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05-001 (18) • THIRD PARTY BILL OF MATERIALS (B.O.M) • CONCRETE PAD 0 0 0 At /2 BCW SITE NAME> HOBART II I SITE NO.> BS33XC084 I AE FIRM> URSGWC (BURIED GROUND RING) I TEM DESCRIPTION AS SHOWN ON QUANTITY LENGTH TOTAL LENGTH • DRAWING (each) (feet each) (feet ordered) COMPRESSION 1 f ANTENNAS: ONNECTOR (TYP.) `• 1 GPS: LUCENT #407517689 STEEL SUPPORT FRAME 1 SECTOR 1: DECIBEL DB980H90E -M N/A N/A I♦ SECTOR 2: DECIBEL 980H65T3E -M 2 N/A N/A S.S. NUT PPC =121.11 SECTOR 3: DECIBEL DB980H65E -M 2 2 (1 OF 2) CABINET � • Sector antennas t0 have tilt mounting brackets • ma Bxc 60Ec ms • • ao�" • �� and heavy duty clamps ELI CLEAR HEAT 1 ` 1 /8" 1 /4" • PO R • • BATTERY • • POSER • ' MIA CABINET WASHER SHRINK MIN. [MIN. I MIN. Au CABINET BACKUP =.. CARNET r a �. 2 JUMPER CABLES: __ =-.7.... 0Y1 ` _ - � 1/2" DIA. CABLE (CABLEWAVE FLC 12 -50J) 6 6 36 LF (SEE NOTE 1) • GROUND ROD 0Y l I l �€ -- ' �OI��I� WITH THE FOLLOWING CONNECTORS: 111 III I r LJ ∎_�� � imlr!��� MALE 7/16" "DIN" ( CABLEWAVE #815414006B 6 N/A N/A INSTALLED BY SUPPLIER) =_ =, �� t MALE "N" ( CABLEWAVE #815458004P 6 4 24 LF /2 AWC WIRE (IYP.) - INSTALLED BY SUPPLIER) • ' ∎ =p _� 3 MAIN CABLES: Em• . -• • 1/2" DIA. COAXIAL (CABLEWAVE FLC 12 -50J) 1 100 LF DO NOT tM R � ti 7/8" DIA. COAXIAL (CABLEWAVE FLC 78 -50J) N/A CUT TO N/A COPPER BUSS DISCONNECT CLEAR HEAT SHRINK 1 - 1 /4" DIA. COAXIAL ( CABLEWAVE FLC 1 14 - 50J) N/A LENGTH N/A IN S.S. WASHER LOCI< ASH R LABEL 1 -5/8" DIA COAXIAL (CABLEWAVE FLC 158 -50J) 6 FIELD 1140 LF ± NOTE: 2 -1/4" DIA. COAXIAL (CABLEWAVE FLC 214 -50J) N/A N/A S.S. BOLT 1. FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION (1 OF 2) DO NOT DISCONNECT TAG 16000 & SSLP REQUIREMENT. 4 GROUNDING KITS AS REQUIRED BY ITEM 2.7 2. ENLARGED MIGB IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED 1/2" COAX STD. LENGTH (CABLEWAVE 915870 - 017) N/A N/A N/A OF ENGINEERING LETTER 01 CONDUCTORS TO THE BAR. 60" LENGTH ( CABLEWAVE 916198) 3 N/A N/A 3. LOCATION OF THE MIGB'S TO BE DETERMINED IN FIELD AND MAY BE 7/8" COAX STD. LENGTH ( CABLEWAVE 915870 - 019) N/A N/A N/A LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE AND PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATIONS. 60" LENGTH ( CABLEWAVE 916199) N/A N/A N/A 4. SEE SHEET E - FOR ORIENTATION. 1 1/4" COAX STD. LENGTH (CABLEWAVE 915870 - 021) N/A N/A N/A t ALL HARDWARE 18 - 8 STAINLESS STEEL INCLUDING LOCK WASHERS. 60" LENGTH (CABLEWAVE 916200) N/A N/A N/A COAT ALL SURFACES WITH KOPR SHEILD BEFORE MATING. 1 5/8" COAX STD. LENGTH (CABLEWAVE 915870 - 022) N/A N/A N/A 2) FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER LENGTH CABLEWAVE 916201 BETWEEN LUG AND STEEL COAT ALL SURFACES WITH KOPR- SHEILD. 60" L ( 916201) 18 N/A N/A 2 1/4" COAX STD. LENGTH (CABLEWAVE 915870 -023) N/A N/A N/A 60" LENGTH (CABLEWAVE 916202) N/A N/A N/A e GENERAL LUG DETAIL ® GROUNDING - EOUIPMENT ON SLAB ON GRADE 5 CONNECTORS, UNATTACHED FOR GPS & MAIN CABLES: SCALE NTS SCALE: NTS MALE "N" 1/2" ( CABLEWAVE #734803 2 N/A N/A MALE 7/16 DIN 1/2" (CABLEWAVE #7 2 N/A N/A FEMALE "N" 1/2" (CABLEWAVE #734806) N/A N/A N/A FEMALE "N" 7/6" (CABLEWAVE #734837) N/A N/A N/A FEMALE "N" 1 -1/4" ( CABLEWAVE #734839) N/A N/A N/A FEMALE "N" 1 -5/8" ( CABLEWAVE #738863) 12 N/A N/A FEMALE "N" 2 -1/4" CABLEWAVE # #734949) N/A N/A N/A 6 TOWER, INCLUDING ALL ACCESSORIES AS N/A N/A N/A REQUIRED BY THE SPRINT TOWER SPECIFICATION FINISHED GRADE 7 PPC MINI, IN LINE TYPE, MANUFACTURED BY NORTHERN 1 N/A N/A j vim \/ /C >� TECHNOLOGIES: BACKFlLL W /SUITABLE \\ � \, , MATERIAL COMPACTED TO � '• T , '' 8 ACCA (ENHANCED) 1 N/A N/A 95X MAXIMUM DENSITY (ASTM D 1557) CABLE WARNING 9 EQUIPMENT PLATFORM N/A N/A N/A TAPE (RED) 0 12" BELOW GRADE 42" MIN. • 10 EQUIPMENT PLATFORM - SEE DETAIL 3/S - 1 AND 4/S - 1 1 N/A N/A COVER t MIGBE NATURAL CLAY SEE DETAIL @ • 11 GPS MOUNTING BRACKET -SEE DETAIL 1/S -1 1 N/A N/A 30" (MAX.) GROUND RING CABLE (SEE • 12 CONCRETE SLAB (POURED IN PLACE - SEE DETAIL 3/S - 2) 1 N/A N/A SITE PLAN FOR ROUTING) _ / I E ,r • 13 PPC MINI MOUNTING FRAME - SEE DETAIL 2/S - 1 1 N/A N/A GROUND Roo GPS COAX CABLE 1 N #2 • AWG WIRE TO SUPPLEMENTARY • 14 6 PAIR, SHIELDED, TELEPHONE CABLE 22 AWG 1 N/A 80 LF GROUND CABLE • 15 FOR CO- LOCATED TOWERS- ANTENNA MOUNT N/A N/A N/A ANTENNA COAX CABLES COAX GROUND KIT SEE DETAILS 1/S -2 AND 2/S -2 (ONLY TWO SHOWN FOR (TYP) SEE DETAIL • 16 FOR CO LOCATED TOWERS-GPS MOUNTING FRAME 1 N/A N/A 1:14.1116: CADWELD CONNECTION CLARITY) 1. WHERE DUSTING UTIUTIES ARE UKELY TO BE ENCOUNTERED, CONTRACTOR SHALL HAND DIG AND PROTECT EXISTING UTIUTIES. 17 XIT RODS (K2 - 10CS) N/A N/A N/A 4 • = TO BE SUPPLIED BY CONTRACTOR ANT. CABLE GROUNDING AT ® EGR DETAL ® REAR OF ENHANCED MINICELL r SCALE NT SCALE: NTS UIIS Feiner Woodward C/ytle HOBART n - S PCS --.A._ Sprint PCS A -ES 500 ENTERPRISE DRIVE NORTHAMPTON, MA. 1053 HARTFORD MTA A wan. RELIED F a .O a At ELECTRICAL DETAILS AND BILL OF MATERIALS ROCKY FILL, CONNECTICUT SITE NO. 8S33XC084 N0. OM °" °"° JOB M0 ' p """ RUINER "" 14880)- s—.• As "and I,v„m ow 1 OM AR F301772.28/F04 E -4 1 NOMINAL CABLE CABLEWAVE MANUF. MIN. CABLE SZE TYPE CAB 1WOER BEND RADIUS NUMBER 71'P NUMBER EXISTING 1 1 1 /2' B10918 -001 915659 5' WATER BURNDY LE 1 7/8 810921 -001 915660 10' SERVIT SU ' ~ 1 1/4' 810916 -001 915594 15' 1 - mb AWG BC ( PLACES) I NWL 1 1 1 5/8' 1310920 -001 915661 20' SUPPORT POSE + BRACKET FOR 27' I I % % x X %• CHANNEL (3 -97 PART 1802225 (PIROO I I I% X X• • INC OR EQUAL) CUT POST LENGTH TO ■ 1 I 1lNl_I_I_I 1 F 1 � % % )♦ X X X X X• ` SUR BY REMOVING UNCAPPED END 1 —r ; I • 27 ICE BRIDGE 3 -9' CHANNEL •10' II I I • HMO 1 � 7 PART / 124470 (PIROD INC. OR 3'.1 -5 - 1 I III 2 �� um 1 11 EQUAL) CUT ICE BRIDGE CHANNEL h401 1 4 WELDING R LENGTH TO SUIT (SEE NOTE) C ABL E W/ HNGER BRKET TYPE ACCL SLEEVES ON LEVEL CHANNEL/27' BRIDGE PARE ' I 1 6 AWG BCW EACH END /802257 (PIROD INC OR EQUAL) � _ i:= I i . EXOTHERMIC */ DESIGNED FO MAXIMUY C ABLE SPAN 3' -0" TYP I _ _ ..�/ I 1 _ WEL CAB LE TO PIPE IT _ I 1 � I) I I EMI . 1 MINIM DISTAN BRAID TO PIPE CONNECTOR BETWEE ACCA I 1 COMMON PORT CONNECTO' BURNDY TYPE GAR AND COAX 117111•11% ill SEE TABLE ABOVE A �II A' TERMINATIONS ..-.Ti FIN. GRAD _. PCS / ANTENNA X... l r 15 15' T.,.J. *'��',; ` � — WATER TANK LEG N. BY CONTRACTOR. il #2 AWG BCW WA #2 AWG BCW ACCA SUPPORT III NN CABLE WIN BRACKET ELEVATION BENOING RADIUS — ` PER NNUFAC/URERY ~— — — — — — \ — — — __i JUMPER CABLE C3 PIER STANDARDS SU ATATTu SECTION CABLE TO CABLE 12 AWG BCW TO CADWELD (TYP.) RING GROUND #2 BCW EQUIPMENT GROUND NOTES: RING - - - - --- 1. WHEN USING PIROO COMPONENTS AS SHOWN IN STANDARD DETNLS. MAXIMUM ALLOWABLE SPAN NOTE: BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE FOR 20 FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL. CADWELDED TO THE POST, ABOVE GRADE. 2. WHEN USING PIROO COMPONENTS FOR SPUCING BRIDGE CHANNEL SECTIONS. THE SPUCE SHOULD BE PROVIDED AT THE SUPPORT. IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 2. BOND EACH HORIZONTAL POLE /BRACE TO EACH OTHER AND TO 3. WHEN USING PIROO COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILNER DISTANCE OF 2 FEET FROM THE SUPPORT TO 3. WELDING CABLE SHALL BE ATTACHED SO THAT IT WILL NOT BE THE FREE END OF THE CE BRIDGE. SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN 4, CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE RAW EDGES TREATED TH A MATERAI. 70 RESTORE THE EDGES TO THE ORIGINAL CHANNEL, OR EQUNNENT, FINISH. IN EITHER DIRECTION. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD, PROVIDED THE MANUFACTURER'S INSTALLATION CUIDEUNES ARE FOLLOWED. 