8081_SITE PLAN-NEXTEL-AT AND T-PROVIN MT.-NORTH WEST ST. � �o�
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TowN OF AGAWAM
INTEROFFICE
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MEMORANDUM
To: Planning Board
CC: John P. Stone, Clough Harbour & Associates, LLP, File
From: Engineering Division
Date: January 20, 2000
Subject: Site Plan - AT&T - Provin Mountain - North West Street - SP 295
Per your request dated January 14, 2000 we have reviewed the plans for the above
mentioned subject entitled, " AT&T Wireless Services, Site I.D. # SP-38: Southwick Atop Provin
Mountain Agawam, Massachusetts, for AT&T Wireless Services, by Clough Harbour &
Associates LLP, dated January 12, 2000, scales 1" =120' and 1" = 10'." We have the following
the comments:
1.) Calculations should be submitted to show that the tower and its foundation can structurally
support the proposed additional antennas (9). The calculations should be stamped by a
Massachusetts Professional Engineer.
2.) The street address should be included on the plans.
3.) The additional impervious area being created from the proposed concrete slab will create
no substantial increase in run-off. It would be impractical to require detention to restore
pre-construction stormwater events.
4.), Final approval will be based upon the Building Inspector's approval of zoning compliance.
If you have any questions please do not hesitate to contact our division:
Your truly, 11 NVanc
f
ones T. Daley, P.E. is
Town Engineer Civil Engineer I
h aengineerlsiteplanl sp295_03.wpd
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TOWN OF AGAWAM
3S MAIN STREET -AGAWAM, VIASSACHUSETTS 01001
y Tel. 413-;88-0400
4M
MEMO
TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept.
FROM: Planning Board
DATE: January 14, 2000
SUBJECT: Site Plan-AT&T -Provin Mountain-North West Street
Please review and comment on the attached Site Plan for AT&T-on Provin Mountain, North West
Street prior to the Board's January 20°i meeting.
Thank you.
DSD:prk
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AGAWAM FIRE DEPARTMENT
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800 MAIN STREET • AGAWAM, MA 01001
TELEPHONE (413) 786-0657 1
4
4R Qd p M David A. Pisano Chief of Department FIRES
1/20/00
RE: Provin Mountain N. West ST.
Wireless Communication
Cell Tower
Dear Sir;
The Agawam Fire Dept. Has no objection to the proposed site additions. 1n your plans
their is mention of a generator . Please note that any such equipment will most likely
require permits from the Fire Dept., and a follow up inspection.
Fire Insp.�M. Mercadante
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MEMO
TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept.
FROM: Planning Board
DATE: January 14, 2000
SUBJECT: Site Plan-AT&T - Provin Mountain -North West Street
Please review and comment on the attached Site Plan for AT&T.on Provin Mountain, North West
Street prior to the Board's January 20'" meeting.
Thank you.
DSD:prk
• i
ANDERSON &KREIGIER 11,P
Attorneys at Law
STEPHEN D.ANDERSON The Bulfinch Building ACHESON H.CALLAGHAN
Also admitted in Cr 47 Thorndike Street OfC ;Inxl
Cambridge,MA 02141 DOUGLAS H.WILKINS
ARTHUR P.KREIGER (617) 252-6575 orcuunul
Also admitted in NY Fax: (617) 252-6899
RUTH H. SILMAN
GEORGE A.HALL,JR.
Also admitted in NH RACHEL GRAHAM EVANS
January 14, 2000
BY MAIL
Agawam Planning Board
Office of Planning and Community
Development
36 Main Street
Agawam Massachusetts 01001
Re: Co-location on existing tower atop Provin Mountain
Dear Sir or Madam:
Enclosed are the following items in support of the request of AT&T Wireless PCS, LLC,
for site plan approval for the collocation of 9 antennas on an existing tower atop Provin
Mountain, 591 North West Street, in addition to an unmanned communications shelter at the site.-
1. Application for Site Plan Approval (Form D)
2. Ten copies of the Plans for this installation.
Please place this matter on the Planning Board's agenda for the next available date.
Based upon my prior discussion with your office, i understand that it is likely to be on the agenda
for February 3, 2000.
Please let me know if there are any additional questions prior to the meeting.
