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HomeMy WebLinkAbout1000-75.-5-14.1 (6/2021) OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 257 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �xF Southold NY Telephone: 631 765-1938 ' www.southoldtovv nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: September 15, 2021 Re: Planning Department Report T-Mobile Northeast LLC Modifications SCTM#1000-75.-5-14.1 41405 Rt. 25 (a/k/a 165 Peconic Ln), Peconic The Planning Department has conducted a review of the proposed modifications pursuant to §280-74 B.(2), and has received a report from our Wireless Technical Consultant, CityScape, Inc. (see attached report). The proposed T-Mobile Northeast modifications are in compliance with the General Requirements of§280-70; therefore, we recommend a Building Permit be issued for this in accordance with the Structural Analysis Report dated April 9, 2021 and the RF exposure assessment dated August 3, 2021 with the following condition: 1. The facility shall remain secured and protected from unauthorized personnel. Thank you for your cooperation. Town of Southold, New York cKyscape Telecommunications Site Review C O N S U L T A N T S , I N C . Equipment Upgrade Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 September 13, 2021 Mr. Brian Cummings, Planner Town Hall Annex Building 53095 Route 25 Southold, New York 11971 APPLICANT/PROVIDER: T-Mobile Northeast LLC SITE ID: LI13281A/Peconic ADDRESS: 41405 Hwy 25 (a/k/a 165 Peconic Lane) LATITUDE: 41' 02' 22.9"N LONGITUDE: 72'27' 23.5"W SCTM#: 1000-75-5-14.1 STRUCTURE: 130' Lattice Tower Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted by Highlander Consultants, Inc. on behalf of T-Mobile Northeast LLC ("Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is located at 41450 Highway 25, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane, see Figure 1. Verizon and AT&T also operate at this site. Support Structure & Equipment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) panel antennas, three (3) Remote Radio Units (RRUs) and three (3) Tower Mounted Amplifiers (TMAs) mounted at the one hundred and fourteen (114) foot level on the tower. It is proposed to replace three (3) panel antennas and all three (3) RRUs, one each per antenna sector, see Figure 3. In addition, twenty (20) 1-1/14" coax feed lines will be removed, leaving six (6) remaining, and two (2) 6x 12 Hybrid feed lines will be added. An existing 9x18 Hybrid feed line will remain. Furthermore, the antenna sector mounts will be modified by the installation of three (3) tie-backs, also known as antenna frame stiff- arms, one per sector. The tie-backs are meant to provide greater stability to the sector mounts. No ground equipment modifications will occur within the Applicant's ground compound, with the exception being that, inside the existing Ericsson 6131 base station cabinet, two (2) modules will be installed and one (1) module will be removed. Town of Southold-SCTM#1000-75-5-14.1 ckyscape T-Mobile/LI13281A(Peconic) September 13, 2021 CON S U LTA N T S , I NC . Page 2 Structural Analysis The Applicant submitted a structural analysis report prepared by Infinigy Engineering, dated April 9, 2021, based on ANSI/EIA/TIA-222-H, Risk Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 88.4% of usage capacity (out of an allowable 105%) and the foundation would be at 75.1% of usage capacity (out of an allowable 110%). Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant. RF Exposure Safety To verify RF exposure safety, the Applicant provided a quantitative RF exposure assessment of the proposed installation based on mathematical worst-case calculations, prepared by Pinnacle Telecom Group dated August 3, 2021. The information provided within the study was found to be consistent with federal guidelines and takes into account the operations of the Applicant's proposed/existing facility and those of Verizon, AT&T and other radio facilities known to operate at this site. The street level analysis indicates that the maximum RF exposure level is only 3.87% of the general public MPE level, see Figure 5, thus meeting the FCC exposure requirements in ground-level areas that are unrestricted. All gates of the fenced-in compound should be locked at all times to prevent access by unauthorized persons. it is suggested to post an FCC-compliant Category 1 ("Information") RF exposure sign at the gate to raise awareness of a nearby RF energy source, but since the exposure level in unrestricted areas is far below the general public MPE level, this is optional. Summary The Spectrum Act, which is found within the Middle-Class Tax Relief and Job Creation Act of 2012 ("The Act") and administered by 47 CFR §1.6100 of the FCC Rules, states that a personal wireless facility collocation, modification or upgrade is considered an eligible facilities request if it meets six criteria, most notably (1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower at the level of the appurtenance, whichever is greater and (3) it does not require any excavation outside the existing ground compound or leased area. 47 CFR §1.6100(c) further states that if an application meets the criteria, the application should be approved and not denied. CityScape has determined this application meets the requirements of an eligible facility and recommends approval for streamlined processing and administrative approval with the following conditions: 0 The facility shall remain secured and protected from unauthorized personnel. Town of Southold-SCTM#1000-75-5-14.1 ckyscape T-Mobile/LI13281A(Peconic) September 13, 2021 CON S U LTA N T S , 1 NC . Page 3 I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. Cityscape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, r B. Benjamin Evans Senior Project Engineer Cityscape Consultants, Inc. Town of Southold—SCTM#1000-75-5-14.1 CKYSCape T-Mobile/LI13281A(Peconic) September 13, 2021 Page 4 DeLorme Street Atlas USA&2009 9 T 8R7 Z ti H a' FRG s4s�, y O fy `lq� . aOr SN S ati" �zyf 4yc� tir M ag Pec n.c F0oy F a P$ Pd C(MN Rb 'fap�BRY�� Q �o z, j Ra ' Pvwni x PO iP 29 q �y GP- �c P' N EMERSON RD �y WpGP,K a a �L �T G P F Pp Op Pd x °y a v d w¢- a y 44R.V.s L Y C�fYA O. ra SQ.d v RqF ¢,a$uGEnrps RrJ k''�NE y���K �w� iN cF- w �S r FC O Zy �p 0. *S4 LK g0 µE Data use subject to license. R 0 DeLorme.DeLorme Street Atlas LISAG 2009. 0 609 1260 1860 2400 3000 x690 www.delorme.com MN(116'W) Data Zoom 13.2 Figure 1 — Site Location Map Town of Southold-SCTM#1000-75-5-14.1 CkyScape T-Mobile/LI13281A(Peconic) September 13, 2021 CON S U L T A N T S , 1 NC . Page 5 EASTING CARRIER OKRA ANTENNAS(TYP.) mm. SAPULTAW A1iI3WWK RDU 7a • S1A VIUMd AYALI,,�'Irrr caft Tm BY 1GY.M>wIIED 4^121 TOP HIGHEST APPURTENANCE law 11gIIFrGl1I w RE>wr CM21A%Ew BY ELEVATION 1142'-4• AOL MI1rGY,PA 70 4/7/21.SO 9EM S7-W FW *KVf rd4?M DUALS STOP OF EbSTING TOWER ELEVATION 1130'-0 AGL EXISTING T-MOBILE ARRAY TO REMAIN (TYP.PER SECTOR, (3)SECTORS TOTAL}: • (2)ERICSSON AIR21 PANEL ANTENNAS J. 9PT-104VFEW ; E (1)TAA UNIT V xw# r AQ • (2)1-51V coni CABLES PROPOSO T-AOMME Ea~r M AIF A'SIXUm {TIP PER ZCRX (J)MUM 707AL)' • (1)APA'YAACl24-4---U-mAAV PAWL ANIF" (M AMACE VOSW 0W MYTF7Y05GI) • (1)MVS-440 871/bW RALYO(TO IPDUa laaslaovc RAW) (1)errs HOW UAE(7OrAL OF(2)) USING CARRIER PANEL ANTENNAS(TYP.) EMSTING SELF SUPPORT TOWER PRM>PGSED(2) T-mmr 1)DW CABLES M K RMTO FRGW E77S M r-MG':E EVEN4=ABT M PROPOMS PANEL ANTMkAS!rPn Or(2) TOX) EASTING FENCED EQUIPMENT COMPOUND GROUND) LEVEL Figure 2 - Support Structure & Existing/Proposed Appurtenances Town of Southold-SCTM#1000-75-5-14.1 cKyscape T-Mobile/LI13281A(Peconic) September 13, 2021 CON SULTANTS , INC . Page 6 EXISTING T-MOBILE ARRAY TO REMAIN Ay (TYP.PER SECTOR.(3)SECTORS TOTAL)I t,® (2)ERICSSON AIR21 PANEL ANTENNAS (1)TATA UNIT (2)1-5/8"COAX CABLES EXISTING SELF SUPPORT TOWER PANEL ANTENNA TO BE REPLACED(TYP.OF(1)PER �T4 TOTAL) -EXISTING T-NO3ILE RRUS-11 B12 r� TO BE REPLACEDl(TYP.OF(1)PER y1►0 SECTOR,(3)SECTORS TOTAL) _j ANTENNA ORIENTATION EXISTING 01 10 SCALk CALLED NORTH AKM FCW ADIP070iAL STRUCRAW WDWAIM REFER M 4� STRUCT"AN,AC)95 Rf wr COMPLETED BY e 1NFWY,DATED 4/5,21 1'awr MWkWAHM EpayY CMFLETED BY MA5tl6'Y,DATED 4/7,21.SEE 911273 Si-SJ FAR MODIFICA MW GCTA.S AF-$Apr TO BT AISTAUAD EXISTING SELF PRO (TYP. SUPPORT TOWER OF(1�F><7P SEC M(3)SEECTC1'dS TD AF„( E7CS11HG T-1A0811E ARRAY TO MAN SEE FriA�15 57253 FOR 00OM�Kd MR&7ALS (TYP.PER SECTOR,(3)SECTORS TOTAL). • (2)ERCWON AIM PANEL ANTENNAS (1)TMA.UNIT (2)1-5/5'COAX CABLES PROPOSED T-I ONX COLIFIENT TD BE AYSTACtFD ('!)F PEN SECTM(3)SECWS TOTA' (T)APXYAALL74-X11-NA2O PARR ANMM s (TO RUXACE EVSW VOD ANMWA) (1)RRUS-4 49 87FIlMS RAW(TO MACE Vff?MC RADIO) (r)&12 HTBW 44RE(TOTAL 4F(z)) [ fy ] ANTENNA ORIENTATION PROPOSED 4AOT TO SCALE--- CALLED NORTH Figure 3 — Overhead View of Existing & Proposed Equipment Configurations Town of Southold—SCTM#1000-75-5-14.1 ckyscape T-Mobile/LI13281A(Peconic) September 13, 2021 CON S U LTA N T S , I N C . Page 7 INFINIGY8 Structural Analysis Report Apr 119,2821 Sita Name Pecartic Sib Nm6v L1132B1A Infinigy Job Number I0%CO002 Cient H' [hlandef Comltents Caarrnr I Mcble 41405 Hwy 25 P#Co*.NY 119M Site Location Suffolk County 41.02'22,9Y N NAD83 72'27'2a.5'W NAD83 Slrudural UW Radia 86.4° C mal Result Pass The emk)s9d tower anc*y s has Ian pe dornW irk a ordanoe with M 2018 IBC12020 NYSUC N1W on an ultimate 3-second qud wind speed of 128 mph, The eyakFation critefO and arppfic,aW cedes are prmnWd in the next sef ion of#his report 4MMi a IFIIG Figure 4 — Structural Analysis Summary Town of Southold-SCTM#1000-75-5-14.1 CkyScape T-Mobile/LI13281A(Peconic) September 13, 2021 CON S U L T A N T S , I NC . Page 8 PINNACIE TEIECOM GROUP Professional and Technical Services RAdio FREQUENCY — EIECTROMAC.#NETIC ENERqy (RF-E M E) COM PRANCE REPORT T-Mobi[E PROPOSEd OR EASTiNq FACIIiTy SITE ID: LI13281A 41405 HIghwAy 25 PECONIC, NY Auc u ST 3, 2021 Cityscape comment: Maximum Exposure at ground level determined to be 3.87% of the FCC general population MPE Level. REPORT FINdIN(js. ThE PROPOSEd SITE Will bE IN COMPIIANCE 1011OWINq RECOMMENdATION OF TRIS REPORT. 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Z� to vz u+ Q Z H UO IN IJ N I �z� o c�cQ��E)lF-� �aF- VJ N "tW ai W L x ■ w?Y O n LL Z LL U U �a ao� �bls. �� Woo Z9 N O N N z CL O r 0 0 W Z �— w r_n J V/ Q U L7 r ) ) lD T"W m a T-MOBIL,E NORTHEAST LMAC w 00 Ll 13281 A PECONIC a o SUBMITTALS, 41405 HWY 25 PECONICT NY 1195$ ..._-- ML Elq VICINITY MAP _ sPROJECT N0:1 1959 GOWZ I �DRAVuY3 D 0Y': MPS (67Da2C-OUTDOOR CONFIGURATION) _ GENERAL NOTES PROJECT SUMMARY 1.THE CONTRACTOR SHALL ONE ALL NOTICES AND'COMPLY WNH 8.THE CONTRACTOR SRATL PROVIDE A FULL 5E OF SITE NUMBER: U132$IA APPUCANT: T-MOBILE NORTHEAST LLC - w ALV.LAWS,ORDINANCES.RULES,R'EGULA71ONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDAIID WITH THE SITE NAME PECONIC 3500 SUNRISE HIGHWAY ORDERS OF ANY PUBLIC AUTHORITY„MUNICIPAL AND UTILITY LATEST REAISIONS AND ADDENDUM OR CLARIFICATONS SITE ADDRESS: 41405 HWY 25 GREAT'RMA,NY 11738 COMPANY SPECIFICATIONS,AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH PECGNC,NY 71058 CONTACT: CHRISTOPHER SCHAAF �'�p 07' 'PW S�' JURISDOTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PRWEOL (631)OOB-3389 'pp WORK.THE WORK PERFORMED ON THE PROJECT AND THE PROPERTY CONTACT: LIPA 9i THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT \., MATERIALS IWSfu i m SHALL I#IN STRICT ACCORDANCE WITH DESCRIBED HERBAL THE CONTRACTION SHALL BE SOLELY 11)WH OF SOUTHOLD PROJECT MANAGER: HIGHLANDER CONSULTANTS �.�,_,.,__ ALL APPUCABLE CODES,REGUUTDNS AND ORDINANCES. (516)-546-7676 155 CARLETON AVENUE PROFESilONALSELL 2 THE ARCHTIECT/ENGINEER HAVE MADE 171M EFFORT TO SET TECHNIQRESPONUES,.SEOBLE FORUEMCALLES,AND PROCEDURES MEANSSAND FORMETHOD EAST ISLIP,NY 11730 FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL.PORTIONS OF THE WORK UNDER CONRUCr. LOT/LONG.: N 41'OT 229'/W 72'27'23.5' CONTACT. ®RYAN FELTON THIS DOCUMENTIS THE CREATION, COMPLETE SCOPE OF WORN,THE C4)NRNACTOR$IDbING�THE JOB 11.THE(XIN'IRALTOR S.BE RESPONSIBLE FOR OBRAMING PYRY (631)581-$LOIS DESIGN.PROPERTY AND COPYRIGHTED 15 NflRRTHELE55 CAUTIONED THAT MINOR OMISSIONS OR CONSfRUC;TON TYPE NB vaDRN CPTMCBILE.ANY DEFECATION ERRORS IN THE DRAWINGS AND OR SPECMATIONS STALL NDF PERMITS AND INSPECTIONS WHICH ARE REGL4'RED-THE EXCUSE SNb OONIRAL.TOR FROM COMPLETING TIE PROTECT AND WOK RY THE'YiC41TECT/ENGIREIIt THE STATE COUNTY,OR USE GROUP: U PNGHTECT/ENGINEER:INFlNIGY ENGINEERING CRUSENniHou EAPRESSWRITTEN IMPTIMENM3 IN ACCORDANCE WITH THE INTENT OF THESE LOCAL.GOVERNMENT WITU�' GROUND EEVATIDN: t29"-Ci•MSL. 10 WATUMEE ALBANY,NY STEAK ROM CONSEMISSMCH.YPRCHIBITED. DOCUMENTS. 11,THE CONTRACTOR SAL MAKE NECESSARY PRDYISIONS TO 3. THE CONTRACTOR DR BIDDER SHUT BEAR THE RESPDNSIBILTT PROTECT EXISTING IMPROVELEMS,ESEMERTS,PAVING, BLACK/CDT; 5/14.001 CONTACT: ACETIC WEIlLER NOTE IF DRAYMNG5 ARE 27194'„USF OF NOTIFYING(IN WRITING)THE T-MDBILE REPRESENTATNE OF CORKING,ETC.,DURING DON5IRUCTIDN.UPON COMPLETION OF (518)690-0790 GRAPII4CAL SCALE.ANDrOR iRTIMES WOPo4,THE CONNRACTQR SHALL REPAIR ANY DWA4uE THAT MAY OETHE C SCALE ANY CbNFUC15.,ERRORS OR OMISSIONS PRIOR TO THE HAVE OCCURRED DUE 7R HALL ACTION ON OR PBOUIF THE SHALL PRICE THE MORE COSTLYRO2 PROPOSAL OR WORK,UNLESS E 12THE CONTRACTOR 5HAU.KEEP THE GENERAL WORK AREA -.�.. SH6.EF..... -�-_-�ESORIP[IONI F&1N6KRN SITE NWWBEt PROPERTY. PROJECT DESCRIPTION uTas2Ta YTyy SCALE DRAWINGS of WORK.w THE EVENT OF DISCREPANCIES.THE CONTRACTOR SHEET IN(.�iEY I DO NOT SCALE DRAWINGS DIRECTED IN WRTING OTHERPAS'E. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ❑cx¢N0 Mo wPaE !d OSS WC Cans) ®OUWD KM TTE NAYS CONTRACTOR$HAU VERIFY PUNS AND DMNG DIMENSIONS AND 4.WE SCOPE OF WORK SMALL INCLUDE FURNISHING OF ALL OF�-ORT.DEM.ROOM AND REMOVE EOUPMEHT NOT 0 ElOTI G LATTICE MWER 0 PROPDSfD RIS 61M 0INDOOR T''-4 H 1 PSO SIC SPECIFIED AS REMAINING ON PROPERTY.PREMSES SHALL IBE ©EXISTING TRAWA699N IMES 0 PROPOSED PIGS ®FASIIWC C-i P 1 CONDITIONS ON THE JOB SITE AND SHALL 1111[EDA.TEIY NOTIFY THE MATFRAS.EDJIPMENT,LABOR AND All OTHER MATERIALS AND LF3T IH CLEAN CONDITKNV ANO FREE FROM PAINT STETS, DtHCYtETE PAO 41495 HV.'Y25 ARCHITECT IN WRITING OF ANY DISCREPANCIS BEFORE PROCEEDING AEON DEEMED NECESSARY TO CD PLETE THE WORK/PROJECT DUST.OR SMUDGES OF ANY NATURE ❑ETT6TINO wArla TANK ®ONfiTWHG Isms G731 ANTENNA M PUN ..AEON 1 PECONIC Nv<IaAe WITH THE WORK OR BE RESPONSIBLE FOR SAME, AS,DESCRIBED HEREIN. 0 EKISTING BUILDING 0 EINSIWG INUITS PAMNFI 0 9 SINAWhTTCIkM - NA ORl AT N k RF 5C,HEOUI 11 THE CONTRACTOR SAI COMPLY WITH ALL OSFA ❑fXISRNG FtADP01E ❑50E sulw�OPo'CA9iNET ._______________._ 5.THE COWT ACTOR SFAI NST THE JOB SITE PRIOR TO THE REQUIREMENTS,AS WELL AS THE LATEST EDITORS OF ANY ®Gri1SRINfi,F4�.' C- EQUIPMENT AND I SHEEP TTf SUBMISSION OF BIDS OR PERFORMING WOW TO IFALW.AR(EE PERIIXENr STATE SfI�Ett REGUTAGPM- 0 E%511N0 FORT WORTH ®GPS 0 PAPOLUISARD E-I GROU. H AH i HIMSELF WTRi THE FIELD CONDITIONS AND TO 4EUFY TINAT'THE _ E-2 WER PLUMBING RAL 1 FROM CONTRACT DOCUMENTS.CONSTRUCTED WR ACCORDANCE W(fH THE v4.WHERE A CONFLICT OCOURS ON ANY DIF THE M! T S CONTRACT AOR r-(NONCE NORTHEAST LL&PROPOSES ' TON'.. M-A '.CTRICPI NOTES 1 TWTLE SHEET r w UNMANNED WAUESS BROADBAND FACLAY.SWAPPING(3)ANTENNAS 7 NOTES 1 W w 6.THE CONTRACTOR SHALL OBTAIN ALTHORITATON TO PROCEED CDWMRLM:T'ANY PORION OF THE WORK THAT IS IN CONFIUCT WTRR 3 PIX9P03D ANTENNAS B ) S-R...MOUMf MODIFICATION 1 WITH CONSTRUCTOR PRIOR TO STARTING WORK',ON ANY TEN UNTIL CONFLICT IS RESOLVED BY THE T-MDOIAE IM-4449 RAW S,AIDING(2)HIM 04&ES.NSTNU(3N TE S-3 REUNITED DIF1 1 �1 OR NOT CLEARLY DEFINED BY THE ODNSRRUCTION BACKS TO EIDSIMG MOUNITS REUSE COSTING G Wk'18 T m ORAYTNOS/cowR4Cr DOLYIMENTS. THE CONTRACTOR SHEET MINTER KnD hars681ow. 15.TRE CONRLAERM SHOT.VERIFY Alit DIMENSIONS.EIEVATKKNS, CBIIWHDO,youdl9,ecrwew w.^TE F.THE ACCORDING TO T$NAA INSTAR ALL MEND S AND MATERIALS PROPER Y NINES E C.,QM THE JOB. UNLESS TNG TO ONE R WISE DR LOCA C SPECIFICATIONS, 1$.THE:Cb ORIGINAL C SWWl F�PLN6H ALL DISTURBED AREAS TO UMUA NOTED OTHERWISE OR WMEAE LOCAL CODS OR T•i ---- ORDINANCES TAKE PRECEDENCE THEN ORIDIAL CONDITION AT HE COMPLETION OF WORN.. SIH EZT 1 OF 9 SHEETS T..Mobile- EXISTING FENCED T-MOBILE WAS*0 EIT W N.I.EMUCKY5, a K,"KrKK*OF F=ft EQUIPMENT COMPOUND X U., EXISTING T-MI C—AMOR I rEL WKIFY fWIrNSl­�NR_l INIlw A EQUIPMENT PAC PROPOSIED(2)T-MOME HOW CAAUM M BE ROUTED FROM AXISING CONCRETE T-VaSILE EQUIP111ENT IV PROPOSED K�7 LIKE PROEM Kln�D.DOES,IRA W."obr,5"s or AIMM19NO, PANEL W725WASE(MIP.OF(2)RI WE P VTO 50&�Vffl rs UK­NIEV AND INDETOF19 WEs EXISTING SELF .01 RLO ARE A EARS or MV,MIRLY OR EDIVkCE mloul SUPPORT TOWER—,,,, 6. W�SW WORK$PKYFVXD IN CWMIMM WN THr, x mar Famsm DmLoNw Dws NoI mistuRc 019D)OR VO&OE OR a. UTUT its s4II"ON pwME T.Vx P INfNLRS KF=mS 10.0 L9w4nOF mm w"RsE G UIRM NE M57t E f.PPF VV EX:h"•<.HDRIZONT.M IERI S U WRTX3 W'MDT SUN VERInD ANY V)NTR4t4fl It I--—s,.1 T� J��m JIT"PRMDEP Ai—I B@L—S TO -aw WRM14 EXISTP4C DOUBLE WING ACCESS GATE 57E LEGENQ SITE PROPERTY UNE STRE7 UR ROAD CPWN LINK rENCE EXISTING CARRIER Y"\ EA TIIG GENERATOR Ws' EQUIPMENT SHELTER ✓ ON CONCRETE PAD OPAQU�,VOIJI)CH IINVE, ............. mrs/SFRUHI ^fin .............................................=.... . FREE 4 NE RIUMER2 ........ SKB UllLfry RULE EXISTING ACCESS CATE (E) FASTING ()f NEW (N) NEW (p) PROPOSED (F) FUTURE THIS DOCUMENT I THE CREATION, ESIGN PROPERTY ANO COPYRIGHTED .ORK OF T-M0.0.P A.WIILICATION OR USENT1­10UTEXPRESSMITTENI CONSENT IS 6PTHE NOTED SCALE. L113821A SITE NAME-- PECONIC 41405 HWY 25 -_ CONIC,w 11958 --------- PE EXISTIENG CABINj \ SITE PLANT GRAPHIC SCALE lo' 5' 0 5 10 1 HIPORNEXIS71NG SHEI7. NUMBER TR ---�' PLAN 166 6i C-1 6ASEIIAPPINC PREPARED I AERIAL SCALE; 22"x34"SHEET 1"=5' WORMED BY \��SCAL�::AS NU x NO wGWEEwxc um)ym MITION, ANSFDRMERFIT SCALE; ll'xl7'SHEET 1'= 110' SHEET 2 OF 9 SHEETS BASEWAPPWC PREPAREDADOOMWAt SMWn*AL MFURMA704 fivlEp Ta INFUCY ENCINIEERINC.AND PROVIDED MWAIDIM. EXISTING CARRIER OMNI A"Xr.DAMP 411912�1 ANTENNAS(TYP,)—l. la*l M"CA PMREPW COMPLITIM BYMMY,PANUDETAIL417127S—.SEE 29M57-53 FOR MOOFrA W _ *EVATTop a'11EUES1 AIFIJITEIAICE E ON±142*-4"AGLg�0 QD lOt OF EXISTING TOWER ELEVATION 30'-D'ACL EXISTING T-MOBILE ARRAY TO REMAIN EXISTING T-MOBLE (IVP. PER SECTOR,C3)SECTORS CONCRETE EQUIPMENT PAD �"i2}ERSSON AIR21 PANEL IC EV$19F0 r-11O61TE$131 EQWPIAWT ANTENNAS OWW 70 AIEVAW WTALL• (1�TMA UN17 mm T-MWXr ANTENNA CDOMWE (2)t-5,/8°COAX CABLES SURMETTALS Eww(1)DUS41 E1rMARWN X7!'4-0"Aa I I PROPOSED r-MMU EWAAWT TO BE MMUM (TWR.ED?SECROR,(3)SECTURS TOTAL� (1)APXVAAU24-45-V-KA20 PANCE AMN7VVNA (10 RERAa EVSPW 4700 AffWWA) (1)RRUS-440 B7711895 RADIO(TWO fiI6M7RtA0XE 4 4 mw 1") (1)9x12 HMO C4&r(70TA Or(2)) X" • MOBILE 25KW .............- ON EXISTING DC DIESEL GENERA70R n.ti EXISTING CONCRETE PAD EXISTING CARRIER PANE�,/ DRAM BY ANTENNAS(TYP.) SKft.. 4< GHEC�EDR ...........................MPS EXISTING SELF OF N SUPPORT TOWER E GPS UNIT, Moo—./^ XISTING /X, MFOPOSED(2)F-MOBLE HISM C484a 70 BE ROUTED FROM EATSWO F-4106U roupAvr To Aell"Osm PAAa 4 AN70MS(DIR OF(2)TOTAL) FIR asst AL 11"1110GUMEN111TH CREATION YESIGN,P OPERTYANDCOPYRfGHMED WORK OTMO ANY DO LICA70" EXISTNG Ali NSE wTHOUT EXPRESS IVRiTTEN , EXISTING T MOBILE ACCESS GATE MNSENN IS STM07LY PROHIBITED. ICE BRIDGE —FROP150(2)7-kvw Hmw S CADGES TO BE ROUTED FRGIV D757WG F-MOSU EaMPLAIRIT TO FROPOSED ................. ------- PANa ANTENNAS"(TW.OF(2)TOTAL) ✓ EXISTING FENCED T-MG81LE L113821A EXISTING T-MOBILE UnuTy H-FRAME TO REMAIN EQUIPMENT COMPOUND SITE CONIC NAME., PE /_,EXISTING SELF PE4C1405 BAY 25 SUPPORT TOWER \< EWISTIN EGNI ONII tuullm I WFOUND ................ EQUIPMENT PLAN /--\EQUIPMENT PLAN LAN GRAPHIC SCALE GROUND LEAL &ELEVATION \___ KALE:AS NUILD 4* 2' 0 2' 4' smeEr Humes CALLED NORTH -— SCALE: 22'.34'SHEET 1"=2' 47�TOWER ELEVATION C-2 SCALE: 1 I"xl7* SHEET I"= 4' \_��NUI iU SLI 3 Of 9 SHEETS NoiF ......... ....... ' F•p_r A.p.p.npAsRc RAe AwOaROt REFLF re M 5AYK7UII ANAL YSS RfPQRr 001OWU BY W ,IM 10 `ASTING 1-MOBILE(R)AY TO REMAIN OUNTMODOCVOIR Rf7ArCOMPLETED BY ."... �11tl.4.......N. TYP.PER SECTOR, 3 SECTORS TOTAL}: MIFIDOLTMEAM-157-53 FEW (2)ERICSSON AIR21 PANEL N00T7CARODETAILS ANTENNAS (1)IMAUNIT • s1' (2)1-5/8'COAX CABLES (D d®0- EAST MG SELF �^--EXISTING SELF .; g$ B£ _ SUPPORT TOWER PROPOSED W-BACIT 70 M7ALLM(11P. 'w SUPPORT TOWER z z .._ or(r)PER SECTOR,(.T)Sam mm( �� � ,, SEE Sfa-7S 5T-S',7 FOR OWFICARM D1 A&S—.,� 4+o-,.., EXITING T-MOBILE ARRAY i0 REMAIN - r; �~ (TYP.PCR SECTOR,(3)SECTORS TOTAL} Y oQa° '(2)ERICSSON AIR21 PANEL ANTENNAS Qi)TMA UNIT Q2)1-5/8'COAX CABLES '�, SUBMYR"TALS EXISTING T-MOBILE PANES ANTENNA W. r¢xzmu To BE REPLACED(T>,P.dF(1}IPER � ��?,p �7q M. SECTOR,(3)SECTORS TOTAL) �./ "r a "r{gf tCP wr+e n,4X� EXISTING T-MOBILE RRUS-11 812 �e� PRCROSED r-,moKE EtlV1owyr m BE IRSTAd1FD LY; AN TO BE REPLACED QTYR OF(1)PER y (m'.)R SCCITIR,(J)S NA2 mrAL,&• vL1A SECTOR,(3)SECTORS TOTAL) ,,may>"0.1 (em REPLACE EWRN 000 AN7E?IWA) SBA (I)RRVS-4440 8771M RADIO(m REPLACE __®..,... DUMG RAW) Im—(1)6x72 HMO CASUS(mTAL Or(2)) — �..__..... ANTENNA ORIENTATION (EXISTING) 2 ANTEWNA ORIENTATION PROPOSED ceoePcrN�^ msswo02.1 01 TO SCALE bT Tb SCA � � DRAWN BY SKB GHECRED BV: MPS CALLED NORTH OMLLEC)NORTH �qF NEW ~ee i' cc EXISTING RF SYSTEM SCHEDULE PROPOSED RE SYSTEM SCHEDULE ANTENNA GABLE GABLE CABLE CABLE ANTENNA CABLE OABLE CABLE CABLE ` SECTOR ANT, ANTENNA MODEL,� VENDOR AZIMUTH M-TILT E-TILT CENTERLIN TMA MODEL B RRU MODEL, LENGTH OUANIRY D7AM1IETER TYPE SECTOR ANT ANTENNA MODEL VENDOR kZOMLRH.-TILLIE-111 CENTE.RLIN TMA MODEL# RPU MODEL LENGTH OUANTH`e OtlAMEfEft TYPE {? p A-1 AIRZ1 82A/B4P ERICSSON 40' 9 7/7 114'-D" (1)GENERIC TwN _ El$w 6 1-1/4" 6YF4d' A-1 AIR21 B2A/B4P ERICSSON 40" 0' T/2' 114'-D' (1)GENERIC TWIN _ 0, -.1--sl 2 1-1/4' G'P4k' PRO fL STYLE 11 TMA S1.1B TMA A A-2 LNX-BSI5OS-A1M ANDREW 40' or 7 114'-D" - (t)Nxus-vt e1r EK/f'TiWC SHARED - cw A A.2 AF)AAALL24_43-U-NA21) RES 4P 0 7 114'-0" _. (1y 4N4 �,a. SHARES - CadU gr1/gpy pyp0 THIS DDLUMENI A THE CREATION. DESIGN,PROPERTY AND COPYRIGHTED AORK OF T.M.DELE,ANY DU LIGATION A-3 AIR21 B2P/B4A ERIMON 40' IT 7 114'-D" - - CA'YSYjv SHARED - COAX A.-3 AIR21 B2P/B4A ERICSSON 40" or 7 114'-0" - - ±2001 6X12 /09W ON USE WITHOUT EXPRESS WRITTEN CONSENTIS STRICIIY PROHIBITED. B-1 AIR21 02A/B4P ERICSSON 12V 01 P/0 114'-D' (1)GENERIC iIYYIN _ 1767M 10 1-1 4' G'P44` B-1 AIR21 B2A/B4P ERICSSON 120' P Z/Z 114'-0' (1)GENERIC TWIN �; 2 1-1/4' 6W _. STYLE 1B TMA J STYLE 1B TMA OTE E-I1DRAWINGSARE 2Tk39 USE GRAPHICAL SCALE ANPIO 1121IME5 B �--- _NX-0515O$-A1N ANDREW 12V 0" IX 114'-0 - 6t2 Ek7S'W SHARED - (I)MN 511SMe SHARED OF INE rvOTEP SCALE (t)xeve-it GAaY B B-2 M7f1AH4/_A3-U-NN2© RF$ 12O 0' 7 114'-0" �t _ Gaya. SfTE NUMBER: L111382.1 A. AIR21 B2P/B4A ERICSSON 126' N T 114'-0" LIn;MS' SHARED - C04A' B-3 AIR21 82p/84A ERICSSON 120' 0° 7 114'-0' - - t200' y 8X12 A1890 STPE MAME: PECONIC C-1 MR21 B2A/B4P ERICSSON 240 01 2'/7 114'-0' (1)OGYLE IB MA Ek'677AV 8 1 1/4' Ca4N' C-1 AIR21 B2A/B4P ERICSSON 240' D' 7/7 114'-0" (1)GENERIC TWIN SME is TMA " 2 1-i/4' CYNA' 4CN'HVJW 25 PECONNC,NY 1105% C C-2 LNX-651 SDS-AIM ANDREW 24U 01 7 114-0 ..-- U)Trus-H e1 EA'r5'Fbtti $HARED - C[NX C C-2 APAVMyy,24.A3-U-w30 RFS 29P 0' 7 114'-O' �t(T py3' C SIWtEp GtMX SHEET'TTRE C-3 AIR21 B2P/B4A ERICSSON 240' Ot 7 114'-O" - °- EI7S7/Ag', 1 9X18 ff+?!R(D C-3 AIR21 32P/B4A ERIC$SON 240" P 2 114-0 IXISTNG 1 9X18 h7swD ANTENNA ORIENTATION& RFSCNEDULE $HEFT NUMBER 1-3 RF SCHEDULE(EXISTING) RF SCHEDULE C•3 � /NOT no SCALE 4 PROPOSED '`,_./ NOT TC'SCALE SHEET 4 OF 0 SHEETS Ewsnec PIPE MOHNT- --- PH USED .. ._.._......"............. RADIO 4449—, •. `^---PROPOSED MOUNTING - .,,^ay; BRACKET(TYP.)' wo z 3 _ W 4 z - PROPOSED' _ R i g ANTENNA(TYP.) . ©. _ \N 1197 N SUBMITTALS � � ,y ESN aensloe. B7' PRQPdG OUMiNG ' BRACKET5E(TYMP.) sHQL REAR TOP RF5 MODEL NO.: APXVAALL24_431-U-NA20 ------ — _ RADIO 4449 SRECIFlCA112 RAD ME MATERIAL: —FIBERGLASS,UV RESISTANT HxW4,(INCHES):17.91'x13.97.9.44" — RADOME COLOR: LIGHT GRAY WEIGHT(LBS):7'0.54 DIMENSIONS,14.0: 95.9%24.0%8.7" COLOR.CRAY 'W'EIGHT,Wf u0000 PREMOUNTED BRACKETS: 146.D LBS .,&'N`,,"„a. CONNECTOR:, 7-11 DIN FEMALE. _._.______........____^.._...,,^. "_""......."........................................""",.,,.,,."....""....,, 1 ANTENNA DETAIL 2 _ERICSSON RADIO 4449 DETAIL 3 ANTENNA MOUNTING DETAIL DRAWN BI IBEsc9BDz N SC ^ - ^ --- Nf TTO SCALE DRAWN BY SKB NOT TO SCALE _ CHRCKED DY MPS i Of N E w CN5 rEN ��# k STRDCTDRAI.NOTES: I. SPEanCA70NS/CODES: m .• CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDIT ON OF THE AGI COD€. (j •. STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RISC STEEL CONS TRUCHOM MANUAL,9TH(EDITION •" WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS)01,1-92'STRUCTURAL WELDING"CODE-STEEL. •• REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE(CRSOL'MANUAL OE STANDARD PRACTICE.' THISDOCVMENTISINECREATION, •• ALL WORK SHAIIT BE DONE IN ACCORDANCE W9 ALL APPLICABLE EEDER'AI,STATE AND DESIGN,PROPERTYANOCOPYRKHfIED LOCAL CODES ORDINANCES. WORK OF TWOOLE,ANY DUPUCATIION •+ ALL CONNECTIONS OF STRUCTURAL..STEEL(MEMBERS SHALL.BE MADE USING OR USE LMTHOUT EXPRESS MITTEN SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A 325.HEAVY-HEX NUTS SHALL BE CONSENT IS STRICTLY PROHIBITED, ASTM A 583&FLAT/CIRCULAR WASHERS SHALL BE ASTM F 43E IF WASHER-TWE INDICATING DEVICES ARE USED THEY SHALL BE ASTM F 959. USE F 6RAbMNG5 kRE 22]d :I , •+ ALL BOLI JOINT TYPES,•PALL BE SPECIFIED AS SNUG TI HT(ST),PRETENSION(PT),OR NOTENOTE CALSCALEANQlOR i2 TIME'S SVP CRITICAL(BC).IF PRETENSION JOINT TYPES ARE USED THE MINIMUM GRAPIC TSCALE AQ KIR IU PRETENGDN/CLAMPING FORCE SHALL BE SPECIFIED. - """" -"- •+ ALL STEEL.EXPOSED TO MOISTURE SHALL BE HOT DIPPED GALVANIZED AFTER "'"""""""""""" FABRICATIONRAZED PER ASTIM-CAL p 123.ALL DAMAGED SURFACES,TINGWELDEDO AREAS LI138Z1A. AUTHORIZED NON-GALVANIiEP MEMBERS OR FARTS(EXISTING OR NEW)SHALL BE PAINTED PATH TWO(2)COATS OF ZRC COLD GALVANIZING COMPOUND SIM NAME MANUFACTURED BY SEC CHEMICAL PRODUCTS CO.QUINCY,MASS.OR USE THERMAL P'ECONIG SPRAYING WITH PLATTJNG 85/15 AS MANUFACTURED BY PLATT BROTHERS& 4140JAWY35 COMPANY,WATERBURY,CT. PECONIC,NW 11958 2 MAIERAL5 .. CONCRETE FC'-3W�DPSL.(MIN.W.N.O.) SHEET THEE+• REINFORCING STEEL.ASTM ARTS,GRAPE 60. •+ WIRE MESH;ASTM AT85 .. ELEECTRODES FOR WE IND E 7CXX EQUIPMENT •. GALVANIZfNG.ASTM A153(BOLTS OR ASTM A123(SHAPES,PLATES), SPECIFICATIONS •• EXIPANSION BOLTS:WILT(KWIK BOLT R,STAINLESS STEEL 3/4"0X43/4•EMBEDMENT OR AN APPROVED EQUAL SHEET NUMBER a'+4DETAIL NOT USED E NOTES C•4 /N'O'PO SCALE - N-04 TO SCALE / SHEEP 5 OF 9 SHCEES E)PANEL fEll SECTOR V TE)SECTOR"G" —�Pt PANEL ANTENNA I (TYP.OF 6 IAL�-,, (vul,FKM sem) ERom (TYP OF 3 TOTAL) -Mobile® STAINLESS STEEL HARDWARE ..................... two,HOL 00 (E)TMA �i'-,N'R PYI&iRMIlAl OF(1)PER SECTOR. (TYR) GROUNDING CABLE - ---, d A (3)SECTORS TyTkj ----------- GROUND FAR d 1 STAR WASHER(TYP) FLAT WASHER(TIP) NOT(TIP) 12 lzRCILl.'GlFlARlllT GROUNDT BARE COPPER TO BE SOLUTE MINIMUM,NO SECTION"A- z ING CABLE KEPT TO AB 3 NSULA71110N ALLOWED WITHIN THE NOTES: COMPRESSION TERMINALT(7YP.) 1.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. "Nk #2AWC WITH LONG BARREL COMPRESSION LUGS, SUBMITTALS FIBER AND V(P)4449 371/1385 RADIO USE STAR WASHERS,LOCKWASALTER (TYP) POWER JUMPERS 0 5.AND CABLES ROUTED (P)HYBRID WILES (TYP,OF(3)TOTAL) STAINLESS STEEL HARDWARE T SECURE TO (E)FIBER TRUNII WITH(E)COAX ANTENNASECTORS EXTERNAL GROUND BAR BY GENERAL CONTRACTOR. E -(E)T-MOBILE PPC IF)T-MOBILE.6131 EQUIPMENT CABINET COAX AND HYBRID CABLES / NEW COAXIAL GROUND KITS WITH LONG.BARREL COMPRESSION LUGS WITH TWO(2)3/84 BOLTS AND ILOCK WASHERS SIMILAR TO ANDREW 3241088-9. y COPPER GROUND DAN ---- GROUNDING SCIEDIL� W(Typ) STANDARDGROUNDINGKIT (COMMSCOPE PAW#UG12158-15B4-T OR EQUI 6MIN, .................. (,Ul",R .................- r -12,BARE SOLID-TINNED COPPER 1) IIOUNIIIG� ............ C(Typ) CONDUCTOR TO GROUND BUS. (P)#2AWG BARE71 NNED SOLD COPPER CONDUCTOR NOTES: BONDED TO GROUND SING 1.ALL HARDWARE TO BE STAINLESS STEEL.COAT ALL SURFACES WITH .............. PH E PROJECT No 11059 CD00P'. _(GROUND CABINIUS PER MANU.SPECS) NO -SHELD BEFORE MATNG� OR GROUND BOND PC STEEL ONLY INSERT A TOOTH WASHER B (p (E)SECTOR GROUND BAR LUG AND STEEIL COAT ALL SURFACES WITH KOPR-SHIELD. ................ ...... GW61 _F 11-------=. ­--- - HE D'Y P)ANTENNA PER MAIR SPECS 2 F BETWEEN (E)GROUND RING 3�.ALL HOLES ARE COUNTERSUNK (D L��EOUIIRMMELNTLPER MANG SPECS ....... --\GROUND BAR CONNECTON DETAIL QGIRIMIDIING DIAGRAM / 2 s L N15 Y—ALL \N:m_c/--NOT fU SCALES, CONTRACTOR SOTF^ C NUALTOR TO VERIFY THAT THE EXISTING CONDUIT 11111DU�L CONDUITS AND WRE SIZES ARE ADEQUATE FOR GGIN.F M WIRE THEACCORDANCE WTH PROPOSED LOADING IT EQ f.IINEC AND INCLUDE ELECTRICAL UPGRADES IN (E)T-MOBILE 6131 EQUIPMENT CABINET THE SCOPE OF WORK AS REQUIRED. (E)T-MOBILE PRO PIP L THIS DOCUMENT IS THE C TON' DESIGN PROPERTY ANO COPYRIGHTED WORK OF TWONLE ANY DUPLICATOR OR USE"TROUT EXPRESS MITTEN r CONSENT IS STRICTLY PROHRI[TE D, NOTE IF USE GRAHIm SCALE AN Cl,THE NOTEEDO SCALE.� Iw TIMES .. . ...........STIE NUMBER.- L113821 SEE NAME: PEGONIC 41405 H�26 PEGONIC NY 11958 ....................................................... —---------- BHIE2T'NYCE .................... GROUNDING& POWER DIAGRAMS (TIF) SHEET NUMBER NOTE: - --\POWER DIAGRAM FOR'THIS SITE.CONTRACTOR IS TO VERIFY EXIIS y E-1 3 iNFINICY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUD IG \:1�1/5CA-L SCALE ITSCALEELECTRICAL LOADING PRIOR TO CONSTRUCION TO ENSURE EXISFING INCOMING SERVOS CAPACITY.ALL ELECTRICAL INSTALLATION Is TO COMPLY WITH NEC,ADOPTED VERSION. SIFEET 6 OF_9 ELAPSES 17-141 P;P LL z SUBMIT I ALS TAG TAG TAG An --- ------- ............................ -.1-1-1--1..................................... PROJECT"� METALLIC TAG NOTES __E_ CHECKED 1.TWO METALUC TAGS SHALL BE ATTACHED AT EACH END OF EVERY CABLE LONGER THAN(3)THREE FEET 2.CABLES LESSAN(3)THREEALL HAVE of NE;V TH FEET VE T METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. 3.TAGS MEL BE FASTENED WTri STAINLESS MEL ZIP 71ES PENDINg BECEIPT OF FINAL IRFDS APPROPRIATE FOR CABLE DIAMETER. 4.STANVARDIZED META LIC TAG KITS MILL BE ASSEMSLCO' TAG WITH TAGS ALREADY ENGRAVED TO ACCOMMODATE ALL CONFIGURATIONS. /-2\METALLIC TAG DETAIL To SCALE T S DOGUMENT IS THE CREATION, DESIGN„P OPERTYANDCOPYRIOITTEO WON Of T40SILE.ANY DUPLICATION CRUSE W 0,7EXPRESSMIT'TEN CONSENT IS STRICTLY PIRCHIlIfft MDTE�IE N.G..I..ARE- 1W USE GRAPHICAL SCALE ANDIOR 12 TIMES OF THE NOTED SCALE ....WE. NUMBER L 11 3821 A SITE NAE: PSCONIC 414DE HWY 25 PECO",NY 11956 ...................... .......... COAX/FIBER PLUMBING DIAGRAM 47 671)02C OUTDOOR CONFIGURATION COAX/FABER PLUMBING DIAGRAM SHEET NUMBER E-2 SHEET 7 OF 9 SHEETS ELECTRICAL NOTES: WORK INCLUDE CLEANTING RACEWAYS CONTE CO.FJOT ITI ABsURANCE 1.INCL US ALL.LAU­MATI EQUIPMENT.FLJAVT AEANI 1,RENTAL ALJ_CONSTRUCTION DERIS RESULTING PROM THE PENEUXTUDIC 0 WALES.FLOORE AND ROOFS,FOR THE 1.THE COWRACTER SIALL BE RESPONSIBLE MR VERFICARONS 1.ALL W RK SHAN-1 HE IN ACCORDANCE WENT APPLICABLE Ulc�r AND AD WSTRIONH TASKS RPOUIRED TO COMPLETE.0 MAKE WON, WORD Of RACEWAYS,TO BE PROPERTY STATE AND FUDERAL REGUIALOW,THESE 5 a GREW OF ALL MEASUREMENTS AT THE SITE BEFORE DRITEMNO MY "Al"'INCLUDE' AND SPITE ME ELECTRICAL WORK$NO"ON PLC DRAWINGS SEALED AFTER FSTALLARN OF RACEWAYS SO AS TO MATERIALS OR Do..A.ADS,.0 MEEK DAMAGE UP NOT BE UNUED 10 THE MPUWLE CODES SET FORTH BY THE SPECIFIED HEREON,INCLUDING BUT NOT UMMED TO ME 2,CLEANEQUIPMENTAND SYSTEMS FOLLOWING THE COMPLETION NAUMAN ME STRUCTURALOR WATERPROOFINTEIGHTY Of CCEPENSAT)ON SNAIL BE ALLOWED DUE TO]REFERENCE LOCAL GOVERNING BODY.SEE"CODE COMPF-I 1_1 REFORMING: OF TFIE RESPECT TOS THE SATISFACTION Of ME ENGINEER. THE WALL,FLOOR OR IT"SfSTEW TO BE PENETRATED. BETWEEN ACTUAL DIMENSIONS AID DIMEAMINS INDICATES ON ADMINETHRUMN A,PREPARE AND SUBMIT SHOP DRAWART,GAUNAMS ME GREEMINATHAN AND S PENI SEAT ALL.DOTHEIT PENEEPIECTINS THROUGH FIRE OR SMOKE ME CONSTRUCTION DRAWINGS.ANY SUCH DMREPM"IN L TILE ME COMMENCEMENT OF ANY RAW,THE CONTRACTOR ELEMENT,­ I CAREFULLY LAY OUT ALL WORK IN ADVISOR 10 ACID RATED WALLS,CIE OR BROKE TIGHT CORRIDOR OWNER WHICH MY BE FOUND SMALL.BE SUBMITTED TO THE RULE AS A PROJECT MANAGER MID WILL ACT AS A SMILE IT FREIGHT ALL NECESSANDA PERMITS AND APPROVALS AND UNNESESSMY COLLINS,CHANNELING„COMING OR CREEPS OF PARTIONS TO MAINTAIN PROPER NAMES OF WALL OR OWNER EO CONSIDERATION WORE THE CONTRI PONT OF CONTACT FOR ALL PERSONNEL UVOLVE)IN THIS PAY ALL REQUIRED FEES WAS CHANGES IN CONNECTION WIN FLOORS WALLS,PARHMONS,CEILINGS OF OYMEIN SURFACES, COLING. PROCEEDS WITH ME WORK IN THE AFFECTED AWAD, PROTECT.THIS PROJECT ANAME1 WILL DEVELOP A NVATOM THE WORK OF THIS CONECOL WERE SUCH WORK 0 NECESSARY,HOWEVER,PATCH AND M.PROVIDE ALL CONDUR ENDS WITH INSULATED METALLIC o THE ROGER,IF AWARDED THE CONTRACT,WILL NOT BE SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED 70 Z A IN AN APPROVED MANNER W SKILLED, GROUNDING BUSHINGS. ALLOWED-CORA PERSATION V REMAIN Or ANY INE OWNERS PRIOR TO THE COMMENCEMENT OF MY WORK. SUMITT AS-BI DRAWINGS,OPERATING AND FROVENANCE PLANES ME W () ,-On S AND MARLI MECHANICS AT AS ADDI COST TO THE OWNER,BORDER N.DUN "END IGH,HAVE U TO BE SUPPORTED AT MINIMUM INSTANCE OF P THING CONCLUDED:SUCH NOTES 2�SUBMIT A WAR ME PROGRESS CHART,N07 MORE FORM!3 DEC HAS AGE CULETRUM OR HUNG.ROUGH AND FINISH EVIL CEO ERAMN TO OVER TRANS WHERE WORK WILL BE 8'-0-,OR M REOURED BY FEEC�IN HORRONI AND FULLY INFORMED THEMSELVES PRIOR 70 THE BIDDING, FAIRNo PLEA PAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT]OF Pro NBC OF SAFMC 08 NEWLY INSTALLED CONSTROM N INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADER NEI""MOM OF IGNORANCE OF CONDITIONS ENST.OR OF M WORK ON ME SCHEDULE.IMBICA71NO A TIME RAN FOR WENT IN WORKING OUT SPACE CORNING IF WOW 15 o"PIRONGDE STAINLESS STEEL FMM..PlE.HAS OF LEVELS OR DEBUGGING THAT MAY BEWT OFFER FOR ME WORK 0;IS CONTRACT FOR STAR ALL *1 PERPETRATORS THROUGH POST TENSION SHAPE,X-RAY EAVOT INSTALLED BEFORE COORDINATION MITI OMER TRADES,OR JU CHON BOXES AND/m OVIET BKOUL5 NOT USED 1. OF MY OTHER RELEVANT MATTER CONCERN THE WORK TO EACH WATCH CATEGORY OR UNIT OF WORK TO BE PERMRMM AN I BE PORI IN THE EXECUTE'OF THCHGORI WILL Ot AT THE SEE PROPERLY SEQUENCED AND COORDINATED WITH RA OF POLETRAFRON PRIOR TO PERFORMING WOW. CAUSES I HEREETTENCE, ARE CHANGES NECESSARY TO UNSOLD ARMS.PROVED All OTHER UNUSED DOWES WITH M p COURDWIT ALL X-RAY WORK WITH BUILDING ENGINEER, CORRECT CONDMONS WITHOUT EXTRA"ME. HER ELEMENTS OF WFARX AND SHOWING COMPLETION OF THE A STANDING COVER PLATES. ITO A AS AM EXCUSE FOR ANY FAILURE OR ONIUSK)IN ON WORK SUFFICIENTLY IN ADVANCE OF ME DATE ESTABUSTILD 1,PROVIDE WHERE SUPPORTS, STRUCTI UURN_ WHERE APPLUMBLE,PROADC ROOFTOP CONDUFT SUPPORT ME PACT OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF FOR SUBSTANTIAL COMPLETION OF OFF WORK MINING SUPPORTS.AND BASES FOR COMEDY AND SYSTEM,CONFORMING TO ROOFTOP WARRANTY REOUIRSMM, ALL HIS REQUIREMENTS OF THE CONTRACT DOCUMENTS 3.PRIOR TO COMMENCING CONSTRUCTION,THE OWNER SHALL EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1,AS FILE GRAWBRADV PER BUIRMING. GOVERNING THE WORK. SCHEDULE AN ONI MEETING WITH ALL MAJOR PARTIES THIS HIS CONTRACT.PROVIDE COUNTER MACHUND,SLEEVES AND A.UPON COMPLETION OF ME WORK,FURNISH TO THE OWNER WOULD INCLUDE,BUT NET FUNDED 70,THE OWHM,PROTECT SEALS FOR FLOOR AND WALL PENETRATIONS ONS-BUILT'DRAWINGS. WINES ME CABLES CONTRACTS AND WARRANTIES 1 MANAGES.CONTRACTOR,LAND OWNER REPRESENTATIVE,LOCAL F WANTMM ALL EXISTING ELECTRICAL SERVICES IN ME 2.SERVICE MITI t.CONTRACTOR 70 COORDINATE WITH EQUIPMENT SUPPLIER AND CONTRACTOR IS RESPONSIBLE FOR AFRUCATION AND PNYWENT TELEPHONE COMPANY,TOWER ERECTION FOREMAN(If BUILDING AREAS NOT AFFECTED BY ME ALTERATION DURING k UPON COMPLETION Of THE WORK FULLY INSTRUCT T-MOULE, VENDOR FOR EXAM EQUIPMENT OVER-CURRENT PROTECTION OF CONTRACTOR UCENSES AND BONDS SPENT THE rNmEss or ME WORK INCLUDING PROAMING ALL AS TO ME OPERATOR AND W&NIENANCE OF ALL MARRUAL. VOLTAGE WIRE SIZE AM PLUG CONIRGURITION,IF APPLICABLE, 2.SEE MASTER CONTRACTOR SERUCICS AGREEMENT FOR SUBCONTRACT A I MAT PTSWETAL-1 P.LL ) HAN COMMUCCIOR STAL-BE EQUIPPED WITH SOME MEANS OF TEMPORARY LUMEEM,CONDURS.CAPS PROTECTIVE GEMIEQUIPMENT AND STIS ME) 10 US. ANT.-UI CONSTANT COMMUNICATIONS.SUCH M A WI PHONE OF A CONNECTION AND EQUIPMENT REQUIRED,PROVIDE A.PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 1.AU EQUIPMENT/'DICES TO BE PROVIDED ABLE INSULATED BEEPED.THIS EQUIPMENT All NOT BE SUPPLIED BY ME W'LmRre VALAT A TTMPDRARf HOW ME POWER MR CONSTRUCTION OPEROMMIG AND MAUNIUMNING Al SYSTEMS AND PQJlPMPFL GROUND CONDUCTOR 510RAGE OWNER MCA WILL WIN-H GMvO,F BE ANAVFG,,, PURPOSES. 1.ALL AME AND CABLE M 1 70 HE TOOLVET,COPPER,WITH MINN/ 1.ALL MATERIALS MU19 BE STORED IN A LEVEL AND SAY FASHION 5,DURING CONSTRUCTION,CONTRACTOR MUST ENSURE MIT " 2. IS THE INTENTDRAWINGS THESE DRAWAAND SPECIFICATIONS TO CUEING AND PATCHING MHN ONSULAUTON,DGER,AS Norsr. ADD IN A MANNER 7.7 DOES NOT MECE"N"Ey OBSTRUCT THEEMPLOYEE NF AND SUBCOIRAMERS WEAR HARD HAS AT ALL CALL FOR AM INSTALLATION THAT 15 COMPLETE IN EVERY L PROVIDE Fit CUTTING,MILLER,ROUGH AND BUSH PATCHING 4 VANE FOR POWER AND UGHTING WILL NOT HE LESS LOAN NO M FLOW OF OTHER WORK, Y STOOKE METHOD""MEET ILL TMES,CONTRACTOR WILL COMPLY WITH ALL WEDS SAFETY RESPECT T is NOT THE INTENT TO GIVE EVERY STILL ON ME RECUR 0 TO COMPLETE THE WORK. 12AWG ALL WIRE NO.8 AND LARGER TO BE STARTED, RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. THEIR AGREEMENT. EMWING5 Mo N THE SPECII IF AN FISH OF WORK 6 2 OBTAIN DAMON APPROVAL PRIOR TO CUTTING MUTUCH FLOORS 5 CONTROL WIRING 13 NOT TO S;C MES MAN NO.14AWC S REQUIREMENTS I INDICATE'IN THE DRAWINGS,TIS CONSIDERED SUFFICIENT OF WILLS FOR PIPING OR CONI FLEXIBLE IN SINGLE CaND MORS DR MULTI-CONDUCTOR CLEANUP PROM WRITTEN DALY UPDATES ON SEE PROGRESS TO THT GO OWNER. FOR INCLUSION IN THE CONTRACT.FURNISH AND INSTALL ALL CARIES. NOTICE WIRING WILL CONSIST OF MULTI-CONDUCTOR 1.THE NPROCIZILS SMILE AT ALL TIMES,KEEP ME SHE FREIE'. A.COMPLETE INVENTORY OF CONSTRUCTOR WATERIALS AND MATERIAL AMID EQUIPMENT USUALLY FURNISHES OF NEEDED TO TESTS INSPECTION AND APPROVAL GAMES WHENEVER POSSIBLE CABLES TO BE PROVIDES WITH FROM AWLAILATION Or WASTE MATICUMILD OR ALESSI, EQUIPMENT IS FOCUSED PRIOR TO START OF CONSTRUCTION. WE A COMPLETE INSTALLATION WHETHER OR NOT 1.BI ENERGIZING MY OJECIFECAL RUJELATIN,INSPECT AN OVERALL FIENME-RETARDANT,EXTRUDED JACKET AND RATED CAUSED MY THEIR EMPLOYEES AT WORK AND AT THE B.NOTIFY THE OWNER/FAROJECT"ROLE IN MACAU NO LLSS SPECIFICALLY MENTIONED IN THE CONTURAM DOCUMENTS, EACH UNIT IN DUAL TIGHTEN ALL BUTTS AND CONNECTIONS FOR PLENUM USE Ali CONTROL WIRE TO BE 60NOLT RATED. COMPLETION OF ME WORS,THEY SHALLREMOVE AL.RUBBISH MAD 9 HOURS IN ADVANCE Or CONCRETE HOURS,TOWER �,0,R,Q,UW�R,l,lGrTEN WHERE REQUIRED)MIT DETERMINE THAT ALL C WINE PREVIOUSLY BOLLES INTO CONDUIT IS CONSIDOESTE USED FROM AND ARCUT THE BI MA,INCLUDING"­THEIR 0 - GENERAL REQUIREMENTS S ARE ALDRED.AND ME EQUIPMENT IS IN GATT, ME IS NOT 10 RE RE-PULLED. TODIM,SCAFFOLDING ADD SURPLUS MATTRATS AND SHALL ERECTIONS..0 EQUIPMENT CABINET PONCtMENTS B AM READY To A, 1.FROM ALL WORK IN ACCORDANCE WINI THE WKNA, OPERATIONAL CONDITION. HOME RUNS AN BRANCH CIRCUIT MINING FOR EIA UN 2 LEAVE THEIR WORK CLEAN USE INSURANCE AND BONDS �lt ITS 1,CONTRACT R,AT THEIR OWN EXPENSE,SCALE BARRY AMD -- ELECTRICAL CODE(NEC)AND LOCAL AND STATE ELECTRICAL 2.PROVIDEME COMPLETE ELECTRICAL SYSTEM FIEF OF GROUND CIRCDRS' (FQ EATEROP E� FAULTS ME SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LEN I k VISUALLY INSPECT EXTERIOR SURFACES ME REMOVE ALL UMBRAS FOR ME DURATION OF THE PROJECT ALL CODEV 2.THE EEC SAL PLANS ARE DIAGRAMMATIC ONLY RELIEF TO CREME SATISFACTORILY UNDER PULL LONE)CONDITIONS, IT 10 NO NO.12 TRACES OF WIL'WASTE MATERIALS,SMUDGES AND OTHER INSURAN AS R ME RED AND USHED.AND STABLE NOT -- THE ARCHrrECMRAL PLANS FOR ME EXACT DIMENSIONS or WITHOUT EXCESSW HEAUNG AT ANY POINT IN THE SYSTEM, 51 TO 100 NO 10 FOREIGN MATTER. 'Em- THE OUILDIFFAC M,70,11 US.8 B.REMOVE ALL TRACES Of SPLASHED MATERALS FLOW COMMEND WON MOR WORK UNTIL THEY HAVE PRESENTED AN D CEREI OF INSURANCE MATING ALL COVORMES ------- INLNIGY HAS NOT CONDUCTED AN ELDERS L LOAD STUDY SPECIAL REQUIREMENTS 81 VOLTAGE POP IS No,10 EXCEED 3%. MT4CEHP SUN ORIGINAL REHR TO THE AIMS ALREEMENT FOR ........... 3 1 7 ON CUP ITIII I IONTRAM11 15 11 llll�FARM" 1,11 HOT THENCE ANY*111 11111PUM ALAN ANY HAZARDOUS 1, FIRE ALL 1111ECTIll WITH UL All' 11,11 C.11 �io ACHIEVEX USI DECADE or ROD HEED 2 IN UIRED INSURMCD LIMITS, ELECTRICk MALOIN PRIOR TO CONSTFULTION TO ENSURE UITUARO CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE CAPE INSULATED CONNECTORS:SCOTSMEN OR AND CLEAN OW MAIN ME EXERTION OF THE STRUCTRE, E OWNER$HALL BE NAMED AS AN AMMI INSURED ON DNA TH"', EMOTING INC [NO SERAPOE WACTLY,ALL ELECTRICAL Of THE PUOUC AND/OR BUILDING OCCUPANT!.DO NOT HYMNED EQUAL INTERIOR ALL POLICES C INSTALLATION IS TO COMPLY WITH NEC,ADAPTED VERSION. INTERIOR WITH OR CHI ANY OF THE POSTING SURFACES WIRING DEVICES A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL 3,CONTRACTOR MUST PRUDE PROOF OF INSURANCE, G, *MORE THE 01 WRITTEN PERMISSION. 1,All. RMERFACLES INSTALLED IN THIS REDEEM TO HE TRACES or SOIL,WASTE MATERBIS SMUDGES ADD OTHERJJ 2 WHEN INNECESSA TO TEMPORARILY DISCONNECT ANY EXIST NO GROUNDING ME WIFE GROUNDING PIN K07 CONNECTED TO FOREIGN MATTE FROM WINIS,FLOOR,AM CEILING, ............... ................................... 4,TESTING OULDING EQUIPMENT IS N07D ON ME OWINGS, BUILD C UTILITIES AMID SERVICE TMEWS.INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WINE COI U.REMOVE U.TRADES OF SPLASHED MOTERVE-C FROM NEW OR RELOCATES EQUIPMENT IS SHOWN MIT WED LINES. OF BRANCH GROUTING SUPPtVVG EXISIING FACILITIES. DIEGO FELT SOLUBLE ME FUSES ADI SURFACED OF NEk, FUTURE ECUIPMENT(NOT IN THIS COM�IS DEPICTED WITH CONFER WITH ME WHEN AND ARRANGE THE BERLIN OF 1.DrSQUISECI CHILE TO BE WETAGIL-RATIO TO SUR THE C.REM GAS PA DROPPINGS,SPOTS,SPIRE,AND DIRT FROM ALL ABOVE RECENT)LINE SEAT D LIMES..REQUEST CLARIFICATION OF DRAWALTS OR OF INTERRUPTION FOR FEE MUTUALLY CREED UPON. FUTIMMITERIALICS OF THE SYSTEM FROM WHICH HHUY APE FINISHED SURFACE$, M AN SPECIFICAB S PRIOR TO PRICING OR INSTALLATION. SIR OWN NOTE,SCHEDULE AND NOTIFY OW OR 48 HOURS SUPPLIED APPROX APPFRIXINAM 5 GMERA,_ PRIOR TO SHUTDOWN ALL SHUTDOWN WORK TO BE 2,PROVIDE HDAY-OUTTY, UAL-ENCLOSED,E{OF CHANGE ORDER PROCEDURE 0 AT X AMR CAREFULLY MUALMC THE DRAWINGS AND SCHEDULED AT A TIME CONVENIENT To OWNER. OFF UNEM NFICHED,FUSED OR UNI OF ED H TYPE 1.REFER TO SECTION 17 OF SIGNED WC SEE PROFTESPODNAL FIT$ WE TRANSMISSION STATION SPEWCATIONS AND BEFORE SUBMITTING THE PROPOSAL. AN SIZE AS REQUIRED TO PROPERTY PROTECT OR DISCONNECT BENCE AGREEMENT FOR MESA. CAB CABINET MAKE'A MANDATORY SURE IW 70 ASCERTAIN CONDI Or GROUNDING ME LOAD FOR W ON 1HEY ME INTENDED. OLD SHIFTING THE SNF,AND THE NATURE AND EXACT OUANCITY 0 WORK t ROME ALL GROUNDING CONDUCIFORS AS SHOWN ON U PROVIDE NEMA li DISCONNECT MOLES FOR FRENCH RELATED DOCUMENTS AND COORDINATON GCMG GO CACHE 70 BE PERFORM®.NO EXTRA,COMPENSVION WILL E CONDUUT/GROUNCMG RISER, N ON.RICAN 3A FOR ECTURION INSTALLATION. 1.GENERAL CARPENTRY,ELECTRICAL AND AMTZRNI DRAWINGS ARE GO B UA` 1 CONT CONTINUOUS ALLOWED FOR CAERE TO NOTIFY THE OWNER IN ATTEND, 2.ROVE BUD KOWIL CU.PENN CONDUCTOR FROM ME NOR 1,ARSACLUMBECT SWITCHES 0 BE MANUFAUJIGED VC UFFERTREOT D.IN PERFORMANCE OIL THE WORK,ME OF % OF ANY DISCREPANCIES THAT WAY WE BEEN RULED ME LOCATION TO BUILDING MEL VERIFY BUILDING STEEL IS P. GENERAL EUCII COMPANY CONTRACTOR MUST REFER TO ALL DRAWINGS,ALL WORDINALOC DA ORM DIAMETER <)AIR BETWEEN THE EXISTING CONDITIONS MIT THE DEMANDS EEMOULVELY GROUNDED PER NEC TO ME MAIN 5QRVCE R.SQUARE-D TO BE ME RESPONSIBILITY OF ME CONTRACTOR. W DRAWING SERUM WHO GROUNDING ELECTRODE CONDUCTOR A`EM M."RK-1 CHIPS FUSES.UNLESS NOTED OTHERWISE SHOP DRAWINGS EA EACH CM I B. VERIFY ALL MEASUREMENTS AT THE SCE AND BE MARE ALL RAN D CONNI FROM MOB 70 ELECTRICAL CCNFRACTDR SHALL SUBMIT SHOP DRAWINGS AS PIE NEED AND ELEC ELECTRICAL RESPO SIBIU PER CORRECTNESS OF SARI EQUIPMENT WEE 2 HOUR,CRIMP TYPE,BURNON COMPRESSION 1.INSTALL DISCONNECT SWITCHES WHERE INDICATED ON USTED IN THEE SPICIECATONTS 10 THE OWNER FOR EL Ev ELEVATION PROF SEAL 6. FUSES IN LITTLE DISCONNECT SMICHES.THREE 2 a UAM WORKMANSHIP MATERALS AND SAFETY TERMINATORS,512AS REQUIRED. DRAWINGS APPROVAL M) EQUAL �B A,PROVIDE WIN MATEB6� 0 AND EQUIPMENT OF A DOMESTIC 4 USE 1 HOLE,CRIMP ME.BURUDY COMPRESSIONS 2.INSTATIL ALL SHOP DRAWINGS CHILE BE REVIEWED.EMED,CHECKED AND EQUIP EQUIPMENT -11 CIIMEV 11 THE CREATION IRAN WEGNER BY CHOSE REGULARLY ENGAGED IN ME TERMINATIONS,S12M 6 REQUIRED,AT EQUIPMENT GROUND MUST WATCH IN TYPE AMID RATING. CORRECTED DY PRIOR TO SUBI 10 THE EGB EQUIPMENT GROUND RAN ESON,PROPER ANDCOPYRIG D PRO M CHUN AND MJrAVUM1 OF SPECIFIED WMETCALLS CONNECTORS 3 MOSES To BE MOUNTED SO THAT THE UNEDUS SHNING THEIR OWNER. (E) MUSLIM AND EQUIPMENT.WHERE UL OR UTTER AGENCY,HAS 5,HIRE AN INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS RATED'S CAN BE READ WITHOUT REQUIRING TUBE REMOVAL LAI EXT BIDS WORK OFTHMOSI 5 ANY DUPLICATOR ESTABLISHED STANDARDS FOR MATERIALS,MOVIE MATERIALS TESTING.PRI M 4 SEES OF ME COVERED DOCLUDENTS TO 4,FURNISH AND DEPOSIT$FARE FUSEE AT E JOB SHE AS PRODUCTS AND 50BSpTUTTONS FF FINYRHED FLOOR ON LEA WFUNCHI EARBESS COVETER WHICH ME LISTED AND LABELED AD ORDINGLY.ME ME OWNER FOR VIDERACTION PRIOR 10 THE PROJECT FOLLOWS: I.SUBMTf 1 COPIES 11 EACH THIMORST FOR SUBSRTIRIDNI.IF CA, GAUGE CONEENTIS SEERICII.YPROHNIMED. COMMERCIALLY STANDARD FENS OF EQUIPMENT AND ME COMPLEDOM A_THREE SPARES FOR'.DON ME AND SIZE.IN EXCESS OF EACH ROILIEST,I WE PRODUCE OF FMGQCWMN OR SPECIFIC NAMES MENTIONED HERON ME MERCER FOR THE RACEWAYS SOA,USED FOR DIAL FUSING. INSTALLATION METHOD TO BE REPLACED SY THE SUBSTITUTION, GALY GALVANIZED PROBE FUNCTIONING OF THE WORK. 1.ALL WIND 70 BE INSTALLED IN CONDUR SYSTEMS IN B. TEN PERCENT STAGES FOR EACH TYPE AND SEE UP TO INCLUDE RELATED SPECUICATION SECTION AND DRAWING cc GENERAL CONTRACTOR W07E:I B.WON SKILL BE PERFORMED W WERFUUM SKILLED IN ME NCCOMAACE WEE ME MULOWINI AND INCLUDING SUA,USED FOR INITIAL LOSING IN NO CASE RUMORS AND,COMPETE DOCUMENTATION SHOWING GRAD GROUND GRAFFITI ARE 22`1W, E EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN ON AS m SIZE BE WISHED. SUBMIT ALL NECILSSARY PRODUCT DATA AM CUT SHEETS MAX'. WOMEN! 7RANVE REQUIRED FOR ME WORK.INSTALL MATERALS AND A.EXITROR FAMOUS AND CONTROL WHERE UNDERGROUND,TO ME LESS THAN THREE FUSES OF ONE PARTI TYPE.0 COMPLIANCE WITH ME REQUIREMENTS LOS SUBELMI LG LONG GISCALEANDMIR WHINTS 2 BE THE NOTED SCALE COMPLETED MIT IN ACCORDANCE WITH ME APPROVED B.EXTUXOR'ABOVE GROUND BOHM CONDUITS TO BE WHICH PROPERLY INCOME AND DESCRIBE ME ITEMS, FISCH MECHANICAL __'irTE NUMBER: DEC MALEFACTORS OF ME MANUFACTURER AND IN GILVAN"D RIGID STEEL(Nos) PRODUCTS AND MATERIALS BEING INSTAL1.90,ME COMPUTING MW MICROWAVE DISH I ACCORDANCE MUH CONTRACT DOCUMENTS. C.AT,GLLCOMMUSLICHDOM GAINS^ TO GENERAL NOTES: SHALT,IF CREDIT)NECESSARY�THE OWNER,SUBMIT ACTUAL MER WOUFACTURER L113821A C BRUCE LABOR,MATERIALS.MPRONHUS AND APPLIANCES Be END, SAMPLES TO THE ORDER FOR APPROVAL IN LIEU Of CUT MING NXISTER UR'UND BAR ESSUENTAL TO ITIE PON OWING OF THE SYSTEMS DESCRIBED U INSTALL PULL HOPES IN�NEW POPPY CONCURS INISTALIED FEE SHEETS M MINIMUM STE NAME_- INDICATED 1,MORE SPECIACATTON AND CONSTRUCTION DRAWINGS IN R CATED HEREIN,OR WHICH MAY HE RENEOPMET ON CUTS PROJECT. ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND MET, METAL REECHO IMPLIED AB EsSFARV,WHENEVER MEETINGS IN THE ,ALL TELECOM CONCURS AND PULL BOXES INSTALLED ON ME MATERSELS TO BE FURI FOR CONSTRUCTION. (N) NEW 41 25 CONTANAT,DOCUMENT OR NOT THE PROTECT TO BE LABELED'T-MOI OWNER WITH PEA RUG IT D ME WFURRIEFF RECESSES FOR SUPPLEMENTARY PROVIDE FARES FOR CONTRACTOR TO METAUJ_ 2.ME SWINGS AND SPECIRCALONS ME FORMED TO BE BUD NOT IN CONTRACT ONIC,NY 11950 I r INTERIOR H­ERPLAWTORY AND SUPPLEMENTARY.HOWEVER,SHI ------------ WS OF TO SCALE NOTHU"'ONS TO ARCHFFECT/ENGINEER IN CARE OF COURT FEEDERS 10 BE INSTAMED IN EM.T.WITI STEEL ANYTHING BE SUGAR,INDICATES,OR SPECIFIED ON ONE AND OO ON CENTER AS To WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION HELPED 0 _�REEIF MILE Up ,MINIMUM HOT THE OTHER,IT S_BE ONE THE SAME 8 IF SHOWN. OEM pp NIMUW SIZE COOKOUT TO BE)",TRADE SIZE LARAFTION THEREOF, GIN INDICATES OVER (P) p RI E,PERFORMANCE AID ROJERIAL REQUIRLIMUNTS SSHIENLED OR USE MHERMOE 10CATED ON NE DRA'W'INGS SPECIFIED IN BOTH CROMER SPECIFIED ME MINIMUM STANDING ACCEPTABLE,THE RIGHT P.FINAL CONFECITO 3 THE INTENTION or ME DOCUMENTS 15 TO INCLUDE ALL LIBOR PC PERSONAL COMMUNCATON SYSTEM GENERAL AND IS "BE RD 70 MOTORS-D KDMIBg MOO'=U AND VALENCES REASONABLY NECESSARY FOR THE PROPER PPG POWER BRUTE TOM GREEN ,CJLDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM "'A"o IN JEUM-TIGHT ROME MI M ME ADM AND COWPLETTON OF ME WHEN AS STIPULATED IN 11 CABINET QGWFTWOV DOCUMENT R""`S SOLELY WITH L CONDUr TO AS RUN CONGEALED IN COUNTS,RNFSHED ME CORI (D BE SQUARE FOOT ELECTRICAL GLURMIEE M.ARCHITECT/ENGINEER.CONTRAST DOCUMENT OF NOT, AREAS OR DREVI PARTMONS,UNLESS OTHERWISE NOTED, sm THE NOTHING OF CLIENTS INNGA70 OR THE OWINGS Is 4. OF THE SPECIMCAD045 15 TO INTERPRET THE SHEET THE P RPOSE DETAIL REFERENCE KEY NOTES I.(COMPATIBLE MAPPRIALE PARTS AMID LABOR FOR NOW FOR ONE OIAGRAMI BEFORE INSTALLING W WORK,EXAMINE ME INTENT OF FFt DRAWFMS AND TO DESIGNATE THE WUROD OF WILAR AM FROM ME DATE OF FEELINGS OF 000LMERCY BURNS. WORMS LAYOUTS BAD SHOP DRAWINGS OF TWEUFC" ME PROCEDURE TYPE AND WMTrL or NATERVITs FrouiRm SO SISMW MEL HER DURING MIT THERTE)WE GOLD FAULTS OR IMPERFECTIONS TRADES 70 DETERMINE THE EX)V7 LOCATIONS A, 5�TO COMPLETE ME WORK SEE STEEL PAT ANSE OLD TO DETTEM OR OMISSIONS IN MATERIALS CLEARMCPS. D MINOR DEVIATORS THEM ME DESIGN LAYOUT ME AFTECIPARS ME TOP OF CONCRETE SHEET"NUMBER WAY K_ALI,EXTERIOR OUBBUG HARDWARE TO B GALVANIZED AM SEAT HE CONSIDERED AS PART OF THE WORK.NO DRAWING DEMIL NUMMEA--�� Tom Top Of MASWw OR WORKMANSHIP WITH No ADDITIONAL QOVPFNWlOM AND AS CHAD ES THAT ALLEN THE CHARACTER OF THE MORE WILL QC UIRCUTED BY MCHRECT. STEEL CG TO ANT,BUTORK ENGINEER PRIOR To TYPICAL ATIACHING TO BUILDING STRUBMIRE. WE OR PERMITTED BY ME OWNER WITHOUT SSLONG A RU: ME VERIFY IN HELD CHANGE ORDER. A-3 VON UNLESS OTHERWISE NOTED FEET NUMBER OF DETAIL WWF WELD D WIRE FABRIC W/ WITH ...... SHEET 11 Ol 9 ISHITITI - - -- GENERAL MOTES- HRDR RFMFOIN:FIY POYMFR NFRPT NOTES: 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE.LATEST'VERSION OF APPLICABLE 1. FRP PLATES,SHARES,BOLTS AND NUTS(SPUD/NUT ASSEMBLIES)SHALL CONFORM TO ASPM D636, !7=7510o PSI WIN.REINFORCING EAR(IF APPUCAHLE)M CONFORM TO ASTM A815 LOFALISFAFE/WUVIY✓CFIY BUILDING CODES,AS WELL AS ANSI/TN-2U STANDARD.AWWA-DIOO 695.700,PLATES AND SHAPES TO BE FY-5.35 KSI LW(SAFETY FACTOR OF B)..W KSI CW GRADE 50 SPEgFIC4RONS.All MORTAR TO BE 2000 PSI MIN. a 9 STANDARD.NDS.NEC,WSiC,AND/OR THE LATEST NASION OF THE INTERNATIONAL.BUILDING CODE, (SAFETY FACTOR OF a)WIN. .FOR MERIOR/ABOVE GRADE APPLICATIONS TYPE N MORTAR HAVING MINIMUM MODULUS OF UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. RUPTURE OF 100 PSI SHALL BE USED FOR EXTEIOR/I#LOWGRADE APPUMTIONS TYPE M OR E N D s 2. IF FIELD FABRICATION IS REOURED,All CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 137 PSI. t✓ 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE ANYL ESTER SEALNG KR SUPPLIED BY THE MANUFACTURER. •BRICK AND MORTAR INSTALLATION TO CONFORMTO MI BUILDING CODE REQUIREMENTS FOR THERMOPLASTIC N THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS ONTRACTORS 3, ALL FASTENERS TO BE 1/2`DA ERP THREADED ROD WITH FIBER REENFORCEDNIMASONRY STRUCTURES. 7 3. ALL WOW INDICATED � z E IXPERE7NCED IN SIMILAR CONSTRUCTION. SPACED AT 12 INCHES ON CENTER MAXIMUM.U.N.O.,FOR PANELS AND AS DESIGNED FOR 2. ALL CMU TO BE 1500 PSI MIN.REINFORCING DAR(IF APPUCARtn TO CONFORM TO ASTM A615 •L 3 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDIiIDNS.IF OBSTRUCTIONS ARE FOUND. STRUCTURALMEMBERS. GRADE fi0 SPMFIMTIONS.ALL MORTAR TO BE 2000 PSI MIN. LL LL CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORM. 4. THE COLOR AND SURFACE PATTERN DF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE ROTI ARL OF PSI SHALL%DE APPUCAR FOR TYPE NI MORTAR HAVING A MINIMUM NODULUS LL o RUPTURE BF 64 P51 SOW.BE USED FOR UNGROUIIED BLOCKS,AND 158 PSI Fpfl FULLY - 5. ANY CHANGES OR COONS MUST CONFORM TO THE'.REOUIREWEIYIS OF THESE NOTES AND EXISTING BUILDING,U.N.O. GROUTED BLOCKS. SPECIFICATIONS,AND SHOULD BE SIMILAR TO THOSE SHOWN.ALL CHANGES OR ADDITIONS SHALL BE FOR EXTERIOR/BELOW GRADE APPIJMTIONS HYPE M OR B MORTAR HAANC A MINIMUM MODULUS SUBMTTED ED THE ENGINEER OF RECORD FOR RENEW AND APPROVA..PRIOR'TO FAORKATKN 5. STUD/MLR ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF B4 PSI SHAT BE USED FOR UNGROUTED BLOCKS.AND 163 PSI FOR FULLY GROUTED BLOCKS,ANO/OR CONSTNICTON. 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BRING FASTENED. .BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR SLL.I,13na1VT,ALS ST B. THE CONTR/LfOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL NISCEIJWEOUS 7, TORpUE BOERS ACCORDING TO THE FOLLOWING TABLE: MASONRY STRUCTURES, SHORING,BRACING,TEMPORARY SUPPORTS,ETC,NECESSARY TO PROVIDE A COMPLETE AND STABLE ,wm.,P, „m m•r o STRUCTURE DURING CONSTRUCTION.TA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE ....aFllE ......"."".""....""""............."'......"""""'""... ...... TOWER PLUMB A TENSION NEEM DESIOIS uE1ERh5 TA STANDAi05,THE ENGINEER OF RECORD Mor PROVIDE FORMAL RIGGMG PU1N's NSTALLATION TORQUE TABLE AT THE REQUEST AND EXPENSE OF THE CONTRACTOR --- --- 1. PLUMB ANLL TENSION TOWER UPON COMPLETION OF STRUCTURAL WODIFCATINS DETAILED IN THESE ULTIMATE TIQIQLE f�IWENOED MAXIMUM DRAWINGS. 7. INSTAUATION SMALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR PROW ANY EXISTING OR ,STRENGTH INSTALLATION TORQUE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 9 FT_LBS #Ff-LBS 2. RETENSIONINO OF FASTING CY WIRES SHALLBE PERFORMED AT A TIME WHEN THE WIND VELOCTY IS LESS 1"10 MPH AT GROUND LEVEL AND WITH NO ICE ON ME STRUCTURE AND GUY WIRE.B. tfNOTACRMR SHALL FIELD MEIRIFY Al DIMENSLONS PRIOR TO PNY FABRICATION.CONTACT INFlNICY IB Ff-lB5 BFT-LBS3. PLUMB TME'TOWEFI WHILE RETENSIOINING THE EXISTING CW WIRES.1RfE HORIZQNTAl.BISTANCE ENGINEERING IF ANY DISCREPANCIES EXIST. 