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. FENCE /GATE GROUNDING DING 1 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETNLS ® • NCE/ GA 1 E REQUIRE ENGINEERING N'PROVAL SCALE: NTS go ICE BFIDGE DETAIL SCALE: NTS FROM ANTENN• #6 AWG STRANDED NOTE, 0 DO NOT INSTALL CABLE #6 AWG FROM COPPER GROUND • GROUND KIT AT A BEND ANTENNA CABLE WIRE GROUNDED AND ALWAYS DIRECT GROUND KIT ©O WEATHERPROOFING KIT TO GROUND BAR SEE DRAWING © CABLEWAVE X915669 (STANDARD GROUNDING • 1 RX , GROUND WIRE DOWN (( EE TO CIGBE QUANTITIES )ABLE O 9o" y KIT) = ■ ANTENNA CABLE I:I -;■ JUMPER REQUIRED IL i ■ WEATHERPROOFING 3 " /' ` 1 77LL 0 ONLY WHEN KIT, CABLEWAVE • '16 2� H74 � p G 0 1 M -1/4" DIA. 1 1/4 "• AND ■ #915669, (TYP.) • © GROUND BAR , � i 0 0 p . 0 ® ® LARGER (TYP.) II 0 -� GROUND KIT (TYP.) 0 • O T 0 p CABLEWAVE ! I i CABLEWAVE #916201 ® ON WALL OR p ON ANTENNA - 0 0 0 0 9191 0 I ®0 0 CONNECTOR ■ I N P TOWER o o 0 CONNECTION OF CABLE GROUND KIT WEATHERPROOFING FANG 1 Il 1111 1111 Jc 1 TO ANTENNA GPS CABLE I � O ANBLE O g �L .( #6 AWG STRANDED TO TENNA '""" ' "'I I COPPER GROUND (TYP.) GROUNDED O o `a i� C> , , a 0o 0000 LEGEND WEATHERPROOFING KIT WIRE GROU BAR 1- COPPER GROUND BAR, 1/4 "X 4"X 20 ", NEWTON INSTRUMENT CO. CAT. NO. CABLEWAVE #915669 (STANDARD GROUNDING IT) B -6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 ANTENNA 'I.I e ■ S � 6 AWG ' TWO HOLE LUG, TO BE 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015 -8 CABLE FROM ANTENNA ' BCW TOITHBUILDINGG I 4- MOUNTING FOR ASTEN NG TO MONOPOLE O. CAT NO. A -6056. PROVIDE 2-1/2" DIA. FRAME SUPPORT CIGBE NROI ND BAR OR GROUND RING 5- 5/8 -11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012 -1 MAX. I MOUNTED NEAR /BELOW 3 6- WELDING OR DRILLING IS NOT PERMITED ON TOWER. ANTENNA CONTRACTOR TO UTILIZE KOPR- SHIELD (THOMAS & BETTS) ON ALL LUG #2 AWG BCW 12 AWG BCW, NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS BONDED TO CONNECTIONS GROUND WIRE DIRECT THE GROUND WIRE DOWN TO THE GROUND BAR. ALONG ICE BRIDGE TO CIGBE /MIGB GROUNDING - INSTALLATION OF CONNECTION OF CABLE GROUND GROUNDING - CONNECTION OF GROUND 0 GROUND WIRE TO GROUND BAR ® GROUNDING - GROUND BAR DETAIL ® KIT TO ANTENNA CABLE ® WIRES TO GROUNDING BAR (CIGBE) SCALE NTS SCALE: NTS SCALE: NTS SCALE: NTS II/SS Greiner Wood anal Clyde HOBART ►I Sprint PCS o -. Sprint PCS S A -E 500 ENTERPRISE DRIVE NORTHAMPTON, RIVER ROAD Ai v / 1 / 911 alum FM mm+O,xx m a ELECTRICAL NORTHAMPTON, MA. 01053 HARTFORD MTA ® moan. IRMO FOR RxOF JOR OR .. DETAILS ROCKY FILL, CONNECTICUT 14980)-529-8882 SITE NO. BS33XC084 "Q PM xexaws w oW r+t JOB NO. OR,u1Txc NUMBER REV > . a MOM I M,mlm ERR 1 DORM A F301772.28/F04 E -3 1 RX /TX RX 14 0 _ ANTENNA TYPE: TYPICAL 6 1 AZIMUTH 10' - DECIBEL DB980H90E -M 1 / AZIMUTH 125' - DECIBEL 980H65T3E -M 1 AZIMUTH 200' - DECIBEL D8980H65E -M CAPS ANTENNA AIL E E 7/16" DIN FEMALE CONNECTOR ....----- BY LUCENT TECHNOLOGIES CONNECTOR (ANTENNA) ® T • T — 7/16" DIN MALE CABLE CONNECTOR (CABLEWAVE #734750) N TYPE FEMALE CONNECTOR (ANTENNA) N TYPE (CABLEWAVE ) (CABLEWAVE #734803)CONNECTOR O 16 GROUND BAR JUMPER CABLE CABLEWAVE FLC 12 -50J (BELOW ANTENNA) - N TYPE MALE CONNECTOR E POWER PROTECTION CABINET (PPC -MINI) ■ (CABLEWAVE #734803) O ■ N TYPE FEMALE CONNECTOR \ \ • (CABLEWAVE #734806) GROUNDING KIT (TYP. POWER PANEL 0 SEE RISER NOTE 12 (CABLEWAVE #916198 1 TELCO PANEL - MAIN CABLE (CABLEWAVE FLC 158 -50J) GROUND BAR ANTENNA GROUND BAR (BELOW ANTENNA) CABLE R MONOPOLE) GROUNDING KIT E AssE COVER 1 • (CABLEWAVE #915870 -022) �y T VI' POWER •f _ MAIN CABLE CABINET PRIMARY T 1 1 (CABLEWAVE FLC 12 -SOJ) 0 RADIo 101 i m = O CABINET J I 1 GROUNDING KIT (CABLEWAVE #915870 -022) GRADE T ' 1 1 N TYPE FEMALE CONNECTOR GROUNDING KIT (TYP) (CABLEWAVE #916198) (ELEVATION VARIES) l E T E TT----1 E- T E T (CABLEWAVE #738863) 1 L_ 1 0 A m av GROUND BAR (AT 1 i N TY MALE CONNECTOR CABLEWAVE 10 734803 O PROPOSED UTILITY POLES BY UTILITY COMPANY. REFER TO 1/C -1 FOR APPROXIMATE LOCATION. ANTENNA CABLE # COVER ASSEMBLY) (BY OTHERS) ANTENNA CABLE COVER PROVIDE TWO (2) 4" SCHEDULE 40 PVC CONDUIT WITH 1/4" NYLON DRAG LINE (ONE (1) ACTIVE - — ASSEMBLY (BY OTHERS) O AND ONE (1) SPARE) FOR PROPOSED TELEPHONE SERVICE. SEE PLAN 1/E -1 AND 1/C -1 FOR r PROPOSED ROUTING. CAP SPARE PVC CONDUIT 6" AFC AT BASE OF PPC -MINI TELCO PANEL AND AT 12" AFG AT BASE OF PROPOSED POLE. SWEEPS BELOW GRADE AND STUB -UP 1 - CABLEWAVE CABLE TYPE FLC 12 -50J � 1 CABLEWAVE CABLE TYPE FLC 12 -50J TO BE GALVANIZIED RIGID STEEL. WIRE BY TELEPHONE COMPANY. 1 (BY OTHERS) (BY OTHERS) O PROVIDE 2 #3/0 AND 1 #3/0 (N) IN 3" SCHEDULE 40 PVC CONDUIT TO SUPPORT A EL ; ; N TYPE MALE CONNECTOR CABLEWAVE #734803 200A, 120/240V, 10, 3W ELECTRIC SERVICE. SEE PLAN 1/E -1 FOR PROPOSED ROUTING. I _(.BY OTHE ) CONDUIT SHALL TRANSITION TO GRC INCLUDING VERTICAL SWEEP, ABOVE GRADE AT BOTH ENDS. NOTES: SECTOR (TYP.) PRIMARY RADIO 4 PROVIDE 3" GALVANIZED RIGID STEEL CONDUIT RISER 1 1. WATER TANK MOUNTED ANTENNA. CABINET O UP POLE (TO 20' -0" AFG.) SECURE TO POLE PER UTILITY COMPANY REQUIREMENTS. 1 2. SEE DRAWING C -2 FOR ANTENNA LOCATIONS. 1 O PROPOSED WEATHERHEAD FOR ELECTRICAL SERVICE. 3. DO NOT INSTALL ANTENNA GROUND KIT ON CABLE BEND PROPOSED UTILITY COMPANY TRANSFORMER. COORDINATE EXTENSION OF TRANSFORMER NOTES: 1. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES. CONTRACTOR TO VERIFY ACTUAL /7 SECONDARY CONDUCTORS WITH UTILITY COMPANY TO ESTABLISH 120/240V, 10, 3W LENGTHS IN THE FIELD BEFORE INSTALLATION AND NOTIFY THE FIELD ENGINEER FOR VERIFICATION OF SIZES OF THE CABLES. ELECTRIC SERVICE FOR THIS PROJECT. 2. FIELD ENGINEER TO UPDATE THE LENGTH OF CABLES. 0 EXISTING TELCO DEMARCATION O PROVIDE OUTDOOR TYPE, 200A CONTINUOUS DUTY RATED RINGLESS METER SOCKET COVER AND METER SOCKET WITH BYPASS LEVER AND FLASH SHIELD. INSTALL METER SOCKET TO SIDE OF 0 PPC -MINI. VERIFY LOCATION OF KWH METER WITH UTILITY COMPANY AND LOCAL ELECTRICAL TYPICAL ANTENNA CABLE CONFIGURATION INSPECTOR BEFORE STARTING CONSTRUCTION. METER SHALL BE PROVIDED BY UTILITY SCALE: NTS COMPANY. COORDINATE INSTALLATION AND ACTIVATION OF METER WITH UTILITY COMPANY. 9 PROVIDE ONE (1) 4" GALVANIZED RIGID STEEL CONDUIT RISER WITH 1/4" NYLON DRAG LINE INCLUDING 90' GRC SWEEP AT POLE (UP TO 20' -O" AFC.) SECURE TO POLE PER UTILITY COMPANY REQUIREMENTS. REFER TO NOTE 2 FOR SPARE CONDUIT DETAILS. WIRE BY TELEPHONE COMPANY. AZIMUTH 101 DOWNTILT =N /A AZIMUTH 125' I DOWNTILT =N /A AZIMUTH 200' I DOWN11LT =N /A GPS ANTENNA 10 PROVIDE #6 BCW IN 1" GRC AND GROUND THE METER TO EGR. COAX LENGTH (FT) • COAX LENGTH (FT) • COAX LENGTH (FT) • COAX LENGTH 11 PROVIDE 3 #2 AWG do 1 #8 GROUND IN 1 -1/4" RGS CONDUIT. ROUTE CONDUIT UNDERGROUND CABLE CABLE CABLE CABLE (FT) TO POWER CABINET LOCATED ON EQUIPMENT PAD. FROM /TO TYPE /SIZE RX /TX RX TYPE /SIZE RX /TX RX TYPE /SIZE RX /TX RX TYPE/ GPS 12 FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO VENDOR PRINTS PROVIDED ANTENNA TO FLC 12 -50J FLC 12 -50J FLC 12 -50J BY PPC MANUFACTURER. JUMPER ASSEMBABLE 1/2" 6 6 1/2" 6 6 1/2" 6 6 N/A N/A 13 PROVIDE 2" RGS CONDUIT WITH TWO (2) 6 PAIR, SHEILD,TELEPHONE CABLE 22 AWG. ROUTE CONDUIT UNDERGROUND TO ACCA LOCATED ON EQUIPMENT PAD. JUMPER CABLE TO :LC 158 -50J -LC 158 -50J FLC 158 -50J FLC 12 -50.1 ANTENNA CABLE 210 210 190 190 170 170 100 14 EXISTING NETT POLE #14. CONTRACTOR SHALL VERIFY ACTUAL LOCATION IN THE FIELD. REFER COVER ASSEMBLY 1 -5/8" 1 -5/8" 1 -5/8" 1 / 2 " TO 1/C -1 FOR APPROXIMATE LOCATION. ANTENNA CABLE FLC 12 -50J FLC 12 -50J FLC 12 -50J FLC 12 -50J COVER PR MARBLY 4 4 4 4 4 4 N/A 15 PROVI 2 #3/0 & 1 #3 /0(N) "XLP" (CROSS LINKED POLYETHYLENE) OVERHEAD CONDUCTORS. RADIO CABINET (BY LUCENT) 1 1/2" 1/2" 1/2 1/2" COORDINATE INSTALLATION OF SERVICE WITH UTILITY COMPANY. 