42-089 (26) Final Construction Control Document
} To be submitted at completion of construction by a
Registered Design Professional
t r` for work per the 81h edition of the
Massachusetts State Building Code, 780 CMR, Section 107
Project Number: BS33XCO83-B
Project Title: TOWN DUMP/AMERICAN TOWER(Sprint NV Project) Date: October 9,2014
Property Address: 170 Glendale Road Florence, MA MBLIJ: 42 -089-001
Project: Check(x)one or both as applicable: New construction X Existing Construction
Project description: Sprint PCS site modification.Install(3)new NV antennas, (6)RRH's,and(1)Backhaul
antenna on the tower. Install(1) MM-BTS cabinet,(1)Battery cabinet, and(1) Fiber Distribution Box on the
ground.
I Derek J. Creaser, MA Registration Number: 49195 Expiration date: 6/30/16 , am a registered design professional, and
I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:
Architectural Structural Mechanical
Fire Protection Electrical X Other Describe: Entire Project
for the above named project. I, or my designee,have performed the necessary professional services and was present at the
construction site on a regular and periodic basis.To the best of my knowledge, information, and belief the work
proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building
permit and that I or my designee:
1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals
by the contractor in accordance with the requirements of the construction documents.
2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable.
3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the
progress and quality of the work and to determine if the work was performed in a manner consistent with the
construction documents and this code.
Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107.
OF qq
Enter in the space to the right a"wet"or
electronic signature and seal: pF� J tiG
i w
Phone number: (978)557-5553 Email: in gngrouplle.com
Hudson Design Group, LLC
1600 Osgood Lndg, Bldg 20N, Suite 3090
North Andover, MA 01845
Building Official Use Only
Building Official Name: Permit No.: Date:
Version 06 11 2013
ELECTRICAL AND GROUNDINCz NOTES Sprint �'I
0,
RET CABLES 1, ALL ELECTRICAL WO SHALL CONFO P1 TO THE REQUIREMENTS OF THE
( RK VISION
NATIONAL ELECTRICAL CODE (NEC)AS WELL AS APPLICABLE STATE
AND LOCAL CODES. 1 INTERNATIONAL 4S5URE 800
COAX JUMPERS, AHWAH,NJ 079
TYP. 2. ALL ELECTRICAL ITEMS SHALL BE UL.APPROVED OR LISTED AND OFFICE:(201)684-4000
PROPOSED PROCURED PER SPECIFICATION REQUIREMENTS, FAX:(201)648-4223
BACKHAUL
ANTENNA ——
PROPOSED PROPOSED 3. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO
ODU RADIO 800/19e0 MM WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL Alcatel-Lucent
ANTENNA DC/FIBER PAIR, CONDUITS OR SCHEDULE 80 PVC,(AS PERMITTED BY CODE)AND
TYP. WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC
18ee 800 CAT5E CABLE CONDUITS. 1 ROBBINS RD
MHz MHz (TYP I PER BACKHAUL
I RRH RRH ANTENNA) 4. BURIED CONDUIT SHALL E5E SCHEDULE 40 PVC. WESTFORD MA 01886
DATA AND DG POWER GABLES 5 ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THUN,OR TEINN OFFICE:(978)692-1153
T 99 INSULATION.
I I I I I I I HYBRIFLEX GABLE
I I I GROUNDING KIT 6. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY
I (TYP AT 3 LOCATIONS) DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET
AND MM-5T5 CABINET AS INDICATED ON THIS DRAWING PROVIDE FULL
(3)1-1/4"HYBRIFLEX LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT.PROVIDE GREENLEE LTLANTIS
CA5LE5 CONDUIT MEASURING TAPE AT EACH END.
I —————— I I I I I 7- WHERE CONDUIT BETWEEN MM-BTS AND PROJECT OWNER CELL SITE PPG G R O , P
L——— I I AND BETWEEN MM-BTS AND PROJECT OWNER CELL SITE TELCO SERVICE 1340 Centre Street, Suite 9
L——————— Newton Center, MA 02459
CABINET ARE UNDERGROUND USE PVC,SCHEDULE 40 CONDUIT.ABOVE
THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. Office: 617-965-056
t0 ADDITIONAL Fax: 617-213-5056
I I I I I I I SECTORS
(———L I I I ( I I I 8. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
B. GROUNDING SHALL COMPLY WITH NEC ART.250.
10. GROUND HYBRIFLEX GABLE SHIELDS At 3 LOCATIONS USING
"2 INSULATED STRANDED GROUND EX15TING ANTENNA GROUND BAR MANUFACTURER'S HYBRIFLEX CABLE GROUNDING KITS SUPPLIED BY
CONNECTIONS BETWEEN (AGB)
ANTENNAS, 4 RRl-4 TO AGB PROJECT OWNER "
INTEGRAL GROIN PROPOSED 11. USE•6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR
KIT 4 E GAL GROIN FIBER ABOVE GRADE GROUNDING(UNLESS OTHERWISE SPECIFIED)AND 02
I SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING As
AS
"2 SOLID TINNED—. WITH 2 HOLE LUG DISTRIBUTION t
COPPER GROUND WIRE INDICATED ON THE DRAWING.
BOX
EXISTING PP FROM AGB TO MGB I r————————————— 12. ALL GROUND CONNECTIONS TO BE BUf;NDY HYGROUND COMPRESSION
CABINET I TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD.p0 NOT ALLOW
(3)1.5" Wf=ERFLEX CONDUITS BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL.
PROPOSED NEW 100A/21=I I FOR DC POWER,FIBER, 4 ALAf�1 AND
AC LOAD CENTER BREAKER IN I I 3"2 TPUN .108 G. 3. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST DIC
120-/24OV. 200A PANEL I I IN 1-1/4"C. STRAIGHTEST PATH POSSIBLE,EXCEPT AS OTHERWISE INDICATED.
SEE NOTE 21 GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE.ALWAYS THIS DOCUMENT IS THE CREATION,
�--FROM POWER 10-3W I I MAKE AT LEAST 12" RADIUS BENPS.% WIRE CAN BE BENT AT 6"RADIUS DESIGN,PROPERTY AND COPYRIGHTED
SOURCE 60I-IZ AC POWER WHEN NECESSARY.BOND ANY METAL OBJECTS WITHIN 6 FEET OF WORK OF SPRINT COMMUNICATIONS,
DUPLICATION OR USE
(EXISTING) PR INC. ANY
PROJECT OWNER EQUIPMENT OR CABINET t0 MASTER GROUND BAR OR WITHOUT EXPRESS WRITTEN CONSENT
I I PROPOSED PROPOSED PROPOSED GROUNDING RING. IS STRICTLY PROHIBITED. DUPLICATION
MM-BT5 BBU BBU AND USE BY GOVERNMENT AGENCIES
CABINET CABINET CABINET FOR THE PURPOSES OF CONDUCTING
FIBER I 14. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE THEIR LAWFULLY AUTHORIZED
TELCO I COMPRESSION TYPE COPPER LUGS.APPLY OXIDE INHIBITING REGULATORY AND ADMINISTRATIVE TELCO DEMARCATION COMPARTMENT I I COMPOUND TO ALL LOCATIONS. FUNCTIONS IS SPECIFICALLY ALLOWED.
(EXISTING) I I ——————————— 15. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE
GROUND CONNECTIONS. SUBMITTALS
3-02 I I I I I 16. BOND ANTENNA MOUNTING BRACKETS,HYBRIFLEX CABLE GROUND KITS, NO DATE DESCRIPTION BY
I-" GROUND
I-1 I/4" V
I I r—————————————————— ———J I AND RRHe TO EGB PLACED NEAR THE ANTENNA LOCATION, A 03116/12 ISSUED FOR REVIEW MB
PG I I I I (
WITH RIGID RISERS I I I I ————————————————— — ——————J 11. BOND ANTENNA EG5'5 AND MGB TO GROUND RING. 0 04118/12 PRELIMINARY FINAL MB
I I I I I 18. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD I 05/1-TA2 FINAL CD MB
1 1/2"ETHERNET LINE RESULT FOR PROJECT CLOSE-OUT DOCUMENTATION.5 OHMS MINIMUM
IN EXISTING CONDUIT I I 1 I --------"6 GROUND,EA. INSULATED (2)2" CONDUITS RESISTANCE REQUIRED.
I I I COPPER
I I 19. CONTRACTOR SHALL CONDUCT ANTENNA,HYBRIFLEX CABLES,AND RRH
RETURN-LOSS AND DISTANCE- TO-FAULT MEASUREMENTS(SWEEP TESTS)
EXISTING MASTER GROUND BAR AND RECORD RESULTS FOR PROJECT CLOSE OUT.
(MGB)
20. CONTRACTOR SHALL CHECK CAPACITY OF EXISTING SERVICE 4 PANEL ON SITE NUMBER:
I 51TE TO DETERMINE IF CAPACITY EXI5TS TO ACCOMMODATE THE ADDED 5533XC083-8
LOAD OF THIS PROJECT.ADVISE ENGINEER OF ANY DISCREPANCY. SITE NAME:
"2 STRANDED INSULATED TOWN DUMP/AMERICAN
GROUND WIRE MGB TO \ 21- NEW BREAKER 100A-2P TO MATCH EXISTING BREAKERS IN EXISTING PANEL.
GROUND POINT WIRE FOR AC POWER TO BE TYPE THWN,COPPER,15°G,3"2 TOWER
II— 22• ONCE CAT5 HAS BEEN INSTALLED TO THE MPT ON THE TOWER IT MUST BE SITE ADDRESS:
J` VERIFIED. nO CA-ENDALE ROAD
TESTING OPERATION REQUIRES TWO MEN.ONE MAN ON TOWER WITH FLORENCE,MA OW62
REMOTE ADAPTER AND THE OTHER ON GROUND WITH TEST UNIT. SHEET TITLE:
*CONTRACTOR(ELECTRICIAN)TO VERIFY IN FIELD THAT THE CABLING TESTING TOOLS: FLUKE CIQ-100(OR EQUIVALENT),LAPTOP AND CABLE TYPICAL POWER E
IQ REPORTER SOFTWARE.TESTING SHOULD BE CARRIED OUT PER ALU GROUNDING
SERVICING THE EXITING BTS CABINET FROM THE EXISTING POWER PANEL IS MWEIG-SEC.340-CAT5 VERIFICATION GUIDELINES. ONE LINE DIAGRAM
RATED EQUAL TO OR GREATER THAN 02 AUG SPECIFIED FOR THE PROPOSED
BT5 CABINET.UPGRADE THE CABLING AND CONDUIT IF NEEDED. SHEET NO:
1 T1 PIGAL POWER 4 G2ROUNDING ONE LINE DIAGRAM E � 2
SCALE: N.T.S.
ELECTRICAL SPECIFICATIONS: GROUNDING NOTES:
I.ALL ELECTRICAL WORK SHALL CONFORM TO THE TO GROUND POINS I.GROUNDING SHALL BE IN ACCORDANCE WITH NEC Sprint
NATIONAL ELECTRICAL CODE, ARTICLE 250-GROUNDING AND BONDING. 11.
r PROPOSED
2.THE AG PANEL IN THE POWER CABINET IS WIRED AS 2.ALL GROUND WIRES SHALL BE BARE •6 AWG�H VISION ,"
A SERVICE ENTRANCE.IF IT 15 USED AS SERVICE PANEL BCW UNLESS NOTED OTHERWISE.
CABINET 1 INTERNATIONAL BLVD.,SURE 600
THE NEC-250b6 REQUIRED GROUNDING ELECTRODE MAHWAH,NJ 07495
PROPOSED CONDUCTOR SHALL BE INSTALLED IN THE AG POWER 3.ALL GROUNDING WIRES SHALL PROVIDE A OFFICE:(201)664.4000
BBU CONDUIT.THE INSTALLATION SHALL BE PER LOCAL STRAIGHT,DOWNWARD PATH TO GROUND WITH FAX:(201)6484223
CABINET AND NATIONAL ELECTRIC CODE(NFPA-10). IN THE — GRADUAL BENDS AS REQUIRED.GROUND WIRES
CASE THAT MAIN SERVICE DISCONNECT 15 SUPPLIED AT SHALL NOT BE LOOPED OR SHARPLY BENT.
