUBMITTALS: NORTHAMPTON 3_ EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING USING ASTM, SECTION 01 500 - PROJECT REPORTING AASJTO, AND OTHER METHODS IS NEEDED_ A. PRE-CONSTRUCTION ROOF PHOTOS COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION SITE ADDRESS; 3.2 REQUIRED TESTS PART 1 - GENERAL OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH 123 HAYDENVILLE ROAD 1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS '.N CONJUNCTION WITH THE (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. LEEDS, MA 01053 A CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO FOLLOWING: BE PERFORMED BY THE CONTRACTOR. B_ PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3 ' CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS SPECIFIED EA.) s E[r onE M SECTION: PORTLAND CEMENT CONCRETE PAVING. 1.2 RELATED DOCUMENTS: 21 ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS, AND COMPACTED A THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION. C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS. OUTLINE DENSITY TESTING AS SPECIFIED IN SECTION. HOT MIX ASPHALT PAVING. 3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION PORTLAND CEMENT CONCRETE B. SPRINT 'STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND SECTION 09 900 - PAINTING SPECIFICA T IONS PAVING. MADE A PART OF THESE SPECIFICATIONS HEREWITH. 4, TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS, PADS AND QUALITY ASSURANCE: ANCHOR LOCATIONS PART 2 - PRODUCTS (NOT USED) 5. STRUCTURAL BACKFILL COMPACTION TESTS FOR THE TOWER FOUNDATION. PART 3 - EXECUTION A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHfCH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE sH[n NUUeea 6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT CELL SITE GROUNDING SYSTEM DESIGN. YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN 7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION 'LINE ACCEPTANCE 3.1 WEEKLY' REPORTS: STANDARDS. A. CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS_ ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 8_ GROUNDING AT ANTENNA MASTS FOR CPS AND ANTENNAS THIS STATUS REPORT FORMAT WILL BE PROVIDED TO -HE CONTRACTOR BY SPRINT. THE S 9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION. B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS, REPORT WILL CONTAIN SITE IU NUMBER, THE MILESTONES FOR EACH S7E, INCLUDING THE C ! BASELINE DATE, ESTIMATED COMPLETION DATE AND ACTUAL COMPLETION DATE, CONTINUE SHEET SP-3 THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS SECTION 01 300 - CELL SITE .CONSTRUCTION AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. PAR- , - GENERAL SECTION 01 1 00 - SCOPE OF WORK 'TIE WORK_ E STANDA 2NSI N SFE IF'cA NS N ,ON�UNCT o. W - THE 0-HER n nt -- - -- - PAR' - .GENERA" UT'L C SERV E W 1E4 CESSARY 7 C Y INIC P.PTS E TRICA 14L_S, :;ON RACT DOCJME N'S AND HE CONS RJ,.IION DR/V%!NC j"SCR'.BE THE WORK TG 3E PERFORM ET, Sprint' - _ C;oNDJ S, CAd E OF UIIL'-Y SER✓CPS J2 RE PROTEC I.UN OR oY Ti.E CONRACTO2- c 1Hl WORK _S SANDARD CON`_ R_J_ 10% :r'F^FI"A IOti'S iN CONJJN,rrOV W_- _�_ ,OVVjN.CATIONS „"STEMS, `-EY S--A-_ BE C., AN 'O- AT JJ� AP-' PACES OR 2 R AEC DOCJMEN-S SPRINT CONSTR,), :.ON STANDARDS FOR WI.RE._E'-'_> CI E CON ,VAIN. DCCI,NEN'S ANA THE W'-TIRE S'-'JWN. Ate'._ SUCH AC 1045 SHA'_L 3E COCKD�tiATF.0 AMT- T..TE UT 1.'TY COMPAN' IT RNATONA,8LV_'SJFH BIT CONSTRUCTION DRAW'NGS BFtiC'RIBE TH? WORK -0 BE PERFORMED BY THE CONTRACTOR INVOLVED: A. THE REQU BEVERTS OF THIS 5=CTION APPLY '0 A SECT''ONS 'N T-.IS SP_CIFICATON. i�AAH J06495 1.2 REIA-ED EOCDMENTS_ I-'2 FERMI FTES. *"FU R-%UIRED THAT A. PERMIT OR %N _,-ON TEL BE PAID '0 A B F SPRY,'-. "SANDARD CONS, dERLN OE-AILS FOR W'R-_ SS S TES' ARE INCL�DEU "y AND MAOE A BART --L- OF HSE SPECIFICATION, 1EREW Tn_ ' I C N IZJ� �ON A. THE REQUIREMENTS OF TITS SECTOR A L APPLY TO A SEG IIONS IN THIS S°EC PJB,.IC J LJTY PROVIDER FOR NEW SERVICE THE PROJLCT, PAYMENT OF .FICAl10N- SUCH LEE SHALL BE THE RESPONSIBILITY OF THE CON RAC CR '1.3 lQ,`CE TO PROCGED B SPRINT "S-ANDARi` CONS-RUC ION DETAILS FOR WIRELESS SITES' ARE INCLUDED IN AND 113 CONTRACTOR SHA'_L 'AKE ALL MEASURES AND PROVIDE A_L M.A. ERAL NECESSARY =0R A. NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN No-(GE TO PROC=EC AN[) THE ISSvANCE MADE A PART Or THESE C. EC';FICATIONS HEREWITH. PROTECTING EXISING EQUIPMENT AND PROPERTY. OF THE WORK ORDER. ProTerra 1.3 DRFC'DENCE SHOULD COUT CIS OCCUR BETWEEN THE STANDARD CONSTRUCTION 14 METHODS OF PROCEDURE (MOPS) FOR CONSIRUC?'C)N: CONTRACTOR S-'ALL PERFORM B. UPON RECEIVING NOTICE 10 PROCEED, CONTRACTOR SHAL_ EJL_Y PERFORM ALA WORK NECESSARY DESIGN GROUP, LLC SPECIFICATIONS FOR WIRELESS ST-S ,NC_UDING THE STANDARD CONSTRUCTION DETALS FOR WORK AS DESCRIBED IN THE FOLLOWING INS A-APON AND COMMISSIONING MOPS TO PROVIDE SPRINT WIT!- AN OPFRATIONAL WRC_ESS FAGLTY- WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRU„'ION A TOP HAT PAR] 2 - PRODUCTS (NOT .LSED) a ..Rona DRAWINGS SHALL TAKE PR_ ECENCE NOTIFY SPRIN UNSTRJCTION MANAGER IF THIS E IbW TO INSTALL A NEVI CABWET PAR. 3 - EXECUTION a,ag a sae zoo c1_(a+a>5zo-ae)e OCCbRS C. BASE BAND JUL IN EXISTING UNIT nodley,wA OF F)15 D. INSTA__ATION OF BATTERIES 3.1 FUNCTIONAL REQUI REMENTS 1-4 NATIONALLY RECOGNIZED CODES AND STANDARDS. E. INSTALLATON OF HYBRID CABLE A_ THE ACTIVTIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES A. THE WORK SHALL COMPLY WI-1 APPLICABLE NATIONAL AND LOCAL CODES AND F INSTALLATION OF RRH'S REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRt3ED ARE NOT EXHAUSTIVE STANDARDS, 'LATEST EDITION, AND PORTIONS THEREOF, INC_UDED BUT NOT LIMITED TO G GIBING AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE THE -OLLOWFN G: - TS-0200 REV 4 - ANTENNA LINE ACCEPTANCE STANDARDS THE CONSTRUCTION OF A FULLY F'JNCT,DNING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH GR 78-CORE G N-RIC REOLUREM_N S FOR P-:YSICAL DESIGN AND MANLFACTURE I. SPRINT C L SATE En G.NEERING NOTICE - n' 20`2-00', REV i. _ F F ? TNF COMPANY PROCESSES. OF TELECOMMUNICATIONS EOJIPMENT. J- GOM VISSIONINv MOPS K SPRINT CE SITE ENGINEERING NOT CE - EN 2Ui3-002 B SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN, AND OBTAIN REQUIRED APPROVALS WHILE 2, GR-1089 CORE, ELECTROMAGNETIC COMPA'IBILITY AND ELEG RICAL SAFETY -GENERIC L SPRINT EN.,INEERI NG LETTER - -05D4 THE WORK IS BEING PERFORMED. CRITERIA FOR NETWORK TELECOMMUNICATIONS EQUIFME,N T. M SPRINT ENGINEERING LETTER - EL 0568 C- MANAGE AND CONDUCT ALL FIELD CONSTRUCT,ON SERVICE RELATED ACTIVITIES 3. NATIONAL FIRE PROTECTION ASSOCIAT'ONI CODES AND STANDARDS (NFPA) INICL.UDING N. SPRINT TECHNICAL SPECIFICATION - TS-0"93 D. PROVIDE CONS7R'JC11QN ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS, NFPA 70 (NATIONAL E_EC-RICA_ CODE - NEC') AND NFPA 101 (LIFE SAFETY CODE)- 1.'5 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS: INCLUDING BUT NOT LIMITED TO THE FO.LOWING 4 AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTIR, PERFORM ANY REQ',n REC SITE EN V!RONM EN TAL MITGA LION. 5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE] A. CON TRACTOR WILL IIT:ILIZE ITS BEST �FFCR?S TO WORK WTH SPR N' EL�C RUNIC PREPARE ,GROUND SITES; PROVIDE DE-GRJ9BING; AND ROUGH AND FINAL GRADING, AND PRO.,ECT MANAGEMENT SYSTEMS. CONTRACTOR UNDIRS_AE'� IHAT S-FF IEA' NTERNET 5. AMERICAN CONCRETE INSTITUTE (ACT) ACCESS, EQUIVALENT -0 'BROAD6AND" OR BETTER, 'S RFOOIRED -0 TIMELY AND COMPOUND SURFACE TREATMENTS. 3. MANAGE AND CONDUCT ALL AC'.VITIES FOR INSALLA110N OF .1TILTES INCLUDING ELECTRICA'_ 7. AMERICAN WIRE PRODUCERS ASSOCIATION (AWPA) EFFECTIVELY UTIL',ZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES AND TELCO BACKHAJL. B. CONCRETE RFWFDRCING STEEL INSTITUTE (CRSR TO MAINTAIN APPROPRIATE CONNECT'ONS FOR CONTRACTOR'S S-A-F AND OFF THAT 4. INSTA:_L UNDERGROUND FACILITIES INCLUD'NIG UNDERGROUND POWER AND COMMUNICATIONS 9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND 7�RANSPOR_AT•,ON OFFICALS (AASHTC) ARE COMPATIBLE WITH SPR.NT DATA AND DOCUMENT T. NANIAGEMEN T S"S'EMS CONDUITS, AND UNDERGROUND GROUNDING SYSTEM. 10. PORTLAND CEMENT ASSOCIATION (PCA) 5. INSTALL ABOVE GROUND GROUNDING SYSTEMS_ il. NAT FART 2 - PRODUCTS (NOT CSED TONAL CONCRETE MASONRY ASSOCIATION (NCMA) ) 6. PROVIDE NEW HVAC ;NSTALLATIONS AND MODIFICATIONS 12. BRICK INDUSTRY ASSOCIATION ',B(A) PART 3 - EXECUTION 7, INSTALL "H-FRAMES". CABINETS AND SHELTERS AS INDICATED. 13. AMERICAN WELDING SOCIETY (AWS) 31 TEMPORARY _'_TIES AND FACLTES_ THE CONTRACTOR STALL BE RESPONSIBLE FOR ALL 8. INSTALL ROADS, ACCESS WAYS, C'JRBS AND DRAINS CI I TITS. LD S� T TEMPORARY UT''LITIES AND FACILITIES NECESSARY EXCEPT AS C IERWISE INDICATED IN -HE 9. PROVIDE AN REQUIRED MODIFICATION OF EXISTING FACILITIES. 14. NA?ZONAL ROOFING CONTRACTORS ASSOCIATION �NRCA} - lD. PROVIDE ANTENNA SUPPORT STRUCTURE FOUNDATIONS. 15. SHEET METAL AND AIR CONDGIONING CONTRACTORS' NATIONAL ASSOCIATION ISMACNA) CONSTRUCTION DOCUMENTS. TEMPORARY 'UTILITIES AND ACIT-ES INCLUDE POTABLE WATER, 11. PROVIDE SLABS AND EQUIPMENT PLATFORMS. 16. DOOR AND HARDWARE INSTITUTE (DHI) HEAT, HVAD, ELECTRICITY, SANITARY FACUTIES, WASTE DISPOSAL FACILITIES, AND 12. INSTAL_ COMPOUND FENCING SIGHT SHIELDING, LANDSCAPING AND ACCESS BARRIERS. 17. OCCUPAI".ONAL SAFETY ANC HEALTH ACT (OSP�A) TELEPHGNE/COMMUNICATION SERVICES. PROVIDE TEMPORAR" UTILITIES AND FAC'LI"IES IN 13. PERFORM INSPECTION AND NATERIA_ TESTING AS REQ:iIRED HEREINAF_ER. 18. APPLICABLE BUILDING CODE` INCLUDING UNIFORM BUI_DIN" CUBE. SOUTHERN BUILDING ACCORDANCE WITH OSHA AND THE ATTHOR TI HAVING „_R:S ICTICNI. CONTRACTOR MAY 14, CONDUCT SITE RESISTANCE TO EARTH 'STING AS REQUIRED HFRENATER CODE, BOLA, AND THE INTERNATIONAL BUILDING CODE. UTILIZE THE COMPANY ELECTRICAL SERVICE IN -^E COMPLETION 0' THE WORK WHEN "5 INSTALL F',XED GENERATOR SETS AND OTHER STANDRY POWER SOLUTONS. BECOMES AVAILABLE JSE OF THE LESSORS OR SITE OWNER'S JTII_ITAES OR FACILITIES IS 16. NSTALL TOWERS, ANTENNA SUPPORT STRUCTURES AND RLATFORVS ON EXISTING TOWERS AS 1.5 DEEINI'IONS: EXPRESSLY FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS. REQUIRED. . WORK THE SCM OF TASKS AND RESPONSfBILI TIES IOENTIFiEC IN THE CONTRACT 17 R - INSTALL CELL STE RADIOS, MICROWAVE CPS, COAXIAL MAINLINE, ANTENNAS, CROSS BAND A . 32 ACCESS TO WORK: THE CONTRAC-OR SHALL PROVIDE ACCESS TO THE JOB SI-E FOR COUPLERS, TOWER TOP AMPLIFIERS, LOW NOISE AMPLIFIERS AND RENTED EQUIPMENT DO KMEN-S AUTHORIZED COMPANY PERSONNEL AND AUTHORED REPRESENTATIVES OF THE 18. PERFORM, DOCUMENT, AND CLOSE OJT ANY CONSTR,TCTION CONTROL DOCUMENTS THAT MAY BE B. COM°ANY: S-RiNT CORPORATION REQUIRED BY GOVERNMENT AGENCIES AND LANDLORDS. ENGINEER: SYNONYMOUS WITH ARCHITECT & EN GINEFR AND "A&E THE DESIGN ARCHITECT/ENGINEER DURING ALL PtiASES OF THE WORK 19 PERFORM ANTENNAL AND COAX SWEEP TESTING AND MAKE ANY AND ALL NECESSARY PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJEC-. 3.3 TESTING: REQUIREMENTS FOR TESTING 8Y THIS CONTRACTOR S-A-L BE AS INDICATED CORR'ICTONS- D. CONTRACTOR: CONSTRUCTION CONTRACTOR; CONSTRUCTION VENDOR; INDIVIDUAL OR =REVVITH ON THE CONSTRUC ION DRAWINGS AND IN THE TNDIVI.DUA_ SECT.ONS OF THESE 20. REMAIN ON Sl E MOBILIZED THROUGHOUT HAND-OFF AND INTEGRATION TO ASSST AS NEEDED ENTITY WHO AFTER EXECUTION OF A CONTRACT IS BC'JND TO ACCOMPLISH THE WORK_ SPECIFCAT+ONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY --'RD-PARTY T O CONDUCT UNTIL S P .TE IS DEEMED SOBS`ANTIAL,Y COMPLETE AND P'_ACEO "ON AIR." THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY ADDIT'.ONAL TESTING, TIE CON-RACTOR SHALL COOPERATE WITH ADD PROVIDE A WORK AREA 3-2 THE COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPL.S- FOR COMPANY'S TEST AGENCY. GENERAL REQJIREME NTS FOP CIVIL CONSTRUCTION- SPECIFI.0 TASKS RELATED TO BUT NOT INCLUDED IN THE WORK. 3.A DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WI_ FIELD DIMEENSONS BEFORE A CON-RACTOR SHALL KEEP TSE S'TE FREE 'ROM ACCCMJ"ATING WASTE MATERIAL, DEBRIS, AND CHECKED BY .,VV/TEJ F OFCI; OWNER FURNISHED, CONTRACTOR INS-AL-ED EQJIPMENT. FABRICATION OR ORDERING OF MATCRIALS. DO NOT SCALE DRAWINGS. TRASH. AT THE COMPLETIONI OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE A•_L G. CONSTRUCTION MANAGER - ALL PROJECTS RELATED COMMUNICATION TO FLOW THROUGH REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACI SITES, AND SURPLUS MATERIALS. 