6 COORDINATE EXTENTION AND INSTALLATION OF TELEPHONE WIRES WITH TELEPHONE COMPANY. WIRES BY TELEPHONE COMPANY. ' * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. ® POWER AND TELEPHONE RISER DIAGRAM SCALE: NTS ORS seiner Woodward Clyde HOBART n Sprint PCS A -V Sprint PCS A•L•S 222 RIVER ROAD 0 ° ^^" =JO 1p1°O1A1f4/ m A M RISER AND SCHEMATIC DIAGRAMS 500 ENTERPRISE DRIVE NORTHAMPTON. MA. 01053 HARTFORD MTA A mew.. ISOIJC0 OM MI xa OR - ROCKY HILL, CONNECTICUT ,,. ,,," ,"„., 1-01130)-529-8882 SC.: NO. BS33XC084 SC.: AS Imam Dm I m..1 A . m p' F301772.28/F04 °RNM YBFR 1 MOM ABBREVIATIONS ELECTRICAL SYMBOLS AWG AMERICAN WIRE GAUGE IS GROUND ROD WITH ACCESS DRAWING NOTES: BCW BARE COPPER WIRE GRO 1. THE CONTRACTOR MUST VERIFY THAT THE ® GROUND ROD SYSTEM IS EFFECTIVELY GROUNDED AND MEETS GPS GEOSTATIONARY POSITIONING SYSTEM THE NEC ARTICLE 250 REQUIREMENTS AND . CADWELD TYPE CONNECTION IS ACCEPTABLE TO THE LOCAL INSPECTOR/ PCS PERSONAL COMMUNICATION SERVICE AUTHORITY. GROUNDING RESISTANCE OF TEN • • GROUND CONNECTION (10) OHMS OR LESS IS REQUIRED ON THIS PPC POWER PROTECTION CABINET PROJECT. PRC PRIMARY RADIO CABINET —G— GROUNDING WIRE 2. WHERE EXISTING UNDERGROUND SERVICES ARE UKELY TO BE ENCOUNTERED, CONTRACTOR SHALL RWY RACEWAY - - E -- ELECTRICAL CONDUIT CIRCUIT RAND DIG. / 3. REFER POWER TELEPHONE RISER DIAGRAM TYP. TYPICAL FOR R ADDITIONAL INFORMATON. • RGS.GRC RIGID GALVANIZED STEEL - -T -- TELEPHONE CONDUIT /CIRCUIT 4. GROUND ICE BRIDGE SUPPORT POSTS AND CANOPY EMT ELECTRICAL METALLIC TUBING SUPPORT POSTS TO EGR WITH /2 BCW E DRAWING REPRESENTS DETAIL NUMBER DWG MT RG KWH KILOWATT HOUR ra7 REFERENCE DRAWING NUMBER IGR INTERIOR GROUND RING (HALO) II GROUND BAR ACCA ANTENNA CABLE COVER ASSEMBLY BTS BASE TRANSMISSION SYSTEM ® REVENUE METER. COORDINATE PROPOSED UNDERGROUND SOCKET WITH UTILITY COMPANY GEN GENERATOR , TO ELECTRIC & TELCO PPC-ANNI. REFER S CE REFER -1 RC MO GR GROWTH • 'XIT' GROUND ROD 1/E -2 FOR MORE INFORMATION AND ORE O TON GND,G GROUND AND DEruL 2 - - -- COAXIAL CABLE • Er FBO FURNISHED BY OTHERS ___ MIGB MASTER ISOLATED GROUND BAR - -II • GROUND Z PR SEOO DETNL 11 � =� Al REFER O T03/E -4 -- - - - - -- - -_ - - - -- f CIGBE COAX ISOLATED GROUND BAR EXTERNAL ir/I �roRANbN ) WP WEATHERPROOF T TRANSFORMER ROUTE GROUND WIRE ALONGSIDE VIF VERIFY IN FIELD _ � �` ' IN WATER TANK COAX CABLES AND • EGR EXTERIOR GROUND RING CONNECTION POINT \ I '{I � ANTENNAS PER DETAIL t 1 _ I I / I 1 1 i 0,,, ll CIGBEe ' -vt> , 1 1 � \ \i ' � ' ❑ , EXISTING EGR. REFER TO 3/E -4 1 I FOR ADDITTIONAL GROUNDING AND 1 1 � - At '— . ` � % ��� , MORE INFORMATION I 1 ��� `� I 1 EXISTING WATER TANK II L �� MICBE�� NOTE E NOTE 7 1 GP ‚ \\ . I - '''''.11° D RAWI N G C -2 B O r WIEY ° w ANTENNA SUPPORT PIPES TO BE GROUNDED Mi AT ALL SECTORS ANTENNA ANTENNA ANTENNA / AZIMUTH 10' AZIMUTH 125' 'AZIMUTH 200' • PPC NOTE 1 NOTE 1 NOTE 1 MINI COSTING WATER PIPE ANTENNA COAX ANTENNA COAX 'AN COAX GND A CNON IT CND �R d 16 env - 1 - C AQ{ WATER BTS GND BAR I WI= I CND BAR 1 � _ /2 BCW /2/0 INSULATED 5410 BAR I— GROUND CABLE MIL , _ - / NOTES 2 & 3 / BCW FOR CLNRITT'F. , > 2Y C) g 5 — /B ANC —b g ID EI A : D CON B CW. NECT PROVIDE IONS cn , I 11. 70 GROUND ' AT BOTH ENDS (1YP OF 4) GND BAR RING /6 BCW �. CND K /2 BCW H. /2 B CW •/ CABLE COAX PCS ANTENNA COAx GPS ANTENNA CABLE EQUIP. GGBUER ICE BRIDGE ICE COVER EXISTING EGR. SUPPORT • V.I.F. LOCATION GROUNDING SYSTEM NOTE$ O B F M � TYP • (TYP) 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR. 4, ALL GROUNDING CONNECTIONS (INTERIOR AND EXTERIOR) 0 2. RING GROUND FOR EpU1PMENT. MADE THROUGH OUT THIS PROJECT SHALL BE MADE WITH THOMAS & BETTS VALENT FOR JET AUKS INC.). ]. FOR GROUNDING CONNECTION DELECTRICAL OELS, SEE ELECTRICAL THERE IS NO EpUNALENf FOR THIS 15 ANTI-OXIDATION DRAWINGS. COMPOUND AND NO OTHER COMPOUND WILL BE ACCEPTED. COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING. 0 ® SCHEMATIC DIAGRAM GROUNDING SYSTEM ® COMPOUND PLAN — POWER/TELEPHONE /GROUNDING SCALE NIS SCALE: 1'= S' -0' UIIS Greiner Woodward Clyde HOBART 11 - Sprint PCS o -� Spr PCS Sprint 222 RIVER ROAD Q wv. es,0 FOR mNmNleNw Ja EN PR COMPOUND PLAN. GROUNDING 500 ENTERPRISE DRIVE NORTHAMPTON, MA. 01053 HARTFORD MTA & ow.v. . MUM RN RONDO AI OR w SCHEMATIC AND SYMBOL LIST ROCKY FILL, CONNECTICUT SITE NO. BS33XC084 p , E E e„ w ON /PRO JGR NO. DARING NUMBER REV 14860)-529-8882 ar+ .s Norm I now. ow 1 .I..n AR F301772.28/F04 E -1 1 / HAUNT.; BENT PLATE ` /// O 12'0 Yx3 /8 • 1 n S U O R T PO TYP ICAL : SUPPORT POST TYPICAL .. TYP � A; ,� V„F ~ 3/4" A325 * S.S. • CUT 2 _....44. Oi_� ° O/— III ��>, BOLTS n '%12" OPENINGS 1/2'6 U -BOLTS IN PLATFORM, TYP BEND PLATE TO S.S. (TYP) 2 PLACES FOR 7• rm. CONFORM T O , � EACH SECTOR SHAPE AS PLUMB AND LEVEL NEEDED. ANTENNA MOUNTING • DO NOT CUT STRUCTURAL PIPE TO TANK (TYP) DECK SUPPORT ELEMENTS. CONNECTION OF SUPPORT ® DECK DETAIL POST TO TOP PLATE ` NTS 3/4' A325 BENT PLATE FOR S.S. BOLTS BASE PLATE 51/2' 1/2 (TIP) 10'x6 "x3/8':9' TOP OF EXISTING WATER TANK 5/811 GALVANIZED (TYP) EXISTING j HILT HR -HY 150 S.S. EDGE OF ( U -BOLTS 1 1/4 1/4' CONCRETE SLAB ADHESIVE ANCHOR. .S. (TYP) ANGLE M 5' MIN EMBEDMENT il' 1; ' j HSS Cx4'x3 /16 — I 'e STANK IDE ° SID"LK""AY o 5/ x ASE PLATE • B _ . \ 9 ` EXISTING EDGE OF 1/2' n WATER CONCRETE SLAB EXISTING TANK TANK - 9 ' WALKWAY DECK. pp BASE PLATE DETAIL V.I.F. THICKNESS OF DECK PLATE ASE rLATE 10 DIAMOND GRIP STRUT 0 TOP NEW SIDE VIEW 24' WIDE J' DEPTH, SCALE: 3/4 " =1' -0' 14 G., GALV. BY - BASE PLATE-TOP /gy p� � L�L� COAX CABLE TO ANTENNAS MCNICHOLS PRODUCT. BASE 1 LA TO PLATE DE I AILS (TYP FOR EACH SECTOR) SEE AT TAL 3/C - TO FOR x SCALE 3/4 " =1' -0' STEEL CHANNEL 1' -6' ANTENNA EXISTING D1/2 HAND SUPPORT 1/4' PLATE (TYP.) Es. EALING 2 1/2'x2' POST ANGLE STEEL m* ° EXISTING DECK BOTTO 3/16 TAP PLATE — I. STEEL ANGLE ATTACHED TO HSS TO DIAGONAL BRACING 1b „ 0=•� WATER TANK 1/4' AND STEEL DECK / 11 IM . i °o 1- PLATE ROUND SURFACE °{ 2 -3/4' GALVANIZED . `j V.I.F. EXISTING STEEL 0 ASTM AJ25 BOLTS (TIP — p PLATE DECK. VERIFY THICKNESS OF PISTE Ce ') F in - IN FIELD. , , • i / L3x4x1 /4•6 "LONG SHIM UNDER TANK UNISTRUT P1000 OR L1 KNEE 1 /2x1 BRACE 1/2 x1/4 EN PLATE TANK TOP E QUAL I T LLED UNDER III / �-- � LL %IM 2' -3 "3 5' -0 ANTENNA SPACING ,i TOP (TYP FOR A MAUM 10 -0 SPAN. - : l�� m H554 %4X3/18 (TYP.) ANTENNA MOUNTING) V.I.F. CENTER TO SHIM AS REQUIRED ` - CENTER ALONG ANDREW COAX CABLE CURV€ CABLE HANGER TO OTHER 3/8'6 GRAN HOLE EXISTING 3/4 CARRIDGE FOR 1 5/8' SECTOR 9' 1 1/4 "x1 1/4' 1 'A ' I ( BOLTS GALVINIZED COAX CABLE ANGLE WITH NUTS. (MINIMUM 5 /8' PLATE SCHEDULE 40 0 2 PER UNISTRUT) LENGTH (PIP FOR ALL) GROUND LEADS LEVELING GROUT GALVANIZED PIPE ° AS REQUIRED (V.I.F.) _ (lYP FOR ALL) - - w SEE 2/E -2 FOR NOS: FINISH GRADE ANTENNA TYPES _ 1 1 11 11 WAL KWAY P DECK OSITON o I •' UNISTR S T R UT UT SO AS NOT TO .. INTERFERE WITH EXISTING \ RNET HEADS, STEEL ANGLES, N o ` EXISTING BOLTS. ETC. •. WATER —. TANK CABLE ROUTE-SECTION THRU WALKWAY SECTION -SUPPORT 1��1 MIL CONTRACTOR TO VERIFY o 7 \ ® C TONIC \ ECTI � I HRU SEC ION -SUP O1 DETAIL PIPE ASSEMBLY TO FIT IN PLACE SCALE: 1/4 " -1' -O" SCALE 3/4' =T' -0' t GALVANIZED SUPPORT SUPPORT POST 4'6 2D' -0' NOMINAL BASE PLATE SEE PLUMB ALL 18' DETAIL 6/S -2 NA EDGE OF �0' -9' SUPPORT CONCRETE PM 0 POSTS) EDGE OF ICE COVER 10 GA. ANCHOR 1IIl /8 O PLANK CLIP J12262 WITH ,. , I 18' O.C. GALV. x 3 12• • 5/16 • 3 1 2 • c o ` -- BO LV. CARRIAGE CALV. CARRIAGE n BOLT O 12' O.C. BOLT 0 12' O.C. SEE t /8 SELF LNG SCR u DETAIL - i O �8' TAPPING SCREW _L1 6/S - PLANKS TOGETHER ������� L- O EDGE OF ICE COVER • I #� , EDGE OF KNEE BRACE (TIP) CONCRETE PM ® ANTENNA SUPPORT POST DETAN..S ANTENNA MOUNTING DETAILS ® PLANK ATTACHMENT DETAILS ® ICE COVER DETAILS SCALE: 1/2 - 1' - 0 • SCALE 1/4' ■1' - 0' SCALE: 1- 1/2 " -1' -0' SCALE: 1/41' -0' URS Greiner W - oodward Clyde HOBART 11 S PCS o = Sprint PCS A-E-S WV. ON NN N �+ A N S+.mN , AA ANTENNA MOUNTING AND $ 222 E m 500 ENTERPRISE DINE NORMPTON,, MA 01053 HARTFORD MTA A 0.121/N elan FOR FEVER JP OA .A EQUIPMENT PAD DETAILS i ROCKY FILL, CONNECTICUT ° SITE NO. BS33XC084 9"L aN.Oe w eN Awt 09 N0 08ANxG NUMBER REV 1-{B80)-524 -8882 WOE: ,11059 1 OVONm e„ I 01.1.1 ,O. F301772.28/F04 S -2 1 20' -0' 20' -0" 17 - I/4' 17'-6 1/4' 16' -11 3/4' EF -9 1/8' B' -9 1/8' J /.' • 3/8 • 7/8' 7 J /." 