Very Truly Yours,
Do ]as H. Wilkins
dwilkins _,andersonkreiger.com
Enclosure
cc: Joe Sweet (E-Mail:joe.sweet@attws.com) ;'; t
Susan Johnson (E-Mail: susan.jolinson@attws.com)
Wes Antwine (E-Mail: wes ley.antwine@crowncastle.com) w
AMASawamSP381p1anbrd.001 �p►A _
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,D Printed on recycled paper
AGAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Planning Board
Office of Planning and Community Development
3 6 Main Street
Agawam, MA 01001
1. Name of Business AT&T Wireless PCS, LLC
Westwood, MA 02090.
Address
2. Name of ApplicantIOWM AT&T wireless PCS , LLC , Lessee
ue 11 Drive, suite IOU
Address Westwood, MA 02090
Attention : Joe Sweet
Telephone (781) 407-4520
cc : Stephen D. Anderson, Esq. 47 Thorndike Street
3. Name op`ingin n, rc1 teAger,- LLP Cambridge, MA 02141
Clough, Harbour & Associates
� gpners Circle, Albany, NY 12205
Attn: Tony Mantello
Telephone (518.) 453-45no
4. Please give a brief description of the proposed project: Collocate on an
existing telecommunications tower. AWS proposes to attach
9 antennas to an existing tower and place an unmanned
communications shelter atop Provin Mountain, 591 North
West Street, Agawam, MA.
Revised 11/06/98 1 y
-t
CLOUGH, HARBOUR
-Q & ASSOCIATES LLP
ENGINEERS,SURVEYORS. PLANNERS
&LANDSCAPE ARCHITECTS
ill WINNERS CIRCLE
P.O. BOX 5269
ALBANY. NY 1 2 205-02 6 9
TEL: 51 8-453-4500 • FAX: 51 a-458-1 735
www.cloughharbour.com
January 17, 2000�
I
Ms. Debra Dachos
Director of Planning and Community Development
36 Main Street
Agawam, MA. 01001
i
Re:Boston & Providence MTA +
Design Plan Submission. CHA FILE: 6655-01 —�
Dear Ms. Dachas:
We are enclosing Design Plans for the following site(s) as a
Site L D. Site Name Number of Fri
SP-38 Southwick 1
Should you have any questions or require additional information please contact me at(518)453-3953.
Very truly yours,
CLOUGH,HARBOUR & ASSOCIATES LLP
ENGINEERS, SURVEYORS, PLANNERS
& LANDSCAPE ARCHITECTS
Ilk
Anthony Mantello, P.E. .> rr"`
Project Manager 100 ; .
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Enclosures
(617)252.6575
W:1ATnBOSTOMCOKRFSMIiSIGMSUI,I,IVAMMARK-UP.WPP
~ Offices Throughout the Eastern United States
"Satisfying Our Clients by Meeting Their Needs Through Dedicated People Committed to Total Quality."
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GENERAL NOTES:
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1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND 7, THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS, MECH.
SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL ANTENNA AZIMUTH MAU M 2 L IMA DQWNJLT RAD. CENTER, (AGL) �� CABLE SIZE A E9QX._CABLE LENGTH COLOR
OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND
(ACTUAL �cn1r VARY)INTERRUPTED. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, Rx1A 030 ALLGON AWS9016.02D NO 0' 1fi0 FT BOTTOM 1 5/8" 190 FT GREEN a �
CERTIFICATES, ETC. 4
2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND TxA 030 ALLGON AWS9016,021) -- 0' 160 FT BOTTOM 1 5/8" 190 FT GREEN/GREEN
ORDERLY SITE, YARD AND GROUNDS, REMOVE AND DISPOSE OFF SITE 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE
ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. MONUMENTATION. ANY MONUMENTATION DISTURBED OR Rx2A 030 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT GREEN/GREEN/GREEN
REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE RX1B 150 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE C _
DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED SURFACE. SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE TxB 150 ALLGON AWS9016.02D -- 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE/BLUE ° C)SUPERVISION OF A LICENSED LAND SURVEYOR.
3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- Rx2B 150 ALLGON AWS9016,02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE/BLUE/SLUE
GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE RxiC 270 ALLGON AWS9016,021) NO 0' 160 FT BOTTOM 1 5/8" 190 FT WHITE
THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION.
