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HomeMy WebLinkAbout26254-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27043 Date: 04/14/00 THIS CERTIFIES that the building MONOPOLE Location of Property: 415 ELIJAHS 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 JANUARY 5, 2000 pursuant to which Building Permit No. 26254-Z dated JANUARY 7, 2000 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 EQUIPMENT CABINET, ICE BRIDGE AND CO-LOCATE AN ANTENNA ARRAY ON AN 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/A PLUMBERS CERTIFICATION DATED N/A ut rized 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. 26254 Z Date JANUARY 7, 2000 Permission is hereby granted to: W BAXTER(OMNIPOINT COMM. ) 415 ELIJAHS LA. MATTITUCK,NY 11952 for AN EQUIPMENT CABINET ICE BRIDGE & TO CO-LOCATE AN ANTENNA ARRAY ON AN EXISTING MONOPOLE. at premises located at 415 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 011 . 003 pursuant to application dated JANUARY 5, 2000 and approved by the Building Inspector. Fee $ 150 . 00 Author z d Signature ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 17 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly 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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming po QO-- Aese ory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Bui fine•- -100 3. Copy of Certificate of Occupancy - •25r, 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . , , , , , .April . . . 2000. . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . . . . UY4W Pre-existing RaUtdxlatx�. monolaole. X . . . Location of Property. . ,415 Eli jah: s Land and Route 25 Mattituck House No. Street Hamlet Onwer or Owners of Property. ,Wi . .. . . J. Baxter. Jr. County Tax Map No 1000, Section. . . . . . . . . .Block. . . . 0 ! . .Lot. , , 011 :003 Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . 26254-Z 1 /7/00 Omni oi . . Communications Permit No. 62.5. . . . . . . . . . .Date Of Permit. . . . . . . . . . . . . . . .Applicant. . . . . P . . . . . . Comm . . icati . . . . Health Dept. Approval. . . . . . . . . . . . . . .. . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . , ,11 /22/00 X Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . . 50D0 Fee SubInitted: $. . . . . . . . . . . . . . . . . . . . . . . . . . . . . uro APPLICANT Real Estate Manager, Omnipoint Comm. OMNIPOINT® OMNIPOINT COMMUNICATIONS INC. 11 High Point Drive,Wayne, NJ 07470 (973)686-6500 Fax(973)872-5192 April 10, 2000 Via Federal Express Town of Southold — Building Department Town Hail, 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 phone: 631-765-1802 RE: Building Permit#26254-Z To whom it may concern, Enclosed please find the signed and completed Certificate of Occupancy application form and $50.00 fee per the attached letter dated 3/28/00 in reference to Building Permit #26254-Z (new telecommunications antennas on pre-existing monopole). Per my telephone call to the Town last week, these are the only requirements for our Certificate of Occupancy. Thank you for your assistance. If you have any questions please feel free to call me at 973- 872-5126. Sincerely, Jeffrey J. Cook cc: file o��gpFFO(,�CO o G��Town Hall,53095 Main Road p Fax(516)765-1823 P.O. Box 1179 Telephone(516)765-1802 Southold,New York 11971-0959 dor � dao BUILDING,DEPARTMENT. TOWN OF SOUTHOLD � . APS r March 28, 2000 (� Omnipoint Communications, Inc. "�� 11 High Point Dr. Wayne, NJ 07470 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $50.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 26254-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. FIELD_INSPECTION REPORT DATE _ COMMENTS=====__________--_ it II II H FOUNDATION ( IST) -- —' --- Ilj —_ ---- IiIt It - FOUNDATION (2ND) t - 17-- It----- -- -- --�1 � II ROUGH FRAME 6 p �I if----- it - PLUMBING lf--- p It �� JI I II INSULATION PER N. Y. it y STATE ENERGY n CODE u------11 ii =n w y II jj FINAL 0�/o � n ADDITIONAL COMMENTS: pd Al H Q 0 z � c� ro H C:\NfmWork\611b\611B_A-COVER,dwg Dec 27,1999 - 8:41am RSanthouse MATTITUCK MONOPOLE DWG.: TITLE: ELIJAH'S LANE AND ROUTE 25 A-1 KEY PLAN AND SITE LAYOUT MATTITUCK, NEW YORK A-2 EQUIPMENT LAYOUT SEARCH AREA: SOUTHOLD A-3 ANTENNA ORIENT, AND ELEVATION q SITE I.D. $: LI-13-�68-C A-4 EQUIPMENT ELEVATION A-5 CABLE TRAY DETAILS LOT#: 11.3 BLOCK#; 4 ZONING DISTRICT: LB MAP#: A-6 UNISTRUT FRAME A-7 SLAB MOUNT DETAILS r' A-8 ICE BRIDGE ELEVATION A-9 ICE BRIDGE DETAILS A-10 ANTENNA MOUNT DETAILS Q A-17 OMITTED �Q , .. A-12 CONCRETE NOTES A-13 GENERAL NOTES It OF 31 A-14 GENERAL NOTES 12 OF 31 A-15 GENERAL NOTES 13 OF 31 A-16 MATERIAL LIST ` E-1 GENERAL INFORMATION E-2 SERVICE PLAN E-3 GROUNDING PLAN E-4 RISER E-5 GROUNDING DETAILS E-6 GROUNDING DETAILS E-7 GROUNDING DETAIL Fl ! x�rt;: ciCO aD ERT DIRECTIONS TO SITE _ Long Island Expressway to Route 25 East, on corner of Elijahs Lane and Main Rood (Route 251. k 41- Cole fiOF w� 0602 ALE: Revt-RSo 12/16/99 NORTH — SITE LOCATION MAC' NONE ARLNET PROJECT N0, PL r GATE A99,516.611BDWe 11/24/99 M���L—q�I CLCCTRICAL ENGINEER. 'I I` DLa ASSOCIATES,INC. CIVIL ENGINEER LE\�❑ ARC IJ V L�� V�V Elecificol/MEchanical V C.oGulimg Emeen Wanam .7 J A R C H I T E C T S, 1 N C. STRUCTURAL ENGINEER. 670 M 011 ""S Street, Building 2, Holmdel, NJ 07733 Te1: 732.739.3200 Fax: 732.739.0440 © copyright 1999 by Ml Architects, Inc. C;\Nfnj oe\611b\611B_A-01,dwg Dec 27,1999 - 8:42am RSonthouse ELIJAH'S LANE NOTES: 1. CONTRACTOR TO LOCATE AND MARK-OUT ALL UNDERGROUND UTILITIES (BOTH PUBLIC AND PRIVATE) EXISTING EXISTING UTILITY POLE AND STRUCTURES THROUGH THE USE OF A GRAVEL LOCATING SERVICE PRIOR TO ANY EXCAVATION ACCESS DRIVE EXISTING BUILDING (TYPICAL) WORK. HAND DIG IN AREAS OF EXISTING UTILITIES AND/OR STRUCTURES. NEW UTILITY POLE (SEE 2° FOR A LIST OF ITEMS SUPPLIED BY OTHERS ELECTRICAL DRAWINGS) SEE MATERIAL LISTS, DRAWING A-16, 3. TRUE NORTH TO BE VERIFIED BY RF ENGINEER i ------ _ I EXISTING TELECOMMUNICATIONS COMPOUND I (�------------ � A-1 KEY PLAN APPROXIMATE NORTH A-1 SCALE: NOT TO SCALE d°a v d EXISTING dAg s VEGETATION EXISTING WAREHOUSE ---------------- EXISTING PAVED PARKING AREA EXISTING 6'-011'- HIGH CHAIN EXISTING COMPOUND SUFACED LINK FENCE WITH GRAVEL EXISTING AT&T EQUIPMENT BUILDING EXISTING 101-0"`- WIDE DOUBLE GATE EXISTING 1001-011s HIGH VALMONT L—__—__—__----__—__—__—__J MONOPOLE NEW ICE BRIDGE )SEE DRAWINGS A-8 AND A-91 EXISTING NEXTEL EQUIPMENT SHELTER EXISTING ICE NEW NORTEL 58000 EQUIPMENT BRIDGE CABINET WITH SUBBASE MOUNTED ON CONCRETE SLAB i'- ---- — — ISEE DRAWINGS A-2 AND A-41 ( 1 I �5 '�`Pz1hJ�GERT I I iF�hf I I �/C�,r�q 1 0 1 1 q A, ,- ;,:r Ez *t.X;.>�` �----------------- EXISTING SHRUBS 1 SITE LAYOUT (TYPICAL) OF- N _W A-3 A-1 SCALE: 1/1611 - 11-011 NY # 010502-1 ❑♦❑ KEYJ'PLAN & SITE LAYOU Add.... OPOLE MA q�HIgUCK MOND ROUTE 25 ❑M❑ ARCH C�4 A R C H I T E C T S. I N C. 11.m MATTITUCK NY, C eearcM1 Aro: a 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCS SOUTHOLD Rev1-RSo 12/16/98 Tel: 732.739.3200 Fax: 732.739. 44 RL,LMQ ARCNET Prop..NoDme: LI-13-158-C Dm. ,N. DWa A99.506.6118 RSo 11/24/99 AP CLIENT: DATE: © copyright 1999 by ARCHWArchitects, Inc. G\Nfn Work\611b\611B_A-02,dwg Dec 27,1999 - 8:39am RSonthouse 1'L 191-011. EXISTING COMPOUND SURFACED WITH GRAVEL NEW COAXIAL 19'-011 CABLES ICE BRIDGE (TYPICAL) ROUTED ALONG 11rL 8'_011 81-011 ICE BRIDGE (SEE DRAWING A-91 O p O O O! O O NEW ICE BRIDGE (SEE " o I DRAWINGS A-8 AND A-91 Z4 NEW UTILITY EQUIPMENT MOUNTED ON UNISTRUT o0 00 o Q FRAME (SEE DRAWING A-61 0 0 ci = w NEW COAXIAL CABLES (TYPICAL) IN COVERED CABLE TRAY (SEE DRAWING A-51 3T EXISTING 1001-0116 HIGH Fo I VALMONT MONOPOLE m�+ o> 411 NEW NORTEL 58000 EQUIPMENT CABINET WITH SUB-BASE MOUNTED ON CONCRETE SLAB (SEE DRAWING A-41 �r cam' W 12" 51.611 EXISTING 6'-0114 HIGH CHAIN LINK FENCE SLAB 1 A-4 EQUIPMENT LAYOUT Qo� G�9a��1 A 2 SCALE: 1/411 = 11-011 N9��d0 NE`4g Qj NY 6 010502-1 �n Drc ng rni., Pn„ MATTITUCK MONOPOLE OooO ARC IJV IFFEQUIPMENT LAYOUT Md,... ELIJAH'S LANE AND ROUTE 25 W ARc AITECT5, 1NC. ai.m MATTITUCK, NY s....h Ar..: Rev1-R5o 12/16/99 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs 50UTHOLD Tel: 732.739.3200 Fax: 732.739.0440 se.1D N.. P.C.. PL.Lhkd h ARCNET Pr.lm1 N. Drown Ome. LI-13-058-C Drawing N.. DWe ❑ A99.506.6118 RSo 11/24/99 APPrD A'2 CLIENT: DATE: D copyright 1999 by MCVFL Architects, Inc. QL\Nfn/WoMc\611b\611B_A-03.dwg Dec 27,1999 - 8:39am RSanthouae TOP OF EXISTING MONOPOLE _ EXISTING PANEL ANTENNAS ITYPICALI 100'-0"� ABOVE GRADE LEVEL APPROXIMATE NORTH NEW ICE BRIDGE IBELOWI EXISTING WHIP ANTENNAS (TYPICAL) 30. SECTOR i EXISTING 100'-011= --ww HIGH VALMONT MONOPOLE 150 SEC OR �, TOP OF NEW ANTENNAS NEW DUAL-POL ANTENNA, EMS 65'-0"� ABOVE GRADE LEVEL 270°� RR90-17-OODP WITH DOWNTILT SECTOR BRACKET SET @ 0 (TYPICAL OF 31 FLUSH MOUNTED TO EXISTING MONOPOLE (SEE DRAWING A-101 P ANTENNA ORIENTATION A-3 SCALE: 1/431 = 1'-0" i i NEW COAXIAL CABLES [TYPICAL) ROUTED WITHIN EXISTING MONOPOLE EXISTING BUILDING (BEYOND) i NEW ICE BRIDGE (SEE DRAWINGS A-8 AND A-9) NEW NORTEL 58000 EQUIPMENT CABINET WITH SUB-BASE MOUNTED ON m CONCRETE SLAB ISEE DRAWING A-41 ' 9 d GRADE SOUTH ELEVATION SCALE: 1/1631 = p-Ou 2 NOTES 1. EXACT LOCATION/AVAILABILITY OF ENTRY AND EXIT PORTS TO BE CONFIRMED IN FIELD 2. TRUE NORTH TO BE VERIFIED BY RF ENGINEER 3. EXISTING PENCE NOT SHOWN FOR CLARITY t NY # 010502.1 •°P MATTITUCK MONOPOLE 00 E]E] ARC[�]C4 SOUTH ELEVATION Atltlree.' ELIJAH'S LANE AND ROUTE 25 A R c H i T E c T s, i N a, aIa:n 1 MATTITUCK, NY s.