THE MAIN METER LOCATION,THE BOND BETWEEN
NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR IN m PROPOSED 4.EACH EQUIPMENT CABINET SHALL BE
I p THE AC PANEL SHALL BE REMOVED BY CONTRACTOR �� a BBU CONNECTED TO THE MASTER ISOLATION GROUND Alcatel-Lucent
1 PROPOSED \� N CABINET BAR(MGB)WITH"6 AWG INSULATED STRANDED
M BBU 3.EXOTHERMIC WELDING I5 RECOMMENDED FOR �� O 1 COPPER WIRE.EQUIPMENT CABINETS WALL NAVE
0' CABINET GROUNDING CONNECTION WHERE PRACTICAL '® �� (2)CONNECTIONS. 1 ROBBINS RD
N OTHERWISE.THE CONNECTION SHALL BE MADE USING L
COMPRESSION TYPE-2 HOLES,LONG BARREL LUGS OR 5.PROVIDE DEDICATED 02 AWG COPPER GROUND WESTFORD MA01886
y } DOUBLE CRIMP "C" CLAMP.THE COPPER GABLES WIRE FROM EACH ANTENNA MOUNTING PIPE TO OFFICE:(976)692-1153
SHALL BE COATED WITH AN ANTI-OXIDANT(THOMAS ASSOCIATED CIGBE.
LT BETTS KOPR-SHIELD)BEFORE MAKING THE CRIMP PROPOSE /
I CONNECTIONS THE CONTRACTOR SHALL FOLLOW MULTIMODE 6.THE CONTRACTOR SHALL VERIFY THAT THE
PROPOSED / MANUFACTURER'S RECOMMENDED TORQUES ON THE BTS / EXISTING GROUND BARS HAVE ENOUGH
MULTIMODE / BOLT ASSEMBLY TO SECURE CONNECTIONS. T CABINET / SPACE/HOLES FOR ADDITIONAL TWO HOLE LUGS.
BTS / 4 °6 GROUND EA. INSULATED 1.ALL CONDUITS SHALL BE RIGID GALVANIZED TLANTIS
CABINET / .THE ANTENNA GABLES SHALL BE GROUNDED AT THE COPPER(TYP) i
LIGHTNINGBOTTOM O TION.THE ANTENNA CABLE SHIELD EXISTING MA5ER-- BUSHINGS.AND `HALL BE PROVIDED WITH GROUNDING G R O U P
SHALL BE BONDED TO A COPPER GROUND BU5 AT THE GROUND BAR(MGB)' --- — 1340 Centre Street, Suite 203
r" LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT 8.PROVIDE GROUND CONNECTIONS FOR ALL Newton Center, MA 02459
BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. PROTECTIVE GROUNDING SYSTEM GENERAL NOTES: METALLIC STRUCTURES,ENCLOSURES,RACEWAYS Office: 617-965-0789
WIRE RUN5 TO GROUND SHALL BE KEPT AS STRAIGHT AND OTHER CONDUCTIVE ITEMS ASSOCIATED WITH Fax: 617-213-5056
(3)1.5" 5UPERFLEX— , 3-'2 w AND SHORT AS POSSIBLE.ANY ANTENNA CABLES I.AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES,PANEL,AND FRAMES OF THE INSTALLATION OF CARRIER'S EQUIPMENT.
CONDUITS FOR DC I-"8 GROUND OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED
POWER,FIBER 4 ALARM EQUIPMENT AND WHERE EXPOSED FOR GROUNDING.CONDUCTOR TERMINATION
1- 1 1/4" PVC m W WITH ADDITIONAL GROUNDING AT MID-POINT. SHALL BE PEI;;4=ORMED UTILIZING TWO HOLE BOLTED TONGUE COMPRESSION 9.WHEN GABLE LENGTH IS OVER 20'THE
WITH RIGID U TYPE LUGS WITH STAINLESS STEEL SELF-TAPPING SCREWS. MANUFACTURERS GROUND KIT MUST BE INSTALLED +
RISERS q 5.THE MASTER GROUND BAR CMGB)SHALL BE MADE PER THE MANUFACTURERS SPECIFICATIONS.
OF BARE 1/4"x2"COPPER(FOR OUTDOOR 2.ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM
12"' ETHERNET' APPLICATIONS IT SHALL BE TINNED COPPER)AND CONDUCTORS AND PVC CONDUITS SHALL BE PvC TYPE (NON CONDUCTIVE).DO
LINE IN LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NOT USE METAL BRACKETS OR SUPPORTS WHICH WOULD FORI-1 A COMPLETE RING
EXISTING NUMBER OF GROUND CONNECTIONS.THE HARDWARE AROUND ANY GROUNDING CONDUCTOR
CONDUIT W Z SECURING THE MGB SHALL ELECTRICAL INSULATE THE
MGB FROM ANY STRUCTURE TO WHICH O
IT IS FASTENED. 3.ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A COPPER SHIELD
3 m ANTI-CORROSIVE AGENT SUCH AS T4B KOPR SHIELD.VERIFY PRODUCT WITH �y
O q 6.GROUND CONNECTIONS: CLEAN SURFACES LIGHTSQUAREP PROJECT MANAGER.
L V THOROUGHLY BEFORE APPLYING GROUND LUGS OR
CLAMPS. IF SURFACE 15 COATED.,REMOVE THE 4.ALL BOLTS,WASHERS,AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE
COATING,APPLY A NON-CORROSIVE APPROVED STAINLESS STEEL.
COMPOUND TO GLEAN SURFACE AND INSTALL LUGS OR
~ CLAMPS.WHERE GALVANIZING 15 REMOVED FROM 5.INSTALL GROUND BUSHING ON ALL METALLIC CONDUITS AND BOND t0 THE
z METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH EQUIPMENT GROUND BUS IN THE PANEL BOARD.
M "GALVAMOX",OR EQUAL.
W U 6.GROUND ANTENNA BASES,FRAMES,CABLE RACKS,AND OTHER METALLIC THIS DOCUMENT IS THE CREATION
1.FIBER OPTIC CIRCUITS SHALL BE IN ACCORDANCE COMPONENTS WITH "2 INSULATED TINNED STRANDED COPPER GROUNDING DESIGN,PROPERTY AND COPYRIGHTED
WITH NEC ARTICLE 110-OPTICAL FIBER GABLES AND CONDUCTORS AND CONNECT t0 INSULATED SURFACE MOUNTED GROUND BARS. WORK OF SPRINT COMMUNICATIONS,
INC. ANY DUPLICATION OR USE
RACEWAYS CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR WITHOUT EXPRESS WRITTEN CONSENT
GROUNDING. IS STRICTLY PROHIBITED. DUPLICATION
EXISTING 8.COMMUNICATIONS CIRCUITS SHALL BE IN AND USE BY GOVERNMENT AGENCIES
PPG CABINET ACCORDANCE WITH NEC ARTICLE 1.GROUND HYBRIFLEX SHIELD AT BOTH ENDS USING MANUFACTURER'S THHEIR THE LAWFRPOYEAUTTHORIZEDCTING
800-COMMUNICATION5 SYSTEMS. GUIDELINES. REGULATORY AND ADMINISTRATIVE
FUNCTIONS IS SPECIFICALLY ALLOWED.
j T�'PIGAL ELECTRICAL PLAN 2 TYFIGAL GFC)UNDING PLAN
SCALE: N.T.S. SCALE: N.T.S. SUBM�����5
NO DATE DESCRIPTION BY
K-,AWG FROM ANTENNA CABLE --- ------ -----►A
GROUND KIT(SEE DWGS.FOR A 03/16/12 ISSUED FOR REVIEW MB
STAINLESS STEEL GABLE QUANTITIES)
0 04/18/12 PRELIMINARY FINAL M5 4j HARDWARE —
GROUND BAR ON WALL OR ON I 05/11/12 FINAL CD MB
ANTENNA TOWER --
.- o
0 ----TWO HOLE COPPER
/ ° 0 0 0 0 � COMPRESSION
2 0 CABLE
GROUND GA TERMINAL
0
00 0 } 0 0 000
X 0000 0000
i -GROUND BAR
0 0-i-
"
�0 0 0J0 ° - n QO O OOOO OOOO OQO
3
( 1 � n NO
0 0 ELEVATION 1."DOUBLING UP" OR"STACKING" O O SITE NUMBER:
P OF CONNECTION IS NOT M33XCO53-5
LOCK WASHER PERMITTED. -TWO HOLE LUG,OR EXOTHERMIC SITE NAME:
LEGEND CTYPJ :—FLAT WASHER 2.OXIDE INHIBITING COMPOUND WELD TO BE USED WITH 02 AWG °
(TYPJ TO BE USED AT ALL LOCATIONS. BCW TO BUILDING,GROUND OR TOM DUMP/AMERICAN
I- COPPER TINNED GROUND BAR, 1/4"X 4"X 20",OR OTHER LENGTH AS REQUIRED, 3/8"xl 114" HEX 3.GADWELD DOWNLEAD5 FROM GROUND RING TOUR
HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION NUT(TYP.) ALT UPPER EGB,LOWER EGB AND
2- INSULATORS,NEWTON INSTRUMENT GAT.NO.3961-4 OR EQUAL / MGB. • - GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES SHALL SITE ADDRESS:
ONLY USE EXOTHERMIC WELDS. 110 Ci-ENDALE ROAD
3- 5/8" LOCKWASHER5 OR EQUAL FLOWNCE,MA 01062
4- WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO.GAT NO.A-6056 OR EQUAL GROUND BAR - ATTACH "DO NOT DISCONNECT"LABELS TO GROUND BARS.CAN
5- 5/8-11 X 1" H.H.CS.BOLTS USE BRASS TAG "DO NOT DISCONNECT" AT EACH HYBRIFLEX SHEET TITLE:
EXPOSED BARE COPPER TO BE KEPT TO
GROUND CABLE ABSOLUTE MINIMUM,NO INSULATION GROUND POINT OR BACK-A-CITE PLATE LABEL ON GROUND BAR ELECTRICAL,GROUNDING
NOTE: ALLOWED WITHIN THE COMPRESSION - CONNECT SEQUENCE- BOLT/WASHER/NO-OX/GROUND PLAN 4 DETAILS
ALL BOLTS,NUTS,WASHERS AND LOCK WASHERS SHALL BE 18-8 SECTION "A-A" TERMINAL (TYPICAL) 5AR/NO-OX/WA5HER/LOGK-WASHER/NUT.THI5 15 REPEATED FOR EACH
STAINLESS STEEL.
LUG CONNECTION POINT. SHEET N0:
GROUND BAR DETAIL TYPICAL GROUND BAR CONNECTIONS DETAIL ANTENNA GROUND BAR DETAIL _ 1
SCALE: N.T.S. SCALE: N.T.S. N.T.S. SCALE:
,4NTENN,4 AND RRN MOUNTING DESIGN FENDING 4FFROVED STRUGTUR,4L ,4ND SF'EGIFIG MOUNTING DE&ICON \
Sprint
VISJ N
1 INTERNATIONAL BLVD.,SUITE SW
MAHWAH,NJ 07495
OFFICE:(201)664.4000
FAX:(201)648-4223
Alcatel-Lucent
1 ROBBINS RD
WESTFORD MA 01886
OFFICE:(978)692.1153
LTLANTIS
G R O U P
1340 Centre Street, Suite 203
Newton Center, MA 02459
Office: 617-965-0789
PROPOSED 6'-O"' TALL PROPOSED 6'-0"' TALL Fax: 617-213-5056
3" 0 5014.40 PIPE MAST 3" 0 5GH.40 PIPE MAST
yaA
PROPOSED MW
DISH ANTENNA
PROPOSED MW
ODU RADIO DISH ANTENNA ` r
ODU RADIO
1
EXISTING PLATFOFZ1 FRAME
2"0 SGH.40
PROPOSED PIPE SUPPORT
GROSS PLATE THIS DOCUMENT IS THE CREATION,
_— DESIGN,PROPERTY AND COPYRIGHTED
WORK OF SPRINT COMMUNICATIONS,
NC. ANY DUPLICATION OR USE
, WITHOUT EXPRESS WRITTEN CONSENT
EXISTINCs ANTENNA
IS STRICTLY PROHIBITED. DUPLICATION
t AND USE BY GO`✓ERNMENT AGENCIES
0 FRAME HORIZONTAL _ g _ FOR THE PURPOSES OF CONDUCTING
MOUNTING PIPE (TYP.) THEIR LAWFULLY AUTHORIZED
a REGULATORY AND ADMINISTRATI'✓E
EXISTING PIPE e..dPPORT ;j FUNCTIONS IS SPECIFICALLY ALLOWED.