THE LOCATIONS INDICATED, IN PARTICULAR, THE CONTRACTOR 11, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF TxC 270 ALLGON AWS9016.02D -- 0' 160 FT BOTTOM 1 5/8" 190 FT WHITE/WHITE
IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SURFACE DRAINAGE DURING THE COURSE OF WORK. Rx2C 270 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT WHITE/WHITE/WHITE
SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES
IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT 16 dBI (14dBd) GAIN 90' HORIZONTAL -2' ELECTRICAL DOWNTILT TMA MODEL # N/A
SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE
EXECUTING ANY WORK, 4 HOURS BEFORE YOU DIG, DRILL COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER,
BLAST, CALL 1-888-DIG-SAFE NOTIFY THE OWNER OR OWNERS REPRESENTATIVE AND THE UTILITY OWNER
BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE,
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4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING
OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. 13. MAINTAIN FLOW FOR ALL EXISTING UTILIT1ES.
THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY
THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE, THE OWNER OR OWNER'S REPRESENTATIVE ON T#iE DRAWINGS. O
5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE
ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE AWAY FROM THE BUILDING AND THE TOWER.
DURING THE PERFORMANCE OF THIS CONTRACT. � v)
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1. GENERAL 6, CONCRETE (CONT.) d
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A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES
SAFETY, SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. m
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES a
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY I, CURING COMPOUNDS SHALL CONFORM TO ASTM C-309, THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO a
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES, CLOUGH, HARBOUR & ASSOCIATES, LLP BY AT&T WIRELESS AND
J. ADMIXTURES SHALL CONFORM To THE APPROPRIATE ASTM STANDARD As THE TOWER OWNER. AT&T WIRELESS AND THE TOWER OWNER
C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR REFERENCED IN ACI-301, a o
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITY
PRIOR TO REMEDIAL OR CORRECTIVE ACTION, ANY SUCH ACTION SHALL K. DO NOT WELD OR TACKWELD REINFORCING STEEL.
L. ALL DOWELS ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE AND REQUIRED IMPROVEMENTS OF AND TO THE EXISTING TOWER,
REQUIRE APPROVAL, EXISTING STRUCTURES, AND EXISTING SUPPORTS.
SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED
D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
COORDINATE HIS WORK WITH THE WORK OF OTHERS. PLACEMENT,
E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR, CONSTRUCTION AS ACCEPTABLE TO ENGINEER, PLACE REINFORCEMENT
CONTINUOUSLY THROUGH JOINT.
F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED, z
REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. I I
0, PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD II I o
2. DESIGN LOADS JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY
A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING, DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
B. PRESUMPTIVE BEARING CAPACITY: 2000 PSF CHUTES OR FORMWORK.
(VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT)
CENTERLINE OF ANTENNAS TO BE
C. PREFABRICATED BUILDING: 40,000 LBS P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND.
D. ROOF UNIFORM SNOW LOAD: 40 PSF PLACED AT 160' AGL ON EXISTING N �
(DRIFTED SNOW AS PER THE STATE BUILDING CODE,) 0. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND 1fi3' LATTICE TOWER o
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. II.I II "
3. EXCAVATIONS/FOUNDATIONI EXISTING PANEL ANTENNAS ® 146' AGL
A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE R. FOR COLD--WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO
MATERIALS. APPLICABLE ACI CODES AND RECOMMENDATIONS, IN EITHER CASE, MATERIALS
CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT
FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM, cn W
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL,
Y tt- V) O
U_ uj --I CDC, DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. V) Q
EXISTING 6' DISH 0 133.3' AGL p
D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, s�o� 030' j .Q) p)
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE Q [] W O
REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER.