°rrn Ara° Revt-RSo 12/16/88 North Beers Street, Building 2, Holmdel, NJ 07733 OCs SOUTHOLD Tel:el: 732.739.3200 Fax: 732.739.0440 se.io N°; R.memn s° ome: PC: P6 GNkE, tl ARCWT Proiap No. Orawrt Oala LI -158-C Dr°wm /No� DWe ❑ A99.506.611B RSo 11/24/99 A,ZM BT: DATE: RA-3 © copyright 1999 by ARCRIXT Architects, Inc. C.\Nf Work\611b\611b_A-04.dwq Dec 27,1999 - 8:40am RSanthouse NOTE: VERIFY EXACY HEIGHT OF EXISTING MONOPOLE ENTRY PORT IN FIELD NEW COAXIAL CABLES (TYPICAL) ROUTED UP AND ALONG ICE BRIDGE ISEE DRAWINGS A-6, A-8 AND A-81 NEW UNISTRUT FRAME FOR ELECTRIC AND TELCO EQUIPMENT (SEE DRAWING A-6) 0 a NEW COAXIAL CABLES (TYPICAL) IN COVERED CABLE TRAY ROUTED ALONG CONCRETE SLAB (SEE DRAWING A-5) I I 0 I I o ? z NEW NORTEL 58000 EQUIPMENT CABINET ////T\��\ I I I I WITH SUB-BASE MOUNTED ON CONCRETE ,' `� r2 I 1 i v > SLAB WITH 1/2310 HILTI HIT HY-150 SYSTEM WITH 3 1/211 EMBEDMENT ' ` I I I I a � 1 I I o NEW 5'-6"x10'-O11x12° THICK CONCRETE �� �� A-5 I J I ~ SLAB (SEE DETAIL 2/A-41 -l ac it x )S 4E63p� ..* EXISTING COMPOUND I °g ° °° - `---=----t `tr-_-- SURFACING i EXISTING SOIL EQUIPMENT ELEVATION A-4 SCALE: 3/8" 1'-011 EXISTING COMPOUND SURFACING �r o NEW 5'-6°x10'-OUx12" THICK 4000 PSI CONCRETE SLAB WITH 2 LAYER 6x6, 6/6 �,,, . WELDED WIRE FABRIC 131' P LJIyFy�� CLEAR COVER) d 8cb cb V� NEW 411 THICK LAYER OF ,� O OOO COMPACTED 3/411 CRUSHED � STONE EXISTING SOIL 01 06(i OFNCONCRETE SLAB DETAILS A-4 SCALE: 111 P-0" NY M 010502-1 0' MATTITLICK MONOPOLE nI� s O�O ARCC�]�� EQUIPMENT ELEVATION All.... ELIJAH'S LANE AND ROUTE 25 A R C H 1 T E c T S. 1 N C. cu°m MAI I I I LID, NY ss°rm A... Rev1-R8o 12/16/88 670 North Beers Street, Building 2, Holmdel, NJ 07733 005 SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 s".1D N. ac.: P.c.coxa a y Artc"cT V..i.n x. ❑em% LI-13-158-C Dr—,N ADO �-4 DWe A99.506,6118 RSo 11 24/99 CLIENT: DATE: © copyright 1999 by AACHIVU Architects, Inc. C,\NfmWork\611b\6IIB_A-O5,dwq Dec 27,1999 - 8:40am RSanthouae THOMAS & BETTS STANDARD COVER CLAMP (INSTALL AS PER MANUFACTURERS RECOMMENDATIONS) THOMAS & BETTS FLANGED SOLID CABLE TRAY COVER THOMAS & BETTS CABLE TRAY MODEL (AL2-7)-12-LO9-144 (21-011 LONG) A?5 EQUIPMENT CABINET NEW COAXIAL CABLE (TYPICAL) SECURED TO RUNG WITH MANUFACTURERS RECOMMENDED CABLE TIES SECURE TO CONCRETE SLAB WITH (2) HILTI-HIT HY-150 SYSTEM WITH 2" EMBEDMENT. I- < ----- ----------- _- --- ----- --�--_ ---- -----E—�--�--------------- -- __- ------ 4 CONCRETE SLAB (�j:) CABLE TRAY ELEVATION THOMAS & BETTS FLANGED A-5 SCALE: 3" = 1'-0" SOLID CABLE TRAY COVER 1'-0" THOMAS & BETTS STANDARD THOMAS & BETTS COVER CLAMP (INSTALL AS CABLE TRAY MODEL PER MANUFACTURERS (AL2-7)-12-LO9-144 RECOMMENDATIONS) (2'-0" LONG) McMASTER-CARR GALVANIZED INSULATED LOOP CLAMP WITH SILICONE CUSHION TYPE 304, NEW COAXIAL CABLE PRODUCT# 3225T62. (TYPICAL) SECURED TO RUNG CONCRETE SLAB WITH MANUFACTURERS RECOMMENDED CABLE TIES ROB ®®®®®®® ri 41 Iwo SECURE TO CONCRETE SLAB WITH (2) ABLE TRAY SECTION SYSTEM HY-150 t , Cpyn';���."° 2 SYSTEMM WITH 2" SCALE: 3" = 1'-0° EMBEDMENT. - NY # 010 010502-1 Dr°w.^,T"'•. Pr°'°" MATTITUCK MONOPOLE ❑�❑ ARCHRU CABLE TRAY DETAIL Aaer... ELIJAH'S LANE AND ROUTE 25 A R c N I T E a T s, i N C. cu.^. , MATTITUCK, NY beorcl:Area 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs So. 10 No IM Tel: 732.739.3200 Fax: 732.739.0440 —�P.C.: P.C.DM1kd ARCNET Pra,eb No. Drown Dob LI-15-158-C Pmwm No. DWe ❑ A99.506.611B R5o 11/24/99 APP CLIENT: DATE: RADS © copyright 1999 by ARCHRVArchitects, Inc. CANfrr or \611b\611B_A-06.dwg Dec 27,1999 - 8:40am RSanthouse 1 ICE BRIDGE SUPPORT POST A-5 ISLE DRAWINGS A-7 AND A-81 CAP (WELD ALL AROUND) GALVANIZED STEEL P1000 i i11 UNISTRUT (TYPICAL), LOCATE AS = - ---I REQUIRED TO MOUNT EQUIPMENT ---� AND CABLES ELECTRIC AND TELCO EQUIPMENT MOUNTED TO UNISTRUT FRAME (SEE ELECTRICAL DRAWING) ATTACH CABLES TO UNISTRUT USING ANDREW o SNAP-IN CABLE CLIPS z COAXIAL CABLE (TYPICAL OF 6) cV I I SECURE UNISTRUT TO SUPPORT J �n POSTS USING 1/2"0 HIGH -- STRENGTH A325 U-BOLT CL (TYPICAL OF 2 PER UNISTRUT( A i i J 3 1/2110 (NOMINAL DIAMETER) cam' SCHEDULE 40 PIPE (51-2" LONG) - -_ MOUNTED ON CONCRETE SLAB (SEE DRAWING A-71 1/2110 JUMPER CABLES FROM COAXIAL CABLES TO UNIT 2 1 A-6 A-7 MOUNT PLAN CABLE TRAY SECURED TO A'6 SCALE: 111 = 1'-01' CONCRETE SLAB ISEE DRAWING A-S) a p . p GRADE 2 MOUNT ELEVATION CONCRETE SLAB (SEE DRAWING A-41 A-6 SCALE: 111 = 1'-011 BA r qP L✓[/.. `�/A 1,USE UNISTRUT NUTS BOLTS AND HARDWARE ON ALL MDQ C�c� CONNECTIONS. 2. INSTALL PER UNISTRUT 3 PART SPECIFICATIONS. 9. CABLES TO BE SUPPORTED VERTICALLY 0 41-011 ON CENTER MINIMUM, OLP4. PROVIDE 9/4110 HOLES 0 UNISTRUTS FOR SNAP-IN CLIPS 9A�q�oloe°2 p`2' F0N�`1� y NY # 010502.1 MATTITLICK MONOPOLE 9 ❑�❑ ARCHMU UNISTRUT FRAME Atltl".., ELIJAH'S LANE AND ROUTE 25 A R C H I T E C T S. i N C. a.", 1 MATTITUCKI NY A... Revt-RSa 12/16/99 670 North Beers Street, Building 2, Holmdel, NJ 07733 oCs.ar.h S 50UTHOLD Tel: 732.739.3200 Fax: 732.739.0440 914.ID N Rwmi.n N.. 0°ie P.G: P,G.Ghktl: k. ARCNET Projn,No Drvwn Oa. LI-13-15B-C Drawn No. �+ DWe A99.506.6118 RSo 11/24/99 APPCLIENT: DATE: 9A 'V © copyright 1999 by AR00997 Architects, Inc. C;\NfraWork\611b\611B_A-07.dwg Dec 27,1999 - 8:40ann RSanthouse gn I 1 1 I I A-7 I 1 I 1 3-1/211 NOMINAL DIAMETER ccz�pj O O SCHEDULE 40 STEEL PIPE 1 (TYPICAL) 1 I 1 1/2"m HILTI-HIT HY-150 WITH 3/16 4-11411 MINIMUM EMBEDMENT i i CONCRETE SLAB Q'i O (INSTALL PER MANUFACTURER'S SPECIFICATIONS) - TYPICAL "1".. ° . °OF 4 I •< `i H911x 11x1/2" THICK GALVANIZED °" lLI STEEL PLATE WELDED TO PIPE lJ LI, 2 - • •• n A-7 SLAB MOUNT PLAN (�E) SLAB MOUNT ELEVATION A-7 SCALE: 1 1/211 = 1'-011 A-7 SCALE: 1 1/211 1'-011 771 OFNFv� NY f 010502-1 Drawn,TN, Pr°1111 MATTITUICK MONOPOLE (]07(] ARCHlC u 5LA6 MOUNT DETAILS A411— ELWAH'S LANE AND ROUTE 25 A R C H I T E C T s, i N o, ai.m MATTITUCK, NY 1 Srcn Arcc 670 Beers Street, Building 2, Holmdel, NJ 07733 OCs ca80UTHOLD 732. Tel: 732.739.3200 Fax: 732.739.0440 � sn.ID x° re°o,mA rvo. Dm. LI-13458-C P.C: P.0 Lhtak ARCNET Pro,ecl Na DrNo. DWe ❑ A99,506.611B RSo 11/24/99 �PCLowi�IENT: GATE: A-7 © copyright 1999 by ANCHEV Architects, Inc. C_\NfrpWork\611b\611B_A-08.dwg Dec 27,1999 - 8:40am RSanthou8e 2 CAP (WELD ALL AROUND) 3 A-9 A-9 6 1/211014/8" THICK PLATE 3 1/2110 (NOMINAL DIAMETER) WELDED TO L ANGLE SCHEDULE 40 PIPE 181-0" ON SUPPORT CENTER MAXIMUM SPACING) L 3110"x1/4" 1/2110 HIGH STRENGTH I 1 U-BOLT (TYPICAL) I I 811x6 1/2110/811 THICK PLATE WELDED TO SUPPORT ' ANGLE -- --------- — SECURE GRIP STRUT TO 21144" McNICHOLS Co. GRIP VERTICAL PIPE USING 1/2110 STRUT SAFETY GRATING HIGH STRENGTH U-BOLT Li 1 A-9 .1.VERIFY EXACY HEIGHT OF EXISTING MONOPOLE ENTRY PORT IN FIELD, ICE BRIDGE HEIGHT TO MATCH 2, SEE DRAWING A-7 FOR SLAB MOUNT DETAIL GRADE N F `� m Z x 11-0"0 CONCRETE FOOTING ae PA ERT ULJ(/�cC9/J�� J) L �� ICE BRIDGE ELEVATION q�gyOD}oyBL SCALE: 1/2" = 1'-0" �0 N , NY # 010602-1 ♦❑ (fin ICE BRIDGE ELEVATION Pr<°° MATTITUCK MONOPOLE T� F ARCH Atl °°' ELIJAH'S LANE AND ROUTE 25 A R c N i T E c T S. i N c. clam: MATTITUCK, NY ScamM1 Arew 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 ^ sn>10 No, na�°axo Dm. ��P.C. PL.LM1ktl Axcxer vr.,cn xo. Draw,. Dm.. LI-13-158-C Dr=w::, N. DWe ❑ A99.506.6118 RSo 11/24/99 APPCLIENT. DATE: 9A'C7 © copyright 1999 by ARCHIRU Architects, Inc. CANf1`Wock\611b\611B_A-09.dwy Dec 27,1999 - 8:40am RSanthouse H SERIES HEAVY DUTY STRUT GRATING 2'-011 WIDE 21-pn STRUT GRATING 3/8"0 HOT DIPPED GALVANIZED THREADED ROD 3" TYPICAL UNISTRUT P1000 HS OR APPROVED WAVEGUIDE EQUAL MOUNTED 3'-0" � MAXIMUM ON CENTER a � w J U UNISTRUT MOUNTED TO THREADED ROD USING HIGH STRENGTH HOT DIPPED GALVANIZED NUT AND WASHER BOTH 2'-0" SIDES (TYPICAL) UNISTRUT COAXIAL CABLES ATTACHED TO CABLE ROUTING AT ICE BRIDGE WAVEGUIDE WITH SNAP-IN HANGERS 1 A-9 SCALE: 1 1/211 = 1'-0" 6 1/211 6 1/2" 1,_'j,�4 1/2"� 1n �4 1/2111 1n 112°o HIGH L 3°x3"x1/4" STRENGTH U-BOLTS aTT DIAGONAL BRACE a = n N L 3°x3"x1/4" ® DIAGONAL BRACE /2"o HIGH `- STRENGTH U-BOLT 2 PLATE DETAIL 3 PLATE DETAIL A-9 SCALE: 1" 1'-0° A-9 SCALE: 1" 1'-0n NOTES: 1. ALL STEEL MEMBERS SHALL BE HOT-DIPPED ERT GALVANIZED u. y Ul'J�/y,.� 2. ALL POSTS SHALL BE GROUNDED TO THE ICE CABLE DIAMETER FPt U�.y, q� BRIDGE WITH �a :1\ ONE TINNED SOLID COPPER f2 AWG GROUND WIRENOMINAL ACTUAL 3. ALL CABLES ROUTED HORIZONTALLY TO BE 7/8° 1.12° * ; )1 SUPPORTED AT 3'-0" ON CENTER MAXIMUM i i!4" 1.5811 4. PROVIDE 9/4'4 HOLES 0 UNISTRUT FOR SNAP IN cP 1. ;;;7vr'r CLIPS 1 5/8° 2.015" - IC Otp>i or NY # 010502-1 °ra g T"'°' MATTITUCK MONOPOLE °o P°o ARCHM"T ICE BRIDGE DETAILS Aaar... ELIJAHS LANE AND ROUTE 25 A R c H i T e c T S. i N c. cu.n� MATTITUCK, NY 6-10 A- 670 North Beers Street, Building 2, Holmdel, NJ 07733 �, OCs rea SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 fin.10 e.., Pc.. e Pc.cnrea. AacxeT P1.*1 no om. LI-13-158-C oa. ell�� DWA99,506,6118 RSo 11/24/99 APPr-al By CUENT' DATE: © copyright 1999 by ARCHMU Architects, Inc. C:\NfmWoj\611b\611B_A-1O.dwq Dec 27,1999 - 8:40am RSanthouse 2 NEW DUAL-POL ANTENNA, EMS -10 RR90-17-000P WITH DOWNTILT BRACKET SET @ 01. (TYPICAL OF 31 EXISTING 1001-0°! 