3.5 EXISTING CONDITIONS. NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS APPROVED BY: JMM/TEJ SPRINT RtPRESEN TATIVE IN C`FARGE OF PROJECT-_ B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF PETER'IS. .6 SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMIGAR'.ZING HIMSELF WITH DIFFERING FROM THOSE '-..NDWTHO ON MFR DRAWINGS. DO ',OF FROM T OR AL-ER STRUCTURAL COMPONEN`S WITHOUT PRIOR WRITTEN APPROVA'_ FROM THE ARCN'.TECT AND C. CONTRACTOR SHAD TAKE ALE REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE ANY HAZARDOUS ALL CONTRACT DOCUMENTS, MELD CORI'D!TONS AND DIMENSIONS PRIOR TO PROCEEDING WITH ENGINEER. CONDITION. SUBMITTALS CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT i. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HAS NOT BEEN REV DATE DESCRIPTION I BY CONSTRUCTION MANAGER PRIOR To THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE SECTION 01 200 - COMPANY FURNISHED MATERIAL, AND EQUIPMENT ABATED OR OTHERW'SE MITIGATED, CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OR FIELD CONDITIONS. STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. T'HE WORK IN THE T PART 1 - GENERAL AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTFICA.ION BY COMPANY A 1.7 POINT 0. CONTACT. COMMUNICATION BETWEEN SPRINT AND THE CONTRACTOR SHALL FLOW - THROUGH THE SINGLE SPRINT CONSTRUCTION MANAGER APPOWTED TO MANAGE THE PROJECT THE WORK: THESE STANDARD CONS-R,CTION SPECIFICATIONS IN CONJUNCTON WITH THE OTHER 2. CONTRACTOR AGREES TO USE CARE WHILE ON THE SITE AND SHALL NOT TAKE ANY ACTION THAT FOR SPRINT. CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN BY THE CONTRACTOR. THE ENVIRONMENT, OR TO FiJRTHER EXPOSE INDIVIDUALS TO THE HAZARD. 1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, 12 RELATED DOCUMENTS: D. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS SHOULD AREAS OUTSIDE i O5/04/15 ISSUED FOR CONSTRUCTION IBLR AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN TH6 SPECIFICATION. THE PROJECT LIMITS BE AFFECTED BY CONTRACTOR'S ACTVDIES, CONTRACTOR SHALL IMMEDIATELY 0 04/24/15 ISSIED FOR REVIEW BLV SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE RETURN THEM To ORIGINAL CONDITION AT ALL TIMES DURING PERFORMANCE OF THE WORK, B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE NCLUDED IN AND MADE A PART OF THESE SPECIFICATIONS HEREWITH. E. CONDUCT TESTING AS REQUIRED HEREIN. SIZE NUMBER: ;.9 DRAWINGS SPECIFICATIONS AND LDETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION PAR' 2 - PRODUCTS (NOT USED) 3.3 DELIVERABLES: RS25XCO84 CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE STANDARD CONSTRUCTION PART 3 - EXECUTION A. CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA, SITE NAME: SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSiTE FROM MOBILIZATION THROUGH SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER 31 RECEIPT OF MATERIAL AND EQUIPMENT; ATC CONSTRUCTION COMPILE IION. B. PROVIDE DOCUMENTATION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING. DOCUMENTATION A. THE JOBSITE DRAWINGS, SPECOCATIONS AND DETAILS SHALL BE CLEARLY MARKED DAI'_Y A. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON' FIT, RF DATA SLFET IN THE SHALL BE FORWARDED IN ORIGINAL FORMAT AND/OR UPLOADED INTO SMS. NORTHAMPTON IN RED PENCIL WITH ANY CHANGES IN CONSTIRv CTION OVER WHAT :5 DEP CTEV IN THE CONSTRUCTION DOCUMENTS. 1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS. DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE B. THE CONTRACTOR 15 RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON 2. PROJECT PROGRESS REPORTS. SITE ADDRESS: DELIVERED TO THE COMPANY OR COMPANY'S DESIGNATED REPRESENTATIVE TO BE RECEIPT SHALT: 3_ CIVIL CONSTRUCTION START DATE (POPULATE FIELD 1N SMS AND/DR FORWARD NOTIFICATION). 123 HAYDENVILLE ROAD FORWARDED TO THE COMPANY'S A&E VENDOR FOR PRODUCTION OF "AS-BUILT" DRAWINGS. 1. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT_ 4- ELECTRICAL SERVICE COMPLETION DATE (POPULATE FIELD IN SMS AND/OR FORWARD LEEDS, MA 01053 B. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO 2. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES. NOTIFICATION). SLIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS 3. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED IN 5. LINES AND ANTENNA INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD AGREEMENT. SHEEI TmE PART OF THE WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF NOTInCATION). 4. RECORD ANY DEFECTS OR DAMAGES AND WITHIN 'WENT"-FOUR HOURS A , ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK. AFTER RECEIPT 6. POWER INSTALL DATE POPULATE FIELD IN SMS AND/OR FORWARD NCTFICATQN`. REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH (POPULATE � C BETWEEN E SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACING 7 TELCO READY DATE POPULATE FIELD IN SMS AND/QR FORWARD NOTIFICATION. OUTLINE 5. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING. ( BETWEEN EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE ANY QUESTIONS B. PPC OR SHELTER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION . SPECIFICATIONS T IONS 6. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING ( ) / ) E'�I, REGARDING THE CONTRACT DOCUMENTS, EXISP.NG CONDITIONS AND/OR DESIGN INTENT, AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TC SI' 9, TOWER CONSTRJCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD THE CONTRACTOR SHALL BE RESPONSIBLE FOR OR-AWING A CLARIFICATION FROM THE 3.2 DELIVERABLES: NOTIFICATION)_ SPRINT CONSTRUCTION MANAGLR PRIOR TO PROCEEDING WITH THE WORK. 1o. TOWER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORWARD 1.'0 :TSE OF JOB SITE. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION AND RELATED A. COMP'_ETE SHIPPING AND RECEIPT DOCUMENTATON IN ACCORDANCE WITH COMPANY PRACTICE. NOTIFICATION). SHEET eFI OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, B. IF APPtCABLE COMPLETE LOST/STOLEN/DAMAGED DOCUMENTATION REPORT AS NECESSARY IN 11. B7S AND RADIO EQUIPMENT DELIVERED AT SITE DATE (POPULATE FIELD IN SMS AND/OR TEMPORARY FACIUTIES, AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE ACCORDANCE WITF COMPANY PRACICE, AND AS DIRECTED BY COMPANY, FORWARD NOTIFICATION). PERMITTED BY THE CONTRACT DOCUMENTS. C. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD 12, NETWORK OPERATIONS HANDOFF CHECKLIST (HOC WALK) COMPLETE (UPLOAD FORM 1N SMS) s COPY DOCUMENTATION AS REQUESTED. 13. CIVIL CONSTRUCTION COMPLETE DATE (POPULATE FIELD AN SMS AND/OR FORWARD NOTIFICATION)_ CONTINUE SHEET SP-2 T4. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. PROJECT: CO-LOCATION MONOPOLE Sprint SITE NAME: ATC NORTHAMPTON RNAIIONAr bLVC SJI EH00 41AHWAN.NJ 0]49, rEL 8W)357-7641 SITE CASCADE: BS25XCO84 • PraTerra Sprint MARKET: BOSTON DESIGN GROUP, LLC 4 Bny Road Buiid;ng A, Sine 200 P 143)}j0-49!B Hatlley,MA Otp35 ATC SITE NAME: NORTHAMPTON ATC SITE NUMBER: MA5025 SITE ADDRESS: 123 HAYDENVILLE ROAD LEEDS, MA 01053 SITE TYPE: 190' MONOPOLE SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX I ! I PROPERTY OWNER: SPRwT EQUIPMEN REQUIRED To SUPPORT OO—LOCATION of AN SHEET N0: SHEET TITLE REVi CHK BY SMITH VOCATIONAL AND EkSIT1NG MONOPOLE WRELESS COMVL)N,CAT10NS FACIL;TY, INCLUDING T_r. TILE SHEET T IJMM/TEJI BLM A.GRICu LTI,RA_ HIGH SCHOOL 'NS SAL LA110N OR 80 LOCUST STREET NORTHAMPTON, MA 01060 GROUND-LEVEL EQ'., VENT, CCNSS71NG OF: SP-1 I OUTLINE SPECFICATIONS JVM/TE BLM 4 {T) 9927 `+I3H CA ALIT! RADIO CABINET — 1-- F- TOWER OWNER: �� � ) Bau AsNET S1-2 1 0,7LINE SPECIFICATIONS I JMM/TEJI BLM i Y (IT FIBER D STRIBUTICN BOX SP-3 I CU pUTLINE SPECIFICATIONS M,MJTEJTBLId AMERICAN TOWER CORPORATION SX 16 HuNTNGTON AVENUE �y�p �'` TE' (�) PPC ARINET 1"H FLOOR CONCRETE EQ,PMENT PAD A-1 CCVPPLED PLOT PLAN -11111 EJ BLM BDS70N, VA D2116 A-2 COMPOUND PLAN & ELEVATION t JMM/TEJ' BLM TOWER-TOP EQU;PMEN", INCLOD!NG INSTALLATION 0❑ PANS ANTENNAS LATITUDE (NAD83 ' (6) NV REMOTE TEARS (BRIT) D-1 EQUIPMENT DETAILS 1 JMM M�TEJ� BLM FAA 1—A SURVEY CERTIFICATION y (3) HYBRO TRUNK ABLES FOR NV 800/1900 MHz (AN, ASSOCIATED D-2 EQUIPMENT DETAILS IJMM/TEJ- sLM 42' 21 24.9" N �o DC POWER COAXIAL „ABLE JUMPERS AND ANTENNA REMOTE - -� - 42.3569'7° ,ate ELECTRICAL TL (RE') CABLE) - S-1 STRUCTURAL DETAILS 1 JMM/TEJI BLM / T � CHECKED BY: JMM TEJ �FN ELECTRICAL cROUDNG DETAILS MM/ I BLONGITUDE (NAD83): Sr APPROVtP,By I JMM/TEJ FAA 1—A SURVEY CERTIFICATION �v E-2 ELE�IRICAL & GROUNDING oETA,LS JMM/TEJ aLM 72. 41' 09.5' w SUBMITTALS -72.685972' 4q REV DATE DESCRIPTION 8Y COUNTY: �! HAMPS!fRE N I ZONING JURISDICTION: BRIDG RD. — CITY of NORTHAMPTON LOCATION MAP GOGGLE EARTH CONFIRMATION GENERAL NOTES APPROVALS 1 05/04/15 D 04/24/1W A!M ZONING DISTRICT: ? THIS iS AN UNMANNED TELECOMMUNICATION FAD,ITY AND NOT FOR RR - RURAL RESDENTAL HUMAN HABITATION THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND : - ADA COMPLIANCE OCT ,REQUIRED. AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED SITE NUMBER: POTABLE WATER OR SANITAR1 SERVICE IS NOT REQUIRED. HEREIN.ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING POWER COMPANY: DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. BS25XCO84 - NO OUTDOOR ST02AGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. EVERSOURCE ENERGY 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE NAME: CONDITIONS ON JOB S-E. CONTRACTOR SHALL IMMEDIATEL" NOTIFY THE ATC SPRINT MARKET MANAGER: ARCHITECT/ENGINEER N VVRIT,NG of ANY DISCREPANCES BEFORE NORTHAMPTON PROCEEDING WITH T"E WORK FAILURE TO NOTIFY THE PETER GI 08 ARCHITECT'ENGINEER PLACE THE RESPONSBILITY ON THE CONTRACTOR SPRINT: DATE: SITE ADDRESS: PHONE: 508 nt co 74 TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE- 123 HAYDENVILLE ROAD Pee G'ord�s�rint eom 3_ NEW CONSTRUCTION WILL CONTORM TO ALL APPLICARLE CODES AND LEEDS, MA 0'053 ORDINANCES. CONSTRUCTION SPRINT CONSTRUCTION MANAGER: BUILDING CODE: MASSACHUSETTS STA IL BOLDING CODE 780 CMR - 8TH MANAGER: DATE: ED!T!ON war m PETER c;ULBER7 ELECTRICAL CODE 2014 NATIONAL ELECTRICAL CODE WITH PHONE: 603-203-6446 MASSACHUSETTS AMENDMENTS 527 CMR 12.DO LEASING/ Peter Culbert @sorir, STRUCTURAL CODE- TA/E;A-222-G STRUCTURAL STANDARDS FOR SITE ACQUISITION: DATE: TITLE SHEET ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. EQUIPMENT SUPPLIER:_ ALCATEL-LUCENT RF ENGINEER: DATE: 600 MOUNTAIN AVENUE D, v+err uuua�e MURRAY HILL, NJ 07974 S LANDLORD/ Know what's belOW. TOWER OWNER: DATE: T— Call before you dig. — www.ccll8 i i.com Site Number: 371771 Site Name: Northampton MA Job Number: 61991522 Engineer: KTK Date: 4/28/2015 Base Plate and Bolt Analysis Moment: 3417.2 k-ft Shear/Leg: 25.8 k Compression/Leg: 88.8 k TIA-222 Code Revision(F/G): G Anchor Bolts Anchor Bolt Arrangement: Corners Anchor Bolt Yield Strength: 75 ksi Monopole Shaft Diameter(Across Flats): 57.7 in Anchor Bolt Ultimate Strength: 100 ksi Lower Monopole Thickness: 0.500 in Anchor Bolt Diameter: 2.25 in #of Sides of Pole: 18 Anchor Bolt Circle: 64.50 in Monopole Shaft Yield Strength: 65 ksi #of Anchor Bolts: 24 Baseplate Diameter/Length: 67.25 Minimum Anchor Bolt Separation: 6.00 in Base Plate Thickness: 3.00 in Additional Anchor Bolts Installed: N Base Plate Yield Strength: 60 ksi Baseplate Detail Type: D Include Plate Thickness Beyond Bolt Circle: Y Stress Increase: 1.00 Fillet Weld Size: 0.375 in Weld Type(CJP or F/F): CJP Weld Strength: 70 ksi Baseplate Flexural Capacity Baseplate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width(in) (k-in) (in') (k-in) (k) (in`) (k) AA 33.08 985.8 74.4 4019.4 0.25 429.3 99.2 3215.5 0.13 AB 47.14 1817.7 106.1 5727.1 0.32 626.0 141.4 4581.7 0.14 BA 34.93 1176.7 78.6 4243.5 0.28 429.3 104.8 3394.8 0.13 BB 51.66 2054.4 116.2 6276.6 0.33 626.0 155.0 5021.3 0.12 Anchor Bolt Capacity Area of Bolt: 3.25 in Inertia of Bolt: 0.84 in' Total Bolt Inertia: 40553.7 in Maximum Bolt Tension: 102.2 k Maximum Bolt Compression: 109.6 k Bolt Shear: 1.1 k Tensile Bolt Capacity: 259.8 k Compressive Bolt Capacity: 259.8 k Shear Bolt Capacity: 140.3 k Interaction Equation: 0.43 Result: OK Base Weld Capacity Force/Weld: 12.6 k/in Weld Capacity: 35.0 k/in Interaction Equation: 0.36 Result: OK SES Base Plate Design Moment: 375.4 k-in Design Stress: 22.1 ksi SES Base Plate Allowable Stress/Moment Capacity: 916.9 ksi/k-in Usage: 0.41 Moment Factor: 5.47 Length Factor: 6.85 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : 11 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 20 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. All rights reserved. Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip-ft) (kip) (kip) (kip-ft) (kip) (kip) Design% 7,440.83 77.71 49.50 3,417.24 88.79 25.83 45.93 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len(in) (kip-in) (kip-in) Ratio 60.0 3.000 67.250 Clipped 0 16.00 52.224 2054.46 6345.21 0.32 Anchor Bolts Start — Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia(in) (ksi) (ksi) Arrange Dist(in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 64.50 24 2.25"A615 2.25 75.00 100.00 Clustered 6.00 45.0 109.66 260.00 0.43 102.26 260.00 0.40 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 19 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. All rights reserved. Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+1.6W 25.83 0.00 58.23 0.00 0.00 3417.24 148.00 0.50 0.913+1.6W 25.81 0.00 43.67 0.00 0.00 3373.08 148.00 0.49 1.2D+1.013i+1.OW i 4.87 0.00 88.79 0.00 0.00 652.74 148.00 0.11 1.01D+1.OW 5.81 0.00 48.55 0.00 0.00 763.10 148.00 0.12 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 18 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) 0 2007-2015byATCIPLLC. All rights reserved. Load Case: 1.OD+1.OW 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -48.55 -5.81 0.00 -763.10 0.00 763.10 6,460.36 3,230.18 15,157.5 7,590.03 0.00 0.00 0.108 5.00 -46.88 -5.73 0.00 -734.06 0.00 734.06 6,370.53 3,185.26 14,649.9 7,335.87 0.02 -0.03 0.107 10.00 -45.23 -5.64 0.00 -705.43 0.00 705.43 6,279.19 3,139.60 14,147.4 7,084.22 0.06 -0.06 0.107 15.00 -43.62 -5.56 0.00 -677.21 0.00 677.21 6,186.36 3,093.18 13,650.0 6,835.17 0.14 -0.09 0.106 20.00 -42.04 -5.48 0.00 -649.40 0.00 649.40 6,092.03 3,046.01 13,158.1 6,588.83 0.24 -0.12 0.105 25.00 -40.49 -5.40 0.00 -621.98 0.00 621.98 5,996.19 2,998.10 12,671.7 6,345.31 0.38 -0.15 0.105 30.00 -38.97 -5.33 0.00 -594.96 0.00 594.96 5,898.86 2,949.43 12,191.2 6,104.71 0.56 -0.18 0.104 35.00 -37.48 -5.24 0.00 -568.33 0.00 568.33 5,800.03 2,900.01 11,716.8 5,867.13 0.76 -0.21 0.103 40.00 -36.02 -5.16 0.00 -542.11 0.00 542.11 5,676.98 2,838.49 11,203.8 5,610.22 1.00 -0.25 0.103 45.00 -34.59 -5.07 0.00 -516.30 0.00 516.30 5,544.34 2,772.17 10,683.7 5,349.81 1.28 -0.28 0.103 46.25 -34.23 -5.05 0.00 -509.97 0.00 509.97 5,511.18 2,755.59 10,555.6 5,285.68 1.35 -0.29 0.103 50.00 -32.23 -4.98 0.00 -491.03 0.00 491.03 5,411.70 2,705.85 10,176.0 5,095.59 1.59 -0.31 0.102 53.00 -30.65 -4.92 0.00 -476.10 0.00 476.10 5,450.02 2,725.01 10,321.4 5,168.39 1.79 -0.33 0.098 55.00 -30.09 -4.88 0.00 -466.27 0.00 466.27 5,396.96 2,698.48 10,120.4 5,067.72 1.93 -0.35 0.098 60.00 -28.73 -4.79 0.00 -441.86 0.00 441.86 5,264.32 2,632.16 9,626.44 4,820.38 2.32 -0.38 0.097 65.00 -27.39 -4.69 0.00 -417.91 0.00 417.91 5,131.68 2,565.84 9,144.84 4,579.22 2.74 -0.42 0.097 70.00 -26.09 -4.60 0.00 -394.45 0.00 394.45 4,999.04 2,499.52 8,675.60 4,344.25 3.19 -0.45 0.096 75.00 -24.82 -4.50 0.00 -371.47 0.00 371.47 4,866.40 2,433.20 8,218.71 4,115.47 3.68 -0.49 0.095 80.00 -23.57 -4.40 0.00 -348.98 0.00 348.98 4,733.76 2,366.88 7,774.19 3,892.87 4.21 -0.52 0.095 85.00 -22.36 -4.31 0.00 -326.97 0.00 326.97 4,601.12 2,300.56 7,342.03 3,676.47 4.78 -0.56 0.094 90.00 -21.18 -4.21 0.00 -305.44 0.00 305.44 4,468.48 2,234.24 6,922.22 3,466.26 5.39 -0.60 0.093 94.50 -20.14 -4.12 0.00 -286.51 0.00 286.51 4,349.11 2,174.55 6,554.96 3,282.35 5.97 -0.63 0.092 95.00 -19.94 -4.11 0.00 -284.45 0.00 284.45 4,335.84 2,167.92 6,514.78 3,262.23 6.04 -0.64 0.092 99.75 -18.04 -4.00 0.00 -264.93 0.00 264.93 3,780.32 1,890.16 5,669.08 2,838.75 6.69 -0.67 0.098 100.00 -17.98 -4.00 0.00 -263.93 0.00 263.93 3,774.52 1,887.26 5,651.59 2,829.99 6.73 -0.68 0.098 105.00 -16.99 -3.91 0.00 -243.91 0.00 243.91 3,658.46 1,829.23 5,307.39 2,657.64 7.46 -0.72 0.096 110.00 -16.02 -3.81 0.00 -224.38 0.00 224.38 3,542.40 1,771.20 4,974.00 2,490.70 8.23 -0.76 0.095 115.00 -15.08 -3.72 0.00 -205.33 0.00 205.33 3,426.34 1,713.17 4,651.43 2,329.17 9.06 -0.80 0.093 120.00 -14.16 -3.62 0.00 -186.74 0.00 186.74 3,310.28 1,655.14 4,339.68 2,173.06 9.92 -0.85 0.090 125.00 -13.28 -3.53 0.00 -168.63 0.00 168.63 3,194.22 1,597.11 4,038.74 2,022.37 10.83 -0.89 0.088 130.00 -12.41 -3.44 0.00 -150.98 0.00 150.98 3,078.16 1,539.08 3,748.61 1,877.09 11.79 -0.94 0.084 135.00 -11.58 -3.35 0.00 -133.78 0.00 133.78 2,962.10 1,481.05 3,469.30 1,737.23 12.79 -0.98 0.081 140.00 -10.77 -3.26 0.00 -117.04 0.00 117.04 2,846.04 1,423.02 3,200.80 1,602.78 13.84 -1.02 0.077 144.00 -10.14 -3.19 0.00 -104.00 0.00 104.00 2,753.19 1,376.60 2,993.79 1,499.12 14.71 -1.06 0.073 145.00 -9.92 -3.17 0.00 -100.81 0.00 100.81 2,729.98 1,364.99 2,943.12 1,473.75 14.93 -1.06 0.072 148.00 -9.24 -3.11 0.00 -91.30 0.00 91.30 1,529.33 764.67 1,661.09 831.78 15.61 -1.09 0.116 150.00 -9.04 -3.09 0.00 -85.07 0.00 85.07 1,510.28 755.14 1,612.25 807.32 16.07 -1.11 0.111 155.00 -8.55 -3.01 0.00 -69.64 0.00 69.64 1,461.58 730.79 1,492.19 747.20 17.26 -1.17 0.099 160.00 -8.08 -2.93 0.00 -54.60 0.00 54.60 1,401.56 700.78 1,365.61 683.82 18.52 -1.23 0.086 165.00 -7.63 -2.86 0.00 -39.93 0.00 39.93 1,335.24 667.62 1,238.79 620.32 19.83 -1.28 0.070 166.00 -5.73 -2.08 0.00 -37.07 0.00 37.07 1,321.98 660.99 1,214.17 607.99 20.10 -1.29 0.065 170.00 -5.40 -2.02 0.00 -28.74 0.00 28.74 1,268.92 634.46 1,118.15 559.91 21.19 -1.32 0.056 175.00 -5.00 -1.95 0.00 -18.62 0.00 18.62 1,202.60 601.30 1,003.69 502.59 22.59 -1.35 0.041 180.00 -3.06 -1.45 0.00 -8.85 0.00 8.85 1,136.28 568.14 895.41 448.37 24.02 -1.37 0.022 185.00 -2.74 -1.39 0.00 -1.58 0.00 1.58 1,069.96 534.98 793.31 397.24 25.46 -1.39 0.007 186.00 -0.22 -0.05 0.00 -0.20 0.00 0.20 1,056.70 528.35 773.63 387.39 25.76 -1.39 0.001 189.00 0.00 -0.05 0.00 -0.05 0.00 0.05 1,016.90 508.45 716.08 358.57 26.63 -1.39 0.000 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 17 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) 0 2007-2015byATCIPLLC. 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Load Case: 1.013+1.OW 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 105.84 1,670.27 0.00 0.00 10.00 103.75 1,639.89 0.00 0.00 15.00 101.67 1,609.52 0.00 0.00 20.00 99.58 1,579.14 0.00 0.00 25.00 97.50 1,548.77 0.00 0.00 30.00 95.49 1,518.39 0.00 0.00 35.00 97.61 1,488.02 0.00 0.00 40.00 99.14 1,457.64 0.00 0.00 45.00 100.19 1,427.27 0.00 0.00 46.25 24.87 352.07 0.00 0.00 50.00 77.01 2,003.09 0.00 0.00 53.00 61.65 1,577.87 0.00 0.00 55.00 41.04 553.76 0.00 0.00 60.00 103.40 1,363.14 0.00 0.00 65.00 103.19 1,332.77 0.00 0.00 70.00 102.74 1,302.39 0.00 0.00 75.00 102.07 1,272.02 0.00 0.00 80.00 101.21 1,241.64 0.00 0.00 85.00 100.16 1,211.27 0.00 0.00 90.00 98.96 1,180.89 0.00 0.00 94.50 87.83 1,036.83 0.00 0.00 95.00 9.85 202.91 0.00 0.00 99.75 93.47 1,899.27 0.00 0.00 100.0 4.85 50.37 0.00 0.00 105.0 96.78 993.49 0.00 0.00 110.0 95.05 966.91 0.00 0.00 115.0 93.20 940.34 0.00 0.00 120.0 91.23 913.76 0.00 0.00 125.0 89.17 887.18 0.00 0.00 130.0 87.00 860.60 0.00 0.00 135.0 84.73 834.02 0.00 0.00 140.0 82.37 807.45 0.00 0.00 144.0 64.08 626.82 0.00 0.00 145.0 16.02 227.66 0.00 0.00 148.0 47.54 672.94 0.00 0.00 150.0 31.15 198.71 0.00 0.00 155.0 76.28 486.14 0.00 0.00 160.0 73.60 470.96 0.00 0.00 165.0 70.86 455.77 0.00 0.00 166.0 732.61 1,910.93 0.00 0.00 170.0 54.16 331.89 0.00 0.00 175.0 65.15 401.19 0.00 0.00 180.0 453.25 1,948.53 0.00 0.00 185.0 59.17 319.22 0.00 0.00 186.0 1,275.82 2,559.72 0.00 0.00 189.0 45.08 217.46 0.00 45.94 Totals: 5,797.35 48,550.88 0.00 45.94 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4128/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 16 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) 0 2007-2015byATCIPLLC. 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Load Case: 1.OD+1.OW 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description Oty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 166.0 Round Sector Frame 3 10.000 11.000 0.75 0.75 24.30 0.000 0.000 267.31 0.00 0.00 900.00 166.0 80OMHz RRH w/Type 1 3 10.000 11.000 0.67 0.80 2.96 0.000 0.000 32.55 0.00 0.00 192.00 166.0 Alcatel-Lucent 1900 3 10.000 11.000 0.67 0.80 3.73 0.000 0.000 41.04 0.00 0.00 180.00 166.0 Alcatel TD-RRH8x20-2 3 10.000 11.000 0.67 0.80 6.51 0.000 0.000 71.64 0.00 0.00 210.00 166.0 RFS APXVTM14-ALU- 3 10.000 11.000 0.78 0.80 11.87 0.000 0.000 130.56 0.00 0.00 168.60 166.0 RFS APXVSPP18-C- 3 10.000 11.000 0.83 0.80 15.98 0.000 0.000 175.74 0.00 0.00 171.00 180.0 Andrew ATM200-A20 6 10.234 11.258 0.50 0.80 0.29 0.000 0.000 3.24 0.00 0.00 3.00 180.0 Andrew HBX-6516DS- 6 10.234 11.258 0.80 0.80 12.75 0.000 0.000 143.52 0.00 0.00 59.52 180.0 Round Low Profile PI 1 10.234 11.258 1.00 1.00 21.70 0.000 0.000 244.29 0.00 0.00 1,500.00 186.0 Ericsson RRUS-11 6 10.331 11.364 0.67 0.80 12.19 0.000 0.000 138.51 0.00 0.00 330.00 186.0 Andrew SBNH- 9 10.331 11.364 0.84 0.80 69.25 0.000 0.000 786.93 0.00 0.00 515.70 186.0 Flat Low Profile Pla 1 10.331 11.364 1.00 1.00 26.10 0.000 0.000 296.59 0.00 0.00 1,500.00 186.0 Powerwave TT08- 6 10.331 11.364 0.50 0.80 2.21 0.000 0.000 25.09 0.00 0.00 132.00 186.0 Raycap DC6-48-60-18- 1 10.331 11.364 1.00 0.80 1.52 0.000 0.000 17.27 0.00 0.00 20.00 190.0 Liqhtninq Rod 1 10.440 11.484 1.00 1.00 1.00 0.000 3.000 11.48 0.00 45.94 75.00 2,385.76 5,956.82 Pole : 371771 Code: ANSUTIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 15 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) (9 200 7-20 15byATCIPLLC. 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Load Case: 1.01)+1.OW 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.70 6.129 6.742 244.88 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 240.10 0.650 0.000 5.00 24.153 15.70 105.8 0.0 1,527.9 10.00 1.00 0.70 6.129 6.742 235.33 0.650 0.000 5.00 23.677 15.39 103.8 0.0 1,497.5 15.00 1.00 0.70 6.129 6.742 230.55 0.650 0.000 5.00 23.201 15.08 101.7 0.0 1,467.1 20.00 1.00 0.70 6.129 6.742 225.77 0.650 0.000 5.00 22.725 14.77 99.6 0.0 1,436.7 25.00 1.00 0.70 6.129 6.742 220.99 0.650 0.000 5.00 22.249 14.46 97.5 0.0 1,406.4 30.00 1.00 0.70 6.134 6.747 216.30 0.650 0.000 5.00 21.773 14.15 95.5 0.0 1,376.0 35.00 1.00 0.73 6.410 7.051 216.23 0.650 0.000 5.00 21.298 13.84 97.6 0.0 1,345.6 40.00 1.00 0.76 6.659 7.325 215.41 0.650 0.000 5.00 20.822 13.53 99.1 0.0 1,315.2 45.00 1.00 0.78 6.887 7.576 214.00 0.650 0.000 5.00 20.346 13.22 100.2 0.0 1,284.9 46.25 Bot-Section 2 1.00 0.79 6.941 7.635 213.57 0.650 0.000 1.25 5.012 3.26 24.9 0.0 316.5 50.00 1.00 0.81 7.098 7.807 212.11 0.650 0.000 3.75 15.175 9.86 77.0 0.0 1,896.3 53.00 Top-Section 1 1.00 0.82 7.217 7.939 210.77 0.650 0.000 3.00 11.947 7.77 61.6 0.0 1,492.4 55.00 1.00 0.83 7.294 8.023 214.43 0.650 0.000 2.00 7.870 5.12 41.0 0.0 496.8 60.00 1.00 0.85 7.477 8.225 211.84 0.650 0.000 5.00 19.341 12.57 103.4 0.0 1,220.7 65.00 1.00 0.87 7.650 8.415 208.93 0.650 0.000 5.00 18.865 12.26 103.2 0.0 1,190.4 70.00 1.00 0.89 7.814 8.595 205.76 0.650 0.000 5.00 18.389 11.95 102.7 0.0 1,160.0 75.00 1.00 0.91 7.969 8.766 202.35 0.650 0.000 5.00 17.913 11.64 102.1 0.0 1,129.6 80.00 1.00 0.92 8.118 8.930 198.73 0.650 0.000 5.00 17.437 11.33 101.2 0.0 1,099.2 85.00 1.00 0.94 8.260 9.086 194.91 0.650 0.000 5.00 16.961 11.02 100.2 0.0 1,068.9 90.00 1.00 0.95 8.396 9.235 190.91 0.650 0.000 5.00 16.485 10.72 99.0 0.0 1,038.5 94.50 Bot-Section 3 1.00 0.97 8.513 9.365 187.18 0.650 0.000 4.50 14.429 9.38 87.8 0.0 908.7 95.00 1.00 0.97 8.526 9.379 186.76 0.650 0.000 0.50 1.616 1.05 9.9 0.0 188.7 99.75 Top-Section 2 1.00 0.98 8.646 9.511 182.67 0.650 0.000 4.75 15.119 9.83 93.5 0.0 1,764.0 100.0 1.00 0.98 8.652 9.517 186.87 0.650 0.000 0.25 0.784 0.51 4.8 0.0 43.3 105.0 1.00 1.00 8.774 9.651 182.46 0.650 0.000 5.00 15.427 10.03 96.8 0.0 851.1 110.0 1.00 1.01 8.891 9.780 177.92 0.650 0.000 5.00 14.951 9.72 95.0 0.0 824.5 115.0 1.00 1.02 9.005 9.905 173.26 0.650 0.000 5.00 14.475 9.41 93.2 0.0 797.9 120.0 1.00 1.04 9.115 10.02 168.49 0.650 0.000 5.00 13.999 9.10 91.2 0.0 771.4 125.0 1.00 1.05 9.222 10.14 163.61 0.650 0.000 5.00 13.523 8.79 89.2 0.0 744.8 130.0 1.00 1.06 9.326 10.25 158.63 0.650 0.000 5.00 13.047 8.48 87.0 0.0 718.2 135.0 1.00 1.07 9.427 10.36 153.57 0.650 0.000 5.00 12.571 8.17 84.7 0.0 691.6 140.0 1.00 1.08 9.525 10.47148.410.650 0.000 5.00 12.096 7.86 82.4 0.0 665.0 144.0 Bot-Section 4 1.00 1.09 9.602 10.56 144.22 0.650 0.000 4.00 9.333 6.07 64.1 0.0 512.9 145.0 1.00 1.09 9.621 10.58 143.17 0.650 0.000 1.00 2.328 1.51 16.0 0.0 199.2 148.0 Top-Section 3 1.00 1.10 9.678 10.64 139.98 0.650 0.000 3.00 6.870 4.47 47.5 0.0 587.5 150.0 1.00 1.11 9.715 10.68 140.52 0.650 0.000 2.00 4.485 2.92 31.2 0.0 141.8 155.0 1.00 1.12 9.806 10.78 135.13 0.650 0.000 5.00 10.879 7.07 76.3 0.0 343.7 160.0 1.00 1.13 9.896 10.88 129.67 0.650 0.000 5.00 10.403 6.76 73.6 0.0 328.6 165.0 1.00 1.14 9.983 10.98 124.15 0.650 0.000 5.00 9.927 6.45 70.9 0.0 313.4 166.0 Appertunance(s) 1.00 1.14 10.000 11.00 123.03 0.650 0.000 1.00 1.928 1.25 13.8 0.0 60.9 170.0 1.00 1.15 10.069 11.07 118.55 0.650 0.000 4.00 7.523 4.89 54.2 0.0 237.3 175.0 1.00 1.16 10.152 11.16 112.89 0.650 0.000 5.00 8.975 5.83 65.1 0.0 283.0 180.0 Appertunance(s) 1.00 1.16 10.234 11.25 107.17 0.650 0.000 5.00 8.499 5.52 62.2 0.0 267.8 185.0 1.00 1.17 10.315 11.34 101.39 0.650 0.000 5.00 8.023 5.21 59.2 0.0 252.6 186.0 Appertunance(s) 1.00 1.18 10.331 11.36 100.23 0.650 0.000 1.00 1.547 1.01 11.4 0.0 48.7 189.0 Appertunance(s) 1.00 1.18 10.378 11.41 96.734 0.650 0.000 3.00 4.528 2.94 33.6 0.0 142.5 Totals: 189.00 3,411.6 0.0 37,455.5 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 14 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. 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Load Case: 1.213+1.ODi+1.OWi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor:1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -88.79 -4.87 0.00 -652.74 0.00 652.74 6,460.36 3,230.18 15,157.5 7,590.03 0.00 0.00 0.100 5.00 -86.18 -4.82 0.00 -628.38 0.00 628.38 6,370.53 3,185.26 14,649.9 7,335.87 0.01 -0.02 0.099 10.00 -83.57 -4.76 0.00 -604.30 0.00 604.30 6,279.19 3,139.60 14,147.4 7,084.22 0.05 -0.05 0.099 15.00 -80.99 -4.71 0.00 -580.49 0.00 580.49 6,186.36 3,093.18 13,650.0 6,835.17 0.12 -0.07 0.098 20.00 -78.44 -4.65 0.00 -556.97 0.00 556.97 6,092.03 3,046.01 13,158.1 6,588.83 0.21 -0.10 0.097 25.00 -75.92 -4.59 0.00 -533.72 0.00 533.72 5,996.19 2,998.10 12,671.7 6,345.31 0.33 -0.13 0.097 30.00 -73.44 -4.54 0.00 -510.74 0.00 510.74 5,898.86 2,949.43 12,191.2 6,104.71 0.48 -0.15 0.096 35.00 -71.00 -4.48 0.00 -488.05 0.00 488.05 5,800.03 2,900.01 11,716.8 5,867.13 0.65 -0.18 0.095 40.00 -68.60 -4.42 0.00 -465.64 0.00 465.64 5,676.98 2,838.49 11,203.8 5,610.22 0.86 -0.21 0.095 45.00 -66.25 -4.34 0.00 -443.55 0.00 443.55 5,544.34 2,772.17 10,683.7 5,349.81 1.09 -0.24 0.095 46.25 -65.66 -4.33 0.00 -438.13 0.00 438.13 5,511.18 2,755.59 10,555.6 5,285.68 1.16 -0.25 0.095 50.00 -62.77 -4.27 0.00 -421.88 0.00 421.88 5,411.70 2,705.85 10,176.0 5,095.59 1.36 -0.27 0.094 53.00 -60.50 -4.22 0.00 -409.05 0.00 409.05 5,450.02 2,725.01 10,321.4 5,168.39 1.53 -0.29 0.090 55.00 -59.57 -4.20 0.00 -400.60 0.00 400.60 5,396.96 2,698.48 10,120.4 5,067.72 1.66 -0.30 0.090 60.00 -57.31 -4.13 0.00 -379.58 0.00 379.58 5,264.32 2,632.16 9,626.44 4,820.38 1.99 -0.33 0.090 65.00 -55.09 -4.05 0.00 -358.94 0.00 358.94 5,131.68 2,565.84 9,144.84 4,579.22 2.35 -0.36 0.089 70.00 -52.92 -3.97 0.00 -338.68 0.00 338.68 4,999.04 2,499.52 8,675.60 4,344.25 2.74 -0.39 0.089 75.00 -50.79 -3.89 0.00 -318.82 0.00 318.82 4,866.40 2,433.20 8,218.71 4,115.47 3.16 -0.42 0.088 80.00 -48.71 -3.81 0.00 -299.35 0.00 299.35 4,733.76 2,366.88 7,774.19 3,892.87 3.62 -0.45 0.087 85.00 -46.68 -3.73 0.00 -280.29 0.00 280.29 4,601.12 2,300.56 7,342.03 3,676.47 4.10 -0.48 0.086 90.00 -44.70 -3.65 0.00 -261.64 0.00 261.64 4,468.48 2,234.24 6,922.22 3,466.26 4.62 -0.51 0.085 94.50 -42.96 -3.56 0.00 -245.22 0.00 245.22 4,349.11 2,174.55 6,554.96 3,282.35 5.12 -0.54 0.085 95.00 -42.66 -3.56 0.00 -243.44 0.00 243.44 4,335.84 2,167.92 6,514.78 3,262.23 5.18 -0.55 0.084 99.75 -39.86 -3.46 0.00 -226.51 0.00 226.51 3,780.32 1,890.16 5,669.08 2,838.75 5.74 -0.58 0.090 100.00 -39.77 -3.47 0.00 -225.64 0.00 225.64 3,774.52 1,887.26 5,651.59 2,829.99 5.77 -0.58 0.090 105.00 -38.04 -3.39 0.00 -208.29 0.00 208.29 3,658.46 1,829.23 5,307.39 2,657.64 6.40 -0.62 0.089 110.00 -36.36 -3.30 0.00 -191.35 0.00 191.35 3,542.40 1,771.20 4,974.00 2,490.70 7.06 -0.65 0.087 115.00 -34.72 -3.22 0.00 -174.82 0.00 174.82 3,426.34 1,713.17 4,651.43 2,329.17 7.77 -0.69 0.085 120.00 -33.13 -3.14 0.00 -158.72 0.00 158.72 3,310.28 1,655.14 4,339.68 2,173.06 8.51 -0.73 0.083 125.00 -31.58 -3.06 0.00 -143.02 0.00 143.02 3,194.22 1,597.11 4,038.74 2,022.37 9.29 -0.76 0.081 130.00 -30.08 -2.97 0.00 -127.75 0.00 127.75 3,078.16 1,639.08 3,748.61 1,877.09 10.11 -0.80 0.078 135.00 -28.62 -2.89 0.00 -112.89 0.00 112.89 2,962.10 1,481.05 3,469.30 1,737.23 10.97 -0.84 0.075 140.00 -27.22 -2.81 0.00 -98.44 0.00 98.44 2,846.04 1,423.02 3,200.80 1,602.78 11.86 -0.87 0.071 144.00 -26.12 -2.74 0.00 -87.22 0.00 87.22 2,753.19 1,376.60 2,993.79 1,499.12 12.61 -0.90 0.068 145.00 -25.76 -2.72 0.00 -84.48 0.00 84.48 2,729.98 1,364.99 2,943.12 1,473.75 12.80 -0.91 0.067 148.00 -24.70 -2.67 0.00 -76.32 0.00 76.32 1,529.33 764.67 1,661.09 831.78 13.38 -0.93 0.108 150.00 -24.29 -2.64 0.00 -70.99 0.00 70.99 1,510.28 755.14 1,612.25 807.32 13.77 -0.94 0.104 155.00 -23.31 -2.57 0.00 -57.77 0.00 57.77 1,461.58 730.79 1,492.19 747.20 14.79 -1.00 0.093 160.00 -22.36 -2.50 0.00 -44.91 0.00 44.91 1,401.56 700.78 1,365.61 683.82 15.86 -1.04 0.082 165.00 -21.44 -2.42 0.00 -32.40 0.00 32.40 1,335.24 667.62 1,238.79 620.32 16.97 -1.08 0.068 166.00 -15.64 -1.73 0.00 -29.98 0.00 29.98 1,321.98 660.99 1,214.17 607.99 17.20 -1.09 0.061 170.00 -14.95 -1.67 0.00 -23.07 0.00 23.07 1,268.92 634.46 1,118.15 559.91 18.13 -1.12 0.053 175.00 -14.13 -1.59 0.00 -14.74 0.00 14.74 1,202.60 601.30 1,003.69 502.59 19.31 -1.15 0.041 180.00 -9.91 -1.11 0.00 -6.79 0.00 6.79 1,136.28 568.14 895.41 448.37 20.52 -1.16 0.024 185.00 -9.22 -1.04 0.00 -1.25 0.00 1.25 1,069.96 534.98 793.31 397.24 21.75 -1.17 0.012 186.00 -0.59 -0.06 0.00 -0.21 0.00 0.21 1,056.70 528.35 773.63 387.39 21.99 -1.17 0.001 189.00 0.00 -0.04 0.00 -0.04 0.00 0.04 1,016.90 508.45 716.08 358.57 22.73 -1.17 0.000 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location : Northampton MA,MA Struct Class : II 4/2812015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 13 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) 02007-2015byATCIPLLC. 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Load Case: 1.213+1.ODi+1.OWi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor:1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 91.80 2,607.86 0.00 0.00 10.00 90.45 2,603.51 0.00 0.00 15.00 88.96 2,581.17 0.00 0.00 20.00 87.41 2,550.91 0.00 0.00 25.00 85.83 2,516.06 0.00 0.00 30.00 84.29 2,478.18 0.00 0.00 35.00 86.39 2,438.12 0.00 0.00 40.00 87.98 2,396.41 0.00 0.00 45.00 89.15 2,353.39 0.00 0.00 46.25 22.17 582.20 0.00 0.00 50.00 68.61 2,888.29 0.00 0.00 53.00 55.02 2,278.15 0.00 0.00 55.00 36.68 919.60 0.00 0.00 60.00 92.60 2,264.33 0.00 0.00 65.00 92.67 2,218.07 0.00 0.00 70.00 92.53 2,171.23 0.00 0.00 75.00 92.21 2,123.89 0.00 0.00 80.00 91.71 2,076.09 0.00 0.00 85.00 91.06 2,027.88 0.00 0.00 90.00 90.27 1,979.31 0.00 0.00 94.50 80.39 1,740.13 0.00 0.00 95.00 9.01 299.69 0.00 0.00 99.75 85.66 2,801.54 0.00 0.00 100.0 4.45 87.91 0.00 0.00 105.0 89.04 1,728.47 0.00 0.00 110.0 87.79 1,683.31 0.00 0.00 115.0 86.44 1,637.92 0.00 0.00 120.0 85.00 1,592.29 0.00 0.00 125.0 83.46 1,546.45 0.00 0.00 130.0 81.84 1,500.40 0.00 0.00 135.0 80.14 1,454.16 0.00 0.00 140.0 78.35 1,407.75 0.00 0.00 144.0 61.28 1,093.84 0.00 0.00 145.0 15.32 359.47 0.00 0.00 148.0 45.60 1,061.04 0.00 0.00 150.0 29.98 405.08 0.00 0.00 155.0 73.78 984.96 0.00 0.00 160.0 71.72 951.60 0.00 0.00 165.0 69.60 918.11 0.00 0.00 166.0 592.59 5,815.47 0.00 0.00 170.0 53.71 682.90 0.00 0.00 175.0 65.18 821.70 0.00 0.00 180.0 397.34 4,235.27 0.00 0.00 185.0 60.53 691.91 0.00 0.00 186.0 802.12 8,642.12 0.00 0.00 189.0 44.78 592.24 0.00 39.86 Totals: 4,852.94 88,790.40 0.00 39.86 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : I) 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 12 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. All rights reserved. Load Case: 1.2D+1.ODi+1.0Wi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor:1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description City (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 166.0 Round Sector Frame 3 4.445 4.889 0.75 0.75 62.00 0.000 0.000 303.12 0.00 0.00 2,224.38 166.0 800MHz RRH w/Type 1 3 4.445 4.889 0.67 0.80 4.89 0.000 0.000 23.93 0.00 0.00 473.03 166.0 Alcatel-Lucent 1900 3 4.445 4.889 0.67 0.80 5.23 0.000 0.000 25.58 0.00 0.00 631.03 166.0 Alcatel T1D-RRH8x20-2 3 4.445 4.889 0.67 0.80 9.40 0.000 0.000 45.94 0.00 0.00 553.37 166.0 RFS APXVTM14-ALU- 3 4.445 4.889 0.78 0.80 17.37 0.000 0.000 84.92 0.00 0.00 685.98 166.0 RFS APXVSPP18-C- 3 4.445 4.889 0.83 0.80 19.53 0.000 0.000 95.48 0.00 0.00 1,066.86 180.0 Andrew ATM200-A20 6 4.549 5.003 0.50 0.80 1.31 0.000 0.000 6.56 0.00 0.00 122.55 180.0 Andrew HBX-6516DS- 6 4.549 5.003 0.80 0.80 17.71 0.000 0.000 88.61 0.00 0.00 843.34 180.0 Round Low Profile PI 1 4.549 5.003 1.00 1.00 47.82 0.000 0.000 239.28 0.00 0.00 2,481.55 186.0 Ericsson RRUS-11 6 4.591 5.051 0.67 0.80 15.76 0.000 0.000 79.58 0.00 0.00 1,324.49 186.0 Andrew SBNH- 9 4.591 5.051 0.84 0.80 83.03 0.000 0.000 419.33 0.00 0.00 4,067.32 186.0 Flat Low Profile Pla 1 4.591 5.051 1.00 1.00 52.16 0.000 0.000 263.45 0.00 0.00 2,484.45 186.0 Powerwave TT08- 6 4.591 5.051 0.50 0.80 3.32 0.000 0.000 16.76 0.00 0.00 486.63 186.0 Raycap DC6-48-60-18- 1 4.591 5.051 1.00 0.80 2.22 0.000 0.000 11.22 0.00 0.00 143.66 190.0 Liqhtninq Rod 1 4.640 5.104 1.00 1.00 1.95 0.000 3.000 9.97 0.00 39.86 243.60 1,713.73 17,832.25 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location : Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 11 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) (9 2007-2015byATCIPLLC. All rights reserved. Load Case: 1.21)+1.01)i+1.OWi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor:1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (lb) (lb) 0.00 1.00 0.70 2.724 2.996 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 2.724 2.996 0.000 1.200 1.656 5.00 25.533 30.64 91.8 603.5 2,437.0 10.00 1.00 0.70 2.724 2.996 0.000 1.200 1.775 5.00 25.157 30.19 90.4 635.6 2,432.6 15.00 1.00 0.70 2.724 2.996 0.000 1.200 1.848 5.00 24.742 29.69 89.0 649.8 2,410.3 20.00 1.00 0.70 2.724 2.996 0.000 1.200 1.902 5.00 24.311 29.17 87.4 655.9 2,380.0 25.00 1.00 0.70 2.724 2.996 0.000 1.200 1.945 5.00 23.871 28.64 85.8 657.5 2,345.2 30.00 1.00 0.70 2.726 2.999 0.000 1.200 1.981 5.00 23.424 28.11 84.3 656.1 2,307.3 35.00 1.00 0.73 2.849 3.134 0.000 1.200 2.012 5.00 22.974 27.57 86.4 652.5 2,267.2 40.00 1.00 0.76 2.960 3.256 0.000 1.200 2.039 5.00 22.521 27.02 88.0 647.2 2,225.5 45.00 1.00 0.78 3.061 3.367 0.000 1.200 2.063 5.00 22.065 26.48 89.2 640.7 2,182.5 46.25 Bot-Section 2 1.00 0.79 3.085 3.394 0.000 1.200 2.069 1.25 5.443 6.53 22.2 159.7 539.5 50.00 1.00 0.81 3.155 3.470 0.000 1.200 2.085 3.75 16.478 19.77 68.6 484.6 2,760.1 53.00 Top-Section 1 1.00 0.82 3.207 3.528 0.000 1.200 2.097 3.00 12.996 15.59 55.0 384.7 2,175.6 55.00 1.00 0.83 3.242 3.566 0.000 1.200 2.105 2.00 8.571 10.29 36.7 255.1 851.2 60.00 1.00 0.85 3.323 3.656 0.000 1.200 2.123 5.00 21.110 25.33 92.6 628.6 2,093.5 65.00 1.00 0.87 3.400 3.740 0.000 1.200 2.140 5.00 20.648 24.78 92.7 618.7 2,047.2 70.00 1.00 0.89 3.473 3.820 0.000 1.200 2.156 5.00 20.186 24.22 92.5 608.4 2,000.4 75.00 1.00 0.91 3.542 3.896 0.000 1.200 2.171 6.00 19.722 23.67 92.2 597.5 1,953.0 80.00 1.00 0.92 3.608 3.969 0.000 1.200 2.185 5.00 19.258 23.11 91.7 586.1 1,905.2 85.00 1.00 0.94 3.671 4.038 0.000 1.200 2.198 5.00 18.793 22.55 91.1 574.4 1,857.0 90.00 1.00 0.95 3.731 4.105 0.000 1.200 2.211 5.00 18.327 21.99 90.3 562.2 1,808.4 94.50 Bot-Section 3 1.00 0.97 3.784 4.162 0.000 1.200 2.222 4.50 16.096 19.31 80.4 495.9 1,586.3 95.00 1.00 0.97 3.789 4.168 0.000 1.200 2.223 0.50 1.802 2.16 9.0 56.2 282.6 99.75 Top-Section 2 1.00 0.98 3.843 4.227 0.000 1.200 2.234 4.75 16.888 20.27 85.7 522.4 2,639.2 100.0 1.00 0.98 3.845 4.230 0.000 1.200 2.234 0.25 0.877 1.05 4.5 27.5 79.4 105.0 1.00 1.00 3.899 4.289 0.000 1.200 2.245 6.00 17.298 20.76 89.0 536.3 1,557.6 110.0 1.00 1.01 3.952 4.347 0.000 1.200 2.256 5.00 16.831 20.20 87.8 523.0 1,512.4 115.0 1.00 1.02 4.002 4.402 0.000 1.200 2.266 5.00 16.363 19.64 86.4 509.5 1,467.0 120.0 1.00 1.04 4.051 4.456 0.000 1.200 2.276 5.00 16.895 19.07 85.0 495.8 1,421.4 125.0 1.00 1.05 4.099 4.508 0.000 