O m Q y (no
E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE, m Z M
F. FOOTING EXCAVATIONS SHALL BE CUT NEAT. s�OM a LEI •�
G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND FOOTINGS ANTENNA MOUNTING PIPE
SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 959 BY MICROFLECT PART N0, I z Q J -- -6
STANDARD PROCTOR DENSITY PER ASTM D-698. B1478
W = °o
H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY TRUE ® EXISTIVG 8' DISH 0 112' AGL EXISTING 6' DISH 0 108.9' AGL
o
GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. N
z �
4, ANTENNA SUPPORT BRACKET NOTES N z W 50 3 m
A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL , z I-- a O O
COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY 270' ----- 6 < °- F_ O
OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, 14 �
o �-
co F-
DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, ® a ¢
DESIGN LOADS, AND ALL OTHER PERTINENT DATA. a o
STANDOFF FRAME BY
B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS MICROFLECT (PART NO. z z
AND COAXIAL CABLES AS SHOWN. 99560) OR EQUAL EXISTING 4' DISH 0 91.7' AGL EXISTING DISH 8' 0 92,6' AGL
z w
5. STRUCTURAL STEEL NOTES 150• o Q a L 0 0
A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION Cl- J Z W N j
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS , 1 °a 0 .,J Z I Y
B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE ANTENNA Q U I
FROM STEEL MEETING THE REQUIREMENTS OF ASTM--A36 WITH A MINIMUM YIELD STRESS _ NO SCALE
Q- O
co
OF 36 KSI, ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. EXISTING 163' LATTICE TOWER Lu u Q r
C. ALL INTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT L E W w
Ln
FABRICATOR'S NON-LEAD RED OXIDE PRIMER, PRIMING SHALL BE PERFORMED AFTER Q >_ Q z
SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE, ALL DINGS, SCRAPES, MARS, Wu
AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR z
TO COMPLETION OF THE WORK,
Q❑
D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT-DIP GALVANIZED MICROFLECT PART #B251 �R [l Z m z
ACCORDING TO ASTM A123. TOUCH-UP FIELD WELDS AND ABRADED AREAS W/2 COATS COMBINATION SQUARE .L 0 W J Q
OF GALVANIZED PAINT. RAIL �1� In W 1 %_
E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND V �JJ
DETAILED ON STRUCTURAL DRAWINGS, Z_ z
F, CONNECTIONS:
Q L'J
1, ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES J W
AND WELDING SHALL CONFORM TO AISC AND AWS D1,1. WHERE FILLET WELD SIZES U v
ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL
OF STEEL CONSTRUCTION ", 9TH EDITION, AT THE COMPLETION OF WELDING, ALL v
DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. cn
2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, w
PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE T z
AISC MANUAL (9TH EDITION) IN THE SECTION "ALLOWABLE LOADS ON BEAMS", FOR ■i z_
THE GIVEN MEMBER AND STEEL SPECIFICATIONS,
CONCENTRATED LOADS NEAR
SUPPORTS MUST. BE ADDED. U a -
N 5' t LONG CABLE TRAY MOUNTED ON Q
3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL POLE SUPPORTS.
4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.)
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 10' X 20' PREFAB EQUIPMENT SHELTER
5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM MICROFLECT PART #8291 ON A 11' X 21' CONCRETE SLAB WITH
CROSS PIECE 40" LONG TOP ELEV. = 6" ABOVE FINISH GRADE etr
A307 BOLTS UNLESS NOTED OTHERWISE. GALV VERTICAL SPACING pG 6�3
NU S
6. CONCRETE PER MFR RECOMMENDATIONS
EXISTING EQUIPMENT BUILDING
A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO INSTALL B' HIGH CHAIN �, z
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 LINK FENCE WITH BARBED
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, EXISTING CHAIN LINK FENCE WIRE (TO MATCH EXISTING)
X "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; �''�Orrvr e
X
x B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
PLACING CONCRETE,
C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (f1,57.) WITH A MAXIMUM
rn rn rn
4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI a o a
UNLESS OTHERWISE NOTED.
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D. MAXIMUM AGGREGATE SIZE SHALL BE 1".
-- 1 �I I� --I——II►L�— I --—�—I-�--C_—�I - M THE FOLLOWING MATERIALS SHALL BE USED: E. 1=I I1 1I
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PORTLAND CEMENT: ASTM C 150, TYPE 1 ,
m
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I REINFORCEMENT: ASTM A 185
NORMAL WEIGHT AGGREGATE: ASTM C 33
WATER: DRINKABLE o 0
ADMIXTURES: NON—CHLORIDE CONTAINING Drawing No.
CID
F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT, MINIMUM 3
YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN NO SCALE
ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 2 CABLE SUPPORT ON ANTENNA TOWER —
G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: _ NO SCALE NOTES 1. CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT. ■ri■
1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH,,,,,,..3" NOTE: CONTRACTOR SHALL VERIFY CABLE MOUNTING W/STRUCTURAL 2, ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS. A3
2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2"
3, SLABS....................................................3/4 ANALYSIS RECOMMENDATIONS.
4. ALL OTHER CONCRETE.....................................1 1/2"
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NOTES: 1. PROVIDE CORNER BARS AT EACH CORNER OF PAD. o o u
BAR SIZE SHALL MATCH HORIZONTAL REINF.