GROSS PLATE (TYP)
SUBMITTALS
2"0 5r—q.40
N NO DATE DESCRIPTION BY
' A 03/16/11 155UED FOR REVIEW MB
PROPOSED ADJUSTABLE CLAMP
PLATE TIE-BACK(TYP) 0 04/18/12 PRELIMINARY FINAL MB
(51TEPRO•PUCK OR EQUIVALENT) I 0511-IA2 FINAL CD MB
2
S-I
BACK VIE_ VIEW
SITE NUMBER:
ADJUSTABLE GLAMP PLATE TIE-BACK 5633XCO83-5
SITE NAME:
(SITEPRO "PUCK OR EQUIVALENT) TOWN DUMP/AMERICAN
TOWER
SITE ADDRESS:
n0 cat-SALE ROAD
FLORENCE,MA 01062
SHEET TITLE:
STRUCTURAL
DETAILS
SHEET NO:
1 BACKNAUL MOUNTING DETAIL ADJUSTABLE GLAMP PLATE TIE-BACK
SCALE : N.T.&
REFER TO STRUCTURAL ANALYSIS DOCUMENT ENTITLED "STRUCTURAL ANALYSIS REPORT "PREPARED BY ,AMERICAN TOWER CORPORATION, "ATC SITE NUMBER : 15035", DATED MAY 1, 2012
NOTES: Sprint �/I,,,
I. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ` NION
1 INTERNATIONAL BLVD.,SUITE 800
2. CONTRACTOR TO VERIFY DIAMETER OF MONOPOLE PRIOR TO ORDERING MONOPOLE RING MOUNT MAHWAH,NJ 07495
ANTENNA C.L.
O FFIC E:(201)684-4000
3_ ALL COMPONENTS TO BE ORDERED FROM VALMONT/SITE PRO I,OR APPROVED EQUAL FAX:(201)648-4223
4. ALL STRUCTURAL STEEL COMPONENTS 4 FASTENERS TO BE NOT-DIPPED GALVANIZED.
V 2-1/8"5CH.40 PIPE Alcatel-Lucent
w
3'-6"TALL(TYP)
UZ "DOUBLE ANTENNA CLAMP" , 1 ROBBINS RD
Q VALMONT PN: DAG(TYP) WESTFORD MA 01886
O 8"STANDOFF I OFFICE:(978)692-1153
J�Z MONOPOLE MOUNT
VALMONT PN: MM01
CENTER OPENING BETWEEN ADJACENT
A I I RRH ON EXISTING SAFETY CLIMB
TLANTIS
i G R O U P
PROPOSED 1340 Centre Street, Suite 203
800/1900 MM ANTENNA ° ° ° ° Newton Center, MA 02459
Office:
DOWNTILT ANGLE: I I Falx: 617-213-5056 5 9
6
PER RF ENGINEER
DOWNTILT BRACKET RING MOUNT RRH
(SEE NOTE 1) A
PROPOSED 6'-0"'TALL
3" 0 SC-14.40 PIPE MAST EXISTING MONOPOLE I f
1MAR8.
"DOUBLE ANTENNA CLAMP"
VALMONT PN: DAC(TYP)
EXISTING PIPE SUPPORT
NEW REMOTE RADIO HEADS THIS DOCUMENT IS THE CREATION
DESIGN,PROPERTY AND COPYRIGHTED
WORK OF SPRINT COMMUNICATIONS,
INC. ANY DUPLICATION OR USE
WITHOUT EXPRESS WRITTEN CONSENT
EXISTING ANTENNA IS STRICTLY PROHIBITED. DUPLICATION
FRAME HORIZONTAL °e AND USE BY GOVERNMENT AGENCIES
MOUNTING PIPE(TYP.) e e FOR THE PURPOSES OF CONDUCTING
THEIR LAWFULLY AUTHORIZED
REGULATORY AND ADMINISTRATIVE
�o "�• FUNCTIONS IS SPECIFICALLY ALLOWED.
SUBMITTALS
NO DATE DESCRIPTION BY
A 03/16/12 ISSUED FOR REVIEW MB
EXISTING MONOPOLE
0 04/18/12 PRELIMINARY FINAL MB
1 05/11/12 FINAL CD MB
MONOPOLE
RING MOUNT CENTER OPENING BETWEEN ADJACENT
(SEE NOTE I)
RRH ON EXISTING SAFETY CLIMB
SITE NUMBER:
5533XC083-5
SITE NAME:
°o a oe 2-1/8" SCH.40 PIPE TOJN DUMP/AMERICAN
3'-6" TALL (TYP) TOWER
SITE ADDRESS:
no GLENDALE ROAD
8" STANDOFF MONOPOLE MOUNT FLORENCE,MA 01062
VALMONT PN: MM01 OR SHEET TITLE:
APPROVED EQUAL STRUCTURAL
MM ANTENNA MOUNTING DETAIL ESP MOUNTING DETAIL DETAILS
SHEET NO:
1 ANTENNA AND RRI4 1"IOUNTING DETAILS - I
SCALE: N.T.S.
TOWERTOP SCENAR102 — Power Feed Polarity Definition: Sprint Black=-48VDC Feed (Battery)
BlackAftite Stripe= Return V1
800 AND SINGLE 1 900 RRH PAIR WITH SINGLE 800/ 1900 RADOIUIE ANTENNA 11NTERNATIONA,NJ07,SURE600
MAHWAH,NJ 07495
ScENAmo 2 V 1.8.vsn NOTE: For power feed use the same OFFICE:(201)684-4000
Hybriflex OEM color designator as FAX:(201)648 4223
IMPORTANT: GENERAL CONTRACTOR/TOIUER Antennas Antennas 1900 the fiber.
CREW SHALL VERIFY THAT THE LATEST NETWORK Alcatel-Lucent
VISION RAN CONNECTION DIAGRAMS ARE USED 800 ( MM Pair 1= F1=Green=P1(Green)
FOR EQUIPMENT INSTALLATION. MM Pair 2= F2= Blue= P2(Blue) 1 ROBBINS RD
MM Pair 3= F3= Red= P3(Red) WESTFORD MA 01886
MM Pair 4=F4=Yellow= P4(Yellow) OFFICE:(978)692-1153
MM Pair 5=F5=Orange= (No P5
800 and 1900 Antennas in a power feed)
Single Radome
LTLANTIS
+45 RET! si5 +45 REf! 45 +45 REr! -45 OEM COLOR CODE G R O U P
ALD AUD ALD 1340 Centre Street, Suite 203
HYBRIFLEX Newton Center, MA 02459
SEE 8+a0 AND 1900 DETAIL SHEET---
Office: 617-965-0789
Fax: 617-213-5056
FOR MORE DETAIL.
DRAWING LEGEND
1
AM BTS
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THIS DOCUMENT IS THE CREATION,
CDMA 800 RRH FAIR P DESIGN,PROPERTY AND COPYRIGHTED
RRH X50E00 I NOTE Alarm Jumper is required to make it SEE CONNECTION WORK OF SPRINT ON COMMUNICATIONS,
RRH#2 of the pair.
WITHOUT EXPRESS WRITTEN CONSENT
LEGEND FOR MORE IS STRICTLY PROHIBITED. DUPLICATION
RRH 21.40-PCS I RRH2r40-PCS DETAILS AND USE BY GOVERNMENT AGENCIES
FOR THE PURPOSES OF CONDUCTING
CPRI CPRI CPRI CPRI CPRI CPRI THEIR LAWFULLY AUTHORIZED
PRI 48VDC SEC ALD AISG PRI 48VDC SEC SEC �4MC PRI ALM REGULATORY AND AIFICAL Y ALLOWED.
FUNCTIONS IS SPECIFICALLY ALLOWED.
Dual RRH CPRI daisy Alarm Jumper/ SUBMITTALS
chain Alarm Cap
NO DATE DESCRIPTION BY
A 03Ar.A2 155UED FOR REVIEW MB
0 04/18/12 PRELIMINARY FINAL MB
Fiber F2-CDMA Shared DC Power 1 05/11/12 FINAL CD Me
.,
Fiber F1-CDMA Fiber F5-LTE
Fiber F3-11-TE
Power P1 Power P2 SITE NUMBER:
Fiber F4 (Unused) 5533XC083-5
SITE NAME:
Power+ 4 (Unused) TOWN DUMP/AMERICAN
TOWER
Hybriflex run to Distribution SITE ADDRESS:
Power P3 (Unused Box nO Ci-ONDALE ROAD
FLORENCE,MA OW62
SHEET TITLE:
CABINET 4 ANTENNA
WIRING DIAGRAM
SHEET NO:
1 EQUIPMENT 4 ANTENNA WRING-:; DIAGRAM
SCALE: N.T.S.
NOTE: 3" PIPE CAP BUTTERFLY
NEW CABINET TO BE ANCHORED TO THE }"U-50LT5 FOR CLIPS AS
EXISTING STEEL DUNNAGE IN ACCORDANCE REQUIRED Sprint
._ ;-- CONNECTING —2'-II 3/e"--!,
WITH MANUFACTURER'S RECOMMENDATIONS. 3\° " 38" - UNISTRUT TO PIPE
CONTRACTOR TO INSTALL ADDITIONAL ° jil
STEEL MEMBERS AS NECESSARY" PI000 UNISTRUT 00
VISION-,
NOTE: 1 INTERNATIONAL BLVD.,SUITE 8
3"0 SGH.40 , ALL EXPOSED MAHWAH,NJ 07495
n STEEL PIPE 0 STEEL TO BE OFFICE:(201)684-4000
;,, HOT DIPPED FAX:(201)648.4223
P1000 UNISTRUT ` GALVANIZED
PER A5TM
60ECv2 CABINET ° j A-653
SPECIFICATIONS Alcatel'Lucent
FIBER
F1�O HEIGHT 60" _ BOXRIBUTION
rll hI4>�gp• WIDTH 31" `r TO 9 SPECIFICATIONS 1 BOBBINS RD
m ANTENNAS TO n HEIGHT 3'-8 3%," WESTFORD MA 01886
DEPTH 30" (4)3/4"0 ANCHOR BGR
BOLTS EMBEDDED EXIST WIDTH 2'-II 3/8" OFFICE:(978)692-1153
WEIGHT W/ 1 CONCRETE SLAB
BATTERIES 1625 LBS. INTO CONCRETE --' D I'
-Y4"
t EPTN
I/4"x6"x6" STEEL a
ANCHOR PLATE
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ALCATEL-LUCENT 9928 OUTDOOR CABINET(MULTI MODAL BTS) 60EGv2 BATTERY BACK-UP CABINET (BBU) FIBER DISTRIBUTION BOX G R O U P
j 1340 Centre Street, Suite 203
Newton Center, MA 02459
SCALE: N.T.5. SCALE: N.T.S. SCALE: N.T.S. Office: 617-965-0789
Fax: 617-213-5056
SPRINT VISION ANTENNA
/ FOIL SHIELD
/(8a DOWN-TILT ANTENNA GP5 ANTENNA C
�l MOUNT(MODEL •APM40-2) (GP5-Tf'IG-HR-26N) DRAIN WIRE '(
POWER CABLES
FIBER OPTIC r
GP5-TMG-HR-26N GABLE VU/POLYETHYLENE
SPECIFICATIONS ALARM CABLE EXTERNAL JACKET
HEIGHT 5" ALUMINUM OC
CLEAR MYLAR `
SPECIFICATIONS WIDTH 32" INNER SHEATH WHITE DASHED $.