1.200 2.285 5.00 15.427 18.51 83.5 481.8 1,375.6 130.0 1.00 1.06 4.145 4.559 0.000 1.200 2.294 5.00 14.959 17.95 81.8 467.7 1,329.5 135.0 1.00 1.07 4.190 4.609 0.000 1.200 2.303 5.00 14.490 17.39 80.1 453.3 1,283.3 140.0 1.00 1.08 4.233 4.657 0.000 1.200 2.311 5.00 14.021 16.83 78.4 438.8 1,236.9 144.0 Bot-Section 4 1.00 1.09 4.268 4.694 0.000 1.200 2.317 4.00 10.878 13.05 61.3 341.7 957.1 145.0 1.00 1.09 4.276 4.704 0.000 1.200 2.319 1.00 2.715 3.26 15.3 86.3 325.3 148.0 Top-Section 3 1.00 1.10 4.301 4.731 0.000 1.200 2.324 3.00 8.032 9.64 45.6 253.5 958.5 150.0 1.00 1.11 4.318 4.749 0.000 1.200 2.327 2.00 5.260 6.31 30.0 166.6 336.7 155.0 1.00 1.12 4.358 4.794 0.000 1.200 2.335 5.00 12.824 15.39 73.8 401.6 814.1 160.0 1.00 1.13 4.398 4.838 0.000 1.200 2.342 5.00 12.355 14.83 71.7 386.5 780.7 165.0 1.00 1.14 4.437 4.881 0.000 1.200 2.349 6.00 11.885 14.26 69.6 371.2 747.2 166.0 Appertunance(s) 1.00 1.14 4.445 4.889 0.000 1.200 2.351 1.00 2.320 2.78 13.6 73.6 146.6 170.0 1.00 1.15 4.475 4.922 0.000 1.200 2.356 4.00 9.093 10.91 53.7 284.6 569.4 175.0 1.00 1.16 4.512 4.963 0.000 1.200 2.363 5.00 10.944 13.13 65.2 340.3 679.9 180.0 Appertunance(s) 1.00 1.16 4.549 5.003 0.000 1.200 2.370 5.00 10.474 12.57 62.9 324.6 646.0 185.0 1.00 1.17 4.584 5.043 0.000 1.200 2.376 6.00 10.003 12.00 60.5 308.8 612.0 186.0 Appertunance(s) 1.00 1.18 4.591 5.051 0.000 1.200 2.378 1.00 1.944 2.33 11.8 61.1 119.6 189.0 Appertunance(s) 1.00 1.18 4.612 5.074 0.000 1.200 2.381 3.00 5.719 6.86 34.8 177.7 348.6 Totals: 189.00 3,139.2 19,845.3 64,791.9 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 10 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) (P2007-2015byATCIPLLC. All rights reserved. Load Case: 0.91)+1.6W 100.00 mph with No Ice(Reduced DL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY M2 MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -43.67 -25.81 0.00 -3,373.08 0.00 3,373.08 6,460.36 3,230.18 15,157.5 7,590.03 0.00 0.00 0.451 5.00 -42.11 -25.43 0.00 -3,244.02 0.00 3,244.02 6,370.53 3,185.26 14,649.9 7,335.87 0.07 -0.13 0.449 10.00 -40.58 -25.06 0.00 -3,116.85 0.00 3,116.85 6,279.19 3,139.60 14,147.4 7,084.22 0.27 -0.25 0.446 15.00 -39.07 -24.69 0.00 -2,991.54 0.00 2,991.54 6,186.36 3,093.18 13,650.0 6,835.17 0.60 -0.39 0.444 20.00 -37.60 -24.33 0.00 -2,868.09 0.00 2,868.09 6,092.03 3,046.01 13,158.1 6,588.83 1.08 -0.52 0.442 25.00 -36.15 -23.97 0.00 -2,746.46 0.00 2,746.46 5,996.19 2,998.10 12,671.7 6,345.31 1.70 -0.66 0.439 30.00 -34.73 -23.61 0.00 -2,626.64 0.00 2,626.64 5,898.86 2,949.43 12,191.2 6,104.71 2.46 -0.79 0.436 35.00 -33.34 -23.24 0.00 -2,508.59 0.00 2,508.59 5,800.03 2,900.01 11,716.8 5,867.13 3.36 -0.94 0.433 40.00 -31.98 -22.86 0.00 -2,392.40 0.00 2,392.40 5,676.98 2,838.49 11,203.8 5,610.22 4.42 -1.08 0.432 45.00 -30.67 -22.44 0.00 -2,278.11 0.00 2,278.11 5,544.34 2,772.17 10,683.7 5,349.81 5.64 -1.23 0.431 46.25 -30.32 -22.36 0.00 -2,250.07 0.00 2,250.07 5,511.18 2,755.59 10,555.6 5,285.68 5.96 -1.27 0.431 50.00 -28.49 -22.03 0.00 -2,166.22 0.00 2,166.22 5,411.70 2,705.85 10,176.0 5,095.59 7.01 -1.38 0.430 53.00 -27.05 -21.76 0.00 -2,100.14 0.00 2,100.14 5,450.02 2,725.01 10,321.4 5,168.39 7.91 -1.48 0.411 55.00 -26.51 -21.61 0.00 -2,056.63 0.00 2,056.63 5,396.96 2,698.48 10,120.4 5,067.72 8.54 -1.54 0.411 60.00 -25.24 -21.18 0.00 -1,948.59 0.00 1,948.59 5,264.32 2,632.16 9,626.44 4,820.38 10.23 -1.69 0.409 65.00 -24.00 -20.75 0.00 -1,842.69 0.00 1,842.69 5,131.68 2,565.84 9,144.84 4,579.22 12.08 -1.84 0.407 70.00 -22.79 -20.32 0.00 -1,738.94 0.00 1,738.94 4,999.04 2,499.52 8,675.60 4,344.25 14.09 -2.00 0.405 75.00 -21.61 -19.88 0.00 -1,637.36 0.00 1,637.36 4,866.40 2,433.20 8,218.71 4,115.47 16.27 -2.15 0.402 80.00 -20.46 -19.45 0.00 -1,537.96 0.00 1,537.96 4,733.76 2,366.88 7,774.19 3,892.87 18.61 -2.31 0.399 85.00 -19.33 -19.01 0.00 -1,440.73 0.00 1,440.73 4,601.12 2,300.56 7,342.03 3,676.47 21.12 -2.48 0.396 90.00 -18.24 -18.58 0.00 -1,345.67 0.00 1,345.67 4,468.48 2,234.24 6,922.22 3,466.26 23.80 -2.64 0.392 94.50 -17.30 -18.17 0.00 -1,262.08 0.00 1,262.08 4,349.11 2,174.55 6,554.96 3,282.35 26.36 -2.80 0.389 95.00 -17.09 -18.14 0.00 -1,253.00 0.00 1,253.00 4,335.84 2,167.92 6,514.78 3,262.23 26.65 -2.81 0.388 99.75 -15.38 -17.66 0.00 -1,166.83 0.00 1,166.83 3,780.32 1,890.16 5,669.08 2,838.75 29.53 -2.98 0.415 100.00 -15.30 -17.67 0.00 -1,162.41 0.00 1,162.41 3,774.52 1,887.26 5,651.59 2,829.99 29.69 -2.99 0.415 105.00 -14.38 -17.24 0.00 -1,074.09 0.00 1,074.09 3,658.46 1,829.23 5,307.39 2,657.64 32.91 -3.17 0.408 110.00 -13.48 -16.81 0.00 -987.91 0.00 987.91 3,542.40 1,771.20 4,974.00 2,490.70 36.33 -3.36 0.401 115.00 -12.60 -16.39 0.00 -903.87 0.00 903.87 3,426.34 1,713.17 4,651.43 2,329.17 39.95 -3.55 0.392 120.00 -11.75 -15.97 0.00 -821.94 0.00 821.94 3,310.28 1,655.14 4,339.68 2,173.06 43.77 -3.74 0.382 125.00 -10.93 -15.56 0.00 -742.10 0.00 742.10 3,194.22 1,597.11 4,038.74 2,022.37 47.78 -3.93 0.370 130.00 -10.13 -15.15 0.00 -664.33 0.00 664.33 3,078.16 1,539.08 3,748.61 1,877.09 52.00 -4.12 0.357 135.00 -9.36 -14.75 0.00 -588.58 0.00 588.58 2,962.10 1,481.06 3,469.30 1,737.23 56.42 -4.31 0.342 140.00 -8.63 -14.36 0.00 -514.82 0.00 514.82 2,846.04 1,423.02 3,200.80 1,602.78 61.03 -4.50 0.324 144.00 -8.06 -14.04 0.00 -457.41 0.00 457.41 2,753.19 1,376.60 2,993.79 1,499.12 64.87 -4.65 0.308 145.00 -7.85 -13.96 0.00 -443.37 0.00 443.37 2,729.98 1,364.99 2,943.12 1,473.75 65.84 -4.69 0.304 148.00 -7.24 -13.71 0.00 -401.48 0.00 401.48 1,529.33 764.67 1,661.09 831.78 68.82 -4.80 0.488 150.00 -7.03 -13.58 0.00 -374.05 0.00 374.05 1,510.28 755.14 1,612.25 807.32 70.85 -4.88 0.468 155.00 -6.56 -13.24 0.00 -306.15 0.00 306.15 1,461.58 730.79 1,492.19 747.20 76.10 -5.15 0.415 160.00 -6.12 -12.90 0.00 -239.97 0.00 239.97 1,401.56 700.78 1,365.61 683.82 81.62 -5.40 0.356 165.00 -5.71 -12.56 0.00 -175.48 0.00 175.48 1,335.24 667.62 1,238.79 620.32 87.40 -5.62 0.288 166.00 -4.31 -9.15 0.00 -162.93 0.00 162.93 1,321.98 660.99 1,214.17 607.99 88.58 -5.66 0.271 170.00 4.01 -8.90 0.00 -126.31 0.00 126.31 1,268.92 634.46 1,118.15 559.91 93.38 -5.81 0.229 175.00 -3.66 -8.58 0.00 -81.83 0.00 81.83 1,202.60 601.30 1,003.69 502.59 99.53 -5.95 0.166 180.00 -2.12 -6.39 0.00 -38.94 0.00 38.94 1,136.28 568.14 895.41 448.37 105.82 -6.06 0.089 185.00 -1.86 -6.10 0.00 -6.97 0.00 6.97 1,069.96 534.98 793.31 397.24 112.18 -6.10 0.019 186.00 -0.17 -0.22 0.00 -0.86 0.00 0.86 1,056.70 528.35 773.63 387.39 113.45 -6.10 0.002 189.00 0.00 -0.20 0.00 -0.20 0.00 0.20 1,016.90 508.45 716.08 358.57 117.28 -6.10 0.001 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 9 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. All rights reserved. Load Case: 0.913+1.6W 100.00 mph with No Ice(Reduced DL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 470.40 1,503.24 0.00 0.00 10.00 461.13 1,475.90 0.00 0.00 15.00 451.86 1,448.56 0.00 0.00 20.00 442.59 1,421.23 0.00 0.00 25.00 433.32 1,393.89 0.00 0.00 30.00 424.41 1,366.55 0.00 0.00 35.00 433.82 1,339.21 0.00 0.00 40.00 440.62 1,311.88 0.00 0.00 45.00 445.28 1,284.54 0.00 0.00 46.25 110.55 316.86 0.00 0.00 50.00 342.27 1,802.78 0.00 0.00 53.00 273.99 1,420.08 0.00 0.00 55.00 182.40 498.39 0.00 0.00 60.00 459.55 1,226.83 0.00 0.00 65.00 458.61 1,199.49 0.00 0.00 70.00 456.61 1,172.15 0.00 0.00 75.00 453.64 1,144.81 0.00 0.00 80.00 449.81 1,117.48 0.00 0.00 85.00 445.17 1,090.14 0.00 0.00 90.00 439.80 1,062.80 0.00 0.00 94.50 390.37 933.15 0.00 0.00 95.00 43.80 182.62 0.00 0.00 99.75 415.40 1,709.35 0.00 0.00 100.0 21.55 45.34 0.00 0.00 105.0 430.12 894.14 0.00 0.00 110.0 422.42 870.22 0.00 0.00 115.0 414.20 846.30 0.00 0.00 120.0 405.48 822.38 0.00 0.00 125.0 396.29 798.46 0.00 0.00 130.0 386.65 774.54 0.00 0.00 135.0 376.58 750.62 0.00 0.00 140.0 366.11 726.70 0.00 0.00 144.0 284.80 564.14 0.00 0.00 145.0 71.18 204.89 0.00 0.00 148.0 211.28 605.65 0.00 0.00 150.0 138.45 178.84 0.00 0.00 155.0 339.01 437.53 0.00 0.00 160.0 327.13 423.86 0.00 0.00 165.0 314.92 410.19 0.00 0.00 166.0 3,256.06 1,719.84 0.00 0.00 170.0 240.69 298.70 0.00 0.00 175.0 289.55 361.08 0.00 0.00 180.0 2,014.44 1,753.67 0.00 0.00 185.0 262.98 287.30 0.00 0.00 186.0 5,670.33 2,303.75 0.00 0.00 189.0 200.38 195.71 0.00 204.17 Totals: 25,765.99 43,695.80 0.00 204.17 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location : Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 8 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) 02007-2015byATC1PLLC. All rights reserved. Load Case: 0.913+1.6W 100.00 mph with No Ice(Reduced DL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (lb-ft) (Ib) 166.0 Round Sector Frame 3 27.779 30.556 0.75 0.75 24.30 0.000 0.000 1,188.03 0.00 0.00 810.00 166.0 800MHz RRH w/Type 1 3 27.779 30.556 0.67 0.80 2.96 0.000 0.000 144.65 0.00 0.00 172.80 166.0 Alcatel-Lucent 1900 3 27.779 30.556 0.67 0.80 3.73 0.000 0.000 182.39 0.00 0.00 162.00 166.0 Alcatel TD-RRH8x20-2 3 27.779 30.556 0.67 0.80 6.51 0.000 0.000 318.39 0.00 0.00 189.00 166.0 RFS APXVTM14-ALU- 3 27.779 30.556 0.78 0.80 11.87 0.000 0.000 580.25 0.00 0.00 151.74 166.0 RFS APXVSPP18-C- 3 27.779 30.556 0.83 0.80 15.98 0.000 0.000 781.06 0.00 0.00 153.90 180.0 Andrew ATM200-A20 6 28.429 31.272 0.50 0.80 0.29 0.000 0.000 14.41 0.00 0.00 2.70 180.0 Andrew HBX-6516DS- 6 28.429 31.272 0.80 0.80 12.75 0.000 0.000 637.88 0.00 0.00 53.57 180.0 Round Low Profile PI 1 28.429 31.272 1.00 1.00 21.70 0.000 0.000 1,085.74 0.00 0.00 1,350.00 186.0 Ericsson RRUS-11 6 28.696 31.566 0.67 0.80 12.19 0.000 0.000 615.59 0.00 0.00 297.00 186.0 Andrew SBNH- 9 28.696 31.566 0.84 0.80 69.25 0.000 0.000 3,497.45 0.00 0.00 464.13 186.0 Flat Low Profile Pla 1 28.696 31.566 1.00 1.00 26.10 0.000 0.000 1,318.19 0.00 0.00 1,350.00 186.0 Powerwave TT08- 6 28.696 31.566 0.50 0.80 2.21 0.000 0.000 111.52 0.00 0.00 118.80 186.0 Raycap DC6-48-60-18- 1 28.696 31.566 1.00 0.80 1.52 0.000 0.000 76.77 0.00 0.00 18.00 190.0 Liqhtninq Rod 1 29.001 31.901 1.00 1.00 1.00 0.000 3.000 51.04 0.00 204.17 67.50 10,603.39 5,361.14 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 412812015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 7 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides f X Taper: 0.225000 (in/ft) 0 2007-2015byATCIPLLC. All rights reserved. y Load Case: 0.91)+1.6W 100.00 mph with No Ice(Reduced DL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.70 17.024 18.72 408.14 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 17.024 18.72 400.18 0.650 0.000 5.00 24.153 15.70 470.4 0.0 1,375.1 10.00 1.00 0.70 17.024 18.72 392.21 0.650 0.000 5.00 23.677 15.39 461.1 0.0 1,347.7 15.00 1.00 0.70 17.024 18.72 384.25 0.650 0.000 5.00 23.201 15.08 451.9 0.0 1,320.4 20.00 1.00 0.70 17.024 18.72 376.28 0.650 0.000 5.00 22.725 14.77 442.6 0.0 1,293.1 25.00 1.00 0.70 17.024 18.72 368.32 0.650 0.000 5.00 22.249 14.46 433.3 0.0 1,265.7 30.00 1.00 0.70 17.038 18.74 360.51 0.650 0.000 5.00 21.773 14.15 424.4 0.0 1,238.4 35.00 1.00 0.73 17.806 19.58 360.39 0.650 0.000 5.00 21.298 13.84 433.8 0.0 1,211.1 40.00 1.00 0.76 18.498 20.34 359.03 0.650 0.000 5.00 20.822 13.53 440.6 0.0 1,183.7 45.00 1.00 0.78 19.131 21.04 356.67 0.650 0.000 5.00 20.346 13.22 445.3 0.0 1,156.4 46.25 Bot-Section 2 1.00 0.79 19.281 21.21 355.95 0.650 0.000 1.25 5.012 3.26 110.6 0.0 284.8 50.00 1.00 0.81 19.716 21.68 353.51 0.650 0.000 3.75 15.175 9.86 342.3 0.0 1,706.7 53.00 Top-Section 1 1.00 0.82 20.047 22.05 351.28 0.650 0.000 3.00 11.947 7.77 274.0 0.0 1,343.2 55.00 1.00 0.83 20.260 22.28 357.39 0.650 0.000 2.00 7.870 5.12 182.4 0.0 447.1 60.00 1.00 0.85 20.770 22.84 353.07 0.650 0.000 5.00 19.341 12.57 459.6 0.0 1,098.7 65.00 1.00 0.87 21.250 23.37 348.23 0.650 0.000 5.00 18.865 12.26 458.6 0.0 1,071.3 70.00 1.00 0.89 21.705 23.87 342.94 0.650 0.000 5.00 18.389 11.95 456.6 0.0 1,044.0 75.00 1.00 0.91 22.137 24.35 337.26 0.650 0.000 5.00 17.913 11.64 453.6 0.0 1,016.7 80.00 1.00 0.92 22.549 24.80 331.21 0.650 0.000 5.00 17.437 11.33 449.8 0.0 989.3 85.00 1.00 0.94 22.943 25.23 324.85 0.650 0.000 5.00 16.961 11.02 445.2 0.0 962.0 90.00 1.00 0.95 23.321 25.65 318.19 0.650 0.000 5.00 16.485 10.72 439.8 0.0 934.6 94.50 Bot-Section 3 1.00 0.97 23.648 26.01 311.97 0.650 0.000 4.50 14.429 9.38 390.4 0.0 817.8 95.00 1.00 0.97 23.684 26.05 311.26 0.650 0.000 0.50 1.616 1.05 43.8 0.0 169.8 99.75 Top-Section 2 1.00 0.98 24.017 26.41 304.45 0.650 0.000 4.75 15.119 9.83 415.4 0.0 1,587.6 100.0 1.00 0.98 24.034 