300 HIGH VALMONT MONOPOLE SECTOR VALMONT TRI-BRACKET ASSEMBLY APPROXIMATE NORTH (SEE NOTE #11 WITH (31 TRI-SECTOR ADAPTER KIT, --� VALMONT MODEL 81865 150° SECTOR 2 1/2110 SCHEDULE 40 270, GALVANIZED PIPE, T-0" LONG, SECTOR VALMONT B1416 (TYPICAL OF 3) 1 ANTENNA MOUNT (PLAWORIENTATION) A-10 SCALE: 1/4" = 1'-0" NOTES: 1. CONTRACTOR TO VERIFY POLE DIAMETER AT REQUIRED ELEVATION FOR ANTENNA MOUNTING BRACKET 2, EXACT LOCATION/AVAILABILITY OF EXIT PORTS TO BE CONFIRMED IN FIELD 2 1/2"0 SCHEDULE 40 GALVANIZED PIPE, 7'-0" LONG, EXISTING 1001-0112 VALMONT 81416 (TYPICAL OF 3) HIGH VALMONT MONOPOLE TOP-0"!OABOVE GRADE LEVEL NEW ANTENNAS 65' NEW DUAL-POL ANTENNA, EMS RR90-17-OODP WITH DOWNTILT VALMONT TRI-BRACKET ASSEMBLY BRACKET SET @ 0°. ISEE NOTE #11 WITH (3) (TYPICAL OF 31 TRI-SECTOR ADAPTER KIT, VALMONT MODEL 81865 1/2"o JUMPERS (TYPICAL) BUTTERFLY HANGER WITH STAND-OFF KIT (AS REQUIRED) EaDRA RT COAXIAL CABLES ROUTED WITHIN MONOPOLE AND OUT ®4' AUL J(/FyC/ THROUGH EXIT PORTS (SEE NOTE #2) * z ANTENNA MOUNT )ELEVATION) N9�pg0010?, ("37 A-10 SCALE: 1/4" = I'-On o' NY # 010502-1 (�(�(� sT ' MATTITUCK MONOPOLE o�o ARC tJV L�4 ANTENNA MOUNT DETAILS AW,...' ELIJAH'S LANE AND ROUTE 25 A R C H I T E C T s, I N C. Q." MATTITUCK, NY s..r.n Ar..: Revi•RSo 12/16/98 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs SOUTHOLO Tel: 732.739.3200 Fax: 732.739.0440 n.Io x.: N.Nemn N. oa., C: P0.CM1ka AlMeT Prapd LI-13-758-C N. Urawrc Om. "ra ,N. PDWe ❑ A99.506.6118 RSo 11/24/99 APPCLIENT: i DATE: A- 10 @ copyriight 1999 by AROPOUTArchRects, Inc. Cc\NT Work\611b\6118_A-11.dwg Dec 27,1999 - 8:40am RSanlhouse 411x4"x4'-0II PRESSURE • TREATED BEAM @ REAR 2 I I I I • • I 1 I I 1 1 4'-O"x5'-0"x3/4" PRESSURE TREATED PLYWOOD. [BOTH SIDES) (TYPICAL OF 2( O 2"x6"x4'-0° PRESSURE TREATED ° WOOD @ FRONT (ALIGN WITH BOTTOM EDGE OF PLYWOOD( 1 I I I I I I 1 I I I I I I I 1/2110 THRU BOLT WITH 1 o WASHERS 150TH SIDES( o (TYPICAL @ 11 LOCATIONS( GRADE - 3 A-11 PRE RE ED WOOD S ENG D IN CONCRETE A OF 3)D WIT GALVANIZED SHEET.' ETA (TYPICAL OF 3( 4110 SONOTUBE ENCASED CONCRETE 511 GRAVEL BASE 1 1' 4" REAR VIEELEVATIONS W A-11 SCALE: 3/8° 1'-0° 4'-011 411 411X41-011 PRESSURE 11-3 3/411 1'-3 3/411 TREATED BEAM @ REAR 4'-O"x5'-0"x3(4" PRESSURE r-----� TREATED PLYWOOD. (BOTH ES( (TYPICAL OF 2( 0 211 4'-011 PRESSURE NEW TR ED WOOD @ FRONT ( TELCO 1 2 SECTION (ALIG WITH BOTTOM EDGE 1 ENCLUSURE OF PL ODD) FRONT VIEW I 1 A-11 SCALE: 3/ -0' 11 URE TREATED I I co STS ENCASED N RETE CAPPED WITH1 L ALVANIZED SHEET METAL __---J O��Q 't' ,• (TYPICAL OF 3) 2 s� EXISTING GRADE r P r4 0001° 3 SECTION A-11 SCALE: 3/811 = P-0" NY d 010502-1 O�o ARCG�M4 FIBER BOARD DETAILS Aadr—.. MAJAHS LANECK ANDORO TE 25 OrA R a H I T E a T S, I N c. co.m1 MAI MUCK, NY Search Ar" 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 ^ s1.Io No ree,•,•o N• om•: P.c. cnxa,: c a.n Aecxer Fn,.d N• Drawn om, LI-13-158-C orawm No. DWe A99.506.6118 R5o 11/24/9911 APVCUENT: DATE: IL 9A-11 @ copyright 1999 by AR0503V Architects, Inc. CANfmW0r \611b\611B_A-12,dwg Dec 27,1999 - 8:40am RSanthou>e CONCRETE NOTES FOUNDATION 1. ALL FOOTINGS SHALL BEAR ON SOIL HAVING A MINIMUM SAFE BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT. SUBGRADE SHALL BE FREE FROM ALL LOOSE SOIL AND DEBRIS. CONFIRM IN FIELD PRIOR TO PLACING FOOTINGS. 2. ELEVATIONS GIVEN CORRESPOND TO THE COMPUTED BOTTOM OF FOOTINGS AND ARE MINIMUM DEPTHS, ADDITIONAL DEPTH MAY BE REQUIRED TO REACH GOOD BEARING. ALL OVER EXCAVATED MATERIALS SHALL BE REPLACED WITH 95% COMPACTED FILL, 3/411 CLEAN STONE, OR CONCRETE. 3. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND, AFTER FOOTINGS ARE PLACED THEY SHALL BE PROTECTED AGAINST FROST. 4. FILL AND BACK FILL MATERIAL SHALL BE FREE OF DELETERIOUS ORGANIC MATTER. CAST-IN-PLACE CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE AC1 BUILDING CODE. 2. ALL CONCRETE SHALL ATTAIN 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 3. READY MIX: COMPLY WITH ACI-301 AND ASTM C-94. ALL CONCRETE EXPOSED TO THE GROUND OR WEATHER SHALL BE AIR ENTRAINED. 4, COLD WEATHER CONCRETE POURING SHALL BE IN ACCORDANCE WITH ACI-306, 5. THROUGHOUT CONSTRUCTION THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, SNOW, EXCESSIVE HEAT AND FREEZING TEMPERATURES. 6. EARLY DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BE CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE PROTECTED USING MOIST CURING OR A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE REMOVED OR FINISHING OPERATIONS ARE COMPLETE. CARE SHALL BE EXERCISED SO AS NOT TO DAMAGE COATING. 7. APPLY NONSLIP BROOM FINISH IMMEDIATELY AFTER TROWEL FINISHING. 8, CONTRACTOR TO COORDINATE REQUIREMENTS OF STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS; INCLUDING ANY AND ALL PENETRATIONS SPECIFIED, PRIOR TO POURING CONCRETE. REINFORCING 1. ALL REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL. 2. WHERE REINFORCING IS CALLED OUT IN THE CONSTRUCTION DOCUMENTS IT SHALL BE 3" CLEAR COVER (MINIMUM UNLESS OTHERWISE NOTED) 3. ALL BARS SHALL Be ASTM A-615, GRADE 60 EA T SCJ UL JUF y�� 4. WELDED WIRE FABRIC SHALL BE ASTM A-185 5. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN CONTINUOUSLY C 9.� AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT * DISCONTINUOUS ENDS. LAP SHALL BE 40 BAR DIAMETERS. al NY b 010502-1 �j MATTITUCK MONOPOLE °o °o ARCH L1 CONCRETE NOTES »> ELIJAH'S LANE AND ROUTE 25 ARCH i T E C T s, i N a. care"r , MATTITUCK, NY C 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCS SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 sn.10 No.. I.—I Aao ex" °i.m P.c: vc.cwm: Axcuer Pr.,aei x.. �0mn L[-73-158-C 0 an"/lam 1� DWe A99.506.611B RSo 11/24/99 AVP CLIENT: DATE: © copyright 1999 by AP109019VArchRects, Inc. CANfmWot\611b\611B_A-13,dwg Dec 27,1999 - 8:41am RSanthouae GENERAL NOTES; 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL STATE AND LOCAL CODES AND ORDINANCES. 2. CONTRACTOR SHALL INSTALL ALL EQUIPMENT SUPPLIED BY OMNIPOINT AS NOTED ON THE MATERIAL LIST. ALL ITEMS NOT SPECIFIED IN THE MATERIAL LIST SHALL BE SUPPLIED & INSTALLED BY THE CONTRACTOR. 3. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL. 4. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE AND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM A-36. PIPE SHALL CONFORM TO ASTM A-501 OR ASTM A-53 (GRADE B) 5. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325, THREAD EXCLUDED FROM SHEAR PLANE. 6. ALL STEEL, AFTER FABRICATION, SHALL BE HOT DIPPED GALVANIZED PER ASTM A-123. ALL DAMAGED SURFACES, WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW( SHALL BE PAINTED WITH 2 COATS OF ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODUCTS Co. QUINCY, MASS.. OR USE THERMAL SPRAYING WITH PLATTZINC 85/15 AS MANUFACTURED BY PLATT BROTHERS & COMPANY WATERBURY, CT 1-800-752-8276, 7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. S. ALL GALVANIZED PIPE SIZES ARE NOMINAL DIAMETER. (INSIDE DIAMETER( 9. CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE PURCHASE, FABRICATION AND ERECTION OF ANY MATERIAL, 10. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MISFITTING, OR NONCONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED TO THE OWNER, ARCHITECT, AND CONSTRUCTION MANAGER PRIOR TO ANY REMEDIAL OR CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE APPROVAL FROM THE OWNER. 11. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING STRUCTURES, ESPECIALLY TO ROOF. ANY ROOF WORK INVOLVING ATTACHMENT, REMOVAL OF FINISH SURFACE OR PENETRATION SHALL BE PERFORMED TO PRESERVE EXISTING, ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY A SUB CONTRACTOR PRE-APPROVED BY THE OWNER 1N WRITING, 12, MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY. (NO HAMMERING ACTION) 13, ALL PENETRATIONS TO BE PROPERLY FIRE-STOPPED WITH 3M F.S.195 WRAP STRIP FIRE-STOP AND CP25 NON-SHRINKING PUTTY FIRE BARRIER SEALANT. MAINTAIN FIRE RATING OF ALL PENETRATED SURFACES, 14. ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING CLEAR SILICONE SEALANT OR APPROVED EQUAL, SILICONE APPLICATIONS ARE TO BE TOOLED TO MAINTAIN A FINISHED APPEARANCE �. ERT 15. CONTRACTOR SHALL PROMPTLY REMOVE ANY & ALL DEBRIS FROM SITE. 16, CONTRACTOR SHALL PROVIDE A 3/411 CHAMFER ON ALL CONCRETE SLABS. o: it �C &C 0i rF OF NES NY # 010502-1 D'°"",TIN P'.J. MATTITUCK MONOPOLE ❑P❑ ARC LTJ G4 GENERAL NOTES (1 OF 31 Aaa.... ELIJAHIS LANE AND ROUTE 25 A a c N I T E a T s, I N c. cli.m 1 MATTITUCK, NY C 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCS SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 SII.ID N, Remeron No. Dmv. PC. PL cNca. e. y ARCHEI P J.tl N. D..wn Dm. LI-13-15B-C Dr. ns N.. DWe ❑ A99,506,611B Rso 11/24/99 APP CLIENT: DATE: A-13 © copyright 1999 by AACG1Cd Architects, Inc. C:\NfmWor \611b\6118_A-14.dwg Dec 27,1999 - 8:41am RSanfhouse 17. WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS, THE GENERAL CONTRACTOR SHALL PAINT ALL NEW ANTENNAS, SHROUD AND RELATED HARDWARE TO MATCH EXISTING CONDITIONS BELOW. NOTE ALL PAINT TO BE SHERWIN WILLIAMS OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED A, ANTENNA PAINT SPECIFICATIONS SURFACE PREPARATION: REMOVE SURFACE CONTAMINATION USING ALCOHOL SOLVENT. APPLICATION PROCEDURES PAINTING TO BE DONE INDOORS, 1. APPLY ONE PRIMER COAT OF POLANE 2.8 PLUS FIL D61H75 PRIMER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. APPLY ONE TOP COAT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. a. FOR CELWAVE USE POLANE "HS 2.8 PLUS POLYURETHENE" b. FOR EMS USE POLANE B OR POLANE T POLYURETHANE ENAMEL DO NOT USE THESE METAL BASED COLORS ON ANTENNAS: TURBINE ORANGE....DECIBEL ORANGE.... BETA YELLOW.... ULTRASONIC CHROME B. MOUNTING HARDWARE / CONDUIT PAINT SPECIFICATION SURFACE PREPARATION REMOVE SURFACE CONTAMINATION USING ALCOHOL SOLVENT, ETHANOL. PROPANOL, ISOPROPANOL, OR BUTANOL. A TEN PERCENT SOLUTION OF METHYL ETHYL KETONE IN WATER CAN ALSO BE USED WHENEVER STUBBORN OIL OR GREASE IS ENCOUNTERED. GALVANIZED SURFACES ONE COAT OF PERMABOND - BONDING AGENT BY CORONADO PAINT CO. #100 - 10 DO NOT LET DRY IMMEDIATELY APPLY ONE COAT OF SHERWIN WILLIAMS S-W AIOO FLAT LATEX HOUSE & TRIM, A6 SERIES. LET DRY AND APPLY SECOND COAT OF SHERWIN WILLIAMS S-W A100 FLAT LATEX HOUSE & TRIM, A6 SERIES 14 MILS WET, 1.3 MILS DRY PER COAT). C. BTS CLEARANCE LIMIT LINE DEMARCATION WHEN SPECIFIED ON CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PAINT A CONTINUOUS 4" WIDE SAFETY LINE WITH CON-LUX ROAD PLEX #17 TRAFFIC YELLOW OR APPROVED EQUAL ON THE WALKING SURFACE ADJACENT TO CABINET TO DENOTE REQUIRED CLEARANCE LIMITS TO CABINET. p D pUL JUF4C Q �9� 0 ��qT�9c 010$' ,y0@ FOF IVE`N NY If 010502-1 T""' P'°'°` MATTITUCK MONOPOLE Ll °o ARC[n�M GENERAL NOTES 12 OF 3) Aaa"eee ELIJAH'S LANE AND ROUTE 25 n H c H i T E c T s, I N c. cii.m 1 sa°.M1 A MATTITUCK, NY 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCS SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 !� sn.io no., awmw xo, oma P.L. P4 LM1kd: ARLN2T P°fem No Lro� Lm. Lt-13-758-C L�°.�" u°. DWe A99.506,6118 R5o 11/24/99 APPCLIENT.. DATE: A-14 © copyright 1999 by AACHffi7Architects, Inc. C:\NfmWonk\611b\611B_A-15.dwg Dec 27,1999 - 8:41am RSanthouae GENERAL CABLE NOTES 1. ALL CABLE CONNECTIONS TO BE WEATHERPROOFED: INCLUDING ELECTRICAL TAPE, VAPOR SEAL (BUTYL TAPE(, THREE LAYERS OF ELECTRICAL TAPE AND SCOTCH COAT (SHOWN BELOW) 211, -- `69T - �-TAPN 1 LAYER( BUTYL TAPE(ALSO KNOWN CONNECTORS AS MASTIC,TAFFY TAPE) STEP 1 STEP 2 STEP 3 1-211 211 --- - -- - - - - -- - - - - _ _� ___- VERTICAL CONNECTIONS SHOULD BE -3_ e TAPED FROM THE BOTTOM UP SO - - - - OVERLAP MOVES WATER AWAY FROM TAPE(S LAYERS IN 1 U11 TAPE,AND B� CONNECTION LAYERS IN 5/41 TAPE,ALL TAPE WITH STEP 4 NOTE MINIMUM BOR OVERLAP)COAT WITH aM ELECTRICAL TAPE ENDS TO SCOTCH COTS BE CUT(DO NOT STRETCHI 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3, ANTENNA TAGGING: A. ALL MARKINGS TO BE DONE AS PER SCHEMATIC DRAWING LOCATED ON MATERIAL LIST B. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE (NOT TO INTERFERE WITH WEATHERPROOFING) C. ALL TAPE MARKINGS TO BE DONE IN SEQUENCE FROM TRUE NORTH, WORKING CLOCKWISE. PER SECTOR RED, WHITE, BLUE MARKING, D. IN ADDITION TO TAPE MARKINGS, EACH END OF EVERY CABLE SHALL ALSO BE LABELED WITH BRASS TAGS (SUPPLIED BY OCS) INSCRIBED WITH NUMBER AND COLOR OF TAPE MARKINGS AS INDICATED, 4. ADDITIONAL COAXIAL CABLE SUPPORT MAY BE REQUIRED TO MEET COAXIAL CABLE SUPPORT SPECIFICATIONS IMINIMUM 3'-0" ON CENTERI 5. GENERAL CABLE SPECIFICATIONS LENGTH 014 DIAMETER 01' MINIMUM CABLE RUN CABLES BENDING RADIUS 3'-011, 6'-011, 81-0" AND 10'-0" SUPERFLEX „ J2 e {FSJ4-SORT JUMPER RUNS 31-0116'-0118'-011AND 10'-011 JUMPER RUNS 1/2110 (LDF4-50A) 5" 0' THRU 100'-0" 7/8"0 (LOF5-50A) 10" ROB ERT ARC 1011-011 THRU 2501-011 1 1/4110 ILDF6-50A1 }5n ��Pq PA JUFYC�/�ttk AND GREATER 7 5/8"0 (LDF7-50A) 20" * d ANTENNA CONTRACTOR NOTE: ALL LENGTHS ARE ESTIMATED, CONTRACTOR MUST 0OTOy� VERIFY EP INGHS AND ORIENTATION IN FIELD PRIOR TO FOiz D. NY # 02-1 ora.."s T,I.: Pr.*t MATTITUCK MONOPOLE DOo ARC[�n U GENERAL NOTES �3 OF 31 Aaara"' ELIJAH'S LANE AND ROUTE 25 ARCHITECTS. IN C. cn.m MATTITUCK, NY GCS-� SO 670 732. Beers Street, Building 2, Holmdel, NJ 07733 SOUTHOLD 7e1: 732.739.3200 Fax: 732.739.0440 SO.ID Na- N.m.ma Na Da.. PL P.L.Lhke: a. ARGNET PrNNo NoDrawn Dam LI-13-158-C D,w No. DWe ❑ A99.506.611B RSo 11/24/99 APPCLIEN1. DATE: A-15 © copyright 1999 by AACG7G.4 Architects, Inc. C:1NfatWor,M611b\611B_A-16.dwg Dec 27,1999 - 8:41am RSanlhouse MATERIAL LIST STANDARD ITEMS ITEM QUANTITY DESCRIPTION CABINET 1 NORTEL S8000 CABINET JUMPERS - 6 1/24 DINIMI-DINIMIx61-0" JUMPERS CONNECTORS 12 7/890 DINIM CONNECTORS CABLE 6 7/811 COAXIAL CABLES (570 FEETt TOTALI ANTENNA JUMPERS 6 1/214 DINIMI-DINIMht6'-0" JUMPERS ANTENNA 9 EMS RR90-17-OODP DOWN TILT BRACKETS 9 EMS MTG-D10-20 GROUNDING KITS 18 ANTENNA CABLE GROUNDING KIT WEATHERPROOFING KITS 12 FLEXWELL CONNECTOR/SPLICE WEATHERPROOFING KIT MATERIAL LIST NON — STANDARD ITEMS ITEM QUANTITY DESCRIPTION HOISTING GRIPS 6 7/8" HOISTING GRIPS CABLE SCHEDULE ORIENTATION RX/TX LENGTH DIAMETER 1 06 RX-1A 951-0131 7/811 Ur 1', GFRT TX-1B 951-0131 7/8" ? LJVFNy/� 2 150' RX-2A 851-0112 7/8" TX-2B 951.0111 7/8" -0r 0 270' RX-5A 951-0111 7/8" TX-5B 951-0"1 7/8" �9TFOc NE`N��Q� NY # 010502-1 D11 119 Title Pr°'•<' MATTITUCK MONOPOLE ❑♦ M �j- MATERIAL LIST Agar.•• ELIJAH'S LANE AND ROUTE 25 El CICI ARC LI V M MATTITUCK NY ARC u T E C T 5, INC. Gb.ni. __1 O�� search Are•. 670 North Beers Street, Building 2, Holmdel, NJ O'J733 `�\\ SDUTHOLD Revt-RSo 12/16/98 Tel: 732.739.3200 Fax: 732.739.D440 511.ID N°: R•m•:°n N° Dm. PG PC Cnktl y, ARCNET Proi.d N. Drawn Oal. LI-13-158-C Dr°wm N. DWe ❑ A99,506,6118 RSo 11/24/99 APP CLIENT: DATE: A-16 © copyright 1999 by AROMITArchitects, Inc. DESIGN CRITERIA 1. ELECTRIC: PROVIDE AND INSTALL A 208V OR 240V, 2P, 60A CIRCUIT FROM A RELIABLE SOURCE TO THE COMMUNICATION CABINET. THIS SOURCE SHALL BE LOCKED ON WITH A CB LOCK. THE CONTRACTOR SHALL PROVIDE (2) SPARE FUSES WHEREVER A FUSED DISCONNECT IS REQUIRED. THE CONTRACTOR SHALL VERIFY (BEFORE ANY CONSTRUCTION IS STARTED) THAT THE POWER SOURCE IS BETWEEN 208V AND 240V LINE TO LINE. IF IT IS NOT BETWEEN THE SPECIFIED VOLTAGE, THEN CALL OLS ASSOCIATES, INC. AT (732) 922-8375 AND ASK FOR MARK WORTHLEY. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH A BLACK PLASTIC TAG WITH WHITE LETTERS "OCS" ENGRAVED IN IT. 2. UTILITY METER: IF A UTILITY METER IS SPECIFIED ON THE DRAWINGS, IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARY INSPECTIONS, CUT-IN CARDS, ETC., THAT ARE REQUIRED TO SET THE METER. THE CONTRACTOR SHALL MEET WITH THE UTILITY COMPANY TO VERIFY METER AND TAP LOCATION PRIOR TO INSTALLATION. DLB ASSOCIATES BEGINS THE PAPERWORK WITH THE VARIOUS UTILITY COMPANIES AND CAN PROVIDE THE ELECTRICAL DETAILERS NAME AND PHONE NUMBER. CONTACT DLB AT (732) 922-8375 AND ASK FOR TONY MATTURRO FOR UTILITY RELATED QUESTIONS. IF TEMPORARY POWER IS REQUIRED, ALL NEC AND/OR LOCAL ELECTRIC CODES SHALL ADHERED TO. CONTACT OCS PRIOR TO MAKING AND TEMPORARY POWER CONNECTIONS. 3. TELEPHONE: PROVIDE A 1-1/2" CONDUIT (WITH DRAG LINE IN NY AND BELDEN CABLE #8768 IN NJ AND CT) FROM THE COMMUNICATION CABINET TO THE MAIN DEMARCATION POINT (USUALLY LOCATED IN THE BASEMENT). THE MAIN DEMARCATION POINT ALLOWS FOR THE LEAST AMOUNT OF NOISE AND THE MOST AMOUNT OF PROTECTION. FOR COST SAVINGS, A CLOSER DEMARCATION POINT MAY BE SPECIFIED IN MULTIPLE STORY BUILDINGS WITH THE APPROVAL OF THE TELEPHONE COMPANY. FOR NEW TELEPHONE SERVICES IN NJ, NY, & CT, PROVIDE A 4" CONDUIT WITH A DRAGLINE FROM THE SPECIFIED UTILITY POLE TO THE LOCATION OF THE NEW DEMARCATION POINT. 4. CONDUIT ROUTING: THE ROUTING OF THE CONDUIT SHALL BE SUCH THAT THE EASIEST AND MOST PRACTICAL METHODS ARE USED WITHOUT IMPACTING THE BUILDING OWNER AND THE AESTHETIC APPEAL OF THE BUILDING. BECAUSE THE WORK BEING DONE IS IN EXISTING STRUCTURES, IT IS IMPOSSIBLE TO SHOW EVERY JUNCTION BOX, LB, CONDUIT BEND, ETC. IN A TWO DIMENSIONAL PLAN. IT IS FOR THIS REASON THAT THE CONTRACTOR MUST VISIT THE SITE BEFORE ACCEPTING THE OFFER AND UNDERSTAND THE TRUE INSTALLATION OBSTACLES THAT ARE UNIQUE TO THAT BUILDING. WIRING METHODS I. GENERAL• ALL WIRING IN FINISHED AREAS SHALL BE CONCEALED UNLESS NOTED OTHERWISE. IN UNFINISHED AREAS, SUCH AS BASEMENTS, MECHANICAL ROOMS, ELECTRICAL CLOSETS, ETC. WIRING SHALL BE ROUTED ON THE INTERIOR SURFACE. NO WIRING SHALL BE ROUTED ON THE OUTSIDE SURFACES OF THE BUILDING UNLESS SPECIFICALLY NOTED. ALL NEC AND LOCAL ELECTRIC CODES SHALL BE ADHERED TO. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. 2. BELOW GRADE (UNDERGROUND IN EARTH OR FILL): ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH OF 24". BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVC CONDUITS. CONDUITS THAT ARE BURIED UNDER EARTH THAT HAVE HEAVY VEHICLE TRAFFIC OVER IT SHALL BE ENCASED IN CONCRETE. CONCRETE ENCASEMENT SHALL BE 3" MINIMUM ALL AROUND AND BETWEEN CONDUITS, ALL ELBOWS USED WITH PVC CONDUIT SHALL BE SCHEDULE 80 PVC. ALL CONDUIT INSTALLED ABOVE FINISHED GRADE SHALL BE SCHEDULE 80 PVC. PRIOR TO EXCAVATION, A UTILITY MARK OUT SHALL BE DONE TO LOCATE EXISTING UNDERGROUND UTILITIES. PICTURES SHALL BE TAKEN OF ALL UNDERGROUND WORK TO BE VIEWED AT THE PUNCHLIST. 3. INDOORS ( N A SIFI D AREAS) ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN EMT. ALL BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN EMT., EXCEPT 15 AND 20 AMPERE 1 POE LIGHTING RECEPTACLE, OR MISCELLANEOUS BRANCH CIRCUITS CONCEALED ABOVE SUSPENDED CEILINGS OR WITHIN DRY WALLS SHALL CONSIST OF TYPE MC METAL CLAD CABLE IF ALLOWED BY CODE. CONNECTIONS TO COMMUNICATION CABINET AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN FLEXIBLE METALLIC CONDUIT, MAXIMUM 6' IN 4. 6[MDbRS OR INDOORS CLASSIFIED 'DAMP' OR 'WET' LOCATIONS: ALL FEEDERS AND BRANCH CIRCUITS SHALL CONSIST OF PULLED CONDUCTORS IN RGS OR RA CONDUIT. CONNECTIONS TO COMMUNICATION CABINET AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN LIQUID TIGHT FLEXIBLE STEEL CONDUIT, MAXIMUM 6' IN LENGTH. SYMBOLS LEGEND ABBREVIATIONS AND LABELS IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION AFF ABOVE FINISHED FLOOR EP SAFETY SWITCH ELECTRICAL WIRING E EXISTING ELECTRIC AFG ABOVE FINISHED GRADE (TURNING UP) AWG AMERICAN WIRE GAUGE PANEL BOARD —NE— NEW ELECTRIC C CONDUIT ELECTRICAL WIRING CB CIRCUIT BREAKER ® ELECTRIC METER ✓� (TURNING DOWN) T EXISTING TELEPHONE EMT ELECTRICAL METALLIC TUBING RO NGERT ® COMMUNICATIONS CABINET —NT— NEW TELEPHONE GND GROUND MC METAL CLAD CABLE o BACKBOARD — —NE— — NEW UNDERGROUND MCB MAIN CIRCUIT BREAKER L �A��'+/y� ELECTRIC MDP MAIN DISTRIBUTION PANEL J(/FN j� RECEPTACLE MGB MASTER GROUND BAR E — — EXISTING UNDERGROUND MLO MAIN LUGS ONLY QO 9a ;.A NEW UTILITY POLE ELECTRIC N NEUTRAL NEC NATIONAL ELECTRIC CODE * �3 EXISTING UTILITY POLE — —NT— — NEW UNDERGROUND PNL PANEL TELEPHONE PP POWER PANEL MASTER GROUND BAR PVC POLYVINYL CHLORIDE Ngp 99c D�pS°yQQ RA RIGID ALUMINUM IIs INSULATED GROUND BAR T TE EPHONENDERGROUND RGS RIGID GALVANIZED STEEL FOF N WP WEATHER PROOF 02 m UNINSULATED GROUND BAR PL PROPERTY UNE ❑0 o ARCH 4 oGENERAL INFORMATION AOOB.. MIJAH'S LA MONOPOLE OD ELIJAHIS LANE AND ROUTE 25 A R c N I T E c T S, I N C. ai.m , MAI ITUK, NY Sear<b Area 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCS SOUTHOLD Tel: 732.739.3200 Fax. 732.739.0440 S1.10 N. DLB ASSOCIATES,INC. °� rc cnxe cn e nacrver w...,N. oro." om. LI-13-158-C EIe<Ir„<I/Me«."��.I We Y_ A99.506.611B MW 12/6/99 A,..o 6, w..a-- NJ , PE 61023 CLIENT: © copyright 1999 byARCHIN Architects, Inc. Last Saved: NA237\237961201.0WG, 12/07/99 at 09:09 by DBozard DLBM:23796 NYT 3 KEY NOTES (Symbols Qt , , Etc.) ELIJAH'S LANE F� 1. PROPOSED TELCO DEMARCATION POINT. 2. NORTEL 58000 CABINET. NYT 3A 3. EXISTING MONOPOLE. WARNING: THE TELCO DEMARC HAS NQJ BEEN 4. NO TEMPORARY POWER AVAILABLE AT THIS SITE. CONFIRMED BY THE TELEPHONE COMPANY. 5. PROVIDE NEW 200A BYPASS UTILITY APPROVED METER SOCKET. 6. NEW ELECTRIC FEEDER ROUTED UNDERGROUND. NOTE: THE CONTRACTOR MUST VERIFY TAP AND z PROVIDE 1 3" CONDUIT WITH 3#2 FROM THE METER LOCATION WITH THE UTILITY COMPANY. PRIVATE POLE TO THE NEW METER. APPROXIMATE DISTANCE = 200'. 7. PROVIDE NEW 208/12OV, 1 PHASE, 100A, 17 1s WEATHERPROOF PANEL WITH A MINIMUM OF 12 SPACES AND A 100A MAIN CIRCUIT BREAKER. PROVIDE (1) 40A, 240V, 2 POLE, 1 PHASE AND (1) 20A, 120V, 1 POLE, 1 PHASE CIRCUIT BREAKER. I 1 9 8. UNISTRUT-MOUNTED ELECTRIC EQUIPMENT. SEE 10 ARCHITECTURAL DRAWINGS FOR MOUNTING. 9. PROVIDE A NEW PRIVATE POLE. 8 t2 15 10. PROVIDE A NEW ELECTRIC WEATHERHEAD. 11. NEW TELEPHONE SERVICE ROUTED UNDERGROUND. PROVIDE A 1-1/2" CONDUIT WITH 1(6) PAIR, #22 AWG INDIVIDUALLY WAREHOUSE SHIELDED, SOLID TINNED COPPER CONDUCTOR NORTH FORK GALLERIES i CABLE (BELDEN CABLE PART #8768). APPROXIMATE DISTANCE = 10'. 12. NEW TELEPHONE SERVICE ROUTED UNDERGROUND. PROVIDE A 4" CONDUIT WITH DRAG LINE. APPROXIMATE DISTANCE =200'. 13. 2#2 SOLID TINNED COPPER GROUNDS. REMOVE PAINT AND OTHER FOREIGN MATTER IN ORDER TO ACHIEVE A GOOD BOND. APPROXIMATE DISTANCE =25'. 14. ATTACH TO EXISTING GROUND RING. 15. TELEPHONE COMPANY TO PULL TELEPHONE 15 LINES IN CONDUIT SUPPLIED BY CONTRACTOR. ROBERT P. JUENGERT t2 16. TELEPHONE COMPANY TO EXTEND OVERHEAD � -] TELEPHONE LINES. W 17. POWER COMPANY TO EXTEND OVERHEAD �Q DAR t1 6 7 4 5 3 ELECTRIC LINES. ❑ 2 14 13 , * N d)9�cr1900ss111O5 .,l�Q SITE PLAN SCALE: E-2 Iv� NONE 01 T"'° °ro"`" MATTITLICK MONOPOLE O PO ARCHFRU SERVICE PLAN ELIJAHS LANE AND ROUTE 25 AFRO H i T e C T s, i N C. cu. MATTITUCK, NY OCS °: 670 North Beers Street, Building 2, Holmdel, NJ 07733 SOUTHOLD Tel: 732.739.3200 Fax: 732.739. 44 s:,.m N.., MYIATES,INC. rc °.e.cnka: AREFTwn. om.. LF73-758-C o,°wm x° ei«o-.<m/u«n<":<m DLB ASSOCDWe ❑ A99.506,61113 MW 12/6/99 p°°'ovae By 9E'2 wonamo<s.wd NY-P[ 61oPS CLIENT: DATE: © Copyright 1999 by AIICKIB4 Architects, Inc. Last Saved: NA237\23796E02.DWG, 12/17/99 at 11:17 by KKeller DL5N:23796 ' GENERAL NOTES 1. WHERE ICE BRIDGES AND ICE SHIELDS ARE USED, BOND ALL POSTS VIA #2 SOLID TINNED WIRE TO THE GROUND RING. g 2. FOR NEW FENCE INSTALLATIONS BOND ALL CORNER FENCE POSTS FROM GROUND RING TO A "Y" TYPE CADWELD TO FENCE POST VIA 7 CLAMP. (THOMAS & BETTS #2 OR APPROVED EQUAL) BOND ALL GATE POSTS AND GATE FRAMES WITH A MINIMUM OF 1/0 COPPER FLEX 1 AND ERICO FENCE GROUND ASSEMBLIES OR APPROVED EQUAL. N KEY NOTES (Symbols Q, (D , Etc.) 1. COMMUNICATIONS CABINET. SITE PLAN SCALE: 3 NONEE012• ANTENNA. 3. ALL COAXIAL CABLES SHALL BE GROUNDED AT THIS POINT VIA CABLE GROUND KITS TO GROUNDING BAR. 4. 2#2 SOLID TINNED COPPER GROUND. ATTACH TO GROUND RING. REMOVE PAINT AND OTHER FOREIGN MATTER IN ORDER TO ACHIEVE A GOOD BOND. 5. ALL COAXIAL CABLES SHALL BE GROUNDED TO A GROUND BAR AT THIS POINT VIA CABLE GROUND KITS. NEWTON INSTRUMENT COMPANY OR EQUAL. THIS GROUND BAR SHALL BE LOCATED JUST BELOW THE POINT WHERE ALL 2 z CABLES COME TOGETHER AND DESCEND DOWN THE TOWER. THIS GROUND BAR SHALL BE ATTACHED DIRECTLY TO THE TOWER VIA BEAM 5 3 CLAMP. 6. ALL COAXIAL CABLES LEAVING THE COMMUNICATION CABINET SHALL BE GROUNDED AT THIS POINT VIA CABLE GROUND KITS. NEWTON INSTRUMENT COMPANY OR EQUAL. THIS GROUND BAR SHALL BE LOCATED AT THE POINT WHERE THE CABLES MAKE A NINETY DEGREE BEND OFF THE TOWER. 7. 2#2 SOLID TINNED COPPER CONDUCTOR FROM THE INSULATED GROUND BAR TO THE GROUND RING VIA "Y' TYPE CADWELD. ROBERT P. JUENGERT 6 AR I LEGEND DESCRIPTION DETAIL NO. p LJUAc�Fs��� MASTER GROUND BAR 1/E-5 Qp Sf� 1 z o INSULATED GROUND BAR 1/E-5 rm UNINSULATED GROUND BAR 1/E-7 04 —T" 7 o GROUND KIT(S) E-6 .IAC 01 D5, � SCALE E-3 — COAXIAL CABLES NONE �(�I,L- 1 ELEVATION NONE 02 0 ANTENNA 1/E-7 o'°"""T"'°' [A- - ELIJAH'S MATTITUCK MONOPOLE a00o ARCLn�C4 GROUNDING PLAN LANE AND ROUTE 25 A R c H i T E c T s, H c. cu.nu , MATTITUCK, NY rAre° 670 NorthStreet, Building 2, Holmdel, NJ 07733 OCS sOUTHOLD Tel: 732739.3200 Fax: 732.739.0440x°.: ,1� P.C. P.L.LM1ktl: LhkJ by. ARCNET Pr°1°°1 N°. Brawn U°,e LI-13-158-C Brow, N° /VI'lll DUB ASSOCIATES,INC. "9 cmarrxi/w,°°n°Pm°i DWe ❑❑ A99,506.6116 MW 12/6/99 APPr°vatl Bp E'3 w°N°moss J Nv—PC sorsa CLIENT: DATE: © copyright 1999 byANCHE1 Architects, Inc. Last Saved: NA237\23796E03.DWG, 12/17/99 at 11:22 by KKeller OLB#:23796 t + KEY NOTES (Symbols QQ , (D , Etc.) 1 1. NORTEL SB000 CABINET. 2. FIELD LOCATED MASTER GROUND BAR (MGB). MGB SHALL BE LOCATED SUCH THAT ALL GROUNDING CONDUCTORS ATTACHED TO IT ARE COMING FROM ABOVE. (I.E. BOTTOM OF BTS DUNNAGE, SIDE OF CONCRETE PAD, ETC). SEE DETAIL 1/E-5. 3. COAXIAL CABLE GROUNDING KIT. SEE DRAWING E-3 FOR LOCATION OF THE KITS. 5 to 5 4. NEW SQUARE D 240/12OV, 100A WITH A 100A 5 MAIN CIRCUIT BREAKER, 1 PHASE, WEATHERPROOF PANEL. PROVIDE A 40A, 240V, 1 OCS OCS ® PHASE CIRCUIT BREAKER. LABEL WITH A BLACK PLASTIC TAG THAT HAS THE LETTERS "OCS" QQ O ENGRAVED IN IT. 0 5. EQUIPMENT TO BE MOUNTED AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 9 tg 6. 2#2 SOLID TINNED COPPER GROUND WIRE FROM to COMMUNICATION CABINET TO THE EXISTING GROUND RING, tt 7. INTEGRAL GROUND KIT CONDUCTOR WITH TWO Q2) HOLE LUG. ATTACH DIRECTLY TO THE MGB OR 7 CONNECT TO A #2 SOLID TINNED COPPER 3 GROUND WIRE VIA CTAP PANDUIT #2-4Q. CONNECT #2 SOLID TO THE MGB VIA LONG BARREL TWO HOLE LUG. °o . _ . 2 5 8. MAIN GROUND WIRE FROM THE MGB TO THE GROUND POINT. FOR CONTINUATION SEE g DRAWING E-2. 9. CONDUIT FROM THE POWER SOURCE TO THE NEW METER AND NEW PANEL. FOR CONTINUATION SEE DRAWING E-2. 10. 1" SEALTIGHT FLEXIBLE CONDUIT WITH 3#6 & 1#10G FROM THE NEW PANEL TO THE COMMUNICATION CABINET TERMINATION POINT. 11. CONDUIT FROM THE DEMARCATION POINT TO THE COMMUNICATION CABINET. PULL (1) 6 PAIR #22 AWG INDIVIDUALLY SHIELDED TINNED COPPER CONDUCTOR CABLE (BELDEN CABLE PART # NORTEL S8000 CABINET RISER SCALE: E-4 8768). LEAVE 5' OF SLACK WIRE AT BOTH ENDS NONE 01 OF CONDUIT FOR CONNECTIONS. FOR CONTINUATION SEE DRAWING E-2. RO GERT 12. COAXIAL CABLES. REFER TO ARCHITECTURAL DA DRAWINGS FOR QUANTITY. C r4p'� L JbFNc� CT 13. MYER'S HUB FOR ALL SIDE CONNECTIONS TO 4 " 9A 0 PANEL, METER, AND NORTEL SUB BASE. r 14. NEW ELECTRIC METER. SEE DWG E-2 FOR * ADDITIONAL INFORMATION. N�.9�,pg0 Q1oy°Z�O�� 15 SINGLPE HOLE CONDUIT SUPPORT WITH BACK i SOF NE`s Dr°wi,,Tm.: P,°'°<° MATTITLICK MONOPOLE ❑0�❑ ARCHRU RISER Addr••• ELIJAH'S LANE AND ROUTE 25 A R C H 1 T E C T S, 1 N C, a:.m , ArMATTITUCK, N s•arcn Y 670 North Beers Street, Building 2, Holmdel, NJ 07733 oCS SOUTHOLO Tel: 732.739.3200 Fax: 732.739.0440 sll•1D Ne Revumn N°. Dm. DLB ASSOCIATES,INC ,•° LI-13-158-C P.0 PC Chkd b ARCNET Pn 1 N° Drawry Dota Dpwmy No �W Waoommsa MNJhan:col DWB A99,506.6118 MW 12/6/99 Approved BY E-4 M'-PE 61023 CLIENT: DATE: © copyright 1999 by ARCHEV Architects, Inc. Last Saved: NA237\23796E04.DWG, 12/07/99 at 16:13 by MDevaughn DL5#:23796 ° , z GENERAL GROUNDING NOTES 1. ANTI OXIDANT COMPOUND SHALL BE APPLIED SOLID #2 TINNED COPPER TO ALL GROUNDING CONNECTIONS (CTAPS, 8" RADIUS MIN GROUNDING CONDUCTORS MAIN GND, MGB, ETC.) PAN � 7 8 5 G 2 AR MUST FOLLOW THE CONNECTIONS TTHE PANIO THE AMETHOD. SESTER E SPECIFICATIONS. r o Q 0 0 a 3. THE GROUND RUN SHALL FOLLOW A 8 o Q p Q .00 o p o DOWNWARPATH FROM THE ANTENNAS TO r THE MASTER GROUND BAR. ers VO M 1 S • OFCM1iC•L GD mo�ro 4. ALL CONNECTIONS SHALL BE MADE WITH AN I D 5 8 2 8" RADIUS MINIMUM. MAIN GROUNDING DOWN CONDUCTOR. 5. ANY GROUND WIRES, SOLID OR STRANDED, THAT PASS THROUGH CONDUIT, METALLIC SLEEVE, OR CABLE COVER, SHALL BE BONDED AT BOTH ENDS. NOTE: THERE ARE ADDITIONAL CONNECTIONS TO THE MASTER GROUND BAR THAT ARE NOT SHOWN IN THIS DETAIL 6. WHERE TRAY IS USED BOND ADJACENT TRAY WITH A #6 STRANDED JUMPER VIA TWO HOLE LUGS. BOND BOTH ENDS TO THE #2 SOLID TINNED WIRE. MASTER GROUND BAR TERMINATION DETAIL SCALE:NONEE015 KEY NOTES (Symbols 0, Qz Etc.) 1. ALL COAXIAL CABLES LEAVING THE , �OR. COMUNCATIao49 ATTMTHISI PONOTNVIA CIABLENETSGROUND KIRHALL BE SUNDED y��2=c9 � YA\L`\PG=O 4PyaY y �oy($ �a2dY�y° � NEWTON INSTRUMENT COMPANY OR EQUAL. #B-6142 (GROUND BAR 20" X 4" X 1/4"), SOLID #2 #3061-4 (INSULATORS), #3015-8 (5/8" TINNED COPPER B or C e or C A or C A, C or D C LOCKWASHERS), #A-6056 (WALL MOUNTING BRACKETS), AND #3012-1 (5/8"-11 X 1" GROUND KIT B or C A A. C or D H.H.C.S. BOLTS). /2/0 STRANDED (MAIN DOWN :77 A or C A, C or D A C 2. HYDRAULICALLY COMPRESSED LONG BARREL CONDUCTOR) 2—HOLE GROUNDING LUG FOR GROUNDING MASTER GROUND BAR A or C A A or C CONDUCTORS BETWEEN CABLE AND THE MASTER GROUND BAR TERMINAL. THOMAS & STRUCTURAL ORBETTS #54811BE OR EQUAL. TOWER STEEL A. C or D A. C or D A. C or D 3. HYDRAULICALLY COMPRESSED LONG BARREL GROUND ROD Cc 2—HOLE GROUNDING LUG FOR THE MAIN GROUNDING DOWN CONDUCTOR BETWEEN THE MASTER GROUND BAR TERMINAL AND THE TERMINATION TYPES: MAIN GROUNDING ELECTRODE. THOMAS & ERT BETTS #54862BE OR EQUAL. A 2-HOLE MECHANICAL LUG WITH HYDRAULICALLY Q LJUF (�+ COMPRESSED NG BARREL.COPPER HYDRAULICALLY COMPRESSED 4 3/8" STAINLESS STEEL DIAMETER BOLTS TO B DOUBLEBARREL CONNECT GROUNDING LUG TO THE GROUND 9J. .JI CONNECTOR. BAR (TYPICAL). C CADWELD 5• 3/8" STAINLESS STEEL DIAMETER FLAT * t D BEAM CLAMP WASHER (TYPICAL). CPJ,r� p5p2 OQ 6• STAINLESS STEEL DIAMETER LOCK gRC01WASHER (TYPICAL).OF P1E`�y 7• 3/8" HEX HEAD STAINLESS STEEL NUT NY-ARC 010,502 GROUNDING MATRIX SCALE: E-5 (TYPICAL). �n NONE 02 ARCf G4 GROUNDING Add,.' MIJAH'S LA MONOPOLE GROUNDING DETAILS ❑❑�TH Aaar". ELWAH'S LANE AND ROUTE 25 A R C H I T E C T s, I N C. I cr.". MA I rITUCK, NY S...h A... 670 North Beers Street, Building 2, Holmdel, NJ 07733 OCs SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 Sr.ID No.. LI-13-758-C DLB ASSOCIATES,INC. P.C: P.C.CM1kO.: ArtCNET Prcl.d N. Drown Dote. Drawing No Elertnnr o MCChDDICDI ❑❑ ❑�gyar"v.e 9y E.5 VVV wN".mN�eN, N�NY-PE D,oZ, DWe A99.506.611B MW 12/6/99 CLIENT: © copyright 1999 by ARCHIE4 Architects, Inc. Last Saved; NA237\23796E05.DWG, 12/07/99 at 09:13 by DBozard DLB#:23796 KEY NOTES (Symbols (D, ® , Etc.) t 1 t 1. ANTENNA. 2. ANTENNA MAST. 3. STRUCTURAL SUPPORT. 4. ANTENNA JUMPER. 5. REFER TO GROUNDING KIT DETAIL. DO NOT INSTALL ON BENDS. 3 3 6. ANTENNA COAXIAL CABLE TO COMMUNICATION CABINET. 7. UNINSULATED GROUND BAR. NEWTON INSTRUMENTS OR EQUAL. CONNECT GROUND BAR DIRECTLY TO THE TOWER VIA BEAM CLAMPS. DO NOT USE INSULATORS. B. #6 INTEGRAL GROUND CONDUCTOR FROM GROUNDING KIT TO UNINSULATED GROUND BAR. 9. 1#2 SOLID TINNED COPPER GROUND TO 2 2 UNINSULATED GROUND BAR. o to 4 4 10. VS CADWELD. 8 B 5 5 B B ^^8 B ROBERT UENGERT ED Aq e UI-JUF�9�,�..o N9jF9C 01-0 ANTENNA GROUNDING SCALE: E-7 NONE 01 o,°w:re T116 "°"" MATTITUCK MONOPOLE ❑O°❑ ARCG�C4 GROUNDING DETAIL Add,... ELIJAH'S LANE AND ROUTE 25 A R c N I r e c T s, I N a, cu.m I. O� MATTITUCK, NY Sa°rcp Area: './ 670 North Beers Street, Building 2, Holmdel, NJ 07733 SOUTHOLD Tel: 732.739.3200 Fax: 732.739.0440 .11.to Na, -111, DLB ASSOCIATES,INC. r.c. rc.coxa: c a APCNET Fojecl No orow:° oma: LI-13-158-C or.w: rvo. 7 /VIIIIV\ Electncol/ Mechansol ❑❑ ❑� APPr°ve15, E—■ Wanamoeea, NJ NV—PE 61023 DWe . A99,506.611B MW 12/6/99 CLIENT: DATE: cO copyright 1999 by ARCHM Architects, Inc. Loat Saved: NA237\23796E07.1DWG, 12/17/99 at 12:23 by KKeller DLB#:23796 Y. ♦ . I KEY NOTES (Symbols Q, ® , Etc.) ' 1. #2 SOLID TINNED BARE COPPER GROUND WIRE, CADWELD TO GROUND RING. LEAVE A 36" PIGTAIL ABOVE FINISHED GRADE. 2. NEW TELCO BACKBOARD, (2) 5'H x 4'W x3/4" 2 5' PRESSURE TREATED PLYWOOD PAINTED BLACK. ' 3. PROVIDE A 3/4" CONDUIT WITH 2#12 & 1#12G f2 FROM OMNIPOINT PANEL TO THE DISCONNECT. 4. PROVIDE A 30A, 120V, NEMA 3 NONFUSED, LOCKABLE DISCONNECT AND MOUNT 18" AFG. 13 5. PROVIDE A 1-1/2" PVC CONDUIT WITH 1 (6) fs • • • PAIR, #22 AWG INDIVIDUALLY SHIELDED, SOLID TINNED CONDUCTOR CABLE (BELDEN PART # e f4 8768) TO THE CABINET. FOR CONTINUATION, 4 SEE DRAWING E-2. 1'6" 1 1' 7 6. PROVIDE A 4" PVC CONDUIT WITH A DRAG LINE 3 FROM TELCO DEMARCATION POINT. I� III I 6 I 7. PROVIDE 6"x 6"x 10' WOLMANIZED POSTS. (TYP I� III I I�I I� iii FOR 3). II I I I I III 3'6" 8. (1) — 4" SCHEDULE 40 PVC CONDUIT FOR -II � E 2 PHOFORN CONTINUATION.SERVICE 3' SWEEPS (MIN.) SEE 9• MAGNETIC WARNING TAPE. L LJ 10. PATCH TO MATCH EXISTING SURFACE SCALE: E—$ CONDITIONS. TELCO B BO AIL NONE 01 11. BACKFILL AROUND ALL CONDUITS WITH CLEAN COMPACTED SAND. 12. 1/2" DIAMETER THROUGH—BOLT WITH WASHERS ON BOTH SIDES (TYP OF 11 LOCATIONS.) 13. PROVIDE A 3/4" SEALTIGHT WITH 2#12 & 1#12G T11 FROM DISCONNECT TO FIBER BREAKOUT BOX. 6 fo REVISIT MAY BE REQUIRED TO MAKE FINAL CONNECTION. 14. PROVIDE A 4"X 2" PVC REDUCER AND 2" SEALTIGHT FLEXIBLE CONDUIT. 15. CONTRACTOR TO USE BELL ATLANTIC CONDUIT okfU� ALIGNMENT TEMPLATE TO ASSIST IN ALIGNING CONDUITS DURING INSTALLATION. f ROBE FOR FULL DETAIL SEE GLOBAL MEMO #16. * -,.331^; I:3.;� FN NY-ARC 2 TRENCH DETAIL SCALE: E-8 NONE 02 ❑D❑ M oTE CT,fl � Pre,°°' M IJAH'S LA MONOPOLE ❑ ❑ ARCtJV U TELCO DETAILS Aedr"=• ELIJAH'S LANE AND ROUTE 25 A R C H I T E C T S. i N C. cu.m. MAI MUCK, NY 1 OcAJ 5"arcM1 Are° 670 North Beers Street, Building 2, Holmdel, NJ 07733 9DUTHDLD Tel: 732.739.3200 Fax: 732.739.0440 s:m is N. !Rw01]N0!. sm.: DUB ASSOCIATES,INC. P�s Po oM1kd. ARcxeT Proem N.. or".n oa:a Lf'13"158'C orw,:q No. (VI Elec.c. /MNJM1an:col ❑ 1❑� APProv"a By Q II"n"m"s/ c,Jy_PE6102} DWe A99,505,6118 MW 12/6/99 CLIENT: DATE: E-8 © copyright 1999 by ANCHEV Architects, Inc. Last Saved; NA237\25796E08,DWG, 12/07/99 at 0917 by Dbozard Di-B#:25796 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 40jt l� 1C sem' r DATE -� INSPECTOR u� 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 1],/2",.1999 15: 07 5154254104 MUNLEYMEAD PAGE 02 f PI ANNIN BOARD MEMBERS ~ o��g>JfFO(,fCOG Town Hall,53095 Main Road BENNE T OALOWSKI,JR. �� .y P.O. Box 1179 Chairman a Southold, Nov York 11971 WILL Aro J.CREMERS w x Fax (516)766-3136 KENN TH L.EDWARDS ITI GEORGE RITCHIE LATHAM,JR. y O`er Telephone(516) 765-1938 RXC D G.WARD LL[ -1 3 I PLANNING BOARD OFFICE TOWN OF SOUTHOLD No ember 23, 1999 Lawrence Re', Esq. M nley, Meade, Nielsen, & Re' 32 Woodbury Rd. HL ntington, NY 11743 RE: Proposed site plan for Omnipoint Communications, Inc. SCTM# 1000-108-4-11.3 DE ar Mr. Re': The following took place at a meeting of the Southold Town Planning Board on M nday, November 22, 1999: T e final public hearing, which was held at 7:30 p.m. was closed. T e following resolution was adopted: WHEREAS, William J. Baxter and Jane P. Goeller are the owners of the property known and designated as SCTM# 1000-108-4-11.3, located at EI jah's Lane, in Mattituck; and HEREAS, a formal application for the approval of this site plan was submitted on October 28, 1999; and HEREAS, the Southold Town Planning Board, acting under the State E vironmental Quality Review Act, (6NYCRR), Part 617, makes a determination that this project is a Type II action and not subject to the provisions of the State Ei ivironmental Quality Review Act (SEQRA); and HEREAS, this site plan was certified by the Building Inspector on November 1 , 1999; and i �11A24/1399 16: 07 5164254104 MUNLEYMEAD PAGE 03 Pa e 2 Pro osed site plan for Omnipoint communications, Inc. No ember 23, 1999 W EREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of ublic 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 So thold have been met; be it therefore RE SOLVED, that the Southold Town Planning Board grant final approval on the su veys dated October 1, 1999 and authorize the Chairman to endorse the final su veys subject to a one year review from date of building permit. En losed please find 2 copies of the approved site plan; one for your records an J one to be submitted to the Building Department when you apply for your bu Iding permit. Pit ase contact this office if you have any questions regarding the above, Sincerely, Ba nett Orlo ski, Jr. ` �Chairman en ,,. cc: Building Dept, Tax Assessors BOARD OF HEALTH . .N.. . • i FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . : . . . . . . . . .Nk. . . . . . . . . . .. vlk S 5 BUILDING DEPARTMENT' CHECK . . . .. . . . . . . . .X . . . . . . . . . . TOWN HALL SEPTIC FORM ..,. . . . . A ... . . . . 6LDG.DEPT. SOUTHOLD, N.Y. 11971 ��TOWiVOFSOUT O D .. TEL: 765-1802 N CAL973-686-6509 . . . . . . . . . . . . . . . Examined...... ........... 19.... •. MAIL TO:Kevin Griswold. . . , . . Approved C� b 1900 pelt Z1e ? Omnipoint Communications,... . . . .. .. . . App .., ,nipo .... ... .,.... 11 High Point Dr., Wayne NJ Disapproved a/c .................................. M.L.jG 07470 ..................................... ................ ............... (Building I tor) APPLICATION FOR BUILDING PERMIT Zoe© Date.�� 5 . . . . . . . . . . 199 .. . INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 pr&dses 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; a; AFFLIC9TH11 IS IElZE1SY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk county, New York', and otber applicable Laws, Ordinances or Regulations, for the, construction of buildings: adrlitiona,pp,altarationa, or for removal or demolition, as herein described. The applicant icant agrees to c6mply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Rml?iL�?} t.�Rmupuni4:it�4?�rSR.�1?Q............... (Signature of applicant, or name, if a corporation) VtIUPoint Drive, Wayne, NJ 07470 a "id, •"' (Mailing address of applicant) State whether••appli¢anG" `s.wner,.lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Less �f-.: ti. ry:x..: . .:•. r.'............................... ............................................... Nam of ot.4rer'°ofs,premises „Will;am,J:,Baxtert.:??':...............::.::............................................ !(gs';99�016, tax roll or latest deed),.,: .. a If a licari u a co r;t�Nron s� " e of duly authorized officer: "3 \UJ)p` PP 4'P°' � fes; �l .. ........ (Nave and t- is o corporate officer) i - MC000901014 Builders License No. ......................... Pluubers License No. ... ............. - Electricians-Licenuse No. .,4962E...(Southshore Electric) Other Trade's License No. !�A................ 1. Location of land on which proposed work will be done.............................................................. Eli)ah's Lane and Route 25 Mattituck ..... .4.. %F.. Nouse amber Street Hamlet �:3.:...;.• County Tax Map No. IOOO Section .....AQB....... Block ...••4-•••••• .. Int .... Subdivision ...................................... Filed Map No. ............... int ... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..P.ublic utility wireless.communications. ..facili. ty................ .......... .... ... ...... Public utility wireless communications cy facility, b. Intended use and occupancy ................... ... ,,..-:1q ,�;............... ^Vtj'b 'kk3 ' J.) (antennas and associated e� i gent 9u�Pm ) Nature of work (dte& wlddn applicable): New Building .........,. Addition ....8..... Alteration .......... Repair ............ Ren=al ...4......... Demolition ....... Other Work ..........I........ (Description) Estimated Cost 0 O....$5....!..00OOi .... ti........ Fee ....:......................................... . (to be paid on filing this application) If duelling, number of dwellinglunits ...i`?AA..... tinber of dwelling units on each floor ................ If garage, mcber of cars N/ ............................. Public utility wireless communication If DimensnonssoF pca atiralor atxuct re occupancy, specify nature and extent of each type of use..fac2 !L- ......•••• 10 464.35 sq.ft. existing cn entire11nnt (r+/- 100 sq.ft. ng s, if any: Fror(t................ hear ...............lSeptl{ ....... .... D1eig1nt1 pQ'.EJDistang.JIlOriRl�OeNudter of stories .....NGA............• existing compound) sameSee Site Plan. Dimensions of save structure wigh alterations or additionsi Front ............... Rear ............... Depth .................... Height .......SMQe........ tkmber of Stories ....N1.A....... Dinrensions of entire new const 7tion: Front ..same........ Rear ............... Depth .............. liei&4bt ....sa.m?...............� txnber of Stories .......N/A.......... North side 475.60 ft. Size of lot: Front .19.7..5.3tT........ Rear ..1.40.SL3.ft...... Depth , South side 488.05 ft. ). Date of Purchase ......NSA Name of Former Owner VA ma ieant is Lessee) ......................... 1. Tore or use district in which P71 1ses are situated .Limited,A44Ress„(LB).Zone ?. Does proposed construction viol to any zoning law, ordinance or regulation: .....,,No .... 3. Will lot bea Will excess fill be o-�h$ :Ave. YES segs i. Names of Oster of psi 0 res 11iam,J Baxter;Jr,- Addiesa Greenwich, Cr 06830 pig N0.561- 670 North Beers St., Bldg 2 Wi Name of Architect ..VR11et.. j,,,,,,,,,,,,,,,,,,,,,• Address vJ.mda ,.N,I.07.7,33......... Ptoone No.7;q-. R-32Q0 7 Fo urst Road ve Naof Contractor Txi-Statg 1Telecomwuni catanns Address 49qWPA4Q,.Xy A572 .......PbOre 5. Is this property within 300 feet of a tidal wetland? * YCS ......:... NO ....X..... *IF YES, SCXM D TDWN TRDSIM9 rMKIT 1MY BE MgRRM. . PLOT DIAGRAM Locate cle,orly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions ' ram property lines. Give street and block number or description according to deed, and show street names and indicate hether interior or corner lot. See�Site Plan. UNDERWRITERS CERTIFICATE A P OVED AS NOTED REQUIRED DATE: & °O B.P. FEE: CCCUPA C C NOTIFY BUILDING D ART NT AT 765.1802 9 AIIA TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED- IS UNLAWFUL FOR POURED CONCRETE CFRAMING & PLUMBINGOUT CETIIIT L 3. INSULATION 4. FINAL - CONSTRUCTION MUST CUP C ALBE COMPLETE FOR C CONSTRUCTION HALL MEET WIF, or N.,,waNK JERSEY, THE REQUIREMENTS OF THE N.Y. ss STATE CONSTRUCTION & ENERGY =1Y OF .PASSAIC............. i CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ' .........................................................being duly sworn, deposes and says that he is the applicant Um of individual signing contract)' XNe nailed, s is Lbe ......�� �L?h?(?5.1.4�'..`.........................I.................... (Contractor, agent, corporate officer, etc.) f said anter',,: owners, ani is duly �uthorized to perform or have performed Che said cork and to make and File this pplication; tlra'.', nil, statreoenta contained in this application are true to the best of his knowledge and'belief; and list the work will be perfor*,ed in the manner set forth in the application filed therewith. worn Co before me Ibis .......). ...day ofhy� .g19,�Q`/J.. Notary Public N7... JIANINEM (Signature C Applicant) (b�4i fU2) LOA �DAYIYMoe C OF AN/2003 BUILDING PERMIr_I_~-���JI W CHI��J--,ISI Applicant/ Date Owners Name: #e-r/ -- Mn, p©,,�' Reviewed: I /a _d_o Architect/ —1_ Date Engineer: �ch2` ` — -- _ - - Submitted: _ I -- SCTM #: District: 1.000 Section: 109 Block: Lot: Projectl' Subdivision I_Location: tt S _ wOd Name:__ Single&separate Required certification: (Yes/No) IJ,� Req. Zoning District. [Lot size Actual _j [Lot coverage ____Proposed � Rcq. Req_ Req. [Front Yard Proposed: i e Yard Proposed: ] [Rear Yard Proposed: ) Project.Description: 740 e1 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. x New York State D. E. C. 7N Town Trustees Town Zoning Board approval: X Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: fJ AV f e � — l 0 C...G.��- A a rk S �-- V -Cts air-vim. eck(A C a L V v� .� C b r 4-e9 °� 01-v.CO SA- MCS v\-6 e(o f TOWER LOCATION INFORMATION 'll D-It LED FPOM IT'C AvIA11HUCIT OSGS QUAD MAP) �-- 1 .o FILM 19^7 -HAD ualu,l _ I F J L LAI III - 10tig . 8" LAIIrIJDF k) 515, --�/ F: C n I"S C G T 30'4 1 PI FERFiILEi • Br,UNDARY IIdI'OR61 'TIo[I SFJNAN HEREON IN-EI-. fl _ P ,� _IaIr A 304,5 ! HONFITUDF 7 5,438± I,ERI II MAF' EIIIIFLD 'IJIAP JF AL'I[RFTION OF B - IID�,RY FAST 1,6,5,5+- 1 FAS IH ?,41381 T , X55 putt � FAST 2,41],dtl2 ' LINES PP.EPAPED FY YOUNG AND tOUC FIND D1ILH %IAl P�nunD E[FV sol _-ROUND FL_VI, 10, 1990, PROPI_RT'- LIIJL. SHOWN NOT INITENDCD IU SLP`.'F - A _ _ nL - � uarosl 5. nsrr ucnON AS A FINAL 60UNDARY DEfERtv1NATION AND SUBJECT Fa THE S' rfCHMATIOi, sHOwrl ABOVE [,101 OP L� fn„ FINDINGS OF A CURRENT TITLE SEARg11 AND BUUNDARY �R• 4 '444""' """' " SURVFY COHTOUFRS SHOWN FROM FIELD I;OLIECTED DAF/\ IN loa LEGEND E. API ASSUMED DAIUMf - - -- - - - - - - - - -- - Vp � 670 North Basrs Sheet, Bwltlinq 0� '�� Holmdal. NoJersey Feel ILMI Tel ]32%395:V0 fov ]}p F}90a40 rn ,t IF I 1 IT CONNELL'F & MASTow Ll 535 ELIJAS LANE - �jr F�jF- Io L - .r'., CI MATTITUCK, NY, 11952 - L CARMAN—DONNE P.C. _ iil� - r 2 LAKEVIEW AVENUE - - - -„ - -- - L I I .. 11 A - r r f LYNBROOK, NEW YORK, 11563 eL'T001 L1,-i_ (518) 586-5663 - -r ,I - 1,1 I�1-mtim Lug -L l =.Is uuL GON6ULTIN6 ENGNEER6 d SURVEYORS I o15 u r e I JF� L,UILALLILI 1 .,rr Ion .l , '11" IT -Locnc II RICHARD H. SCHROEDER JR. IT _ —_ — FAL LN,. .:,m LL, LLI,Pl u. I lii rc -r ��- — -- 'III oan Lanlo m_ - uI -rv.n- n._ II: w u,L��1 1 PILL PILL nL n:urr uu9 CANA111 a — — — ' A" °11 1 LAPATKA ASSOCIATES LLL.. -r :FI . , 'FIA von I/ R III1— I] N,)RriI I I- r<raarlr,-IPJ 0`1 -- - - ,, ,.11fr.L V,�I,L 1111-. rill IlArIl ,:'01 I sa;—lana m,- :,�,L FI,rJlrlr. _A1 Lr CAPE 1011 rlcrM - 5LiP 'F-o. ' v �9> HUNTER — � 60 ^I,, ,II .c,,,,,L ALEXANDER J. LAPATKA P.E. 060632 �I 1 55 SUNDANCE DR �5 � 1A��1slous cos coR, cl, 06807 �° DRAWING INDEX NIL ,L -- —I gay 99 NO. TITLE / INDEX IT G -_ � 1 RL H1I 1 L. I II-'<-1 '.' n I1'_ E-_ D'-L,I \ - $p MP�N 26 >001 s" l NEw ICE �HITE�TAR 5� ------ (SEE AR OR OE �' -- - -- NS �,� + �' I T p�A pMENT �'� EOU aw ��/ � � � ! I- T NEw ET SEE rte A) I F I rL r,N nF r I .I-N-TFn . = 1 'L7 F u BI . I ., _ - rr II 'I C R NI�ECTURAL +� AW'o 2r) L n:P , 1 11 1 1 1 - 0 p�ANSFOR ,I 13 - IL 4' '� F ..�I .0-: '- -- - K JACOBS pE-IA S - P.0 D07' 1209 ,9 Y I II IF I MATTITUCK, NY 1'952 ° �� ,c IN a L ,'�', F D I f L. - 1 r I 99 1 s 3 0 LI_D FOd RUFF n 5Wµ �% III Al rl I�P;L_ Iil, , ,P_ EL 399 L 2 3 2' 99 PF ISSUFD FOP kLdl>W N C\) /'Al �pG 0 W /31 - - yAv F uva � ap li 991 SUED fUh REVILW Will" 11 Ol JJ 4* 4e-0'V '� i ail — Fil,r'1 - - r Lrl LW n S.BMISSIOi15 TE� b F + �� 0 s I v I w GUNC' p A (UR A� - NE ARGI1 AILS) 5 F (SESS FOR ��AB E� �9 ,�Eh�91930,< I FT ; _I — N - - PROP. jo /:)r�� , a.3 cep `AO � . - LS- III IFI- - " . '�I - LHf-IIH F 3le 78f A, - -- NEw OF 3) ICI III-uI I fIL / !!i -IJ_I _Ila D;, AN TypICA URAL \ .- - T-- -- I . P TIF 'I (SEE ARF I DES All S) .II r I u',DH r II"Iu. Lrnnl I WN hF �N'Sll I .I. ,hh,F rI Ar-n OR PLANS l l If III iliffft-I'JIF . HAI I ZjTlk I F Al n 1 HE I 111 n 1 UI19 117 IIFR_ I -L Th I If LI'_ I. WIII rl FAIL AN THEE FIIPH I i,FIA ITL I I 111 1_I_ BE II 'q11 -IF Ll IJVCIl H -I ;I I k lIny I A,JTl­rAI-"IIf '- 11 1-F_ I ! AF-AT .IIA,L I [ 1' B` Il"I111r0 LI L 11FN 1'JU F[ l ,','Tlf,L, 1 l l 1111 :1 1H(gRI1 ILII III_ I , r _ 11 1 � Ir IIF' ill _ rf r f 116 ll BE WII AL J , JR I IiRII, h III I I F , IIIT I P "-IL Ui q_V� mnip oi t IDOE OxL UTNAM AV . II ' NIIIT dl t IFF IFL I nrn,' II L' ,D IIA1f D fr I I 1u . 1IST. IC6 GRF.FI1WICF'I I_T ()68,W, COMMUNICA'L'lONS, INC. EX I A-I T -')LI r I:,.I T : III- ,I 'JIHA +DS ,IID ,P 1 11 111;11 1- TH[ I ,IIb1I -I'-r DFr 9 L pp I L( I Fr rl�l- 1Aln �11 1 nI, unM. l-nut, I .. n111 "1u� "HL�vuln I T I I LJ- � r:r ,lulu ,l .: I, I . I I III_T�,�L. 1, 11 .1111 , ��I�IL� I_LE:_ IIIF _I,L IL_Lw1 �Lu Lr�, 11 � � �. 1 SII'!- _IJ IHPIA:I :LI' I - I FTI, Ih' PI'1CP, - 'FlI d I LlLhFl, I L I'EvI_IPLL N ELIJAH'S LANE AND ROUTE 25 S PP F MATTITUCK TOWN OF SOUTH ' � OLD o II 111 = Br .ILIA LI -I r_r.< ,n I hDJ,RA uhnF SUFFOLK COUNTY, NEW YORK LJ 'I 1 . 1:1, )IL,-n , �r, " Iln a .r 10 `v SITE PLAN ^ '0, Is F '�oR� SITE PLAN �s� 1„ — 20' t ;� ODDON - - ti0. 4 375 RACH ELS ROAD / , MATTITUCK, NY, 11952 - ' j� 'IO 10 D 20 40 60 IIe APPROVAL SIGNATURES ,, BAR SCALE (FT) a .-L n As SHOWN O} - - - _ - - - -- - - LAPATKA ASSOC 8-13-99 G� � •g 130ARD CHAIRMAN DATE _ �.�� I f.��AS � L� 6 � � I A99 506-611B 7 � nor re IINCFI lnc me 1 / 1 S� 5� BOAV9D S£CRETAFi'r' DATE wLA" snsso= ,Isla. Irv. HI__IARG t0 CON�t,_C2 Iervnuniap¢[o u5rta r ME oorwnenr —� P 0. NOzC 248 �� �WlAnorl xmo+ no " 1111Q NEW SUFFOLK, NY, 11'356 S nc.11,ml_ m� I, Hlelrto 2LENGINEER _ _ _ _ _DATE - - IOCI '�y� 111 nae,Lr.r;wnms we rearuea3eu, �x�res �.mn.ixl^ r� ^'s � [ A No 1-I-13-1'i4l �aar�a wmma�RWotervllle ,rr p ' C \ �, T TO x Wo Pit 'p. Itr ' SITE a a „ `• M � / I ] � F70 Nodtt Beers SVeet, BUJaing 2 2 Ai— J}p 1 ((�U TO dersev oJ rel� 25 i T � 05939 3200 Fae 732 Rail 0J10 o a 666✓✓✓ 0 ,� a 1 o a'� rratooka \ ., Lake - -o - - -- - sLOT11 r ,n CARMAN-DONNE, P.C. C 23 2 LAKEVIEW AVENUE S 5 c � LYNBROOK, NEW YORK, 11583 att ck (518) 598-5583 TvmiF ( ,N �. •�.j�, �,Tr CONSULTWG ENGNEERS 6 SURVEYORS IV 1 t 11. — mex Ire_, -I- ,Is LOCATION MAP F, its 9j� o DI>LF ooO' , - , , Ill! e1.,, ; LAPATKA ASSOCIATES UJ 016 "t Ili, r ./ Im. 1 I , f Fr IJIRIH _i (� 1 p0 1 n w yJ _ D=0 h 9 �O�tiOvT IwnMn ,nLr11,v,nrr ulHr U T. L PEI L [E 6uHvoaas, 0� \ 0� 5���¢10Coil, '9] J Nr F , o F e 1 _,.q�, FI _ Inl, 11 . 1. N, !,I", ALEXANDER J. LAPATKA P.E. In P.E. 060632-1 INS 0 0 5 L"BDL d;" LI,.,,1 . II 1 = 0 G 1 IS C) �Islov o 1 n a n „I nL,.r �0 q �0 5 � � (� C A, I C I ,� I , 1 11 ..� I I'[._ r10. Dnlh p SLI I "no f L'IF—en1 y J, OFF MQII,11'L J, 11 L lL 1 pt l InIhIL-1 V �� r i f 1 n ICL 1 T D.,' ma _ 1uuw �_� Cr\ �� � � L `P N.°in'IY, r,, . .I:, I II, IJ..I:`l;el — 1 � . tion tis ti 1 ---- 1nint,F TELL,r '1V T L r ,L , 'I _CO 0� 5 \ I, .'n rr — I 1 - - 1 _ \ A 3 -- 5r C0 1 0 _ — a 01,0 x O , - _ - -- --- --- — -� ` �� �� i 11 ' A S0 LCr 1 0 - - —I , , OCLIll i Lo 5.2 N, LOT �g / \ F P i r r ' In 1�' . 1 99 ISSUED FOR FUNr T 15 -\ �� LOT 6.3 � �I ' '" I F1` IL r.' ', r - , /,� 11a9,_ I 1 9 z 99�-- ISsueo FOR REVIEW — T� G C v_ IF „o oat NrpIF TI BMISSIOMS � � 1 1 vtoo fI p 1 t,o1 �1L53 � LOT 8 ROAD a; - - _� _ T .r7 1 x1 �1, 1 -I F JI' dl�rF FIAT 2 � a _- 251 – — t, T _ _ I1 T� ) —� MAIN zntiL r.1NE ( __ 1 ,1,,II _ — ZONE A—C III . 7 „�� 1 13 L 1 I I'h �_— p L�O I I CTI N 1 r 5 LOT LOT 1 E ' 000 , 1, 11� y�^yy�� yy�� yy yy�� 1A Q '1 DIST 1 1I �11111���1Y1� R -40 11 n En ,n .r � I N��� v �,' lo�.`Y1 1 L�e..11.-�, II, II 1 I COMMLNICATIONS. INC. � I CA — R 40 HI-H ��IFI, RIr-F 11 -- �._Ir,�11.,.,1 . 1 ,�/ Mn�,. A .nl,«. ZONE I w I _- WA,�.F 11 - � .,,I LOT 7 13.2 1 — -, LOq' - __F_ �1GDE=`­�._ ],OT 10 DRAWING INDEX MATIJAH'S LANE AND, TOWN OF SOUTOUTS 2 LD LOT 3 NO. TITLE / INDEX SUFFOLK COUNTY, NEW YORK aLocl� KEY MAP '1 I oN 115 - - - - _ - - ce�.+m° w SF, CTI I ar _I� I � 1 , F - 1 f-'I r= 1i - F__ s CIL " '� y. ... I DIS'f 1000 KEY MAP yR 13LOc1r 7 - - 1" = 100' SECTION 115 _ 1000 —I DIST --- - - - - _ - IW ■ V l Y �- -- 1 D l 100 50 0 100 200 300 _ ----- ---- - - - - - �FFrI r,h T rn�'F APPROVAL SIGNATURES 1 L � � ,, . 11 _ I INN MJF 11 FIC,-,LI uF AS SHOWN - 3-99 I LAPA TKP 4SSO., 8 1 ILE BOARD CHAIRMAN DATE TP F A99 SO6-611 B ��yl r„u oEs14u Is C(,wamMD .Wo I' •Ell L BOARD SECRETARY DATE U,1TEE ATE BOARD "E„uos orYRMULTHn,e E OF E AMY K-1 l eaciuic SRjroll ZED Sv°a'i31ri:,IT"U�"car7, DATE II BOARD ENGINEER FIT necLInn nncwrL cns m. I CA N. a-ls- Ise-c �o a"I A HHRCHEV � TOP OF EXISTING ANTENNAS MT it if _0 "u, PROPOSED FIBER BACKBOARD A, iloo ABOVE -\T S EXISTING 'Y WHIP ANTENNA cdoconlim, TO 10I VAST I'E"rut ATTACHED a"'Itmod",Ado—clol- EXISTING AT&T EQUIPMENT IT)"ICAL Or 31 5U LOINS 9fi Nsdh Exems tomi Building 2 o EXISTING NEXTEL ICE BRIDGE Holmdel, 9. d.r.y Tell 732 73a 32M Fox; 732 739(HoM PROPOSED ELECTRIC/TELCO 166 LOCATION CERN OF MOUN. NO 0 "T" TRU a "h-". NA 010502 LICENSL mount M TOP OF PROPOSED OCS ANTENNAS dFF;FPF_ ROBERT P. J U de 4� -V 65'-0i' ABOVE GRADE CORl PPOPOSED 005 DUAL POL ANTENNAS [SEE DETAIL 3/Z-1 & 0 PROPOSED ICY-On HIGH OLS ICE PRODUCT INFORMATION 4/Z-1) BRIDGE EXIS-liNG 1D0I-0" HIGH 0 REVISIONS xo.: cats PROPOSED NORTEL 58000 EQUIPMENT CABINET ON CONCRETE EXI;TING ATB" PAD ISEE PRODUCT INFORMATION EQUIPMENT ELILDINC 5/Z-II 3l: L= EXISTING HIGH CHA:11 L.IN< PENCE - WITH BARBED WIPE EXISTING t5--O HIGH CHAIN EXISTING =100'-0" HIGH LINK PENCE MONOPOLE PPOPOSED ICE E0 __X X X 12' 5 X PROPOSED NORTEL 5BOon ErGJ,P[kCN_ CABINET ON EQUIPMENT PLAN FOINO'lifTE 'AD ISEE -1 & PRODUCT j DRAWING 2/Z SCALEf1/211 1'-()H INFORMATION SCZ-11 FOR REVIEW NO. MM SUBMISSIONS vIfnmywk RE ENGINEER DATE Fadios, ORTEL EQUIPMENT M 79kDE SITE ACQUISITION DATE 11 ELEVATION The Nortel Telecom Norte[) Outdoor base Transceiver Station 15791 provides the radio interface between opflRangellill exible SCALE:1/8" 1'-0 OptiRange TM [he network and the handsets. The Outdoor BT5 !a Modular and expandable which allows for fl O EMS WIRELESS RR 90-17-OODP 270' deployment. The Outdoor BTS also employs dynorna power control, frequency hopping and di5continious 10 Degree WIRELESS and EMS wIRELEss 1\l\70-17—OODP 240' 300, transmission 10 improve mobile performance and call quality 1 17 dBi Gain Dual Polarized Electrical Specifications 210, 330- Omnipoint Sent 45' SPECIFICATION RR90-17-OODP Dui Polarization re UONO Range 1850 - VIGO MHz COMMUNICATIONS ITYPICAL OF 31 BEE DETAIL 41Z-11 NORTEL- - -- PROPOSED CGS DUAL-POL ANTENNA Base Station Antenna F amwidth A.Mouth Be so- L S8000 BTS 11 HIGHPOINT DRIVE 1850-1990MHz Elevation Bearni Ep 180* 0. Gain 17 dBi 115 abed 0 WAYNE, N.J 07470 EMS WireonoB DO.[ Earn OPHI Rai anlonnoa rO", — Series 8000 BTS Supported Feature "T. Polorization Giant 45 a 'r1 ora al designed and manufactured Us Cross PON Port-lo-Purl 1501011M x 20 16 Pretoria- Back Ratio j 25 dB Th. 98000 is imme, Old.., one, with a, Is 8 rmi d.p,.rl.d per precise standard, developed from Years or 150* 30• cob nm each radio is a roily compliant 05M TDMA darner With 8 time stets, MATTITUCK MONOPOLE experience in space electronics. Elevation Boom Position 0 Bro.dwide 30 DEGREE Electrical Downtlit Option 2, 4(Others On Request) The patching features are supported currently In Basics BTS 400 CARLTON AVE. SECTOR VM is Prowl Power Handling 260 Wal CWF MATTITUCK, NY VSWR 1.35:1 Max • 00' - U, 10 8 DRWI or cabinet with �Oytl PA 15- 90, * Maximum corrigurriflon5 Is a single cabhon -147 dBs Omm:04 Positive Intormoodulotion -tons 0 •-44 al Bi-se.l.m.id S" 0c:O 12 Bm [26WI BPI mmuth 1711-sonotarind. !XXXI j. 1.4 Connectors 7-16 DIN-female ffmuxim, Option . Illi Chassis Ground Lightning Protection Two-way Hybrid NBC) and limplioxera MPXI SITE#LI-13-158-C 270' Redundant Dec. Common Function IBCF) cisiol temperature ran,. 40F 1. Fl2%ff SII 3 240' 500, Up to 6 111 Links papatilliffy ..'in ri 70 DEGR-F it'l'� �G 11� Mechanical Specifications 0 Cabinet Sleon BY fall k 5311 wide X 25" deep SECTOR R�- "Fq') Cabinet wolght (folly equipped) ties than 480 Kg/1056 lb. �.2 SPECIFICATION RR90-17-OODP ,<y;.... Conn domain wo battery beakupmethods > 210' 530 -'Standard obirrid petunias Dimensions ARCHITECTURAL 2 hours backup of BOF & ri-b aos or, `F Haight 56 inches 1142 CMI 60 min backup of 5 DRX(a, f & rid 151111 8 inch.. 120.3 am) piano lortarral bell.,, decimal 11 Width 0 PLANS DETAILS h:,", Depth 2.75 inches 17.0 cm) Brhours backup for B DRX .1 full peown, BCP and TV, Rated Wind Voloolly 150 mph (241 kmlhrl 0. 10521 BD• a user Equipment space to available top network Interface and plan...wt I & ELEVATIONS Wind Tunnel Tabled) 0 1 1...becomes q.1,reml This sp... Is 6 rack am,. an . is" radio I 90 448 eq inches 12890 eq cm) 1930 195D 1970 is Equivalent Fiat Plate Area 1850 li 1890 1910 1 - A 48 V, 200 W power Supply Is avallable for upon 125 be 15 a N) FV proquimpa Bill Lateral Thrust to 100 Mph 5 '"popmem r architecture .111h maximum 2800 W DC rumch., ..P.dll, 5.4 It lbs 17.4 NMI • Ruidard.othrim,lifl. EXISTING PLATFORM ABOVE Torsion.[ Moment 0 100 Mph 30. I Weight 18 Ibis (8.1 kg)Features., 50, Cable entry from bottom or cabinet ....... in Bid. by dide and bank to buck installarion sionablo Mmmola' Mount 1.611 to 611 die. pipe Somm-ne Zen. 4 marli Duct Polarization provides diversity gain In a itingle aperture "Farn, larmilly,op Low Eackabe Structure minimize, 120. fio. co-chommal interference 3.8 am to 12.7 Can old, pipe [clamp. itappliedl GMc �F �S NOTED 150 DEGREE ♦ Low Passive IntermodulaNion reduced Interference in high traffic areas Wall Mount Bracket foption.11 Mod.] f PC5-8017­0I 90, IM12 or 112 in She. Fasteners) ",�JMJ&t SECTOR Low VSWR orinnisins romm to transmitter while maximizes radiated power Elevation N fldxn� Mach. (knionfill I-plittly-4 a, to -to, Pipe Mount Model # RCS-801Y-04 KK 8/16/99 Wall Mount made # PLS-8017-05 PRODUCT INFORMATION mua 11 5 PROJECT Na A...k1 cut.1prial 1. did..1 T TO SCALE A99.506,6118 -1 SCALE: NO 1.Jokeb,ogr P�o"emn orcho'ce, XSTJiG ITHlr` A' T-_'lN4rr RMwNN Na `.x worso. F-boom.... 4� PRODUCT INFORMATION ANTENNA PLAN SCALE:NOT TO SCALE "M � Z-1 SCALI!�1/2" =�1'-O"