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SITE NUMBER : NYCENY1059 / LI - 1059
SITE NAME : ORIENT BY THE SEA RESTAURANT
DRAWING INDEX REV. DIRECTIONS: PROJECT INFORMATION
T-1 TITLE SHEET 7 MIDLAND AVE (NORTH—WEST) TAKE RAMP (RIGHT) ONTO SR-17 .TURN RIGHT ONTO RAMP TAKE RAMP (LEFT) C
ONTO SR-4. TAKE RAMP (LEFT) ONTO 1-95 EXPRESS LN [NEW JERSEY TPKE]. MERGE ONTO 1-95 [NEW SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING
SP-1 SITE PLAN
7 JERSEY TPKE] KEEP STRAIGHT ONTO 1-295 [CROSS BRONX EXPY EXT]. TAKE RAMP (RIGHT) ONTO CROSS TELECOMMUNICATIONS EQUIPMENT AT GRADE LEVEL ATOP NEW ELEVATED
SP-2 ENLARGED AT&T EQUIPMENT PLAN AND GENERAL NOTES 7 ISLAND PKY AT EXIT 30E, KEEP RIGHT ONTO RAMP (0.4 MI). TAKE RAMP (LEFT) ONTO 1-495 [LONG ISLAND STEEL EQUIPMENT PLATFORM AND RELATED ANTENNAS MOUNTED INSIDE
EXPY] AT EXIT 73, TURN OFF ONTO RAMP KEEP LEFT TO STAY ON RAMP BEAR RIGHT (EAST) ONTO CR-58 NEW RF TRANSPARENT MONOPOLE.
SP-3 PARTIAL EAST ELEVATION, ANTENNA PLAN & ANTENNA DETAILS 7 [OLD COUNTRY RD]. KEEP STRAIGHT ONTO SR-25 [MAIN RD] TURN LEFT (NORTH—WEST) ONTO LOVE LN.
SP-4 ANTENNA DETAILS 7 TURN RIGHT (NORTH—EAST) ONTO CR-48 [MIDDLE RD] TURN LEFT (NORTH) ONTO CR-48 [MAIN RD]. KEEP SITE ADDRESS: 40200 MAIN RD.
STRAIGHT ONTO SR-25 [MAIN RD]. ARRIVE AT MAIN RD, ORIENT POINT NY 11957 ORIENT POINT, N.Y. 11957
PROPERTY OWNER: M.G.H. ENTERPRISES, INC. Town of Southold
40200 MAIN ROAD, ORIENT, NY 11957 m*LSM_�orida
VICINITY MAP yns--,
CONTACT PERSON: ROBERT HAASE (631 ) 323-2424 Deco ~
APPLICANTS: NEW LINGULAR WIRELESS PCS, LLC nmuNOERsIONeo.PURsvANrmsouniaorowNcooEsecnon
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JURISDICTION: TOWN OF SOUTHOLD aperiod ofI i$ i4jq ¢f '6 the yIopapproval as per
code section 100-255.
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ass 25 ZONING DISTRICT: ZONE: MARINE II MAP: N/A
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� � ,�” ,' �` CURRENT USE: MARINA/RESTAURANT
_ " R PROPOSED USE: MARINA RESTAURANTWIRELESS COMMUNICATIONS FACILITY
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CODE AND STANDARDS: "'` SITE QUALIFICATION PARTICIPANTS
ALL CONSTRUCTION SHALL MEET OR EXCEED ALL APPLICABLE NATIONAL AND LOCAL9lic
as - � 1 k1agiefNaQkP°Im ! ` NAME COMPANY NUMBER
CODES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ' g 3Y „
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UIIa,A A/E NEIL A. MACDONALD WILLIAM F. COLLINS, AIA (631 ) 689-8450
—BUILDING CODE OF THE TOWN OF SOUTHOLD
RCHITECTS, LLP
—BUILDING OFFICIALS AND CODE ADMINISTRATION (BOCA) E A
�O N " SAC VICTORIA BRENNAN SHORE 2 SHORE (631 ) 807-7836
—BUILDING CODE OF THE STATE OF NEW YORK ,a
—NATIONAL ELECTRIC CODE (NEC) subSWaPazk ` " I~'` RF SERHAD GUVEN BECHTEL TELECOMMUNICATIONS (201 ) 755-4297
—NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) x-I
—AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ti _Ist
nensPoln CON RICHARD CHIAPPA BECHTEL TELECOMMUNICATIONS (201 ) 218-7763
e P°I _ v —
SOCIATION ASA c.N 9R M €
—AMERICAN STANDARDS AS (ASA) I d' sG . ,, I ,� �,�: � ,r rr 1,: I n_I ;'' '. .' CONTACT BOB HAASE ORIENT BY THE SEA RESTAURANT (631 ) 323 2424
—UNDERWRITERS LABORATORIES (UL) 0INpr sm. .= F.
—NATIONAL ELECTRIC MANUFACTURES ASSOCIATION (NEMA) O6/11/12 ISSUED FOR"FILING ALF ALF NM A
SCALE'• NTS Q6 11/16/11 ISSUED FOR REVIEW ALF ALF NM
QM/01/11 ISSUED FOR REVIEW C.P. ALF NM
Q4 07/27/11 ISSUED FOR REVIEW ENA ALF NM �.RED AqWFC PROJECT NO.
ORIENT BY THE SEA RESTAURANT 12/17/09 ISSUED FOR FILING GHM ALF NM �ui�5 r°' 'DER "1q� '.N 05-6 478
06/11/09 ISSUED FOR FILING GHM ALF NAT&T MOBILITY
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WILLIAM F. COLLINS, A I A AT&T # NYCENY1059 / LI- 1059 04/30/09 ISSUED FOR FILING GHM ALF NM * W TITLE s l E ET
A R C H I T E C T S, L L P 40200 MAIN RD 04/01/09 ISSUED FOR FILING GHM ALF NM N l Y "' :�I2
AT&TATBcT MOBILITY 1 EIA
1z-1TEcHNOLOGYDRIVE SETAUKET,NY 11733 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE REVISIONS BY CHK APP'D �.`fi^ JOB NO. SITE NO. c DRAWING NUMBER REV
VOICE: 631-689-8450 FAX: 631-689-8459 PARAMUS, NJ 07652 SCALE: AS NOTED DESIGNED BY: ALF DRAWN BY ALF 2`n 897 NYCENY1059 T- 1 7
DFN=STV[ie0,021 DWG 22 X 34 D SIZE
6 5 4 3 2 PSC=
EXISTING OVERHEAD
PROPOSED AT&T ELECTRIC CONDUITS TRENCHED UTILITY LINES FROM
UNDERGROUND FROM PROPOSED AT&T ELECTRICAL UTILITY POLE #35 BEYOND _ .----
METER AND DISCONNECT SUPPORT RACK TOs
PROPOSED AT&T ELECTRIC PANEL MOUNTED ON PROPOSED AT&T TELCO CONDUIT
TRENCHED UNDERGROUND FROM PROPERTY LINE, TYP:
PROPOSED ELEVATED EQUIPMENT PLATFORM � o
EXISTING UTILITY POLE #35 TO \
� o s
' PROPOSED MESA SPAN CABINET �' $o m
AT SOUTHWEST CORNER OF AND EXISTING RE2
SITE DATA PROPERTY STATIONRIIJ€- F U FUELING
1) NEW LEASE AREA (INCL. MONOPOLE & VERIZON MESA SPAN CAB) 519 tSQ. FT EXISTING TRANSFORMER,
METER AND DISCONNECT
S 2) (L NEW MONOPOLE TO SOUTH PROPERTY LINE SETBACK 240'-10"
3) CL NEW MONOPOLE TO SOUTH BULKHEAD SETBACK 196'-7" eft '7
4) NEW MONOPOLE TO SOUTH PROPERTY LINE SETBACK 40 -5 LOCATION OF PROPOSED AT&T OG
E ' ELECTRIC METER AND DISCONNECT
ma 5) $ NEW MONOPOLE TO EXISTING BUILDING 274'-0"
SUPPORT RACK. SEE 1/SP-2 FOR
6) Ilk NEW MONOPOLE TO NORTH PROPERTY LINE SETBACK 759'-1" �-
3
7) (L NEW MONOPOLE TO NORTH BULKHEAD SETBACK 112-10" MORE INFORMATION EXISTING STORAGE
S 8) q NEW MONOPOLE TO NORTH O.H. UTILITY 773'-3" BUILDING 5N °'' •�
9) q NEW MONOPOLE TO NORTH RESIDENTIAL PROPERTY LINE
s 10) q NEW MONOPOLE TO NORTH RESIDENTIAL HOME SETBACK 860'-8" o
11) TL NEW MONOPOLE TO EAST PROPERTY LINE SETBACK 253'-6" ��P QP Q + o w 1m
12) % NEW MONOPOLE TO EAST BULKHEAD SETBACK 175'-9" �Q� S�P��,�'�P�
E o
° 13) (L NEW MONOPOLE TO SE PROPERY LINE SETBACK 176'-1" P` \
T 14) q NEW MONOPOLE TO SE BULKHEAD SETBACK 154'-1" ��' XS�� S55 '-e� s �m�c, m
'� n
° 15) q NEW MONOPOLE TO SOUTH EDGE OF PAVEMENT SETBACK 87'-0"
0 16) (L NEW MONOPOLE TO WEST PROPERTY LINE SETBACK 19'-5
17) NEW EQUIPMENT COMPOUND TO WEST PROPERTY LINE SETBACK 7'-1"
0 18) NEW EQUIPMENT COMPOUND TO EAST BULKHEAD SETBACK 174'-9"
19 DEPTH OF HIGH GROUND WATER BELOW GRADE 8'-0" �' m m c
m s^ EXISTING { +
MARINA
PROPOSED 14'-0" HIGH X 6'-0" -
WIDE EASTERN RED CEDARS ATNOTE:
E 6'-0" O.C., TYP. OF (9) -- +
/ RF COMPATIBLE MONOPOLE TO BE
E PROPOSED AT&T EQUIPMENT —o z �_ p M oP o "GRAY/BLUE: SHERWIN-WILLIAMS #SW006
J CABINETS MOUNTED ON NEW / 10
COPEN BLUE .
ELEVATED GALVANIZED STEEL / o� \ / s �, ryD^ s a� +/
" \ NOTE:
PLATFORM. SEE 1 /SP-2 FOR / � ¢ ° CONTRACTOR TO PROVIDE
I MORE INFORMATION �� �9 4 +/ CONTRACTOR IS TO NOTE.
r PROPOSED AT&T 70'-O" HIGH RF 1. ig (�� g++ �� ° y
01 RESTORE ANY AREA SITE SPECIFIC SIGNAGE IN
COMPATIBLE MONOPOLE AND 0 �F �5 +/ �� WHICH IS AFFECTED BY ACCORDANCE WITH AT&T
z ANTENNAS (TO BE EXTENDABLE TO j s. �/ ��.� ��11 THE INSTALLATION OF PROJECT TECHNICAL
ANY ITEMS 90'-0") � � I✓+�1�1 ° `°' 1. + EQUIPMENT WITHINRTHIS SGNAGIEATIONS FOR SITE
SCOPE OF WORK.
/ O F NOTE:
U qr OI y a' LEXISTING r /+ JZ� ��� ALL TRENCHES TO BE THE CONSTRUCTION AND PLACEMENT
1 I
w &T p�
3 SEC D0 I g6 I MARINA + 1F �� HAND EXCAVATED AND OF THE FACILITY WILL NOT
240 rOR »C„ s� O �h P I / J� BACKFILLED TO ENSURE COMMUNICAINTERFERE TIONS ANDITH THE USUAL
TRUEc4s7 OF I \,�� D �+ �� THAT EXISTING AND CUSTOMARY TRANSMISSION OR B
NORry UNDERGROUND UTILITIES
" ARE NOT DISTURBED. REC RECEPTION
F RADIO, TELCOMMUNICATIONS ISION
+ MAKE ALL PVC JOINTS
�, / j WATERTIGHT. TEST SERVICES OR WITH ELECTRICAL
\
� �� + PRIOR TO BACKFILLING. TRANSMISSION LINES.
c \ -•� / mil \t9i 9
/
° \ ° g + NOTE:
13e �.'n � DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS,
CABLING ETC. THAT ARE TO BE MOUNTED WITHIN THE
APPROVED BY PROPOSED RF COMPATIBLE MONOPOLE STRUCTURE. A
�+ PLANNING BOARDCONCRETE FOUNDATION IS TO BE DESIGNED BY A NEW YORK
m � \
/ STATE LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED
tiTOWN OF SOUTHOLD DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS.
a �'° i a s + DATE SEP
�cb, �y+ 6' EXISTING BOAT LAUNCH RAMP
TN NOTE:
R°, 348.41' � �
VL INFORMATION SHOWN HEREON IS BASED UPON A SURVEY
EXISTING VEGETATION TRAILER AND s. P. Z
+p PREPARED BY: HAWKINS WEBB JAEGER PLLC, 560 WALT WHITMAN
3 BOATS TO BE CLEARED PRIOR TO �yP EXISTING BULKHEAD a o� � 5. ROAD, MELVILLE, NY 11747, (631 ) 732-7777, (DATED OCTOBER
START OF CONSTRUCTION —
E
1 + A 14' 27, 2011 , PROJECT NO: 06-0099)
J EXISTING SHORELINE s3s44 ��R NORTH
.4p"W EXISTING BAY ENTRANCE
s �j 7 08/11/12 ISSUED FOR FILING ALF ALF NM NOTE: 0' 20 40' 80, n
A �N R�' k 0 IF THIS SHEET IS 11" X 17 REFER
N SITE PLAN BAY
J ° y 9j Q tt/19/17 ssueo FOR REVIEW ALF ALF NM TO ADJACENT GRAPHIC SCALE.
2 7 SCALE: 1'=40'-0" ��
Q 08/01/11 ISSUED FOR REVIEW C P. ALF NM
3 Qq 07/27/11 ISSUED FOR REVIEW EAM ALF NM EPED Aq� WFC PROJECT NO.
tiISIAD R"Wo 'm 05
06/11/09 ISSUED FOR FILING GHM ALF NM
-6478 AT&T MOBILITY
ORIENT BY THE SEA RESTAURANT Q3 12/1 /09 ISSUED FOR FILING GHM ALF NM �O F• �( „
U ���� >' ,1• U�-i
0 WILLIAM F. C O L L I N S, AIA AT&T # NYCENY1059 / LI- 1059 0I/30/99 ISSUED FOR FILING GHM ALF NM u, 4 * S ITE PLAN
0 A R C H I T E C T S, LLP 40200 MAIN RD AT&T MOBILITY Qp 04/01/09 ISSUED FOR FILING GHM ALF NM
sz-1TECHNOLOGY DRIVE sETAlKET,NY1I733 ORIENT POINT, N.Y. 11957 15 EAST MIDLAND AVENUE NO. DATE REVISIONS BY CHK APP•D F Joe No. SITE No. DRAWING NUMBER REV
' VOICE: 631-689-8450 FAX: 631-689-8459 PARAMUS, NJ 07652 SCALE: AS NOTED DESIGNED BY ALF DRAWN BY ALF 24897 NYCENY1059 SP- 1 7
0 DFN=STV[160,021 DWG
6 5 4 3 22 x 34 D SIZE
PSC=
PROPOSED 11VERIZON11 MESA SPAN CABINET BY GENERAL NOTES:
OTHERS MOUNTED ON PROPOSED AT&T ELEVATED
_ _ _ _ GALVANIZED STEEL PLATFORM _ _ _ _ _ _ _ 1 . EXISTING STRUCTURE, TRUE NORTH, AND MISC. INFORMATION WERE TAKEN
FROM VARIOUS SOURCES OF INFORMATION, I.E.: FIELD MEASUREMENTS
DASHED LINES REPRESENT EXISTING l �
PLAN DRAWINGS SUPPLIED BY THE OWNER, PHOTOGRAPHS, INFORMATION
v SHRUBBERY AND UNDERLYING \-) r) r� �� 28'-0" r) It r) )r) ) FROM AT&T. THIS PLAN DOES NOT REPRESENT AN ACTUAL SURVEY
/ PERFORMED BY WILLIAM F. COLLINS, AIA ARCHITECTS, LLP OR ANY OTHER
o VEGETATION TO BE REMOVED \ IF I lI ) J l / ) \ 1 I ) / 1 I ) 1 I ) 1 I ) (9) PROPOSED 14'-0" THIRD PARTY.
I / I�1 ( / 1/ ` I / I / �` ( � / �` r / �� HIGH X 6RED WIDE
o ^^ \ \ r � ) �Y \ I r/� ) ^^�\ \ �� ) \ ^' \ ( � ) \ ( � �� 2. THIS PROPOSAL IS FOR THE PLACEMENT OF TELECOMMUNICATIONS
PROPOSED AT&T TELCO CONDUIT \ J �� _j J^ \�\ � J \ � J � \ �� J � _� ^ EASTERN RED CEDARS AT EQUIPMENT ON AN ELEVATED PLATFORM AT GRADE LEVEL AND THE
ROUTED FROM PROPOSED MESA �J �_�J /\ J��� J��\ ��-��J �� �� �� 6'-0" O.C.. SEE NOTE PLACEMENT OF ANTENNAS IN A NEW RF COMPATIBLE MONOPOLE.
SPAN CABINET ALONG UNDERSIDE \ �y �y �� �� �� \ BOX BELOW
OF PROPOSED EQUIPMENT — 1 �= 1 /� /= 1 \ 1 �- 1 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION,
�� \ � \ APPROXIMATELY TWO TIMES PER MONTH, BY AT&T TECHNICIANS.
PLATFORM TO PROPOSED HANDIR \
MOUNTED TELCO PANEL J �� -d �S/E �Y JT/ E WE WE 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL.
5. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN
PROPOSED AT&T LTE GPS L1 / J 1 I / J I J 1 J 1 J 4 �� l PROPOSED AT&T ELECTRIC ACCORDANCE WITH AT&T PROJECT SPECIFICATIONS AND LOCAL CODES.
UNIT MOUNTED TO - �\ �_ ) �30" 3'-3" ( ) r ) ) ) \ /^� CONDUIT TRENCHED 6. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS
PROPOSED HANDRAIL /)� UNDERGROUND FROM AND INSPECTIONS REQUIRED FOR CONSTRUCTION.
PROPOSED AT&T ELECTRIC
x x x x x x x x x x x x x xT �� � ^ J METER AND DISCONNECT 7- SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE
EXISTING TO PROPOSED AT&T CAUSED BY THE CONSTRUCTION OPERATION.
i CONTOUR LINE, — — — ® �' ELECTRIC PANEL MOUNTED 8. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
"
TYP. x �� /- 1 ON PROPOSED AT&T
ON A DAILY BASIS.
EXISTING AMSL �+
SPA 1\� I EQUIPMENT PLATFORM. 9• CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN
E ELEVATION, TYP. I x yw CAB NE -/r , ( / �� SEE 1/SP-1 FOR MORE DIMENSIONS. CONTRACTOR SHALL NOTIFY THE ENGINEER AND BECHTEL
x �� \\\� INFORMATION TELECOMMUNICATIONS OF ANY DISCREPANCIES PRIOR TO ORDERING
(2) PROPOSED ST KED I Z8.3+ • / r J / )L 1 MATERIALS OR PROCEEDING WITH CONSTRUCTION.
I� 1 -O° II l I O. PHOTOGRAPH AND DOCUMENT EXISTING BUILDING OR SITE CONDITIONS OR
7 PURCELL CABIN
PROPOSED BB U TO BE °Q w _ V x >4 Jr) 1 c , DAMAGE WHICH MIGHT OTHERWISE BE CONSTRUED TO HAVE BEEN CAUSED
INSTALLED IN ROPOSED 3'-5" �? i I )J w BY WORK UNDER THIS CONTRACT.
PURCELL FL 16WS CABINET- � � x z I E'' w tl ������\ / J ) 11 . THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
4 x �/( I\ J�� ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS UNLESS NOTED
OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE.
° w x _ — �y�� I 12. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, C
x PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART
fO 9T I m ~ Z UMTS TS • BATTERY • •BATTERY • / '� J � �'� SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE
� �O� �x 24 U�C CABINET CABINET �� \� SATISFACTION OF OWNER.
CABINET CABIN r / � OTHER
Al x ( �� 3 WHERE EXISTING ENCOUNTEREDS N THE WORK, SHALL BETPROTECTDED AT ALLTILITIES
E r J L1 TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
U �'f' WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME
h 'y \ to Pj�S R P 11 ' 8" 4'-4!'
N I x ( ) W CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING
e SEGO 1 OF I �� - OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL
P a I I I / �
a � 0 E NOR � � _ \ '1 PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE
C 1ROE J I x ^ IF ( � / J ) BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)
` I RRH RRH RRH ���( ` 1� ��� ELECTRICAL SAFETY D) TRENCHING & EXCAVATION.
...r.i
„, F - x ��\ice7`�Y�� � 4UTILITIESTIWHICHINACTIVE
IINTEREREEWITHWATER,
THE XGAS,
UTIONELECTRIC
OF HEAND
WORK,OTHER
SHALL
* `! r , .,T / A - BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
A r.+ A «' ,
µ M
Z' r.FM , " '; ax �� \��� 0 S WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE
140,
AT INT
Lw, °` "' ' '" WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO
x x x x x x x x x x x x x x x x x J � 1� THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.
N / /� 5. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND
1 '-9' 3'-8" 6" 2'-11N, 6"\ 2'-11" 2'-6" 2'-6" 4' 2'-6" 10" 10" ter/ NOT COVERED BY THE MONOPOLE OR EQUIPMENT SHALL BE GRADED TO
m A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION.
�p \ \ I PPROVED BY 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
~ 2 2'-6"t 4'-5' P 2\8 -0" PLANNING BOARD CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING
QNTOW
� N OF SOUTHOLD CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES B
ti \ \\ \\ \ I` 8.3+ FOR EROSION AND SEDIMENT CONTROL.
35'-0" \ �— DATE P 1g 2012
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH
PROPOSED AT&T EMERGENCY GENERATOR PROPOSED 400 SQ. FT. AT&T LEASE AREA WITH AT&T PROJECT TECHNICAL SPECIFICATION FOR SITE SIGNAGE DOCUMENT
RECEPTACLE MOUNTED TO SIDE OF POWER PANEL 13'-0" HIGH CHAINLINK FENCE, 4'-0" WIDE �Z NO. 24897-01 1 -000-3PS-A002-00013.
° PROPOSED AT&T E911 GPS UNIT MOUNTED TO LOCKABLE GATE AND GREEN 'PERMAHEDGE', OR 3 5.
EQUAL PRIVACY SLATS NOTE:
PROPOSED CABLE ICE BRIDGE POST
RF COMPATIBLE MONOPOLE TO BE
PROPOSED AT&T CABLE ICE BRIDGE PROPOSED AT&T EQUIPMENT CABINETS MOUNTED "GRAY/BLUE: SHERWIN-WILLIAMS #SW006
NOTE: PROPOSED AT&T COAXIAL ANTENNA CABLES ON PROPOSED ELEVATED GALVANIZED STEEL COPEN BLUE" .
U
THE CONTRACTOR IS TO REGRADE THE ROUTED THROUGH PROPOSED CABLE ICE BRIDGE PLATFORM, TYP.
n PROPOSED AT&T EQUIPMENT COMPOUND AREA TO PROPOSED MONOPOLE PROPOSED AT&T ANTENNA CABLE NOTE:
TO A LEVEL GRADE OF 8'-0" AMSL PRIOR TO (6) PROPOSED AT&T ANTENNAS MOUNTED WITHIN SUPPORT RACK FRAMEON TES: DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS,
START OF EQUIPMENT PLATFORM CONSTRUCTION. RF COMPATIBLE CONCEALMENT MONOPOLE, TYP. (2)
(3) PROPOSED AT&T RRH'S MOUNTED ON 1 . ALL PROPOSED LANDSCAPING SHALL BE CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPROSED
ANTENNAS PER SECTOR. SEE SP-4 FOR MORE UNISTRUT SECURED TO PROPOSED AT&T PLANTED TO PROVIDE CONTIGUOUS SCREENING RF COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE
INFORMATION ANTENNA CABLE SUPPORT RACK FRAME TO THE NORTH AND WEST OF THE NEW 14• FOUNDATION IS TO BE DESIGNED BY A NEW YORK STATE
3 NOTE: PROPOSED 70'-0" HIGH AT&T RF COMPATIBLE EQUIPMENT AREA. v LICENSED PROFESSIONAL ENGINEER. SIGNED AND SEALED
EXISTING TREES, LOW LYING VEGETATION, TRAILERS AND CONCEALMENT MONOPOLE (TO BE EXTENDABLE TO 2. LANDSCAPING TO BE KEPT IN GOOD/HEALTHY DOCUMENTATION FOR THIS WORK SHALL BE FILED BY OTHERS.
BOATS IN AREA OF PROPOSED CONSTRUCTION TO BE go,—U,) LEGEND: CONDITION AND SHALL BE REPLACED SHOULD
CLEARED PRIOR TO START OF CONSTRUCTION. PROPOSED MONOPOLE FOUNDATION BY OTHERS. —A—A— ANTENNA CABLE ANY TREE(S) DIE AT ANY POINT DURING THE
SEE NOTE BOX THIS SHEET DURATION OF THE SITE BEING IN USE. 11 NORTH NOTE: o' 1' 2' 4'
A —T—T— TELCO CONDUIT IF THIS SHEET IS 11" X 17 REFER
N 1 EQUIPMENT LAYOUT PLAN —E—E— ELECTRIC CONDUIT Q Oe/11/12 ISSUED FOR FILING ALF ALF NM TO ADJACENT GRAPHIC SCALE. 1/4'"=1'—D" A
aNi SCALE: 1/2'=1'-0" —T/ET/E— TELCO & ELECTRIC CONDUIT Qfi 11/10/11 ISSUED FOR REVIEW ALF ALF NM
Q08/01/11 ISSUED FOR REVIEW C.P. ALF NM
^^IIII Q4
07/27/11 ISSUED FOR REVIEW EAM ALF NM -(Ea RCh, WFC PROJECT NO. AT&T
12/17/09 ISSUED FOR FILING GHM ALF NM �9F�, 1`�^R �ZSr� (�� 05-6478 & MOBILITY
ORIENT BY THE SEA RESTAURANT ���� 00/11/09 ISSUED FOR FILING GHM ALF NM `�
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70'-0"f G MHA'S MOUNTED WITHIN RF COMPATIBLE
T.O. PROPOSED R.F. COMPATIBLE CONCEALMENT MONOPOLE, TYP. SEE SP-4 FOR g�S
3 MONOPOLE EXTENDABLE TO 90'—O" MORE INFORMATION TR rF�, SECTOR P
67'-0"t AGL �'G Op 9x p SySS pTN
RAD. PROPOSED AT&T (3) PROPOSED AT&T UMTS ANTENNAS AND (6) PROPOSED CONCRETE MONOPOLE F S `�T N
MHA'S MOUNTED WITHIN RF COMPATIBLE FOUNDATION BY OTHERS. SEE 'FOTO c jRUE PROPOSED AT&T COAXIAL
ANTENNAS CONCEALMENT MONOPOLE, TYP. SEE SP-4 FOR NOTE BOX BELOW AND SHEET �'>y ANTENNA CABLES ROUTED
MORE INFORMATION SP-2 FOR MORE INFORMATION THROUGH PROPOSED
0
ELEVATED ICE BRIDGE FROM
PROPOSED 70'-0" HIGH AT&T RF COMPATIBLE PROPOSED 70'-0" HIGH AT&T R.F. PROPOSED AT&T EQUIPMENT
CONCEALMENT MONOPOLE (TO BE EXTENDABLE COMPATIBLE CONCEALMENT MONOPOLE TO PROPOSED AT&T R.F.
57'-0"t AGL TO 90'-0' ) TO BE EXTENDABLE TO 90'-0" COMPATIBLE MONOPOLE
N RAD. PROPOSED PROPOSED AT&T ANTENNA CABLES (6) PROPOSED AT&T ANTENNAS MOUNTED A A A —
E AT&T ANTENNAS ROUTED WITHIN PROPOSED AT&T WITHIN R.F. COMPATIBLE CONCEALMENT
MONOPOLE MONOPOLE, TYP. (2) PER SECTOR. SEE
PROPOSED 14'-0" HIGH X 6'-0" WIDE SP-4 FOR MORE INFORMATION
3 EASTERN RED CEDARS AT 6'-0" O.C., TYP. ti m = PROPOSED AT&T ELEVATED
OF (9) Q ICE BRIDGE
Q o TN
3 (1 ) PROPOSED AT&T LTE GPS UNIT MOUNTED
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E (1 ) PROPOSED AT&T E911 GPS UNIT MOUNTED 2 SCALE: NOT To SCALE /4"=r-o" NORTH
TO PROPOSED CABLE ICE BRIDGE POST
PROPOSED MESA SPAN CABINET BY OTHERS
MOUNTED ON PROPOSED AT&T GALVANIZED
STEEL ELEVATED EQUIPMENT PLATFORM BEYOND
(3) PROPOSED AT&T RRH'S MOUNTED ON
0 UNISTRUT SECURED TO PROPOSED AT&T
ANTENNA CABLE SUPPORT RACK FRAME
PROPOSED AT&T ELEVATED CABLE ICE BRIDGE STORM WATER RUN—OFF MANAGEMENT PLAN C
a
a PROPOSED AT&T ANTENNA CABLE SUPPORT 1 . ALL STORM WATER RUN—OFF GENERATED BY THE PROPOSED
T RACK DEVELOPMENT SHALL BE CONTAINED WITHIN THE PERIMETER OF THE
E I PROPOSED CONSTRUCTION.
14'-0"t AGL PROPOSED AT&T OUTDOOR EQUIPMENT CABINETS
TROPOSED SHRUBS MOUNTED ON PROPOSED ELEVATED GALVANIZED 2. THE AREA BELOW THE ELEVATED STEEL EQUIPMENT PLATFORM
E
.O. PSTEEL PLATFORM, TYP. SHALL BE EXCAVATED DOWN TO CLEAN SAND OR WELL—DRAINED
(BEYOND) ¢ SOIL. THIS AREA SHOULD BE BACKFILLED WITH LOOSE SAND AND
PROPOSED AT&T 13'-0" HIGH CHAINLINK GRAVEL THAT WILL BE GRADED TO ALLOW ALL STORM WATER
13'—O"t AGL FENCE WITH 4'—O" LOCKABLE GATE AND GREEN PASSING OVER OR THROUGH THE EQUIPMENT PLATFORM A PLACE TO
a T.O. PROPOSED FENCE AND T.O. "PERMAHEDGE" PRIVACY SLATS OR EQUAL RECHARGE BACK INTO THE GROUND.
e PROPOSED UPPER ICE BRIDGE
12'-5"t AGL 3. ALL CONSTRUCTION ON SITE SHALL BE PROTECTED BY HAY BAIL
z T.O. PROPOSED AT&T AND SILT FENCING PURSUANT TO THE MINIMUM REQUIREMENTS OF
y EQUIPMENT CABINET THE NY STATE STORM WATER DESIGN MANUAL. THESE FEATURES
9'-5"t AGL ¢ SHALL REMAIN IN PLACE UNTIL THE CONSTRUCTION SITE HAS BEEN
T.O. PROPOSED LOWER ICE PERMANENTLY STABILIZED TO PREVENT EROSION.
BRIDGE 4. ALL WORK MUST CONFORM TO FEMA FLOOD ZONE REQUIREMENTS.
5'-3"f AGL 13'-3'f AMSL APPROVED BY
T.O. PROPOSED AT&T PLANNING BOARD
3 EQUIPMENT PLATFORM
TOWN OF SOUTHOLD
4'-0"t AGL (12'-0"t AMSL) 3'-10' AGL 1 1 '-10"t AMSL DATE
5`_P 1 `i 2012
B.O. PROPOSED AT&T T T.O. ISED CONCRETE PIER B
EQUIPMENT PLATFORM (FLOOD
LEVEL)
0'-0" AGL (8'—d'± AMSL) o� 45 • NOTE:
NOTE: RF COMPATIBLE MONOPOLE PROPOSED TO
GRADE 49' I I I BE PAINTED "GRAY/BLUE: SHERWIN—WILLIAMS
I I I THE MONOPOLE SHALL BE DESIGNED
MONOPOLE ' I I I I TO ALLOW FOR FUTURE INTERNALLY #SW0068 COPEN BLUE
BASE I I I T T T T T TT T T 1 MOUNTED ANTENNAS AT A HEIGHT
PROPOSED MONOPOLE FOUNDATION BY OTHERS.---l" I NE NE NE NE NE NEI —I- NE NE NE —
I I I I I BETWEEN 40 AND 50 FEET AGL. NOTE:
SEE NOTE BOX THIS SHEET I THE CONTRACTOR IS TO REGRADE THE AT&T
I I I I EQUIPMENT COMPOUND AREA TO A LEVEL
PROPOSED AT&T GALVANIZED STEEL I I I I NOTE: „
DUNNAGE RAILING AND STAIRS, TYP. - �_ �_ FOR GENERAL NOTES SEE SHT. SP-2. GRADE OF 8'-0 AMSL PRIOR TO START OF
EQUIPMENT PLATFORM CONSTRUCTION.
PROPOSED AT&T TELCO CONDUIT ROUTED FROM - �� - - �
PROPOSED MESA SPAN CABINET ALONG UNDERSIDE LEGEND: NOTE:
OF AT&T EQUIPMENT PLATFORM TO PROPOSED ANTENNA CABLE LENGTHS —A—A— ANTENNA CABLE DRAWING DEPICTS THE INSTALLATION OF PROPOSED ANTENNAS,
AT&T HANDRAIL MOUNTED TELCO PANEL CABLING ETC. THAT ARE TO BE MOUNTED WITHIN PROPOSED RF
3 —T—T— TELCO CONDUIT
PROPOSED AT&T ELECTRICAL CONDUITS TRENCHED PROPOSED AT&T TELCO CONDUIT TRENCHED ANTENNA SECTOR A SECTOR B' SECTOR "C" COMPATIBLE MONOPOLE STRUCTURE. A CONCRETE FOUNDATION IS
"= UNDERGROUND FROM PROPOSED AT&T METER AND DISCONNECT UNDERGROUND FROM EXISTING UTILITY POLE #35 TYPE —E—E— ELECTRIC CONDUIT TO BE DESIGNED BY A NEW YORK STATE LICENSED
E SUPPORT RACK TO PROPOSED AT&T ELECTRIC PANEL MOUNTED TO PROPOSED MESA SPAN CABINET. ;SEE SP-1 PROFESSIONAL ENGINEER. SIGNED AND SEALED DOCUMENTATION
TO PROPOSED ELEVATED EQUIPMENT PLATFORM HANDRAIL FOR MORE INFORMATION, TYP. LTE 94'-0" 94'-0" 94'-0" —T/ET/E— TELCO & ELECTRIC FOR THIS WORK SHALL BE FILED BY OTHERS.
CONDUIT
= UMTS 84'-0" 84'-0" 84'-0" 0 NOTE: 0' 2' 4' a'
ui 1 PARTIAL EAST E LEVATI O N 7 08/11/12 ISSUED FOR FILING ALF ALF JNM
Q 11/15/11 ISSUED FOR REVIEW ALF ALF
IF THIS SHEET IS 11 X 17 REFER
SCALE: 1/4"=1'-0"
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VOICE: 631-689-8450 FAX: 631-689-8459 PARAM U S, NJ 0 7 6 5 2
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NOTES:
MOUNTING TO A WALL
3. ATTACH THE REAR BRACKETS TO THE HEX
I "^ THE TMA CAN BE MOUNTED TO A SUITABLE BOLTS AND INSTALL FLAT WASHER, SPLIT LOCK
FLAT SURFACE. WASHER, AND THE HEX NUT ON EACH BOLT.
TIGHTEN HEX NUTS SECURELY WHILE
1 . THE REAR BRACKETS AND HARDWARE NOT USED. MAINTAINING ALIGNMENT BETWEEN TMA BRACKET
. 2. IF PRE-INSTALLED. 3/8-16 UNC x 6 1/4" LG (M8 X AND REAR BRACKET.
nEFk 160 MM) HEX BOLTS MUST BE REMOVED PRIOR TO
- 4. ATTACH A GROUND CABLE TO THE TMA USING
. :, WALL-MOUNTING. UNDO THE TWO CAP SCREWS TO DETACH THE PRE-INSTALLED HEX BOLT AND WASHERS.
THE TMA BRACKET AND RETRACT THE BOLTS. RE-INSTALL ROUTE THE GROUND CABLE TO THE GROUND
J THE TMA BRACKETS AND TIGHTEN THE CAP SCREWSD
' SECURELY. SECURELY WITH SUITABLEON THE TOWER FASTENERCTUE D ATTACH
3. MOUNT THE TMA TO THE WALL USING FOUR
5/16" OR 8 MM BOLTS (NOT SUPPLIED) THROUGH 5. ROUTE A JUMPER CABLE FROM THE 850 MHz
THE HOLES IN THE TMA BRACKETS. ANTENNA TO THE TMA PORT MARKED "ANT 850" .
4. CONNECT RF AND GROUND CABLES, WEATHERSEAL ROUTE A SECOND JUMPER CABLE FROM THE
AND SECURE WITH STRAPS AS OUTLINED ABOVE. 1900 MHz ANTENNA TO THE TMA PORT MARKED
ANT 1900 . ROUTE A THIRD JUMPER CABLE
ANDREW TOWER MAST AMPLIFIER NOTES: FROM THE TMA PORT MARKED " BTS' TO THE
MOUNTING TO A POLE OR BEAM TOWER FEEDER. BE SURE TO PROVIDE ADEQUATE
A TMA ETD819HS12UB DETAIL ASSEMBLE THE POLE MOUNTING HARDWARE ON CURVE OR LOOP TO RELIEVE UNDUE STRAIN ON
2 SCALEIN.T.S. THE TMA AND INSTALL THE DESIRED LOCATION AS CONNECTIONS AT EITHER END.
' UMTS LTE < SHOWN IN DETAIL ABOVE.
MANUFACTURER ANDREW 6. TIGHTEN RF CONNECTIONS TO 18 FT-LBS
MODEL DBXNH-6565A-A2M L-BRACKET GPS ANTENNA 1 . INSERT THE 3 8-16 UNC x 7' LG M8 X 180 MM (25Nm) TORQUE.
MOUNT KIT / ( )
BAND DUAL HEX BOLTS WITH THE WASHERS THROUGH THE HOLES IN 7. WEATHERSEAL THE CABLE CONNECTIONS PER
THE TMA BRACKETS. BOLTS AND WASHERS MAY BE STANDARD PRACTICES IF REQUIRED BY LOCAL
FREQUENCIES, MHZ 70OMHz to 210OMHz 3/4 TO 1 1 /27 PRE-INSTALLED ON SOME VERSIONS OF THE ETB CONDITIONS. PROVIDED MATERIALS IF ANY, CAN
GALV. STEEL OR ALUM, INSTALL WEATHER SERIES TMA. BE APPLIED ACCORDING TO THE INSTRUCTIONS
POL DUAL MOUNTING PIPE PROOFING PER ON THE PACKAGE
2. ORIENT THE TMA IN THE SELECTED LOCATION WITH
RET INSTALLED ANTENNA MANUF. THE BTS PORT POINTING DOWN, OR AS REQUIRED. 8. APPLY CABLE TIES OR STRAPS NOT
CADWELD ON STEEL PIPE. INSTRUCTIONS (
L, IN 50.8 +/- CLAMP TO ALUM. W/BURNDY COAX CABLE ALIGN THE V-GRIPS OF THE TMA RACKETS WITH THE SUPPLIED) TO SECURE THE CABLES TO THE
W. IN 10.6 +/- TYPE (W/N-MALE POLE OR TOWER MEMBER. TOWER STRUCTURE. C
D. IN 5.2 +/- C-11 N (3/4" & 1" PIPE) OR CONNECTOR)
WT, LB 34.2 +/- C-22 (1 1 /4" & 1 1/2" COAX CABLE
PIPE) SUPPORT
TYP. UMTS/LTE 2 AWG GROUND WIRE LUG
ANTENNA DETAIL TO CRGB 'P' SECTION OR ELEVATION NOTES:
SCALE, NOT TO SCALE NEAREST 'P' SUPPLEMENTAL 1 . UNSCREW THE BAND CLAMPS UNTIL THE END COME
GROUND BAR (L-BRACKET MOUNT) LOOSE AND THREAD THE ENDS THROUGH THE SLOTS
GPS ANTENNA IN THE MOUNTING BRACKET AS SHOWN, BEING
INSTALL WEATHER PROOFING SET SCREWS CAREFUL NOT TO SCRATCH THE REAR FACE OF THE
PER ANTENNA MANUF. COLLAR TMA.
INSTRUCTIONS 1" (1 -5/16" O.D.) X 3'-0" 2. MOUNT THE TMA TO THE MOUNTING PIPE USING THE
MAX. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE
GALV. STEEL OR ALUM. ' OF 90Ib-in (10.2N-m).
MOUNTING PIPE . -;r
PROVIDE APPLICABLE -� -.-=••� - ,�"' ?�-,, 3. ATTACH THE JUMPER CABLES TO TMA CONNECTORS
PIPE-TO-PIPE CLAMP GROUND (CABLE CLAMP _rm - -- = y:
21 G� J1 (850/90OMHz PORT) AND 2 (1800/1900/2100
(BURNDY TYPE C-11N OR MHz PORT) AND TORQUE NUTS ON THE DIN
EQUIV.) 3 tia
CONNECTORS TO 2041b-in (23N-m). REPEAT WITH
INSULATED SPLIT-COLLAR FEEDER CABLE CONNECTION TO TMA CONNECTOR
BUSHING (GARVIN P/N J3 (COMMON PORT).
ICE BRIDGE POST GCHK100 WITH GROUND LUG
4. GROUND TMA BY ATTACHING A GROUND STRAP TO
OR SIMILAR POST. REMOVED
" � � THE M8 GROUNDING STUD ON THE SIDE OF THE 5
COAX CABLE _ ' " ' ` �x �`T� UNIT. ANDREW GROUNDING KIT, PART NUMBER
(W/N-MALE CONNECTOR) ' ka 1, .E GND-1M-KT, OR EQUIVALENT, MAY BE USED. APPLY
COAX CABLE SUPPORT
ANTI-CORROSION PASTE TO THE GROUND
'.;"`� "�__
2 AWG GROUND WIRE rt1' CONNECTION.
5. WEATHERPROOF THE TMA CONNECTIONS USING
CADWELD TO POST ONLY IF ANDREW WEATHERPROOFING KITPART NUMBER
ELEVATION PROSECT ON OR NEAREST ED, OR LUG TO RP' B 221213 OR EQUIVALENT. FOLLOW THE
INSTRUCTIONS SUPPLIED WITH THE KIT TO
NOTES:
(COLLAR MOUNT) SUPPLEMENTAL GROUND BAR WEATHERPROOF THE CONNECTORS.
-
6. STACKING UNITS:
1 . LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY TO STACK TWO UNITS, REMOVE THE FOUR EXISTING
AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25 Z OF THE M6x5Omm SOCKET HEAD CAP SCREWS THAT ATTACH
SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. THE TMA OF THE MOUNTING BRACKET AND ATTACH
2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR TOGETHER USING FOUR M6x10Omm SOCKET HEAD AP;OFSO
ED BY
SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH CAP SCREWS PROVIDED WITHEACH UNIT.
HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. MOUNT THE TMA TO THE MOUNTING PIPE USING THE PLAOARD
3. CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. BAND CLAMPS AND TIGHTEN CLAMPS TO A TORQUE TOWUTHOLD
4. LTE-GPS ANTENNA SHALL BE LOCATED 10' FROM ALL ANTENNAS. POWERWAVE UMTS OF 901b-in (10.2 N-m). Dare 2012
E911 / LTE GPS ANTENNA TSAW-07BP111 -001 TMA �9
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