3 3/4' 3 3/4' 2 -3 1/2" 2' - 1/2 Z' - 1/2' 1' - 1/4 1' -7 1/4• 1' - 1/4 1' -7 1/4 REFER 70 DETAIL 1' -3 1 -0" S -10 9/18 4• -0 9/16" S -8 9/16 3 -10 9/16' 1 -0' . - - FOR CONCRETE EQUIPMENT PAD I OUTUNE OF GRATING INSTALLED OVER AREA ® OF FUTURE CABINET EXPANSION (TYP. OF 5 ®• •® • CABINETS) FASTEN GRATING W/ 5 /8 - • A307 GALVANIZED BOLTS AND STD. SADDLE CUP THDg. FASTENER 0 4 CORNERS OF EACH SECTION to REFER TO DETAIL e 6 7/8" OF GRATING UTUZING THE EXISTING BOLT n FOR EQUIPMENT g_ HOLE LOCATIONS FOR THE FUTURE CABINETS y BOLT HOLE •1 OF BOLT HOLE LOCATIONS FROM CENTER WBx24 WBx24 GRATING INSTALLATION � � f WB WEB OW. FOR ALL BOLT HOLE t _ + I + + i I I IIIlnniii •• LOCATIONS ON THIS SIDE OF FRAME) p � �1• �iin ; li l i 1-(��ni �3 o to e0 n p eD Anon 1111111111111 1111111111111, ... O to REFER TO DETAIL IIIIIIIIIIII o FOR CONCRETE n IIIIIIIIIIIII" II _ _ n dI IIIIIIIII" ^I m- I I IIIIIIIII III . (I III I IIIIIIII, I AIWA II I z , II� 1 IIIIIIIIIIIIIL IIIIIIIIIIIN o o w ,o ry EQUIPMENT PAD F 'llll llllllll l 1 WN111111' on m!!!!ii 1 - � IIIIIIIIIIIII 1111111IIIIIL ! !!!��� ��!!!! 1 av I w 4 - • O WRxa4 N M 11111IIIIIII I _ 111111111111 ∎ 0- �O\© ∎∎1∎ iiiiiiiiiiiil 'al9lf1Miii1X6111111lal a I' + - + I I W8•24 -1 Y I, LL i it + LL 3 Ti \ N v 1' -9' J / 4' x 1 //B" O t }/ 1 5 ' u 2' -2 l/2 1•-11 1/8• 1' -7 3/4' 1 /2 - xt' SLOTTED HOLE N 1 14 O.C. CF LV. STEEL GRATING \ BEAM DIRECTION FOR 3/8 1 • • o a • • LG. GALV. MATH CONCRETE •® Z -Z' 3/8' aD I :13: •® ry 1' -10 15/16 71 EXPANSION ANCHOR 1 5/r EMBEDMENT ATOP, OF 15 ) /a• 1 3/4•x1//88 0 1 3/16" L4'x3.5'91/4- C P / O.C. GALV, STEEL GRATING ICE COVER POST CONNECn W/ / W/ STD. SADDLE CLIP (TOP. OF 4), REFER 1 -3 S -0 3/8 S -0 3/e 1' -10 1/2' 1 1•_11 3/4"• A325 25 FASTENERS (TOP.) TO DETAIL GALVANIZED BOLTS 1M1 NOTE. CRATING DIY. CRATING DIM. CRATING DIM.CRATINC DIM.CRATINC DIM (TYP.) �; 311%iiSi X E BOLT (T'?. OF 10) =NM FIELD SPLCE DETAIL 1S INTENDED TD AFFORD 8' -11 3/8- - i1L11 CABINET MOUNTING FRAME WITH SHORTER STE %(STING CONCRETE PIECES. FIELD SPLICE DETAIL MAY BE USED AT EOM LAY OUT BOLT HOLES IN EACH EQUIPMENT PAD (TIP.) CONTRACTORS DISCRETION. FIELD SAUCE 15 1. NI BOLT HOLES SHILL BE ROTTED 5/e 1 1/4-. DIRECTION USING THIS CENTERUNE O SECTION O SECTION O FIELD SPLICE SECTION A DETAIL THAT IS OPTIONAL IR C TLY ONLY CONCRETE MOUNTING AS THE STARTING UNE 1 2 3 A CABINET FRAME DIRECTLY TO A Cp4CRETE SLAB. f qill BOLT HOLE LAYOUT OIAC3RAM ® STEEL LAYOUT DIAGRAM SCALE 1/2• -1' -0• SCALE: 1/2 -1' -0 G �L�� NOTES 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR �IWGf1AL 1WV REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: 1. ALL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE, CONCRETE CAST AGAINST EARTH 3 IN. 780 CAR -SIXTH EDITION. E STAINLESS STEEL STRAPS DESIGN � CONCRETE EXPOSED TO EARTH OR WEATHER: HSS31t2 Gp1�ry, L i- VE LOAD /a AND URGER 2 IN. 3/4' TYPE 201 No. 5422K74 V �5 AND SMALLER & 1 1 WE IN, METER 3' -8 _ 1 SNOW LOAD: CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST BASIC SNOW LOAD (PF) 35 PSF AGAINST THE GROUND: CAPS ANTENNA IMPORTANCE FACTOR (I) 1.15 SUB AND WALL }/4 IN. P. TYP (BY LUCENT) O. BEAMS ANO COLUMNS 7 1/2 IN. • WIND LOAD: ____ 1 1/4• DIA. SCHEDULE BASIC WIND SPEED 70 MPH 5. A CHAMFER 3/4• SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, 40 GALV, PIPE 24' LONG ,� WAND PRESSURE (PO 12 PSF UNO, IN ACCORDANCE WITH ACI 301 SECTION 4 .2.4, L - I CADWELD TACT LJ` EXPOSURE GROUP B 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER pwfr 1 TELCO 12 AWG BCW MANUFACTURER'S MITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL PPC MINI L (lYP 2 PLCS) FLOOR LAVE LOAD: 150 PSF OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT TUBE STEEL MOUNTED POWER DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR PLAN PROTECTION CABINET J' DMA. SCH 40 - III 96' ± ENGINEERING R STRUCTURAL STEEL 1 C L mow; RITEOL NOTES CA ( IN PART NO. EILA5, SHEET 2) GALV' PIPE • III ' V'LF' "� ST SEISMIC DESIGN PARAMETERS N71 f1 1 REF: EVERG000 INC. , '. HAXARD EXPOSURE GROUP GROUP 111 4 -0 - PERFORMANCE CATEGORY GROUP C }" 3" A ICI O PEAK VELOCITY (AMA) .12 1, ALL STEEL WORK SHALL BE GALVANIZED AND IN ACCORDANCE WITH THE N • 6' 1 / 4 AL WE• CAP LD PL (}I� �/ PEAK ACCELERATION (AO) .12 SPECIFICATION ASTM A572 GR 50 (A500 FOR H55) UNLESS OTHERWISE NOTED. E HSS 3x2x 1/4 SE I I I SOK PROFILE -SITE COEFFICIENT 1.0 - 1 - - , I 1 I ` 2. AIL WELDING SHALL BE DONE USING E7OX% ELECTRODES AND WELDING - 6 /4' PLATE W/ FOUR / FOUNDATIONS: SHALL CONFORM TO NSC AND AWS DI.1 WHERE FILLET WELD SIZES MAT SLOTS FOR ADJUSTMENT V GO VIW I MN• ME NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE .12.4 IN THE a 3/15: 1 ', 9TH EDITION. AT THE COMPLETION 1 o \ 1/2 HOLE FOR 1 L A PRESUMPTIVE SOIL BEARING CAPACITY OF PSF WAS USED FOR THE FOUNDATION AI *MANUAL OF STEEL CONSTRUCTION', I I 1 3 /8'f THRU BOLT 1 ♦ (4) -1/2• DIA. GALV. I∎I / /2 AWG GREEN , �i DESIGN. THE GENERAL CONTRACTOR IS TO CONFIRM THE SPECIFIED SOIL BEARING ALL WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. 1 PPC MINI N° W/ 1 1 /2 z. U -BOLTS I I -1 INSULATED TO CIGBE ,' PRESSURE. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM 11 �+ I WERSIZ WASH R � w C6x8.2x1' - GALV. � ' V.LF• tl 2. ALL FOOTINGS SHALL BEAR ON EXISTING UNDISTURBED ORGANIC FREE SOIL A325 BOLTS (3/4 DIA.) AND SHALL HAVE MINIMUM OF TWO BOLTS 1 GROUNDING KIT = > I P 7 P LAC ES H553x2x1/4 1 = N SLOTTED FOR STRAP I ALL UNSUITABLE SOIL SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AND UNLESS NOTED OTHERWISE. REPLACED WITH COMPACTED GRAVEL PLACED IN B• LAYERS AND COMPACTED TO 1 •1 1 /2'0 COAX CABLE EXISTING WATER 95X OF MODIFIED OPTIMUM DENSITY. 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8' 01A. • ••, - IM '> 3/1. V MINIMUM BENDING RADIUS PER 1 - `' TANK LEG 3. ALL FOOTINGS TO BE A MINIMUM 4' -0' BELOW FINISH GRADE EXCEPT WHERE ROCK GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. I • I ' —Ole 1• —•• L4x7x1/4 1 V 1 E /z' f MANUFACTURER'S STANDARD CIGBE` � OR LEDGE OCCURS, PIN FOUNDATION TO ROCK. • 5. CONTRACTOR TO INSTALL AIX'iA TO MOUNTING FRAME WITH (4) 1/2' K � D n L R� - ERECTION ND SEA L i' HOLE TO CL AT BASE BOLTS - ACCA TO BE PROVIDED BY LUCENT. � j OF TANK LEG NOTF; 6, CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE to CONCR �� AND � REINFORCING 1 NOTES INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS, • �� 7' -6'f CONCRETE " ` 1• TH ERT�ATION AND LOCATION OF THE CAPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF I,n/IW REINFORCNG STEEL SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SMALL BE I • FOOTING REFER TO PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM :• 4/C -2 FOR 2. THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1 -1//4" DIAMETER. SCHEDULE 40, 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE PATH THE ACI 301, ALLOWABLE LOADS. MANUFACTURER'S MINIMUM CONCRETE EDGE 1 REINFORCING GALVANIZED STEEL OR STAINLESS STEEL PIPE, THE PIPE MUST NO BF 'THREADED AT TFIF ANTENNA ACI 316 AND THE SPECIFICATION CAST -IN -PLACE CONCRETE. DISTANCE SHALL BE MAINTAINED DURING INSTALLATION, SECTION MOUNT FM) THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH MINIMUM OF 18 INCHES) USING A - 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7. USE PRECAUTIONS & PROCEDURES PER AWS 01.1 WHEN WELDING HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPEN AND OR HU A FLACK SSW AGAIN NOT RE TGE CUT PIPE ENO SHALL BE DE SMM IN OOTH IN ORDER TO SEAL 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. GALVANIZED METALS. AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA NA MOUNT. AND MOUNT. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED B. TOUCH -UP ALL DAMAGED GALVANIZED STEEL WITH SPRINT APPROVED UNLESS NOTED 01HERWISE. WELDED PARE FABRIC SHALL CONFORM TO ASTM COLD ZINC, • GALVANOX', "DRY GALV', "ZINC-IT". OR APPROVED A 185 WELDED STEEL WIRE FABRIC UNLESS NOTES AND ALL HOOKS SHALL BE STANDARD, LINO. SE. SPLICES EQUIVALENT. IN ACCORDANCE WITH MANUFACTURERS MANUFACTURERS RERS GUIDELINES SHALL BE CLASS ' 41111 PPC MOUNTING FRAME DETAIL ® OPS ANTENNA MOUNTING DETAIL B TANDAR TOUCH -UP DAMAGED NON GALVANIZED STEEL WITH SAME PAINT PPC NIVVIW I IIW\,i fTII'M111C 1„AG 1 f'1R- /VW 1 GIWIW NRMW LJG 1 /11 APPUED IN SHOP OR FIELD. SCALE: NTS SCALE: NTS ORS Greiner WiMalrl Clyde HOBART II Sprint PCS o Sprint PCS 'E a 222 RIVER ROAD ' °' 500 ENTERPRISE DRIVE N ORTHAMPTON, MA. 01053 HARTFORD MTA ® e /SS/•. MINED ra E N JP OR . - STRUCTURAL DETAILS AND NOTES p 1-ILL, CONNECTICUT SITE NO. BS33XC084 N0 °°` semen SI ON •mO ,LOB NO. WANING NUMBER REV 1 1-{880 }52¢8882 x..... AS MUM INW= MN 1 OMAN AR F301772.28/F04 S -1 1 CELL SITE INSTALLATION NOTES: B. ANTENNA COAXIAL CABLES (WAVEGUIDE) C. ELECTRICAL THE FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT DOCUMENTS (I.E. PROJECT NOTE: THE RF TRANSMISSION LINE INSTALLED BETWEEN THE PRIMARY RADIO CABINET (PRC), FURNISHED BY LUCENT, AND 1. THE ELECTRICAL RACEWAY INSTALLED FROM THE MINI -PPC TO THE PRIMARY RADIO CABINET, FURNISHED BY LUCENT, SPECIFICATIONS, SPRINT STANDARD PRACTICE, LUCENT DOCUMENTS, ETC.) FOR USE. THESE NOTES SHALL BE UTILIZED THE ANTENNA CONSISTS OF A COAXIAL CABLE, SOMETIMES REFERRED TO AS A WAVEGUIDE. SHALL HAVE AN 1 1/4" MALE CONNECTOR/REDUCER FOR THE 11E TO THE ELECTRICAL FITTING ON THE CABINET. THIS FOR THE CONSTRUCTION OF THE CELL SITES TO ENSURE COMPUANCE WITH THE PROJECT DESIGN AND SPECIFICATION MAY BE ACCOMPUSHED USING EITHER A 1 1/4" CONDUIT, 1 1/4" FLEXIBLE CONDUIT OR A 1 l/4" BUSHING. REQUIREMENTS. 1. ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS AND /OR PIGTAILS. A. GROUNDING: 2. ANTENNA COAXIAL CABLE GROUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN THE ANTENNA AND MAIN UNE CABLE. 1. ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS. 3. ANTENNA COAXIAL CABLE GROUND KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR AS POSSIBLE AT EACH 2. GROUNDING CONDUCTORS SHALL BE CONNECTED TO THE MAIN WATER PIPE USING A BURNDY TYPE CAR -TC CLAMP. ANTENNA. IF THIS IS NOT FEASIBLE THE GROUND KIT SHALL BE INSTALLED IMMEDIATELY AFTER THE BEND ON THE FIRST STRAIGHT RUN OF CABLE. THE GROUND KIT SHALL BE INSTALLED ON STRAIGHT SECTION OF CABLE ONLY AND NOT ON 3. KOPR - SHIELD ANTI- OXIDATION COMPOUND 9IALL BE USED ON ALL GROUNDING CONNECTIONS BENDS. 4. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWELD 0PROCESS. 4. ANTENNA COAXIAL CABLE SHALL BE INSTALLED TO COMPLY WITH THE MANUFACTURE'S MINIMUM BEND RADIUS SPECIFIED 5. ALL CADWELDS'" SHALL BE INSTALLED USING THE PROPER CONNECTION /MOLD AND MATERIALS FOR THE PARTICULAR BELOW. THE CONTRACTOR SHALL INSTALL RACEWAY FOR COAXAL CABLE USING 71-1E PROPER FITTINGS NECESSARY TO CONNECTION AND /OR APPUCATION. ENSURE THAT THE MINIMUM BEND RADIUS REQUIREMENTS ARE MET. (REFERENCE: TECHNICAL INFORMATION BULLETIN NO. 96 -026) IELJatltl[G90 f l .69E_Goximxti COAXIAL CABLE MINIMUM BEND RADIUS ANTENNA POST CABLE SIZE MINIMUM BEND MINIMUM BEND RADIUS IN 4" CAOWELD MANUFACTURER CABLE TYPE (DIAMETER) RADIUS IN TRAY OR 6" CONDUIT ADWELD {2 AWC BCW BCW dZ AWG BCW Awc ecw CABLEWAVE FLC 12 -50J 1/2" 5" 10" 6. ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH A L WASHER UNDER THE NUT. HARDWARE FOR CABLEWAVE FLC 78 -50J 7/8" 10" 18" BOLTED CONNECTIONS SHALL BE MINIMUM OF 3/8" DIAMETER AND SHALL BE STAINLESS STEEL. CABLEWAVE FLC 114 -50J 1 1/4" 15" 22" 7. GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO B PRECLUDE ESTABLISHING A "CHOKE" POINT. CABLEWAVE FLC 158 -50J 1 5/8" " 20" 28" i ' p AWC BCW 5. THE GPS ANTENNA COAXIAL CABLE SHALL BE A CONTINUOUS CABLE RUN, FROM THE CONNECTOR AT THE ANTENNA HEAD DEPICTS CHOKE POINT (NOT ACCEPTABLE) TO THE CONNECTION AT THE BT5 CABINET, WITHOUT JUMPERS. 6.ALL ANTENNA COAXIAL CABLES SHALL BE MARKED AND TAGGED IN ACCORDANCE WITH THE REQUIREMENTS IN PROJECT SPECIFICATION 0 -002, SECTION 16000, PARAGRAPHS 36 AND 37. 8. FERROUS METAL CUPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. CUPS OF THE FOLLOWING MATERIALS AND TYPES MAY BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. 7. SINCE THERE ARE A NUMBER OF DIFFERENT COAXIAL CABLE ENTRY HATCHPLATES THAT MAY BE SUPPUED WITH THE ACCA, THE CONTRACTOR SHALL ORIENT THE COAXIAL CABLE ENTRANCE INTO THE ACCA IN ACCORDANCE YATH THE DIRECTION •PLASTIC CLIPS 4),4k ISSUED BY EACH MTA. O • • METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTOR / / / / / / / / / / / / / // 1 ° SPARE KNOCKOUT (TYP.) 9. STANDARD BUSS BARS (CIGBES AND MIGBS) SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR • • • MODIFIED IN THE FIELD. 10. THE GROUNDING CONNECTION TO THE POWER AND TELCO CABINETS OF THE PPC SHALL BE MADE BY CONNECTING THE IN 0----- TELCO RECEPTACLE (TYP.) CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUSS BAR EACH COMPARTMENT. SPARE KNOCKOUTS (TYP.) 11. ALL GROUNDING WIRES SHALL BE INSTALLED WITHOUT LOOPS (PIGTAILS) AND SHARP BEND RADIUS. 5 "0 COMMON PORT FOR O COAX CABLE INTO ACCA \ GROUND LEAD EXIT PORT WITH GROMMET (TIP. OF 2) HATCH PLATE /BOOT ON REAR OF ACCA 1- Tn LJ E 0 NJ- 0 Imo) O co O) m cy, URS �einerWoodrrar�d Clyde HOBART II Sprint PCS o Sprint PCS u A•E•S 222 RIVER ROAD Q, 01 / 1 M MO 50 ERR Jai a M CELL SITE ° 0 500 ENTERPRISE DRIVE NORTHAMPTON, MA. 01053 HARTFORD MTA ® W=n. BB41m YI racy R xa ON AA INSTALLATION NOTES ROCKY HILL, CONNECTICUT NA DM RolmRU IF w On JOB NO. DRAWING NUMBER REV SITE NO. BS33XC084 1-(880)- 529-8882 SONG A, MID 1 WM. I. I AO F301772.28/F04 C -4 1 TOP OF TANK .4411616■ OUSTING WATER TANK ANTENNA RN) C 1 111 II'I i - SPRINT ANTENNAS - ROUTE COAX CABLE UNDER WALKWAY ■ EXISTING PLATFORM Ark I AND HAND RNUNG ® COAXIAL ANO EXISTING LEG GROUND WIRE UNDER WALKWAY TO EACH ��' ANTENNA SECTOR ' I r- - 1I 7-- Altai' © ROLRE OF ® XIAL LES AND WA\ GROUND WIRE ► ►4 ►4 EXISTING WATER EXISTING WATER ►A +J ►� i A TANK LEG CONCRETE TANK LEG I i FOUNDATION 1 + I , ► METAL SHIM. THICKNESS '� AND LENGTH TO BE 140'± {{ - DETERMINED IN FIELD. , r ►� ■ BEAM CLAMP ► WRH 1/2'► MOUNT UNISTRUT TO DUSTING 126'3 ► S.S. BOLT WATER TANK LEG ANO SHIM AS MIN. REQUIRED. INSTALL COAX Ark CABLE CUPS PER MANUFACTURERS P S MOUNTED ■ 4 1/2'GPS L;= INSTRUCTIONS. �WA WEST SIDE ► WATER TANK LEG. ■ ► RUN GPS COAX 4 CAB LE . o 0 0 0 0 0 0 0 O, SI ► 4 P10 CABLES STRUT SI COAX COAX CABLE. ►, P1000 ALONG � 1 111 ∎ FUTURE COAX 3' CABLE WITH ANDREWS STAINLESS STEEL CABLE HANGER COAX CABLE WITH ANDREWS BRIDGE S NNLESS STEEL CABLE HANGER ICE . � 4 COVER ' ►� PCS EQUIPMENT ► � ON CONCRETE SLAB © ► ® I �, 50' -0' ► 4 ► 4 ► 4 ► 4 ► 4 ► 1 ► 4 w I ► ► E i GRADE 0 0 0 ro • SECTION THRU WATER TANK LEG -COAX CABLE ROUTING SCALE: 1 . =1 , -0 . ELEVATION SCALE: 1 /B' - 1' -0' co co a) cv M OURS Greiner nd Clyde HOBART u l Spr PCS o _ � Sprint PCS - ` ► 222 RIVER ROAD Q WATER TANK 5 00 ENTERPRISE DRIVE NOR THAMPTON. MA. 01053 HARTFORD MTA &Own/.. Ia uL.n .K. CM AA ELEVATION R OCKY FILL, CONNECTICUT a` SITE NO. 9533XC084 .e. °"` "•Y°°"' w a rn'o one N0. DRAMNC NuYBEit REV 1-0116O)-52a-8882 *Oa: „,,,,m I DOMED -- I a _. AS F301772.28/F04 C-3 1 GENERAL NOTES I. THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE I WORK SHOWN HEREON UNLESS SUPERSEDED BY LOCAL (TOWN) REGULATIONS: © NORTHAMPTON MASSACHUSETTS GUIDELINES FOR 501L EROSION MD SEDIMENT STRANDS OF BARBED 45' EXTENSION ARM BARBED WIRE CONTROL -1913B OR LATEST REVISIONS THERETO. W7RE - ONE RACK OF (3) THREE 2 . ALL SITE WORK SHALL AS INDICA N THE DRAWINGS AND IIIMIIIIIIIIIIIIIIIIIIINlr " SEDIMENT CONTROL FABRIC ATTACHED 1111111.1111.1111 _ STIP ULATED IN THE SPECI CIFCATON PROJECTT SUMMARY. USING 'NOG RINGS" OR PLASTIC TES 3. RUBBISH SLUMPS. DEBRIS, SO DN S. STONES AND OTHER REFUSE SHALL BE g•_O• MAX. CONTINUOUS TOP RAIL REMOYEIL FROM THE SITE MITI DISPOSED OF LEGALLY BY THE CONTRACTOR. Mlle 3 -0 _ 4. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY y --- - W _ • W MCl/ FLOW ♦•♦♦• 0:44;:44 i 1',p: ::::* *gi • i i 4:::: ** �♦♦♦4♦ FROM THE PCS EQUIPMENT. • r i ♦ i ♦ i ♦ ii r ri ♦ ii ♦ ii ♦ ii4 i ♦ i i ♦• ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦• ♦ ♦� ♦ ♦ii i iiii ♦ ♦ ♦♦ 1 5 /B'� 5• NO ELL T OR EMBANKMENT MATERIAL AWL BE PLACED ON FROZEN GROUND. ., •••••••••........••,.......:::: OSITSIDE FACE $ Pi ♦ i ♦ i ♦ i ♦ i • _ ♦i ♦ii ♦ii ♦ ii ♦ ii ♦ ii • • ♦♦♦ PROVIDE DIAGONA T OP RAIL FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR ., = 2 DIAMOND MESH i ♦ � ♦ ii ♦ i ♦ i 14:44,14:4 i ♦i ♦i ♦i ♦ii ♦i ♦�4 ♦� ♦�•�i FROST -FOE �� p•♦� ♦• I EMBANKMENT. NCE FABRIC ♦•♦♦♦� 1444• ♦••444444 HEAW DUTY ♦ ADJUSTABLE RILE ♦ t 7 4' 2 • r♦♦♦♦♦ ♦♦♦♦♦ ♦♦• U S B THOROUGHLY COMPACTED ANTI BROW TO ♦♦ ♦. ♦♦♦ ♦ / 6. T}i 5 BGRADE HALL E GFrt A ♦♦ ♦♦ •♦ ♦ ♦♦ TUR LACK ARM LATCH MNO NB LL ♦♦♦ ♦. i ♦ ♦ ♦ P i T ♦ ♦ ♦♦ Y NI M Po O CRA L ON. r •♦♦ ♦♦ r ♦♦♦ r AS SENT L A HORIZONTAL 5 U FO OR VE I)GA 0 C N R ♦♦♦♦ ♦♦♦ C RAIL ORE ♦♦♦♦♦ ♦ r• •♦♦• ♦ .♦♦ ♦•♦ R ♦ ♦ UO 5 ENTER O CONON U • .• •• ALL C RIVERS ♦s ♦ ♦♦• ♦ ♦ ♦ - I MG ACTIVE SEWER WATER G L EC7RC AND TER UTILTTI I 7 ALL IX ST ES POST • ♦ ♦ R: i •:.0.6 ♦ • "•" • < -• WERE ENCOUNTEREO REQUIRE IN R EOPK SWILL 8E PRNTECT AT ALL TIMES N rf u �. RE Rm FOR THE PROPER EXEC TION OF THE WORK 5 'OD4D'. 4 • AND WHERE LXO r P` `D♦ ♦i 4� ••i• i HALL E ♦ ♦• ♦♦♦ ♦. r♦ IRE EN E EXT REM . ., c ♦ ♦ r ♦• r ♦ • REL TED D CTED BY pE R5. E CAUTION SFNLL BE .., r♦♦ •♦♦ s OG AS ...... .�, USED ♦ ♦. r .♦ • / ♦♦ n PI r♦♦ ♦•♦ ar TH R E EXU VA NG OR ER RI NG O E CONTRALTO YM N D W AROUND R N EAR �. 11 2' OIA GALVANIZED V.•:•* o.•......4 0:•:•:•:•.:........4 �, 1 5 /8 PIPE r ♦� ♦i♦ TENSION 11,41 WORKING. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE K _II I CANE POSTS ♦ ♦i♦ i♦ ♦ • ♦ ♦ ♦ ♦O r ♦ ♦•♦♦ ♦ ♦ ♦ • ♦ ii♦ ♦ ::* : FRAME GATE r•♦♦ ♦i O♦ WORKING CREW. r♦♦•♦♦ ♦♦♦♦♦• r♦♦f•♦♦•••♦♦ r•♦ WIRE ♦•• A I '! COMPACTED SOIL r ♦ ♦ ♦ ri 4 ♦ ♦ ♦ ♦ ♦ P • 4 • a ♦ ♦ ♦ O ♦ ♦ • ♦ .� ♦ ♦� ♦ � -. � B" r ♦i ♦ i ♦ i ii ri ♦ii ♦ i O 4 - r ♦i ♦ ii ♦ii ♦ i i ♦ i 4 i ♦ r� ♦i4 ♦ ii ♦ i4.O i ♦ i i 4 "♦ POST • ♦ 8. ALL EXISTING IAIACTNE SEWN WATER GALS, ElEC7 AND D7HER INACIIYE F• ��; FlLL Oi ♦i4i ♦ii ri�ii••4i• ri4 ♦4i4i ♦i4 ♦4 ♦4 ♦4 ♦4 ♦SI TS �i ♦ ♦i ii i ♦ ' � FOR 6 � i440 ALLT�EtyXISTING I / ICTNE A ESERE �ATEER :GAq N OFg IANE DwWompORI , SW II BACK u I CONTINUOUS BOTTOM RAIL GROUND /♦ ♦♦•••• ♦♦♦ ♦♦• ♦♦, r ♦• ♦•� ♦ ♦ 4i ♦4ii ♦4i• ♦�OQ.I� •••� WF/ M H WI O T O MIIERF N G E : RI M TH E %ECUTIONO FETHE WORKNUSUBJECTPOIN m LEVEL ♦♦•♦♦ r•♦ �. U7E E I � KEY 8'- 1z' OF FABRIC INTO 'ENCH I SLOPE TqP OF CONC •� . *• '" " =� TO THE APP N ROVAL OF F ENG 'n v 1„ I t- -' I - - I I ♦:�_ 4 , ♦_ ♦= !- ♦ =� =�:♦ ♦ • 4 - . I I. 9. THE AREAS OF THE PROPERTY DISTU BY THE W ORK MID _ 1 1 f 3 I = I I l T 1 11 1 1 N GR RA AD ED D TO uNl OR E SLOPE, RT SEEDED AS SPEC E 'LUGGED -U' OR •T" STEEL FENCE POST (TYPJ "' i S. I I I _ II' I 1 -I I is I IN THE SPECIFICATION LANDSCAPE WORK. W -I I I _ � • • 10. THE CONTRACTOR SHALL ESTABUSH AND MAINTAIN SOIL EROSION 11 1X , n _ CONCRETE-REFER TO I + I I I • I • • I 1 El I � ° ML SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. S -1 /CONCRETE MID 1 • I ' ALL SOIL EROSION MID SEDIMENTATION CONTROL MEASURES ARE SUBJECT REINFORCING STEEL I _ I I I I _I 11 TO INSPECTION AND MONITORING BY THE TOWN OF NORTHAMPTON. SOIL EROSION -� '• I NOTES. I 4 -L 1 . 1 _ AND SEDIMENTATION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED _ I 11,1__ 11 I •1 AREAS ME STABIUZED. I NOTES. 11 . COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT. CABLE AND ALL - SM 9 1 11' -0 APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL k• 1. FENCE POST SPACING NOT 70 EXCEED 10' -O' O.C. AND TELECOMMUNICATION SERVICE SHALL BE SOLELY THE RESPONSIBILITY V 2. TENSION ALL BARBED WIRE TO SNUG TIGHT. OF THE CONTRACTOR. 12. AU. U71U1Y WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILRY 4111 SEDIMENTATION C�OMAOL DETAIL FENCE /GATE � COMPANY REQUIREMENTS AND SPECIFICATIONS. SCALE: NTS GRADE MATERIAL ARIES, \i IVL RESTORE E GRADE TO 13. CONTRACTOR TO ALL U N SAFE" TO VERIFY D ITt AND IDENTIFY THE EXACT MATCH EEXISTING 410 SCALE: MS LOCATORS ATRS ALL UNDEE RGRORO UND T11 AND OBSUCTIONS PRIOR TO FINISHED GRADE, TRENCH COMMENCING N NCI NG G WORK IN THE CONTRACT T AREA - : t, iaiif t:5 }`L tiZ " P.:f4a tt' :,.`/1.14 ° i 1 I /- ^' I I I I I UNDISTURBED 1 • N n y 1 - -:- ` _ _ - I COMPACTET BACKFILL ac t=0- I I 1 EARTHWORK CATKIN =111' III -11 - � . 144 O - BACKFLL It 111 i (SAND OR NATIVE SOIL) 9 1R -6' 5 TELEPHONE EPAPPUCABLE h - I I U I I I SPECIFICATION WORK 4 PVC SCH 40 UTIUTY WARNING TAPE I �� 057 A im SIZE PER LOCAL TEL. N - C RRR EFER TO DETAI CO P ARE CONDUIT a UIT POWER CONDUIT 1 AS REQUIRED) WHERE APPLICABLE. ' • ■ 6 "MM. 4" MIN TO SECONDARY ELECTRIC* 12' MIN TO PRIMARY ELECTRIC* * SEPARATION DIMENSION TO BE VERIFIED - - • • UTILITY WITH LOCAL COMPANY REQUIREMENTS - - "I� �I� GROWTH ELECTRIC AND TELEPHONE TF NCH DETAL - , , — , • PCS C AARE7" , GRO WTH CARNET . � ^ 6 6EC 60EC 66EC GI, POWER BATTERY POWER COMA I CABINET CABRNET CABINET SCALE: NTS CABINET BACKUP CABINET MMRCELL n >1 # _ _ o l o i. ACCA ACCA ACCA • I ACCA "- PROPOSED EQUIPMENT • I PAD, SEE SLAB SECTION STABIUZE SIOE SLOPES YATH - - ° _ BELOW EROSION CONTROL BLANKET TYP. NORTH AMERICA REEN SCC225 OR EQUIN VALENT � SUPPORT POST n . ®• SEE ©© I lA D ®® 1 - 12' t' FOR CABINET ` FRAME AND BOND BO R� ER TO MOUNTING /XI \� FRAME LT HOLE ©Li 4, ML 44 EQ. SPCD 1/4 PER 1' 4 O 1B' O.C. EACH WAY EXISTING 1 EXISTING C Of SLAB • Z /3 TIES 0 12 0.C. GRADE GRADE 0 I ` ` _ ._ TOP OF SUB ELEV. - 520.5 h a 11111 4" T OPSOIL .. ^.� L_ • M �? : -• v = 111 = 1 1 = 1 I I t 1 =111 =1 I F 11 =! 1 =1 . ' 1 a r 1 r — 1I 1 I I I I I i I — ITT — Ii — I 1 1 I I -ITL 11 I- ITT -ITT -1 I c ✓�J G 4 \- 4 6! 4 A,' \I .Ar A, 4r 1 41 4, 4, 4r. 6 4.1 A 4 4.1.4 4, 1� 4l 4 ..4'1 4 � 4" 4/ 111.4f. / U 4 TOPSOIL , �Y4ltg4* H>•44F 4h • M h 1 O 4)t i 41} �dO tA 1 t 6t CO MPACT 4" PROCESSED ^ 6 ,. �O� ? tiO�i . �� ����k�� „' � 0 i�L�i G � l � � CONC /�`� MWAFI 500 8 GRAVEL SUBBASE 1 10 AT 18 O,C. 4__s 18 .1 11411 ('a_ --- OR EQUAL -O_ \� (2) #4 AT TOP � VEL COMPACTED \ � ■ ��� • III • AND BOTTOM NOTES; 1. REFER TO CONCRETE AND REINFORCING STEEL NOTES ON SHEET S -1. 2. GRAVEL SHALL BE NATURAL OR CRUSHED GRAVEL REBAR PLAN WRH 100 PERCENT PASSING 1 INCH SIEVE. • SECTION Ali =- • AL 411 GRAVEL ACCESS DRIVE TYPICAL SECTION CONCRETE EOUFMENT PAD DETAL SCALE: TUTS SCALE: NTS SCALE: 1/2 =1•-0• CARS Greiner Woodyard Clyde HOBART II =i S PCS o Sprint PCS A 222 RIVER ROAD A ' ^"' OIKO N ""'9M JA OR M GENERAL. NOTES AND DETAILS 500 ENTERPRISE DONE NORTHAMPTON. MA. 01053 HARTFORD MTA A -.0.n. ...-, I'M R L• s. , R A ROCKY HLL, CONNECTICUT SITE NO. EIS33XC084 V. 0RM 'N`°A11 IN OR IWO JOS NO. LIRr♦ANO RIMER REy 1-(860} -5211 -6882 s .P.r: a.alm 00Manm .,, i Mi.N ,,, F301772.28/F04 C-2 1 GENERAL LEGEND DESCRIPTIONS EXISTING PROPOSED DESCRIPTIONS EXISTING PROPOSED BASE UNE OR CENTER UNE — ems— SPOT ELEVATION 400e e4os. ,.- MIA PROPERTY UNE /STREET UNE/ - - CURVE RADIUS ��, R.O.W. UNE SIGN - - C GRADE (PROFILE) - - CATCH BASINS & DROP INLETS ^ CONTROL POINTS ' DOUBLE GRATE, CATCH BASIN "' MONUMENTS - COY, CONN. D.O.T. 0 SANITARY SEWER AND MANHOLE 0 CURB - BITUMINOUS CONCRETE - WATER MAIN AND VALVE - - + EDGE OF PAVEMENT - — — - HYDRANT b POLE (ELEC, TEL, STREET UGHT, TRAFFIC. ETC.) -0- - BUILDINGS L I OVERHEAD WIRES ____, __ - RET JNING WALL / TOE WALL ---- STREET LIGHT - L( WALL CULVERT END (PUN NEW) nA SHRUDS /HEDGES TEST BORING (N0. P1) V FENCE - • —• -•- N " • SEDIMENTATION BARRIER �"' ' ' am, CONTOUR UNES ue !ate WOODSUNE .. T SAWCUT 0 a' S ` mae ,�' PRO LDIfl3END X CON BAR" R 4 a COMPOU I -� .g in,,* 1Z /e .. .` 1-•NG ••E ` / y U� v 9:12 � ACCESS S` t * I i, �, - R - , -- -fD 0 ^ - �, ,S • DRIVE o ( - li �' �t�,• `,��,�'� • :, ., ,, f / I t ,J aYN2ES FROM __- _ �� p� n w a, Z 1 , l -- \ t FXI' R « / (( UTILITY POLE /1 sr ..... � `f f S WA .R D UTILITY POLE �2 S e �) j? 1 + c\ s Nt, y �7 i� `y.. 1 u s� A a 2 PPC -MINI REMOVE E _ ` 4 arae /a „� s o • eW1TH METE ;I EXISTING CONCRETE _ 1 FOR • T1�. .' _ . - V PAD (TYP FOR 4) S� -v.... XISTING -� �A�KINC E /T CABLE ♦�QEOUIPMENT -_ I ?� 4'' �' w BRIOGE� .- ___.- _ ^__ - ^�- - - -- - , O r ,,,• COAX CABLE (9Y �� • p itii. 9x1 Cla7ICE COVER - IN ICE BRIDGE OTM£RS; 1 7 ”- FOR CONONU TION s'� ,, `��t.%%% ROUTE OF ELECTRICAL ©�� PCS d = {- �� SPRINT EQUIPMENT PAD TO • E. .s� ' EQUIPMENT ON x_ a I OF UTILITIES AND TELEPHONE SERVICE ®�Q�CONCRETE PAD BE PARALLEL TO SOUTH SEE 1 /C -T 51= zzzs�� ©x r` \ FACE OF TANK UNDERGROUND FROM URUtt POLE /2 TO • PPC -MINI INSTALLED BY u CONTRACTOR. ma.. RO G e U Cl'' HIGH CHAIN ° Q AV ,..- ` TO R �)''- \ EXISTING WATER •a"= TO - NI INSTALLED BY L. CAL ` U FENCE WITH o Ey C t fi' SECTO 3 - D WRE 'k AZ 200 ANK �� UTILITY COMPANY. REFER t 4f, � - �� i � SPRINT ANTENNA TO DETAIL 4/C -2 12' DOUBLE LEAF i „ ,�':. 4;1411111W> O t ' OF 6 Q CM LINK GATE a , FUTURE SPRINT 1' T ANTENNA ( W / , � I , . .. 'fYP OF OVERHEAD 1 ) € 6 CORNER w, UTILITY WIRES FROM '''. I IPP ' , - POST (IYP) ��.- t, )��� EXISTING POLE NETT X74 rS� 1 J �' SECTOR 1 TO UTILITY POLE Il 11111111111 `' AZ =10 a 1 i EXISTING POLE NEAT 14. REFER , TO 1/E -2 FOR o ■ ■ ' - �"— _• I MORE INFORMATION 0 ro ` SECTOR 2 AZ =125 PROPOSED COM:..UN0 WITH GRAVEL .( -> TREATMENT. 1 Tp GRAVEL/CRUSHED STONE cq (J^ QER M) . e a LE FABRIC (MIRAFI . eL>�PI 8007{ 0fa APPR.' D EQUAL) EXTEND 1' 0 FENCE LINE w 1 �. -0^ Tilr / E 0 rn w t� - • • Y ss . wwr„ � PLAN w,ss, ii. SCALE: 1'= 1 O•-O" '�"•• ^ ® SCALE: 1 d0' z m DRS Greiner Woodward Clyde HOBART II -- Sprint PCS 4 Sp rint p A in 01/1/11. IWO ovoam `" � '� PLAN, COMPOUND �� An IN 222 RIVER ROAD © SI P HARTFORD MTA u m izv . OWED NON NO. xs a 0 500 ENTERPRISE [NINE NORTHAMPTON, MA. 01053 ® AN LEGEND ' ANC A MOMS iN WI 7 ROCKY 1-1L1_, CONNECTICUT SITE NO, EIS33XC084 Awe i F301772,28�F04 1-(860)-50-8882 o 1. ADA COMPLIANCE: FA. NOT NORMALLY 0 C P I i QL • 7 _ 3. FOR ADDITIONAL 1V OTE - DRAWINGS. ''4 P ° 4E, 3. REFERENCE IS MADE Tc Cs .E `�., PARTIAL BOUNDR 8c Tp��,, INHABITANTS OF H AMPS}ye O ` NORTHAMPTON, MASSA F G� Lam NER WO O NAFRp V SE C ..- 1...._ ....„4 IL-- pr @i PROJECT INFORM ti A7 - � O � 1 1 SITE ADDRESS: 2 v V i NpR ZONING C LASSIFICATION: I�R_ ~AP T „,o. Q ROAD RESip,nrT/ MA_ 222 RIVER S 010 5 3 PROJECT DESC HUSETT ti AC PROPOSED INSTALLATION N M AS TELECOMMUNICATONS F p T 0 AGI b RT HAM WATER TANK. PROPOSED SP{R A) ES N NO SCALE TO BE LOCATED ON THE E?�IS NT pCS , LOCATION MAP I NC q STS GRpU Wq � eR N TT N N gS RADIO EQUIPMENT WILL BE N MOON Tep K. PROJECT DIRECTp APPLICANT: SPR 9 BARN E PCs I (203)N2940 T0649ROgD 2 ��� ENGINEER: 500 EN W URS ROCKY HI RpR I SE p RWOR p C Rood Ildt (860) 529 L'be LAND SURVEYOR: URS GREI 500 ENTER$ W OOD O �� as ROCKY HILL RISE DRIVE D Cl d (860) 5 29-888 2 0606 �E a a SHEET INDEX �� a,.,t fl Id T -1 T SHEET C -1 SITE PLAN. COMPOUND p C -2 GENERAL NOTES AND p� AND LEGS 40.4 a I ND C -3 WATER ITLE TANK ELEVATION C -4 CELL SITE INSTALLATION NOrES S -1 STRUCTURAL DETAILS A ND 00" 56 S -2 ANTENNA MOU NTING ANp ED U PME E -i COMPOUND P LAN, GItGIJNDI NT p� O AND SYMBOL LIST SONOMATI AILS E -2 RISER AND SCHEMATIC _ C, DIAL DRIVING DIRECTION E -3 ELECTRICAL DETAILS � TAKE I -91 NORTH FROM HARTFORD TO EXIT 19 - TAKE E -4 ELECTRICAL DETAILS ANp BI ROUTE 9 WEST THROUGH NORTHAMPTON TOWN CENTER, BEAR LEFT LL DP MAT fRMIS ON FLORENCE ST., TO MULBERRY, THEN RIGHT ON RIVER ROAD. �- S p r in t p : - R N s= Sprj Wylie Art XC08 HOBART I I -I V 0=1 °`° `°" °'°" © p C S URS Greiner ■� rd H MTA �`° T lll f SNfEi S 222 RIVER ROAD 1:11 0 °• ktt A- NORTHAMPTON, MA. 01053 SI N0. B533 F301 71� Z 8/Fp o Fl MO. o.« NOM +os 4 M 500 ENTERPRIS DRIVE ROCKY HILL, CONNECT I e 1 ceao -529-ees2 File # MP- 2000 -0022 APPLICANT /CONTACT PERSON SPRINT SPECTRUM - DANIEL FINNEGAN ADDRESS/PHONE 9 BARNES INDUSTRIAL RD 800 - 966 -2820 PROPERTY LOCATION 222 RIVER RD , MAP 05 PARCEL 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FI ED OUT ee Pai Building Permit Filled out / yD Fee Paid C/� ( a2 03/6 Typeof Construction: MOUNT PCS ANTENNAS ON WATER TANK & EQUIPMENT CABINETS BELOW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 0-d 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Ap�pr ed as presented/based on information presented. £/ Denied as p resented: Special Permit and/o Site Plan ' equired under: § 2- ^ // ` 8, /0, - .,(Q £LANININ ; • •11' D ZONING BOARD Received & Recorded at Registry of Deeds Proof Enclosed Finding Required under: § w /ZONING BOARD OF APPEALS Received & Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w /ZONING BOARD OF APPEALS 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 Commissio �� - e i [7 Signature of :'fig 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. 10. Do any signs exist on the property? YES NO X no signs on leased parcel IF YES, describe size, type and loca5on: Are there any proposed changes to or additions of signs intended for the property? YES X _ NO IF YES, describe size, type and locatinn7 Any signs needed by law for safety 1Z . ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DOTE TO LACK OF INFORMATION. This co loam to be fiILad in by the Thai l.din• L1cpnr act i l 1 Required Existing Proposed By Zoning Lot size Total parcel is Leased area is j 106.2 acres 15' x 30' Frontage N/A Setbacks - es N/A ►1 - side L: R: L: R: 1 ! _ - rear Building height The water tank Sprint would mount j - — is 142' high its antenna at 125' Bldg Square footage N/A { %Open Space: (Lot area miinus bldg •paved parking) N/A i r of 'Parking Spaces N / A r' # of Loading Docks N/A f N/A Fill: N/A 1 (volume ..& location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. DATE: � S/' PVT se -- /�U i /''1 6 P � ? J y. APPLICANT'S SIG��IATURE ` E 0 / . p,,. 1' :S 4 7m/vy NOTE: Issu oe t a Zoning permit decal not relieve an apfAoant's b •en to - ' -mpty with alt zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Deportment of Public/ Works and other applionbie permit granting authorities. FILE File No. /1'ti 1 . .. ZONING PERMIT APPLICATION (§10.2) PLEASE TYPE OR PR22 T ALL INFORMATION Sprint Spectrum, L.P. a /k /a Sprint PCS 1. Name of Applicant: _- 9 Barnes Industrial Road - Address: Wallingford, CI' 06492 _Telephone: (203) 294 - 5600 2. Owner of Property: Inhabitants of Hampshire County Address: 222 River Road Telephone: 3. Status of Applicant: Owner Contract Purchaser X Lessee Other (explain): L Job Location: 222 River Road, Northampton, MA 01053 Parcel Id: Zoning Map# Parcel# (30 / District(s): (TO BE FILLED IN BY THE BUILDING DEPARTMENT) C. Existing Use of Structure /Property a water tank sits on the leased parcel — 6. Description of Proposed Use/WoruFroiect'Occupabon: (Use additional sheets if necessary): Sprint proposes mounting PCS antennas on the water tank and placing equipment cabinets below. Further detail is provided in the plans filed herewith. 7. Attached Plans: _Sketch Plan Site Plan X Engineered /Surveyed Plans Answers to the following 2 queLtiors may ire obtained by checking with the Building Dept or Planning Department Files, 8 Has a Special PermitVariunce/Finding ever been issues for/on the site? NO_ DON'T KNOW X YES IF YES, dae IF YES: Was the perrnit recorded at the Registry of Deeds? NO DON'T KNOW X YES IF YES: enter Bock Page and /or Document # 9. Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: - (FORM CONTINUES ON OTHER SIDE) 4 City of Northampton, Massachusetts X 04 plb� Office of Planning and Development s ' , * City Hall • 210 Main Street # A t..i >' ` �Pi�- Northampton, MA 01060 • (413) 586 -6950 ry ;�.r► FAX (413) 586 -3726 * ,,.i) .per : a tge. •iii • Community and Economic Development v ;: • Conservation • Historic Preservation,_ i :' • Planning Board • Zoning Board of Appeals • Northampton Parking Commission ----------F-^ W , ' i , TO: Anthony Patillo, Building Inspector t d '; qckg RE: Permit application r i� �cC�(1F1 FROM: Laura Krutzler, Board Secretary /OPD pEPT OF �;4�a %'� "F'0 DATE: ,0 ` - ' '/' 7 �� Would you please review and return the f ey fv,o- f,-,, � C •-� enclosed : }s, /,e ,, application ,‘ w ,`-�,_ fy_pre__ eaUtt f NT R� c,aC3,).r d j '- 61veR. before the(lanning Boar Zoning Board of Appeals meeting scheduled for tu.6 ,t. ,y,g6 so that we can advise the Boards of any concerns you may have. ti2 Thank you. 4 1 • How does the project meet the special requirements? (Use additional sheets if necessary) F. State how the project rneets the following technical performance standards: 1. Curb cuts are minimized: N /A. No curb cuts are proposed. Check off all that apply to the project: use of a common driveway for access to more than one business use of an existing side street use of a looped service road 2. Does the project require more than one driveway cut? _ NO YES (if yes, explain why) N /A. No driveway cuts are proposed. 3. Are pedestrian, bicycle and vehicular traffic separated on -site? YES NO (if no, explain why) N /A. No such traffic is FOR PROJECTS THAT REQUIRE INTERMEDIATE SITE PLAN APPROVAL, ONLY . SIGN APPLICATION AND END HERE. 9. I certify that the information contained herein is true and accurate to the best of my knowledge. The undersigned owner(s) grant Planning Board permission to enter the property to review this application. SPRINT P.C. . Date: 9/14/99 Applicant's Signature: B . J y E. m. ' nd ter, Its Attorney Date: 9f /Y/99 Owner's Signature: ��1�? /4 / 0 n •/ %/1 S T2nrad, (If not the sa as applicant's) FOR PROJECTS THAT REQUIRE A SPECIAL PERMIT OR WHICH ARE A MAJOR PROJECT, applicants MUST also complete the following: F. Explain why the requested use will: not unduly impair the integrity or character of the district or adjoining zones: not be detrimental to the health, morals or general welfare: be in harmony with the general purpose and intent of the Ordinance: 6 1 B. How will the requested use promote the convenience and safety of pedestrian movement within the site and on adjacent streets? Base station equipment will be enclosed in a fenced area as shown on plans submitted herewith. How will the project minimize traffic impacts on the streets and roads in the area? Facility is unmanned and will have no impact on traffic. Where is the location of driveway openings in relation to traffic and adjacent streets? Existing driveway at site: See plans submitted herewith. What features have been incorporated into the design to allow for: access by emergency vehicles: Existing access at site: See plans submitted herewith. the safe and convenient arrangement of parking and loading spaces: N /A. No parking and loading spaces are proposed. provisions for persons with disabilities: N /A. No access by persons with disabilities is expected. C. How will the proposed use promote a harmonious relationship of structures and open spaces to: the natural landscape: Mounting the antenna on an existing structure promotes :harmonious relationship with the natural landscape. to existing buildings: Mounting the antenna on an existing structure promotes harmonious relationship with existing buildings. other community assets in the area: Mounting the antenna on an existing structure promotes harmonious relationship with assets in the area. D. What measures are being taken that show the use will not overload the City's resources, including: water supply and distribution system: N /A. The proposed project is not expected to impact the City's water supply and distribution system. sanitary sewage and storm water collection and treatment systems: N /A. The proposed project is not expected to impact these systems. fire protection, streets and schools: N /A. The proposed project is not expected to impact fire protection, streets or schools. How will the proposed project mitigate any adverse impacts on the City's resources, as listed above ?By mounting the antenna on an existing structure the proponent has minimized any potential adverse impact on City resources. E. List the section(s) of the Zoning Ordinance that states what special regulations are required for the proposed project (flag lot, common drive, lot size averaging, etc.) The proponent is not aware of any applicable special regulations. 5 e r iv L , f, CITY OF NORTHAMPTON LiU1 SEP 1 7 1999 PLANNING BOARD APPLICATION I �,� z ! ° Tiorz 1. Type of Project: x SITE PLAN APPROVAL : fit?" i "" ", i' „- X Intermediate Project (Site Plan) Major Project (Site Plan Special Permit) OR SPECIAL PERMIT: Intermediate Project (with Site Plan Approval) Major Project (Site Plan Special Permit ) 2. Permit is requested under Zoning Ordinance: Section: Page: - 3. Applicant's Name: Sprint Spectrum, L.P. a /k /a Sprint PCS Address1 International Blvd., . , Mahawa NJ 074 -Telephone: (888) 859 -1400 4. Parcel Identification: a; rr Pat'eel IV , 001 , Zoning District: RR Street Address: 222 River Road, Northampton, MA 01053 5. Status of Applicant: Owner ; Contract Purchaser ; Lessee X Other ; (explain) 6. Property Owner: Inhabitants of Hampshire County Address: 222 River Road, Northampton, MA 01053Telephone: y i 3 5 VS 7. Describe Proposed Work/Project: (Use additional sheets if necessary): Sprint proposes mounting PCS Antennas on a water tank and plating rent cabinets below. Further detail is provided in the plans filed herewith. Has the following information been included in the application? Site/Plot Plan X List of requested waivers N/A Fee X Signed/Denied Zoning Permit Application x 8. Site Plan and Special Permit Approval Criteria. (If any permit criteria does not apply, explain why) Use additional sheets if necessary. Assistance for completing this information is available through the Office of Planning & Development. A. How will the requested use protect adjoining premises against seriously detrimental uses? No potential serinnsly detrimental uses exist. How will the project provide for: surface water drainage:Existing surface water drainage system will be utilized. sound and sight buffers: Antennas will be below the top of water tank to minimize any visual impact. the preservation of views, Light and air: Same as above. 4