LINE PRINTED ON
WEIGHT 0.6 LB5 OUTER SHEATH
HEIGHT 72" 32 DRAIN WIRE OVER DRAIN WIRE
POWER CABLES
WIDTH 11.8" EXISTING 7
MOUNTING PIPE ALARM GABLE
DEPTH 7" FIBER OPTIC THIS DOCUMENT IS THE CREATION,
GABLE WORK OF PROPERTY
PRINT COMM NIICATIONS,
WEIGHT W/O GROUNDING KIT f INC. ANY DUPLICATION OR USE
MOUNTING 5l LBS. WITHOUT EXPRESS WRITTEN CONSENT
vU/POLYETHYLENE IS STRICTLY PROHIBITED. DUPLICATION
HARDWARE AND USE BY GOVERNMENT AGENCIES
CLEAR MYLAR— EXTERNAL JACKET FOR THE PURPOSES OF CONDUC 1 ING
INNER SHEATH FOIL SHIELD THEIR LAWFULLY AUTHORIZED
REGULATORY AND ADMINISTRATINE
FUNCTIONS IS SPECIFICALLY ALLOWED.
800/1900MHz ANTENNA MODEL No. APXV5PPI5-C-A20 GPS ANTENNA(GP5-Tl'1G-HR-26N) HYBRIFLEX GABLE
SUBMITTALS
SCALE: N.T.5. SCALE: N.T.S. SCALE : N.T.S. NO DATE I DESCRIPTION BY
E _ ALL MICROWAVE RADIO WILL BE FED BY CAT5E GABLE.THE PRODUCT A 03/16/11 155UED FOR REVIEW MB
E I L _ o_ SHEET FOR THIS CABLE CAN BE FOUND IN THE COMPONENT SPECIFICATIONS 0 04/18/12 PRELIMINARY FINAL MB
ODU RADIO FILE UNDER THE "GABLE"TAB.INDIVIDUAL CAT5E CABLE WILL BE BUNDLED
INTO GROUP OF 4. 1 05/1'1/12 FINAL CD MB
AN INDIVIDUAL CAT5E GABLE IS APPROXIMATELYY4" IN DIAMETER,THE
12.2" ( I'" BUNDLED GABLE DIAMETER IS UNIQdOWN AT THIS TIME.
— 4 3
D A— —< — "= — = - 2 COLOUR CODE:
1111 Q
BLUE •WHITE/BLUE
ORANGE +WHITE/ORANGE SITE NUMBER-
0 4 BROWN +WHITE/BROWN E3633XC083-5
r
e
SITE NAME:
MAINTENANCE i 5 6 TOWN DUMP/AMERICAN
B PORT TOWER
FOR DG CABLE CONSTRUCTION
SITE
BACKHAUL ANTENNA(2'0) POWER lO CONDUCTOR DIAMETER: 0 0500 mm(24AWG) 110- ALE ROAD
ANTENNA DIMENSIONS,MM(IN)
O INSULATION m Pe<0.95 mm FLORENCI=,MA 01062
A 700 (28) PORT FOR DATA 3 GABLE ASSEMBLY :PAIRS(NUMBER OF PAIRS:4) SHEET TITLE:
FRONT VIEW SIDE VIEW B 2BS (11.5) AND DG POWER
FRONT VIEW SIDE VIEW C 114 (4.5) DATA AND DG ® PROTECTION :SYNTHETIC WATER-REPELLENT TAPE DETAILS
D 273 (10B) POWER CABLES 5O GENERAL SHIELDING ALU/POLYESTER TAPE+COPPER BRAID(80`re)
E 63 (2.5) 6 SHEATH MATERIAL :L50H UV STABILIZE
F 35m (13B) MODEL 552-107AMPT (TRJ � SHEET No:
800MHz RRH 19001114z RRH BACKHAUL ANTENNA MODEL " : 652-101AMPT (TR) 0 GAT5E CABLE
SCALE: N.T.S. SCALE: N.TS. SCALE: N.T.S. SCALE: N.T.S.
EXISTING ANTENNA PLAN INTERII"1 ANTENNA PLAN FINAL ANTENNA PLAN ��
..,z Sprint
/0000
V I`sION
1 INTERNATIONAL BLVD.,SUITE SW
MAHWAH,NJ 07495
x'0 O FFICE:(201)684-4000
FAX:(201)648.4223
A-I q-1 '4.1
CDMA r CDMA � EMPTY
Alcatel-Lucent
A-2 A-2
A-2
800/1500 MM 800/1900 MM 1 ROBBINS RD
EMPTT
A-3 B-3
A-3 B-3 5-3 WESTFORD MA01886
CDMA CDMA
CDMA 800/1500 MM A-3 800/1900 MM OFFICE:(978)692-1153
EMPTY
800MHz a 1)800MHz a
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O
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800MHZ t �tidP POSED I)800MHz ta�(If
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H's AZIMIiH,a6abz s 1340 Centre Street, Suite 203
Es 2 B-2 Es 2
Newton Center, MA 02459
EMPTY G-I EMPTY Office: 617-965-0789
G-I CDMA Fax: 617-213-5056
CDMA CDMA
(I)800MHz� 11)800MHz i
CU 1900MH C-1 (1)1900MH
RH's RADIO
a 41 e
ODU RA
C-2 ODU ADIO
C-2 C-2 t�
EMPTY
800/1900 MM 800/1900 MM
5-1 5-1 5-1
CDMA EMPTY t
�G V
C-3 �`� G-3 EMPTY
CDMA CDMA
THIS DOCUMENT IS THE CREATION,
j ANTENNA SCENARIO INC ANY IICATIOND ROUSEIGHTED
WORK OF SPRINT COMMUNICATIONS,
SCALE: N.T.S. WITHOUT EXPRESS WRITTEN CONSENT
IS STRICTLY PROHIBITED. DUPLICATION
AND USE BY GOVERNMENT AGENCIES
FOR THE PURPOSES a CONDUCTING
THEIR LAWFULLY AUTHORIZED
REGULATORY AND ADMINISTRATIVE
AZIMUTH HYBRID TOP COAX TOP COAX TOP COAX TOP COAX COMBINER ANTENNA FUNCTIONS IS SPECIFICALLY ALLOWED.
Q POSITION
,ANTENNA FR€QU€NCY ANTENNA ANTENNA MECHANICAL ELECTRICAL RAD CENTER GABLE RRH COUNT JUMPER SIZE JUMPER JUMPER JUMPER COI"IBIN€R JUMPER COLOR
STATUS (MHZ) MAKE MODEL EXISTINGx PROPOSED DOWN TILT DOWN TILT CAG.L.)
Z (FORRFFERENCFJ LENGTH (IN-) LENGTH (FT.) MAKE MODEL LENGTH (FT.) CODING SUBMITTALS
a 0' 0'
(1)8001'44z 1/2 6' IBS (2)LCF12-50J N/A N/A
Q A-2 PROPOSED 80011500 RFS APXVSPPI8-C-A20 330° 350' 0' 0- 197' 265' (1)150OM44z 1/2 6' RFS (4)LCFI2-50J N/A N/A TBD NO DATE DESCRIPTION BY
A 03/16/12 155UED FOR REVIEW MB
0 04118/12 PRELIMINARY FINAL MB
AZIMUTH HYBRID TOP COAX TOP COAX TOP COAX TOP COAX COM5INER ANTENNA I 0511JA2 FINAL CD MB
POSITION ANTENNA FREQUENCY ANTENNA ANTENNA MECHANICAL ELECTRIGAL RAD CENTER CA5LE RRH COUNT JUMPER SIZE JUMPER JUMPER JUMPER COMBINER JUMPER COLOR
STATUS (MHZ) MAKE MODEL EXISTING PROPOSED DOWN TILT DOWN TILT (A.G.L.)
(FOR REFFRENCF) LENGTH (IN.) LENGTH (FT.) MAKE MODEL LENG G
TH(FT.) CODING
a
01 O° (D800MNz 1/2 6' RFS (2)LCFI2-50J N/A N/A
W B-3 PROPOSED 800/1900 RFS APX1/SPPI8-C-A20 '10' 50' 0' I' 157 265 (1)1900MHz 1/2 6' RFS (4)LCF12-50J N/A N/A T5D
f[1
SITE NUMBER
AZIMUTH HYBRID TOP COAX TOP COAX TOP COAX TOP COAX COMBINER ANTENNA
ANTENNA FREQUENCY ANTENNA ANTENNA MECHANICAL ELECTRICAL RAE) CENTER GABLE RRH COUNT JUMPER SIZE JUMPER JUMPER JUMPER COMBINER JUMPER COLOR 5533X NAME:
B
POSITION STATUS (MHZ) MAKE MODEL EXISTING PROPOSED DOWN TILT DOWN TILT (A.G.L.)
(FOR REFERFNCF) LENGTH (IN.) LENGTH (FT.) MAKE MODEL LENGTH (FT.) CODING SITE NAME:
Q tDUaJ DUMP/AMERICAN
F C-1 PROPOSED BACKHAUL 12F5 SB2-101AMPT(TR) N(A 264,62' N/A N/A 191' 265' N/A N/A N/A N/A N/A N/A N/A N/A
TOWER
8' (Dw0MHz 1/2 6' RFS (2)LCFI2-50J N/A N/A
Q G-2 PROPOSED 800/1500 RFS APXV5PPI8-C-A20 230' 210° 01 01 191' 265 (IAWOMHz 1/2 6' RFS (4)LCFI2-50J N/A N/A T5D SITE ADDRESS:
110 GLENDALE ROAD
FLORENCE,MA 01062
SHEET TITLE:
ANTENNA
SCENARIO AND W
SYSTEM SC�4EDULE
*GONTRAGTOR TO FIELD VERIFY ALL CABLE/JUMPER LENGTHS AGAINST CURRENT BOM SHEET NO:
2 RI' S`I'STEI"I SCHEDULE __
SCALE: N.T.S.
Spirint
VISI N
1 INTERNATIONAL BLVD.,SUITE 800
MAHWAH,NJ 07495
OFFIC E:(201)684.4000
FAX:(201)648-4223
Alcatel-Lucent
10'x25' SPRINT 10'x25'SPRINT 10'45' SPRINT 1 ROBBINS RD
LEASE AREA LEASE AREA LEASE AREA WESTFORD MA 01886
OFFICE:(978)692-1153
— — — — — — — — — —
I I I I I I
o ❑
❑ I ❑ I G R O NU 'P
I � I ( I o• 1340 Centre Street, Suite 203
Newton Center, VA 02459
EXISTING STEEL EXIStING ST EL EXISTING StEL ax. —213-5056
DUNNAGE I ( DUNNAGE DUNNAGE
a Office: 617
II ♦.L� { F 617
c
I
I ( ( PROPOSED ( PROPOSED (
BBU BBU
CABINET CABINET
n PROPOSED FIBER DISTRIBUTION BOX I PROPOSED FIBER DISTRIBUTION BOX I waft
MOUNTED TO PROPOSED N-FRAME TO MOUNTED TO PROPOSED H-FRAME TO
Ek!ST ING EXISTING PROPOSED
POWER N ( 3 REPLACE EXISTING P05TS POWER I 3 REPLACE EXISTING POSTS 55U
EXISTING 3' PLANT CABINET
TALL POST GAHINET — A-4 CABINET A 4
_ THIS DOCUMENT IS THE CREATION
DESIGN,PROPERTY AND COPYRIGHYED
SPRINT COMMUNICATIONS
WORK OF SP ,
M'° ! PROPOSED INC. ANY DUPLICATION OR USE
EXISTING EXISTING i MM BTS
ODGELL I MCDCELL I I _ IS STRICTLYPPROHIBI TED.DUPLICAT110N
.---
CABINET __ CABINET _- f CABINET AND USE BY GOVERNMENT AGENCIES
C j FOR THE PURPOSES OF CONDUCTING
THEIR LAWFULLY AUTHORIZED
L L REGULATORY AND ADMINISTRATIVE
FUNCTIONS IS SPECIFICALLY ALLOWED.
4
PROPOSED SUBMITTALS
I MM BTS
CABINET I I ( SC I TI BY
NO DATE DE R P
r I I ( A 03/16/12 ISSUED FOR REVIEW MB
>P
a as 0 04/18/12 PRELIMINARY FINAL MB
1 05/11/12 FINAL CD MB
o .
SITE NUMBER:
BS33XC083-B
I SITE NAME:
— — — � -- - - - J �— -- -- - - - � TOWN DUMP/AMERICAN
TOWER
EXISTING INTERIM FI
1'10 SIG-ENDALESROAD
FLORENCE,MA 01062
SHEET TITLE:
EQUIPMENT LAYOUT
SHEET NO:
1 EQUIPMENT LAYOUT _
SCALE: 114" 1'-0" (IIxl1) 2 0 2 4 8
SCALE: I/2"= I'-0" (24x3b)
REFER TO STRUCTURAL ANALYSIS DOCUMENT ENTITLED "STRUCTURAL ANALYSIS REPORT
"PREPARED BY AMERICAN TOWER CORPORATION, "ATC SITE NUMBER: 15035",DATED MAY I,2012 •
' EXISTING �� Sprint
TELECOMMUNICATIONS
r- ---- -- �_ ' COMPOUND PROPOSED BACKNAUL ANTENNA MOUNTED V I S I O N
TO PROPOSED 3"OD PIPE MAST
1 INTERNATIONAL BLVD.,SUITE 800
Il 9 I
:
OFFICE(O1N 7
68 4.4000
FAX:201 648-4223
1 rt
EXISTING PROPOSED 800/1900MNzANTENNA
`/ii c ROAD =OF-x�5 V�-G
fi - (I/SECTOR,3 TOTAL
J { c MOUNTED TO EXISTING PIPE MAST
cJ Y R - -
AD CENTER OF PROPOSED t Alcatel-Lucent
1' \ EXISTING SPRINT ANTENNAS
4 I
---
1 ROBBINS RD
GEti-ER CF EXISTING GB' NT`NN'S PROPOSED RRH MOUNTED TO MONOPOLE
KEY Q��* - ' ���, E/ 3'o t C3/SECTOR 6 TOTAL) 1 8 Z WESTFORD MA 01886
I FLAN�4 E:(978)692-1153
OFFICE:
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SGALE:N.T.5. - ELE✓ 1-5 t G_ -
(I)
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LTLANTIS
PROPOSED SPRINT EQUIPMENT
A-2 G R O
WITHIN 10'x25' LEASE AREA
1340 Centre Street,, P
Suite 203
Newton Center, MA 02459
RaD ENTER 0' -x15 y,TOU n NTENN_4e Office: 617-965-0789
_ E✓ 5'± :_ Fax: 617-213-5056
AC ......,k G'EV°E< /STi'tiC. ✓ OBI ,.:.NTFti'�I.:,.S
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SED C3)HYBR
ICE BRIDGE \\ k AND 111 CAT5E GABLE SECURED
{
TEMPORARILY(PERMANENT
EXISTINGxr ATTACHMENT UPON REMOVAL
METRO PGS rt~� EXISTING COMA CABLES INSIDE j
EQUIPMENT - l ( MONOPOLE
3 alt (, PROPOSED GPS ANTENNA
l �,
TO REPLACE EX15TING GP5
RAD CENTER OF PROPOSED t THIS DOCUMENT IS THE CREATION,
r� _ ( DESIGN,PROPERTY AND COPYRIGHTED
i XISTING ' - EXISTING 199' HIGH � � EXISTING GF'S ANTENNAS - WORK OF SPRINT COMMUNICATIONS,
HELTE MONOPOLE TOWER ELEv: 13'tA6L i i INC. ANY DUPLICATION I OR USE
_ IS STRICTLY PROHIBITED. DUPLICATION
AND USE BY G0'/ERNMENT AGENCIES
5ACKNAUL ANTrW --- EXISTING T-MOBILE FOR THE PURPOSES OF CONDUCTING
EXISTING-- X Azlrniru:abab7• EQUIPMENT
THEIR LAWFULLY AUTHORIZED
GENERATOR _. I REGULATORY AND AIFICAL Y ALLOWED.
FUNCTIONS IS SPECIFICALLY ALLOWED.
I I�I
`,EXISTING ATtT SUBMITTALS
GONG PAD
EXISTING a Y I EQUIPMENT EXISTING ICE BRIDGE NO DATE DESCRIPTION BY
a -
PROPANE TANK af. � o -- EXISTING A 03/16/12 ISSUED FOR REVIEW MB
EXISTING METER r / EXISTING ICE SHIELD
F VERIZON
+ / SHELTER EXISTING y 0 04/18/12 PRELIMINARY FINAL MB
s{
TELCO; ` I PROPOSED SPRINT EQUIPMENT Ij g I 05/1-1/12 FINAL CD MB
Ef
EXISTING CHIN LINK FENCE- -.,\
PROPOSED BACKHAUL ANTENNA MOUNTED
9 TO PROPOSED 3 110D PIPE MAST \ y
PROPOSED 800/I900MHz ANTENNA I SITE NUMBER:
MOUNTED TO EXISTING PIPE MAST ✓ '✓ ✓✓ ✓ 5533XC083-5
I- (I/SECTOR,3 TOTAL) SITE NAME:
SITE NOTES TOWN DUMP/AMERICAN
TOUTER
PROPOSED RRH MOUNTED TO MONOPOLE I. ALL ANTENNAS t TOWER ELEVATION SHOWN AS SCHEMATIC. SITE ADDRESS:
8 2 (3/9ECTOR,6 TOTAL) 2. SOME EXISTING t PROPOSED INFORMATION NOT SHOWN FOR CLARITY. MV GLENDALE ROAD
3. CONTRACTOR TO VERIFY POWER AND TELCO ROUTING WITH UTILITY COMPANY. FLORENCE,MA 01M2
4. TOWER t FOUNDATION DESIGN BY OTHERS. SHEET TITLE:
5. INSTALL ALL ANTENNAS,CABLES,MOUNTS,ETC., IN ACCORDANCE WITH TOWER SITE PLAN $
MANUFACTURER'S RECOMMENDATIONS t TOWER STRUCTURAL ANALYSIS. ELEVATION
SHEET NO:
j
L ITE PLAN ELEVATION
LE: I" . 20'-0" (11XII) 10 0 10 20 30 2 SCALE: I" . 30'-0" (IMI) 15 0 15 30 45
LE: I"" 10'-0" 124x36) SCALE: I"=15'-0" (24x36)
DIVISION 13000-5PECIAL CONSTRUCTION ANTENNA INSTALLATION INCLUDED
WORK
PART I -GENERAL GRAVEL FILL TO BE PLACED IN LIFTS OF 9"MAXIMUM THICKNESS 3.04 FIELD QUALITY CONTROL ETHERNET ELECTRICAL CABLE MUST BE GROUNDED BY USING
Iml Sprint
AND 90 o DENSITY.COMPACTED TO 9 NG 5 THE DEDICATED GROUNDI KITS.
A. ANTENNAS AND HYBRIFLEX CABLES ARE FURNISHED BY CLIENT'S A. COMPACTION SHALL BE D-1551 FOR SITE WORK AND W% 1. ALL GROUNDS MUST BE 2 HOLE COMPRESSION LUGS.
REPRESENTATIVE UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL E. NO FILL OR EMBANKMENT MATERIALS SHALL BE PLACED ON MAXIMUM DENSITY UNDER SLAB AREAS.AREAS OF SETTLEMENT WILL FOR TOWER/MAST INSTALLATIONS THE GABLES MUST BEVISION-
ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION FROZEN GROUND.FROZEN MATERIALS SNOW OR ICE SHALL NOT BE BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE_ GROUNDED AT:
AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE PLACED IN ANY FILL OF EMBANKMENT REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL 1 INTERNATIONAL BLVD.,SUITE 800
FOR THE PROPERTY. BE AN ACCEPTABLE ALTERNATIVE. A.THE POINT WHERE IT COMES ON TO THE TOWER FROM THE MAHWAH,NJ 07495
MPT-HC OFFICE:(201)684.4000
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CLIENT'S 2.02 EQUIPMENT B. THE COMPACTION TEST RESULTS SHALL BE AVAILABLE PRIOR FAX:(201)648.4223
REPRESENTATIVE SPECIFICATIONS. TO THE CONCRETE POUR B.NOT MORE THAN 25 M INTERVALS ON THE TOWER IF THE
A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL HEIGHT ON THE TOWER EXCEEDS 50 M
G. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEP-FOOT,
NG AT LEAST FIVE EQUIPMENT BUILDING
3.05 PROTECTION G.THE POINT WHERE IT LEAVES THE TOWER TO GO TO THE Alcatel-Lucent
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND VIBRATORY OR RUBBER TIED ROLLERS LLEIGHI
PROVIDE PRINTOUT OF THAT RESULT TONS. SMALLER AREAS SHALL BE COMPACTED BY A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING D.A POINT JUST PRIOR TO BUILDING/CABINET ENTRY
POWER-DRIVER,HAND HELD TAMPERS. STRAW TO A UNIFORM LOOSE DEPTH OF P-2".STAKE AND TIE DOWN
F. INSTALL HYBRIFLEX CABLES AND TERMINATIONS BETWEEN ANTENNAS AND B PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS AS REQUIRED. USE OF EROSION CONTROL ME5H OR MULCH NET 1 ROBBINS RD
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL SHALL BE AN ACCEPTABLE ALTERNATIVE.
CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S GRUB ORGANIC MATERIAL TO A MINIMUM OF 6"BELOW ORIGINAL REQUIRED MATERIALS:QTY PART NUMBER DESCRIPTION WESTFORD MA 01886
REQUIREMENTS. GROUND LEVEL. B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE 31 =040130004 GROUNDING
G. ANTENNA AND 1-IYBRIFLEX CABLE GROUNDING: C. UNLESS OTHERWISE INSTRUCTED BY CLIENT'S REPRESENTATIVE. CONTRACT SHALL BE WRAPPED,TIED WITH HOSE PROTECTED WIRE KIT FOR OFFICE:(978)692.1153
REMOVE TREES,BRUSH AND DEBRIS FROM THE PROPERTY TO AN AND SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON SINGLE CATS
1. ALL EXTERIOR%GREEN GROUND WIRE DAISY CHAIN AUTHORIZED DISPOSAL LOCATION. FOUR SIDES OF THE TREE. GABLE
3• 921232-058 GROUNDING
CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS KIT FOR 4
CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR EQUIVALENT. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS,ROLL THE SOIL. G. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST
WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED PACK CAT5
2. ALL HYBRIFLEX CABLE GROUNDING KITS ARE TO BE INSTALLED E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, T THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. GABLE
D,LINE REFER TO DETAILS ON DRAWINGS I NA ANTI-OXIDATION LTIANTIS
ON STRAIGHT RUNS OF HYBRIFLEX CABLE(NOT WITHIN BENDS).1.02 THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT COMPOUND G R O U P
RELATED WORK FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER OF FILL OR BASE MATERIAL.
I NA 3/8"BLACK
CONSTRUCTION DOCUMENTS,BUT COORDINATE WITH OTHER TRADES HEAT SHRINK 1340 Centre Street, Suite 203
PRIOR TO BID: 3.03 INSTALLATION BACKHAUL ANTENNA DESIGN GUIDELINES 1 NA D NOT
DISCONNECT Newton Center, MA 02459
1. rLASHING OF OPENING INTO OUTSIDE WALLS. A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE TAGS(BRASS) Office: 617-965-0789
2. SEALING AND CAULKING ALL OPENINGS. SUB-BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. A. ALL I'AND 2'ANTENNAS WILL USE MINIMUM 3"OD PIPES I NA 1"CTOC,3/8"2 Fax: 617-213-5056
3. PAINTING. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO HOLE 6AU13
4. CUTTING AND PATCHING. PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM B. ALL 3'AND 4'ANTENNAS WILL USE MINIMUM 45"PIPES COMPRESSION
1-03 REQUIREMENTS OF REGULATOR AGENCIES FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL LUG PER KIT.
CORRESPOND WITH SAID 5UB-5ASE COURSE,ELEVATIONS ARE TO G. IF 2 OR MORE MW ANTENNAS ARE ON THE SAME PIPE,A 45" 1 NA MISC TYWRAPS.
A. FURNISH U.L.LISTED EQUIPMENT WHERE SUCH LABEL IS BE CALCULATED FORM FINISHED GRADES OR SLOPES INDICATED. PIPE SHOULD BE USED LACING TWINE
AVAILABLE. INSTALL IN CONFORMANCE WITH UL.STANDARDS WHERE ETC... -
APPLICABLE. B. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE D. 1,2 AND 3'DISHES WILL NOT GET STIFF ARMS
B. INSTALL ANTENNA,ANTENNA CABLES,GROUNDING SYSTEM IN ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. ' NOTE: IF GAT5 11 15 OVER 160'IN LENGTH THEN 4EA.
ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT F. 4 DISHES WILL ALWAYS GET A SINGLE STIFF ARM GROUND KITS ARE REQUIRED.I AT TOP,I AT BOTTOM AND I IN
PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL G. DO NOT CREATE DEPFRESSIONS WHERE WATER MAY POND. THE MIDDLE.
BUILDING CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS G. A SINGLE MW DISH CAN SUPPORT ANYWHERE FROM I-4
OF WORK. THIS WORK INCLUDES,BUT 15 NOT LIMITED TO THE D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, INDIVIDUAL MW RADIOS - THIS SHOULD BE DETERMINED BY THE
FOLLOWING: BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCE55 DESIGN SHEETS GAT5 SUPPORT: s
ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC
I. EIA-ELECTRONIC INDUSTRIES ASSOCIATION RS-22. THOROUGHFARE IS INCLUDED IN SCOPE OF WORK UNLESS
H. F THERE I MORE THAN ONE RADIO ON SINGLE ANTENNA,A C 1-5/511 BARREL SNAP IN EVERY 4FT TI PER MWEIG FOR
STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND OTHERWISE INDICATED. COUPLING DEVICE WILL BE USED. CONTRACTOR AT REFER TO MWEIG SECTION 330,340 FOR
ANTENNA SUPPORTING STRUCTURES. GAT 5 INSTALLATION.
E. WHEN IMPROVING AN EXISTING ACCESS ROAD,GRADE THE I. THERE ARE 3 TYPES OF COUPLERS
2. FAA-FEDERAL AVIATION ADMINISTRATION ADVISORY EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH 2.GAT5 TO BE SUPPORTED IN 1-5/8"BARREL CUSHION
CIRCULAR AC 10/1450-114,CONSTRUCTION MARKING AND LIGHTING. THE SURFACE BEFORE PLACING FILL OR STONE. J. SINGLE POLARITY,DUAL-PORT SNAP-IN GROUND PER MANUFACTURERS SPECIFICATIONS.
3. FCC -FEDERAL COMMUNICATION COMM1551ON RULES AND F. PLACE FILL OR STONE IN 3"MAXIMUM LIFTS AND COMPACT IC DUAL POLARITY,DUAL -FORT
REGULATIONS FORM 115,OBSTRUCTION MARKING AND LIGHTING BEFORE PLACING NEXT LIFT. THIS DOCUMENT IS THE CREATION,
SPECIFICATION FOR ANTENNA STRUCTURES L. DUAL POLARITY,FOUR-PORT DESIGN,PROPERTY AND COPYRIGHTED
G. THE FIN15H GRADE,INCLUDING TOP SURFACE COURSE,SHALL WORK OF SPRINT COMMUNICATIONS,
4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR EXTEND A MINIMUM OF 12"BEYOND THE SITE FENCE AND SHALL M. THE COUPLER WILL INCREASE THE DEPTH OF THE MW BEHIND INC. ANY DUPLICATION OR USE
STRUCTURAL JOINTS USING ASTM 1325 OR A400 BOLTS. COVER THE AREA AS INDICATED. THE PIPE TO 410" NG IS STRICTLY PROHIBITED.DEPENDI ON THE MODEL WITHOUT EXPRESS WRITTEN CONSENT
DUPLICATION
AND USE BY GOVERNMENT AGENCIES
5. NEC -NATIONAL ELECTRIC CODE - ON TOUTER LIGHTING KITS. H. RIPRAP SHALL BE APPLIED TO THE 51DE SLOPES OF ALL N. EACH MW WILL USE A SINGLE CAT5E ETHERNET CABLE FOR FOR THE PURPOSES OF CONDUCTING
FENCED AREAS,PARKING AREAS AND TO ALL OTHER SLOPES POWER AND SIGNAL - 2 MW RADIOS USE 2 CAT5E CABLES THEIR LAWFULLY AUTHORIZED
O. EACH CAT5E CABLE IS 68NII9 IN DIAMETER REGULATORY AND ADMINISTRATIVE
6. UL -UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL GREATER THAN 2:1. FUNCTIONS IS SPECIFICALLY ALLOWED.
PRODUCTS,
I. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR P. THE CAT5E GABLE WILL BE SECURED TO THE TOWER IN A SYMBOLS ABBREVIATIONS
1. IN ALL CASES,PART 11 OF THE FAA RULES AND PARTS 11 AND DRAINAGE-WALES AS INDICATED ON PLANS. BARREL CUSHION IN51DE A 15/8"STACKABLE SNAP-IN HANGER SUBMITTALS
22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF
CONFLICT,SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. J. RIPRAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS AT Q. UP TO(10)MW CAT5E GABLES WILL GO INTO A SINGLE CUSHION
CULVERT OPENINGS. SET - CUSHIONS HAVE(10)HOLES G GROUND WIRE NO DATE DESCRIPTION BY
8. LIFE SAFETY CODE NFPA,LATEST EDITION. A 03/16112 155UED FOR REVIEW MB
R EXCEPTION: -- RUNS OF CABLE OVER 100M(TOTAL LENGTH, ELECTRIC
NOT CENTERLINE OR RAD CENTER)WILL USE A(2)CABLE E 0 04/18/12 PRELIMINARY FINAL MB
K. SEED,FERTILIZER AND STRAW COVER SHALL BE APPLIED TO SYSTEM PER INDIVIDUAL RADIO-(1)FOR DC POWER AND(1)FOR
DIVISION 13000-EARTH111ORK ALL OTHER DISTURBED AREAS AND DITCHES,DRAINAGE,5WALES, ETHERNET SIGNAL TELEPHONE 1 01 11/12 FINAL CD MB
NOT OTHERWI5E RIP-RAPPED. T
S. THE DC FEED WILL USE LMR400 WHICH IS m 10.IMM IN DIAMETER
PART I GENERAL L. UNDER NO CIRCUMSTANCES SHALL DITCHES,SWALES OR OVERHEAD WIRE
CULVERTS BE PLACED 50 THEY DIRECT WATER TOWARDS,OR T. THE ETHERNET SIGNAL WILL BE CARRIED ON A FIBER CABLE —onw or+w onw -oNw-
1.01 WORK INCLUDED:REFER TO SURVEY AND SITE PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF THAT IS 063MM IN DIAMETER
PLAN FOR WORD INCLUDED. OWNER DE51GN5 OR IF DESIGN ELEVATIONS CONFLICT WITH TP15 PROPERTY LINE
GUIDANCE ADVISE THE OWNER IMMEDIATELY. U. THESE DC/SIGNAL CABLE PAIRS WILL BE SECURED USING A
1.02 RELATED WOR, BARF;r=L CUSHION INSIDE A 15/S"STACKABLE SNAP-IN HANGER
CON-TRUGTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION M. IF A DITCH LIES WITH SLOPE GREATER THAN TEN PERCENT, CHAIN LINK FENCE SITE NUMBER:
A
MOUND DIVERSIONARY HEADWALL IN THE DITCH AT CULVERT Y. UP TO(4)DC/rIBER PAIRS WILL GO INTO A SINGLE CUSHION SET X —X
OF ANTENNA SYSTEM ENTRANCES.RIP-RAP THE UPSTREAM SIDE OF THE HEADWALL AS -CUSHIONS HAVE(4)LARGER AND(5)SMALLER HOLES 5$33XC083-8
PART 2 PRODUCTS WELL AS THE DITCH FOR W-0"ABOVE THE CULVERT.
W. SPRINT WOULD PREFER THE MW DISH GO ABOVE THE RAN A-I ANTENNA MARK SITE NAM2.01 MATERIALS ANTENNA,BUT REALIZES THAT MAY NOT ALWAYS BE POSSIBLE - TOWN DUMP/AMERICAN
AF
N. THE PREFERENCE WAS STILL TO GO ABOVE THE RAN EVEN IF 2'OF
A. ROAD AND SITE MATERIALS'FILL MATERIAL SPA" M IF A DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, SEPARATION COULD NOT BE MAINTAINED. (E) EXISTING TOUJIrR
LL
ACCEPTABLE,SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0"ABOVE SITE ADDRESS:
DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION THE CULVERT ENTRANCE. X. SPRINT WILL BE DEVELOPING MORE CLEAR GUIDELINES FOR
STANDARD SPECIFICATIONS. PLACING THE MW ANTENNA BELOW THE RAN ANTENNA AND ALSO (P7 PROPOSED DETAIL n0 , � ROAD
O. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE IN THE SAME HORIZONTAL SPACE.WE WILL NEED TO WAIT FURTHER FLORE4CE,MA 01062
B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE INSTRUCTION SHOULD WE ENCOUNTER THESE SITUATIONS. pEt• SHEET TITLE:
COMPOSITION AND OF PRE-EMERGENCE DESIGN.
SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. sNT• REFERENCE
P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY Y. MPR E CII,18,23 +2&,-HZ PATHS) GENERAL NOTES
G. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL - 600X RECOMMENDED BY THE SEED PRODUCER DIMENSIONS: 9" 5
X 12"X 4 "
SURFACE ELEVATION
AT ACCESS ROAD AND COMPOUND. WEIGHT: ITS LBS.
MPT HG(80GHZ PATHS)
D. GRAVEL FILL!WELL GRADED,HARD,DURABLE,NATURAL SAND O. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH DIMENSIONS: ITS"X ITS"X 5" SHEET N0:
AND GRAVEL,FREE FROM ICE AND SNOW,ROOTS,SOD RUBBISH, OF SEEDED AND LANDSCAPED AREAS WATERING UP TO THE WEIGHT: 14 LBS.
POINT OF RELEASE FROM THE CONTRACT.T. CONTINUE TO REWORK
AND OTHER DELETERIOUS OR ORGANIC MATTER
MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION BAS AREAS UNTIL COMPLETE COVERAGE IS OBTAINED.
REQUIREMENTS.
DIVISION 01000-GRENERAL NOTES DIVISION 03000-CONCRETE DIVISION 05000 - METALS
I. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 103 APPLICABLE STANDARDS(USE LATEST EDITIONS) 2.05 FINISH Spirint �
LAWS,ORDINANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF PART I -GENERAL
ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY A.AGI-301 -SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. A. STRUCTURAL STEEL EXPOSED TO WEATHER
SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES b. AGI-341 GUIDE TO FORM WORK FOR CONCRETE. 1.01 WOW INCLUDED SHALL BE HOT-DIP GALVANIZED AFTER VISION
c. ASTM C33-CONCRETE AGGREGATE FABRICATION IN ACCORDANCE WITH A5TM A123.