26.43 311.45 0.650 0.000 0.25 0.784 0.51 21.6 0.0 38.9 105.0 1.00 1.00 24.371 26.80 304.10 0.650 0.000 5.00 15.427 10.03 430.1 0.0 766.0 110.0 1.00 1.01 24.697 27.16 296.53 0.650 0.000 5.00 14.951 9.72 422.4 0.0 742.1 115.0 1.00 1.02 25.013 27.51 288.77 0.650 0.000 5.00 14.475 9.41 414.2 0.0 718.1 120.0 1.00 1.04 25.319 27.85 280.81 0.650 0.000 5.00 13.999 9.10 405.5 0.0 694.2 125.0 1.00 1.05 25.616 28.17 272.69 0.650 0.000 5.00 13.523 8.79 396.3 0.0 670.3 130.0 1.00 1.06 25.905 28.49 264.39 0.650 0.000 5.00 13.047 8.48 386.7 0.0 646.4 135.0 1.00 1.07 26.185 28.80 255.95 0.650 0.000 5.00 12.571 8.17 376.6 0.0 622.5 140.0 1.00 1.08 26.459 29.10 247.35 0.650 0.000 5.00 12.095 7.86 366.1 0.0 598.5 144.0 Bot-Section 4 1.00 1.09 26.673 29.34 240.37 0.650 0.000 4.00 9.333 6.07 284.8 0.0 461.6 145.0 1.00 1.09 26.726 29.39 238.61 0.650 0.000 1.00 2.328 1.51 71.2 0.0 179.3 148.0 Top-Section 3 1.00 1.10 26.882 29.57 233.31 0.650 0.000 3.00 6.870 4.47 211.3 0.0 528.8 150.0 1.00 1.11 26.986 29.68 234.20 0.650 0.000 2.00 4.485 2.92 138.5 0.0 127.6 155.0 1.00 1.12 27.240 29.96 225.22 0.650 0.000 5.00 10.879 7.07 339.0 0.0 309.4 160.0 1.00 1.13 27.488 30.23 216.13 0.650 0.000 5.00 10.403 6.76 327.1 0.0 295.7 165.0 1.00 1.14 27.731 30.50 206.91 0.650 0.000 5.00 9.927 6.45 314.9 0.0 282.0 166.0 Appertunance(s) 1.00 1.14 27.779 30.55 205.06 0.650 0.000 1.00 1.928 1.25 61.3 0.0 54.8 170.0 1.00 1.15 27.968 30.76 197.59 0.650 0.000 4.00 7.523 4.89 240.7 0.0 213.6 175.0 1.00 1.16 28.201 31.02 188.16 0.650 0.000 5.00 8.975 5.83 289.5 0.0 254.7 180.0 Appertunance(s) 1.00 1.16 28.429 31.27 178.63 0.650 0.000 5.00 8.499 5.52 276.4 0.0 241.0 185.0 1.00 1.17 28.652 31.51 168.99 0.650 0.000 5.00 8.023 5.21 263.0 0.0 227.4 186.0 Appertunance(s) 1.00 1.18 28.696 31.56 167.06 0.650 0.000 1.00 1.547 1.01 50.8 0.0 43.8 189.0 Appertunance(s) 1.00 1.18 28.828 31.71 161.22 0.650 0.000 3.00 4.528 2.94 149.3 0.0 128.2 Totals: 189.00 15,162.6 0.0 33,710.0 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4128/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 6 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides / X Taper: 0.225000 (in/ft) ©2007-2015byATCIPLLC. 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Zr` Load Case: 1.2D+1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -58.23 -25.83 0.00 -3,417.24 0.00 3,417.24 6,460.36 3,230.18 15,157.5 7,590.03 0.00 0.00 0.459 5.00 -56.17 -25.49 0.00 -3,288.08 0.00 3,288.08 6,370.53 3,185.26 14,649.9 7,335.87 0.07 -0.13 0.457 10.00 -54.15 -25.14 0.00 -3,160.66 0.00 3,160.66 6,279.19 3,139.60 14,147.4 7,084.22 0.27 -0.26 0.455 15.00 -52.16 -24.80 0.00 -3,034.95 0.00 3,034.95 6,186.36 3,093.18 13,650.0 6,835.17 0.61 -0.39 0.453 20.00 -50.21 -24.46 0.00 -2,910.95 0.00 2,910.95 6,092.03 3,046.01 13,158.1 6,588.83 1.09 -0.53 0.450 25.00 -48.30 -24.13 0.00 -2,788.63 0.00 2,788.63 5,996.19 2,998.10 12,671.7 6,345.31 1.72 -0.66 0.448 30.00 -46.42 -23.80 0.00 -2,667.98 0.00 2,667.98 5,898.86 2,949.43 12,191.2 6,104.71 2.49 -0.81 0.445 35.00 -44.58 -23.45 0.00 -2,549.00 0.00 2,549.00 5,800.03 2,900.01 11,716.8 5,867.13 3.41 -0.95 0.442 40.00 -42.78 -23.09 0.00 -2,431.75 0.00 2,431.75 5,676.98 2,838.49 11,203.8 5,610.22 4.49 -1.10 0.441 45.00 -41.04 -22.68 0.00 -2,316.30 0.00 2,316.30 5,544.34 2,772.17 10,683.7 5,349.81 5.72 -1.25 0.440 46.25 -40.59 -22.61 0.00 -2,287.96 0.00 2,287.96 5,511.18 2,755.59 10,555.6 5,285.68 6.05 -1.29 0.440 50.00 -38.15 -22.29 0.00 -2,203.16 0.00 2,203.16 5,411.70 2,705.85 10,176.0 5,095.59 7.11 -1.41 0.439 53.00 -36.24 -22.01 0.00 -2,136.31 0.00 2,136.31 5,450.02 2,725.01 10,321.4 5,168.39 8.02 -1.50 0.420 55.00 -35.54 -21.88 0.00 -2,092.28 0.00 2,092.28 5,396.96 2,698.48 10,120.4 5,067.72 8.67 -1.57 0.420 60.00 -33.86 -21.46 0.00 -1,982.88 0.00 1,982.88 5,264.32 2,632.16 9,626.44 4,820.38 10.39 -1.72 0.418 65.00 -32.22 -21.04 0.00 -1,875.56 0.00 1,875.56 5,131.68 2,565.84 9,144.84 4,579.22 12.27 -1.87 0.416 70.00 -30.61 -20.62 0.00 -1,770.34 0.00 1,770.34 4,999.04 2,499.52 8,675.60 4,344.25 14.31 -2.03 0.414 75.00 -29.05 -20.19 0.00 -1,667.25 0.00 1,667.25 4,866.40 2,433.20 8,218.71 4,115.47 16.52 -2.19 0.411 80.00 -27.52 -19.76 0.00 -1,566.29 0.00 1,566.29 4,733.76 2,366.88 7,774.19 3,892.87 18.89 -2.35 0.408 85.00 -26.03 -19.33 0.00 -1,467.49 0.00 1,467.49 4,601.12 2,300.56 7,342.03 3,676.47 21.44 -2.52 0.405 90.00 -24.58 -18.90 0.00 -1,370.83 0.00 1,370.83 4,468.48 2,234.24 6,922.22 3,466.26 24.17 -2.69 0.401 94.50 -23.33 -18.48 0.00 -1,285.79 0.00 1,285.79 4,349.11 2,174.55 6,554.96 3,282.35 26.77 -2.84 0.397 95.00 -23.06 -18.46 0.00 -1,276.55 0.00 1,276.55 4,335.84 2,167.92 6,514.78 3,262.23 27.07 -2.86 0.397 99.75 -20.78 -17.96 0.00 -1,188.84 0.00 1,188.84 3,780.32 1,890.16 5,669.08 2,838.75 30.00 -3.03 0.424 100.00 -20.69 -17.98 0.00 -1,184.35 0.00 1,184.35 3,774.52 1,887.26 5,651.59 2,829.99 30.16 -3.04 0.424 105.00 -19.46 -17.55 0.00 -1,094.47 0.00 1,094.47 3,658.46 1,829.23 5,307.39 2,657.64 33.44 -3.22 0.417 110.00 -18.27 -17.12 0.00 -1,006.74 0.00 1,006.74 3,542.40 1,771.20 4,974.00 2,490.70 36.92 -3.42 0.409 115.00 -17.11 -16.69 0.00 -921.15 0.00 921.15 3,426.34 1,713.17 4,651.43 2,329.17 40.60 -3.61 0.401 120.00 -15.99 -16.27 0.00 -837.68 0.00 837.68 3,310.28 1,655.14 4,339.68 2,173.06 44.48 -3.80 0.390 125.00 -14.90 -15.86 0.00 -756.32 0.00 756.32 3,194.22 1,597.11 4,038.74 2,022.37 48.56 -4.00 0.379 130.00 -13.85 -15.44 0.00 -677.04 0.00 677.04 3,078.16 1,539.08 3,748.61 1,877.09 52.85 -4.19 0.365 135.00 -12.82 -15.04 0.00 -599.82 0.00 599.82 2,962.10 1,481.05 3,469.30 1,737.23 57.35 -4.39 0.350 140.00 -11.84 -14.63 0.00 -524.63 0.00 524.63 2,846.04 1,423.02 3,200.80 1,602.78 62.04 -4.58 0.332 144.00 -11.09 -14.31 0.00 -466.11 0.00 466.11 2,753.19 1,376.60 2,993.79 1,499.12 65.95 -4.74 0.315 145.00 -10.81 -14.23 0.00 -451.80 0.00 451.80 2,729.98 1,364.99 2,943.12 1,473.75 66.94 -4.77 0.311 148.00 -10.00 -13.96 0.00 -409.12 0.00 409.12 1,529.33 764.67 1,661.09 831.78 69.97 -4.89 0.499 150.00 -9.73 -13.84 0.00 -381.20 0.00 381.20 1,510.28 755.14 1,612.25 807.32 72.04 -4.96 0.479 155.00 -9.11 -13.49 0.00 -312.01 0.00 312.01 1,461.58 730.79 1,492.19 747.20 77.38 -5.24 0.424 160.00 -8.53 -13.15 0.00 -244.57 0.00 244.57 1,401.56 700.78 1,365.61 683.82 83.00 -5.50 0.364 165.00 -7.99 -12.80 0.00 -178.83 0.00 178.83 1,335.24 667.62 1,238.79 620.32 88.87 -5.72 0.295 166.00 -6.01 -9.34 0.00 -166.04 0.00 166.04 1,321.98 660.99 1,214.17 607.99 90.07 -5.76 0.278 170.00 -5.62 -9.07 0.00 -128.68 0.00 128.68 1,268.92 634.46 1,118.15 559.91 94.96 -5.91 0.234 175.00 -5.15 -8.75 0.00 -83.31 0.00 83.31 1,202.60 601.30 1,003.69 502.59 101.23 -6.06 0.170 180.00 -3.03 -6.50 0.00 -39.58 0.00 39.58 1,136.28 568.14 895.41 448.37 107.62 -6.16 0.091 185.00 -2.68 -6.20 0.00 -7.08 0.00 7.08 1,069.96 534.98 793.31 397.24 114.10 -6.21 0.020 186.00 -0.24 -0.23 0.00 -0.89 0.00 0.89 1,056.70 528.35 773.63 387.39 115.40 -6.21 0.003 189.00 0.00 -0.20 0.00 -0.20 0.00 0.20 1,016.90 508.45 716.08 358.57 119.29 -6.21 0.001 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 5 Base Dia: 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) 0 200 7-20 15byATCIPLLC. 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Load Case: 1.21)+1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 470.40 2,004.32 0.00 0.00 10.00 461.13 1,967.87 0.00 0.00 15.00 451.86 1,931.42 0.00 0.00 20.00 442.59 1,894.97 0.00 0.00 25.00 433.32 1,858.52 0.00 0.00 30.00 424.41 1,822.07 0.00 0.00 35.00 433.82 1,785.62 0.00 0.00 40.00 440.62 1,749.17 0.00 0.00 45.00 445.28 1,712.72 0.00 0.00 46.25 110.55 422.48 0.00 0.00 50.00 342.27 2,403.71 0.00 0.00 53.00 273.99 1,893.44 0.00 0.00 55.00 182.40 664.51 0.00 0.00 60.00 459.55 1,635.77 0.00 0.00 65.00 458.61 1,599.32 0.00 0.00 70.00 456.61 1,562.87 0.00 0.00 75.00 453.64 1,526.42 0.00 0.00 80.00 449.81 1,489.97 0.00 0.00 85.00 445.17 1,453.52 0.00 0.00 90.00 439.80 1,417.07 0.00 0.00 94.50 390.37 1,244.20 0.00 0.00 95.00 43.80 243.50 0.00 0.00 99.75 415.40 2,279.13 0.00 0.00 100.0 21.55 60.45 0.00 0.00 105.0 430.12 1,192.19 0.00 0.00 110.0 422.42 1,160.30 0.00 0.00 115.0 414.20 1,128.40 0.00 0.00 120.0 405.48 1,096.51 0.00 0.00 125.0 396.29 1,064.62 0.00 0.00 130.0 386.65 1,032.72 0.00 0.00 135.0 376.58 1,000.83 0.00 0.00 140.0 366.11 968.93 0.00 0.00 144.0 284.80 752.18 0.00 0.00 145.0 71.18 273.19 0.00 0.00 148.0 211.28 807.53 0.00 0.00 150.0 138.45 238.45 0.00 0.00 155.0 339.01 583.37 0.00 0.00 160.0 327.13 565.15 0.00 0.00 165.0 314.92 546.92 0.00 0.00 166.0 3,256.06 2,293.12 0.00 0.00 170.0 240.69 398.27 0.00 0.00 175.0 289.55 481.43 0.00 0.00 180.0 2,014.44 2,338.23 0.00 0.00 185.0 262.98 383.06 0.00 0.00 186.0 5,670.33 3,071.66 0.00 0.00 189.0 200.38 260.95 0.00 204.17 Totals: 25,765.99 58,261.06 0.00 204.17 Pole : 371771 Code: ANSI1TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2075 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 4 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) 02007-2015byATCIPLLC. 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Load Case: 1.2D+1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor:1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz gzGh Orientation EPAa Ecc Ecc FX Y z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 166.0 Round Sector Frame 3 27.779 30.556 0.75 0.75 24.30 0.000 0.000 1,188.03 0.00 0.00 1,080.00 166.0 800MHz RRH w/Type 1 3 27.779 30.556 0.67 0.80 2.96 0.000 0.000 144.65 0.00 0.00 230.40 166.0 Alcatel-Lucent 1900 3 27.779 30.556 0.67 0.80 3.73 0.000 0.000 182.39 0.00 0.00 216.00 166.0 Alcatel TD-RRH8x20-2 3 27.779 30.556 0.67 0.80 6.51 0.000 0.000 318.39 0.00 0.00 252.00 166.0 RFS APXVTM14-ALU- 3 27.779 30.556 0.78 0.80 11.87 0.000 0.000 580.25 0.00 0.00 202.32 166.0 RFS APXVSPP18-C- 3 27.779 30.556 0.83 0.80 15.98 0.000 0.000 781.06 0.00 0.00 205.20 180.0 Andrew ATM200-A20 6 28.429 31.272 0.50 0.80 0.29 0.000 0.000 14.41 0.00 0.00 3.60 180.0 Andrew HBX-6516DS- 6 28.429 31.272 0.80 0.80 12.75 0.000 0.000 637.88 0.00 0.00 71.42 180.0 Round Low Profile PI 1 28.429 31.272 1.00 1.00 21.70 0.000 0.000 1,085.74 0.00 0.00 1,800.00 186.0 Ericsson RRUS-11 6 28.696 31.566 0.67 0.80 12.19 0.000 0.000 615.59 0.00 0.00 396.00 186.0 Andrew SBNH- 9 28.696 31.566 0.84 0.80 69.25 0.000 0.000 3,497.45 0.00 0.00 618.84 186.0 Flat Low Profile Pla 1 28.696 31.566 1.00 1.00 26.10 0.000 0.000 1,318.19 0.00 0.00 1,800.00 186.0 Powerwave TT08- 6 28.696 31.566 0.50 0.80 2.21 0.000 0.000 111.52 0.00 0.00 158.40 186.0 Raycap DC6-48-60-18- 1 28.696 31.566 1.00 0.80 1.52 0.000 0.000 76.77 0.00 0.00 24.00 190.0 Liqhtninq Rod 1 29.001 31.901 1.00 1.00 1.00 0.000 3.000 51.04 0.00 204.17 90.00 10,603.39 7,148.18 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/2812015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 3 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (intft) ©2007-2015byATCIPLLC. 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Load Case: 1.213+1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Ap EPAs Force X Load Ice Loaa (ft) Description Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (Ib) (lb) (lb) 0.00 1.00 0.70 17.024 18.72 408.14 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 17.024 18.72 400.18 0.650 0.000 5.00 24.153 15.70 470.4 0.0 1,833.4 10.00 1.00 0.70 17.024 18.72 392.21 0.650 0.000 5.00 23.677 15.39 461.1 0.0 1,797.0 15.00 1.00 0.70 17.024 18.72 384.25 0.650 0.000 5.00 23.201 15.08 451.9 0.0 1,760.5 20.00 1.00 0.70 17.024 18.72 376.28 0.650 0.000 5.00 22.725 14.77 442.6 0.0 1,724.1 25.00 1.00 0.70 17.024 18.72 368.32 0.650 0.000 5.00 22.249 14.46 433.3 0.0 1,687.6 30.00 1.00 0.70 17.038 18.74 360.51 0.650 0.000 5.00 21.773 14.15 424.4 0.0 1,651.2 35.00 1.00 0.73 17.806 19.58 360.39 0.650 0.000 5.00 21.298 13.84 433.8 0.0 1,614.7 40.00 1.00 0.76 18.498 20.34 359.03 0.650 0.000 5.00 20.822 13.53 440.6 0.0 1,578.3 45.00 1.00 0.78 19.131 21.04 356.67 0.650 0.000 5.00 20.346 13.22 445.3 0.0 1,541.8 46.25 Bot-Section 2 1.00 0.79 19.281 21.21 355.95 0.650 0.000 1.25 5.012 3.26 110.6 0.0 379.8 50.00 1.00 0.81 19.716 21.68 353.51 0.650 0.000 3.75 15.175 9.86 342.3 0.0 2,275.5 53.00 Top-Section 1 1.00 0.82 20.047 22.05 351.28 0.650 0.000 3.00 11.947 7.77 274.0 0.0 1,790.9 55.00 1.00 0.83 20.260 22.28 357.39 0.650 0.000 2.00 7.870 5.12 182.4 0.0 596.2 60.00 1.00 0.85 20.770 22.84 353.07 0.650 0.000 5.00 19.341 12.57 459.6 0.0 1,464.9 65.00 1.00 0.87 21.250 23.37 348.23 0.650 0.000 5.00 18.865 12.26 458.6 0.0 1,428.4 70.00 1.00 0.89 21.705 23.87 342.94 0.650 0.000 5.00 18.389 11.95 456.6 0.0 1,392.0 75.00 1.00 0.91 22.137 24.35 337.26 0.650 0.000 5.00 17.913 11.64 453.6 0.0 1,355.5 80.00 1.00 0.92 22.549 24.80 331.21 0.650 0.000 5.00 17.437 11.33 449.8 0.0 1,319.1 85.00 1.00 0.94 22.943 25.23 324.85 0.650 0.000 5.00 16.961 11.02 445.2 0.0 1,282.6 90.00 1.00 0.95 23.321 25.65 318.19 0.650 0.000 5.00 16.485 10.72 439.8 0.0 1,246.2 94.50 Bot-Section 3 1.00 0.97 23.648 26.01 311.97 0.650 0.000 4.50 14.429 9.38 390.4 0.0 1,090.4 95.00 1.00 0.97 23.684 26.05 311.26 0.650 0.000 0.50 1.616 1.05 43.8 0.0 226.4 99.75 Top-Section 2 1.00 0.98 24.017 26.41 304.45 0.650 0.000 4.75 15.119 9.83 415.4 0.0 2,116.8 100.0 1.00 0.98 24.034 26.43 311.45 0.650 0.000 0.25 0.784 0.51 21.6 0.0 51.9 105.0 1.00 1.00 24.371 26.80 304.10 0.650 0.000 5.00 15.427 10.03 430.1 0.0 1,021.3 110.0 1.00 1.01 24.697 27.16 296.53 0.650 0.000 5.00 14.951 9.72 422.4 0.0 989.4 115.0 1.00 1.02 25.013 27.51 288.77 0.650 0.000 5.00 14.475 9.41 414.2 0.0 957.5 120.0 1.00 1.04 25.319 27.85 280.81 0.650 0.000 5.00 13.999 9.10 405.5 0.0 925.6 125.0 1.00 1.05 25.616 28.17 272.69 0.650 0.000 5.00 13.523 8.79 396.3 0.0 893.7 130.0 1.00 1.06 25.905 28.49 264.39 0.650 0.000 5.00 13.047 8.48 386.7 0.0 861.8 135.0 1.00 1.07 26.185 28.80 255.95 0.650 0.000 5.00 12.571 8.17 376.6 0.0 829.9 140.0 1.00 1.08 26.459 29.10 247.35 0.650 0.000 5.00 12.095 7.86 366.1 0.0 798.1 144.0 Bot-Section 4 1.00 1.09 26.673 29.34 240.37 0.650 0.000 4.00 9.333 6.07 284.8 0.0 615.5 145.0 1.00 1.09 26.726 29.39 238.61 0.650 0.000 1.00 2.328 1.51 71.2 0.0 239.0 148.0 Top-Section 3 1.00 1.10 26.882 29.57 233.31 0.650 0.000 3.00 6.870 4.47 211.3 0.0 705.0 150.0 1.00 1.11 26.986 29.68 234.20 0.650 0.000 2.00 4.485 2.92 138.5 0.0 170.1 155.0 1.00 1.12 27.240 29.96 225.22 0.650 0.000 5.00 10.879 7.07 339.0 0.0 412.5 160.0 1.00 1.13 27.488 30.23 216.13 0.650 0.000 5.00 10.403 6.76 327.1 0.0 394.3 165.0 1.00 1.14 27.731 30.50 206.91 0.650 0.000 5.00 9.927 6.45 314.9 0.0 376.0 166.0 Appertunance(s) 1.00 1.14 27.779 30.55 205.06 0.650 0.000 1.00 1.928 1.25 61.3 0.0 73.0 170.0 1.00 1.15 27.968 30.76 197.59 0.650 0.000 4.00 7.523 4.89 240.7 0.0 284.8 175.0 1.00 1.16 28.201 31.02 188.16 0.650 0.000 5.00 8.975 5.83 289.5 0.0 339.6 180.0 Appertunance(s) 1.00 1.16 28.429 31.27 178.63 0.650 0.000 5.00 8.499 5.52 276.4 0.0 321.4 185.0 1.00 1.17 28.652 31.51 168.99 0.650 0.000 5.00 8.023 5.21 263.0 0.0 303.1 186.0 Appertunance(s) 1.00 1.18 28.696 31.56 167.06 0.650 0.000 1.00 1.547 1.01 50.8 0.0 58.4 189.0 Appertunance(s) 1.00 1.18 28.828 31.71 161.22 0.650 0.000 3.00 4.528 2.94 149.3 0.0 171.0 Totals: 189.00 15,162.6 0.0 44,946.6 Pole : 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 2 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) 0 2007-2015byATC1PLLC. 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Segment Properties (Max Len : 5ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t Fy S Weight (ft) Description (in) (in) (in^2) (in^4) Ratio Ratio (ksi) (in3) (Ib) 0.00 0.5000 57.650 90.694 37,425.1 18.92 115.30 79.1 1278. 0.0 5.00 0.5000 56.525 88.908 35,258.2 18.52 113.05 79.6 1228. 1,527.9 10.00 0.5000 55.400 87.123 33,176.6 18.13 110.80 80.1 1179. 1,497.5 15.00 0.5000 54.275 85.338 31,178.5 17.73 108.55 80.5 1131. 1,467.1 20.00 0.5000 53.150 83.553 29,262.4 17.33 106.30 81.0 1084. 1,436.7 25.00 0.5000 52.025 81.767 27,426.4 16.94 104.05 81.5 1038. 1,406.4 30.00 0.5000 50.900 79.982 25,668.8 16.54 101.80 81.9 993.3 1,376.0 35.00 0.5000 49.775 78.197 23,988.0 16.14 99.55 82.4 949.2 1,345.6 40.00 0.5000 48.650 76.411 22,382.2 15.75 97.30 82.6 906.2 1,315.2 45.00 0.5000 47.525 74.626 20,849.8 15.35 95.05 82.6 864.1 1,284.9 46.25 Bot-Section 2 0.5000 47.244 74.180 20,477.9 15.25 94.49 82.6 853.7 316.5 50.00 0.5000 46.400 72.841 19,388.9 14.95 92.80 82.6 823.0 1,896.3 53.00 Top-Section 1 0.5000 46.725 73.356 19,803.6 15.07 93.45 82.6 834.8 1,492.4 55.00 0.5000 46.275 72.642 19,230.9 14.91 92.55 82.6 818.5 496.8 60.00 0.5000 45.150 70.857 17,847.6 14.51 90.30 82.6 778.6 1,220.7 65.00 0.5000 44.025 69.072 16,532.2 14.11 88.05 82.6 739.6 1,190.4 70.00 0.5000 42.900 67.286 15,283.1 13.72 85.80 82.6 701.7 1,160.0 75.00 0.5000 41.775 65.501 14,098.6 13.32 83.55 82.6 664.7 1,129.6 80.00 0.5000 40.650 63.716 12,976.9 12.92 81.30 82.6 628.8 1,099.2 85.00 0.5000 39.525 61.930 11,916.3 12.53 79.05 82.6 593.8 1,068.9 90.00 0.5000 38.400 60.145 10,915.2 12.13 76.80 82.6 559.9 1,038.5 94.50 Bot-Section 3 0.5000 37.388 58.538 10,063.6 11.77 74.78 82.6 530.2 908.7 95.00 0.5000 37.275 58.360 9,971.8 11.73 74.55 82.6 526.9 188.7 99.75 Top-Section 2 0.4375 37.081 50.883 8,632.2 13.53 84.76 82.6 458.5 1,764.0 100.0 0.4375 37.025 50.804 8,592.5 13.51 84.63 82.6 457.1 43.3 105.0 0.4375 35.900 49.242 7,824.0 13.06 82.06 82.6 429.3 851.1 110.0 0.4375 34.775 47.680 7,102.8 12.60 79.49 82.6 402.3 824.5 115.0 0.4375 33.650 46.118 6,427.3 12.15 76.91 82.6 376.2 797.9 120.0 0.4375 32.525 44.556 5,796.0 11.70 74.34 82.6 351.0 771.4 125.0 0.4375 31.400 42.994 5,207.5 11.24 71.77 82.6 326.6 744.8 130.0 0.4375 30.275 41.432 4,660.3 10.79 69.20 82.6 303.2 718.2 135.0 0.4375 29.150 39.869 4,152.7 10.34 66.63 82.6 280.6 691.6 140.0 0.4375 28.025 38.307 3,683.5 9.88 64.06 82.6 258.9 665.0 144.0 Bot-Section 4 0.4375 27.125 37.058 3,334.6 9.52 62.00 82.6 242.1 512.9 145.0 0.4375 26.900 36.745 3,251.0 9.43 61.49 82.6 238.0 199.2 148.0 Top-Section 3 0.2500 26.725 21.007 1,860.3 17.44 106.90 80.9 137.1 587.5 150.0 0.2500 26.275 20.650 1,767.1 17.12 105.10 81.3 132.5 141.8 155.0 0.2500 25.150 19.757 1,547.7 16.33 100.60 82.2 121.2 343.7 160.0 0.2500 24.025 18.865 1,347.2 15.53 96.10 82.6 110.4 328.6 165.0 0.2500 22.900 17.972 1,164.9 14.74 91.60 82.6 100.2 313.4 166.0 0.2500 22.675 17.794 1,130.5 14.58 90.70 82.6 98.2 60.9 170.0 0.2500 21.775 17.079 999.8 13.95 87.10 82.6 90.4 237.3 175.0 0.2500 20.650 16.187 851.1 13.15 82.60 82.6 81.2 283.0 180.0 0.2500 19.525 15.294 717.9 12.36 78.10 82.6 72.4 267.8 185.0 0.2500 18.400 14.402 599.4 11.57 73.60 82.6 64.2 252.6 186.0 0.2500 18.175 14.223 577.4 11.41 72.70 82.6 62.6 48.7 189.0 0.2500 17.500 13.687 514.6 10.93 70.00 82.6 57.9 142.5 37,455.5 Pole: 371771 Code: ANSI/TIA-222 Rev G Y Location: Northampton MA,MA Struct Class : II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 1 Base Dia : 57.65 (in) Topographic Category: 1 Top Dia : 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (in/ft) 0 2007-2015byATCIPLLC. All rights reserved. Shaft Section Properties Slip Bottom I Top Sect Length Thick Fy Joint Joint Weight Dia Bev Area Ix W/t D/t Dia Bev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (lb) (in) (ft) (sqin) (in^4) Ratio Ratio (in) (ft) (sqin) (in^4) Ratio Ratio (in/ft) 1-18 53.000 0.5000 65 0.00 14,650 57.65 0.00 90.69 37425.1 18.92 115.30 45.72 53.00 71.77 18546.0 14.71 91.45 0.225000 2-18 53.500 0.5000 65 Slip 81.00 12,054 48.24 46.25 75.77 21820.4 15.60 96.49 36.20 99.75 56.66 9127.4 11.36 72.41 0.225000 3-18 53.500 0.4375 65 Slip 63.00 8,040 38.26 94.50 52.52 9494.2 14.01 87.46 26.22 148.00 35.81 3008.5 9.16 59.94 0.225000 4-18 45.000 0.2500 65 Slip 48.00 2,711 27.62 144.00 21.72 2056.6 18.07 110.50 17.50 189.00 13.69 514.6 10.93 70.00 0.225000 Shaft Weight 37,456 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (st) Factor (lb) (sf) Factor (ft) (ft) 190.00 Lightning Rod 1 75.00 1.000 1.00 253.60 1.952 1.00 0.000 3.000 186.00 Andrew SBNH-1 D8586C 9 57.30 11.450 0.84 440.46 13.728 0.84 0.000 0.000 186.00 Ericsson RRUS-11 6 55.00 3.790 0.67 209.75 4.899 0.67 0.000 0.000 186.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2,384.45 52.163 1.00 0.000 0.000 186.00 Powerwave TT08-19DB1 11- 6 22.00 0.920 0.50 76.71 1.383 0.50 0.000 0.000 186.00 Raycap DC6-48-60-18-8F 1 20.00 1.900 1.00 139.66 2.776 1.00 0.000 0.000 180.00 Andrew ATM200-A20 6 0.50 0.120 0.50 20.32 0.547 0.50 0.000 0.000 180.00 Andrew HBX-6516DS-T4M 6 9.92 3.320 0.80 138.57 4.612 0.80 0.000 0.000 180.00 Round Low Profile Platform 1 1500.00 21.700 1.00 2,381.55 47.823 1.00 0.000 0.000 166.00 800MHz RRH w/Type 1 Filter 3 64.00 1.840 0.67 164.98 3.044 0.67 0.000 0.000 166.00 Alcatel TD-RRH8x20-25 w/SS 3 70.00 4.050 0.67 197.56 5.844 0.67 0.000 0.000 166.00 Alcatel-Lucent 1900 MHz 3 60.00 2.320 0.67 198.34 3.254 0.67 0.000 0.000 166.00 RFS APXVSPPI8-C-A20 3 57.00 8.020 0.83 344.22 9.804 0.83 0.000 0.000 166.00 RFS APXVTM14-ALU-120 3 56.20 6.340 0.78 253.62 9.279 0.78 0.000 0.000 166.00 Round Sector Frame 3 300.00 14.400 0.75 796.46 36.741 0.75 0.000 0.000 Totals 55 5956.82 17,661.09 Number of Loadings : 15 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) (tt) Description (in) To Wind 0.00 186.00 (14)1 5/8"Coax 0.00 N 0.00 186.00 (1)1/4"Coax 0.00 N 0.00 186.00 (1)3"Coax 0.00 N 0.00 180.00 (12)1 5/8"Coax 0.00 N 0.00 180.00 (6)3/8"Coax 0.00 N 0.00 166.00 (4)1.25"Hybrid 0.00 N 185.000 _ . 1.00 175.000 __. ...,_._ ,.... . ------- 17a.aQa —.. 1s5.aaa _ ' , 1sQ.aaa . � t 155.000 _ - 130.000 125.000 ;,_. _ -;_. _,.__;... _.;..._..__.,_---- ..,__.,_ 120.DOG :___---- ___ '- �105.000 99.754 _. 94.500 90.000 , 8Q.Qaa 75.000 ; 85.040 55.000 40.aQ0 35.UQQ ____..... _. .._.. 30.000 —._ ;_.._ , 25.000 20.000 10.000 __ ____________ ;____-__ ______ __..._ 5.000 ___ ____._ ____- - Q.oaa ------ - 1.00 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 hiteraction 11.OD+1.OW 763.10 5.81 48.55 I Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) 0.00 0.000 0.000 189'-0'190'-0' 186'-0' 180'-0` 166'-0' 45'-0« 114`Thick (65 KSI) 148'-0' 48' 144-0' 51-6' 7116`Thick (65 KSI� 63' 189'-0" 94'-6' 53'-6' 112°Thick (65 KSI' 53'-0' 81' 46'-3° 5Y-O' 112'Thick (65 K5I) Job Information Pole : 371771 Code: ANSIITIA-222 Rev G Description: 189 ft Monopole Client: Sprint Nextel Struct Class : II Location: Northampton MA,MA Shape: 18 Sides Exposure : B : : 02007-2015byATCIPLLC. Alinghtsreserved. Height 189.00 (ft) Topo 1 Base Bev(ft): 0.00 Taper: 0.225001(in/ft) 189'-0`190,-0' 186'-0" Sections Properties 180'-0' Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (tt) Top Bottom (In) Type (in) (in/ft) (ksi) 166-0' 45'-0' 1 53.000 45.72 57.65 0.500 0.000 0.225000 65 1/4'Thick 2 53.500 36.20 48.24 0.500 Slip Joint 81.000 0.225000 65 (65KSI) 3 53.500 26.22 38.26 0.438 Slip Joint 63.000 0.225000 65 4 45.000 17.50 27.62 0.250 Slip Joint 48.000 0.225000 65 148'-0' Discrete Appurtenance JL Attach Force 144-0' ° Bev (ft) Bev (ft) Qty Description 190.000 193.000 1 Lightning Rod 186.000 186.000 1 Flat Low Profile Platform 186.000 186.000 9 Andrew SBNH-1D8585C 186.000 186.000 6 Ericsson RRUS-11 53'-6' 186.000 186.000 1 Raycap DC6-48-60-18-8F 7116'Thidc 186.000 186.000 6 Powerwave TT08-19DB111-001 (65 1) 180.000 180.000 1 Round Low Profile Platform 180.000 180.000 6 Andrew HBX-6516DS-T4M 180.000 180.000 6 Andrew ATM200-A20 166.000 166.000 3 RFS APXVSPPI8-C-A20 166.000 166.000 3 RFS APXVTM14-ALU-120 166.000 166.000 3 Alcatel TD-RRH8x20-25 w/SS 166.000 166.000 3 Alcatel-Lucent 1900 MHz 4x45 63' 189-0 166.000 166.000 3 800M Hz RRH w/Type 1 Filter 44'-6° 166.000 166.000 3 Round Sector Frame Linear Appurtenance Bev(ft) Exposed 53'-6' From To Description To Wind 1/2'Thick 0.000 166.0 1.25"Hybrid No (65 K50 0.000 180.0 1 5/8"Coax No 0.000 180.0 3/8"Coax No 0.000 186.0 1 5/8"Coax No 53'-0 0.000 186.0 114"Coax No 0.000 186.0 3"Coax No 81' 46-3° Load Cases 1.21)+1.6W 100.00 mph with No Ice 0.913+1.6W 100.00 m ph with No Ice(Reduced DL) 53'-0° 1.213+1.01)i+1.0Wi 40.00 mph with 1.00 in Radial Ice 1/2'TN& 1.0D+1.0W 60.00 mph Serviceability (65 KSI) Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 3417.24 25.83 58.23 0.9D+1.6W 3373.08 25.81 43.67 1.21)+1.ODi+1.OWi 652.74 4.87 88.79 A AMERICAN TOWER` C O 9 P O 9 A T 1 0 N Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222.Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com A Eng. Number 61991522 April 28, 2015 AMERICAN TOWER Page 3 C O R P O R A T I O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 43% Pass Shaft 50% Pass Base Plate 32% Pass Foundations o Reaction Component Reactions Original Design Analysis Reactions /o of Design Moment (Kips-Ft) 7,440.8 3,417.2 46% Shear(Kips) 49.5 25.8 52% The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Deflection (ft) Sway(Rotation) (°) 166.0 1.675 1 1.285 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com A Eng. Number 61991522 April 28, 2015 AMERICANTOWER` Page 2 C O R P O R A T I O N Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 6 Powerwave Allgon TT08-19DB111-001 48-60-18-8F (14)15/8"Coax 1 Raycap DC6- 186.0 186.0 1 Low Profile Platform (1)1/4"Coax AT&T Mobility 6 Ericsson 48-60- 9 Andrew SBNH-1D8585C (1)3"Coax 180.0 180.0 6 Andrew ATM200-A20 Low Profile Platform (12)15/8"Coax Metro PCS 6 Andrew HBX-6516DS-T4M (6)3/8"Coax Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount FRAD No loading considered as to be removed Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 Alcatel-Lucent 800MHz RRH w/Type 1 Notch Filter 166.0 166.0 3 Alcatel-Lucent 1900MHz 445 RRH Sector Frames (4)1.25"Hybrid Sprint Nextel 3 Alcatel TD-RRH8x20-25 w/Solar Shield 3 RFSAPXVTM14-ALU-120 3 RFS APXVSPPI8-C-A20 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com A Eng. Number 61991522 April 28, 2015 AMERICANTOWER* Page 1 G O R P O R A T 1 O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 189 ft monopole to reflect the change in loading by Sprint Nextel. Supporting Documents Tower Drawings Sabre Job#50075,dated September 29,2011 Foundation Drawing Sabre Job#50075,dated September 29,2011 Geotechnical Report Gifford Engineering Project#1130,dated June,2011 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 100 mph (3-Second Gust) Basic Wind Speed w/Ice: 40 mph(3-Second Gust)w/1" radial ice concurrent Code: ANSIITIA-222-G/2009 IBC/Massachusetts State Building Code,8th Ed. Structure Class: II Exposure Category: B Topographic Category: 1 Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering @americantower.com. Please include the American Tower site name,site number, and engineering number in the subject line for any questions. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com A Eng. Number 61991522 April 28, 2015 AMERICAN TOWER' C O R P O Il A T 1 0 N Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com Ak AMERICAN TOWER C O R P O R A T ! O N Structural Analysis Report Structure 189 ft Monopole ATC Site Name Northampton MA, MA ATC Site Number 371771 Engineering Number 61991522 Proposed Carrier Sprint Nextel Carrier Site Name Leeds Carrier Site Number BS25XCO84 Site Location 123 Haydenville Rd. Northampton, MA 01053-9753 42.35691, -72.68597 County Hampshire Date April 28, 2015 Max Usage 50% Reviewed by Bryan Lanier, PE Result Pass Structural Team Leader IL ZH OF Kyle Klabunde Structural Engineer I BRYAN K. IiTAUCT N NO.31 ♦ � Apr 30 2015 4:01 PM ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112-919-466-5414-www.americantower.com THIS LICENSE TO BE USED FOR A BUILDING PERMIT AT 123 HAYDENVILLE RD LEEDS MA SPRINT SITE # BS25XCO84 ONLY Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Super ISM' License-, CS-081072 PETER R. MORO,-` 49 5TH AVE EX p Bellingham MA 0201! n a--' , w Expiration Commissioner 0311$12016 INCLUDE CENTERLINE COMMUNICATIONS LLC ON PERMIT 95 Ryan Drive Raynham Ma. 02767 PH# 781 -713-4725 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 4/24/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: The Driscoll Agency, Inc. BONN Ext:7 1- 1- AX No:7 1- 1- 93 Longwater Circle E-MAIL P.O. Box 9120 ADDRESS jbd a-dri-sc Ilo aency.ccm__ _ ____ I Norwell MA 02061 INSURERUSAFFORDING COVERAGE NAIC# INSURERA:Starr Indemnity INSURED 8563 INSURER B:Liberty_Mutual fire Ins Co. Centerline Communications, LLC INSURERC:Chubb Indemnity m n 95 Ryan Drive,Suite 1 INSURERD:Endurance_American_Insurance_Compan _1718__ Raynham MA 02767 __. _ --- INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1726374399 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DDIYYYY MM/DDIYYYY A GENERAL LIABILITY Y 1000090137151 1/2015 /1/2016 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL_LIABILITY PREMISES Ea occurrence $50,000 _ CLAIMS-MADE OCCUR MED EXP(Any one person) $5,00_0 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X I PRO- LOC i $ B AUTOMOBILE LIABILITY Y AS6Z11261492015 1/1/2015 /1/2016 I IN Ea accident $1,000,000________ X _ ANY AUTO BODILY INJURY(Per person) $ --- ALL OWNED - _SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTO S NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS x AUTOS Per accident -_ $ D UMBRELLA LIAB X OCCUR Y ELD10004485801 1/1/2015 /1/2016 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED RETENTION$ $ C WORKERS COMPENSATION 0044727679 1/1/2015 /1/2016 X I`/`/CSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N _ TQR_Y LIMITS-L- ER ANY PROPRIETOR/PARTNER/EXECUTIVE L.E. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA ------"---"-"--"--------- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT $1,000,000 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) City Of Northampton are included as Additional Insureds for General Liability and Excess(Umbrella) Liability as required by a signed written contract or agreement with the Named Insured. CERTIFICATE HOLDER CANCELLATION 30 Days, except 10 for non-payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton MA 01060 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts 1 - -- Department of Industrial Accidents I Congress Street, Suite 100 Boston, MA 02114-2017 www mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses. TO BE FILED WITH THE PERMITTING AUTHORI'T'Y. Applicant information Please Print Legibly Business/Organization Name:Centerline Communications LLC Address:95 Ryan Drive Suite 1 City/State/Zip:Raynham, MA 02767 Phone #:781-713-4725 Are you an employer?Check the appropriate box: Business Type(required): 1.Q✓ I am a employer with 150 employees(full and/ 5. ❑Retail or part-time).* 6. E]Restaurant/Bar/Ealing Establishment 2.❑ 1 am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl real estate,auto,etc.) employees working for me in any capacity. g Non-profit [No workers'comp, insurance required] 3-❑ We are a corporation and its officers have exercised 9. ❑ Entertainment their right of exemption per c, 152,§1(4),and we have 10.❑ Manufacturing no employees. [No workers'comp. insurance required]* 4.❑ We are a non-profit organization,staffed by volunteers, I I.❑ Health Care with no employees. [No workers' comp. insurance req.] 12.[D Other Telecom *Any applicant that checks box 41 must also till out the section below showing their workers'coropeosation policy information **If the corporate officers have exempted themselves,but the corporation has ether employees,a workers'compensation policy is required and such an organization should check box of 1. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information. Insurance Company Name:Chubb Insurance Insurer's Address: 15 Mountain View Road City/State/Zip, Warren, NJ 07059 Policy#or Self-ins. Lic.# 004 4727679 Expiration Date:01/01/2016 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGI.c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500 00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a line of up to$250.00 a day against the violator Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance rage verification, 1 do hereby ceWy, ndjrrthepains td, enaldes of perjury that the information provide ba is and correct. Si nature: Date: r Phone# Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City(Fown Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mass.gov/dia Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, I kmnG4��V� as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury, Print Name <' Signature of Owo6r nt Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction}Superviso�r:/ Not Applicable ❑ Name of License Holder: \�' / tU� J`0 107 License Number 91, y"A-C SCI u i lu Address Expiration Date Signature Telephone SECTION 13-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152,§25C(6)) -T Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: r , Not Applicable ❑ Name(Registrant): ' - Ll 1;7 01 -J � Registration Number Address (3 3Y Expiration Date Signature Telephone `f 9.2 Registered Professional Engineer(s): g clan Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor `"eal'Aec-^0 Not Applicable ❑ Company Name: C-e,A.n lvce Comm uw y-a 5 Responsible In Charge of Construction URatkQvVk A4 CY76-1 Addre Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 1(�i (I C'Q04-1f- -A-)o l L,Clri_ Frontage Setbacks Front Side L -- — R:- L: _ R: Rear 1 j-4 Building Height 4 Bldg. Square Footage % Open Space Footage / _ % � (Lot area minus bldg&paved �'�/ parking) /� #of Parkin Spaces A-41-4 J/ . Fill: (volume&Location) _ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? (eg NO ® DON'T KNOW y° YES le IF YES: enter Book Page and/or Document# j) Uj �041 i B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained ® , Date Issued: C. Do any signs exist on the property? YES c' NO 0 IF YES, describe size, type and location: On � (�cwwax\c,\t, cc '�� S�V\ !� D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. \An C10 11�l11r i""l • Of Proposed Work: a \6vlon 6�-)v�ko -Wnle, SECTION 5-USE GROUP AND CONSTRUCTION TYPE ( 4 USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B efg F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 513 ❑ U Utility Specify: f G�eavm(At vat(m c, M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Uf-J%kk Proposed Use Group: (c'CGwtK^L j\t(c;hc?(i'C�> Existing Hazard Index 780 CMR 34): A 6 Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 St _ 1 St 2nd 2nd 3d ... 3rd 4th 4m Total Area(sf) �� i Total Proposed New Construction(sf) r a � i1Y> ray La�t-Avck Total Height(ft) 1 �'�,h1S1G( Total Height ft 1 � f t!, tO 7.Water Supply(M.G.L.c.40,§54) 7.1 Fl000 Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ 1'"l� Zone ILIA Outside Flood Zone❑ Municipal ❑ On site disposal system❑ Versionl.7 Commercial Building Permit May 15,2000 kiCf> erit use only, City of Northampton star Of V 9 Department Cam . Main Street MN Zoom 100 2p15 wtrfi � Noy pton, MA 01060 TWO,SOO Of, tructun hone 413- 87-1240 Fax 413-587-1272 Electric, Plumbing&Gas inspections ( _ Northam to APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office ,Q`'� rL;�C� �dG�cl Map Lot Unit L{-e(�F� ,/�'+1 Zone Overlay District np,, i V - _ Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: a>ec�CCtvlTexu �c� _ II Ir; �Iv Address: Aw' o el �RJ - Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: r� ' ►ln!'� (��l��t'1(�. 4r'��`�h ��5(J�� � ���/1��14+W1��Ci�'/ Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total= (1 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date ENTERUNE CONMVNtrF4T0O N! May 14, 2015 Building Department Puchalski Municipal Building 212 Main St. Northampton, MA 01060 RE: Building Permit Fee—123 Haydenville Road Mr. Miller: Enclosed is the Building permit fee for the Sprint wireless collocation on the existing tower at 123 Haydenville Road. Please mail any issued permit to my attention at the address below. Tim Whalen 95 Ryan Drive; Suite 1 Raynham, MA 02767 If you have any questions I am available at(781) 375-8318 or twhalen @clinellc.com Thanks, Tim Whalen File#BP-2015-1120 APPLICANT/CONTACT PERSON CENTERLINE COMMUNICATIONS ADDRESS/PHONE 95 RYAN DR SUITE I RAY14AM02767(508)989-1510 Q PROPERTY LOCATION 123 HAYDENVILLE RD MAP 11 PARCEL 002 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 4 4t Building Permit Filled out Fee Paid Typeof Construction: ADD 3 SPRINT 3 PANEL ANTENNAS 6 RADIOHEADS&3 HYBRID TRUNKS New Construction Non Structural interior renovations Addition to Existing Accessary Structure Building Plans Included: Owner/Statement or License 081072 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ��'' Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 123 HAYDENVILLE RD BP-2015-1120 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 11 -002 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: ANTENNAS BUILDING PERMIT Permit# BP-2015-1120 Project# JS-2015-002118 Est. Cost: $50000.00 Fee: $300.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: CENTERLINE COMMUNICATIONS 081072 Lot Size(sq. ft.): 7932711.60 Owner: NORTHAMPTON CITY OF SMITH SCHOOL Zoning: Applicant.• CENTERLINE COMMUNICATIONS AT: 123 HAYDENVILLE RD Applicant Address: Phone: Insurance: 95 RYAN DR SUITE 1 (508) 989-1510 () WC RAYHAMMA02767 ISSUED ON.512612015 0:00:00 TO PERFORM THE FOLLOWING WORK.-ADD 3 SPRINT 3 PANEL ANTENNAS, 6 RADIOHEADS & 3 HYBRID TRUNKS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 5/26/2015 0:00:00 $300.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner