HomeMy WebLinkAbout27217-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28274 Date: 03/13/02
THIS CERTIFIES that the building ANTENNA
Location of Property: 415 EILJAHS LA MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 108 Block 4 Lot 11.3
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 12, 2001 pursuant to which
Building Permit No. 27217-Z dated MARCH 29, 2001
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is CO-LOCATE WIRELESS COMMON ANTENNA ON EXISTING MONOPOLE AS APPLIED FOR.
The certificate is issued to WILLIAM J BAXTER JR & ORS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N 559687 06/01/01
PLUMBERS CERTIFICATION DATED N/A
c
u or zed gignature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 27217 Z Date MARCH 29, 2001
Permission is hereby granted to:
WILLIAM J BAXTER JR. & ANO
1030 E PUTNAM AVE
GREENWICH, CT 06830
for
CO-LOCATE WIRELESS COMMON ANTENNA ON EXISTING MONOPOLE AS
APPLIED FOR.
at premises located at 19625 MAIN RD MATTITUCK
County Tax Map No. 473889 Section 108 Block 0004 Lot No. 0�- 2
pursuant to application dated MARCH 12 , 2001 and approved by the 143
Building Inspector.
Fee $ 150 . 00
i
AuthoiIUU Signature
COPY
Rev. 2/19/98
MAR 04 2002 5: 34PM HP LASERJET 3200 P. 6
FEB 28 '02 02:55PM SOUTHOLD BUILDING 631 765 9502 P.P,
Form So.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
76 .1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application mud be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept,of water supply and sewerago-disposal(S-9•form),
3. Approval of electrical installation Brom Board of Fire Underwriters.
4. Sworn statoinctzt from plumber certifying that the solder used in system contains less than 2110 of 1%load.
S. Commercial building,industrial building,multiple residences and similar buildings and installations, a certiftcat,
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Boatd Approval of completed site plan regnlrernertts:
B.- For mag buildup(prior to April 9,195?}non-conforming uses,or buildings and"pre•exdstlae land usesi
1. Aoctint;e stacvwy of property showing all property lues,streets,building and unusual natuM or topograpbic
features.
2. A propocly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy
is denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. ,Certificate of Occupancy.-New dwelling 625.00.Additions to dwellieg$25,00,Alterations to dwelling 525.00,
Swimming pool'525.00,Accessory building$2S,00,Additions to'accessory building$2S.00,Businesses$50.00.
2. Certificate of Occupancy on Preexisting Building- S 100.00
3. Photocopy of Certificate of Occupancy-$0.25
4. Updated Certificate of Oootipaaoy- $50.00
5. Temporary Certificate of Occupancy- Residential S15,00,Commercial 813,00
Date, 2''4-
Naw Consbwdon: Building: ` ✓ (chwk one)
Location of Property: 7 S L I Sj4 N S La�,.s iI /_k..)Tc_1ioctoc
House No, Street Harnlot
Owns r or Owners of Property: C,c�<<-�- 5• d f XC�
Su&lk County Tax Map No 1000, Section X08,oy -_Block C>L1,o U L ,
Subdivision Filed Map.__ Lot:
Perudt No. '2.�Z t + Date of Permit. 3'Z�-cj Applicant: w lu-� +�►^ QANCIt—Eg- SR
Health Dept.Approval: Underwriters Approval:.
Planning Board Approval:
Roquest for: •Toworary Ceitificato, Final Certificate: (checkeue)
Foe submitted: S._ 5-0,_°� .
GNBIf 18
C J � � a�►
� �I
Ap'Pticlant Signature
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAM- 1
2075026 SURKAU OF !LSCTRiCITY
r" 40 EULTON STREET,N!W YORK, NY 10038 x 559"7
i pole an 01,2001 Appticatton No, on lite 12431601/01
THIS CERTIFIES THAT
only the elec&icat equipment as described below and introduced by the applicant ma"
on the above appllcettfon number is in the trentisrs o
SPRIIi'I`, LGIJAH`S & RWM 25{�SOC1�ld�+rD� NY Section 108B1ock 4 lot 11.3
In the following location, (3Basement LJ ls$FL L.1?„d PL OM
was examined on MAY 21,2001 and found to be in compliance with the,Vational hlectricat Code.
FIXTU ANGE COOK. 0 DFCKs
PEE AMT K W K.W AMT. K W. A
C1YEN5 WaH WAtHERS EXNA1lt7 FA
OUnETSt#CEPTACUll SWIrCNIS - , puOMfCiNT OTilEll AMT. K.W. AMT. MS H.F.
f
DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SKC1Al REC'PT. TIMECLOCKS �� UNIT NEATFRS �SyVEM3� AMT 1[vIM WA s
AM.
K.W. ou N.►. eAs H.P. AMT. »o A.W.0. AMT. AMP. AMT. AMF><. TRANS. AM! ti,•r No.OF FEET I
I t
1
NO.OF S E lr Y 1 C E
3fRVICE DISCCZNNECT Mille No a wua oNktO
o ►�,cuu Of
AUT AMP. YP[ fault. o�c.-CO""oMo
1 250
200 FUSE 1 x 1 250 1
OillR A"A AnIS'.
c�kr►t,nxY .y. _ F.L=%=CAL Tet LIC.42526
211-07 JAMAICA AVe. GENERAL MANAGVR
QU MS VILLA=, MY, 11428 11
Per
This corBflcalo must not be ailered in any momer,return to the OMICO of fM Board 8 Incofrect.Inspectors may be Ident1f4d by rhelt cmdonUals.
a
DESCRIPTION OF PROPOSED WORK
New York SMSA Limited Partnership d/b/a Verizon Wireless ("NYSMSA") seeks to co-
locate and construct a public utility communication facility at the existing communication tower
(the"Tower") at 415 Elij ah's Lane, Cutchogue, New York in order to eliminate a service
deficiency gap which NYSMSA is experiencing in its network at and around such location.
Once the public utility communication facility is constructed and activated, the service
deficiency gap will be eliminated.
The public utility communication facility will consist of, among other things, (a)
attaching certain public utility communication antennas to the Tower, the top of the proposed
antennas will be approximately 80'+/- agl, as further detailed in the site plans submitted
herewith, (b) constructing a 12' x 30' (360 square foot) (approximately) unmanned equipment
shelter, as further detailed'in the site plans submitted herewith, and(c) all such other equipment,
structures, appurtenances, cables,wires, conduits, and other items which are generally described
in the site plans submitted herewith.
4
PLANNING BOARD MEMBERS OSVFF���►C
BENNETT ORLOWSKI,JR. �� QG Town Hall, 53095 State Route 25
Chairman phZ' �� P.O. Box 1179
WILLIAM J.CREMERS e*3 Southold, New York 11971-0959
KENNETH L.EDWARDS Telephone(631) 765-1938
GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136
RICHARD CAGGIANO 'j'ifJOl �aQ�
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
February 13, 2001
Mr. Lawrence C. R6
Munley, Meade, Nielsen & Re
32 Woodbury Road
Huntington, NY 11743 OJT -G�
��� � a Pic
Re: Proposed Site Plan for Sprint Spectrum Co -
SCTM#1000-108-4-11.3
Dear Mr. R&
The following took place at a meeting of the Southold Town Planning Board on
Monday, February 12, 2001:
The final public hearing, which was held at 6:10 p.m., was closed.
The following resolution was adopted:
WHEREAS, this proposed site plan, to be known as site plan for Sprint Spectrum, is to
replace an existing 100' monopole with a new 110' monopole, replace all existing
antennas, affix 9 additional wireless telecommunication antennas and install related
equipment cabinets at the base of the pole; and
WHEREAS, William J. Baxter is the owner and Sprint Spectrum is the lease holder of
the property known and designated as Sprint Spectrum Antenna Site, Main Road,
Mattituck, SCTM#1000-108-4-11.3; and
WHEREAS, a formal application for the approval of this site plan was submitted on
September 22, 2000; and
WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental
Quality Review Act, (Article 8), Part 617, declared itself lead agency and issued a
Negative Declaration on January 8, 2001; and
Sprint Spectrum — Pape Two—2/13/01
WHEREAS, the Zoning Board of Appeals granted a variance for the monopole height
on December 7, 2000; and
WHEREAS, this site plan, dated July 12, 2000, was certified by the Building Inspector
on January 12, 2001; and
WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of
Public Hearing, has received affidavits that the applicant has complied with the
notification provisions; and
WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold
have been met; be it therefore
RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse
the final surveys, dated July 12, 2000, subject to a one year review from date of
building permit.
Enclosed please find two copies of the approved site plan; one for your records and
one to be submitted to the Building Department when you apply for your building
permit.
Please contact this office if you have any questions regarding the above.
Very truly yours,
&&TAQ ,
Bennett Orlowski, Jr.
Chairman
Encls.
cc: Building Dept.
Tax Assessors
70-1802
BUILDING DEPT.
NSPECTION
[ FOUNDATION 13T [ j ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
1 FRAMING I 1 FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: �
,DATE 1IT16 f INSPECTOR -Zlilf�
FIELD INSPECTION REPORT DATE _ COMMENTS
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_ ADDITIONAL COMMENTS:
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� BOARD OF HEALTH
, . _ FORM N0. 1 �
3 SETS OF PLANS . . . . . . . . . . . . ..
TOWN OF SOUTHOLD SURVEY
BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . .. .
TOWN HALL SEPTIC FORM . .. • .
$OUTHOLD,, N.Y. 11971
TEL: 765-1802 NOTIFY:
CALL . . . . . . . . . .
Examined..... .......
.�-�1. ...... 2(O.D
MAIL TO: .CSC .
Approved... Permit No.A 2R1., • . .
Disapproveda/c .................................. ..�
...................................... . ..........
(Building -r)
APPLICATION FOR BUILDING PERMIT
Date. . . . . . 20.
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Buildi I
3 sets of plans, accurate plot plan to scale. Fee according to schedule. ng nspector wi
b. Plot plan showing location of lot and of buildings on'premises, relationshipto adjoining
streets or areas, and giving a detailed description of layout of 3 ia ram whicisesh
of public
this application. property must be the diagram which is part of
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such
permit shall be.kept on the-premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of
Occupancy shall have been granted by the Building Inspector.
APPLICATION IS HESEBy MM to the Building Department for.the issuance of a BuildingPermit
ppursuant to the
Building Zone Ordinance of the Town of Southold
Suffolk County, New York, and other applicable Laws, Ordinances-or
Regulations, for the construction of buildings, additions or alterations, or for. removal or demolition, as herein
described. The applicant agrees to comply with.all applicable laws, ordinances, building code, housing code, and
regulations, and to admit authorized inspectors on premises and in building for necessary inspections.
NEW YORK SMA,LP41TED PARTNER$I�Ii'
d/ V
WMMESQ
By M�
Na e: 6• E? �`^
Title: f,�'7 -A*
Amato&As?ociates,PC
666 Old Country Road,S itte 901 .
Garden City,New York 11330
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
...Lessee / Licensee
...........................................................
, ••.
Naof owner of premises William J:. Baxter.and,Patricia. BaxterJ, his wife t•andR ••.•.••.••...•••.•••.
Nam
Obert A: Goeller Jr.
(as on the tax roll or latest deed) and Jane P. Goeller, his wife.
If applicant is a corporation, signature of duly authorized officer.
.............NSA...........
(Name and title- of corporate officer)
Builders License No. .........................
Plumbers License Ido. .................
Electricians License No. .....................
Ether Trade'a License No.
"""""" .
li Location of land on which
Proposed work Will be done.;Northerly,sWesteri� side ,ofElijah.'s Lane,
ide,of,Main:;Roacl ;,.
....................................415 El ,�ah s,Lane Cutchogue
House �r ..................................Hamlet
Street .. . ..........................
County Tax Map No. 1000 Section .108;00........ Block ..04:AA....... Lot 91,Q42.std.p11.003.
Subdivision ...................................... Filed
(Name) Map.No. ............... Lot ...............
2. State existing use and occupancy of premises and intended.use and
Public Utilit of Pressed,construction:
a. Existing use and occupanc-1 .. X. Communication FacilitX.. .............
b. Intended use and occupancy, ._ See,attached description,of groposed.wor);C.,
Nature of work (check whir► applicable): New Building ..........Addition
• Alteration X
Repair .......... ... Pawval ............. Demolition ............ Other Work •....•..............................
(Description)
Estimated Cost ........................... fee .1 15 0;00..................................
(to be paid on filing this application)
If dwelling, number of dwelling units ..A/. ...... Number of dwelling units on earl•► floor N(A ,.
N/A Warehouse and
If garage, rubber of cars ... ............................... Public Utility
If business, c miercial or mined occupancy, specify nature and extent of each tKpe of use. Communication Facilities'
Dimensions of existing structures, if any: Front.......Y......... Rear ............... Depth .. •......
Height ...........*............. Number of Stories .......*..
............
Dimensions of same structure smith alterations or additions: Front .....*.......... Rear .*....
Depth .......*............ Height *............ Number of Stories .....2� .....
* * *
Dimensions of entire new construction: Front ................ Rear ............... Depth .....
.
Height ......*.................. Numb . SITE
of Stories ........* ..•......... *SEE ATTACHED
Size of lot: Front .....*.............. Rear .............*...... Depth * SITE PLANS
. ..............:....:
Date of Purchase ..................... Name of Former Owner ...$@�.Q � ol}�d,��tle,Certification Page
Zone or use district in which premises are situated .......................................
Does proposed construction violate any zoning law, ordinance or regulation: ....No .................
Will lot be regraded ..N.0................ Will excess fill be removed from premises: YES ND
F�9 Southe st ar Circle
gg . Q
Names of Owner of premises ��ngte
: fi�aXper a VQ .4 Address t WI:. ..9K.111.....9A... Phone No. .............
Papa" ir.ing & 100 Hillhgp d`6 201-934-2828
Name of Architect .. .SPR$� GtLa..7.AC.•.......... Address ?t§•Ln,�eYi..---� 4 ._._.... Phone No.
Name of Contractor ................................... Address ...............................Phone No. .............
Ts this property within 300 feet of a tidal wetland? * YES .......... NO ...X......
*IF YES, SOUn D ME TMSIEES PM41T MAY BE REQI UM.
PLOT DIAGRAM
Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions
property lines. Give street ad block number or description according to deed, and show street names and indicate
er interior or corner lot.
* SEE SITE PLANS ATTACHED HERETO AND MADE A PART HEREOF.
Or. NU Yom, S4
Yom• ..N ....... ..
.. .... 9?...............................being duly sworn, deposes and says that he is the V4q6&ftt M^0k69L
r of individual signing contract) lb2 TN£gADt_stAn�
named,
L he .a ...: TgtE, I� �IRt e,Gort; Tit �.E.ss"/A �c��tt . ............................
.. ... ..... .. ....... .
(Contractor, agent, corporate officer, etc.)
kid owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
kation; that all statements contained in-this application are true to the best of his knowledge and.belief; and
the work will be performed in the manner set forth in the application filed therewith.
i to before me this NEW YORK SMSA LIMITED PARTNERSHIP
.....day of .2oP1 d/b/a VERIZON W S
.. .... .. ....................... By: John Gomez
Name: John Gomez
tary Public .. .•. .•..•..•. Title: heal Estate Manager
A%% ......................................
NotM n. S Yolk (signature of Applicant)
No. In Ouse
WNW Ap�n 24, �/
U'ry�
.,urTciE6Yk
PAPAY ENGINEERING & CONSTRUCTION, INC.
100 HILLTOP ROAD, RAMSEY. NJ 07446
201-934-2628
tvsprjn
O AAP{P�RO L® AS 9'uCiVCO
DATE: " �� B.P It
veriLqWIrP �_�Y � _V I FEE:_�--�t ■ V NOTIFY 61J If_IJI7"G F-�f. , P� ON"fpnn
p p �, : J�S t e �I�I���IHk ��1 . 11 I�r , , -,.
1 i ❑ERlH',
A.01V.: Sprint Spectrum L.P.
Crossroads Corporate Center
-�D �=6'IO'k1' :" 1 International Blvd., Ste, 800
SPRINT IMPLEMENTATION: AMY NOLLER Mahwah, New Jersey 07495
(201 ) 684-4009ar" ` phone (201 ) 512-4700
C<'P ' Fax: (201 ) 512-4713
r':,:'.51
VERIZON: JOHN GOMEZ
NAME :(917) 750- 1454 S)' TE w:s�
AT&T WIRELESS COLOCATION: ALEX DEFRANCIS
(201 ) 576-2255
VfLrr"wireless
POWER: KEYSPAN - BOB DELANEY L'L � L �' ��
����.i k dgd bn, L, - MI NEO ARI NYS 1501
OAD
(FILE: 65339040) (631 ) 548-7043 ��''u° uN ",", '-I y, (5 16) 294-1090
TELCO: CONRAD HOENIG `r1'i `l u E" ' HJT CFF '.r
(63 1 ) 687-8522 „ 1 ��
- . i^".."
PROJECT NUMBER
1239
SWITCH: (516) 827-2800 DRAWN BY
J.D.P.
SITE: WILLIAM BAXTER GHIEVIIII BY
(561 ) 225-4492 P.E.P.
No DATE ISSUE
A/E PETER PAPAY 0 03/23/00 CONST. RENEW
(201 ) 934-2828 SITE NUMBER: NY33XC688/958283 1 05/02/00 CONSTRUCTION
2 02/20/01 PLANTINGS
PROJECT CONTACTS SITE ADDRESS: ELIJAH'S LANE & ROUTE 25
SOUTHOLD, NY
/ OWNER: WILLIAM J. BAXTER, JR.
1030 E. PUTNAM AVENUE
GREENWICH, CT 06830
CO-APPLICANTS: SPRINT SPECTRUM L.P.
-
_ \ a CROSSROADS CORPORATE CENTER SHEET- REVISION
��� ' ' ti� s n a� �fl �� NUMBER DESCRIPTION DATE
t=F E _
1 INTERNATIONAL BLVD., STE. 800 APPROVALS
MAHWAH, NJ 07495 T- 1 TITLE SHEET 02 20 01
PROJECT MANAGER: DATE;
�
r1 NYSMSA LIMITED PARTNERSHIP
S- 1 SITE PLAN AND NOTES 02 20 01
o �� r , o��e �i w -_ DBA: VERIZON WIRELESS SPRINT REP; DATE:
VERIZON REP: DATE:
. r 'I, I FKA: BELL ATLANTIC MOBILE S-2 COMPOUND PLAN ELEVATION AND DETAILS 02 20 01
" Mate` c `J� _ 60 HE
PRICKS ROAD
IV SIZE NAME
e�
os � �� MINEOLA, NY 11501 S-3 DETAILS
o >s �� p , 02/20/01 MATTITUCK
u
LEGAL DESCRIPTION:
% �� S-4 DETAILS 02 20 01 SITE NUMBER
10 BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND AND PREMISES NY33XC688/958283
LOCATED IN THE STATE OF NEW YORK IN THE COUNTY OF SUFFOLK AND
�&� o'n5� ��� TOWN OF SOUTHOLD KNOWN AS LOT 11 .3 IN BLOCK 4, SECTION 108, L-1 LANDSCAPE PLAN AND NOTES 02 20 01 SITE ADDRESS:
DISTRICT 1000. ELIJAH S LANE & RT 25
k
E-1 ELECTRICAL PLANS DETAILS AND NOTES 02 20 01 SOUTHOLD, NY
COORDINATES (NAD 83): LATITUDE: 40' 59' 57.9" LONGITUDE: 72° 30' 39.2" E-2 ANTENNA CABLE CONFIGURATION AND 02 20 01 BLOCK LOT.
BILL of MATERIALS DIST. 1000, SEC. 108
ELEVATION: 30' AMSL BLOCK 4, LOT 11 .3
;,ore CURRENT ZONING: LB - LIMITED BUSINESS E-3 ELECTRICAL DETAILS
02/20/01
VICINITY MAP SCALE: 1 "=2000' PROJECT SUMMARY SHEET INDEX
i
TITLE SHEET
PETER E. PAPAY
PgP,p� SHEET NUMBER
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS
A VIOLATION OF SECTION 7209 �� No, 6g090 Sri T - 1
OF THE NEW YORK STATE �ysPO PROFEESS10'
EDUCATION LAW.
N.Y. PROFESSIONAL ENGINEER NO. 064690
\ EXISTING UTILITY GENERAL CONSTRUCTION NOTES
POLE (TYP,)
i THE PROPOSED FACILITY IS UN-MANNED AND APPROXIMATELY DACE A MONTH
FOR ROUTINE MAINTENANCE THEREFORE, POTABLEBLEWATER, GAS AND SANITARY SEWER
SERVICES BE NOT REQUIRED NOR PROPOSED. NO SOLID WASTE IS GENERATED
2. THE SITE AREA IS GENERALLY FIAT IN TOPOGRAPHY THE INCREASE IN STORM WATER
���} J2) / RUNOFF DUE TO THE INCREASE IN IMPERVIOUS AREA IS INSIGNIFICANT. EXI57ING
ANTENNA SCHEDULE (ALL CARRIERS) J' : \s� ,J DRAINAGE PATTERNS WILL NOT BE IS NOT THEREFORE, NEW DRAINAGE srRucruREs
CONNELLY & MASTON
J / •\A�9 / �/v BE NOT PROPOSED. AE-GARBING IS NOT PROPOSED. ,
CARRIER ANTENNA MODEL AND STATUS
ELEVATION AND QUANRIY OF ANTENNAS AZIMUTHS COMMEMS 535 ELIJAH'S LANE �J ,/ •`fig, / '9,5,, 3. SITE PUN INFORMATION SHOWN HEREON Is TAKEN FROM n DRAWING ENTITLED '
REFERENCE SECTORS PER SECTOR J ,F (\ "TOPOGRAPHIC SURVEY OF PROPERTY IN MANHOOD TOWN OF SOUTHOLD, NY`
MATTITUCK, NY 11952 Jr �/ `\ / V PREPARED BY CARMAN-DUNNE P.C, LYNBROOK, NY, DATED AUGUST 13, 1999,
SPRINT DB98OH9OT2EM (PROPOSED) 110' (TOPS) 3 3 340, 110, 230 GPS UNIT AT 110'
/"-� � �•\ / Op A ADDITIONAL slcas BE NOT PRorosEo
REPLACEMENT ANTENNAS SHALL BE K`J/ �Pti R 5 ADDITIONAL PUNTNGS ARE NOT PROPOSED.
AT&T WIRELESS SERVICES ALP 11011-N (EXISTING) 98' (CENTERLINE) 3 3 50, 150, 240 ALLGON 7120,16.33.00 •\ l F9
EXISTING WHIPS ON EXISTING POLE TO BE t\`ti J \ OAF 6. TWO, TWO-UMP, PHOTOCLII. u MOTION-DETECTOR CONTROLLED, TIME-UMITEO LIGHT
NEXTEL SMR-08-09011—OD (PROPOSED) 90' (TOPS) 3 4 30, 150, 270 REPLACED WITH PANEL ANTENNAS SHOWN HERE �� r
(.Jam' o; \ FIXTURES RE E NEAR
To OPERATE FROM . M TO DAWN, HE HE DETECTION OF PAPAY ENGINEERING , CONSTRUCTION, INC.
VERIZON WIRELESS ALP9011E PROPOSED 80' TOPS 3 4 102, 222, 342 GPS UNIT AT SHELTER ROOF 1P J ; „cti' ' SHELTIE M, ONE NEAR HE SPRINT EQUIPMENT. AND ONE ON THE VERIZON EouIPMENT 100 HILLTOP ROAD, FOVMBEY, NJ 07446
(PROPOSED) (TOPS) J / � 23, SHELTER. 201-934-2828
OMNIPOINT EMS RR90-17-OODP EXISTING 65' OPS 3 1 30, 150, 270 MOUNTED TIGHT TO POLE USING TRI-BRACKET J j ' 7, SPRINT AND VERIZON WILL ACCESS THE COMPOUND BY AGREEMENT, NO
( ) (T ) ASSEMBLIES AND TRI-SECTOR ASSEMBLIES ��,R�' h ES NEW RIGHTS of WAY OR EASEMENTS ARE PROPOSED
8, PIANS ARE NOT TO BE SCALED THESE ARE INTENDED TO BE A DSC
IUTL ME\ ��� / ✓ R�`�P� MAENALS�NEQUIPMENT, APPURTENANCES,
MEASURES
D. TO ES, LABOR AND TEMPORARY MS
INCLUDE FURNISHING
NISING ALL
NECESSARY
'\ �✓ % OJ� 10 EFFECT ALL INSTALLATIONS AS INDICATED ON THE CONTRACT DOCUMENTS
9 PRIOR MI THE SUBMISSION OF BID, THE ONS CONTRACTOR SHALL VISIT THE PROJECT SITE - -Sprin t
AND FAMILTHE HIMSELF WITH ALL 0, THE CONDITIONS AFFECTING THE GENERAL CONSTRUCTION
\ J� Al. •\ ?�2 AND INSTALLATION 111 O1I ALL PROPOSED MATERIALS AND EQUIPMENT AND REMOVAL/
\ PRt O y \ DEMOLITION OF EXISTING ITEMS SHOWN THE CONTRACTOR SHALL MAKE PROVISIONS 0
G �'p FOR THE COST OF SUCH CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR
T\I true \ 9 '/ N J FAMILIPRIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND
DIMENSIONS. SUBMISSION OF A BID BY THE CONTRACTOR GUARANTEES THAT ALL
WORK MAY BE ACCOMPLISHED AS DEPICTED ON THE CONTRACT DOCUMENTS Sprint Spectrum L.P.
0�' `•\ `S2 "� ID DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED, SPACING Crossroads Corporate Center
/ BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD 1 International Blvd , Ste 800
34O' bry VERIFY ALL DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT
DOCUMENTS, EXISTING CONDITIONS OR DESIGN INTENT, THE CONTRACTOR SHALL BE Mahwah, NEW Jersey 07495
/ •�9) R6 RESPONSIBLE FOR OBTAINING WRITTEN CLARIFICATION FROM THE CONSTRUCTION MANAGER Phone: (201 ) 512-4700
PRIOR TO PROCEEDING WITH THE WORK. Fax (201) 51 2-471 3
'
110• 4.6 / oPP O / 11 THE SHALL OBTAIN ALL CLARIFICATIONS RD AUTHORIZATIONS IN
WRITINGNG BEFORE DEFORE STARTING WORK ON ANY REM NOT CLEARLY DEFINED OR IDENTIFIED
BY THE CONTRACT DOCUMENTS
230' \O� / EXIST. UTILITY •\ / 12 INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS
SPRINT ORIENTATIONPOLE INSTRUCTIONS, UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES
/ b
X 322 OR REGULATIONS TAKE PRECEDENCE
13 THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS OR
�J HUNTER / { P\\a FL F\' ^0"0 '4/` / \ ITEMS NOTED AS "EXISTING' WHICH BE NDT FOUND TO BE IN THE FIELD p
true \ 55 SUNDANCE DRIVE / LIMIT OF 4\011. O� �stij� UTTIILITESROUND EARN > j \•• 14 ALL WORK PERFORMED AND MATERIAES INSTALLED SHALL BE IN STRICT ACCORDANCE WOrlZMwireless
(approx.) \ COS COD, CT 06807-1809 KID 4�+ '4 WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION.
`\ CLEARING G N / CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,
% RULES, REculAnoNs AND LAWFUL ORDERS OF AM! PUBLIC AUiFIDRItt BEARING ON 60 HERRICKS ROAD
SE
342• \ / Vo�\Q,��O E/+/ / INM ACCORDANCE WITH OF
APPLICABLLEKMU CEMUNICIPAL AND STAELECTRICALS JURSDICBi ONAL MINEOLA, NY 11501
CODES, THE NATIONAL ELECTRIC CODE, AND UTILITY COMPANY SPECIFICATIONS. (51 6) 294-1090
J EXIST. LIPA
\ / GPRp9 N� 0^ E/'/ /�Q'9 UNDERGROUND 15 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CITY, STATE AND
\ I `Sg O 'y'S' 'C�' +� SPLICE BOX OSHA SAFETY REQUIREMENTS
102' \ / '8• 1• c� 4� a`c 1` PROJECT NUMBER
S '6 �� 16. ALL 17EMS REQUIRING INSPECTION SHALL BE INSPECTED AND APPROVED PRIOR TO
A31 % / / CONCEALMENT OF SUCH ITEMS. 1 239
2 17 DURING THE COURSE OF THE WORK, THE PROPERTY OWNER(S). HIS EMPLOYEES, L�1
222• / 0�0 ,Jc�4, / / �\ ti OP g/ �� $j '96 SUPPLIERS, CLIENTS, TENANTS AND VISITORS SHALL CONTINUE 70 OCCUPY AND DRAWN BY
VERIZON ORIENTATION j ���`�� / +� \ a �ry ti^ y, j`/ /'ry a j/ 9�f-0�s COORDINATEGTHE WORK ACCORDINGLY coNrRAcroR SHALL SCHEDULE LA0
J.D,P
61. 18. THE DESIGN, SPECIFICATION, PERFORMANCE AND INSTALLATION OF RADIO EQUIPMENT CHIIII B
% O S WITHIN RITE EQUIPMENT ROOM ARE THE RESPONSIBILITY OF OTHERS THE CONTRACTOR
4Y + GJV + \CSS p/ ^ �'Op SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS P.E.P.
/ OCA x / OS c/` / ry 9J AS li MAY RELATE TO RADIO EQUIPMENT AND OTHER PORTIONS OF HE WORK
WHICH ARE PERFORMED BY OTHERS No DATE ISSUE
0 / \ Ory A W� 0,0 0 O C) / 19 SEAL ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH UL LISTED AND FIRE
NEIGHLEY / + i q p ^i GOC7• CN „Ary OQ-\,F' X'� / � CODE APPROVED MATERIALS ALL EXTERIOR PENETRATIONS SHALL BE WEATHERPROOF, 0 03/23/00 CONST. RENEW
27 CASE AVENUE / < x + r pr\E a� 1 05/02/00 CONSTRUCTION
PATCHOGUE, NY 11772 0 \ �(! a 1 S� �4 / 20 DETAILS ARE INTENDED i0 SHOW END RESULT OF DESIGN MINOR MODIFICATIONS MAY 2 02/2O/O1 PLANTINGS
/ , {f,,�+� / �o O[) ems` /n" YI BE INBE CLUDED AS PRT OFUIRED TO SUIT THEWORK,
OR CONDITIONS SUCH MODIFICATIONS SHALL
IO
21 THE CONTRACTOR SHALL MAKE ALL NECESSARY PRONSIONS TO PROTECT ALL EXISTING
'V ' 4V• ^j AREAS OF THE PROJECT SITE FROM DAMAGE MADE BY THE HANDLING OF MATERIALS,
\� EQUIPMENT, TOOLS AND NORMAL CONSTRUCTION ACTIVITY FOR THE DURATION OF THE
PL OUND S O 'o �'� \, ��j % J\�;��P,� WORK ALL EFFEUPON COMPLETIONEOF THHEESWORRL BE RESTORED i0 THEIR ORIGINAL CONDITION
22 KEEP PROJECT AREA CLEAN AND HAZARD FREE THROUGHOUT THE DURATION OF THE
O O 31 j WORK. DISPOSE OF ALL DEBRIS, RUBBISH, EQUIPMENT REMOVED AND NOT SPECIFIED
TO REMAIN ON THE PROPERTY OF THE OWNER LEAVE PREMISES IN A FIRST CLASS
D° / CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE
.9\ Ci0 Ory / REPAIR AND PLANT ALL EXISTING SURFACES THAT HAVE BEEN DAMAGED OR OTHERWISE
EFFECTED BY THE WORK SUCH THAT THEY BEHIND WITH ADJACENT SURFACES
23 HE CONTRACTOR SHALL PERFORM ALL CORING AND PARCHING B REQUIRED TO
\ O\\A PROVIDEIDE ACCESS FOR THE INSTALLATION OF VARIOUS PARTS OF THE WORK ALL
\ / (D.$OA'� � � EXISTING 1 STORY 00\\' HOLES IN MASONRY OR CONCRETE SURFACES SHALL BE CORE-DRILLED OR 54W-CUT.
Lam- ALL CUTS SHAL\ BE LOCATED AND TESUCH THAT HE STRUCTURAL INTEGRITY% BLOCK TELECOM �' OO OF THE SURFACE IS N07 COMPROMISED.
APPROVALS
BUILDING TO REMAIN; ^
p SHE DO NOT DINIATE FROM MANUFACTURERS LISTED WITHIN THE CONTRACT DOCUMENTS,
•\ + UNLESS UNAVAILABLE OBTAIN PRIOR APPROVAL FROM CONSTRUCTION MANAGER
o^ /' FOR SUCH DEVIATIONS. PROJECT MANAGER: DATE:
•\ j EXISTING 1 STORY 25 CO CONTRACTOR S SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST SPRINT REP: DATE:
CONSTRUCTION SKILLS AND ATTENTION THE CONTRACTOR SHALL BE SOLELY
AGGREGATE TELECOM RESPONSIBLE AND HAVE CONTROL OVER CONSTRUCTION MEANS METHODS,
BUILDING TO REMAIN 00 OF THE WOR SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS VERIZON REP; DATE:
OF THE WORK UNDER CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER
SPECIFIC INSTRUCTIONS CONCERNING CERTAIN MpHERS
26 DELIVER ALL MAINTENANCE AND INSTRUCTION MANUALS AND SPARE PARTS TO THE
/ S,T CONSTRUCTION MANAGER SIZE NAME
/ QOQO 27. ALL MATERIALS AND WORKMANSHIP PROVIDED UNDER THIS CONTRACT SHALL BE MATTITUCK
/ J*OD hGUARANTEED TO BE FREE
SUBSTANTIAL COMPLETION, OROMLONGERIIF OFFERED CBY EQUIPMENT MANNUFATURERS
p101-
ti OR BECOMEUIRED IVIDENTSDURINGE HEHIN THE GUARAN EENTRACT PERIOD SHALLNTS. MY BEC CORRECTED DEFICIENCIES
THE THAT SITE NUMBER;
SATISFACTION OF THE CONSTRUCTION MANAGER AT THE CONTRACTOR'S EXPENSE NY33XC688/958283
ALL EXISTING Woo OR OTHER BUILDING WARRANTIES SHALL REMAIN IN EFFECT AND
INTACT DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL COORDINATE
j �PA'� BULK REQUIREMENTS WITH SAID GUARANTORIS) SUCH THAT HOSE WARRANTIES RE MAINTAINED SITE ADDRESS: o^
/ / 28, LOCATE AND MARK-OUT ALL UNDERGROUND UTILITIES AND STRUCTURES THROUGH THE ELIJAH'S LANE & RT 25
ZONING DISTRICT: LB - LIMITED BUSINESS USE OF A UTILITY LOCATING SERJICE PRIOR TO ANY EXCAVATION WORK HAND DLG IN
PERMITTED OR S 0 LITH 0 LDe NY
AREAS OF EXISTING UTILITIES AND/OR STRUCTURES.
\531 LOT 11,3, BLOCK 4, SECT, 108, OISf, 1000 REQUIRED EXISTING PROPOSED 29 This s[r of PUNS SHALL NOT BE USED FOR CONSTRUCTION UNTIL R HAS BEEN
\' DEPICTED AS SUCH IN THE ISSUE BLOCK.
MIN. LOT AREA (SQ, FT,) 80,000 80,507 NO CHANGE BLOCK & LOT:
30. ALLWORK SHALL COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION DIST. 1000, SEC. 108
••\ / MIN. LOT WIDTH (FEET) 175 197.5 NO CHANGE
1030 EASTBPUTNAM AVENUE o BLOCK 4, LOT 11 .3
% MIN. LOT DEPTH (FEET) 250 474.2 NO CHANGE
GREENWICH, CT 06830
ODEON \ / MIN, FROM YARD (FEET) 100 76,2 NO CHANGE
315 RACHELS ROAD \
/
MATTITUCK, NY 11952 �p�\ % AIN. SIDE YARD, ONE/BOTH (FEET) 20/45 4,6/59.4 NO CHANGE VCK
�GR
'Ao•\ j MIN, REAR YARD (FEET) 75 231 NO CHANGE M
�• / )
SITE PLAN LANDSCAPE AREA (%) 35 >54 -2,16 SHEET TFIFI
/ ••\ % $-� SCALE 1"=20 LOT COVERAGE (R) 20 12,6 +,6
MAX. BUILDING HEIGHT (FEET) 35 100 110
/ GRAPHIC SCALE SITE PLAN AND NOTES
/./ 2�`�gA a 10 m NO ao PETER E, PAPAY
LEGEND { NEW
/ ,p•.4' ' \ /N4j
IN YM ) — LIGHT LINES DENOTE EXISTING CONDITIONS `b SSE qp'`k
1 such = 20 tt, t a E. p F SHEET NUMBER
tP 0� HEAVY LINES DENOTE PROPOSED CONDITIONS
OR
HILLIARD & GONZALEZ s —E— POWER WIRING ADDITIONO TO THISTERATION DOCUMENTT IS # c 1
X 248
NEW SSUUFFOLK, NY 11956 \.\ —T— TELEPHONE WIRING AA VIOLATION
O ORKCS OTE 7209 �4E. A'o, o6g69c S
•\ — — — EXISTING OVERHEAD UTILITIES OF EDUCATION LAW. NWfO PRaFEBSLOWV,
•\ —31— EXISTING CONTOUR
N.Y. PROFESSIONAL ENGINEER NO. 064690
N true NOTE: FAA OBSTRUCTION MARKING DETERMINATION IS
���
(approx.) PENDING. CONTACT SPRINT FOR FAA OBSTRUCTION
GATE 3MARKING AND FAILURE MONITORING REQUIREMENTS.
/ 806 SPRINT GPS
EXISTING TREE TO BE REMOVED S- 340' —3 UNIT 0 110' AS MET)
CHANNEL MODEL 0501
FAA STROBE AND AS MF°D fD' MICROFLECT
(TYP, FOR 3) MARKER LIGHTS &SPRINT PANEL ANTENNA WAVEGUIDE CHANNEL TO
12' X 30' VERIZON 1 FOR 9, 6 SHOWN) PIPE HEAD JUMPER
5 PROVIDE SURFACE TREATMENT 110't
EQUIPMENT SHELTER _4 WITHIN COMPOUND EXTENSION 110• COAXIAL CABLES I o PIPE HEAD MODEL 0509 AS _
S- W SNAP-IN
AND 1'-0" BEYOND pap• REPLACE (9) AT&T ANTENNAS W/ HANGERS (TYP.) o MF'D BY MICROFLECT
SPRINT ORIENTATION 98't ALLGON 7120.16.33.00 = 3'0 STD, WT. PIPE
4 UNDERGROUND UTILITIES - �' TRAPEZE 0 4'-0" O/C 10'1/2'
?"0/C )
AND UGNTING CABINET
IBIXNRE 1 419 1�° ��eXy�S� * } / � � $- (SIMILAR) 90't o0000000o
N true 6 NEXTEL PANEL ANTENNA MICROFlECT PIPE LEG
S-3 —3 / �JNO n \ (approx.) _ (TYP. FOR 12, 8 SHOWN) SUPPORT CLAMP MODEL PAPAY ENGINEERING BL CONSTRUCTION, INC.
SEE NOTE #1 8142 100 HILLTOP ROAD, RAMSEY, NJ 07446
80't 201-934-2a2a
CANOPY OVER 3 .�/x �` 6" MAPLE 347 BURNOY TYPE MICROALECT SNAP-IN
EQUIPMENT 3 VERIZON PANEL ANTENNA GAR CLAMP ADAPTER MODEL 81717
S_3 +/ A BOND TO GROUND S<OPf EXISTING
_4 (TYP. FOR 12, 8 SHOWN)
M` 6 8 ELECTRIC & 65,t RING
GRADE
� � + RELOCATED OMNIPOINT
—3 TELEPHONE AREA 102' D ANTENNA TYP FOR 3 PS
227 110' REPLACEMENT �/ 4000 PSI
— Splint
/ 0" BACK £ VERIZON ORIENTATION MONOPOLE, SEE NOTES i .• /
" ASH x WALNUT \ti0�* SPRINT EQUIPMENT 456 3 EXISTING NEXTEL EQUIPMENT �\ Ip �il � -- �B
+ EaO ON CONCRETE SHELTER (BEYOND) �\ li ' it +' j CONCRETE
* X 4 UNDERGROUND PIERS W/ CANOPY _3 -3 ° I; it /j Sprint Spectrum L.P.
S_ UTILITIES EXISTING AT&T EQUIPMENT 2 CABLE o �\ Iii°i Crossroads Corporate Center
EXISTING OMNIPOINT \* •F '9- EY'\�0\'Xe� \ SHELTER (BEYOND) S- BRIDGE (TYP,) i\ ' ,Iii Qi ° /� 1 International Blvd., Ste. 800
` Mahwah, New Jersey 07495
EQUIPMENT ON ,\ \ V
CONCRETE PAO * * ^ EXISTING 1 12' X 30' VERIZON \ 7i ° , Phone (201) 512-4700
WAREHOUSE EQUIPMENT SHELTER \ ° I' /
3 T-0" HIGH CWUN LINK FENCE \ � ( )
—4 $_ (TD MATCH EXISTING) ', j Fax 201 512-4713
EXIST UNDERGROUND \ GPS
SPRINT EQUIPMENT 456 + CABLES IN CONDUIT \^^ EXISTING OMNIPOINT
PN�SCONCRETE S_3 EQUIPMENT ON CONCRETE �\ t E -J° , • /j
p!V PAO /
7'-0" HIGH CHAIN-LINK 3 * ,� \ ^ \�\\\i\\\i\\\i.\%
ffNCE (TO MATCH PROVIDE POWER FOR �\
$- \" � FPA LIGHTING PV` G �rr
EXISTING) +\ S ,\Q�R�\'A I `\ ELECTRIC SERVICE CONDUITS TO A ELEVATION 2 CABLE BRIDGE DETAIL wireless
^ EPA SPLICE BOX 0 URUTY POLE
CABLE BRIDGE 2 p(1ttS\ESR' \`\ I SCALE: 1'=20' SCALE: NONE 60 HERRICKS ROAD
CONDUIT TO UNDERGROUND
UPOLE TELCO S-2 -� 516 294-1090
e� MINEOLA, NY 11501
(TYP.) $- •.�"%"'\ F,y\S'lSf, \SES lJ'\r a o O NOTES. ( )
11SSE SEQUENCE BELOW FOR ANTICIPATED SEQUENCE OF I.PROVIDE SNAP-IN ADAPTERS AND PIPE LEG
MONOPOLE REPLACEMENT EVENTS. SUPPORT CLAMPS AS REQUIRED TO ROUTE PROJECT NUMBER
2 SEE REPLACEMENT MONOPOLE MANUFACTURER'S DRAWINGS FOR CABLES TO SPRINT EQUIPMENT,
1 239
110' REPLACEMENT ��\ '/ APPROXIMATE LOCATION REPLACEMENT MONOPOLE FOUNDATION DRAWINGS AND DETAILS. DRAWN BY
MONOPOLE `� �"�OF UNDERGROUND SPLICE 1 X 1 STAKE ® 5' O/C
\ BOX BY BELL ATLANTIC J.D.P,
`'A' / 2 X 6 PRESSURE TREATED -0DENSE GRADED AGGREGATE, CHECKBY _
LUMBER AT FULL PERIMETER
EXISTING 100' MONOPOLE
�-y + FAC\ �J / MENT P.E.P.
MATCH EXISTING
TO BE REMOVED � �
OF NEW SURE TREAT
PROVIDE NEW CABLE ENTRY PORT ^/ EXISTING 6' HIGH CHAIN LINK MONOPOLE REPLACEMENT SEQUENCE OF EVENTS W �' �' o 0 0 0 0 6 NO DATE ISSUE
ON BOTH SIDES OF WALL MICROFLECT V \ /*/ FENCE W/ V OF BARBED WIRE 0 03/23/00 CONST. RENEW
MODEL 01118 $- �"`� 1. MEET WITH EACH CARRIER ON SITE TO DISCUSS CONSTRUCTION SCHEDULE. 1 05/02/00 CONSTRUCTION
LJ dF ZEF /
2 INSTALL NEW MONOPOLE FOUNDATION, REPLACEMENT MONOPOLE, ANTENNA MOUNTS, GROUNDING FIRM UNYIELDING FILTER FABRIC, I500X 2 02/20/01 PLANTINGS
EXISTING WHITE ACCESSORIES AND FAA LIGHTING. SUBGRADE OR APPROVED EQUAL
/ PINE (TYP.) 3 INSTALL AND GROUND NEW ANTENNAS FOR ALL CARRIERS ON REPLACEMENT MONOPOLE.
® */* EXISTING RED NEW ANTENNAS SHALL BE IDENTICAL TO THE EXISTING ANTENNAS (EXCEPT NEXTEL) MATCH EXISTING 5 SURFACE TREATMENT DETAIL
\® / CEDAR (TYP,) AZIMUTHS AND DOWNTILT ANGLES, NEXTEL ANTENNAS SHALL BE REPLACED AS SHOWN ON THE DRAWINGS. S-2 SCALE: NONE
*\/ 4. INSTALL NEW AND EXTENDED CABLE SUPPORT BRIDGES NOTES,
5. INSTALL AND GROUND NEW CABLES FOR ALL CARRIERS AND ANTENNAS, 1. PROVIDE SURFACE TREATMENT WITHIN ENTIRE FENCED
NEW CABLES SHALL BE IDENTICAL TO THE EXISTING CABLES FOR MAKE AND SIZE COMPOUND AND V-0" BEYOND, ON ALL SIDES,
COMPOUND PLAN 6 SWEEP TEST NEW CABLES.
S_2 SCALE: 1"=10' CAULK OPENINGS WITH 8195
7 COORDINATE CABLE CHANGEOVER WITH EACH CARRIER ALUMILASRC SEALANT
EZISTINc cEllaNc APPROVALS
NOTES: 8. DISMANTLE AND REMOVE EXISTING CABLES AND ANTENNAS FROM EXISTING MONOPOLE. NPMLY EOPE OPENING SEAVENG TAPE
1. SEE DRAWING L-1 FOR LANDSCAPING WORK ENTRY PORT INSTALLATION PROJECT MANAGER: DATE:
9 DISMANTLE AND REMOVE EXISTING MONOPOLE.
SPRINT REP: DATE:
GRAPHIC SCALE VERIZON REP; DATE:
10 o s ra zo +a PROVIDE WAVEGUIDE BOOT &
COORDINATE TERMINATION CUSHIONS (TYP.)
FILTER FABRIC. MIRAFI 50OX POINT OF ANTENNA PROVIDE SEALING CAPS AT UNUSED SITE NAME
(
IN FEET ) OR APPROVED EQUAL CABLES WITH AT&T OPENINGS (TYP.) MATTITUCK
1 Inch = 10 [t, MATCH EXISTING SURFACE
SURFACE 5 TREATMENT IN OTHER AREAS MICROFLECT WAVEGUIDE ENTRY PORT
TREATMENT - MODEL #81118 (TYR, BOTH SIDES) SITE NUMBER
WARNING PROVIDE FRAMED OPENING IN WALL NY33XC688/958283
/ TRACER TAPE
GATE FED 1 5 8 T.D.P. ACCESS L 12'-0" 0 GATE OoC O o 0o O O oo C FOR ENTRY PORT OR CORE-DRILL
EXISTING WALL SITE ADDRESS:
CENTER DROP ROD & 2 7/8.0.0. GATE & CORNER POSTS '� p Qo 0 0$ 0 0 Orv�oOo Oo 0 0$ 0 Oo SURFACE TREATMENT + 1
1 1L4"0 (1 5[8" O,D,) MUSHROOM SOCKET INTERMEDIATE POSTS 1,90'O.D. (TYP.) ,o �O BUa ) UB�o �gO gO �8C ROUND BAR. SEE DWG, E-3 ELIJAH S LANE 8c RT 25
TYPICSCHAL
B 40 PIPE:
rmlcAL BRACE �\ = I = I1= I 1=1 I _/\�`�O'\ SELECT GRANULAR SOUTHOLD, NY
o TOP EDGE BARBED \ —III= — - = \� _ FILL BLOCK & LOT:
3 STRANDS GALV. 4 POINT ? --
BARBED WIRE / __ _ — //�
TOP HINGE PER MFR, TYP, I'PICALLQING CABLE \/ —III— —III-III- /�\ MIN. COVER DIST. 1000, SEC, 108
2•x2"-11 GA, GAILY. WOVEN lTY 11 y/ h--11E.III �TYP. BLOCK 4, LOT 11 .3
`-' WIRE FABRIC % TENSION BANDS ® 14" 0/C \
m ) AND TENSION BAR
a POST ® 8'-0" MAX,
FABRIC TO TOUCH GROUND BURNDY TYP GAR \/ SELECT GRANULAR
BETWEEN POSTS (Q ) O� CLAMP (1YP.� �/%// // FILL
I-� SEE" OWSURFACE TREATMENT DETAIL C> ) S) BOTTOM EDGE KNUCKLED
3"0 ICE W/LL 40 PVC ELECTRIC SE SCHEDULE 40 PVC TELEPHONE SIDE FRONT 7 WAVEGUIDE ENTRY DETAIL
SERVICE W/ CABLES SERVICE W/ PULL-ROPE AND WIRE
SHEET TRIBBLE
9 ga. TENSION WIRE GROUND CONNECTION
z AT BOTTOM 3� SCALE: 1/2"=1'-0"
BOTTOM HINGE PER -R•Qp"D GON�TEEL 4 UNDERGROUND UTILITY TRENCH DETAIL 6 N2ERg R p) ANTENNA ELEVATION S-2 COMPOUND PLAN,
MEX' - AT GATE ONLY S-2 S-2
FOOTING 6 DIN - TYP.
1'-0ELEVATION AND DETAILS
coNcFooDIA. 0 CORNER & GATE POSTS
M, MANUFACTURER. ANDREW CORPORATION PETER E. PAPAY
4000 PSI CONCRETE ON TES:
I O 3 FENCE & GATE DETAIL 1. PROVIDE 1/4" POLYPROPYLENE PULL ROPE FOR ENTIRE 4 RESTORE ALL SURFACES TO ORIGINAL CONDITION. MODEL SMR-08-09011-OD 90', 11 dBd PANEL OF NEW H0
-.� TELEPHONE RUN. 1�' q4-
ti� E. r SHEET NUMBER
SCALE: NONE 5 CONDUIT SHALL BE SCHEDULE 80, W-RESISTANT y SEP AP9
S-2 HEIGHT: 44.9" A
2. COORDINATE UTILITY RUN WITH EXISTING UNDERGROUND WHERE EXPOSED TO ATMOSPHERE. ¢
- UTILITIES AND STRUCTURES, UTILIZE AN INDEPENDENT WIDTH'. 10.5"
1. ALL FENCING & RELATED ASSEMBLIES UTILITY LOCATING SERVICE. DEPTH: 50" UNAUTHORIZED ALTERATION OR
SHALL BE GALVANIZED ZINC FINISH WEIGHT: 18.0 LBS ADDITION TO THIS DOCUMENT IS e
(BARB WIRE-ASTM A121, FABRIC-ASTM 3. REMOVE & HAUL OFF-SITE ALL EXCESS SITE SOIL. A VIOLATION OF SECTION 7209 /
A392-84, FRAME WORK-ASTM F669-81, OF THE NEW YORK STATE `'§ 4,0. 06rAo��A L/
ADHERING TO TABLE II, 1-C.) EDUCATION LAW. PROF E541��
N.Y. PROFESSIONAL ENGINEER NO. 064690
SPRINT ANTENNA SCHEDULE SPRINT EQUIPMENT DIMENSIONS
W6,/L & PIER g W8,{P PIER* 6 EQUAL SPACES = 18"-9 1/2" AT E—CELL MECHANICAL QTY. ANT QTY, ANT. QTY. MASTS QTY, CABLES OTY, CABLES
7'-9^ PPC PIER SECTOR I AZIMUTH HEIGNT SLI IM ANTENNA THIS INSFALL FURIRE THIS INSTAL THIS INSTALL ,FLOR CABINET WIDTH DEPTH HEIGHT WEIGHT
(INCHES) (INCHES) (INCHES) (POUNDS)
ALPHA 1 340' 110' ABOVE GRADE 0' BOTTOM D13980H90T2E-M 2 1 3 2 1
BETA 2 110' 110' ABOVE GRADE 0' BOTTOM D09BOH90ME-M 2 1 3 2 1 POWER PROTECTION CABINET (PPC) 48 20/11 60 250
GAMMA 3 230' 110' ABOVE GRADE 0' BOTTOM DB98OH90P2E-M 2 1 3 2 1
PPC PIER GPS - - 110' ABOVE GRADE - - FURNISHED BY LUCENT POWER CABINET TYPICAL 31 30 66 1600
419 PPC CABINET WWDHOLES FOR BOLTS 1 NQ1ES: (TYPICAL)
3 ARE PROHIBITED ,� 1. ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE. BATTERY CABINET 31 30 60 2880
WB X 18 W6, /p & PIER 2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS PRIMARY RADIO CABINET 30 30 60 850
3/4" X 1/8" 0 1 3/16" O/C ANTENNA CABLE COVER ASSY (RCCA) 35 29 14 40
N n r; WE 3/8' W/ GALV. STEEL GRATING W/
T. (2) 3/4"0 A325 STANDARD SADDLE CUP GROWTH CABINET (TYPICAL) 22 30 60 750 PAPAY ENGINEERING & CONSTRUCTION INC.
o FASTENERS TS3 x 2 100 HILLTOP ROAD, RAISEY, NJ 07446
x x x x x WB 201-934-21128
U U U U U 3/16 '
n TYp• N p� * FOOTING DESIGN BASED
1/4 " " " ° ° N I+ W i CLAON SS 4 SOIL 00 MPH OR BETTER ND AND BC
H- /h3/4' W/ (4) 3/4"6 X 16" LPWR TELCO I (UBC TABLE 18-1-A)
WE X 24 +i' THREADED RODS W/ LEVELING PPC �'+
ml 1 m NUTS, GA=9" EACH WAY, 4" �Sprin t
>d x 5000 PSI H WALL MOUNTED POWER
PROJECTION PLAN PROTECTION CABINET
B NDN-SHRINK 1 LIGHi1NG FIXTURE V
L 3 3 GROUT NORTHERN TECHNOLOGIES _3 UPPORT
2' CLEAR 4'-0" PART NO. N2101-W01
- we x 24 +1" I I � � ,
_ _ GRADE ° 3' r-9° 1'-9° 3° Sprint Spectrum L.P.
p 6" 1/}, CAP//' Crossroads Cor orate Center
a, W.P. WB X 24 +1' W6, /t & PIER ° ° a 13,. TS3 x 2 x 1/4 6 WELD 1 Mahwah, New Corporate
Ste 800
L - - - °
5 3/8" PCS EQUIPMENT SUPPORT FRAME ° ° - - - -" Prr hone,(201 ) 512-47;00
4BOVEME , GRADE LAYOUT ON PIERS ° (j3 ® 10" o/c
) PROMDE REM BECKON OF ° ° I 1 1//2"0 HOLE FOR 3/2"
9/16"D X 1 1/4"L 1/4" DIAMOND PLATE AT ALL FUTURE ° ;, THRU-BOLT W/ 1 i/2"0
1 PPC B x i OVERSIZE WAS1iERS
EQUIPMEIJT LOCATIONS (TYP.) M N,r TYP. FOR 7 PLACES
MOUNTING HOLES 456 DETAIL (10) #6 VERT ( )(NOfTOP
SHOW)ES S-3 SCALE: NONE ° a ° 153 x 2 x 1/4
REV.A3 W8 d ° i
NOTES: ° 4 - - - - 3/m •
1. THIS PLAN IS ROTATED FROM THE COMPOUND PLAN, ° I 1'-0" 1'-0" L4 x 3 x 1/4 1 1 1/Yd VOMMwireless
ERECTION I I VENT
2, 19' X 7' OPEN GRATING CANOPY ABOVE. '4 ° ° `� 40 `--- ---'' AID SEAT - 11 HOLE 60 HERRICKS ROAD
MINEOLA, NY 11501
d
(516) 294-1090
°
7 5/16" 3 3/4" 3 3/4" ° ° ° f v'_6'0 4000 PSI
3/16 ° ° 4000 PSI 1 CONCRETE FOOTING
2' 2'-3 g/i6" g 3/g' p' ° -CONCRETE PROJECT NUMBER
-3 9/16 9 7/8" 1'-11 i/4° 1'-7 1/4' 1'-7 1/4" V-7 1/4" °
1 3/4" W8 L3 X 3 X 1/4 W/ ° d °a e
(2) & FS A32s - SECTION 1239
NS & FS) ° ° DRAWN BY
P.
Q ° PPC MINI MOUNTING FRAME cH.D ED BY
- - - - -- - - - - - - - - - - EORO�"
N e SECTION °
66EC 60EC 66EC PCS GROWTH GROWTH - a .
P.E.P.
POWER SCALE: NONE ° O DATE 133UE�
o BATTERY POWER CDMA CABINET CABINET -,r - S_3 419 DETAII
CABINET BACKUP CABINET E-CELL #1 12 _3 SCALE NONE
REV, j 0 03/23/00 CONST. REVEW
2'-0"0 1 05/02/00 CONSTRUCTION
W.P. ----- - ------- ----- - - ACOA ACCA CA ACOA �� 7Yp, WB
I e _ L- - - - 3/16 A PIER SECTION 2 02/20/01 PLANTINGS
2 /2 2 /2
S-3 LSCALE: NONE
' 9"
2'-2"
7'-0"
PCS MOUNTING HOLE LOCATIONS (E—CELLS W L3 X 3 X 1/4 W/
2) 3/4'0 A325 EQUAL 6'-8 3/4" EQUAL
SEVEN CABINET LAYOUT �NS & FS) (TYP.)
422 DETAIL c SECTION --
S-3 SCALE: NONE S 3 SCALE: NONE
REV. ADm SIDE FRONT APPROVALS
-
NOTE: PROJECT MANAGER: DATE:
1. THE ELEVATION AND LOCATION OF THE GPS UNIT SHALL BE IN ACCORDANCE WITH THE FINAL RF eu /2SPRINT ANTENNA ELEVATION
REPORT, GPS UNIT 1 z - -- SPRINT REP: DATE:
(SUPPLIED BY LUCENT) o S-3 (9 REQUIRED) SCALE; 1/2"=1'-0"
2, THE GPS UNIT MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4' DIAMETER, SCHEDULE 40, N MANUFACTURER DECIBEL PRODUCTS VERIZON REP: DATE:
GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE UNIT f
MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A 12 GAGE, PRE-GALVANIZED, 24" WIDE m V MODEL: D6980H90T2E-M, 15 dBd PCS PANEL
HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW 1 SAfEIY GRATING W/ 3" SIDE RAILS. °� 1/4' GUSSET BtIE NAME
AGAINST THE NEOPRENESHALL NOT BE USED. HGASKETE CUT PATTACHED TO THIPE END SHALL EEUNTBMOUNT.URRED AND SMOOTH IN ORDER TO SEAL -T - MATTTUCK
GRIP STRUT MODEL 103012. PROVIDE (TYP, FOR 4) HEIGHT: 60.0"
MONOPOLE 1 7' LONG, UNSPUCED LENGTHS OVER WIDTH: 6.0"
3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE DOUBLE CHANNEL ENTIRE PAD. (1) SECTION 12" WIDE o B" X 5" X 1/2" DEPTH. 275" SITE NUMBER:
SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE "' BASE PLATE WEIGHT: 8.5 LBS NY33XC688 958283
W/ (4) 5/8"M BOLTS o
MOUNTING BRACKET USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. JT 3 1/2'O.D. SCHED. /
CRITICAL THAT THE GPS UNIT IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL CADWELD CONNECTION w °
AND THE BASE OF THE UNIT IS WITHIN 2 DEGREES OF LEVEL (TYPICAL AT PIPES AND / 1 v ° 40 PIPE
SITE ADDRESS:
1/4" GALV. PLATE) 1 5/B'O BOLT EXTERIOR LIGHTING FIXTURE ELIJAH'S LANE RT 25
BILL OF MATERIALS l (TYP. FOR 4) W/ 60 MINUTE TIMER SOUTH'S NY
B TILT HOLES FOR ADJUSTMENT BASE PLATE 1 1/2" X 1/2' BELL REDUCER
ITEM# DESCRIPTION QUANTITY `� PLAN (TYP. FOR 4) BLOCK & LOT:
O (each) 0 0 a 5/16"0 GALVANIZED CARRIAGE BOLT 1 1/2"0 STD. WT. PIPE DIST, 1000, SEC. 108
AND '12262 DIAMOND ANCHOR MP,) 3'-0 LONG, THREADED
1 1-1/4"0 sch. 40 x 18" LG. MIN SS OR GALV. PIPE 1 4' 19'-0" AT TOP BLOCK 4, LOT 11 .3
® CHANNEL - C6 x 8.2 x 60" LG. GALV.(A-36) 1 2 3-6 SAFETY GRATING (2 1 3° x 1/4" W/
{2) 11/16"0 HOLES FOR
26 CHANNEL - C6 x 8.2 x 48" LG. GALV.(A-36) 1 3 X 6 X 5/16 —�� 5JJ8"0 BOLTS
O5/8"0 BOLT W/ DOUBLE HEX NUTS AND4 #2 AWG BCW t:•,,, /2 1 "0 U-BOLT
WASHERS, GALV, 1/2"o TS3 X 2 X 1/4 AT
® STD. U-BOLT FOR 2"0 PIPE W/ DOUBLE HEX NUTS 2 SHEET TITLE
GROUNDING KIT PPC SUPPORT POST
AND WASHER, GALV. (SEE NOTE 3) GPS CIGBE _
L3 X 3 X D) BRACE
1/26 COAX CABLE (4 REQUIRED) 1 EXTERIOR LIGHTING MAST
GROUND BAR "
MINIMUM BENDING RADIUS PER
MANUFACTURER'S STANDARD -
60" (TRIM TO LENGTH) J2 AWG BCW ,,, ., 3 1/2. O.TYp)HED, DETAILS
6 AWG GROUNDING KIT
kIYP
FIT MONOPOLE 2 I/8" ABLE (PROVIDED WITH KIT)
1 1/2„ 7/11 TO MIGB PETER E. PAPAY
NOTE: OVERSIZE U-BOLT PROVIDED
-�------------� TO ALLOW t 2' TILT/ADJUSTMENT TO $2 SOLID, TINNED, ' 0p NEW y
`° "' ---------.—_--.� - ACHIEVE TOLERANCE uu MGBER TO LOWER E. a oq4
y Q�SEa aey SHEET R
1 1/2" 11/16"0 HOLE FOR 5/8"4 BOLT WITH 7/16" x 7/8" SLOTTED HOLE GPS UNIT MOUNTING BRACKET
DOUBLE NUTS AND WASHERS (TYPJ C6 1 1/4"0 PIPEELEVATION UNAUTHORIZED ALTERATION OR
MOUNTING BRACKET ADDITION TO THIS DOCUMENT IS
806DETAIL
A VIOLATION OF SECTION 7209 � W C
S_3 SCALE NONE
3 CANOPY DETAILS OF THE NEW YORK STATE -"4s Aq 0640 Ear J
SSIG
REV 0 $'_ SCALE: 1/2'=1'-D" EDUCATION LAW, fO ALPRO ENGINE
N.Y. PROFESSIONAL ENGINEER N0. 064690
VERIZON ANTENNA SCHEDULE STEEL NOTES
A
F_ S-4 MECHANICAL
BEAM F /4' & BEAM AZIMUTH HEIGHT DOWklTILT FTTO 9NIENNNA 1 INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING
ENGINEER
EE NON-CONFORMING
10' 10" ASLPFIAR � 102' 80' ABOVE GRADE 0' BOTTOM ALP9011 MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEEF PRIOR TO REMEDIAL
BETA 2 222' BO' ABOVE GRADE 0' BOTTOM ALP9011 OR CORRECTIVE ACTION.
GAMMA 3 342' 60' ABOVE GRADE - BOTTOM FURNISHED
2 DESIGN AND CONSTRUCTION OF STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM
GPS - - AT SHELTER ROOF - - FURNISHED BY LUCENT TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN,
® ® "i NOTES: FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. '
n 1 ANTENNAS LISTED MAY VARY, DEPENDING ON SYSTEM PERFORMANCE. _
2. ANTENNA HEIGHTS SHOWN ARE TO TOPS OF ANTENNAS. 3. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36,
"STRUCTURAL STEEL", LATEST EDITION, UNLESS OTHERWISE INDICATED.
BROOM FINISH
9 GRADE BEAM
GRADE BEAM
= 9 10'-10° 4. ALL PIPES SHALL CONFORM TO ASTM A501 OR A53 GRADE B (Fy=35 ksi MIN.) A500
3 _g STEEL SHELTER
POUR DOOR PAD AFTER SHELTER RAIL GRADE B MAY BE USED IF A501 OR A53 STEEL IS NOT AVAILABLE
CONCRETE / INSTALLATION AND FASTENING PAPAY ENGINEERING & CONSTRUCTION, INC.
PAD OF SHELTER 1/4° /FT. SLOPE 5 ALL NOES SHALL CONFORM TO ASTM A500 GRADE B (Fy=46 ksi) 100 HILLTOP ROAD, -2828, NJ 07446
� (2) #4 CONT.
_ FILTER FABRIC. MIRAFI 50OX TOP & BOTTOM m'' ® 20i-934-2 e
o / 6 ALL THREADED RODS SHALL BE A36, UNLESS OTHERWISE NOTED.
rx IT'w x ' OR APPROVED EQUAL 3 i6
OUTLINE OF `� _ , <<'� 1" (TYPICAL)
SHELTER ABOVE /�\//\//\ �r�!—x rJe 7 SHOP CONNECTIONS SHALL BE WELDED BOLTED FIELD CONNECTIONS SHALL BOLTED
/ / /\ / . \ UNLESS OTHERWISE INDICATED. ALL BOLTEDED HI CONNECTIONS SHALL BE MADE WITH HIGH
/�//\//\ \//�/G�//.�////, // /G�//,✓/. // //. //.✓/,�//�//.�//.�//.�//.��\\ /��. /�//.� STRENGTH BOLTS
12" X 12" X 3/4" 2 I �j\\/\/\/\/\/\ \ \/\/ /� i/ /i; •
BEPRIN3 PLATE 3 '✓/`//`//`//`//`/G` �` /`//\\ \/� \\� �� 8. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS AND SHALL CONFORM �� rin t
(TYPICAL FOR 6) S-4 - FILTER FABRIC. MIRAFI 50OX \ \/X 3" TYP \\' a �/� o TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS INCLUDING SUITABLE
= OR APPROVED EQUAL i/ ` // 4" BED OF CRUSHED STONE �� \/� NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. BOLTS SHALL BE 5/8" DIAMETER,
\ \ /\ UNLESS OTHERWISE NOTED. NUTS SHALL BE HEAVY HEX. A LOCKING DEVICE SHALL BE
WWF 6x6-W2.902.9 �/ //� NDERWN BY COMPACTED IN �� \// INSTALLED ON ALL STEEL TO STEEL CONNECTIONS
SRU SOIL ;\i . // Sprint Spectrum L.P.
3'-g" 9. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, QUALITY OF Crossroads Corporate Center
WELDS AND FOR METHODS USED IN CORRECTIVE WELDING ALL WELDERS AND WELDING 1 International Blvd., Ste, 800
\,. \ \, \,•\,,, \.\.�\ \.� n
PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION
$4 STIRRUPS AT 1'-6" PROCEDURES". ALL WELDS SHALL BE WITH E70 ELECTRODES, UNLESS OTHERWISE NOTED Mahwah, New Jersey 07495
12" 0/C (TYPICAL) Phone (201) 512-4700
A FOUNDATION SECTION 10 UNLESS OTHERWISE NOTED, ALL STEEL, BOLTS AND U-BOLTS SHALL BE HOT-DIP Fax: (201) 512-4713
GALVANIZED AFTER FABRICATION CONFORMING ASTM ALSO.
o S_4 SCALE; 1/2°=1'-0° 11. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A COAT OF Z.R.0
COLD GALVANIZING COMPOUND AS MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS CO.,
3 VERIZON ANTENNA ELEVATION QUINCY. MASS.
3/4'0 HOOKED 12. ALL SPECIALTY AN
SHALL DE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS
J-BOLTS S-4 (12 REQUIRED) SCALE; 3/4"=1'-0" ��
o 13. MASTS OTERWISE NOTEpTINUOUS (WITHOUT SPLICE) AND SHALL BE INSTALLED PLUMB � _ wireless
O MANUFACTURER SWEDCOM CORPORATION UNLESS
60 HERRICKS ROAD
MODEL: ALP-E 9011-DIN ENHANCED LOG-PERIODIC ANTENNAMINEOLA, NY 11501
CONCRETE NOTES (5 16) 294-1090
g Al- 3" 6" 3" _ HEIGHT43"
o ® WIDTH 6.5" 1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN
DEPTH: 8'
BEARING WEIGHT (INCLUDING BRACKETS) 20 LBS. CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ppOJECT NUMBER
3/4' PLATE (ACI 318-95) AND COMMENTARY ACI 318R-95". 1 239
12'-4" _ I �- 2. CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL HAVE MINIMUM DRAWN BY
T COMPRESSIVE STRENGTH OF 4000 PSI AT 2B DAYS. SLUMP SHALL BE 4 INCHES (Li INCH).
FOUNDATION PLAN
Tt- 1/4 �' AIR ENTRAINMENT SHALL BE 8%. J.D.P.
3 CONCRETE REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS AND SHALL CONFORM
15
S-4 SCALE; 1/4°=1'-0" TO ASTM SPECIFICATION A 615 WITH A MINIMUM YIELD STRENGTH Fy=60 ksi. WELDED WIRE P.E.P.
FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A82 AND SHALL HAVE A MINIMUM 140 DATE ISSUE
NDT 3" Fy=70 ksi.
1 SEE DWG. S-2 FOR SHELTER LOCATION AND 0 03/23/00 CONST. RENEW
ORIENTATION. 4. UNLESS OTHERWISE NOTED, MINIMUM CONCRETE COVER FOR REINFORCING BARS SHALL BE 1 05/02/00 CONSTRUCTION
2 BEARING PLATE DETAIL AS FOLLOWS:
A) 3" FOR FOUNDATION BOTTOM BARS AND VERTICAL BARS 2 02/20/01 PLANTINGS
S-4 SCALE' 1°-1 -0" 5 MINIMUM LAP SPLICES SHALL BE 40 BAR DIAMETERS.
NOTES:
1. PROVIDE (6) BEARING PLATES 6. CONCRETE INSPECTIONS SHALL BE PERFORMED PER SPRINT AND VERIZON STANDARDS.
STANDARD PANELS FOUNDATION NOTES
WITH AGGREGATE
FINISH ALL AROUND
CABLE PORTEPDM FASCIA 1 FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL
4" MUFFLER FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1500 POUNDS PER SQUARE
3'� f 7 1/2" FOOT.
A.C. UNIT 2. CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO SAFEGUARD THE STRUCTURAL
r INTEGRITY OF ADJACENT STRUCTURES DURING EXCAVATION AND CONSTRUCTION OF APPROVALS
2 0 3 2' FOUNDATIONS. SIDEWALL STABILITY OF EXCAVATIONS SHALL BE MAINTAINED DURING
A,C, UNIT 00 A.C. UNfi INTEGRAL IXHAUST LOUVER EXCAVATION. ANY UNUSUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO
DISCONNECT SWITCH
3'-3" X 3'-3" THE ATTENTION OF THE ENGINEER. PROJECT MANAGER: DATE:
3. BOTTOM OF EXCAVATION SHALL BE CLEANED OF LOOSE MATERIAL AND WATER PRIOR TO SPRINT REP: DAT
FUEL FILL & VENTo PLACEMENT OF CONCRETE DEWATERING SHALL BE PERFORMED WITHOUT LOOSENING
OF THE SUBGRADE. VERIZON REP: DATE:
.,
8" X 12" 0 4. FOOTINGS AND SLABS SHALL BE PLACED ON FIRM, DRY AND NON-FROZEN SUBGRADE.
5 SEE REPLACEMENT MONOPOLE MANUFACTURER'S DRAWINGS FOR REPLACEMENT MONOPOLE SITE
^NAME
-- I ' �.(
d— FF `V FOUNDATION DRAWINGS AND DETAILS. IVIA' ITV�� \
SHELTER ANCHORING NOTES STTE NUMBER:
NY33XC688/958283
�GFI RECEPTACLE
1 THE EQUIPMENT SHELTER AND FOUNDATION INDICATED ARE BASED ON INFORMATION PROVIDED SITE ADDRESS: ,
e LEFT ELEVATION REAR ELEVATION BY WILLMAN INDUSTRIES, INC.' AVENEL, NJ (908) 636-1500. ELIJAH S LANE & RT 25
S-4
SCALE: 1/4-=V-D'ION S-t} SCALE: 1/4"=1' 0. 2 INSTALL SHELTER IN FULL INSTALLATION INSTRUCTIONS ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED SOUTHOLD, NY
EPDM FASCIA LIGHTING FIXTURE 3. REFER TO DRAWING S-2 FOR SHELTER LOCATION BLACK At LOT:
4. INSTALL BEARING PLATES FURNISHED WITH SHELTER, WELD SHELTER TO BEARING PLATES DIST. I/1000, SEC. 108
ELECTRODES SHALL BE E70XX OR E60XX, BLOCK 4, LOT 11 .3
4.-0" 2'-0" AC. UNIT SECURITY MEW HOLE (TYP.)
EXHAUST LOUVER
4'-3" X 4'-3"
SHIME117 TIRE Liz
0
° ° DETAILS
PETER E. PAPAY
of NEW yon
9'A'Q�t6R E. pgF,4 SHEET NUMBER
L
UNAUTHORIZED ALTERATION OR t
D RIGHT ELEVATION E FRONT ELEVATION ADDITION TO THIS DOCUMENT IS t
S-4 SCALE: 1/4"=1'-D" A VIOLATION OF SECTION 7209 `'�F Nu. 064
=1' 6 GW J
S-4 SCALE: 1/4" -0" OF THE NEW YORK STATE �9a EM ���
EDUCATION LAW. PRO ' xx
N.Y. PROFESSIONAL ENGINEER NO. 064690
0
EXISTING UTILITY � LANDSCAPE NOTES
ry„y POLE (TYP.) 1 ALL EXISTING VEGETATION TO REMAIN TO BE ADEQUATELY PROTECTED PRIOR 10
COMMENCEMENT E CONSTRUCTION,
PLANT LIST �
('J 2 ALL EXISTING VEGETATION M REMAIN TO BE LIMBED UP/PRUNED BACK AS NEEDED
TO REMOVE ANY DEAD, DAMAGED, DISEASED, DYING, OR HAZARDOUS LIMBS
KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT REMARKS r i /\s 3. EVERY EFFORT TO BE MADE BY THE CONTRACTOR TO PREVENVMINIMIZE COMPACTION of
FULL UNIFORM BRANCHING (.J ;/ / \F,9 l �!/ SOIL IMMEDIATELY OVER THE TREE'S ROOT SYSTEM WITHIN THE DRIP LINE
CONNELLY & MABTON c/
TO THUJA OCCIDENTALIS AMERICAN ARBORVITAE 14 B&B 535 ELIJAH'S LANE �.�i \9• / /y. a, IF ROOT DAMAGE accuRs TO N EXISTING PUNT THAT Is TO REMAIN, ine RowN '
HEIGHT TREES TO BE PLANTED GENERALLY 6' 0/D JF OF THE TREE IS TO BE REDUCED THIRD SELECTIVE PRUNING DONE IN A MANNER TO _
2"-2 1/2 FULL UNIFORM BRANCHING MATTITUCK, NY 11952 Jam / •\ / S MAINTAIN THE NATURAL CHARACTER OF THE PLANT PROPORTIONAL TO THE
QB QUERCUS BOREALIS RED OAK 3 B&B (J % \ °` AMOUNT/DEGREE/PERCENTAGE OF ROOT LOSS
CALIPER TREES TO BE PLANTED GENERALLY 17' 0/C
< 5 ALL STUMPS AND OTHER TREE PARTS, LITTER, WEEDS, EXCESS OR SCRAP BUILDING
MATERIALS, OR OTHER DEBRIS SHALL DE REMOVED FROM THE SITE AND DISPOSED OF IN
�J ; �O. • \ �� ACCORDANCE WITH NEW YORK DEPARTMENT OF ENVIRONMENTAL CONSERVATION REGULATIONS
LEGEND OA ry J iJ P NO TREE STUMPS, PORTIONS OF TREE TRUNKS OR LIMBS SHALL BE BURIED ANYWHERE
o� i IN THE DEVELOPMENT ALL DEAD OR DYING TREES, STANDING OR FALLEN, SHALL BE PAPAY ENGINEERING BA CONSTRUCTION, INC.
REMOVED FROM THE SITE 100 HILLTOP ROAD, RAMSEY. NJ 07446
LIGHT LINES DENOTE EXISTING CONDITIONS
J J� �' C2y,) 201-934-2828
HEAVY LINES DENOTE PROPOSED CONDITIONS G PRIOR ANY EXCAVATION FOR THE INSTALLATION OF PLANT MATERIAL, THE CONTRACTOR
/ SHALL DE DETERMINE THE O ACT LOCATION AND ELEVATION A ANY AND ALL E UNDERGROUND
J i
—E— POWER WIRING UTILITIES
7 R�°Jr j% h' NAYRMS�
THE CONTRACTOR SHALL INSPECT ALL PLANING AREAS BEFORE ANY TOPSOILING OR
SPO i
—T— TELEPHONE WIRINGPLANTING 15 BEGUN TO INSURE ADEQUATE DRAINAGE EXISTS IF ANY AREAS TO BE
\ rJ% Rv'`
J ' 0`I�' � LANDSCAPED SHOW EVIDENCE OF POOR DRAINAGE, THE CONTRACTOR SHALL NOTIFY
- EXISTING OVERHEAD UTILITIES
THE OWNER IMMEDIATELY FOR CORRECTIVE ACTION ANY PLANT MATERIAL THAT DIES DUE
\ �.J \ •
/ i TO POOR OR INADEQUATE DRAINAGE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPElnt
31— EXISTING CONTOUR .� coCONTRACTOR.8 TOPSOIL MOVED DURING THE COURSE OF CONSTRUCTION SHALL BE REDISTRIBUTED 50
trueAS TO PROVIDE AT LEAST FIVE (5) INCHES OF COVER TO ALL AREAS OF THE DEVELOPMENT
Vspr
FP b AND SHALL BE STABILIZED BY SEEDING, SODDING, OR PLANTING
IBJ \ hlhi� ••\ v)
(approx,) •\ ,5 N 9 TOPSOIL SHALL BE IN A NATURAL, FRIABLE TOPSOIL, REPRESENTATIVE OF PRODUCTIVE Sprint Spectrum L.P.
\•/ $ \ `'S / SOILS IN THE VICINITY IT SHALL BE OBTAINED FROM WELL-DRAINED AREAS, FREE OF Crossroads Corporate Center
/ �� •`\ 2 / SUBSOIL, FOREIGN MATTER, TOXIC SUBSTANCES AND ANY HARMFUL MATERIAL. 1 International Blvd„ Ste 800
340 / h� •\ 10. BACKFILL MATERIAL FOR BACKFULING AROUND TREE/SHRUB BALLS SFIALL BE A MIXTURE Mahwah New Jersey 07495
i )9 2z, / BY VOLUME OF THE FOLLOWING MATERIALS IN QUANTITIES SPECIFIED 1/5 PEAT MOSS, 4/5 I'll (201) 512-4700
\� 6 TOPSOIL, ADD 15 LBS OF 20-10-5 FERTILIZER PER CUBIC YARD OF BACKFILL BACKFILL
MATERIAL BY ANALYSIS SHALL HAVE AT LEAST 15% ORGANIC MATTER Fax: (201) 51 2-471 3
4.6 'SO' 0 F \
110' GP 9° •\ 11 ALL PLANT MATERIAL THAT IS r0 BE INSTALLED TO BE IN FULL COMPLIANCE WITH THE
Y, / PLANT SPECIFICATIONS TO CITED IE THE "PUNT LIST" ANY DEVIATION/SUBSTITUTION AP FROM THE
'V� \ PUNT LIST C SE REVIEWED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT PRIOR
230' °Z / �° EXIST. UTILITY `\ / i0 THE PURCHASE OF THE MATERIAL
SPRINT ORIENTATION / 6 �6T POLE J2 12. ALL LANDSCAPE MATERIALS TO BE OF NURSERY STOCK AND FREE OF INSECTS AND DISEASE
/ FL. ,y 3 Z60 IALL REES, SHRUBS,"AMERICAN STANDARDS GROUND
FOR NURSERY RS TSTOICOMPLY
ANDWITH
AS FURTHER REQUIREMENTS
PECIFIED.OF ANSI M-
N true \ 55
HUNTER
DRIVE / `jYdoF,C�PCl Gyti�D UNDERGROUND `� // \ 14. ALL TREES TO BE STRAIGHT TRUNKED AND LEADER(S) INTACT, Ve/ �//wireless
(approx.) \ COS COD, CT 06807-1809 'CO </` ti
A,A, 15- ALL LANDSCAPE BEDS, PLANTED AREAS, AND TREE SAUCERS TO CONTAIN 3" SHREDDED
' PINE BARK MULCH 60 HERRICKS ROAD
342, '\ /' F- MINEOLA, NY 11501
SAP /+/ / % 16. PUNTING BEDS RECEIVING MULCH SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE (51 5) 294-1090
\ j LIMIT OF E EXIST. LIRA PRIOR TO PLANTING AND MULCH PLACEMENT, APPLY IN ACCORDANCE WITH STANDARD TRADE
•\ i' CLEARING PR9 �. mt / pPRACTICE
102' `\ / / s9� °� / rob ' SPLICE BOX PROJECT NUMBER
s 1239
UNAWN BY
VERIZON ORIENTATION / °� /°�aS +� \�\ h tip A8, `% / /i/ o/ �lGOTO S.T.G.
�z� C C ED B
X 'y. ° ® x 00\POS
NO DATE ISSUE
0 02/12/01 APPROVAL
NEIGHLEY / x Mp (iF)S°�P�°O ,}P,� OQ.�N- o j i /
27 CASE AVENUE / \/
PATCHOGUE, NY 11772MI
1 02/20/01 PLANINGS
/ DECIDUOUS 3
, QSP�6
N^3 % PLANTING (M'.) L-1FepO`G��
° i Y
X COMPOUNDOYO��4Py
i' PLAN - + \60
�a
O 2 EVERGREEN
PLANTING (TYP) °5ti
EXISTING 1 STORY 0°
\ i BLOCK TELECOM / o LOCATETRUNKON SOF
ANCHOR
AWAY FROM
NG WIND, APPROVALS
BUILDING TO REMTREE! ° T-RAIL, IRON STAKE OR ACCEPTABLE WOODEN
SUBSTITUTE. ANCHOR FIRMLY PROJECT MANAGER; DATE:
SPRINT REP: DATE;
EXISTING 1 STORY
"/ .
,\ i/ � 1' AGGREGATE TELECOM /
o; BUILDING TO REMAIN i FASTEN TRUNK TO STAKE TREE WRAP UP TO LOWEST BRANCH, VERIZON REP: DATE:
n ti LOCATE ANCHOR STAKE 18" AWAY FROM TREE TRUNK WITH TREE RING
ON SIDE OF PREVAILING WIND, T-RAIL, IRON STAKE OR MAINTAIN FOR GUARANTEE PERIOD
ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY CROWN OF ROOT BALL SHALL BEAR SAME SITE NMIE
RELATION (OR SLIGHTLY ABOVE) TO FINISHED MATTITUCK
/ 0R' PINE BARK MULCH GRADE AS IT BORE TO PREVIOUS GRADE
OFA :
F J� 'vim RFASTEN TRUNK TO STAKE (MIN. 31 FOLD DOWN OR CUT AND REMOVE TDP SITE NUMBER:
°F�SWITH TREE RING CREATE SOIL SAUCER WITH 1/3 OF BURLAP. IF NON-BIODEGRADABLE NY33XC688/958283
ti ti Sir /% WRAP IS USED, REMOVE TOTALLY
� R, TOPSOIL (MIN, 6")
X7,
SITE ADDRESS:
:, _D =, _= ' s',;: . ELIJAH S LANE & RT 25
••\• TOPSOIL BACKFILL: SOUTHOLD, NY
4, ` / WILLIAM J BAXTER, JR. / }f
CROWN OF ROOT BALL SHALL BEAR SAME \/\ i 4/5 TOPSOIL
1030 EAST PUTNAM AVENUE RELATION (OR SLIGHTLY ABOVE) TO FINISHED %/\ ., j\ 1/5 PEAT MOSS
BLOCK W Lai:
GREENWICH, CT 06830 I GRADE AS IT BORE TO PREVIOUS GRADE �\ /moiCOMPACT SUBSOIL TO DIST. 1000, SEC. 108
�\
/ FOLD DOWN OR CUT AND REMOVE TOP \ \\/\\/\\ \ FORM PEDESTAL AND BLOCK 4, LOT 11 .3
PINE BARK MULCH 113 OF BURLAP. IF NON-BIODEGRADABLE �/\ // //\//\//\ i PREVENT SETTLING
•\ / / (MIN. 3") ( WRAP IS USED, REMOVE TOTALLY / \\i\\i\\i\\i\\i\\
j CREATE SOIL SAUCER WITH �L TWICE BALL DIAMETER
ODDON \ /' TOPSOIL (MIN, 6°)
315 RACHELS ROAD \ dl
MATTITLIGK, NY 11952 3 DECIDUOUS TREE PLANTING DETAIL
rj•\ / .//\//\//\//\//\//. ��1:''' s?1,�;i_si \//\//\//\//\//\/ SCALE: NONE
\/\/\-x /\\/.\/ /\/,\/.\/.\/.\/,\, L-1 NOTES:
TOPSOIL BACKFILLSHEET TITLE
1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL
4/5 TOPSOIL WHEN INSTALLING TREE STAKE.
1 LANDSCAPE PLAN 1/5 PEAT MOSS LANDSCAPE PLAN
COMPACT SUBSOIL TO 2. WATER THOROUGHLY SUBSEQUENT TO INSTALLATION
/ \ / L-1 SCALE: 1"=20' FORM PEDESTAL AND AND NOTES
�j\ //\\//\\//\\//\ \/ PREVENT SETTLING 3. REMOVE TREE RING AND STAKE AT END OF GUARANTEE
y GRAPHIC SCALE / /\\/� \\�\\�\\��\�\\/��\ \�' PERIOD. PETER E. PAPAY
j
y 20 10 20
TWICE BALL DIAMETER iE of NEW yo
/ `b k\• ;: y�P ,Cf,& E. P4 A� SHEET ER
Sa�S`l 1 h FEET ) ¢t. L21 EVERGREEN TREE PLANTING DEE ADIN UNAUTHORIZED ALTERATION OR
HILLIARD & GONZALEZ NOTES: ,I
i. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL ADDITION TO THIS DOCUMENT IS
P o BOX 248 \ WHEN INSTALLING TREE STAKC. A VIOLATION OF SECTION 7209 q go e`er
NEW SUFFOLK, NY ltsss \ OF THE NEW YORK STATE oprySfo%, 0646c
\ 2 WATER THOROUGHLY SUBSEQUENT TO INSTALLATION, EDUCATION LAW. PROFESSAON
N.Y. PROFESSIONAL ENGINEER N0. 064690
3 REMOVE TREE RING AND STAKE AT END OF GUARANTEE PERI00,
�� a►1
GROUNDING GENERAL NOTES ELECTRICAL GENERAL NOTES
1. ALL GROUNDING SHALL COMPLY WITH THE MOST-RECENT REQUIREMENTS OF 1 SUBMITTAL OF 010 INDICATES THAT THE CONTRACTOR 15 COGNIZANT OF ALL JOB SITE
NEC ARTICLES 250 AND BIO, SPRINT STANDARD PRACTICE #96101 AND CONDITIONS AND WORK i0 BE PERFORMED UNDER THIS CONTRACT.
VERIZON GUIDELINES 2, CONTRACTOR SHALL PERFORM ALL VERIFICATIONS, OBSERVATION TESTS, AND EXAMINATION
WORK PRIOR TO ORDERING OF ANY EQUIPMENT AND THE ACTUAL CONSTRUCTION.
2, ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL GROUNDING INSTALLATION CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS i0 THE PROJECT MANAGER
AND CONSTRUCTOR MAY VARY DUE TO SHE SPECIFIC CONDITIONS. LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES
3 2 6' BELOWEFINISH BEACH TO TOP, ELECTRIC METER GROUND EXCEPTED. OF 3 VERIFY HEIGHTS WTH PROJECT MANAGER PRIOR TO INSTALLATION
3
frMC S- / 4. FINLESS OTHERWISE NOTED, GROUNDING CONDUCTORS SHALL BE. 4 THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. '
I
(approx.) I CIRCUMSTANCES SURROUNDING TILE PROJECT`\ 5 COORDINATE ALL WORK BETWEEN TRADES AND ALL OTHER SCHEDULING AND PROVISIONARY
GATEN
A) BETWEEN EXTERIOR ITEMS & BARS
92 SOLID, TINNED, COPPER 6 CONTRACTOR CONSTRUCTION ITOOLS,ALL PROVIDE
TT TRANSPORTATION, ETC, CUP COMPLETE AND EQUIPMENT,INSRANCEL INSTALLATION
FUNCTIONALLY
b) EXTERIOR GROUND RING DRAWINGS, SYSTEMS
AS SPECIRNE HEREIN AND/ORREADY
FOR
USE
OTHERWISE REQUIRED
AS INDICATED ON
12 CONTINUOUS, TINNED, SOLID COPPER
* / \ 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WREN INSTALLED PAPAY ENGINEERING BC CONSTRUCTION, INC.
N UTILITY TRENCH \ 2 SOLID, TINNED #2 SOLID, TINNED BE WEEN ANTENNA GROUND KITS & BARS' AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR
\ \\
FENCEPOSTS
WIRE FROM C S6 STRANDED, GREEN THAN INSULATED COPPER EACH CLASS OR GROUP OF EQUIPMENT ELECTRICAL MATERIALS SHALL BE LISTED AND 100 HILLTOP ROM, FAJV , NJ 0744fi
OPPER WIRE FROM APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL 'J" 201-934-2828
OPPE*� CANOPY POSTS GROUNDING CONDUCTORS LARGER THAN 16 SHALL HAVE A MINIMUM BENDING WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF ALL
/ / \ RADIUS OF 12' GROUNDING CONDUCTORS #6 AND SMALLER SHALL HAVE A MANNG UFACTURED REO EN ACCORDANCE WITH ALL CURRENTHAVING JURISDICTION OVER THE CONSTRUCTION
STANDARDS ESTABLISHED
BOND TO HVAC 4 MA A
�� \ 503 GROUND ROD MINIMUM BENDING RADIUS OF B"
UNIT (NP.) _3 \ \ _ (TYP. FOR 13) IBY ANSI,NTENDEDU USE ANDDLOCCATIONLL MATERIALS AND EQUIPMENT SHALL BE APPROVED FOR THEIR
,A \ 5. GROUND SYSTEM SHALL RE TESTED IN ACCORDANCE W/ SPRINT STANDARD PRACTICE
i
_ _ _ _ ND LOCAL
59OHM5 OR LESS SUBMIT
AKINES, AND INDEPENDENTLL HAVE FALL OFAPCOENTLAL TEST REPORT 7O B CODESOAND OSHACOMPPAYANDHNECLREOU REMBENTSCOVERNING STATE, COV A
ELECTRIC SERVICE _ _ — - _ — _ _ — _ - - — - — - - — - - — - AT&T AND PROJECT MANAGER. •
INSPECTION 7 \ - ❑ 9, ENTIRE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (Q YEAR AFTER THE DATE OF �
SLEEVE _3 \ GROUND ROD W2 $QLD, TINNED A4/0, STRANDED, JOB ACCEPTANCE ALL WORK, MATERIAL AND EQUIPMENT FOUND TO BE FAULTY DURING L
CCOPPER WIRE FROM SPA 6 NOTIFY PROJECT SITE SOR IF THERE ARE ANY DIFHCULiIES INSTALLING GROUNDING
x E, TINNED COPPER SYSTEM DUE i0 SITE SOIL/RESISTANCE CONDITIONS THAT PERIOD SHALL T CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE
BASE CIGBE 1 EXPENSE OF TILE CONTRACTOR
46P
BOND TO FENCE 3 ACCA CIGBE ACCA CIGBE ❑2 SOLID, TINNED
/ / \ B METER I # 7. STAEARO GROVND ADDS SHALL BE 5/8'0, 10' LONG, COPPER CUD, 10 PROPERLY SEAL ALL PENETRATIONS. PROVIDE UL LISTED FIRE-STOPS WHERE PENETRATIONS mr
POST (TYP.) —3 + `\ \ _3 STAND COPPER WIRE (TYP.) B, ALL CONNECTIONS EXTERIOR TO FITS EQUIPMENT CABINETS SHALL BE CADWELDE.
ARE MADE THROUGH FIRE-RATED ASSEMBLIES OUTDOOR WALL PENETRATIONS SHALL BE
SEALED WATER-TIGHT USING SILICONE SEALANT SEAL COEUR WATER TIGFIT WHERE WIRING
�' \ ter
4 0, STRANDED, GB ALL INTERIOR CONNECTIONS SNAIL BE EITHER D ALL
OR HEXAGONAL EXITS CONDUIT. Sprint Spectrum L.P.
� COMPRESSION CRIMP, UNLESS OTHERWISE NOTED ALL MECHANICAL CONNECTIONS
y. \ // UTILIZING BOLTS SHALL BE MADE WITH TWO TOLE, LONG BARREL LUGS AND N LOCATE ALL PENETRATIONS SUCH THAT ALL REINFORCEMENT CONTAINED WITHIN THE EXISTING Crossroads Ince International
Corporate to 80
78 AhE, TINNED COPPER I BUILDING CONSTRUCTION REMAINS INTACT AND UNDISTURBED. SUBMIT LOCATING METHOD TO
6 CFL STAINLESS STEEL HARDWARE. APPLY ANTI-OXIDANT AT ALL MECHANICAL CONNECTIONS THE PROJECT MANAGER FOR APPROVAL PRIOR i0 E%ECETION, 1 InteYYlaLI°nal BIVd., Ste SOO
95
MIG B ` \\ �\ _3 CABINET I r
9, THE FOLLOWING LIST OF ITEMS SHALL BE CONNECTED TO THE NEW GROUND RING: 12. DELIVER ALL BROCHURES, COMPLETION
MANUALS, CATALOGS AND SHOP DRAWINGS TO THE Mah one (20New Jersey 2 07 0
I Phone (201) SIL-4700
ROUND RING (TYP.) , � (WHERE APPLICABLE & WITHOUT LIMITATION PROJECT MANAGER A7 JOB COMPLETION
PRIMARY ACCA \+ \ ) 13 ALL CONDUCTORS SHALL BE COPPER. MINIMUM CONDUCTOR SIZE SHALL BE ♦112 AWG, Fax. (201) 511-4713
ALL EQUIPMENT CABINETS UNLESS OTHERWISE NOTED. CONDUCTORS SHALL BE TYPE THAN, RATED IN ACCORDANCE
CIGBE ` 7 9 WAVEGUIDE I , NTH NEC HO-14(")
\ 7 GROUND 2 SOLID, TINNED SHELTERS
GROWTH AGGA + / -3 1 SUPPORT 14 ALL CIRCUIT LESSBREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING
CIGBE OP UN WIRE I EXTERIOR CABLE SUPPORT SYSTEM RATING NOT LESS THE MAXIMUM OF INTERRUPTING CURRENT UI MEICH THEY MAY BE
T
(GROUND RING) -�iI POST SUBJECTED, ANDA MINIMUM E iQ000 AIC SERVICE EQUIPMENT SHALL WITHSTAND FAULT
SHOWN ON PLAN I EQUIPMENT SUPPORT FRAME CURRENT ESTABLISHED BY THE UTILITY.
CHVN LINK 3 NEW MONOPOLE x_ PRIMARY PPC EQUIPMENT CAHOOT 6 NATIONALRELECTRICAAL CODE;INSTALLATION SHALL
N&81GROUNDED IunuTYO COAMPANYASTANDARDS
FENCE �+ GROUND RING z % POWER BATTERY POWER
CABINET CABINET CABINET CABINET I ANTENNA TRANSMISSION CABLES (3 LOCATIONS EACH) 16, PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF FILE
GABDIET 1 ANTENNA SUPPORTS OFR THEWORKEALLTCHING CEILING ROOF-RELATEDTILES WHERE PENETRATIONSATIED OR DAMAGED AND ADHESIONS SHALL ING THE BE PERFORMED
Vfe1Yf�11Wireiess
I BY AN
GABLE 2 TIP�� ROD-_""4 - -- - - — - - - — - - — - _ — - _ I
- - INT RECEPTACLES RE RECEPTACLES
SHALROOFER.
B x VA 5-N ALL HUBBELL
ROOF WARRANTIES.
SUPPORT PPO CABINET AND SUPPORT POST RMA 60 HERRICKS ROAD
BRIDGE TYP,) ( ) FRAME 17 INTERIOR RECEPTACLES SHALL B NEMA 5-202, HUBBELL N5362, BROWN BELL
INTERIOR
D BOX INTERIOR N OLA NY 1
9 WAVEGUIDE _ � _ SERVICE GROUND ELECTRODE BELL MGf5352, 'MRN wPP6 COVER AND BE l M E
ROUND _ RECEPTACLE BOXES SHALL BE 4" (51 B) 294-1000
BASE CIGBE ` _3 (SIMILAR) WAVEGUIDE ENTRY PANELS IS MINIMUM CONDUIT SIZE SHALL BE 3/4" TRADE DIAMETER, EXCEPT FOR TELEPHONE CONDUIT,
NOTE. 1 ENLARGED MICE IS SHOWN FOR CLARITY TO DEPICT THE REQUIRED EXTERIOR AIR CONDITIONING EQUIPMENT BENDS ANDCONDUIT RUN IN/ON IT RUNS
SHALL BE 2"0 AND HAVE MINIMUM 12' RADIUS
BEES AND ELBOWS. COEUR RUNS SHALL HAVE ONE 10" X 18" % IM PULL BOX AFTER
CONDUCTORS TO THE BAR
270' OF BEND WITH A EACH
75 F OF 360' OF BEND PER RUN STRAIGHT RENS SHALL HAVE PROJECT NUMBER
EXISTING CHAIN /� FENCE (4 LOCATIONS) A PULL BOX AFTER EACH 75 FEET OF STRAIGHT RUN CONDUIT RUN UNDERGROUND MI SH FROM
LINK FENCE ! ( I 2, LOCATION OF THE MIGB'S TO BE DETERMINED IN FIELD AND MAY BE SITE BOUNDARY POLES,NTHMINIMUMTo TELCO SIGOOT RADIUS WE DIRECT TO PPc MINI BEADS BE
LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE AND Exlsnec MONOPOLE GROUND sysEM PULL ROPES SHALLPBE INSTALLED EN ALL TELCO CCONDu1TEEPs AND EDeows AT BENDS '� 239
BOND TO EXISTING ' PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATION ALL OTHER METALLIC ITEMS NOT ELECTRICALCr GROUNDED WA DEDICATED IB CONDUIT DRAWN BY
GROUND CONDUCTOR IN FEEDER OR BRANCH CIRCUIT J.D.P.
GROUND RING (TYR �\ a. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED NTH ZINC
GROUNDING — STANDARD DETAIL 10.METALLIC CONDUIT SURROUNDING GROUNDING CONDUCTORS SHALL BE GROUNDED INTERIOR AND SHALL BE USED WHEN INSTALLED N OR UNDER CONCRE E SLABS,
EXISTING MONOPOLE IN ACCORDANCE WITH NEC ARTICLE 820-40(0)5. PROVIDE GROUND JUMPER FROM IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR HE BY
GROUND RING VA F EXTERIOR EQUIPMENT CONFIGURATION BIUISHHINOSBUSHING r0 NEAREST OAR USING ,12 WIRE AND OZ-GEDNEY TYPE HELD EXPOSEDLEOI1�2 LAPPED WRAPPOED NTH1D UNTSS WRDUIT AP PROCESS NO, 3EARTH
( ) \ p ALL FITTINGS SHALL BE THREADED THREADLESS CONNECTIONS ARE PROHIBITED, P.E.P.
7H DETAIL b ELECTRICAL METALLIC TUBING SHALL HAVE U L. LABEL, FITTINGS SHALL HE NO DATE IssUE
GROUNDING PLAN REV,& GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS
SCALE; NONE AT FINAL
CO FLEXIBLE METAL COEDIT SHALL BE U L LISTED AND SHALL BE USED
0 03/23/00 CONST. REVIEW
E-� AT FINAL CONNECTIONS TO MECHANICAL EQUIPMENT & RECTIFIERS AND WHERE 1 05/02/00 CONSTRUCTION
E_
SCALE; 1°=10' A FULL-SI BY CODE ALL CONDUCTOR,IN EXCESS OF SIX FEET IN LENGTH SHALL CONTAIN 2 02/20/01 PU NRNGS
I A FULL-SIZE GROUND CONOUCTOP.
NOTES: d CONDUIT RUNS SHALL BE SURFACE MOUNTED ON CEILINGS OR WALLS UNLESS NOTED
I. ROUTE ANTENNA GROUND CONDUCTORS WITH ANTENNA CABLES. 5 TEST EXISTING GROUNDING SYSTEM BY "FALL OF POTENTIAL OTHERWISE.O ALL cSrvVERIUIT SHALL Rury PARALLEL OR EXPOSEPERPEND ULAR
IT WALLS, FDaOR,
METHOD" TO VERIFY EXISTING CONDITIONS CEILING, OR BEAMS. VERIFY EXACT ROUTING OF ALL E%POSED CONDUIT wtiH THE
PROJECT MANAGER PRIOR i0 INSTALLING
2 REFER TO GROUNDING SCHEMATICS AND DETAILS FOR ADDITIONAL
GROUNDING INFORMATION 6. EXTEND/RE—ROUTE EXISTING GROUNDING RING IN ALL AREAS e. INS CONDUIT MAY VI PROVIDED ONLY WHERE SEWN, ORI LIN
WHERE SPRINT CONSTRUCTION WILL INTERFERE. INSTALLATIONS PROVIDE OU RESISTANT COEDIT WHERE EXPOSED TO THE
ATMOSPHERE PROVIDE GROUND CONDUCTOR IN ALL PVC RUNS. EXCEPT WHERE
PERMITTED BY CODE TO OMIT
3. GROUND ALL ANTENNA CABLES AT BASE CIGBE PRIOR TO PORT ENTRY,
7. RETEST GROUNDING SYSTEM BY "FALL OF POTENTIAL METHOD" 20 ALL LS ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC
4, UTILIZE CALL BEFORE YOU DIG (1-800-245-2828) AND AN TO 5 OHMS OR LESS, AND CONFIRM TO AT&T WIRELESS. LABELS BTO FOLLOW SHALL BE BLACK WITH WHITE LETTERS! EXCEPT as REQUIRED
INDEPENDENT UTILITY LOCATING SERVICE SEE ELECTRICAL PROVIDE TWO LAMP, MOTION BY N C To FOLLOW a DIFFERENT SCHEME.
GENERAL NOTE #25 8 BASED ON RESISTANCE TEST PERFORMED ON 06/21/00 BY DETECTING LIGHT FIXTURE W/ (2) 1 EXIST. UTILITY 21 UPON COMPLETION OF WORK, CONDUCT OVALCONTSUB SHORT DEPORT, AND FALL of
SCOTT TESTING, THE RESISTANCE OF THE EXISTING GROUND 15OW PAR LAMPS. INTELECTRON POTENTIAL GROUNDING R SISTA FOR APPROVAL GEED EST REPORTS To PROJECT MANAGER
PALE 15 EXCEEDED,
SYSTEM RESISTANCE SHALL ANOTGE EXCEED R OHMS IF THE RESISTANCE VALUE
SYSTEM IS 488 OHMS MODEL #BC8200R WITH 60 MINUTE S-3 Is EXCEEDED, NOTIFY THE PROJECT MANAGER FOR FURTHER wsTRucnaN ON MErngos FOR
TIMER. MOUNT TO PPC POST REDUCING THE RESISTANCE VALUE
6 CFL 22 CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORT( INA COMPLETE APPROVALS
2 ANTENNA GABLE AND UNDAMAGED CONDITION LEGALLY DISPOSE OF ALL REMOVED, UNUSED AND EXCESS
ANTENNA 2 12 & 1 120 TO 15A EXISTING AT&T _3 CABINET MATERIAL GENERATED BY THE WORK OF THIS CONTRACT DELIVER ITEMS INDICATED ON
MASTS _ GROUND KITS I POLE C/E IN PPC EQUIPMENT SHELTER THE DRAWINGS TO THE OWNER IN GOOD CONDITION, OBTAIN SIGNED RECEIPT UPON DELIVERY, PROJECT MANAGER:— DATE:
#2 SOLID, TINNED #6 STRANDED. INSULATED COPPER ISOLATE NEUTRAL 23 COORDINATE ESI E THE COMPANY FOR CONPOWER
AND A OF HOOKUP
COSTS
AND PERMANENT
POWER 70 THE SITE THE TEMPORARY POWER AE ALL HOOKUP COSTS SHALL BE PAD BY SPRINT REP: DATE:
PPC CABINET. REMOVE NEUTRAL FROM GROUND THE CONTRACTOR
COPPER WIRE (TYP. WIRE (TYP. FOR ANTENNA CABLE TO GROUND BONDING JUMPER IN
UNLESS OTHERWISE ANTENNA CIGBE GROUND KITS) B METER TO ALL OTHER AREAS & CIRCUITS NOT SCHEDULED FOR REMOVAL VERIZON REP: DATE:
O O o CABINET BRFJJ(ER PANEL DISCONNECT PROVIDED 24 VERIFY ALL EXISTING CIRCUITRY PRIOR i0 REMOVAL AND NEW WORK MAINTAIN POWER
NOTED) ° 0 0 0 0 ° -3 STRAND
(1) #4/0 STRANDED, 526 TERMINATE SERVICES IN PPC BY SHELTER MFR, 25. LOCATE AND MARK-aur ALL urvoERc2aurvD UTILITIES AND sTRuciuREs THROUGH THE
BARE, TINNED COPPER - (INSIDE SHELTER) USE OF AN INDEPENDENT UTILITY LOOMING SERVICE PRIOR TO EXCAVATION. HAND OIG N AREAS
CABINET. MAKE ANAL CONNECTIONS VERIZON EQUIPMENT WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE LOCATED. SITE NAME
TO EQUIPMENT AFTER INSTALLATIONMATfITUCK
SHELTER
NEW
MONOPOLE 806 GPS i BE NUMBER:
GROUND PER NEC
_3 ANTENNA �I"o` (POWER I POWER ART. �25D (TYT,) NY33XC688 958283
BOND TO MONOPOLE CABINET ICABINET I CABINET
W/ 2-HOLE LUG & GPS CIGBE i i� i 0 0 EXISTING LIRA BURIED
S.S, HARDWARE OW 2 ANTENNA CABLE 2 ANTENNA CABLE , II M SPLICE BOX SBE ADOREBB:
° a o o ° o _ GROUND Krr$ _ GROUND KITS -T L J J 1 ELIJAH S LANE & RT 25
1/4° X 4° X 24" TINNED, IN 3IDPVC3CONDUITM SOUTHOLD, NY
COPPER GROUND BAR, E
NEWTON FIG. 3056 (TYP.) � 2 ANTENNA CABLE PRIMARY Acca COBE GROWTH ACCA LYGBE
GROUND KITS 0 ° ° ° ° 0 0 ° 0 0 0 ° w w ~ I- L- BLOC( & LOT:
0 0 0 0 0 o EXTEND TELCO TO PRIMARY --- --- — — T ---T— --- 11w DIST. 1000, SEC. 108
CIGBE BASE 526 RADIO
CONDUIT, SEE NOTE T T T T T T t BLOCK 4, LOT 11 .3
BASE CIGBE
0 0 0 0 ° ° O PROVIDE �3) #2 & (1) #8G E E E E E E E EXISTING 4" PVC TELCO
(1) #4/0 STRANDED, #2 SOLID, TINNED #2 SOLID, TINNED 78 MIGB'� AT IN 1 1/4 RGS CONDUIT PROVIDE (2) #12 & (1) J120 CDT. W/ NEW FIBER LINE
BARE, TINNED COPPER COPPER GROUND RING COPPER GROUND RING 0 0 0 0 ° E-1 PLATIFORM PROVIDE 4" PVC TELCO IN 1" PVC CONDUIT FOR CFL POWER. FROM UTILITY POLE TO CFL
(AT MONOPOLE) (AT EQUIPMENT) CONDUIT W/ PULL—ROPE PROVIDE 20A, 1 POLE DEDICATED C/B CABINET BY BELL ATLANTIC
#2 SOLID, TINNED 526 CABLE BRIDGE
#4/0 STRANDED, BARE AND WIRE, SEE NOTE #2 PROVIDE 4� PVC TELCO CONNECTION NEW
B EXISTING TELCO
COPPER E SUPPORT POSTS TINNED, COPPER WIRE CONDUIT W/ PULL—ROPE CDT. & NEW BURIED PULL BOX
MONOPOLE BASE BY BELL ATLANTIC
PROVIDE (3) #3/0 & (1) 14G PROVIDE (1) 4" PVC TELCO
PR
POOST SUPPORT IN 2 1/2 PVC CONDUIT CONDIUB W/ PULL—ROPE
#2 SOLID, TINNED 2 ELECTRIC TELEPHONE SERVICE SCHEMATIC ELECTRICAL PLANS,
#2 SOLID, TINNED COPPER SCARF: NONE DETAILS AND NOTES
COPPER TO EXISTING _ ELECTRIC SERVICE = IN UTILITY TRENCH E-t PETER E. PAPAY
GROUND RING FENCE GROUND ELECTRODE - '
POSTS N1 UTILITIES SHOWN ARE PRELIMINARY AND SUBJECT TO UTILITY COMPANY APPROVAL. of NEW r0
SE R�
z SPRINT GROUNDING SCHEMATIC 2. PROVIDE (1) 4" TELEPHONE CONDUIT WITH (1) 1/4" POLYPROPYLENE PULL—ROPES AND 41'Q�g6R E.
XM,1 SHEET NUMBER
(2) T1 SERVICE CABLES AND (1) POTS CABLE FROM CFL CABINET TO PPC CABINET
SCALE NONE PROVIDE (2) T1 SERVICE CABLES AND (1) POTS CABLE FROM PPC CABINET TO PRIMARY RADIO
V-1CABINET IN 1 1/2" CONDUIT, PROVIDE BELDEN MODEL #8768 FOR T1 SERVICE & WEST PENN MODEL UNAUTHORIZED ALTERATION OR
#54568 FOR POTS. COIL 15' OF SLACK AT EACH CONDUIT END. LABEL ALL CABLES. ADDITION TO THIS DOCUMENT IS
NOTES: A VIOLATION Of SECTION 7209 ° W 1
1. METALLIC CONDUITS CARRYING GROUND CONDUCTORS ONLY SHALL 2. FOLLOW THE ABOVE SCHEMATIC FOR ALL CARRIERS ANTENNA CABLES AND 3. ALL UNDERGROUND PVC CONDUITS SHALL BE SCHEDULE 40 ALL EXPOSED PVC CONDUITS SHALL `/c`°4' N0 06g69 ts'"2
BE BONDED AT BOTH ENDS TO THE NEAREST GROUND BAR WITH SUPPORTS AT TOP & BOTTOM OF MONOPOLE GROUND ALL ANTENNA CABLES BE SCHEDULE 80, UV RESISTANT. OF THE NEW YORK STATE STS PROFESSI¢WP�
#2 SOLID, TINNED COPPER AND OZ—GEONEY TYPE HBLG BUSHINGS. AT ENTRIES TO EQUIPMENT AND EQUIPMENT SHELTERS EQUIPMENT GROUNDING EDUCATION LAW.
SHOWN APPLIES TO SPRINT EQUIPMENT, N.Y. PROFESSIONAL ENGINEER NO. 064690
FUTURE ANTENNA & CABLE
TO BE ROUTED TO ACCA SPRINT THIRD PARTY BILL_ DE MATERIALS
E BEHIND GROWTH CABINET #2 SITE Ni MATTITUCK SITE N❑.> NY33XC688
TxO/RXO FTx2 Tx1 /Rx1 GPS UNIT GPS UNIT ITEM# DESCRIPTION QUANTITY LENGTH TOTAL LENGTH PART NUMBER GL ACCOUNT
FURNISHED BY LUCENT (each) (feet each) (feet ordered)
ANTENNA TYPE: TYPICAL ���-TECHNOLOGIES 1
AZIMUTH 340'- DECIBEL DB980H90T2E-M (340°) ANTENNA; 'DECIBEL DB98OH9OT2E-M' 2 N/A N/A 98OH9OT2EM 107001 �r
AZIMUTH 110'- DECIBEL D89801-190T2E-M WITH 'DOWN' TILT BRACKET DB5098 2 N/A N/A DB5098 107001
AZIMUTH 2301 DECIBEL DB98OH9OT2E-M N TYPE FEMALE CONNECTOR (UNIT) (110°) ANTENNA; 'DECIBEL DB98OH9OT2E-M' 2 N/A N/A 98OH9OT2EM 107001
WITH 'DOWN' TILT BRACKET DB5098 2 N/A N/A DB5098 107001
7/16" DIN TYPE FEMALE CONNECTOR (ANTENNA) --N TYPE MALE CONNECTOR CABLEWAVE 734803 1 ANTENNA; 'DECIBEL DB98OH9OT2E-M' 2 N/A N/A 98OH9OT2EM 107001
7/16" DIN TYPE MALE CONNECTOR WITH 'DOWN' TILT BRACKET DB5098 2 N/A N/A DB5098 107001
CABLEWAVE 734750 2 (3400) 1 5/8' DIAMETER COAXIAL CABLE 2 165 330 107001 PAPAY ENGINEERING & CONSTRUCTION, INC.
CABLEWAVE 'FLC158-50J' 810920001 100 HILLTOP ROAD, RAMSEY, NJ 07446
CABLEWAVE CABLE TYPE FLC12-50J201-934-2B2B
1 1 5/8' DIAMETER COAXIAL CABLE;
7/16" DIN TYPE MALE CONNECTOR CABLEWAVE GROUNDING KIT CABLEWAVE 'FLC158-50J' 2 165 330 810920001 107001
CABLEWAVE 734750 (TYPICAL) (2309) 1 5/8' DIAMETER COAXIAL CABLE;
SECTOR CIGBE - 7/16" DIN TYPE FEMALE CONNECTOR CABLEWAVE 'FLC158-50J'(340' 2 165 330 810920001 107001
(NEAR ANTENNAS) CABLEWAVE 734756 = 3 SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001 ��y�In
y�
it
CABLEWAVE CABLE TYPE FLC158-50J CABLEWAVE CABLE TYPE FLC12-50J (110' SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001 LrJl l�l
di
(230° SECTOR) UNATTACHED DIN-FEMALE CONNECTOR; CABLEWAVE '734756' 4 N/A N/A 734756 107001
4 1/2' DI '— COAXIAL JUMPER CABLE NTENN Sprint Spectrum L.P.
CABLEWAVE 'FLC12-50J' WITH 734750 ATTACHED 6 3 N/A 815396003 107001 Crossroads Corporate Center
BASE CIGBE DIN MALE CONNECTOR AT ANTENNA AND 734750 1 International Blvd., Ste 800
(0 MONOPOLE BASE) = DIN-MALE CONNECTOR AT MAIN LINE Mahwah, New J rsey 47005
5 1/2 DIAMETER COAXIAL CABLE; 1 165 165 810918001 107001 Fax: (201) 512-4713
CABLEWAVE 'FLC12-50J' (GPS)
ACCA CIGBE 6 UNATTACHED MALE CONNECTOR; CABLEWAVE '734803' 2 N/A N/A 734803 107001
(NEAR BTS7/16" DIN TYPE FEMALE CONNECTOR (GPS)
EQUIPMENT) = 7 MINI PPC CABINET IN LINE, MANUFACTURED BY 1 N/A N/A N2101W01 108002
CABLEWAVE 734756 NORTHERN TECHNOLOGIES MODEL #N2101-WO1,
NOTE, REPLACE ONE DOUBLE-POLE, 60A BREAKER
7/16" DIN TYPE MALE CONNECTOR WITH TWO SINGLE-POLE, 20A BREAKERS V11397"wireless
BY OTHERS CABLEWAVE 734750 8 GROUND KITS W/ WEATHERPROOFING
(340° SECTOR) - 1 5/8'0 CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 60 HERRICKS ROAD
(110° SECTOR) - 1 5/8"� CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 MwEOLA1 NY 11soI
(2300 SECTOR) - 1 5/8'0 CABLE CABLEWAVE 916201 6 N/A N/A 916201 106011 (5 16) 294-1090
-- CABLEWAVE CABLE TYPE FLC12-50J N TYPE MALE CONNECTOR CABLEWAVE 734803 (GPS UNIT) - 1/2"0 CABLE CABLEWAVE 916198 2 N/A N/A 916198 106011
9 WEATHERPROOFING KITS AT JOINTS 20 N/A N/A 916132 107001 PROJECT NUMBER
PRIMARY RADIO CABINET BUTYL RUBBER TAPE AND PLASTIC TAPE 1239
GPS CABLEWAVE 916132 DRAWN BY
10 SPLIT COMPRESSION BUSHING FOR LUCENT 7 N/A N/A 303394 107001 J,D.P.
SECTOR (TYP.) CLEAR HEAT EQUIPMENT JUMPER ENTRY CHEUKED my
BURNDY GROUND LUG SHRINK — P.E.P.
NOTES: S.S. NUT SBE TABLE FOR SIZE GROUND NOTES No DATE ISSUE
1. DO NOT INSTALL GROUND KITS ON CABLE BENDS. AND MODEL CONDUCTOR 1) THIS BILL OF MATERIAL IS BASED ON INPUT FROM RF.
1 0 03/23/00 CONST. RENEW
S.S. LOCK WASHER MIN, 2) ALL THIRD PARTY MATERIAL DESCRIBED ABOVE WILL BE FURNISHED BY SPRINT. 1 05/02/00 CONSTRUCTION
INSTALL KOPR—SHIELD
PRIOR TO 13OLTING (TYP.) L _ _} �__ _ __ 3) THE ABOVE BILL OF MATERIALS RELATES TO THE SPRINT EQUIPMENT ONLY, MONOPOLE 2 02/20/01 PLANTINGS
ANTENNA GROUND BAR (CIGBE)
DO NOT TO ANTENNA TO ANTENNA AT TOP OF MONOPOLE,
S.S. LOCK WASHER
ANTENNA A CABLE GENERAL NOTES SIS, BOLT `_— SEE TAGS usDa FG SEE NOTE #1
NOTE #;2 SEE NOTE #4 STANDARD
WIRE BURNDY ANTENNA CABLE GROUND KIT
1. CONTRACTOR SHALL LOCATE TRUE NORTH AND MAST SUPPORTS UTILIZING THE SIZE LUG BOLT SIZE
APPROPRIATE D.5.G.5, 7 1/2 MINUTE MA` AND A THEODOLITE, CONTRACTOR ROUND LUG
SHALL PROVIDE DOCUMENTATION OF COORDINATES AND BEARINGS USED FOR #6 AWG YA6C-2TC38 3/8" — 7 6NC S.S. BOLT NSTALL WEATHERPROOFING
ALIGNMENT, #2 AWG KN AND SCOTCHCOAT GROUND KR TYP.)
YA3C-2TC38 3/8" — 16NC S.S. BOLT AFTER CONNECTION.
2, CONTRACTOR SHALL VERIFY AL AMINNA CABLE LENGTHS AND CABLE ROUTING 20A1WC SEE NOTE #1
PRIOR TO BIDDING OR CONSTRUCTION, STRANDED YA2C-2TC38 3/8" — 16NC S & BOLT
3. CABLE DIAMETERS DETERMINED BY THE FOLLOWING CRITERIA: #2/0 AWG YA26-2TC38 3/8" — 16NC S S BOLT ANTENNA CABLE CggLE AT O OMANTENNA ROFNMONOppIFGBE) APPROVALS
A GREATER THAN 150' IN LENGTH = 1 5/B'e #4/0 AWG YA28-2N 1/2" — 13NC S S. BOLT GROUNDING KIT, SEE NOTE #1 PROJECT MANAGER: DATE:
B, 101' TO 150' IN LENGTH = 1 1µ'm SEE NOTE $1
C. 31' TO 100' IN LENGTH = 7/8'0 SPRINT REP: DATE:
D, GPS UNIT = 1/210 LUG GROUND CONNECTION
SCALE NONE $6 AWG, STRANDED, INSULATED COAX CABLE UG (TYP.) VERIZON REP: DATE:
4. CABLE LENGTHS SHOWN ARE ESTIMATED BY CENTER TO CENTER DISTANCES, E_2 COPPER GROUNDING CONDUCTOR
3' ALLOWANCE AT BENDS AND ROOF TO CETTIERDNE OF ANTENNA ELEVATIONS. NOTES: (TYP. FOR ALL)
10% HAS BEEN ADDED TO SUB—TOTAL 1. ALL HARDWARE BOLTS, NUTS, LOCI( WASHERS SHALL BE 18-8 3. CONNECTIONS TO STEEL SHALL HAVE A THOMAS & BETTS
STAINLESS STEEL CONNECTIONS SHALL BE BOLT, LOCK WASHER, #DTW DRAGON TOOTH TRANSITION WASHER BETWEEN THE BR BARE, TINNED COPPER
ACCA VIA CABLE (1) (,4/0 STRANDED, SITE NAME:
BUSS, LUG, LOCK WASHER, NUT; IN THAT ORDER. LUG AND THE STEEL CONNECTIONS SHALL BE BOLT, LOCI( TO RADIO EQUIPMEM \TO GROUND BRIDGE TRAY i MATTITUCK
WASHER, STEEL, DRAGON TOOTH WASHER, LUG, LOCK WASHER,
2 LUG HOLE CENTERS SHALL MATE WITH THE INTENDED SURFACE NUT; IN THAT ORDER. MONOPOLE FOUNDATION SITE NUMBER;
OR BUSS. CENTER SPACING SHALL BE EITHER 3/4", 1", OR #'2 BCW RING ,
1 3/4" PER NEMA, DEPENDING ON BOLT SIZE 4. TAGS SHALL BE WHITE BACKGROUND WITH PERMANENT BLACK 2 ANTENNA CABLE GROUNDING GROUND NY33XC688/958283
LETTERS PROVIDE TAGS AT ALL GROUND LOCATIONS NOT E_Z SCALE NONE #2 BCW
CONTROLLED BY SPRINT; I E. BUILDING STEEL, WATER PIPES NOTEB: / I I SITE ADDRESS:
AND BUILDING ELECTRODES. 1 BYOUNDING &SPRINT. DELIVER DHANDROOFING INSTALALL KITS.
BE FURNISHED - ELIJAH S LANE & RT 25
SOUTHOLD, NY
GRADE
AZIMUTH 340' DOWNTILT= 0' AZIMUTH 110' DOWNTILT= 0' AZIMUTH 230' DOWNTILT= 8' GPS UNIT ANTENNA CABLE GROUNDING - MONOPOLE BLOCK s LOT:
�����% %�%�>�� DIST. 1000, SEC. 108
COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGTH 526 DETAIL BLOCK 4, LOT 11 .3
FROM/TO CABLE Tx0/Rx0 Tx2 Tx1 /Rx1 TYCABSZE Tx0/Rx0 Tx2 Tx1/Rxt LE CABLE Tx0 Rx0 Tx2 Tx1 Rx1 TYPECABLS (�) * N cADWELo SCALE NONE REV,
TYPE/SIZE / TYPE/SIZE / / SIZ� GPS r ----- -- -- E-2
LGROUND RING
ANTENNA TO NOTES:
FLC12-50J FLC12-50J FLC12-50J #2 AWG BCW
JUMPER CABLE NUMBER OF GROUND BARS MAY VARY
-
DEPENDING ON
OF
ASSEMBLY 1/2 1/2' 1/2' ANTENNA LOCATIONS AND ECONNECTIION
GROUND ROD. COPPERWELD ORIENTATION. PROVIDE AS REQUIRED SHEET TYIFLE
JUMPER CABLE TO FLC158-50J FLC158-50J FLC158-50J FLC12-50J 5/B'a X 10'-0- LONG 2 A SEPARATE GROUND BAR TO BE USED
ANTENNA CABLE 165 FUTURE 165 165 FUTURE 165 165 FUTURE 165 1/2„ 165 FOR GPS UNIT IF REQUIRED. ANTENNA GABLE
COVER ASSEMBLY 1 5/8" 1 5/8" 1 5/8"
IGURATION AND
ANTENNA CABLE COVER FLC12-50J FLC12-50J FLC12-50J N/A _ PETER E. PAPAY BONFOF MATERIALS
ASSEMBLY TO PRIMARY 1/2„ 4 4 4 1 /2" 4 4 4 1/2„ 4 4 4
;:
ILL
RADIO OR GROWTH CABINET oe new Fo
(BY LUCENT) E. pqp H'r SHEET NUMBER
* ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. SEE ANTENNA & CABLE GENERAL NOTE #4. GROUNDING-STANDARD DETAIL `s
GROUND ROD UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS
NOTES: A VIOLATION OF SECTION 7209 a° e'° —
1. TYPES AND SIZES OF THE ANTENNA CABLES ARE BASED ON THE ESTIMATED LENGTH OF THE CABLES, OF THE NEW YORK STATE No. 0646 ��+�.
CONTRACTOR TO VERIFY THE ACTUAL LENGTHS IN THE FIELD BEFORE INSTALLATION AND NOTIFY THE 503 DETAIL REV. EDUCATION LAW. SFO pROFEss100
CONSTRUCTION MANAGER FOR VERIFICATION OF SIZES OF THE CABLES. SPRINT ANTENNA CABLE CONFIGURATION E-2 SCALE; NONE N.Y. PROFESSIONAL ENGINEER NO. 064690
qm ��
PROVIDE GROUNDING CLAMP.
#2 ST (TYP,) TYP. FOR 3 PER CORNER)
BURNDY TYPE GAR OR EQUAL)
ANTENNA FENCE
MASTS [TYP.) FABRIC EXTERIOR FACE
ANTENNA GROUND BARHELTE COAXIAL CABLE GROUNDS OF SHELTER
NEWTON 3056 1/4'x4"x20' (EllVEQUIPMENT HVAC UNIT
(TYPICAL) #6 SGI (TYP.) SHELTER
00
EN TOP RAIL '
ENTRY INTERIOR
PORT GROUND RING FENCE CORNER
2 ST, ROUTE WITH POST
' � #2 SOLID, TINNED, COPPER
ANTENNA CABLES F GROUND WIRE TO FRAME OF
EXTERIOR GROUND BAR o 0 0 0 0 0 0 0 o INTERIOR GROUND BAR 2 SOLID, TINNED COPPER HVAC UNIT PAPAY ENGINEERING & CONSTRUCTION, INC.
LOWER MASTER GROUND BAR FURNISHED WITH SHELTER ° 0 0 0 ° o o ° 0 0 0 ° o FURNISHED WITH SHELTER TO GROUND RING 100 HILLTOP ROAD, RAMSEY, NJ D7446
(® BASE OF MONOPOLE) #2 SOLID, TINNED,
1 DOUBLE HOLE 201-934-2828
#2 ST. ROUTE WITH COPPER WIRE LUG
ANTENNA CABLES
EIA CABLE CABLE BRIDGE
TRAY SUPPORT POSTS #2 ST HVAC UNIT, INTERIOR EXTERIOR 3/4"0 PVC CONULAR.
BURNDY TYPE FENCE POSTS FASTEN TO SHELTER WALL,
GRADE ° 0 0 O GAR CIAMP #2 ST PIPE CLAMP. HEAVY DUTY AS PINE, AT ALL GROUND nnt
0 0 0 0 #2 Sf SHELTER 2 ST SHELTER SEAL HOLE WITHMANUFACTURED BY BURNDY (TYP.) PENEIRARONS)PIG TAIL (TYPICAL) SKID (TYPICAL) 1/2' PVC SLEEVE SILICONE CAULKAT 45' ANGLE FINISHED 4FSP
#2 ST �� GRADE
ELECTRIC SERVICE I a
Sprint Spectrum L.P.
#2 ST MONOPOLE GROUND SHELTER GROUND GROUND ROD EXTEND PIG TNL i %�����%�. Q Q, > ��� �i Crossroads Corporate Center
RING RING TO GROUND RING %' o a a a /�� Mahwaht New Bld , 5074950
#2 ST TO EXISTING — — — — WALL 5�--—-
GROUND RING - - - - i` TO GROUND Jersey
�� /i Phone. (201) 512-4700
#2 ST GROUND RING �\
RING Fax. (201) 512-4713
ST- SOLID, TINNED COPPER WIRE \� "6
SGI- STRANDED, GREEN INSULATED COPPER WIRE i VERIZON GROUND BAR SCHEMATIC 2 DETAIL 3 FENCE GROUNDING DETAIL
i
SCALE: NONE SCALE: NONE E-3 SCALE NONE
IS/\/\/'\R�\/\T\T•/\\/\
EIA- COAXIAL SIGNAL GROUND AT OUTER SHIELD E-3 E-3 i
ANDREW TYPE 241088 W/ FIELD INSTALLED,
CRIMP-ON, 2-HOLE LUG & WEATHERPROOF
KIT AT ALL ANTENNA CABLES a HVAC UNIT GROUND Ver% W wireless
MASTS-ANTENNA SUPPORT PIPE AND BURNDY TYPE BLACKBURN TYPE SDG24 E-3 SCALE: 1/2"=1'-0"
GAR CLAMP AT ALL MASTS GRADE LEVEL HANDHOLE FINISHED 60 HERRICKS ROAD
MINEOLA, NY 11501
(COVER & VAULT) GRADE (516) 294-1090
PROJECT NUMBER
2,25 15 6.5 15 2.25 \ 1'-2•' \ � od`J
1239
DRAWN BY
9 191
�' VAULT � � , J `° J.D.P.
ENTRANCES FOR CONDUITS RESERVES FOR BELL 6.203 6 X 6 POST (TlP.) /\\ .y\, / �'\%� N " " " INSTALL WAVEGUIDE ENTRY
TEST LOOP / / / / PORT FURNISHED BY P.E.P. Y
ATLANTIC SERVICE `\�\ \� `\� `\� #2 ST TO SHELTER SHELTER MANUFACTURER
SUPPORTED ANTENNA
O O O O" DATE
ISSUE
NTRANCE FOR GROUND GROUND MASTS 0 03/23/00 CONST. REVEW
05/02/0
CONDUCTOR O O O O
120 VAC ENTRANCE � 2 02/20/001 PDIAMINGSRON
CADWELD " O O O O "
ENTRANCES FOR (2) 4'0
(TYPICAL) EXTERIOR GROUND BAR.
CUSTOMER CONDUITS /
m N INSJ-55—D101 COPPER ULATORS FURNISHEDWl3Y
A PROVIDE ANTENNA CABLE GROUND SHELTER MANUFACTURER
GROUND KIT AND WEATHERPROOFING KIT
5.071 ROD FOR EACH CABLE HERE
��i
CADWELD CONNECTION SEAL TOPS OF
9.959 (TYPICAL) CONDUITS
7987 � INSPECTION SLEEVE DETAIL
SCALE: NONE GROUND CONNECTION ONE HOLE CLAMP (TIP.)
s CONDUIT ALIGNMENT TEMPLATE E-3 FROM INTERIOR BAR
E_3 SCALE 1/2"4-0" CONDUCTOR IN 3/4"0 PVC CONDUIT APPROVALS
NOTES:
1 ALL DIMENSIONS ARE IN INCHES #2 SOLID, TINNED COPPER (TYP.) PROJECT MANAGER: DATE:
a'-D" MIN. SPRINT REP: DATE:
to 1/z° za 1/e" tz" x tz' x 5'-0"
N RAINTIGM TROUGH. GRADE
PROVIDE 1/2"0 THROUGH �� VERIZON REP: DATE:
BOLT WITH WASHERS AT BOTH SQ. D #RD125 WITH
SIDES (TYP, AT 11 LOCATIONS) RB HUBS
CABINET MOUNTING BRACKET TO GROUND RING SITE NAME
=
- - - - - - PROVIDE 4" X 4" X 4'-0' PROVIDE UPA APPROVED,200 AMP, 120/24OV, 1 PHASE,
PROVIDED BY BELL PRESSURE TREATED WOOD 3 WIRE METER BASE (TYP.) MATTITUCK
CFL CABINET PROVIDED o O ETER BY UPA (TYP,)
BY BELL PROVIDE 4' X 5' X 3/4" PRESSURE SITE NUMBER:
TREATED PLYWOOD (BOTH SIDES) 12" MINIMUM NY33XC688/958283
PROVIDE 200 AMP, 2-POLE, SOLID
D 2" X 6" X 4'-0' PRESSURE D NEUTRAL, FUSIBLE, WEATHERPROOF SERVICE BENDING RADIUS
3"0 STD. WT. PIPE
u, TREATED WOOD TO SUPPORT DISCONNECT SWITCH S0. D #D224NRB.
LOWER BRACKETS (3 1/2" O.DJ(TYP, FUSE FOR 200 AMPS (TYP.) SITE ADDRESS:
PROVIDE (1) 4"0 SCH. 40 PVC FROM PROVIDE PERFECT-LINE WEATHERPROOF 6E o s WAVEGUIDE GROUND ELIJAH'S LANE & RT 25
CABINET TO SPRINT PPC AND (i) 5 SWITCH, BOX AND COVER FOR TELCO —_ .i y BO)X 3"0 PVC TO AT UTILITY pBURIED SPLICE SCALE: NONE SOUTHOLD, NY
4"0 SCH. 40 PVC FROM CABINET TO _3 CABINET AT 30' AG,L, MODEL SW20-2 P1000 GALVPNIZED "'
VERIZON SHELTER SWITCH & COVER AND MODEL TIDO BOX.
_ SWITCH IS 20A, 2-POLE SEE NOTE #2 UNISTRM (TYP.) J BLOCK & LOT:
PROVIDE 6" X 6" X 11'-0' PRESSURE 5 CONDUIT BURNDY TYPE 3"0 TO VERIZON SHELTER I
TREATED WOOD POST EMBEDDED IN - SVS Syf -3 ALIGNMENT GAR CLAMP 3"0 TO SPRINT PPC DIST. 1000, SEC. 108
BLOCK 4, LOT 11 ,3
CONCRETE AND CAPPED WITH GALVANIZED FINISHED GRADE FINISHED GRADE BOND TO EQUIPMENT EXISTING
SHEET METAL PROVIDE 6' GRAVEL BASE GROUND RING, SEE
AT POST BOTTOM (TYPICAL FOR 3) PROVIDE 10 SCHEDULE 40 PVC TO DWG. E-1 - - GRADE
20A DEDICATED BREAKER IN PPC W/
PROVIDE #2 AWG SOLD, BARE, TINNED (2) #12 AND (1) #12G. ROUTE INCONCRf7E '' ' '' ` �' ,Ci
COPPER CABINET GROUND CONDUCTOR. 15 15 3/4" UDLEIY TRENCH \ % /
CONNECT TO NEW GROUND RING,UTILITYROME GROUND PER NEC
UTILITY TRENCH. LEAVE 48" PIGTAIL
ABOVE GRADE `� 'oi •( ',I ( ( ' v ARTICLE #250 SHil TITLE
(TYP,)
PROVIDE (1) 4"0
4 5 \ aRII \
SCH. 40 PVC TO - _3 li 2000 P51 X/1
y/
NEW PULL-BOX _ CONCRETE 5"-6' GRAVEL \ %
5 i
- BASE ELECTRICAL DETAILS
FRONT ELEVATION LEFT SIDE ELEVATION r-D"m -D"m
PETER E. PAPAY
a METER STAND of NEW
s TELEPHONE CABINET MOUNTING FRAME SCBE 172 =1 -0 ��P,E °q*
E_3 SCALE 1/2"=1'-0" E-3aw.Ea E. p4pq,- SHEET NUMBER
r1oTEs. UNAUTHORIZED ALTERATION OR
1 PROVIDE SCHEDULE 60, UV RESISTANT PVC AT ABOVE 3. ALIGN CONDUITS USING TEMPLATE DURING ADDITION TO THIS DOCUMENT IS
GRADE LOCATIONS INSTALLATION A VIOLATION OF SECTION 7209 G� a°
't'o, 06A�' c? E - 3
2. POWER AT TELCO CABINET MOUNTING FRAME IS REQUIRED OF THE NEW YORK STATE NSFw FLEA
FROM ONE SOURCE ONLY CONNECTION IS SHOWN FROM EDUCATION LAW. H
SPRINT PPC. N.Y. PROFESSIONAL ENGINEER NO. 064690
Code Compliance Summary � g�5' ic'�,� % ,
Project: Equipment Shelter
C9 G►•a
Owner: Verizon Wireless
60 Herricks Rd. Use Group:
p C4.1 Low Hazard Storage
Mineola, N.Y. 11501 • . : ,_ .'�,
,(�•X6046-
Location: MATTITUCK, N.Y. Construction Classification: 2b Noncombustible/Unrated ®� RE,
Exterior Finish: stone Aggregate Panel, Sunset 5each. Building Area: 345 sq.ft
Electrical Service: Building Volume: 3,105 cu.ft.
Manufacturer: KULLMAN INDUSTRIES, INC. Building Height: 101_411
One Kallman Corporate Campus Dr. Occu ant Load: None (Unoccupied) a �
LE5ANON, NEW JERSEY 08833 p p g t �
DRAWINGS Interior Finish to be flame spread
M
C-1 Project Information Glass C or Setter, 200 I
A-1 Floor Plan
A-2 Exterior Elevations ts
qp
A-3 Energy Calculations # Roof Pian f 112
STATE CODES
A-4 Typical Details
A-5 Wali Framing Elevations (For Shop Use Oniy) a _
E-1 Electrical # Reflected Ceiling Pian State of: NEW YORK q
E-2 Sleeve Location Plan ' s
Codes: Codes, Rules and Requlations of the State Of New York 09 executive 5)
E-3 Panel Directory # One Line piagram New York State Uniform Fire Prevention and Buildin Code
New York State Mechanica I Code g s
E-4 Interior Elevations 1993 National Electrical Code w/ State Amends s
E-5 typical 5RK Relay Connection in Equip. Shelter 1/Csenset New York State Energy Conservation Code
F-1 Foundation Plan and Details (Pier)
40
5-1 Structura I Notes d
8-2 Floor and Roof Framing Plans
a
8-3 Sections
lie -A
> s a
Note: See dwg. 8-1 for Design Criteria o a - a
and Structural Design Information �g
Labels affixed toi ood Site Installed Items
backboard above electrical 1. Foundations and f=ootings
panel in this area. 2. Steps, Ramps and Railings
3. Electrical Site connections
4. Module to Foundation Connections-
5. Halo Ground Ring Ground Connection
Note . All construction shall be inspected and =
Label Location Plan approved by the Local Authorities.
30-011
" 11'-0" 4" 81-01 4'
A-2 spill containment 604��
Line of Overhang above Exhaust w/remote alarm Q- .
------------------------------------------------- Louver
------ ---------------------
ECS
BATTERY 1- 'l ill Q
Exhaust Louver
F � Y
Q i 2 ato I ' i Intake r
A-1 i Louver
.3 .-2- � _
S i Cabinet Cab)net Cabinet Surge ATS -... !, i e `�' +�'�'� b
A-2 i 0 2 0 3 Arrestor (, j' e = A-2 - w s _
�o
3 ; ` Elect.Panel "A.. -
�, i Door intrusion proximity Wall Neater
Kullman rust. ;' ,1' ts
12"x12" switch wired to CAG panel clim.cont. � it! ... _ .. i $ , o
IntakeDisconnect
Telco entrance
Louver b"PVC sieev Telco Equi . i
i
r Ey Kite Q '
If
-- - - - ---- --- -- ----- --------- �,a f-
Cable Port Entry
(Microflect - Model 51118)
4'-311
sy
A-4 g � y
Cone.Pad t steps a8 Regd9'-1". Note: All Dimensions
A (site bunt by others.) Taken From Studs
A-2 Power entrance
M
2'x 3'x 5/8"
Ind.grade mat. 2 �
l=l oo r l a n (Notrax or Equal)
5/8" type "X" gyp. brd.
Scale: 1/4" = V-011 each side - a
3/4" fire Taped and spackled
tared plywood
(yet
a u 0 Q
CE FR' finish X ;
Batt Insulation = o $
4" steel studs
D®®R 5GHED LE Pen top all
Penetrations
Door DOOR FRAME TNRESN REMARKS
No. Door Opening Size Type Material f=inish Material f=inish Material Aw
Width ilei ht Thick
A 3'-0" 1'-0" 1 3/4" 18a. H.M. Steel Painted Steel Painted Aluminum Weatherstrip /hold-open =
g Welded (45 Minute Rating) 2 Ufa l l Section
B 31-611 -1'-0" 1 3/4" 18 a. H.M. Steel Painted Steel Painted Aluminum Weatherstrip /hold-open 1- 11
9 Welded (45 Minute Rating) Sca le: 1 1/2 = 1 to
4'-311 I'-Oil — Cable Port
Intake (Microflect - Model 61118) Standard panels with aggregate
Louver 0 Mil.EPAM fascia 7Ow NPS.Lt (tV.of 3) finish all around. g�• • KPS
�.off :
0 0 ® 0 • .
GF A
� AC AC
Integral Unit Unit a
v @. .:....:. a. / Disconnec
Q Switch
@ q
i5
— — — — — — — — — — — — — — — —
# a
_
— _ _
Fin-FIr-
Csrouncl a I I '
2/O Bare Stranded Wire Lugged Standard panels with a re ate W.PJ CsF.I. A/C Units to s�'
to Grounse d
Bar and Cadwelded finish all around. gg g Recept• Bldg. steel frame
Front Elevatioamen
� „ - ,- � .eft Side Elevation
t i on
o �
Scale: 1/�• - 1 0 Scale: 1/�4" = V-011 o �
301-011CON
m!�
4"Muffler b0 MiI.EPDM fascia 6'-6" Q 9 3
AX
Standard panels with aggregate , 8
finish all around.
LO
2'-8" 3'-0" ..... Spill containment 3
w/remote alarm
, 36'•x12' z .�
- —
� p
r�
L } l) O Q
aD @ W
r Q,: •a, � 0 � r Q
it
111
6�' J
.. _ Z
4-011
in. Fir. _ Pin. Fir. If
.
Power entrance 2-1/2"PVC sleeve I" o vent Pipe
Project 2" from Ext.and Int.Face of wall 2"4 Fuel Fill Pipe
� Rear Elevation a Right Side Elevation
Sca le: 1/4 - 1 0 Scale: 1/4" = 1'-m"
V",
ENEG'r CALCULATIONS ��`�
I<
Verizon Wireless it -(o" x 3o'-m' Bldg. :
�r
Roof - 1 Wall - 1 Floor - i
List of Construction List of Construction List of Construction
Components R-Value Components R-Value Components R-Value
I. Outside Air .11 1. Outside Air .Il I. Outside Air 25
2. EPDM .10 2. Batt. Insulation
2. Finish Panel 50 �
3. Batt. Insulation 19.00 �� 3. Steel Deck .003 o ;
4. Metal Roof 003 3. Fiberglass
Viros board 58
5. 5/8" Vin I Brd. 58 4. fiberglass Insulation 13.0 4.Concrete Slab Floor 4" 32 o
�t � 4�tlj
y gyp• 5. Bent eel panel X03 5. Vinyl Tile .05 V-
6. Inside Air to 6. 5/8" VlroC panel 58 6. Inside Air .92 kL $
1. 1/8" FRP.Panel .05 =$
Total R = 20.46 8. Inside Air b8 R = 2054
U = I/R U = 0.049
me
= 9 i e m a
U 1/R U=004
Total R = 1556 Note: Overall U-value for entire "X &C --5
-,3
tBuild
1 U TotcI/R U = 15 64 Building meets energy reg mnts.
2 3 Listed on DIM C-1 ip ts is
_.
F
41
4 0
2 5 ,
a
4 5 6 3
LU
1 2 3 I
� i— tR-gv
r
E �1�?a
Calculations Calculations Calculations €�' g
Uo = U W&L_i
Uo = U Rom-, ARom_i Ao
U FLOOR-1 AFLOOR-I
U0=
A° U®° (U u141-L-1 Aub,,-i ) + (U DOOR Awm) + (U Ac wire AAc wrrs ) A° o _o ;
U0= 0049 x 360A® U o= .049 x 345
z�' O
360 (0.064 x 768) +(029 x 41) +(03 x 32) 345 n
Uo° 0049 Uo 1 00618 Uo° 0.049 � � � a �
State max.U0 0.049 State max.U0= 0.20 State max.UO 0.05 IL
a
} U
NOTA: All values meet or exceed N1S�CCC 5ec. 7813.3 Table 4-I
X S
x 6
r - - - - - - - - - - - - - - - - - - - � }111 r`
IL
- - - - - - - - - - - - - - - - - - - J —
Play Line Of Wall Below
(:DjNfRfccf
�� II
Scae: 1/8 = 1 -0
slope
l� 3f
60 Mil. EPDM-
6" batt _
R-19 insulation p, .
Metal closure F ,
Termination bar
6", 12 ga. bent stl. roof panel 5/8"Viroc
a 16" o.c. Board
5/8 vinyl gypsumaggregate
R-13 fiberglass Insul. Stenni Panel EXT 5/8" Viroc board Stone panel 1=RP
use buttons for ,
fasteners 4
12 ga.bent steel pads ::.v . :. e
s 24" O.C. 5/8" Viroc board X32 alum.drip cap I " 9
op
5/8" Viroc board 1/8" FRP wall panelOOP
Louver _ '�� -9
4" composite cont.slab 12 ga. wa II panel ANT- FRP I INt s 3
YC.T.w/4" cover 024" O.G. Insect Screenti
5tenni panel
I-1/2" metal
a .a
a° deck 20 ga.
W12 ° insulationI "`
steel beam 3 Plan Deta i I Wall Panel (ballistic) � a��Q
�
WS
`off �4
Concrete pier steel purlin
K9 o
(see structural r
plans) p �€0
Ext. Wall Section Ea se S ec i f i ca t i ons /8"Viroc Board G-A,)\Detaj1n12 Q 1In0take LouverSca
Scale: 1 1 -0 F1�
11
5/8"Viroc Board Intake Louver 2'-0"
12 ga.bent steel panels Q E
Stenni 322 Alum.Drip cap nel Vent Pipe 032 S n
fl ga. steel panels — e N r
5/8"VUoc poard Fuel Fill and o 3
Sterni Pans - Spill containment �' g
Metal Door w/remote alarm
Alum.Extruded .1-charnel LJ 8 x
Silicone cauk Bead CA
e
Detail a Door Head �51
t�- =
i I a Door Jamb 2"Fuel Fin Pipe
�-
-011
—
N
- - - Fin. FI.
(5)Detail Installation Fuel Fill
4 Alarm Panel
Scale: 11/2" = 1'-0"
30'-0"
II 10'-10" 4
4'-2 3/4" 1'-0 1/2" Cable port location Y-4 1/4" 21411 3'-10 1/4" 4'-011 �'o
o
11'I
21-01121-011 11.511 1'_511
Intake Louver (4)PANELS 24"
(TY .) location (14) Panels 24" O.C. (TYP.) F04EI`� �.
lV
I
'-6 1/2" 2�-61�z 1'-2 1/2"
2110" I'-9 1/2" _ - -
0
N
f r �
r 1 FL
14V AC V 2
a opelings
LL M (tt p.) +�
Wa i I Elevation A TYP. 2.1
-scale: 1/4 r-0 BALL ts
1/W 1-I/2" -12" Wall Elevation 13 �
" z 1 scale: 1/4 1-0 ° '° m o 4
CON. _
C
O
ti�pp all ppann��ssla wall t roof 12" Q
ulnare tracks com " 11/2"-ect6 to panels 1/S (EXT. a
N
Wa I I Plan [)eta i t l INT.)
G NV4
Scale: 11/2" I.-011 O �€� '
A � F
Wall Elevation Keu
10'-10"
ening For Thimble ME
4'-8 3/4" Ibis" Square Exhaust 1'-4 1/2' ` 10'-5 3/4" ,_ II I-all
, u
Fan 1 2 PANELS 6 24" O.C. 2 -0
(14)Panels 24" O.G. Cable Port (TYP.)
? % 3 > ° 4
11_111 W a
xh ust Ver 0 E
OU = }_ —
.3 ,- o
P
o e
ntake
*; I.ouver x o �
a� "D12ening
AT ENDS — $
PANEL TO _
1/4 b BASE FRAME
_I
N
2'-13/4" Y-01/2"
4'-01/2 II 2'-113411
W12 BASE FRAME
Wall Elevation G Wall Elevation p =
sole V4'•I'o' scale: 1/4" - I'-0"
.o
f .
60 46�
CKT 2, 4 8 Exhaust I=an
4
3s10 Louver �..�,,.,,.._._..._.._._.�... a,
s CKT 8 li Cxenerator ii
Surge �(
arrestor q
ATS _
8 Elect. _ . . . _..` � � � '� `
WP/CxFI Panel
Kulloman Ckt.14,lb I $ S
Custom
3s1 , '
0
Climate
Control 3'10 rF
R
CKT I, 3 isc t Neater ► — 4
4 s CKT 10 r4sts ,
a
p Intake w/Motorized
Cable ort entrg louver Surge Arrestor [retaliation shall comply
with the following articles: -�n a
CKT 24J CKT 24 NEC 2W - 22 a 43
Electrical Flan 110 - 3b tug
u0 - 3b °
�� The wire size will be"4 tft `� 27- atm
Scale: 1/4 = 1 -m 5
It
�� 6,_2„ 4,-6„ 1.-8114,-2" 2'-6"
4-2 (61-211
_ c
ME
m
> w
Smoke Detector �2 V
CK
T 30 ex-110" a
`^ Wired to Generator Control
U
CKT 6 Panel for shutdown upon c E
detection of heat L —
CKT 30 S a
S M
X 0 `o
;n Smoke Detector u i=
Gentex110" K7 6 2 tube Flour.Wrap Around '
48"Lithonia L5240
(typ.for 8)
MTU
4
i
N
No Cable rack
n Reflected Gelling F'lar
Scale: 1/4"
Power entrance
2" C.O. sleeve
9�F;X6046•
1 i '
U l = I
Q Senerat III
f a
U4" P.V.C.Telco Entry ."' t5 ,A'
Q 34"P-V.C.Sleeve r��r
(TV.* b Drops) s
� a
I c O
11'-S" Q
4" P-YL.Powe Entry a .n
21' 0" N _
Sleeve Location Plan
"1 grew insulated (Halo Ground)n Stranded Green insulated
g mounted on insulated standoffs e3'-0"oc.
typical(b)locations around perimeter sCO
ocj m
THI-1d
U _
06T
�
insulated ator
IL °
% Bi-directional green
o
round to Cable tra ends-
-%
v
y
9 -
tb THHN green , I $
insulated
�f
U Telco Board % THHN green
Q insulated
i
Door intrusion proximity switch Through floor(PVC)
wired to CAG panel Grounding Plan CAD-UELD to baseV_GroWdlng (t9p.6
2 1/4 _ 1'--0" Refer to E-4 for location of equipment frame(typical 6 locations) (6)Locations
CIRCUIT PREAKER PANEL NO: PANES ��rFn
Cable support 2 MTG. vg •�� iCRAI ,
Screw ltypa c�,�•.� L
vol-TS: 120/240 WIRE: 3 RMS: 10 K NEUTRAL BAR: YES BRANCH CB: 42 NEMA TYPE: i MFR ITE/or Square "D" Interior ground ring Cable tie
PHASE: 1 AMP: 100 MAIN CB AMP: 200 GROUND BAR YES KEY LOCK: NO MOUNTMG: SURFACE Typical bi-directional ;
A WATTS CIRCUIT DESCRIPTION CONDUCTOR POLES CB. CKT. CB. POLES CONDUCTOR CIRCUIT DESCRIPTION WATTS Double crimp type bonding connection O
A B C tap (typ.) q '. �'�046• •�O
4093 AC-1 (4Ton) 2e8 +10G 2 50 1 2 50 2 206 +10G AC-1 Won) 4093 Bonding conductor F
1- OF
1000 4093 Power dr h - rectifier 3�0 2 30 5 6 20 I 32 Li 120 4093 Exposed bare copper to
1000 7 s 20 I 3 e12 tacles1440 be kept to absolute Mtn
1000 Power dr e2 - rectifier 3 e10 2 30 9 10 10 1 3#12 Tei Board 360 within
insulation allowed
1000 11, 12 20 1 3 h2 GAC Panel 500 within the compression lug
1000 Power dr e3 -
rectifier 3�0 2 30 13 14 30 2 3 M0 Heater 2000 Use double Lug Corrector
1ts
1000 15 161000 l Scraped and Noalox)
1000 _ Power dr •4 - rectifier 3+10 2 30 17 18 20 1 3 ell Alarm 100 o m A u
r�
l 1000 19 20 20 1 3 ei2 Batter Char er00 $ G
1000 Power dr 5 - rectifier 3 e10 2 30 21 22 20 1 3'11 Hot Start 1260
Bi-Directional Bonding Conn. Detail 3�$ _
1 1000 23124 20 1 3 e12 Exterior Li
1000 - rectifier 3 el0 2 30 25 26 ,S
Power dr �b
L 27 28 '
1000 Power droph - rectifier 3 h0 2 30 29 3o 20 1 3 012 S-DS 100
_ 1000 31 32 __ _ .. ts
ts
1000 :- Power drop e8 - rectifier 3+10 2 30 r 33 34
1000 L35 36 - 21
37 38
$ € �
100 Sur a Arrestor 3 M0 1 60 39 40
100 41 42
12,193 12,193 TOTAL TOTAL 8633 8233 _
LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTAL CONNECTED LOAD BY PHASE -PHASE A = 20026 e
LIGHTS 820 125 1025 PHASE e = 20,426 a y
RECTIFIER 16000 065 10400
RECEPTS 1440 100 1440 TOTAL CONNECTED LOAD AMPS = 151.9 _
MISG. 3260 1.00 3260 TOTAL DEMAND LOAD AMPS = 135.4 a�
HVAC 16,312 1.00 16,312
TOTAL 31,892 32,491
p
I 200A
Fusible Q) z,
Disc. TELCO ALARM BLOCK
e
COLOR ALAE * DESCRIPTION DESIGNATION POINT
2 "G3h/0 CU.7HFM o
L
OFF +1�6 CU,GRD.Approx. �p I FIRE TBD-DESIGN PANEL } c p \
Length 30'025%VD. 150A 30 KW
OFF
Surge Arrestor Egg, ORANGE 2 HIGH TEMP. TBD-DESIGN PANEL a tZ
Surge E.C.Shall verify , 200A 2P Automatic 2P Gen Yellow 3 LOW TEMP. TBD-DESIGN PANEL e a
Arrestor Exact Wiring Req mnts. I i Transfer Switch Shall 78D-DESKN PANEL
With Manufacturer be rated for 10fflWAIC Yellow 4 HVAC FAIL -
BLUE 5 INTRUSION Splice with(2)Door Contact Wires in Series
2"C.03/0 CU.T" GREEN 6 SURGE SUPPRESSION Surge Arrestor Term.3 4 2
NOIR: +1%C),GRD. GENERATOR RUNNING AND ATS M Relay Term.6 4 9 in Series With switch
There shall be a U.L.Listed Approx Length BLACK TRANSFEREE) AUX Term.io 4 II
series rat between the 20 15%vD.
� GREY 8 LOSS OF COMMERCIAL POWER NK Relay Terminale I t 1
main and panel "A"inclusive
of all circuit breakers. Panel PINK 9 GENERATOR FAILURE Generator Alarm Board Terminals C.4 NO
"A" PURPLE 10 LOW FUEL TBD-DESIGN PANEL
PINK 11 RAPTURE BASIN TBD-DESIGN PANEL =
31
n One Line Diagram Generator Failure,Low Fuel,Rapture basin should be wired in Parallel at Telco Strip
i Not To Sca Is
12 Hole Microflect 02 green standard
ground hal Door Switches to xternal alarm Cable Port copper wire ltypah,
contactInterior IightB terminals �v5 .�� KR4 fx
00 A A.C.N A.G.012
-1
- /2 Flex
F
Q
a a =
e
Ground bar
o Nvaco o _
Nvac cci
El
a s EMT sleeve thru 4 s o
wall lb ond)for ;
o vi
0
- W
ext
_ erior GFI outlet
Elevation A Elevation t i on 8s �
Scale: I/4" 1'-0" ' J�
'Sca '
B
0
m
15
v
w �e ,
Location Legend
4" x 4" trough
3/4" plywood w/S rectifier
Ground Wire w/5-0' " backboard to cover
+2 Green Stranded drops w/pteces o
Exhaust fan Wire extra wire (typ.(6)places) entire wall for 3/4 sealtipl 4
GO78' mounting equtpm 3 circuits ea.drop
It
� 3
o
a
/--BI-Directional Grd. — ,
AT
G
v�
It
S
— a
a
0
w
E
20
n� _ m
.m..�w.
Ix-fer 200 Clime
.......................:::..
_......_._ i r BWitd1 a
(BAM.) anel
p
_.._....____.._.....:... I ,�
. x
__.. ...... ............ .......... - o
s
.................................................................. ...........
:::
.9ir
_._ ._.
............................................... ..........
c
- z ;
B
B
o�
8
= N _
�U ...........
.........
_ ................................. ....................
o —
............. .
Power Entry
surge arrestor Disconnect
Elevation G Elevation D
Scale: 1/4" • 1'-0" Scale: 1/4" = 1'-0"
Generator Room
(5x5 Box) N ` <
Equipment Room - - - - - --I
Jumper ,
(4x4 Box)
Black? i Black Brown 4 3 '
� rown
White
White
S Smoke =
Smoke Gray
Red/Yellow i Red/Yellow Gray g ,
Green Green �
a Ti o GROUND) (GROUND)
L
i i
a- CL } tit I
I
i ,. .. ,% i (5x5 Box)
z zU
u +►
as 3 LO
I Terminals �a
Orange
� � �� � —
1 CI
Rela Inside
y
Gra Brown I Black
i White
1 A Generator
See Panel I Green' BOX
Director I i'
Directory
i (GROUND) i inL - - ---- -- - -- I
1
Climate Telco
LU
Control (Option 2) I a—=
(Option 1) I x
I
KRA
CC
of steel
Outside: face0�6
MODULE LOAD 31 KIPS
y ? .'�
10" x 10" x i" 1'-6" pier
'bearing plate (t9p•) SOIL CAISSON 0 SQUARE FOOTING RE INF.
yp
(t ) SIZE
Co
1000 7'-0"0 6'-0" x 6'-0" x 1'-0' 8 SEW
2000 5 4'-6" x 4'46" x 1'-0" 5 05EWts
-
3000 4 3'-6'I x 3'-6" x 1'-0" S
4 05EW �g�g df
p 4 df
e tau
4000 3' 6"� 3'-0" x 3'-0" x 1' 0" 4 SEW
5000 3'-0 12'-9" x 2'-9" x 1'-0" 13 15EW - $
ts
Telco Entry - EW = Each way - ,
lThru Floor? = Power Entry
Hill-9
11 -8
II B (In Ula I I Above)
I I II I 6i_0n F� d o
0 -011 18 -0
9'-1"
30'-0" 43"a
10" x 10" x 1" Plate . W
Foundation Plan See bearing plate plan Ifl-
Fin. '�^ A
Scale : I/4" = 1'-0" 6 �� grade
3 Ties 10 °
3
� m o
F-I a d o
2 ,01/2" dia. °
varies anchor a
Depth varies to meet
1'-6" ° local building codes t -Y 12 a
L = 1 CQ
N
UJF beam a a a
3 Ties 610" g
D - W.0 14 3" Clear "
1/4 4 10" x 10" x 1" Plate _ o
L
> Pier 1
4 - 05 see chart
� 7
Varies
1 1/2" clear
I/41011
1/2" dia. anchor (2 recl'd.)
Pier ion
5�ction ��a�,,nlate5�ction �arinPlate Man (AD
- Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0" Scale:
@N.T.S.
5TRUCTURAL NOTE5 T4
r
1. CODES 5. CONCRETE
The modules are designed in conformance with the following a. All work shall comply with r lurements of the ACI (0 3i "
py 4 0
codes: Building Code, ACI 318-95 and the ACI "Specifications '44 211 211 0 N.
All codes listed on sheet C-I for Concrete for Building
b. All concrete for cast in place foundations shall be 1'1/2
stone concrete with a minimum 28 day compressive
2. LOADS strength of 3000 psi. „, wP `v
The modules are designed for the following loads:
c. All reinforcing steel for concrete shall conform
a. ROOF SNOW LOAD 60 psf or 1000 Ib. load over 3' to ASTM A615 Grade 60. — o m 9'odi
4e�
square area_ s/8 "XT/2„ $ �
d. No admixture shall be allowed without prior approval I of PL 11/4 X 83/4 E
which includes weight p pp PL 11/"x11/ "X 91/ "
b. FLOOR LIVE LOAD 150 psf, g the Engineer. a s z $ ir? h
of all equipment �;E 'R'Ric
e. All requirements for batching,mixing, finishing, Lifting g Ueta i I I
c. WIND LOAD Wind loading as per NY State Building curing etc. shall be as per ACI 318-95 N.TS. i '
Code. 20 psf wind load up _
t to As
0-100' above grade. F. The concrete mix shall be proportioned so that no less 12 ewin U2
than 5.15 bags of cement are used per cubic yard of (TV) s/16
d. SEISMIC LOADING Per RS-9-6 concrete, and no more than 5 1/2 gallons of water are =
per ba `Q a
New York State Bldg. Code used p g of cement.
Cq
3. STRUCTURAL STEEL g. All concrete shall contain 4% to 6% air content. US fta"'
a. All structural steel shall conform to the AISC 6 N. METAL DECK M `� 1
"Specifications for Structural Steel for B1=E-10uildings", E
�
9th Edition, and all current supplements. ' 3/1g, 1"x3 1/211x9" Lirtrng Lug g
a. All floor deck to be galvanized deck, of the size and 4 - 3/4" Std.Hex nut (typ) Rarer E J
indicated on the drawings. Floor deck to be 11/2" x 20 Ga.
b. All steel shapes and plates shall conform to ASTM A36. as manufactured by United Steel Deck
Lift ins LuaQ Arranci� _
c. All welding electrodes shall be E60XX or E10XX. b. All deck to be placed continuously over two or more spans Scale: 1" = 1'-0" m
except in areas where there is only one span. 'Q
d. All welding work and inspection shall conform to AWS Di.l - 92. W12 X n PL 1-1/2"x 1-1/4"x m'15-1r2"
c. All deck is to be fastened to its steel supports with 93 3
e. Floor Frame shall be cleaned as per SSPC SP2 Mand ToolA3 inch dia. pnuematic fasteners ( X-EDNI9THQ-12-M
Cleaning, or SSPC 5113, Power Tool Cleaning and be manufactured by WILTI )or with a 1/2" dia. puddle weld K
painted with a primer which conforms to SSPC paint 13 at each low cella all purlins. The side laps of the deck
red or brown one coat shop paint. are to be Joined by No. 1 x 1/16" pan head screws a y } o
3'-0"o.c.max. or to be Joined by 1/2" long stitch welds a
4. FOUNDATIONS at 2'-0" o.c. - g
turn - x
a. The allowable soil bearing pressure used in design ofd. All around the periphery of the decks a 16 gage deck
the foundations is 3000 psf. This needs to be closure shall be provided. This closure shall also be N $
confirmed at each site by the Engineer. provided at the ends of all decks changing direction of "
span.
9 /2"
Lifting Lug Elevation
o _
Scale: 1" = I'-0"
xOA�®� II
W12 X 22 N v ° .046" X04
-� OF N
4" composite cont. slab on03 rebar s 18" O.G.
1 1/2" 20 g . floor deck —� Ea. Way, Typ.
M M
X X X X X
�Do � ���
m ,
2" 2"
T int. ur l ins T . 6 end ur l ins '
Fu 1[
web p yp p =q 3
1/4 1/4 4 lifting points I ,s p�
N N
a rs v
W12x22 -s 3�_ tsL =.
�
- o a
1 Floor Framing Man \-Typ- lift point l 4 ) a
Scale. 1/4 0
M
_3 21 - Panels g 16" o/c = 28'-0" typ.
I T ical
1/8 1 1/2 -12 all seams m , flo
9
- O I � � � 0 Ol •�
N o 12 gga. bent metal roof panel
w/.bO Mil. EPDM (over) x LL '
x
2 3 Roof overhang (typ.) - $
I
2 Roof Framing Plan 5 - 2
KR4*.
�� a Nl► O 6�4gi����
slope 4 per ft. ®�.N��
Use Clips 311 6 12 ga. Bent 6tl. 3 a1 �ii �e
fs�
As Required o ° $w
3/16 Panel a 16" o.c. $ e t 1%
—Ell
1/411 A �typ) o dui v
12 CSA. Bent steel panel 12 GA. Bent steel panel $ H
X24 O.C. 624 O.C.
II
Wall Panels shall be V-10" N.P. 93
n a
Puddle Weld
580 6 Inside Panel Rib (Typ.) y
Stl. Panel (Only) 4" composite conc. slab 4" composite conc. slab
to Track /4 4
11/2 20 ea. meta I deck 1 1/2" 20 ga. meta I deck
Wa I I Panels
to W12 Beam 3/16 1 1/2-12L �
e
EA. W.
WS W12 beyond e g
x �
conc. caissoncenter on web s
4 a
6
" "
or pier (see
3/16
a e a �' d
F-I dwg.)
5ection 5ection (Transvere,e)
2 Scale: P = V-O" _
i