BEARING ON THE PERFORMANCE D THE WORK.THE WORK d. A5TM G94 - READY MIXED CONCRETE e. A5TM 0150 - PORTLAND CEMENT. A. THE WORK BE FURNISHED.OF THE FABRICATION AND INSTALLATION OF ALL (LATEST EDITION)UNLESS OTHERWISE NOTED. 1 INTERNATIONAL BLVD.,SURE S00
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL f ASTM G260-ALIR-ENTRAINING ADMIXTURES FOR CONCRETE MATERIALS TO BE FURNISHED. AND WITHOUT LIMITING THE GENERALITY MAHWAH,NJ 07495
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, THEREOF,INCLUDING ALL EQUIPMENT,LABOR AND 5ERVICE5 REQUIRED OFFICE:(201)684-4000
REGULATIONS,AND ORDINANCES. g. ASTIM 0309- LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE. FOR ALL STRUCTURAL STEEL WORK AND ALL ITEMS INCIDENTAL AS 206 PROTECTION
K ASTM C4e4 -CHEMICAL ADMIXTURES FOR CONCRETE SPECIFIED AND AS SHOWN ON THE DRAWINGS: A.UPON COMPLETION OF ERECTION,INSPECT ALL FAX:(201)648-0223
2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH 1. A5TM A615-DEFORMED AND PLAIN BILLET-STEEL 5AR5 FOR CONCRETE REINFORCEMENT GALVANIZED STEEL AND PAINT ANY FIELD CUTS,
IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE J. ASTM A185- STEEL WELDED WIRE FABRIC(PLAIN)FOR CONCRETE REINFORCEMENT 1. STEEL FRAMING INCLUDING BEAMS,ANGLES,CHANNELS AND PLATES.
SCOPE OF WORD_THE CONTRACTOR BIDDING THE JOB 15 2.WELDING AND BOLTING OF ATTACHMENTS. WELDS OR GALVANIZED BREAKS WITH . GOATS
R
OF ZING-RICH GOLD GALVANIZING PAINT. Alcatel �UC2nt
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID I04 QUALITY ASSURANCE 1.02 REFERENCE STANDARDS
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE PART 3 - ERECTION
IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. INSPECTED BY THE ARCHITECT/ENGINEER AS DIRECTED BY THE CLIENT'S REPRESENTATIVE. FOLLOWING AGENCIES AS FURTHER CITED HEREIN:
A. PROVIDE AL ERECTION,EQUIPMENT,BRACING, 1 BOBBINS RD
3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS AS PUBLISHED PLANKING,FIELD BOLTS,NUTS,WASHERS,DRIFT
NOTIFYING(N WRITING)THE PROJECT OWNER'S REPRESENTATIVE OF 3.04 SURFACE FINISHES IN "COMPILATION OF ASTM STANDARDS IN BUILDING CODES" PINS,AND SIMILAR MATERIALS WHICH DO NOT FORM WESTFORD MA 01886
ANY CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION A SURFACES AGAINST WHICH BAGKFILL OR CONCRETE SHALL OR LATEST EDITION. A PART OF THE COMPLETED CONSTRUCTION,BUT OFFICE:(978)692.1153
OF GONTRACTR'5 PROP05AL R PERFORMANCE OF WORK. BE PLACED REQUIRE WHICH
TREATMENT EXCEPT REPAIR SHALL 2. AWS: AMERICAN WELDING SOCIETY CODE OR LATEST EDITION. ARE NECE55ARY FOR ITS PROPER ERECTION.
3. AISG: AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, DEFECTIVE AREAS. "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN
EQUIPMENT,LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED STRUCTURAL STEEL FOR BUILDINGS"(LATEST EDITION).
NECESSARY TO COMPLETE THE WORK/PROJECT LLL L WITH AISG REFERENCE STANDARDS.
K/PROJECT A5 DESCRIBED ACCORDANCE GE WORK SHALL BE ACCURATELY SET TO
HEREIN. ESTABLISHED SUITABLE ATTACHMENTS TO THE
B.SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM FINISH PART 2 -PRODUCTS CONSTRUCTION OF THE BUILDING
5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO PROVIDED BY THE REMOVAL OF FINS AND THE FILLING HOLES AND OTHER IRREGULARITIES 2.01 MATERIALS LTLANTIS
THE SUBMISSION OF BIDS OR PERFORMING WORK TO WITH DRY PACK GROUT,OR BY SACKING WITH UTILITY OR ORDINARY GROUT.
FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF C. TEMPORARY BRACING,GUYING,AND SUPPORT G R O U P
TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED ASTM A36 AND A50 FOR STRUCTURAL STEEL. SHALL BE PROVIDED TO KEEP THE STRUCTURE SET
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE AND ALIGNED AT ALL TIMES DURING
PERMANENTLY EXPOSED TO THE WEATHER SHALL BE SLOPED FOR ALL PROPOSED STRUCTURAL STEEL SHALL BE FABRICATED AND CONSTRUCTION,AND TO PREVENT DANGER TO 1340 Centre Street, Suite
6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL ERECTED IN ACCORDANCE WITH AISC CODE AND ASTM SPECIFICATIONS PERSONS AND PROPERTY. CHECK ALL Newton Center, MA 02459 9
OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR 5UIaFACE OR SURFACES SUCH AS STAIR TREADS,WALLS, CURBS,AND (LATEST EDITION)ALL TEMPORARY LOADS AND STAY WITHIN SAFE Office: 617-965-0789
TO STARTING WORD ON ANY ITEM NOT CLEARLY DEFINED BY THE PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4"PER FOOT. NEW STEEL SHALL CONFORM TO THE FOLLOWING. CAPACITY OF ALL BUILDING COMPONENTS. Fax: 617-213-5056
CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE
SHALL BE SMOOTH SCREENED. I.STRUCTURAL WIDE FLANGE: ASTM Ag52 -50K51.
-1. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS 2.MISCELLANEOUS STEEL(PLATES),CHANNELS,ANGLES,ETGh
ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED,SCREENED, ASTM A36(N-36K51)
UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES FLOATED,AND STEEL TROWELED. HAND R POWER-DRIVEN EQUIPMENT 3STRUCTURAL TUBING:ASTM A500 Gr.B(Fy-35K81).
TAKE PRECEDENCE. MAY BE USED FOR FLOATING.FLOATING SHALL BE STARTED AS SOON AS 4.STEEL PIPE: 45TM A53 Gr B(Fy-35K5I). fi
THE SCREENED SURACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING
g_THE CONTRACTOR SHALL PROVIDE A FULL SET CONSTRUCTION OPERATIONS. OPERATIONS.ALL EDGES MUST HAVE A 3/4"CHAMFER. 2.02 WELDING
DOCUMENTS AT THE 517E UPDATED WITH THE LATEST REVISIONS AND A ALL WELDING SHALL BE PONE BY CERTIFIED WELDERS.
ADDENDUMS R CLARIFICATIONS AVAILABLE FOR THE USE BY ALL 104 QUALITY ASSURANCE CONCRETE MATERIALS AND CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR
PERSONNEL INVOLVED WITH THE PROJECT. OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED.
9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT ENGINEER
HEREIN.THE CONTRACTOR SHALL BE SOLELY 3.04 SURFACE FINISHES B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING-
DESCRIBED ,.
RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, SHALL CONFORM TO ASTM I-233, ME SERIES. BAR=ELECTRODES AND
SEQUENCES AND PRCCEDURES AND FOR COORDINATING ALL A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL GRANULAR FLUX USED C THE IONS. dsEp ARC PROCESS SHALL
PORTIONS OF THE WORK UNDER THE CONTRACT. BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF CONFORM 70 AISG SPEGIFIGA710NS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL DEFECTIVE AREAS.. G. FIELD WELDING SHALL BE DONE AS PER AWS DI.I REQUIREMENTS
PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK B.SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A VISUAL INSPECTION IS ACCEPTABLE.
BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY OR LOCAL UNIFORM FINISH PROVIDED BY THE REMOVAL OF FNS AND THE FILLING
GOVERNMENT AUTHORITY. HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT,OR BY P. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE
SACKING WITH UTILITY R ORDINARY GROUT. (CD)WELDING TECHNIQUE USING CAPACITOR DISCHARGE STUD WELDER THIS DOCUMENT IS THE CREATION,
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT DESIGN,PROPERTY AND COPYRIGHTED
EXISTING IMPROVEMENTS,EASEMENTS,PAVING,CURBING,ETC.DURING G. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE E.PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON WORK OF SPRINT COMMUNICATIONS,
CONSTRUCTION.UPON COMPLETION OF WORK,THE CONTRACTOR SHALL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE SLOPED FOR DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR INC. ANY DUPLICATION OR USE
DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL STRUCTURAL LOADINGS REQUIRED. WITHOUT EXPRESS WRITTEN CONSENT
REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO SURFACE R SURFACES SUCH AS STAIR TREADS,WALLS, CURBS,AND IS STRICTLY PROHIBITED. DUPLICATION
AND LSE BY CONSTRUCTION ON OR ABOUT THE PROPERTY. PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4"PER FOOT. F. FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS TO FOR THE PURPOSERIJOF CONDUCTING
12. THE CONTRACTOR SHALL KEEP THE GENERAL WOW AREA GLEAN PROPERLY SELECT AND INSTALL STUD WELDS. THEIR LAWFULLY AUTHORIZED
AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL D. SUR AGES THAT WILL BE COVERED BY BAGKFILL OR CONCRETE REGULATORY AND ADMINISTRATIVE
DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS SHALL BE SMOOTH SCREENED. FUNCTIONS IS SPECIFICALLY ALLOWED.
REMAINING ON THE PROPERTY.PREMISES SHALL BE LEFT IN CLEAN E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED,SCREENED, 203 BOLTING
CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY FLOATED,AND STEEL TROWELED. HAND OR POWER-DRIVEN EQUIPMENT A.BOLTS SHALL BE CONFORMING TO ASTM A35 HIGH STRENGTH HOT DIP SUBMITTALS
NATURE. MAY BE USED FOR FLOATING.FLOATING SHALL BE STARTED AS SOON AS GALVANIZED WITH A5TM AI53 HEAVY HEX TYPE NUTS.
13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING NO DATE DESCRIPTION BY
THE BASIC STATE BUILDING CODE,LATEST EDITION,AND ALL OSHA OPERATIONS.ALL EDGES MUST HAVE A 3/4"CHAMFER B. BOLTS SHALL BE 3/4"(MINIMUM)CONFORMING TO A5TM A325,HOT DIP
REQUIREMENTS AS THEY APPLY TO THIS PROJECT.ALL EXISTING GALVANIZED,ASTM AI53 NUTS SHALL BE HEAVY HEX TYPE. A 03/16/12 ISSUED FOR REVIEW MB
ACTIVE SEWER,WATER GAS,ELECTRIC,AND OTHER UTILITIES WI ERE CONCRETE EXPANSION ANCHORS AND EPDXY ANCHORS SHALL BE
ENCOUNTERED IN T E WORK SHALL BE PROTECTED AT ALL TIMES, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. C.ALL CONNECTIONS SHALL BE 2 BOLTS MINIMUM. 0 04/18/12 PRELIMINARY FINAL MB
ENCOUNTERED
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK SPECIAL INSPECTIONS REQUIRED BY THE GOVERNING CODES SHALL BE
SHALL EE RELOCATED AS DIRECTED BY THE EXECUTION Or T/ENGOFZK PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. D.EXCEPT WHERE SHOWN,ALL BEAM TO BEAM AND BEAM TO COLUMN 1 05/1-1/12 FINAL CD MB
EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN MANUFACTURER'S MINIMUM CONCRETE EDGE DISTANCE SHALL BE MAINTAINED DURING CONNECTIONS TO BE DOUBLE ANGLED CONNECTIONS WITH HIGH
EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.THE INSTALLATION. STRENGTH BOLTS(THREADS EXCLUDED FROM SHEAR PLANE)AND
CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING HARDENED WASHERS.
GREW.THIS WILL INCLUDE BUT NOT LIMITED TO A)FALL PROTECTION, 3.05 PATCHING
57 CONFINED SPACE,C)ELECTRICAL SAFETY,D7 TRENCHING AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON E.STANDARD,OVERSIZED OR HORIZONTAL SHORT SLOTTED HOLES.
EXCAVATION OF ALL EXISTING INACTIVE SEWER,WATER,GAS, REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE
ELECTRIC AND OTHER UTILITIES WHICH INTERFERE WITH H
THE EXECUTION CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE H SUNG-TIGHT STRENGTH BEARING BOLTS MAY USED IN STANDARD
OF THE WORK SHALL BE REMOVED AND OR CAPPED,PLUGGED R ENGINEER'S DIRECTION.
HOLES CONFORMING TO AGIS,USING THE TURN OF F THE NUT METHOD.
OTHERWIS DISCONTINUED AT THE POINTS WHICH WILL NOT INTERFERE
E 517E NUMBER:
WITH THE EXECUTION OF THE WOW,SUBJECT TO THE APPROVAL OF 3D6 DEFECTIVE CONCRETE H.FULLY-TENSIONED HIGH STRENGTH(SLIP CRITICAL)SHALL BE USED IN QC
THE ARCHITEGT/ENGINEER. OVERSIZED SLOT HOLES(RESPECTIVE OF SLOT ORIENTATION). 55j3XCO83-B
THE CONTRACTOR SHALL NOTIFY R REPLACE CONCRETE NOT SITE NAME:
14. THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S ELEEVATIONINS AS SPECIFIED NEAGI 301. NOTED LINES,DETAILS,AND NOTED AS SDP CONNECTION,GAL HALL BE BE SLIP CRITICAL JOINTS WITH S TOWN DUMP/AMERICAN
REPRESENTATIVE IN WRITING WHERE A CONFLICT OCCURS ON ANY OF CLA55 A SURFACE CONDITIONS,UNLE55 OTWERW15E NOTED. ivi1CO
THE CONTRACT DOCUMENTS.THE TOWER
CONTRACTOR IS NOT TO ORDER 3WER
1 PROTECTION
MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS N A IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL SITE ADDRESS:
CONFLICT UNTIL CONFLICT IS RESOLVED BY THE LESSEE/LICENSEE PROTECT THE CONCRETE FROM PREMATURE DRYING,EXCESSIVELY 2.04 FABRICATION nO CA-ENDALE ROAD
REPRESENTATIVE. HOT R COLD TEMPERATURES,AND MECHANICAL INJURY. FIN15HED A FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS FLORENCE,MA 0062
15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS, WORK SHALL BE PROTECTED. STANDARDS AND CODE5.
SHEET TITLE:
PROPERTY LINES,ETC.ON THE JOB.
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT GENERAL NOTES
16.THE CONTRACTOR SHALL NOTIFY THE THE RF ENGINEER FOR ANTENNA RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR
AZIMUTH VERIFICATION(DURING ANTENNA INSTALLATION)PRIOR TO HYDRATION OF CEMENT AND HARDENING OF CONCRETE.
CONDUCTING SWEEP TESTS.
1. THE CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A G. AL CONCRETE SHALL BE WATER CURED PER ACCEPTABLE SHEET N0:
1 q
COMPLETE SET OF AS-BUILT DRAWINGS TO THE CLIENT PRACTICES SPECI FIED BY ACI CODE(LATEST EDITION) '
REPRESENTATIVE.
Sprint,
VISION
rint 1 INTERNATIONAL BLVD.,SUITE 800
MAHWAH,NJ 07495
P -TVISION OFFICE:(201)684-4000
FAX:(201)646 4223
SITE NUMBER: Alcatel-Lucent
#�S33XC�83 - 1 ROBBINSRD
WE STFORD MA 01886
GENERAL NOTE:OWNER AND TENANT MAY,FROM TIME TO TIME AT TENANT'S OPTION,
REPLACE THE 1 E,ORIWITH ENY,INEERED ORHASIBUILT DRAWING DEPICTING DESCRIPTION SITE NAME: OFFICE:(978)692-1153
ILLUSTRATING STRUCTURAL MODIFICATIONS OR CONSTRUCTION PLANS OF THE SITE. ANY
VISUAL OR TEXTUAL REPRESENTATION THE EQUIPMENT LOCATED WITHIN THE 517E
CONTAINED IN THESE OTH ER POO-MENTS IR ILLUSTRA TIVE ONLY,AND DOES NOT LIMIT TOWN D U I F/A l E fR`G AN T®w E
THE RIGHTS OF SPRINT AS PROVIDED FOR IN THE AGREEMENT.
THE LOCATIONS OF ANY ACCESS AND UTILITY EASEMENTS ARE ILLUSTRATIVE ONLY. SITE ADDRESS: LTLANTIS
ACTUAL LOCATIONS MAY BE DETERMINED BY TENANT AND/OR THE SERVICING UTILITY t
COMPANY IN COMPLIANCE WITH LOCAL LAWS AND REGULATIONS. 110 G L E� (D A L E fR®A G R O P
1340 Centre Street,, Suite 203
Newton Center, MA 02459
ATC SITE ID # : 15m35 F L O RE�I`4 G E/ t"-174 010 6 2 Office: 617-965-0789
f Fox: 617-213-5056
SITE INFORM,4TION VICINITY M,4fi=) (NOT TO (5CALE) SHEET INDEX
SITE NUMBER: 5533XG083-5 PROPERTY OUNER CITY OF NORTHMAPTON
GLENDALE ROAD " SNT.NO. SHEET DESCRIPTION
C�
SITE NAME: TOWN DUMP/AMERICAN FLORENCE,MA 01062
TOWER T-1 TITLE SHEET
SITE ADDRESS: Il0 GLENDALE ROAD STRUCTURE OWNER: ATG aad�bt. y\Qpr to
FLORENCE,MA 01062 10 PRESIDENTIAL WAY 3 3 e GN-1 GENERAL DETAILS
WOBURN,MA 01801 m WQy nam9ton Rd
COUNTY: HAMPSHIRE
GN-2 GENERAL DETAILS $.
c
APPLICANT: SPRINT SPECTRUM REALTY T;eanti
PARCEL ID: 42 -089-001 COMPANY,L.P. A-I SITE PLAN
I INTERNATIONAL BLVD
SUITE am A-2 ELEVATION
�c COORDINATES: N 42'11'44.111 MAHWAH,NJ 01495
W 12'42'263" P:(201)684-4000
---SITE A-3 ANTENNA SCENARIO F;a-SYSTEM SCHEDULE THIS DOCUMENT IS THE CREATION,
GROUND ELEV: 260 f AMSL LOCATION DESIGN,PROPERTY AND COPYRIGHTED
* APPLICANT ALCAEL-LUCENT WORK OF SPRINT COMMUNICATIONS,
REPRESENTATIVE: I ROBBINS ROAD -° A-4 TYPICAL DETAILS INC. ANY DUPLICATION OR USE
STRUCTURE TYPE: MONOPOLE WESTFORD,MA 01886 `� WITHOUT EXPRESS WRITTEN CONSENT
952-1600 S STRICTLY PROHIBITED. DUPLICATION
P:1918)
A-5 CABINET < ANTENNA WIRING DIAGRAM AND USE PI GOVERNMENT AGENCIES
PU
FOR THE RPOSES OF CONDUCTING
STRUCTURE HEIGHT: 199't AGL THEIR LAWFULLY AUTHORIZED
5-1 STRUCTURAL DETAILS REGULATORY AND ADMINISTRATIVE
ANTENNA RAD 19T±AGL SITE ACQUISITION GOODMAN NETWORKS FUNCTIONS IS SPECIFICALLY ALLOWED.
CENTER: REPRESENTATIVE: 241 SOSTCN POST ROAD
WEST MARLBOROUGH,MA 01152 5-2 STRUCTURAL DETAILS
LOCAL POWER ATTN:CAR-MORIN
COMPANY: NSTAR CELL:: 469-286-1918 a ad SUBM TT
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LOCAL TELCO E-I ELECTRICAL,GROUNDING PLAN 4 DETAILS NO DATE DESCRIPTION BY
COMPANY: VERIZON ARCHITECT/ENGINEER: ATLANTIS GROUP INC. A 03/16/12 ISSUED FOR REVIEW MB
1340 CENTRE 5T SUITE 203 ° r„ Hatay E-2 TYPICAL POWER 4 GROUNDING ONE LINE DIAGRAM
k SOURCE OF COORDINATES AND ELEVATION: NEWTON CENTER,MA 02459 0 04/18112 PRELIMINARY FINAL MB
SPRINT SITLRRA DATABASE CONFIRMED BY OFFICE:(611)965-0189
ALCATEL-LUCENT USING GOOGLE EARTH. MB
I 05/11/12 F GD
GENERAL NOTES SCOPE OF WORD APPROVALS
I. THIS IS AN IS UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR SPRINT PROPOSES:TO INSTALL AND MODIFY EXISTING WIRELESS TELECOMMUNICATIONS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE
HUMAN HABITATION: FACILITY AS FOLLOWS: CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL DOCUMENTS ARE
-HANDICAP ACCESS REQUIREMENTS ARE NOT REQUIRED. SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR
-FACILITY HAS NO PLUMBING OR REFRIGERANTS. 1. (1)NEW MULTIMODE 575 CABINET TO REPLACE(1)EXISTING MODCELL CABINET WITHIN MODIFICATIONS.
-THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATOR REQUIREMENTS. EXISTING LEASE AREA(STEEL DUNNAGE). SITE NUMBER
2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS 2. (2)NEW BBU CABINETS TO REPLACE(1)EXISTING POWER PLANT CABINET(STEEL DUNNAGE). CONSTRUCTION: ————————————————DATE:———————— 5633XW83-$
ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S SITE NAME:
REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE 3. (I)NEW FIBER DISTRIBUTION BOX(PROPOSED POSTS). TOM DIJMP/AM P.ICAN
WORK OR BE RESPONSIBLE FOR SAME. LEASING/
3. DEVELOPMENT AND USE OF TH15 SITE WILL CONFORM TO ALL APPLICABLE CODES 4. (3)800/1900 MM ANTENNAS(PROPOSED PIPE MAST). SITE ACQUISITION: ————————————————DATE:———————— TOUER
AND ORDINANCES.
SITE ADDRESS:
BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 180 5. (I)NEW BACKHAUL ANTENNA(PROPOSED 3"OD PIPE MA5T). no GLENDALE ROAD
CMR-8TH EDITION 6. (3)80OMHz AND(3)190OMHz RRH's ALL NEW(TOWER). R.F.ENGINEER: ————————————————DATE:———————— FLORI:SHEE MA E:
ELECTRICAL CODE: 2008 NATIONAL ELECTRIC CODE SHEET TITLE:
LANDLORD/
1. (3)HYBRIFLEX GABLES AND(1)CAT5E CABLE FROM EQUIPMENT TO ANTENNAS.
STRUCTURAL CODE: TIA/EIA - 222 - G OR LATESt EDITION PROPERTY OWNER=----------------DATE:-------- TITLE SHEET
4. REFER TO STRUCTURAL ANALYSIS DOCUMENT ENTITLED "STRUCTURAL ANALYSIS 8. (1)GPS ANTENNA TO REPLACE EXISTING GPS ANTENNA.
REPORT "PREPARED BY AMERICAN TOWER CORPORATION, "ATC SITE NUMBER: 15035", DIG SAFE SYSTEMS,INC. SHEET NO:
DATED MAY I,2012 I-889-DIG-SAFE(344-1233) T — l