'i Drawing No,
2. COORDINATE LOCATION OF UTILITY PENETRATION THRU 4 CA13LE TRAYPOLE SUPPORT 5 5ILT, DETAIL
N SHELTER SLAB WITH ELECTRICAL DRAWINGS. — NO SCALE — NO SCALE
3. CONTRACTOR SHALL WATER STOP ALL CONDUIT NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6'-0"
PENETRATIONS THRU SLAB AND SHELTER. BETWEEN SUPPORTS. A 4
4. COORDINATE SLAB PLAN W/ SHELTER MFR.
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(413) 785--5871 Q
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I i E_2 1. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS SHALL NOT BE USED.
1 12
6 1
` 2. CAP ALL EMPTY CONDUITS AT BOTH ENDS. SEAL ALL CONDUITS WITH PULL CORDS & W
1 E-3 + CONDUITS WITH GROUND WIRES. Y O
+ 3. COORDINATE ALL PENETRATION LOCATIONS WITH ACTUAL BUILDING PLANS. U_ V)
j 4. DRAWINGS WERE COMPLETED BEFORE UTILITIES COULD CONFIRM SOURCE OF SERVICES. v Z 00
+ r DRAWINGS ARE BASED UPON SITE OBSERVATIONS ONLY. < J -+-+ 0)
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0 2"C/ w/(3) #4/0 + #6G TO BUILDING DISTRIBUTION SYSTEM. COORDINATE • 0 H" EtrS
2 EXACT TTEERMINATION LOCATION WITH OWNER.
N O 4 TELEPHONE CONDUIT WITH PULL WIRE. �
TELEPHONE SERVICE ENTRANCE. PROVIDE 4" CONDUIT w/ PULL WIRE
CONC W/ 2 Y
TO BUILDING TELEPHONE BACKBOARD. COORDINATE EXACT TERMINATION 1 gMT PREFAB
LOCATION WITH OWNER,
GENERATOR )EQUIPMENT �o►rr,r Q
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10 CONNECT TO EXISTING EXTERIOR GROUND RING. LOCATE IN FIELD. m
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NEW 400A, 120/24OV, 10 SQUARE "D" METER-PAK METER CENTER w/
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M 2 METERS. (1) 200A METER SOCKET/CB FOR AT&T AND (1) 200A MEITER
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I I I I I I TOWER GROUND BAR
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4 PLACES I EQUIPMENT LAC SERVICE SERVICE I P, CORNERS FENCE �cSUPPORTS I I `n
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TELECOMMUNICATION CABLE TRAY 1 0
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I I I :' ; ; :;r=:t•::,•- =: ONE OR TWO CONDUITS N z
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BUILDING GROUND BAR I MASTER GROUND BAR ANTENNA GROUND BAR (TYP. OF 3) 11
I I NOTE, REPLACE EXISTING SURFACE CONDITIONS IN KIND TO INCLUDE, W
I BUT NOT LIMITED TO: CONCRETE, CRUSHED STONE, SELECT Y h O
GRAVEL, ASPHALT CONCRETE, TOPSOIL AND GRASS.
TELECOMMUNICATION C BLE TRAY U ~ O
CABLE SHEATH CABLE TRAY 1 PLACE ANTENNA TELECOMMUNICATION [CABLE TRAY _
FRAME 11 CABLE SHEATH � � -� �
E2 UNDERGROUND CONDUITS W O
— NO SCALE
O m. Lil o
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DEL CONNECTION TYPE TO EQUIPMENT AND GROUND BARS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER AND OWNER. ' • a J >
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LEGEND
m Z W = 0
5/8" x 10'-0" COPPER CLAD GROUND ROD, 5 0
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4 CONDUCTORS FROM UTILITY POLE TO METER INSTALLED BY CONTRACTOR.
ICONTRACTOR Lj
TO PROVIDE SUFFICIENT CABLE TO REACH A MINIMUM OF 24" O
" ABOVE TERMINATION LOCATIONS, AND ROUTE TO SERVICE DISCONNECT WITH- a
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�i SURVEY NOTES: ROPeRrr ET7S
1. BASE MAPPING PREPARED BY CLOUGH, HARBOUR do ASSOCIATES LLP
FROM A NOVEMBER 1999 FIELD,SURVEY. a a
2. LATITUDE/LONGITUDE/ELEVATIONS WERE OBTAINED UTILIZING ~a LANDS N/�' Q
CODE BASED CPS REFERENCED TO NHOOT CPS BASE STATION. NOEL BROWN En
LATITUDE/LONGITUDE ARE REFERENCED TO NAD83 MASSACHUSETTS B.3508, P.291
MAINLAND ZONE. COORDINATES SHOWN, IF ANY, ARE EXPRESSED IN U.S. FEET. 'yNp�yy
ELEVATIONS ARE REFERENCED TO NGVD 1929. TOP OF STRUCTURE -�
HEIGHT AS SHOWN, IF ANY, DETERMINED BY VERTICAL ANGLE OR BY
ACTUAL LOCATION. -. •-
3. FOR THIS PROJECT, CLOUGH, HARBOUR & ASSOCIATES LLP USED A TRIMBLE
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PATHFINDER 8 CHANNEL PRO XL CPS SYSTEM. TRIMBLE TECHNICAL SPECIFICATIONS
STATE A HORIZONTAL DIFFERENTIALLY CORRECTED ACCURACY OF < 1 METER + 10ppm " N
FOR THIS SYSTEM, CPS DIFFERENTIALLY CORRECTED VERTICAL ACCURACY IS GENERALLY w-
CONSIDERED TO BE 1 1/2 — 2 TIMES THE HORIZONTAL ACCURACY SPECIFICATION, ALL
ACCURACIES ARE SITE DEPENDANT. THE ROOF ELEVATION SHOWN, IF ANY, WAS COMPUTED
FROM CPS OBSERVATIONS, ALL OTHER ELEVATIONS WERE MEASURED ON SITE AND ARE m �,
SITE RELATIVE.
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4. NORTH ORIENTATION IS TRUE NORTH BASED ON CPS OBSERVATION. VICINITY PLAN, o
MAGNETIC ORIENTATION IS BASED ON WEST SPRINGFIELD MASSACHUSETTS USGS QUAD SHEET. SCALE: 1" = 120� a a
5. UNDERGROUND UTILITIES SHOWN, IF ANY, FROM FIELD LOCATION ONLY.
Drawing No.
6. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE.
o� PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE FROM TAX MAP AND DEED PLOT. GRAPHIC SCALE
a' 7. SUBJECT TO ANY STATE OF FACTS THAT AN UP—TO—DATE ABSTRACT OF TITLE WOULD
%I DISCLOSE. 120 0 60 120 240 4W
a 8. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. 1
z 9. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR do IN FEET
ASSOCIATES, LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE.
1 inch = 120 f1~
0
5:51:52
GENERAL NOTES: _
$F S— YSTEM SCHEDULE
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 9
MECH. a c
SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL
OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND ANTENNA AZIMUTH M�lSE MODEL �d9 CENTER_(AGL) FEED CABLE SIZE APPROX. CABLE LENGTH COLOR
(ACTUAL LENGTH MAY Warr) m
INTERRUPTED. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, Rx1A 030 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 19O FT GREEN
CERTIFICATES, ETC.
TxA 030 ALLGON AWS9016.02D -- 0' 160 FT BOTTOM 1 5/8" 190 FT GREEN/GREEN a ~
2. THE CONTRACTOR R RESPONSIBLE FOR MAINTAINING I NEAT OFF
9, THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE Rx2A 030 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5 8" 190 FT GREEN/GREEN/GREEN �,ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE
LITTER AND ALL FOREIGN SUBSTANCES. MONUMENTATION. ANY MONUMENTATION DISTURBED OR /
ALL RUBBISH, WASTE MATERIALS, DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE Rx1B 150 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE m :]--
REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE # 3
DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED SURFACE. SUPERVISION OF A LICENSED LAND SURVEYOR. TXB 150 ALLGON AWS9016.02D -- 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE/BLUE
THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALE BE DONE Rx2B 150 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT BLUE/BLUE/BLUE
GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN Rx1C 270 ALLGON AWS9016,02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT WHITE
THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION. -
THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR TxC 270 ALLGON AWS9016.02D - 0' 160 FT BOTTOM 1 5/8" 190 FT WHITE/WHITE
WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF Rx2C 270 ALLGON AWS9016.02D NO 0' 160 FT BOTTOM 1 5/8" 190 FT WHIT£/WHITE/YIIHITE
SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES SURFACE DRAINAGE DURING THE COURSE OF WORK.
IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE 16 dBi (14dBd) GAIN 90' HORIZONTAL -2' ELECTRICAL DOWNTILT TMA MODEL # N/A
SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER.
EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER
BLAST. CALL 1-888-DIG-SAFE BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE.
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4.
THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES.
OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. o
THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY
THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE. THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS. 0
0
5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE
ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE AWAY FROM THE BUILDING AND THE TOWER,
DURING THE PERFORMANCE OF THIS CONTRACT.
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THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY
DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS
BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S
REPRESENTATIVE.
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GRAPHIC SCALE
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1. GENERAL 6. CONCRETE (CONT.) o
A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES N
SAFETY. SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309 a
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO
LOCATE AND PRESERVE UNDERGROUND UTILITIES. CLOUGH, HARBOUR & ASSOCIATES, LLP BY AT&T WIRELESS AND m
J. ADMIXTURES SHALL CONFORM ro THE APPROPRIATE ASTM STANDARD As THE TOWER OWNER, AT&T WIRELESS AND THE TOWER OWNER
C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR REFERENCED IN ACI-301, o
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER K. DO NOT WELD OR TACKWELD REINFORCING STEEL. ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITY
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL AND REQUIRED IMPROVEMENTS OF AND TO THE EXISTING TOWER,
REQUIRE APPROVAL, L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE EXISTING STRUCTURES, AND EXISTING SUPPORTS.
SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED
D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
COORDINATE HIS WORK WITH THE WORK OF OTHERS, PLACEMENT.
E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR. CONSTRUCTION AS ACCEPTABLE TO ENGINEER, PLACE REINFORCEMENT
CONTINUOUSLY THROUGH JOINT,
F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED, z
REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. I r
0, PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
2. DESIGN LOADS JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY II 1 0
A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH z
B. PRESUMPTIVE BEARING CAPACITY: 2000 PSF CHUTES OR FORMWORK. \
(VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT) 0
C. PREFABRICATED BUILDING: 40,000 LBS P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. CENTERLINE OF ANTENNAS TO BE
D. ROOF UNIFORM SNOW LOAD: 40 PSF PLACED AT 160 AGL ON EXISTING N z
(DRIFTED SNOW AS PER THE STATE BUILDING CODE.) Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND \ 163' LATTICE TOWER N o
SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. II . II � "
3. EXCAVATIONS/FOUNDATION I EXISTING PANEL ANTENNAS ® 146' AGL �
R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO
A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE APPLICABLE ACI CODES AND RECOMMENDATIONS, IN EITHER CASE, MATERIALS
MATERIALS. CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. V) W O
C. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND.
U_ J O
EXISTING 6' DISH 0 133.3' AGL
D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, 6� 030`
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE �' H- a 10 W
REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. < W cV
E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE, O Z
Z
F. FOOTING EXCAVATIONS SHALL BE CUT NEAT. 6`0+ �� * 0 3 Z .j Q
00 0 w N L
G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND FOOTINGS ANTENNA MOUNTING PIPE \, M ¢ z W
SHALL BE SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% BY MICROFLECT PART NO.
STANDARD PROCTOR DENSITY PER ASTM D-698. B1478 ~ W z: O
0
H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY U8 EXISTING 8' DISH 0 112' AGL EXISTING 6' DISH ® 108.9' AGL o � 3
GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. SAG N a �, 2 m �
4. ANTENNA SUPPORT BRACKET NOTES N z �''� 5 W m O
� w &
A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL z
COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY 27Q{� �� a 0
OF THE MANUFACTURER. MFR SHALL PROVIDE: TO THE ENGINEER FOR APPROVAL, 14 in �3 o 0
DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, ® a ¢
DESIGN LOADS, AND ALL OTHER PERTINENT DATA. U, o
N FUTURE PANEL ANTENNAS STANDOFF FRAME BY z �
B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND U MICROFLECT PART NO.
AND COAXIAL CABLES AS SHOWN. 995fi0) OR EQUAL z Of EXISTING 4' DISH 91,7' AGL -� EXISTING DISH 8' CAD 92.6' AGL
5, STRUCTURAL STEEL NOTES o
150 R (� 0 0
" � o aca � � N �
A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF. THE AISC SPECIFICATION o w ""� W I
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". ~ o O J Q I
B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE 1
Y
FROM STEEL MEETING THE REQUIREMENTS OF ASTM-A36 WITH A MINIMUM YIELD STRESS _ NO SCALE a_ /� m U� a O co
OF 36 KSI, ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM, EXISTING 163' LATTICE TOWER UJ Q �
C. ALL INTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT u" W w
FABRICATORS NON-LEAD RED OXIDE PRIMER, PRIMING SHALL BE PERFORMED AFTER
SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, Q Q >` Q z
AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR / _ ..■. U
TO COMPLETION OF THE WORK. - r 11 0 Q
D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT-DIP GALVANIZED MICROFLECT PART #B251 V °z
ACCORDING TO ASTM A123. TOUCH-UP FIELD WELDS AND ABRADED AREAS W/2 COATS COMBINATION SQUARE = O Ul m
OF GALVANIZED PAINT. RAIL �/ UJ
, 1111 .
E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND W I
DETAILED ON STRUCTURAL DRAWINGS. `
z
F. CONNECTIONS: Q z
1. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES J
uj
AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES W 0
U
ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL cj�
OF STEEL CONSTRUCTION ", 9TH EDITION. AT THE COMPLETION OF WELDING, ALL U
DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. _ V)
2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, - w
PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE 0.
AISC MANUAL (9TH EDITION) IN THE SECTION "ALLOWABLE LOADS ON BEAMS", FOR
THE GIVEN MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR
SUPPORTS MUST BE ADDED.
3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL 5' f LONG CABLE TRAY MOUNTED ON n
BOLTED HALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS 3 4" DIA. POLE SUPPORTS.
4. BOL DS ( / }
AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 10' X 20' PREFAB EQUIPMENT SHELTER
5, NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA, GALVANIZED ASTM MICROFLECT PARTE8291 ` ON A 11 X 21' CONCRETE SLAB WITH
A307 BOLTS UNLESS NOTED OTHERWISE. CROSS PIECE 40 LONG \� TOP ELEV. fi" ABOVE FINISH GRADE Errs
GALV VERTICAL SPACING \ �*
6. CONCRETE PER MFR RECOMMENDATIONS—.,, EXISTING EQUIPMENT BUILDING
A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO INSTALL 8' HIGH CHAIN �
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 CHAIN LINK FENCE WITH BARBED r
EXISTING CN LINK FENCE �I
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, / WIRE (TO MATCH EXISTING)
x "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; MNp�w
x
x B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
PLACING CONCRETE.
C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.5%) WITH A MAXIMUM m rn m
W 4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI o ti
UNLESS OTHERWISE NOTED.
n N O N N
D. MAXIMUM AGGREGATE SIZE SHALL BE 1
E. THE FOLLOWING MATERIALS SHALL BE USED; -� I �_ I-- - I - 1 -i I =W- : �11 1�� II-1� 1-1`:;' I�� €1LI-� - i-
IT1�LI 1 I —IJ=I�11 �11 p
PORTLAND CEMENT. ASTM C 150 TYPE I �� I- 111- = 11=111-��LI- I m m
i :!ll—UI=Lu ,I I "' ��� a m o
REINFORCEMENT: ASTM A 185 i�- II—III- III—IfI—III-+II- tt II I- I' ' III II,;II , IIjf-J�-J� tJ� II II IP Y
NORMAL WEIGHT AGGREGATE: ASTM C 33 III--III Pm
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WATER: DRINKABLE
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ADMIXTURES: NON-CHLORIDE CONTAINING
Drawing No.
F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM 3
YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN 2 CABLE SUPPORT ON ANTENNA TOWER _ NO SCALE
ACCORDANCE WITH THE LATEST EDITION OF ACI 315,
G. CONCRETE COVER AROUND REINFORCING BARS U.N.O. SHALL BE: - NO SCALE
{ ) NOTES 1. CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT. AIIIII=31. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3.0 NOTE: CONTRACTOR SHALL VERIFY CABLE MOUNTING W/STRUCTURAL 2. ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS,
2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2" ANALYSIS RECOMMENDATIONS.
3. SLABS....................................................3/4"
4. ALL OTHER CONCRETE.....................................1 1/2"
15:51:OS
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3, CONTRACTOR SHALL WATER STOP ALL CONDUIT
NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6 -D
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UNDERLYING LANDOWNER: ADAMS TV OF SPRINGFIELD INC.
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LATITUDE: N-42'05'01 ,7" O
CONSTRUCTION DOCUMENT APPROVAL DATE LONGITUDE: W-72042'15.8"(GPS — NAD83) N
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BASE OF TOWER: 627.9' (GPS NGVD29) Q
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TYPE SITE: EXISTING TOWER Z
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Fn SITE ACQUISITION COORDINATOR 8Y: C CLOUGHe HAR B0 (,, R Drawing No.
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P.O. BOX 5269 518-453-4500 .
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UNDERLYING LANDOWNER BY:
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