35 FT-LBS 16 FT-LBS BETWEEN THE VERIECALCFJOERUNES AT ANY TWO ELEVATIONS SHALL NOT EXC®025%OF THE VETRTICAL DISTANCE BETWEENTWOFOR�A So .".......................................SPJFFE CONSTWF'TON.NCTL^a: 50 FT-LBS 24 FT-IBS 51RLDRJTRAL STEEL SHALL CONFORM TO THE ASC MANUAL OF 51EE1 CONSTRUCTION 14TH EUIION, 1-I UNC 110 Ff-IBS SG FT-tB5 I THE TMST eE1WE41 ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUC URE I. SHALL NOT EXCEED 15 DEGREES IN 10 FEET.THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE ..-. --... FOR THE DESIGN AND FABRICATION OF STEEL.COMPONENTS, HEIGHT SHAT NOT EXCEED 5 DEGREES. .. rrna: ... .............................. 2, ALL AFIELD CUT SURFACES,FEW DRILLED HOLES,AND GROUND SURFACES WHERE EXISONG PANT S. WHEN TICHFENING FRP SND/NUT ASSEABUES,WRENCHES MUST'MARE FULL CONTACT WITH ALL NUT .................... OR GALYANiPATION REMOVAL WAS REQUIRED SMALL BE REPAIRED WITH(2)BRUSHED CMTS OF RRC EDGES A STANDARD SIX POINT SOCKET IS RECOMMENDED. :SPECLL.INSP�FC11ONS NOTES GALMUIE COIR MLVANGZING COMPOUND PER AST11 A780 AND MANUFACTURERS'RECOMMENDATIONS. y STUD/NIR ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT 10 ENTIRE NUI'AND N'MtG}JFCi NSb� 1D lTU9VR-� 1. A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER AND APPROVED BY'THE 3. ALL AFIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED SOU, JURISDICTION.SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE,GOVERNING HOLES. DRAWN DV BE HOLES,AR DEFINED BY ASC,UNLESS NDTEO OTIRERWISE 10,AL ERP MATERKLS TO BE PROVIDED BY FlBERGRATE COMPOSITE STRUCTURES,DALLAS TX, BUILDING CODE,APPLICABLE SEIFIONf,S)AS REQUIRED BY PROJECT SPECIFICATIONS FOR'.THE LII!CkEIS 4, All.IEXIT RIOR STEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A121 OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK: y.A.p NEW 5. ALL STEEL MEMBERS AND CONINECTIQNS SHALL MEET THE FOLLOWING GRADES: 11.ALL FRP SHAPES TO BE DYNAFDRM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING(CONTINUOUS INSPECTION CAL FIELD WADS ONLY). • ANGLES,S TO ES,PLATES AND BARS TO BE A38.Fy=35 KSI.U.N.O. IL ALL ERP PLATES TO BE FIBERPLAIE MOLDED RNP PLATE b, HIGH STRENGTH BOLTS'(PERIODIC INSPECTION OF A325 AND/OR M90 BOLTS)TO BE TIGHTENED • W SHAPES 1q BE A992.Fy=SO NSI,U.NA. RECTANGULAR HSS TO BE A500,GRADE'B.FY=46 KSI,U.N.Q. PER•TURN-OF-TME-NUT•METHOD. It • HOUND HSS TO BE A50D,WO DE B.EY=42 KSI,U.N.O. 13.ALL FRP PANELS TO BE RBERPLATE CLADDING PANEL ID. • SLPIPE TO BE A53,GRADE B.FY-35 NSI,U.N.O. c. MECHANICAL AND EPDXIED ANCHORAGES. 1 BOLTS TO BE A325-X.Fu-tl20 KSL FUND, 14,EACH ERP PANE.TO DE HDENTFIED WITH LARR'25536 AND FlBERGFATE COMp05TE STRUCTURAL ,A • U-BOLTS AND LAG SCREWS W BE A307 GR A Fu=60 KSI.U.N.G.. LADE- d. FIBER REINFORCED POLYMER. S. ALL WELDING SHAD.BE DONE USING E7DXX ELECTRODES,U.N.O. 15.FRP MATERIAL TO BE CLASSIFIED AS CCI OR BETTER AMID HAVE N OLIN FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE ERP MATERAL SPECIFIED ON THE APPROVED SPREAD OF 50, DESIGN DOCUMENTS IS BEING INSTATED. _ 7. All WELDING SHALL CONFORM TO ASC AND AWS DIA LATEST EEDMON. 16.ALL DES ON AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WINI LOS ANGELES RESEARCH •THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUFF EDGES AND DRILLED HOLES ARE 4/26/2021 S. ALL MILT ANCHORS TO BE CARBON STEEL URI..O, REPORT flR25536,DATED FEBRUARY 1,2016, PROPERLY SEALED USING A VWYL ESTER SEALING KR SUPPUED BY THE MANUFACTURER • MECHANICAL ANCHORS:ADH BOLT-R,U.N.O. 17,SPECIAL INSPECTIM MUST BE PRWDED FOR ALL ERP INSTALMENTS.SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE S BUILT IN ACCORDANCE WITH THIS • CYAN BLACK ANCHORS:ADHESIVE-F1Y120,U.N.O. SECTION,THIS SHEET. THE APPROVED DESIGN DOCUMENTS. SID DMUMENT IS THE CREATION. • CONCRETE ANCHORS:ADHESIVE-kY1OD,U.N.O, DE51QiN,PROPERTY AND COPYRIGHTED • CONCRETE RFB&R:ADHESIVE-RE50D,U.N.O. - --- -- - 2. THE INSPECTION AGENCY 51411.SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING WORK OF T-MCBILE.ANT DUPLICATION RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT,THE ENGINEER OF RECORD,AND THE OWNER UNLESS THE FABRICATOR IS APPROVED oa USE wTHour EXPRESS WRITTEN 9. ALL STUDS TO BE MESON U.N.0, OR DISCHARGE 1/4`-20 LOW CARROT STEEL COPPER-FLASH AT CONSENT IS SiFIGTLYPROHIBITED, 55 KSI ULT/50 N51 DED.U.N.O, ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^"^^^^^^^^^^^^^'^^^^^^^^^^^^^^^w '.'.'.'.'.'.'.'.'.'.'.'^^^^^^ BY THE BULLING OFFICIAL TO PERFORM WORK YRIHOUf THE SPECUI IM5PECTI0N5. PPNIIf RECDWQOFD ........ ...... 10.BOLTS SHALL BE TIGHTENED TO A`SNUG TIGHT`CONDITION AS DETNED BY AISC. - .. MAYA _AAMTaWAB'aF AJm F f.IP NOTEIF DRAVw1ME5ADIOR JA 005E EDGE DISTANCE-CLI BOLT TO END 20-4.0 SO GILVPHICA.6F NOTE ENOOR 112 TIMES RIO,,MINIMUM EDGE DISTANCES.SHALL CONFORM TO ASC TABLE'.J13.4, aF1NfE rvOTEO SCALE EDGE DISTANCE-CLP BOLT ro STIR 1S-3.S 25 ...._ ,..... 12.R EMOVAL./R€PLACEMEWT OF STRUCTURAL MEMBERS^PATHS.BE DONE ONE MEMBER AT A TIME BOLT PORN-GO TO CL• 4.NH5.0 5I LI13821A CONTRACTOR S RESPONSIBLE FOR ENSURING THE STRUCTURAL.INTEGRITY OF THE STRUCTURE DURING AL PHASES SOF CONSTRUCTION. .... SNE F1NIE.. i. WOO M q. UCTION NOFF% ✓..�..u. .....✓.d r.-sI�'.-�"_.�' PECONIC 25 L CONCRETE TO BE 4000 PSI 0 28 DAYS',REINFORCING BAR TO CONFORM TO ASTM A.615 GRADE 60 1, ALL EXISTING WOOD SHIES ARE ASSUMED TO BE DOUGLAS FIR-INCH WITH A REFERENCE.O3K?I 41405NIC,NY 11 BENDING VALUE OF IGDO PSI MIN. PECONIC.... --- me SPECIFCATVON5.CONCRETE.INS7AIATION LO CONFORM TO ACI-319 BUILDING REWIREMFNTS FOR .,AA,..................,.._.vmmv...,.........,. REINFORCED CONCRETE.AL CONCRETE TO HE PLACED AGAINST UNDISTURBED EAOHI FREE OF WATER 2. AL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS TTR-LWCH WITH A REFERENCE DESIGN BINDING �.�.-..�$j{7.'j tf.E.............. AND Al FOREIGN OBJECTS AND MATERIALS.A MINIMUM OF THREE INCHES OF CONCRETE SHAH VALDE OF 1.000 PS MIN.U.N.O. 2, EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 3. ALL.IXI511NG AND PROPOSED GLUED URINATED AMBERS ARE TO SI MIN, DOUGLAS FIR COVER ALL REINFORCEMENT.WELDING OF REBAR S NOT PERU SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND DALANCEO WITH A REFERENCE DESIGN BENDING VALUE OF 24gp PSI MAW,U.N.P. GENERAL NOTES REPAR MATER S OR APPROPRATE CHEuiMI METHODS SUCH AS THE APPLICATION OF A BONDING, NOT TO ENCROACH ON BOLO HUE AGENT,EX,SAKRETE OR EQUIVALENT,TO ENSURE A QOAJTY BOND BETWEEN EXIISONG AND PROPOSED CONCRETE SURFACE. ---- ---- SNEER NUMBER S•1 NOTES I. CAIRONS SHOWN ARE TYPICAL FOR ALL ll SECTORS I..2 ALL DESIGNATED PARTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS,UNLESS OTHERWISE NOTED, shag a. CONTRACTOR TET FIELD VERIFY REOU9iFb IEMGTHS OF PROPOSED ANGLES,PIPES k PLATES,AND CUT ✓k MEL ON SITE AS NECESSARY. 4. REMOVAL/REPLACEMENT OF STRUCTURAL MEMBERS SHALL BE DONE ONE MEMBER AT A TIME z CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURAL INTEGRITY OF THE STRUCTURE WRING ALL PHASES OF CONSTRUCTION. (E)TOWER LEG(TYR) ........................(N)TIE BACK NIT SITE PRO 1 PART/STN—U (TYP OF I PER SECTOR,a TOTAL) """ (E)11E BACK .... .....ro ..............,n«wv_........ . .. ,�(E)SECTOR FRAME (E)M0UNi0NG PIPE(TYR) m PROTECT NO: 1f151H4�I1MJ JIRL l3 V'. N. PLAN VIEW "EGM"'U� -- SCALE:N07 TO SCALE "ly of NT" 84 , ----- (E)70WER LEG(TOP) I 0I 4126/2021E ' ;.. (E)SECTOR FRAME (E)SECTOR FRAME (N)TE BACK IGT SRI ISCCI ENTIS THECREATION, SITE PRO PART SM-W D£SIGN,PR OPERTYANDCOPYRIDHTED / (E MOUNTING PIPE(TYP) `(" (E)MOUNTING PIPE(TYR) WEE OF T+ADEIILE ANY DUPLICATON (TTP OF 1 PER SECTOR.3 TOTAL) ORUS WITHOUT ExwREss WRITTEN M CONSENTISSTRICTLYPROHI RED. 77 :— (E)TIE BACK CAP= (N)TIE BACK KIT STE PRO I PARTF STK—U I NOTE 111111611111'.. P111MNGSARE1'..USE (TYR OF 1 PER SECTOR,3 TOTAL) GRAPHICAL SCALE ANDIOP IR TIMES 'Y 'I OF THE NOTED SCALE S(TE NUMBER: LI 13821 A .. _--- SITE N41E PECO NTC a. Hw 2a PECGKONIC,NY 11958 SHEET TITLE MOUNT MODIFICATION z ELEVATIQN VIEW IaE VIEW SHEET NUMBER SCALE::NpT TO SCALE SCREE:NOT TO SCALE S-2 0a SLJBM17ALS Cm� 'HECKEr, of NE 4/26/2021 L PRO 1 P/N STK—U SITE TO SCALE THIS DOCUMENT IS THE CREATION, DES13H"OMANDCOF�R[G��U WORK.1 TWOBILE ANY D PLICATION OR USE W THOUTEXPRESS WRITTEN CONSENTIS STRICTLY PROHIBITED, NOTE IF ORAW1NGS ARE 2TY34 E GRAPHICAL SCALE AND(OR IR TI MES llp OF THE NOTED SCALE 5'RE L 1 PECONIC 41405 PECONIC,NY 17958 [-SH-Trid-----,- REQUIRED PARTS SHEEP NUMBER S-3 Town of Southold, New York Telecom m u nications s Site Review CON S U LTA NTS , I N C Equipment Upgrade Application 2423 S. Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax: 877.220.4593 September 13, 2021 Mr. Brian Cummings, Planner Town Hall Annex Building 53095 Route 25 Southold, New York 11971 APPLICANT/PROVIDER: T-Mobile Northeast LLC SITE ID: LI13281A /Peconic ADDRESS: 41405 Hwy 25 (a/k/a 165 Peconic Lane) LATITUDE: 41' 02' 22.9" N LONGITUDE: 72'27' 23.5" W SCTM#: 1000-75-5-14.1 STRUCTURE: 130' Lattice Tower Dear Mr. Cummings, At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc. ("City S cape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted by Highlander Consultants, Inc. on behalf of T-Mobile Northeast LLC ("Applicant") to modify its equipment on an existing one hundred and thirty foot (130') lattice tower. The tower is located at 41450 Highway 25, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane, see Figure 1. Verizon and AT&T also operate at this site. Support Structure & Equipment The existing support structure is depicted in Figure 2. The Applicant currently has nine (9) panel antennas, three (3) Remote Radio Units (RRUs) and three (3) Tower Mounted Amplifiers (TMAs) mounted at the one hundred and fourteen (114) foot level on the tower. It is proposed to replace three (3) panel antennas and all three (3) RRUs, one each per antenna sector, see Figure 3. In addition, twenty (20) 1-1/14" coax feed lines will be removed, leaving six (6) remaining, and two (2) 6x12 Hybrid feed lines will be added. An existing 9x18 Hybrid feed line will remain. Furthermore, the antenna sector mounts will be modified by the installation of three (3) tie-backs, also known as antenna frame stiff- arms, one per sector. The tie-backs are meant to provide greater stability to the sector mounts. No ground equipment modifications will occur within the Applicant's ground compound, with the exception being that, inside the existing Ericsson 6131 base station cabinet, two (2) modules will be installed and one (1) module will be removed. Town of Southold— SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) ckyscape September 13, 2021 CON sULTANTs = 1 NC Page 2 Structural Analysis The Applicant submitted a structural analysis report prepared by Infinigy Engineering, dated April 9, 2021, based on ANSI/EIA/TIA-222-H, Risk Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 88.4% of usage capacity (out of an allowable 105%) and the foundation would be at 75.1% of usage capacity (out of an allowable 110%). Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant. RF Exposure Safety To verify RF exposure safety, the Applicant provided a quantitative RF exposure assessment of the proposed installation based on mathematical worst-case calculations, prepared by Pinnacle Telecom Group dated August 3, 2021. The information provided within the study was found to be consistent with federal guidelines and takes into account the operations of the Applicant's proposed/existing facility and those of Verizon, AT&T and other radio facilities known to operate at this site. The street level analysis indicates that the maximum RF exposure level is only 3.87% of the general public MPE level, see Figure S, thus meeting the FCC exposure requirements in ground-level areas that are unrestricted. All gates of the fenced-in compound should be locked at all times to prevent access by unauthorized persons. It is suggested to post an FCC-compliant Category I ("Information") RF exposure sign at the gate to raise awareness of a nearby RF energy source, but since the exposure level in unrestricted areas is far below the general public MPE level, this is optional. Summary The Spectrum Act, which is found within the Middle-Class Tax Relief and Job Creation Act of 2012 ("The Act") and administered by 47 CFR §1.6100 of the FCC Rules, states that a personal wireless facility collocation, modification or upgrade is considered an eligible facilities request if it meets six criteria, most notably (1) it does not increase the structure height by 10% or 20 feet, whichever is greater, (2) it does not involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet or more than the width of the tower at the level of the appurtenance, whichever is greater and (3) it does not require any excavation outside the existing ground compound or leased area. 47 CFR §1.6100(c) further states that if an application meets the criteria, the application should be approved and not denied. CityScape has determined this application meets the requirements of an eligible facility and recommends approval for streamlined processing and administrative approval with the following conditions: 0 The facility shall remain secured and protected from unauthorized personnel. Town of Southold— SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) ckyscape September 13, 2021 CON sULTANTs = ] NC Page 3 I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. Respectfully submitted, B. Benjamin Evans Senior Project Engineer CityScape Consultants, Inc. Town of Southold— SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) Ckysicape September 13, 2021 CON sULTANTS , l NC Page 4 M " DeLerme Street Atlas USAID 2909 x t� u' i 6t oai 00011 V,� z� �Pecomrc �8'P 61, r z '6" A,,44 P� �� a ' " 3� ny k ntiu4 c Gry .� t �prl ttGtWIl � Y �,n t4kgkY. / II ' C >< Y a EMERSaN Rd ', y�SLRA Sa+A4.W za p uN East c dclvmgi {'s II �4 1 � Q >. Data use subject to license R , C DeLorme_©eLorme Street Atlas LSAE 2009 0 600 1280 1880 2400 300101 360101 wmvc1elorme com MN(13.C'W) Data Zoom 13-2 Figure 1 — Site Location Map Town of Southold- SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) Ckyscape September 13, 2021 CON S >U1, TAN -I- S , 1 N C . Page 5 EXISTING CARRIER OMNI AN"NAS (TYK)-,", FOR ADDIM"SMWWAL WWW7W RUM TO, . "xcnRm AN&yw Fmwr cawim By A"XY DAMP 4/V/21 4 5T APPURTENANCE . 11MMT WARr.4MM RE COUP=BY 2pa 01ELEVATj6"7N'RZ i142'-4" AGL AfWY DATED'41*7121.SEE 9075 S1'-S3 FVR AKWX4XW XTAU LT 01 l ElILT13 LEVT N ij�FO TOWER E -0'AGL EXERTING T-MOBILE ARRAY TO REMAIN (TYP.PER SECTOR, (3) SECTORS TOTAQ� " (2)EMCSSON AIR21 PANEL ANTENNAS ,EVSAW VPUSED T-41WU ANIENINIA CfWVVM . (1)TMA UNIT aCVA?MjW4-0*AiZ 1-5/8* COAX CABLES PROPOSM T- f'EQV#%#DVF 70 K INS7AUM (M P&SEWTV& (J)S150M 7VTAL� (1)APXVANL24-0-V-NA20 PANEL ANMWM (W RMA4X DOSW OW ANWM) (1)MUS-4440 B71',,0M RAW(W RiRAW 09$M RAW) (1)SA12 HYRW CABLE(TOrAt Or(2)) .................................................... EXISTING CARRIER'PANEL ANTENNAS(TMP.) ......... EXISTING SELF SUPPORT TOWER AWOSO(2) r-MME HYEIRD CA TO BE NWTM FROM EWYM r-MOU EQUkWT TO AWIPM PANEL AN7MAS(TW. OF(2) MT&) .......... EXISTING FENCED EQUIPMENT COMPOUND GROM LIVU Figure 2 — Support Structure & Existing/Proposed Appurtenances Town of Southold- SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) ckyscape September 13, 2021 CON S >U1, TAN -I- S , I N C . Page 6 EYJSTNG T-MOBILE ARRAY TO REMAIN (TYP,PER SECTCR, (3)SICTORS TOTAL):: (2)ERCSSDN AIR21 PANEL ANTENNAS (1) TMA UNIT (2) 1-5/8-COAX CABLES EXISTING SELF SUPPORT'TOWER' k'11k%N PANEL ANTENNAj ]......... All EXISTING T MOOLE RRU5-11 B12 ffl](TYP, OF(1)PER 3 SECTOR, SECTORS TOTAL) \ANTENNA ORIENTATION EXISTING CALLECM TH AWL AWROW$MWA#W AFMM TAX/&-S Fa "SMS/ ?Mk AN&W ADWr CaMM BY AfMY OA RV 4119121 Wwr mwarAiAw wwr cawvw sy AfM Y VA TED 121.SEE"San 51-$J FW NWWA MW X;j EXISTING SELF SUPPORT TOPPER PROVM 7?E-SACK rO W NSDIUM OF'N PER siscw,(3)s5c ZA TIERS SISE SNU73 ST-S;3 FOR MODMCA AIES ✓ EXISTING T-MOBILE ARRAY TO REMAIN (TYP, PER SECTOR, (3)SECTORS TOTAL). (2)ERICSSON AIR21 PANEL ANTENNAS (1)TMA UNIT (2) 1-5/8'COAX CABLES ............... r-mmw EwpAar m ar wsuum erwSECTM.(j)SEr7M m7w1k, . N APxvA&L4-4s-0-m"PAAE mmw MJ OV AMACr E=W L700 ANOMW . (1)AWVS-4449 0;7/IM RAW(M RMACE MnW RAW) . (1)W2 HMW CARE(MTAL OF'(2)) ............... ea�ANTENNA ORIENTAT10N (PROPOSED) NO[ 10 SCALt Figure 3 — Overhead View of Existing & Proposed Equipment Configurations Town of Southold— SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) Ckyscape September 13, 2021 CON s >U L T A N T s = ] N C Page 7 I N F I N" 8 Structural Anlys,is Report 9,r 1 SIrle I ameec r1i ' ..................... -&le llairr� ar I tll 1 Qi 1r1I� N 2!n� 1050- - ' _—_ w ........ ......... ......... ........m 1��'ua��l Ih�' l���arudau°1»�arr�tarula Dmf TMOUle 41405 Hwy 2,5 Peconic,NY 11958 la ILS i *Courity 4`14 02'22Y N NAD8 72'0 2 "23,5*W NA ------------ $tnichoW 0 s„ I aMm OveralllRe a Fla The analsed Power ai%Wyl a has been pedboned�n amoMmoo worth the 20,18 NBCI 2020 WSW based cm,n an hfflIcle 3-sK,,ond gird Wnd speW of lid i ph, The eyaluabofii rrllafe arnd Pic a wdes are presented in Me rrax1 sectivi of l a re 4&2021 TENNI ' Figure 4 — Structural Analysis Summary Town of Southold- SCTM91000-75-5-14.1 T-Mobile /L11328 IA (Peconic) Ckyscape September 13, 2021 CON S ULTAN -I- S , ] NC Page 8 PiNNACtE TELECOM GROUP Professional and Technical Services L*CM CO.WUq RAdio FRE9UENCY — EIECTROMAqNETic ENERqy (RF.-EME) COMPHANCEREPORT T,Mobik PROPOSEdori EASTiNq FAciliTy SATE ID: L113281A 41405 HiqhwAy 25 PECOMC. NY AuqUST 3, 2021 CityScape comment: Maximum Exposure at ground level determined to be 3.87% of the F'CC general population MPE Level. FREpoRT FiNdiNqS.:T11,E PROPosEd SITE will bi IN COMPIIANCE f011OWiN,q RECOMM[NdAliONS Of AN REPORT, Figure 5 — RF Exposure Assessment Report Cover Page .......... JUIN 01 ori i 0,',,'l 6 41r.�ll ot,,°air Highlander Gmsultants, c MF y 24,2021 Building Department To,,vn of Southold PO Box 1179 2 5 � Southold, NY 11971 Re:Application for(building permit Applicant:T-Mobile Northeast LLC(1-I13281A) Premises:Town of Southold Cell tower 41405 Rt 25, Pec:onic, NY 11791 S CT M#:0100-75-5-14.1 Dear Sir/Madam: En r:losed herewith you will Pind the following in regi.rd to the application for a building permit for T- Mc bile to upgrade its exist!ig facility at the above-named location: 1. Application for building permit 2. Application for certificate of Occupancy 3. Application for ele,:trical Inspection noting the electrician to be detr;!rmined once building p,rmit issued 4. Filing fee check in the amount of$500.00 5. Escrow deposit in i,he amount of$4000.00, 6. Certificates of'Wwkers Compensation Insu ante, Disability insurance and Liability Insurance for general contractor, Com cell Construction, together with their lette e with the cost of construction 7. Four(4)sets of sig ied and sealed construction drawings for T-Mobile Please advise if you need anything further to(process this application. Please send the building permit in the enclosed self addressed priority envelope.. Thunk you for your courtes,r and cooperation in this matter. Very truly yours, rie.Russ 1°�IlN a ( u5lFagi_.w ymw a ..unci Cell Phone:516-810-1117 155 Carleton Avenue, East Islip,New York 11730 Te ephone: (631) 581-8105 Fax: (631) 581-8205 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of SOUTHOLD,NY 11971 4 sets of Building Plans-x- TEL-(631)765-1802 Planning Board approval FAX:(631)765-9502 S,ucy ___ Southoldtownny.gov PERMIT NO. ........ ........ Septic Form MY S.D.E.C. Trwsocs X 20 Sm8le&Seplafale--- Truss Identification Form !Slorm-Watier Assessment form_ Contact: Approved 20 Mail in.Mem RuseoMiq*nder Cmsuhsnts,lana..., Disapproved hi/c , 156 Cedelon Ave,East Islip,NY 11730 ............... 631-581-8105 .............. Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date April 22 2021 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofplans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location oflot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways, e.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 a permit shall be kept on the premises available For inspection throughout the work, c. No budding shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.I fno zoning amendments Or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension ofthe permit for an addition six months.Thereafter,:a new permit shall The required. APPLICATION IS HEREBY 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 other applicable Laws,Ordinances or Regulations,for the construction ofbuildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,bufldm?code,hmming-�ccxle,and and to admit X authorized inspectors an premises and in building for necessary 141SPVCUMIS, """, 'e,', 706 bq#4A�ea�LVC f S n at ar c(Za—p I—Cl�I f 1-1 o-r nia­m'—e,-Za--c'(.-�—rp o-r-k-0-i o r—o 35010 Sundae Hwy,GZ RiW,NY 11739 (Mailing address ofopplicant) 'State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Lessee ............. ................................. ............................. ...... ............ Name of owner of premises Town of SoUftld (As on the tax roll or latest ideed) [faipplicant is a curpondtion,signature ofduly authorized otticer (Name itle of corporate officer) Builders License No. Plumbers License NO. Electricians License No, Other Trade's License NO,-.- 1. Location of land an which proposed work will be done: 41405 Highway. 26 Peconic —-——----------- ................ ............................................. .............. House Number Street Hamlet County Tax Map No, 1000 Scction 75 Block 5 Lot 14401 I--l- ...................................... Subd i v isio ___...... .............-----—-----------------------—___"— Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Police Department and'relecomrivinicat ons . ........ b. Intended use and occupancy.Pofice Department and Telecommunications 3. Nature of work(check which applicable):New building_Addition- ,,-,,---Alteration x Repair Removal —_Demolition Other Work­— (Description) 4. Estimated Cost$e5-000 Fee ------------- �(To be ms paid on filing this application) 5. If dwelling,number of dwelling units NA Number of dwelling units on each floor, If garage. number of cars M_ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front NA —Rear. Depth ...... Height Number ofStorm",s Dimensions of san7a structure with alterations or additions: Front NA —Rear Depth­­­­ Height Niirnber of Stories 8. Dimensions of entire new construction:Front NA Height Number of Stories--_- 9. Size of lot:Front NA .....--------------- Rear Depth 10.Date of Purchase.t �Name of Former Owner 11.Zone or use district in which premises are situated Goveirtniint Center 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES—NO x Will excess fill be removed from premises?YES—NO K 14,Names of Owner of prern iscs'Town ofSouthold Phone No. "'Tml-m --- Name of Architect VVr-C Engineering Addres�W2-01'1'0dV,%Wk9y DrASWAAM,NyPhone NoO31464-11450 Name ofCmuractmConicell Constwoban Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED, b.Is this property within 300 feet of a tidal wetland?* YES—N0'x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16, Provide survey,to scale,with accurate foundation plan and distances to property lines, 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO 0 IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK being duly swom,deposes and says that(s)he is the applicant kNafue ; (S)He is the AfliDInt ------ (ContractGr,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application-, that all statements contained in this application are true to the best of his knowledge and beliief,and that the work will be performed in the manner set forth in the application riled therewith. Sworn to bc ibre me this 20 Of ,7 CLAIRE A.NOTO NOTARY PUBLIC,STATE OF NEWYORK cOMMISSION#01 N06118838 L Signanj� ofApphcaw N�outry Pub w SUFFOLK GOUN I Y z COMMISSION EXPIRES I 1/P;?Jgo_';U Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN EIALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must 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 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 I%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 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$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 1 Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. April 22,2021 New Construction: .w..... ....._Old or Pre-existing Building: (check one Location of Property: 41405 Highway 25, Peconic House No. Street Hamlet Owner or Owners of property: Town of Southold Suffolk County Tax Map No 1000, Section 75 Block 5 Lot 14.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: T-Mobile Northeast Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:... N/ (check one) Fee Submitted: $ 50.00 Highlander Consultants, In BY, -A rr BUILDING DEPARTMENT- Electrical Inspector TOWN OF SO'UTHOLD Town Hall Annex - 54375 Main Road - PO Box 1,179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r er.ric#pert town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Highlander Consultants, Inc. Date: rid �2 „ 2021 Company Name: Electrician TBD Dame: _. License No.: email: Address: Phone No.: JOB SITE INFORMATION: (All information Required) Name: Town of Southold Address: 41405 Hi #,w Cross Street: Phone No.: Bldg.Permit#: email: Tax IWtap District: 1 CD00 Rection: 75 Bloch: 5 Lot: 14.001 BRIEF DESCRI'P'TION OF WORK(Please Print dearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: -- # Meters,... Old Meter# New Service- Fire Reconnect- Floud Reconnect- Service Reconnected - Underground -Overhead Underrol'nd Laterals 1 2 H IFrame Pole (Mork done on Service? Y N Additlona# #Informatlorl: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form As COMCELL CONSTRUCTION CORP. April 22, 2021 Town of Southold 53095 Route 25, PO Box 1179 Southold, NY 11971 RE: T-Mobile Site ID#L1-1 3-281 Premises: 41405 Highway 25 Peconic Dear Sir or Madam: Please be advised that the cost of construction for T-Mobile site located at 41405 Highway 25 Peconic is Sixty Five Thousand dollars ($65,000.00). Thank you. Regards, j4W0019 Mike Adamko Comcell Construction Corp. OWorkers' YRK STME Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENIEFITS LAW PART 1.To be completed by Disability and Paid Faimily Leave Benefits Carrier or'Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 Work Location of Insured(Only ni if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 27-10807207 ........... ................ 2.Name and Address of Entity Requesting Proof of Coverage 3a.(Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of outhold 53095 Route 25 3b. Policy Number of Entity Listed in Box"l a"' P. 0. Box 1179 1 90293-000 Southold, NY 11971 3c.Policy effective period 1/1/21013 to 4/21/2022 4. IPollicy provides the following benefits: F)c] A.Both disability and(paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: r)fj A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employees employees: Under penalty of pedury, I certify that I aim an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc d above. 4/22/2021 By Date Signed (Signature of Insurance carrier's authodzlO representabvE or i Licensed Insurance Agent of ti insurance carrier) Telephone Number (212)1355-4141 Name and Title SUPERVISOR-1313UPOLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE, Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 6200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers"Compensation Board(Only if Box 4C or 513 of(Part 1 has been checked) State of New York Workers' Compeinsation Board According to information maintained by the NYS Workers'Compensation Board, the above-roamed employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized INNS Workers'Compensation Board Employee) I.Telephone Number Name and Title Please Note:Only insurance carriers licensed to,ii NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-1120.1 (10-17) 11111 DR—]20, 1, (10-17) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"'I a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancefled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be :sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent:, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate ,does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability andfor paid family leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued Iby a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE 18ENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or of authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue ofsuch permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (10-17)Reverse NYSIF 8 CORPORATE CENTER OR,3RD FLR,MELVILLE,NEW YORK 11147-3129 New York State Insurance Fund I ny$Il.conl CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 27080720'7 �M " MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 ; SCAM M'VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 530195 ROUT 25 HOLBROOK NY 117411 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 351166 08/02/2020 TO 08/02/2021 07/16/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU 'WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR eWUESSITE AT HTTPS://WWWW.NYSIIF,COM/CERT/ CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY//INCLUDES A WAIVER OF SUBROGATIOIN ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IIN WORKERS'COIMPIENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPONTHE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE WARKWOMM AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUN DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 319676106 � oo�a11N111NNNI11MI1000,�In�V�IIIInIIN11111Vn1� �Dooa,00000039loaoaSllll Farm WC-CERT-NOPRMT Version 3(08/19/2019)[WC Pclicy-21085055] U-26.3 117 [0000000000OD64100025][0001-000021995055][001)[1S428i17][CerLNca-CERT-1][01•G0001I COMCCON-01 —DM DATE(MMMDIYYM I CERTIFICATE OF LIABILITY INSURANCE '7128121020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER-THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ................. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsement(s). PRODUCER License#IBR-870302 _aAONTA7 CFarleen Aslanls,Ext. 161 Millennium Alliance Group,LLC PHONE FAX 534 Broadhollow Rd. 6)49��I��I_ 1 No): E-MAIL Ste.103 Apjm ,E..aslanis@MAG-Insurance.corn, Melville,NY 11747 OVERAqE INSURZRAStat.e National Insurance Co. 112831 INSURED INSURER 8:Merchants Preferred Insurance Company 12901 Camcell Construction Corp INSURER C:RSUI Indemnity Insurance Company 22314 mm 1373 Lincoln Avenue INSuRERn StarStone National Insurance Co 25496 Holbrook,NY 11741 thISURERIE Liberty Insurance Underwriters;Inc 19917 INSURER F-. COVERAGE$ CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWIT`HSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ................ ADOL SUBP POUCY EFF POLICY EXP TYPE OF INSURANCE _,_P LICYNUMBER (NIM10011fYYY1 I MFDDNYM LIMITS .......................... INSO WV A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,1000 CLAIMS-MADE [X I OCCUR X PS11200283 7/812020 7/8/2021 DAMAGE TO RENTED 50,000 FBF3fin. YM MED EXP LAnyone pemn) $ —5,,000 PFRq0NA1_9,AQV INJURY 1,000,000 2,000,000 JECTu OEN'L AGG�REGATE LIMIT APPLJES PER: GENERAL AGGREGATE $--- POLICY PRO. 1-1 LOC PROOUCTS-compfopAoc, $ 2,000,000 5,000,000 OTHER,, B AUTOMOBILE LIABILITY COMBINED SINGLE LIMI'T 1,1000,000 ANY AUTO CAP1052866 812312020 8/2312021 BODILY INJURY Per person) OWNED SCHEDULED AUTOS ONLY AUTOS HIRED N 70PERTY DAMAGE A ONTO accideMl AUTOS ONLY AD 03 C UMBRELLAILIAB 1 X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE NHAO90739 7/8/2020 718/2021 AGGREGATE 2,000,000 INTION W AND EMPLOYERS'LLAMLnY —FFTEARTUTE� 11'ERT.- ........ ORKERS COMPENSATION 8rld YIN ANY PROPRIETORIPARTNERIEXECUTIVE 0 MIA JA=-E��AqCIDFNT 'y &)EXCLUDED7 E.L.DISEASE-EA.EMPLOYE-E If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POUCY LIMIT _L_ D Excess Liability N88222201ALI 71812020 71812021 Per OccJPer Agg 3,000,0010 E Excess Liability 1000352540-02 71812020 71812021 Per OccJPer Agg. 5,0100,0010, DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES JACORDIOI,Addit�onalRemark4$chadule,maybe attached ffmore spa"a is requIred) Equipment Floater-Hartford Ins.Co.,Policy#121MSJIE3032 9114120-9114121$250,000 limit for teased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 911412G-9114/2i$1,000,000 limit. Pollution Liability-Markel Insurance Co.-Policy#MKLCIEKV100370 211712020-211712021 $1,000,000 Condition LimitJ2,000,000 Agg.Limit. Town of Southold,53095 Route 25,Southold,NY 11971 is included as an additional insured as required by written contract, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EKPIRATIOIN DATE THEREOF, NOTICE MILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O.Box 1179 Southold,NY 11971 AUTHOR( r/REPRESENTATIVE ........ ........ ACORD 25(2016103) (D1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD