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HomeMy WebLinkAbout1000-15.-9-8.1 (2) T - -Mobilell T=MOBILET GREATR �. LL� GREAT RIVER NYII]]9 I �1t FIJMIAIN TO�1Q 'yXWiN CODZ gtCMf4 LI 13882D L"M ' THAT THE�C�ry/1^��F��E MO�ripF,3 OF TM$R��yM.�lI.&N �THE�irV 11L/1•�1i1'"�iL�l�.i! �ZfiAAL ACCMM(SU CONDIMONS ON RML/P[f011i], d>m� ZZ�m F � � ORIENT AT&T TOWER � o`IEo r, IA I m Z APPROVED RO FD RV TOWN Of SOL7HOW PLANNING SOARD SUBMITTALS DATEAw SE5 PER gEY15'!(3f1 40200 MAIN ROAD GC/IV FOR PERMR 0 1@f65/1d gEN5E0 PEA PIATFORY .I (� II Yf10/1! gEV0E0 PEA PEAMR Z lw�omt�..■I M .�.��►��liw 7�# A.1 w �(�1 {I I � ORIENT, NY 11957 nnII Pi'n-C 2 208 (70713 GROUND 6102 MUAC CONFIGURATION) planjlID`�' ca`.- f icflll?!11-J�''�ii3�l DEPT. oe1E ePP'o gens� RFE RF MAN. ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SITE NUMBER: U13882D APPLICANT: T-MOBILE NORTHEAST LLC PROJECT NO: 544-002 ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER 3500 SUNRISE HIGHWAY © BMM ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONSSITE ADDRESS: 40200 MAIN ROAD GREAT RIVER, NY 11739 E .-I/ MPS COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH 4 JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. ORIENT, NY 11957 T-MOBILE DEVELOPMENT CHRISTOPHER SCHAAF MANAGER: WORK. THE WORK PERFORMED ON THE PROJECT AND THE PROPERTY OWNER: M.G.H. ENTERPRISES INC. (631) 398-3399 r MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 9-THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT 40200 MAIN ROAD C] l ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY PROJECT MANAGER: HIGHLANDER CONSULTANTS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ORIENT, NY 11957 155 CARLETON AVENUE 4 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISLP, NY 11730 LLJ FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON LLj C COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY (631) 581-8105 C1 SITE IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE �s EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LAT./LONG.: N 41. 9' 9.3126" / W 72' 14' 39.0546" ARCHITECT/ENGINEER: INFINIGY ENGINEERING 071 ro IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. 1033 WATERVLIET SHAKER ROAD DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO CONSTRUCTION TYPE: IIB ALBANY, NY 12205 Ah[7FFSS\D 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, USE GROUP: U CONTACT: MAGGIE STEVENS OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION. UPON COMFLETION OF 1 (518) 690-0790 PROFESSIONAL SEAL ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROJECT DESCRIPTION PROPERTY. THIS DOCUMENT IS THE CREATION, OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHEET INDEX CESIGN,PROPERTY AND COPYRIGHTED SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA WORK OF T-MOBILE.ANY DUPLICATION DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINET(s) ®OUTDOOR SHEET DESCRIPTION REVISION OR USE WITHOUT EXPRESS WRITTEN 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER El EXISTING RBS 6201 El INDOOR T-1 TITLE SHEET 2 CONSENT IS STRICTLY PROHIBITED. MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE El EXISTING TRANSMISSION TOWER ®PROPOSED 6102 El PROPOSED N LABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING eILLBDRRO ❑EXISTING WESTELL CONCRETE PAD Z-1 SITE PLAN 2 WORK/PROJECT OR SMUDGES OF ANY NATURE. P NOTE:IF DRAWINGS ARE 225x34',USE AS DESCRIBED HEREIN. ❑EXISTING ROOFTOP ❑SITE SUPPORT KIT ®PROPOSED 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLESTEEL PLATFORM GRAPHICAL SCALE AND/OR 112 TIMES CALLS NORTH 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ❑SITE SUPPORT CABINET ®PROPOSED PPC C-1 SITE PLAN 2 L OF THE NOTED SCALE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE EXISTING FORT WORTH HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PERTINENT STATE SAFETY REGULATIONS. El PROPOSED GPS [_1 PANELBOARD C-2 COMPOUND PLAN & ELEVATION 2 SFFE NUMBER: C-3 EQUIPMENT DETAILS 2 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE L113882D DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WHERE A CONFECT OCCURS ON ANY OF THE CONTRACT WIRELESS NORTHEAST ILC PROPOSES 7H€ MODIFICATION OF AN UNENNAS. C-4 EQUIPMENT SPECIFICATIONS 2 DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR WIRE1fSS BROADBAND FACILITY. ADDITION OF PROPOSED PANEL ANTENNAS, C-5 EQUIP_MENT SPECIFICATIONS 2 SITE NAME: CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND (9) RROS, AND (6)TAM UNITS.ADDITION O£ ICE BRIDGE, STEEL EQUIPMENT ORIENTAT&TTOWER 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN :ONFLICT PLATFORM, HYBRID CABLES, GPS AND 6102 CABINET WITHIN PROPOSED C-6 APU SCHEMATIC & DETAILS 2 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE LEASE AREA C-7 GENERATOR DETAILS 2 40200 MAIN ROAD ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 2 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES. ETC., ON THE JOB. E-2 ELECTRICAL DETAILS 2 SHEET TITLE ACCORDING E THE MANUFOTHERWISE CR WHERE LOCAL C SPECIFICATIONS 16 THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 CALL: UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR 'CALL YOU DKr ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. �� WWWDKir4AFELYPEWY0WC0OM G-1 GROUNDING AND POWER DIAGRAMS 2 TITLE SHEET CALL BIS OR HM-N2-7M G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 5 7mL RE WscrrEigEY rCAr Au llo0MO M AyxWNQ IDN GasmR 09M N-1 GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER COLOR CODE f TZ LOCATIONS ELECTRIC - RED SEWER - GREEN N-2 GRADING & SEDIMENT NOTES 2 GAS/OIL - YELLOW SURVEY - PINK St-S11 PLATFORM DESIGN DETAILS 2 TEL/CAN - ORANGE PROPOSED EXCAVATION - WHITE T'1 WATER - BLUE RECLAIMED WATER - PURPLE L— 3 T o -Mobile -M BILE NORTHEAST LLC .Mos,«RRRTXltlRELG T O _GREAT NY 117 (^G'R\E-1^T1'AIK M111]9 N o O �r&Mft,ACCOMMIM` TNATnZ C'GMKnC�LO1p RUM FLM LI 1 3882D � OqQ AL lLi1 R Rim �idR/GAJ.!V� P�VT17L Mliii� , f� 111QE AG�'E»t ES(9F�CUI�WTI[7A15[7!:'+1 EPO xl'1I[1iM�. d Z PIXAM FEW NAME Z z a� ORIENT ATOWE X 3¢0 AMMORULDS16NAWR£ TrTLE DACE Z AjVW)VED BY sc TOWN of LIHOLD PLAA':MIG 11110AILu suannlTTALs DATE DESCRIPTION IftkVl5iOH y �?. 40200 MAIN ROAD /14/IE FOR PEflMR I 0 12/05/16 REN6E0 PER PI".. 12/1]/16 REVISED PER PERMIT 1 f Nam-lu III .. �. � - ORIENT, NY 11957 Cl M � � � I P� � 6'" I�cl I�J F C .� : 2(,10 lµ I (70713 GROUND 6102 MUAC CONFIGURATION) sDTI±'I °'J'� I'i�iDll!:'I�Z C?�'r,"LI OF ATE flensaNs VICINITY MAP GENERAL NOTES PROJECT SUMMARY U138820 APPLICANT: T-MOBILE NORTHEAST LLC PROJECT NO: 544-002 TE NUMBER:: 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF S 3500 SUNRISE HIGHWAY 6 BMM ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER GREAT RIVER, NY 11739 :•y �� MPS ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH ORIENT, NY 11957 T-MOBILE DEVELOPMENT CHRISTOPHER SCHAAF STF` , `\ JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. MANAGER: (631) 398-3399 I WORK. THE WORK PERFORMED ON THE PROJECT AND THE gPROPERTY OWNER: M.G.H. ENTERPRISES INC. .THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY 40200 MAIN ROAD PROJECT MANAGER: HIGHLANDER CONSULTANTS ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ORIENT, NY 11957 155 CARLETON AVENUE '+ C 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISLIP, NY 11730 w FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON C COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB C IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY (631) 581-8105 t% !SITE PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE � ry� ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LAT./LONG.: N 41' 9' 9.3126" / W 72. 14' 39.0546" ARCHrrECT/ENGINEER: INFlNIGY ENGINEERING 07 1 Oc) EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND 1033 WATERVUET SHAKER ROAD O n IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION TYPE: IIB ALBANY, NY 12205 �rfOFESS\C)��� DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO USE GROUP: U CONTACT: MAGGIE STEVENS 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, 518 690-0790 PROFESSIONAL SEAL OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF ( ) ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ES THE WORK, THE CONTRACTOR SHAD_ REPAIR ANY DAMAGE THAT MAY OCCURREDHAVE DUE TO CONSTRUCTION ON OR ABOUT THE THIS DOCUMENT IS THE CREATION, SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROPERTY. PROJECT DESCRIPTION SHEET INDEX OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR DESIGN,PROPERTY AND COPYRIGHTED SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA SHEET DESCRIPTION REVISION WORKOFT-MOBILE.ANY DUPLICATION DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINETS) ®OUTDOOR OR USE WITHOUT EXPRESS WRITTEN 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT El EXISTING LATTICE TOWER El EXISTING RBS 6201 ❑INDOOR T-1 TITLE SHEET 7 CONSENT IS STRICTLY PROHIBITED. SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING BILLBOARD ❑EXISTING WESTELL CONCRETE PAD Z-1 SITE PLAN 2 LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE. ®PROPOSED — NOTE:IF DRAWINGS ARE 22x34•,USE AS DESCRIBED HEREIN. El EXISTING ROOFTOP El SITE SUPPORT KIT gip- PLATFORM GRAPHICAL SCALE AND/OR 112 TIMES 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE ❑SITE SUPPORT CABINET ®PROPOSED PPC C-1 SITE PLAN 2 OF THE NOTED SCALE. CALLE NORTH 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ❑EXISTING FORT WORTHC-2 COMPOUND PLAN & ELEVATION 2 SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. El PROPOSED GPS ❑PANELBOARD SITE NUMBER: HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE C-3 EQUIPMENT DETAILS 2 L113882D PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE T-MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-4 EQUIPMENT SPECIFICATIONS 2 DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT WIRELESS BROADBAND FACILITY. ADDITION OF PROPOSED PANEL ANTENNAS, C-5 EQUIPMENT SPECIFICATIONS 2 SITE NAME: DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR (9) RRUS, AND (6) TMA UNITS. ADDITION OF ICE BRIDGE, STEEL EQUIPMENT ORIENTAT&TTOWER 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT C—fi APU SCHEMATIC & RETAILS 2 CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND PLATFORM, HYBRID CABLES, GPS AND 6102 CABINET WITHIN PROPOSED CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM UNTIL CONFLICT IS RESOLVED BY THE T—MOBILE LEASE AREA C-7 GENERATOR DETAILS 2 40200 MAIN ROAD ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 2 _ 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. E-2 ELECTRICAL DETAILS 2 SHEET TITLE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 CALL: UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. .C� YOU�. ORDINANCES TAKE PRECEDENCE. G-1 GROUNDING AND POWER DIAGRAMS z TITLE SHEET � �M�J G-2 GROUNDING DETAILS 2 CALL 81k OR1 EQQ-N2-7962 G-3 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING 34ur mmwim s a w 6r of Ar r N-1 . GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER COLOR CODE FOR UTILITY LOCATIONS N-2 GRADING & SEDIMENT NOTES 2 ELECTRIC - RED SEWER - GREEN S1-S11 PLATFORM DESIGN DETAILS 2 GAS/OIL - YELLOW SURVEY - PINK T-1 TEL/CATV - ORANGE PROPOSED EXCAVATION - WHITE WATER - BLUE RECLAIMED WATER - PURPLE GENERAL SITE NOTES: 1 ° .Mob le a 1. A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT r.Mama Mox Ta BEEN PERFORMED BY INFINIGY. BOUNDARY INFORMATION IF SHOWN ]Soo SUNRISE wGHVfAY GREAT RIVER,NY 11710 WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION, W 3. CONTRACTOR 70 FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION_ o o m 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF ADVERTISING. EXISTING °'z N N GARDENER'S BAY S. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z m NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL �aov 6. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. 7.. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE EXISTING WOODEN OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES- MARINA DOCK (TYP.) B. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES. THE EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION' E%1STING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED, ANY CONTRACTOR a/14/10 FDR PEAMR o REfOF3 P •!� �- PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT �2/wla nAs w 1 �,/• .y_r � LEAST 48 HOURS PRIOR 70 COMMENCING WORK. 17/13/111 ms"Ism rfmq i •-' '�� - 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN 12 MONTHS OF CESSATION OF OPERATIONS. EXISTING WOODEN '! •�. MARINA DOCK (TYP-) ` EXISTING BEACH �.�. SITE LEGEND •,t' '� SITE PROPERTY LINE !` •�" �� STREET OR ROAD pEPr. DAM ,1PP'a ROwnvs WE EXISTING RESTAURANT & "f•�' RF MAIL MARINE FUELING STATION ��'" EXISTING WOODEN 'e CHAIN LINK FENCE rowa-w n •.�" RETAINING WALL (TYP.) ''� OPAQUE WOODEN FENCE c '�• !' —PROPOSED T-MOB/LE 12'-61X 17'-0"RAISED STEEL y -� TREES/SHRUBS r!•'y EQUIPMENT PLA7FORM WTH/N PROPOSED 1 PROJECT NO: 544-002 14'-0"X18=0'LEASE AREA W/OVERHEAD/CE CANOPY TREE LINE DRp BMM _-.•`� EXISTING BAY (FOR ADD/AONAL INFORMA770N, REFER TO PAGES Sl-Sil) - }g( UTILITY POLE T, MPS APPROXIMATE LOCATION OF ��g'-3 - l _'�` << �� S• S7 �{ EXISTING PROPERTY LINE .lam+ (E) EXISTING • ; (N) NEW (P) PROPOSED (F) FUTURE ' =c EXISTING -� MONOPOLE TOWER •�`' • � •�' �- PARCEL KEY �� 0�10�'� EXISTING ROCK 1. PROPERTY OWNER: MGH FESSIVA -�• - ENTERPRISES INC WALL (TYP.) PARCEL ADDRESS: 40200 MAIN PROFES -ONALSEAL rT' yt i EXISTING FENCED ROAD ORIENT, NY EQUIPMENT COMPOUND TAX ID: 1000015000900008001 ACREAGE: 4.73 THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION _��STpiT ¢�R��AY — RUSE SEWITHOUT EETLYESSWRI EDN OFPEXISTING ETREE LINE N NOTE:IF DRAWINGS ARE 22.34,USE •r' GRAPHOCFTHE NOTED SCALE. SCALE AND/OR 1/2 TIMES 1 �`•�' EXISTING SITE NUMBER: `_« �..•� STORAGE BUILDING r � i � �i� � L113882D �►� llf�� 1 0 EXISTING ASPHALT APPROVED 6Y ORI NTATB&TMTOWER PARKING LOT DEC 040200 MAIN ROAD EXISTING TRANSFORMER, ) 2 0 1 8 ORIENT,NY 11957 METER AND DISCONNECT PLANK M BO SHEET TffLE TOWN OF SOUTHOLD -r, DATE � �'�� ��� SITE PLAN _ GRAPHIC SCALE: I I BASEMAPPING IS BASED ON AERIAL J� J SITE PLAN 20' 10' 0 10' 20' SHEET NUMBER PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, `� VVV DATED 02/21/17 AND A SITE WALK COMPLETED -- SGALE AS NOTED BY INFINIGY ON 03/15/18 AND DOES NOT NORTH SCALE (11x17): 1" = 20'-0" Z-1 REPRESENT AN ACTUAL FIELD SURVEY. SCALE (2204): 1" = 10'-0" r NOTE: GENERAL SITE NHLT : m � � �� FOR MORE INFORMATION PERTAINING TO THE PLATFORM DESIGN, REFER TO A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT •onLE xonrx BEEN PERFORMED BY INFlNIGY. BOUNDARY INFORMATION IF SHOWN T—SUNRiSEwOi y�� i 'PLATFORM DESIGN REPORT,' COMPLETED GREATRIVER,NY11- `II BY INFlNIGY, DATED 1Z/OS/1 B. WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION. 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION. POTENTIAL ROUTE OF NATURAL ` 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF N GAS UNE FROM MAIN ROAD ` ADVERTISING. / =z 2 i / 5. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z d �. L EXISTING _ NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. a$" n PARKING LOTS ¢�p6. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS a DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE _ 1 OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. e //_ 1 B. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS `EXISTING i AND FIELD LOCATION OF VISIBLE SURFACE FEATURES. THE 1 GATE DESCRIPTION REVISION GRASSY AREAS ' EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL O T71e ES RIPTI o LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED.ANY CONTRACTORI'M PROPOSE] T-MOBILE PLA7FORM SUPPORT PIER PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 12705718 lIwegI'm ftA p1°/ (FOR MORE/NFORMAAON SEE SHEETS S1-S11) LEAST 48 HOURS PRIOR TO COMMENCING WORK. 1I/lvla REOSEO Rea PERND z i 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN ` fir—PROPOSED T-MOBILE 12 MONTHS OF CESSATION OF OPERATIONS. 3 EX/S77NG RELOCATED OR NEW SHRUBBERY1 j ,,3„ MSN. ACCESS GATE C-5 C-6 AS REQUIRED(7YP. OF(5) TOTAL) 1 k 13-\0 PROPOSED T-MOBILE ACCESS STAIRS(FOR SITE LEGEND 3 PROPOSED T MAB/LE 14'-0' r MORE INFGIRMA77OV, SEF S7/EE7S S1-S11) SITE PROPERTY LINE TALL FENCE EXTENSION (7O PROPOSED T-MOBILE 12-6 X 17-0' RAISED STEEL C-5 MATCH EAIS77NG FENCE) 1 f0U/PMENT PLATFORM IN THIN PROPOSED STREET OR ROAD DEPT. DATE � 'D REVISIONS 14 0'X18'-D'LEASE AREA W1 OWRRHEAD ICE CANOPY DC-2 R E CHAIN LINK FENCE RP N,w, 1 1 (FOR MORE/NFORMAPON. SEF SHEETS Sl-Si l) ZoR 1 OPAQUE WOODEN FENCE Ops ' CORSTa. 1 EXISTING RETAINING TREES/SHRUBS SITE'- ra It - WALL (TYP.) PROJECT NO: 544-002 TREE LINE DRAW BMM 5 EXISTING GRAVEL (TYP.) EB B MPS EXISTING 38( UTILITY POLE } SAND LOT EXISTING CARRIER RAISED 7 STEEL EQUIPMENT PLATFORM ! (E) EXISTING 1, (N) NEW EXISTING SHRUB TO BE RELOCATED TO EDGE t - FA7S77NC GRADE 70 BE LEYEZED AND GRAWLED OF PROPOSED T-MOBILE COMPOUND rte_ UPON COMPLE7701V OF COVS7RUC77OV (P) PROPOSED C 1 r w EXTENSION OR REMOVED (TYP. OF (5) TOTAL) (F) FUTURE 1 PROPOSED T-MOBILE/CE l r BRIDGE TO BE ROUTED BELOW r i EXISTING CARRIER FENCED s C 5 EXlS77NG CARR/ER/CE BRIDGE EQUIPMENT COMPOUND AMOVED BY '1EXISTING CARRIER RAISED `�.` FE.: �� I`_� c c � PROPOSED T MO4/LE(18) 7/8'COAX 1 ",,,"STEEL EQUIPMENT PLATFORM KANNNG BOARD PRO �5E AL SEAL CABLES 70 BE ROU7ED FROM PROPOSED I, EOUIPMENT CABINET 7O PROPOSED AN"NA TOWN OF SOUTHOLDTHIS DOCUMENT IS THE CREATION, l DESIGN,PROPERTY AND COPYRIGHTED DATE � WORK OF T-MOBILE.ANY DUPLICATION 2 V OR USE WITHOUT EXPRESS WRITTEN -� 1 c� ExISTING ACCESS CONSENT IS STRICTLY PROHIBITED. ' GATE (TYP.) NOTE:IF DRAWINGS ARE 225/ USE '1 + GRAPHICAL SCALE AND/OR 1/22 TI TIMES 1 EXISTING STEALTH OF THE NOTED SCALE. APPROXIMATE LOCATION MONOPOLE TOWER _-, SITE NUMBER: OF EXISTING TREE LINE �� to �J L113882D c J� r� EXISTING CARRIER ICE Ir IU fly L/ i�, SITE NAME: APPROXIMATE LOCATION OF BRIDGE (TYP.) (ABOVE) �EXISNG i ORIENTATBTTOWER EXISTING PROPERTY LINE NI BEACH EDE 40200 MAIN ROAD XISTING ROCK 2 / 10 16" ORIENT,NY 11957 ' WALL (TYP.) l SHEET TITLE 1 So71 c'd Town '� iu if If'Ci[ i Cl SITE PLAN 1 GRAPHIC SCALE: NOTE: BASEMAPPING IS BASED ON AERIAL SITE PLAN 20' 10' 0 lo' 20' SHEET NUMBER PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, SCALE: AS NOTED C.' DATED 02/21/17 AND A SITE WALK COMPLETED NORTH SCALE (11x17): 1" = 20'-0" BY INFlNIGY 1FI AND DOES NOT SCALE (22x34): 111 = 10'-0" ,REPRESENT ANN ACTUALCTUALFIELD SURVEY. NOTE: -NOTE: T . .Mobile FOR MORE INFORMATION PERTAINING TO "PROVED BY TOWEROSTRUCTURE, REFERE INFORMATION TO NING TO THE Y GREAT RIVER NY1]9'C THE PLATFORM DESIGN, REFER TO 'PLATFORM DESIGN REPORT,' COMPLETED 'STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18. N V COMPLETED BY INFlNIGY, DATED 08/01/18. — _ V � ) NIEL EXISTING CARRIER PANEL ANTENNAS (TYP.) PROPOSED T—MOBILE INSTALL TO BE FLUSH WITH TA�L/N S•OD III EXISTING INSTALL AND MEET EXISTING PROPERTY SET TOWN / I� x s� BACKS. ENSTING SET BACK BASED ON PROVIDED v t N DRAWINGS COMPLETED BY WFC, DATED 02/21/17. DATE �-Lo-10 —PROPOSED T—MOWLE EQUIPMENT TO BE INSTALLED, z z;, (TYP PER SECTOR, (3)SECTORS TOTAL): r PR WOSED T—MO6/LE 3 (1)RFS APXVFWWI2X—C—NA20 Lj a o LL (2) TMAS ACCESS GATE C-5 o 1 PROPOSED T—MOBILE SILT FENCE (6) 7/B'COAX CABLES 7— _2 TO BE INSTALLED AS REQUIRED EXISTING GRADE TO BE LEVELED AND GRAI,22iD UPON COMPLETION OF CONSTRUCTION p _ SUBMITTALS M77 T AOI,c 1C/1O GATE ❑ESCMPTION REVISION UIJ I/NG I-MOBILE PLA TFORM �l pM1/i E iD PF R G SUPPORT PIER(SEE S14EE75 Si—S11) EXISTING RETAINING I 1' I�`� avlc Amm rcP Nu.rA� r WALL (TVP.) I I 2 12/13/18 REVISED PER PERMIT 2 PEC 2 ;: 2018 1 12—6 � PROPOSED T—MOBILE ACCESS STAIRS(REFER TO SHEETS i JOL!tiIUI(;iOtiVi� �-� � S1—SII FOR MORE INFORMATION) 1 southoi(Down 1 PROPOSED T—MOBILE 12'-6'X 17'-0"RAISED oud PROPOSED T MOBILE PLATFORM UGH (IYP F 1 OF(4) TOTAL)(TO COMPLY N�7H DARK STEEL EQUIPMENT PLATFORM INIH/N PROPOSED J 14=0'"X18'-0"LEASE AREA W/OLERHEAD ICE SKY LAW AND LOCAL MUNICIPAL CODE) I sg. oeF APPo REnsaMs CANOPY(SEE SHEETS Sl—Sil) o OPOSED T—MOBILE 18 7 8 COAX CABLES RT> x. \, 1 1 —PROPOSED T MOBILE(9)RR TO * I TD BE ROUTED FROM PROPOSED EQUIPMENT MOC oPs \ Bf MOUNTED ON PROPOSED PROPOSED T MOBILE PPC } H—FRAME, (6)RRUS-11 B4 AND I n I CABINET 10 PROPOSED ANTENNAS caMsm E-2 EQUIPMENT CABINET �__ �� t (3) RR 812(TVP. OF(3) C-4 3 -H ' o PER SECTOR (3)SECTORS TOTAL) o n PROJECT NO: 644-002 < I dRAW BMM 3 EXISTING RQOCA TED OR NEW ap Y: MPS SHRUBBERY AS REQUI ` , o I EXISTING STEALTH C-6 (TVP. OF(5) TOTAL) ; I MONOPOLE TOWER 1 1cd POTENTIAL ROUTE OF PROPOSED T—MOBILE METER i ON PROPOSED H—FRAME NATURAL GAS LINE w , FROM MAIN ROAD— y ! o $ I j w 1 PROPOSED T—MOIB/LED-7 o_ 1 PROPOSED T—MOB/LE 6102 15KW DELTA DC I EQUIPMENT CAB/NET o t 1 DIESEL GENERA TOR t 07]C1�3 CL PROPOSED T MOBILE(18) 7/8'COAX CABLES TO BE ROUTED fROM PROPOSED EQUIPMENT CAB/NET TO PROPOSED ANTENNASP�RIV�A'CY SLATS TO BE INSTALLED IN SBitTf3AL SEAL PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT IS THE CREATION, 2,3 PROPOSED T—MOBILE 14 0' TALL FENCE t x I DESIGN,PROPERTY AND COPYRIGHTED C-5 IXTENSIOV(TO MATCH EXISTING OR USE WITHOUT EXPRESS WRITTEN NG FENCE) E WORK OFT-MOBILE ANY DUPLICATION .—EXISTING FENCED 1 CONSENT IS STRICTLY PROHIBITED. ^PROPOSED T—MOBILE 14'-0" +1 I /f TALL FENCE EV01190N(70 NOTE:IF DRAWINGS ARE 22.64',USE 1 ES PROPOSED T—MOBILE ICE BRIDGE it I J MATCH EXISTING) GRAPHICAL SCALE AND/OR 112 TIM INSTALLED BELOW EX/S7TNG CARR/ERS 3 OF THE NOTED SCALE. C-5 (TO FOLLOW DUSTING ROUTE) I SITE NUMBER: r � LI13882D + GRIAVELG(TYP.) I SITE NAME: + SITE AT&T TOWER EXISTING FENCED EXISTING CARRIER RAISED I 40200 MAIN ROAD EQUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM L ORIENT,NY 11957 EXISTING CARRIER ICE BRIDGE (ABOVE PROPOSED T—MOBILE) SHEET TITLE GROUND LEVEL ^� _ COMPOUND PLAN /-l- PLATFORM PLAN 8c ELEVATION SCALE: AS NOTED NORTH GRAPHIC SCALE: I NOTE 6' 3' 3' 6' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WC, C'2 DATED 02/21/17 AND A SITE WALK COMPLETED SCALE (11x17): 1" = 6'-0" 2 TOWER ELEVATION BY INFlNIGY ON 03/15/18 AND DOES NOT SCALE22x34 : 1" = —0" OT TO SCALE REPRESENT AN ACTUAL FIELD SURVEY. ( ) 3' EXISTING FLAGPOLE PIPE MOUNT T c .Mobil(Mobile- (CONTRACTOR TO VERIFY) nr-r�sr rarnawur Eyc 3500 SUNRISE HIGHWAY C�REA�T RIVER.NY 11)A 000 Vw� � o ' '\ y O l0� t N PROPOSED Z 8 PROPOSED RF SYSTEM SCHEDULE ANTENNA (TYP.) o SECTOR ANT ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT ANTENNA TMA MODEL # RRU MODEL # CABLE CABLE CABLE CABLE Z [ CENTERLIN (GROUND MOUNTED) LENGTH QUANTITY DIAMETER TYPE A A-1 APXVFWWI2X-C-NA20 RFS 39 0' 2'/2'/2' ±75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) tIG7'R 6 61A4.Y STYLE 1B TMA (1) RRUS-11 B12 (GROUND) SUBMITTALS DATE DESCRIPTION REVISION (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) w's FDR PER- T B-1 APXVFWWI2X-C-NA20 RFS 170' 0' 7/7/2' f75' STYLE 1B TMA (1) RRUS-11 B12 (GROUND) t/Lny 6 -- CCJid' +i'wr+, RE PER PI Tmu fi/fi'1¢ RENSED PER PERMIT ] C C-1 APXVFWWI2X-C-NA20 RFS 260' 0 2/2/7 f75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) ww'* 6 Tcw STYLE 1B TMA (1) RRUS-11 B12 (GROUND) • CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 20% BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) I PROPOSED STEEL BAND MOUNTING DEPT. CAM APP'D REVISIONS BRACKET (CONTRACTOR TO FIELD WE FABRICATE MOUNT AS REQUIRED) (TYP.) muxc OPs CONSTR. RF SCHEDULE (PROPOSED) 2 ANTENNA MOUNTING DETAIL SDE AC. NOT TO SCALE NOT TO SCALE PROJECT NO: 544-002 ORAWN BY: 8MM MPS PROVED BY ,�� �,�. s reg. PUNNING BOARD TAG `` ,,~ r �= W TAG TOWN OF SOUTHOID I#z DATE • 'tPRGFEaSTONAL SEAL C © TAG THIS DOCUMENT IS THE CREATION. v #1 DESIGN'PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN TAG CONSENT IS STRICTLY PROHIBITED. 11.8" RFS MODEL NO.: APXVFWW12X—C—NA20 TOP ,~ o NOTE:IF DRAWINGS ARE 22-x34•,USE © GRAPHICAL SCALE AND/OR 1/2 TIMES RADOME MATERIAL: FIBERGLASS, UV RESISTANT TAG OF THE NOTED SCALE. RADOME COLOR: LIGHT GRAY1 SrrE NUMBER: DIMENSIONS, HxWxD: 46.0"01.8"x7.9" L113882D WEIGHT, W/ PRE-MOUNTED BRACKETS: 48 LBS AG SITE NAME: CONNECTOR: 7-16 DIN FEMALE 2 ORIENTATBTTOWER 40200 MAIN ROAD Q ORIENT,NY 11957 } METALLIC TAG 'DOTES: 7.9" 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END SHEET TME IU1 I �II OF EVERY CABLE LONGER THAN (3) THREE FEET. IREAR SIDE 2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO ANTENNA DETAIL nr c^ Ili METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. & RF SCHEDULE J L lJ I 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES APPROPRIATE FOR CABLE DIAMETER. 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED �i0Ut1101r1 T:71`il? WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL SHEET NUMBER FI311TIIng board CONFIGURATIONS. --j 3 ANTENNA DETAIL 4MMETALLIC TAG DETAIL C-3 NOT TO SCALE \=1 - NOT TO SCALE CABINET WEIGHT (WITHOUT BATTERIES): 330 KG [728 LBS] MOUNT PER NOTE: ■ Mobile ■ CABINET COLOR AS MANUFACTURED: GREY, RAL7035 GLOSSY MANUFACTURERS FOR MORE INFORMATION PERTAINING TO THESPECIFICATIONS m— cI TOWER STRUCTURE, REFER TO PASSING GREAT RIVER.Hr 1 CABINET CLEARANCES: 'STRUCTURAL ANALYSIS REPORT,' FRONT: 700mm [-28"] COMPLETED BY INFINIGY, DATED 08/01/18. AZ SIDES: 100mm [-4"] � O REAR: 200mm [-8"] 1300 [51.18'] r n Y p �N —PROPOSED T-MOI6ILE EQUIPMENT fi BE INSTALLED Z T iF (7W. PER SECTOR, (3)SECTORS TOTAL): • (T)RFS APxwm2X-C-NA20 3 a o • < (2) TMAS LL • (6) 7/8'COAX CABLES Z SUBMITTALS DATE DESCRIPTION IRENSION O W/14/18 6811 oL911IT D u 12/0.5/18 •EV•m m PL85Z0•N 1 MA SECTOR 12/13/18 REVISED PER P ff r 10 GA1� y60 EXISTING STEALTH MONOPOLE TOWER--// OWER E II y/�7 IJ J �_/ LI LJ RFE RFE PIRC wP'A •Ev!4 4 c w NAY. ZONING DEC 2 0 2018 �. p6 ' PROJECT NO: 544-002 1 O South old TONln DRAWN 8 BMM ERICSSON RBS 6102 /� 2 PROPOSED ANTENNA ORIENTATION PLAN Planning Board c — MPS 1 -- NOT TO SCALE /R, OT TO SCALE 'r O PROPOSED 15 WATT KNUCKLE MOUNT ERICSSDN MODEL #: RRUS 11 NOTE: LED SPOTLIGHT OR APPROVED EQUAL c� POLE HEIGHT SHALL BE NO GREATER THAN FOUR (TO BE DARK SKY COMPLIANT) PIPE CAP , COLOR: GRAY TIMES THE DISTANCE TO THE PROPERTY LINE AND f MAXIMUM LUMEN LEVELS PERMITTED FOR DIFFERENT MOGUL SOCKET MOUNTING E DIMENSIONS, HxWxD: 19.7°07"x7.2" FIXTURE HEIGHTS ARE AS FOLLOWS: 5 (500 x 431 x 182 mm) • 6' 500-1000 LUMENSj, G� • B' 600-1600 LUMENS WEIGHT: 50.71 LBS (23 kg) • 10' 1000-2000 LUMENS MANUFACTURER'S CABLE OR OTHER CABLE NOTE: • 12' 1600-2400 LUMENS SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO 16' 2400-6000 LUMENS BE COMPLIANT WITH DARK SKY LAW AND B�C5ST8k SEAL RRUS-11 J LOCAL MUNICIPAL ORDINANCES METALLIC CABLE TERMINATION FITTING 3" STD. STEEL POST THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED. WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MOUNT PER WEATHER PROOF 60 MIN. MANUFACTURERS ROTARY TIMER LIGHT SWITCH SPECIFICATIONS NOTE:IF DRAWINGS ARE 22'x34',USE GRAPHICAL SCALE ANDIOR 12 TIMES 5AI ��r��� �+� 3/4" RGS CONDUIT FOR (3) � OF THE NOTED SCALE. TOP rr #12 AWG ELECTRICAL RUN SITE NUMBER: OAD — �1} L 113882 D �u ���'` COPPER WIRE TO GROUNDRING o N \ 9 ORIENITTEAT8T NAME: 1-1/2" Pu N �f ��� ORIENT40200 T,,NYIN R 957 EXOTHERMIC WELD TYP.3/16"`� Vv�r" A 3" STD. SCH. 40 SHEET TITLE I TO NEW PPC CABINET GALV. STEEL POST (4) 1/2" THRU BOLT EQUIPMENT t 4.J SPECIFICATIONS — � SECTION A FRONT SIDE � � SHEET NUMBER 3 RRUS-11 DETAIL 4 SITE LIGHT DETAIL - NOT TO SCALE C'4 NOT TO SCALE #2 AWG BCW (TYP.) 24"tSPA �N� TobSle WITH PRO 1. IN TRAPEZE BA� RO'/ED BY GREATRNER NYI D SITE PRO 1, IN (PJN 1B24D Y CABLE HA R BRACKEN l NIN SO 110 / (SUPPLIED WITH KIT) LR'LA NING pVAR�/ ADD 1" SCH 80 OR LIQUID TIGHT xo� Tow OF SOUTHOLD (AG) CONDUIT LOADED W/ CATS 0 v ANTENNA ALARM CABLE 6>- DATE >DINE `-117_07_02-0 Z zT�m CADWELD (TYP.) 3� ICE BRIDGE SUPPORT DC DIESEL GENERATOR ;<oLL POST (SUPPLIED WITH RiT, 7 0 CONTRACTOR TO VERT +l DC L HEIGHT REQUIRED PRIJ�= TO ORDERING NSTALL 2-1/2" SCH 80 OR LIQUID z \\--EXISTING T-MOBILE SUBMITTALS #3 TIES ®� D.C. TIGHT (AG) CONDUIT W/ (2) 4/0 WE DESCW10u RD151% 13"Pf sox KN- o o 3" MIN. COVER (TYP.) EXISTING GROUND RING OR TELCOFLEX CABLE EQUIPMENT BTS CABINET M mwla RLN6E0 pm GROUND BAR FnR� 4 yia/ra RM6Fn p[1 PERNR (GC TO FIELD VERIFY LOCATION) __-----EXISTING T-MOBILE PPC (4) #4 EQ. SPACED 1 ( CONCRETE PIER GROUND RING 1'-6" EXOTHERMIC GROUND CONNECTION TO MECHANICAL GROUND CONNECTION _ TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH. 80 OR LIQUID TIGHT MECHANICAL GROUND CONNECTION TO CONDUIT (AG) CONDUIT NOTES: EXISTING GROUND BAR (FOR FUTURE POWER) 1. USE SITE PRO PARTS OR APPROVED EQUIVALENT. 1" SCH. 80 OR LIQUID TIGHT w7l DATE ,wp-G a�siaNs RFE 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES mm CONDUIT (AG) CONDUIT RF TNN. OF ICE BRIDGE SPACED NO MORE THAN 6'-0". NO EXOTHERMIC WELD ON ROOFTOPS FOR SIGNALING) ZONING ops 3. ANY SPLICES OR CANTILEVERED SEC11ONS OF THE ICE BRIDGE 1" SCH. 80 OR LIQUID TIGHT coNsm SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. CONDUIT (AG) CONDUIT sm AC GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO: 544-002 DRAWN BY: BMM ICE BRIDGE DETAIL r COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAM CHE MPs NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE ov N (syr r I sr r �r CATE OPENING CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED IN 3'-0" (MIN.) (10VA0 MAX) CHAIN LINK FENCE SIZE AND TYPE.. PROPOSED CHAIN LINK TO MATCH. STRUCTURAL NOTES: + SPECIFICATIONS / CODES; - -CONCRETE WORK SHALL BE PERFORMED IN 1-1/4:' GATE FRAME 1-1 4" TOP RAIL I kl I I I I 1 11 1 1 1 1 1 ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. G 071 cci �*`l 2"x2' - 9 GA. 2-1/2' GATE POST 2-1/2" CORNER POST, 2" -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE JF`NCEI I BRIG , I' I I f.l f FOR INTERMEDIATE POSTS WITH AISC STEEL CONSTRUCTION MANUAL,2_1 ' IU l COPPER HEAVY-DUIY GAIL1V.f I I 9tH EDITION. STB L o LOCKABLE, SINGLE GATE -WELDING SHALL BE PERFORMED IN ACCORDANCE i ' GROUND STRAP WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 LATCH THIS DOCUMENT IS THE CREATION, (SEE GROUNDING SPECS) I I I I I IN I I I LI I III 1 3 16" x 3 4" STRETCHER "STRUCTURAL WELDING" CODE-STEEL. � � � � (y � 3/8" DIAM. TRUSS ROD WTRi / / -REINFORCING STEEL SHALL BE PLACED IN 'DESIGN,PROPERTY AND COPYRIGHTED 1/2" CROWN TURNBUC LE AT GATE ONLY TOP BRACE RAIL WORK OFT-MOBILE.ANY DUPLICATION BAR AT CORNER AND ACCORDANCE WITH THE CONCRETE REINFORCING OR USE WITHOUT EXPRESS WRITTEN FOR DRAINAGE `1 GATE POSTS 1 STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD CONSENT IS STRICTLY PROHIBITED. 9I V ` PRACTICE." l& 2. MATERIALS: 7 GA. TENSION WIRE, NOTE:IF DRAWINGS ARE 22k34',USE CONTINUOUS STRETCHER BAR -CONCRETE: fc' - 3000psi. (MIN. U.N.O.) -REINFORCING STEEL: ASTM A615, GRADE 60. GRAPHICAL SCALE AND/OR1rz TIMES# a I -WIRE MESH: ASTM A185. OF THE NOTED SCALE. DIAGONAL ROD w/ -STRUCTURAL STEEL: ASTM A36. SITE NUMBER: STEEL TURNBUCKLE -ELECTRODES FOR WELDING: E 70xx. LEDGE o -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 L113882D e BOTTOM (SHAPES, PLATES). SITE NAME: TENSION WIRE -EXPANSION BOLTS: HILTI KWIK BOLT II, STAINLESS ORIENTATBTTOWER N STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED 40200 MAIN ROAD e d FINISH GRADE EQUAL. ORIENT,NY 11957 A. ALTERNATE FOOTING IN SHEET TIRE LEDGE (SEE NOTE 1) I" GAP BETWEEN FINISH NO GAP BETWEEN �, r} c E � v E GRADE AND BOTTOM OF FINISH GRADE AND F72" MAX CLEARANCE FROM �J 41 U EQUIPMENT FENCE FABRICFENCE TO GRADE SPECIFICATIONS GATE ss�� 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: D E C 2 9 2018 GATE AND CORNER POSTS. 10" DIAM. FOR CONTRACTOR TO MATCH EXISTING SHEET NUMBER INTERMEDIATE POSTS NOTE: CHAIN LINK FENCE SIZE AND TYPE South g Town Board C•5 PRIVACY SLATS TO BE INSTALLED IN PROPOSED CHAIN LINK 3 4' SWING GATE 4 CHAIN LINK FENCE DETAIL -- -- NOT TO SCALE -- SCALE: N.T.S. w r- -� T o .Mobile• NOTE: 1=1 Na FINAL TERMINAl10N p PP'ROVED �� ��` Y]500 SUNRISE HIGHWAY GREAT RIVER NY 11)]a LOCAL FUEL PROVIDER. PLANNING BOARD WARNING TAPE /--MATCH EXISTING c f N g WITH TRACE WIRE FINISH GRADE TOWN OF SOUTHOLD N EXISTING OMPACT NATIVE BACKFILL DA� +'L I 7 z 2.1. m !!! L m r FINISH GRADE (90% COMPACTION) 2 1. 120° o<o tt 120° 120 7 Z_ ,,..��,,\ L IN 11Z p LcLa idoo 0 f „ I WIND m } I SUBMFTTALS DIMRGED rUNl D GATE 1tf5CFIRl0.4 RENST]N. NATIVE SOIL WIND i WIND FOR TREES ON 4:1 OR STEEPER kyle FPi PERMR o SLOPES, PLACE 2 GUYS UPSLOPE, a/xd+a eEr� ER ruY wR. t COMPACTED SAND ONE DOWNSLOPE; OTHERWISE 2/13/la RMED PER PERMIT x NEW 3/4" PE COVER (12" MIN.) GUYING PATTERN PLACE FOR PREVAILING WIND. FLEX LPG PIPING 18" (MIN.) OMPACTED SAND FOR DECIDUOUS TREE GUYING PATTERN BEDDING (6" MIN.) PLANTING FOR EVERGREEN TREE NOTE: PLANTING BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, AND FREE OF ROCKS AND DEBRIS EVERGREEN TREE REPT, OATE APP'D RENSMS DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED RPE WOOD, DO NOT PRUNE RF FLUSH TO BRANCH. LEAVE ]pNING ups SLIGHT STUB. 03NSR. WE K. 1 LP GAS PE PIPE TRENCH STANDARD WATERPROOF TREE WRAP 12 GA. GALV. STEEL GUY WIRE, PROJECT NO: 544-002 (DECIDUOUS TREES ONLY) TO e ATTACH TO 24" MIN. STEEL DRAWBMM -- SCALE: AS NOTED 2ND BRANCH T—POST OR REBAR STAKE, 3 PER C V: Pr PS TREE, DO NOT PULL TAUT. Y• 3" OR WIDER NYLON WEBBING W/ METAL GROMMETS . FLEX—PIPE BARK PROTECTOR 12 GA. GALV. STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, DO NOT PULL TAUT. , REMOVE ENTIRE WIRE BASKET AND BURLAP FROM TOP 1/-VF ROOTBALL AND ANY TWINE OR WIRE. j 6' LONG STAKES, 2" x 2" OR 2 1/2 WHITE PVC AROUND WIRE TO MARK DIAM. WOOD, OR STEEL T—POSTS, AND PREVENT PEOPLE FROM AM M11 rs TWO PER TREE (DECIDUOUS TREES) TRIPPING OVER WIRE. OFeSSI���a� SPECIFIED BACKFILL 4" DEPTH WOOD CHIP MULCH PROFESSIONAL SEAL 3" MULCH TOPSOIL COMPACTED SUBGRADE 6" HIGH SAUCER AROUND PLANT THIS DOCUMENT IS THE CREATION, 12DESdGN,PROPERTY AND COPYRIGHTED 24" MIN. STEEL T—POST OR #4 REBAR WORK OFT-MOBILE.ANY DUPLICATION 6° STAKE, FLUSH W/ GRADE, THREE OR USE WITHOUT EXPRESS WRITTEN PER TREE (EVERGREEN TREES) CONSENT IS STRICTLY PROHIBITED. :• `r' � NOTE:IF DRAWINGS ARE 225134',USE C. GRAPHICAL SCALE AND/OR V2 TIMES OF THE NOTED SCALE. 12" SITE NUMBER: 6" yMIN. 1�2 ROOTBALL `�/2} L 113882D REMOVE BURLAP ROOTBALL ROOTBALL SITE NAME: O FROM TOP HALF OF BALL DIA. DIA. 040200 MAIN RAD PLANTING SOIL-3 PARTS TOPSOIL DECIDUOUS AND EVERGREEN ORENTT,,NYR95577 1 PART PEATMOSS BY VOLUME TREE PLANTING AND GUYING DETAIL (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER SHEET TTTI-E AND CONIFEROUS TREES OVER 4' HT.) NOT TO SCALE APU SCHEMATIC 'I IC" (J }�` A DETAILS uu JCC 2 + 2013 2 TYPICAL SHRUB PLANTING DETAIL 3�TREE STAKING AND GUYING DETAIL SHEET NUMBER -- SCALE: AS NOTED NOT TO SCALE S0u1?IOiU TOFdr: Plannian f'•oard C•6 T ES ©Mobile® SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (AS "°"" Y r� p f]S°RSUNRISE HIGHWAY 1 APP LICABLE) GREAT RIVER VY `11111 f. DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2. DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY 82,67" 3. WARNING - EYE AND EAR PROTECTION REQUIRED 4. SAFETY - FUELING COMPANY: CHECK FUEL LINES PRIOR TO DEPARTURE TO PREVENT SPILLS 5. NOTICE - FUELING COMPANY: TANK SHOULD NEVER EXCEED 90% FULL 6. NOTICE - FUELING COMPANY: REFUELING A RUNNING m Y GENERATOR MUST BE DONE AT 50% OF NORMAL FILL z m RATE Z d 7. NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS 3 APPROPRIATE) U— 2 B. NFPA DIAMOND FOR "BATTERIES" Z 3' WORKING CLEARANCE o AT ACCESS POINT n NOTE: SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS SUBMITTALS gLS (AS APPLICABLE) 1. NOTICE - AUTHORIZED PERSONNEL ONLY Q^TE DESCRIPTION REV SIGN 2. CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE ivjw,n PSR G '17/O'J/1M R8Y`si0 PER PJiTr�rtY I EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING t�, n na eo r� Pence a OR AFTER DISCHARGE (OR SIMILAR MESSAGE FROM GASEOUS FIRE SUPPRESSION VENDOR) 41 3. NFPA DIAMOND FOR "BATTERIES" (ONE SHOULD ALSO BE U PLACED AT FACILITY'S FRONT DOOR) zr ¢z Q o w d J U� [�w Z U Y U K¢ 3 Q fDEFr. DATE APP'D REAsms PROJECT NO: 544+002 DRAWN BY: BMM CHEC MPS OF N � $ s � � ,. ul ,. ACCES5 POINT FOR ACCESS POINT FOR: ACCESS POINT FOR: F- �O��D �� ALTERNATOR ENGINE GENERATOR CONTROLLER 1 r BATTERY OIL FILTER WEB CONTROLLER AIR FILTER 0 0 RADIATOR GEOTAB MODULE 0 _•_ a fir' KANNWV BOA MUFFLER SET RECTIFIERS M PDU BOX �A ��109� lfi x 0 0 FUEL LEVEL 0 TOWN OF SOUTHOLDLD OIL PRESSURE S �� L COOLANT TEMP ENGINE SPEED ¢ THIS DOCUMENT IS THE CREATION, DATE r ^ A 1 n O_L-o w [WORK,PROPERTY AND COPYRIGHTED (� �/ � p YVORKOFT-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN N CONSENT IS STRICTLY PROHIBITED. O O 0 0 NOTE:IF DRAWINGS ARE 22W',USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE. SNUMBER: rn 220 GALLON FUEL TANK L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 DELTA 25kW DC DIESEL GENSET SHEET TITLE W/ 220 GALLON TANK AND INTEGRAL RECTIFIERS 25kW 0 75% LOAD: 120HRS !(� IJ �In GENERATOR DC OUTPUT: 52VDC 0 100% LOAD WEIGHT: 2910LBs (W/O FUEL) DETAILS UL RATING: UL2200/UL142 DEC ® �O�$ ACOUSTIC RATING: <75dBA 0 23' 1 GENERATOR DETAIL SHEET NUMBER C7 NOT TO SCALE SoufilDld Toy°gin Planning Board C-7 CODED DRAWING NOTES GROUNDING SYMBOLS T- r .Mob fie- PROPOSED T-MOBILE EQUIPMENT CABINETS TO In (5 �1V r+tosucNORrRc��«< T BE GROUNDED PER MANUFACTURERS SPECIFICATIONS. (TYP.) 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. �s' IL LI ® GROUND ROD -RZ •:Q:_E•a�%AN' _ GREAT RIVER NY 111]B PROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT. 16 BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING. li I ❑ ACCESS WELL OEC ' 2018 coo® GROUND ROD WITH ACCESS 3 PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING ■ COMPRESSION TYPE CONNECTION ocul..I,U,1. 101,'JO PROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER. TYP. • EXOTHERMIC WELD TYPE CONNECTION t N o —G — #2/0 BTS COPPER CONDUCTOR °z V 5 BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAREBURIED GROUND CABLE �s INDICATES CODED NOTEm 6 BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING Z mo WITH PROPOSED #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES). BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING r WITH #2/0 SOLID TINNED BCW (TYP.). 2 SUBSMFIJALS B� BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING G-3 G-3 DATE DEscq'FMN REM$hDN WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES). 12 9 1 BB/14/18 FOR PERMR R BOND PROPOSED GROUND RING TO COMPOUND GROUND10 1a/Oy1B RRW PER Pu Wff SYSTEM WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES). ally+B EHsm PER Pmwv BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING to WITH #2/0 SOLID TINNED BCW AS REQUIRED. 2 BOND PROPOSED GENERATOR TO PROPOSED GROUND RING 11 WITH #2/0 SOLID TINNED BCW AS REQUIRED. 12 BOND PROPOSED PPC CABINET PER MANU. SPECS a o p G. 13 NOT USED 16 OM GATE APP'O REVISIONS RM RF MAN. 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS. I 7 oaSO 1 I GENERAL GROUNDING NOTES: 5 II =& I PROJECT NO: 544-002 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: DRAWN BY: BMM - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD 4 Imps TO RODS OR GROUND RING _ - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, 1 ,' � S f�✓ '� COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE 1 �` CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL i HARDWARE THROUGHOUT. j L= 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 15 ?+ 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. • � wr. ,r 3. OWNERS REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND11 14 �I Ec sl CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS g F1#�OFSSICRAL�SEAL RESISTANCE IS REQUIRED. 9 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED 5, MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. WORK OF T-MOBILE.ANY DUPLICATION AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND OR USE WITHOUT EXPRESS WRITTEN NO GREATER THAN 90 DEGREES. CONSENT IS STRICTLY PROHIBITED. BAND ANTENNAS&PIPE MOUNTS _I 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, / 7D SECTOR GROUND BAR PER EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. MANUFACTURERS SPECIFICATIONS NOTE:IF DRAWINGS ARE 22.44',USE (TYP OF EACH SECTOR) GRAPHICAL SCALE AND/OR 112 TIMES 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO NOT OF THE NOTED SCALE EXOTHERMICALLY WELD TO CONDUITS. , 1 GROUNDING SITE PLAN �' SITE NUMBER: — SCALE: NOT TO SCALE 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN NORTH — L113882D THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER r �� SITE NAME: SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. F7"7uPft0VEb byORIENTATBTTOWER 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. PROPOSED SEC7AR AROUND 40200 MAIN ROAD Pu L3OA� BAR(TYP. OF&CH SECTOR) ORIENT,NY 11957 AHNINV D SHEET TM-E 10. BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, TOWN OF SOUTHOLD TINNED, SOLID COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 BAND /MAS 70 SECTOR AROUND BAR GROUNDING 8c HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND PER MANUFACTURERS SPEanCAT10NS ROD. (TYP OF EACH SECTOR) POWER 11. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF DATE � l.�g DIAGRAMS THE TOWER PRIOR TO THE COAX BEND. -� 12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE 2 ANTENNA GROUNDING PLAN SHEET NUMBER GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING -- SCALE: NOT TO SCALE MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE G'1 250-30. 5 .2 S/S NUT 4 @ HEAT SHRINK T ntl� ���e a S/S BELLEVILLE (CLEAR) ILE 'f16„ 3/4 ° q WASHER 1" GNE�TAVEH,NYSUNRISE �LC 2" � ° 1/4- 00 16h. 3 ° ° q 1 S/S FLAT WASHER 9 a ^ � LEGEND VIN COPPER BUSS �2 N 1. TINNED COPPER GROUND BAR, 1/4"0"x20", NEWTON INSTRUMENT CO., HARGER TGBI14420M, OR 7 EQUIVALENT. HOLE CENTERS TO MATCH S/S FLAT WASHER Z 2. NEMA DOUBLE LUG CONFIGURATION. S/S BOLT (1 OF 2) NO NOT a F5 ti 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR HARGER EQUIVALENT. DISCONNECT o 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT. NOTE; 7 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER EQUIVALENT. ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE L_ 6. 5/8-11"x1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR HARGER EQUIVALENT. TREATED WITH T&B KOPR-SHIELD CPB ANTI-OXIDATION NOTE COMPOUND. TAG ON ALL GROUND BAR NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. TAG SUBMITTALS 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS INTERCONNECTS DATEDESCRIPTION RMSIDN HARGER TGBI14420M. oe/i Hie roe PEnwR +Loe/�e wmo?_r Tmw 12/13he REVSM vm P mff z GROUND BAR 4 EQUIPMENT GROUND CONNECTION ALE NOT TO SCALE _ SCALE: NOT TO SCALE i N� TIN COATED - SOLID S/S FLAT WASHER (11P) F?°OM JUM.gyp 7/BPO ER REQIREDER ONLY YP.)WHEN . COPPER BUSS BAR I. 2 HOLE, LONG BARREL TINNED 5/S BOLT (TYP.) I. SOLID COPPER LUG (TYP.) WEATHERPROOFING nEP1. �rE � avmoRs NOTE: MINIMUM OF KIT, ANDREW #221213 I RFE [ 3 THREADS TO BE (TYP) vs vm. VISIBLE (TYP.) '2FXtlhT1 I I>i3 ggwSfR LT6 k. STANDARD ANDREW GROUND KIT (TYP.). SEE NOTE RROJ8CT NO: 544-002 ❑ BMM S/S FLAT WASHER (TYP.) MPS ANTENNA CABLE (TYP.) .� r;S. S S/S NUT (TYP.) S/S SPLIT WASHER (TYP.) NOTE: DO NOT INSTALL CABLE GROUND #6 AWG KIT AT A BEND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE C CHERRY INSULATOR INSTALLED IF REQUIRED GROUND BAR NOTE: (CONTRACTOR 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. SUPPLIED) 2) COAT WIRE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING. #2/0 AWG GREEN INSULATED 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS TO GROUND �Po ES�IBAR AS ONAL BEAL PRIOR TO MATING AND BOLTING. APPROPRIATE THIS GROUND LUG 5 CONNECTION OF GROUND WIRES TO GROUNDING BARS ® ANTENNAS SIGN.PRUH1ENrIANDCOPYRIGHTs THE , DESIGN,PROPERTY AND COPYRIGHTED SCALE: NOT TO SCALE SCALE. NOT TO SCALE WORK OF T.MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PRDHIBITEO. #6 AWG FROM ANTENNA SE CABLE GROUND KIT 12" APPROX. NOTE:IFDRAWIICAL LEANDIORIQTIS ARE 22pxW, ES EQUIPMENTGRAPHOFTHENOTED SCALE.TIMES ' + � 2" 6* OR THE NOTED BCAL1_. 2 1/2" 0 MAX. STCE NUMBER.- GROUND UMBER. GROUND BAR TO BE ANTENNA L1138S [7 MOUNTED ON WALL OR IROV aY CABLE ON ANTENNA TpWER f STTE NAME: I ORIENT AT&T TOWER �� OARP WEATHERPRCABLEWAVEOOFING I CABLE GROUND KIT 40200 MAIN ROAD 0 0 ! O O O O O WEATHERPROOFING KIT ORIENT,NY 11957 O O O O D O Q U 00 O OLD2 AWG STRANDED COPPER GROUND TOWNOF S IRAN(�ARDUCABLEWAVE GROUNDINDED 70 GROUND NG KIT) n I� SHEET TrrlE TINNED, SOLID COPPER IIJ L'� LI BUSS BAR, HARGER 2.$)•�f p`I�► GROUNDING TGO114420M GROUND DAU ql F- r TO ANTENNA CABLE BAR OR EQUIVALENT TWO HOLE LUG, TO r DEC �� 010 DETAILS BE USED TO CONNECT NOTE: 1 O TO GROUND SYSTEM DO NOT INSTALL CABLE GROUND KIT AT A BEND AND NOTE: CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. Southold 'o),vi1 SHEET NUMBER `` OR EQUIVALENT ON ALL LUG CONNECTIONS Pi1>lfff(1q EOO<'d 3 ANTENNA GROUND BAR 6 CABLE GROUND KIT CONNECTION G�2 -- SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE T - -Moble- �a lI 91w1A�R°Bn'1eBST tic v T]9a°BIINRIBE HIGHWAY G�REA�T RIVER,NY 11]A 000 TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT NOTE.ERM CADWEFD-MOLD TYPES'SHOWN HERE ARE DAWU;.CONSULT V WITH PROJECT M4NAGM FOR SPECIRC MOLDS TO 6E USED FOR THIS PROJECT. a C P O J eo TYPE 2—YA-2 Y I� TYPE CT TYPE HS TYPE NA TYPE YS TYPE YA-2 SUaNIFFTALS DATE DESCRIPTION REVISION BB/14/19 MR PERYR 4 1 EQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED u°°/1° R 0 "�'E°�Y 1]/1]/19 REVISED PER PERYR 2 SCALE: NOT TO SCALE - SCALE: NOT TO SCALE COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w Z RPR'O I REYW0.15 N �>�= TI� o< Cr w c� zowe 3 N EXOTHERMIC WELD aps o- W�, aansMll. m S" DIAMETER Ae. w SCHEDULE 40 PVC ROUND RING 2/0 AWG BCW PROJECT NO: 544002 tD= U o " 'I DRAWN BY: BMM co" 4" OF LOOSE GRAVEL CH - MPS I o f [l 1" WIDE SLOT CUT SMOOTH ' FOR GROUND RING. EXTEND c STE r,. , GROUND ROD-- NOTCH 2" ABOVE CONDUCTOR coli I 'ii tr E Cy. +� A,���I_ r,�,r,k"5E14L 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED SCALE: NOT TO SCALE SCALE: NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. GRADE w CILcD v) "PROVED �� C� I� 1(J I� NQTE IF DRAWINGS AiiE 22 x94",USE o J L-� `11u GRAPHICAL SCALE ANDIOR 112 TIMES cJ OF THE NOTED SCALE. cD.Ll EXOTHERMIC WELD M Sn� PLANNING BOARD DEC 2 �� 2018 13882D SI[TE NAME: GROUND RING �F2 0 TOWN Of SOUTHOLD SoutnDltTotivn ORIENTAT&TTOWER BTS COPPER CbNDOCTOR PI,nnl;lp Co2rd 402100 MAIN ROAD ORIENT,NY 11857 ING CARR ERTCGROUNDING) DATE 9 1^ �] /� f SHEET TME GROUND ROD COPPER CLAD 1I STEEL 5/8"0x10'-0" LONG GROUNDING DETAILS LSHEET NUMBER 4 3 GROUND ROD DETAIL 6 DETAIL NOT USED G-3 SCALE: NOT TO SCALE - SCALE: NOT TO SCALE CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: T e -Mob .em y i T-MOBILE 6102 EQUIPMENT CABINET. CIGBE COAX ISOLATED GROUND BAR EXTERNAL + RECEPTACLEALL ELECTRICAL WORK SHALL BE N ACCORDANCE WITH THE IGI— SST SELF SUPPORTING TOWER riMdaoSlneXiE }, uoa SUNRISE H ICRwAY BURIED POWER CODNUIT LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND GREAT RIVER NY 19i PROPOSED T-MOBILE PPC CABINET. GPS GLOBAL POSITIONING SYSTEM ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. ELECTRIC & TELCO FEEDER - PROVIDE ELECTRIC & TELCO CONDUIT TYP. TYPICAL -'- BURIED TELCO CONDUIT 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 ca FOR NEW EQUIPMENT CABINET. SEE ONE LINE DIAGRAM FOR CONDUIT DWG DRAWING © ELECTRICAL METER UNLESS OTHERWISE INDICATED. CONDUITS EXPOSED ABOVE AND FEEDER SIZE. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. BCW BARE COPPER WIRE GROUND SHALL BE RIGID GALVANIZED STEEL. ALL UNDERGROUND CONDUIT SHALL TRANSITION FROM PVC TO B� BELOW FINISH GRADE INDICATES CODED NUMBER RIGID ABOVE GRADE. PROVIDE 36" SEPARATION BETWEEN �� Q NEW FIBER SERV CE - PROVIDE (1) 2" PVC CONDUIT FROM EXISTING # $ FIBER DEMARC TO PROPOSED PPC CABINET. (PENDING COORDINATION W WITH UNDERGROUND POWER AND TELEPHONE CONDUITS. SUPPLY WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDEElSAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG 7 T ENTIRE LENGTH OF UNDERGROUND CONDUITS. L CAB CABINET a OPROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 20DAMP PANEL TO C CONDUIT 0 UTILITY POLE 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN � m a o� PROPOSED CABINET FOR POWER AND TELCO. CONTRACTOR TO VERIFY INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, o CONDUIT AND WIRE SIZE. SS STAINLESS STEEL POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 7 G GROUND & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. L PROPOSED METER ENCLOSURE AND MAIN DISCONNECT SWITCH MOUNT AWG AMERICAN WIRE GAUGE TO EXISTING UTILITY BACKBOARD (PENDING COORDINA11ON WITH RGS RIGID GALVANIZED STEEL 4, ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. UTILITY COMPANY) COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. SUBMITTALS 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. DUE I DESCRIPTION r+z%wN NEW POWER SERVICE - PROVIDE 200A SERVICE FROM NEW METER TO IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND ORJ,./'! FOR PERMIT o T-MOBILE 20DAMP PANEL. (1) 2'SCH. 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY. +uom xv:Ea PER FwIv3-M , 3/0 & (1) #2 GND. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. v+a/IC �at�PER'e.rr 2 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF g PROPOSED APU (GENERATOR). CAPS NOT DUCT TAPE, PROPOSED 1" LIQUID TIGHT CONDUIT W CATS ALARM CABLE & NEW 7. PROVIDE 200 O TEST PULL WIRES IN EACH TELEPHONE / AND POWER CONDUIT. [ 2" LIQUID TIGHT CONDUIT W/2/0 TELCOFLEX CABLE. llj PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 10 PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 UTILITY REQUIREMENTS. CABINET TO PROPOSED PANEL ANTENNAS { ff} OFPf, I ah App,ol REVISIONS FIFE 2 OPS ,ion CONSTR. SITE AC. 4 i PROJECT NO: 544-002 i DRAWN BY: BMM I p ��YY �� OHECKEO MPS PJ E W _•.. cl Q APPROVED aY IDRF3Ff5Sl[}NAi 10 ! # 3 5 7 8 I I I FDESIGNOPROPIERTY IS DOCUENT IS THE CREATION, E �� — — K A N N1NG IMAM) KFMOBI E ANY DUPLICIGHTED ATION OR USE WITHOUT EXPRESS WRITTEN d � TOWN OF SO"THO. w CONSENT I5STRICTLY PROHIBITED. i I r + (J - \�jJ NOTE:IF DRAWINGS ARE 22'%U',USE E € I DATE 'J I 1 2T!" 3 GRAPHICAL SCALE AND/OR 112 TIMES I I Z�I !llsss��� OF THE NOTED SCALE. # SITE NUMBER: f g L113882D 1 I I I V SrrE NAME: 1 I I ORIENT AT&T TOWER 1 1 1 ❑ 40200 MAIN ROAD ORIENT,NY 11957 3 SHEET TITLE I�] L ELECTRICAL SITE PLAN DEC 2 9 2018 SHEET NUMBER SOLiHio!d'101'vn 1 ELECTRICAL SITE PLAN! i,:lnin r 80.a;d E,1 NORTH CALE: NOT TO SCALE GROUND CONNECTOR - UL SSU RISE Hl-Ac LISTED SEE NOTE 2 BELOW NOTE: GREAT RIVER,NY 117N (SIZE AS REQ. FOR CONDUIT) RIGID STEEL CONDUIT CONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1-j" COUPLING GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT (TYP. OF 2 MIN.) ANCHORED �� 1 BE REMOVED FROM PPC AND TO WALL WITH MINIMUM (4)X- DIA. EPDXY ANCHOR BOLTS 5" WIDE YELLOW WARNING TAPE INSTALLED ONTO TRANSFER PER UNISTRUT. CONTRACTOR TO MOUNT PPC CABINET TO WITH BLACK LETTER. TAPE TO is GRADE SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ: CAUTION ELECTRIC LINE m $ _ BURIED BELOW. o __ MATCH EXISTING GRADE t N - - r -_ == yam-- m 2 'I �SZEASHSHOWN40 I I II FRONT AC Z ��vA l ON LAYOUTS r E r, ENCLOSURE f o a ENCLOSURE TELCOFRONT _� Z G--5I PRIMARY BREAKER RIGID STEEL CONDUIT I I I ASSEMBLY I RIGID STEEL TO iPOWER ,I COMPACTED SUBMITTALS I i�i TELCO ' ' BACKFILL DATE DESCRIPTION REVISION PVC ADAPTER ENCLOSURE I ENCLOSURE I II I W/14/+e PGR PEiWff o r NOTE 2 I 'I I I2/05/re I DEVISED PER PIATPoRM 1 NOTES . TELCO CONDUIT I I 5-1f4' 5-1/4' P PVC 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL. r� Oo0o0o0 POWER CONDUIT " 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 G90 AFTER FABRICATION. SIDE VIEW 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED WITH ZINC RICH FRONT VIEW GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. NOTE: NOTES NUMBER AND SIZE OF CONDUITS MAY VARY. SEE DWG El FOR DEPL DAM Amro REY90N5 4..ALL EXPOSED ENDS OF CONDUITS SHALL HAVE WEATHER 1. METER SOCKET BY THIS CONTRACT. METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY. CONDUIT SIZE AND LOCATION. CONFIRM DIMENSIONS SHOWN WE PROOF CAPS. DO NOT USE DUCT TAPE. 2. AC POWER ENCLOSURE. 200 AMP, 208/12OV, 30, 3W W/ GROUND. 20OA/2P MAIN CIRCUIT BREAKER. WITH UTILITY COMPANY. w III moo 5. PROVIDE 2001-13. TEST PULL WIRES IN EACH TELEPHONE AND 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. Ips POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL. 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0' FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL CONsm, UTILITY COMPANIES AND AHJ. SME AC. 6. CONDUIT NOT TO BE STUBBED UP THROUGH CONCRETE. 5. CONTRACTOR MUST LABEL ALIKE BREAKERS IN POWER CABINET. PROJECT NO: 6444002 6. REFER TO ACTUAL EQUIPMENT DRAWINGS. DRAWN BY: BMM MPS UNDERGROUND CONDUIT STUB—UP 2 PPC DETAIL CONDUIT TRENCH DETAIL SCALE-- NOT To SCnlF -- NOT TO SCALE SCALE: NOT TO SCALE t. CONTRACTOR NOTE: CONTRACTOR TO VERIFY THAT THE CONDU AND WIRE SIZES ARE ADEQUATE FOR THE PROPOSE LOADING IN ACCORDANCE WITH N Ly TO EXISTING SERVICE AND INCLUDE ELECTRICAL UPGRADES IN THE SCOPE OF WORK AS REQUIRED. 200A-2P 1 rT'Q�e — (3) #4 do (1) #8G " Rte+ SlON�4L SEAL PROPOSED ELECTRIC METER - IN 1-1/4' CONDUIT f APPROVED BY l THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION 'TANNING BOARD ORUSE WITHOUT EXPRESSWRITTEN PROPOSED MAIN BREAKER- I CONSENT IS STRICTLY PROHIBITED. t I TOWN Of SOMOLD NOTE:IF DRAWINGS ARE 22k34',USE BOA-2P GRAPHICAL SCALE AND/OR 112 TIMES MANUAL TRANSFER SWITCH PROPOSED Y n OF THE NOTED SCALE. I 6102 DATE ��� 4 SITE NUMBER: I I CABINET L113882D GENERATOR RECEPTACLE I SITE NAME- I ORIENT AT&T TOWER Ip _ 40200 MAIN ROAD I ` ORIENT,NY 11957 PROPOSED 200A PANEL- --•• ------------------ L SHEET TITLE SERVICE GROUND PER NEC PROPOSED BOA-2P BREAKER, I E c ELECTRICAL SEE CONTRACTOR NOTE �_ DETAILS + DEC 2 9 2018 NOTE: SHEET NUMBER INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY jUUII'lOiG o'%vil FOR THIS SITE. CONTRACTOR IS TO VERIFY EXISTING4 POWER DIAGRAM Planning Po2Td ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE - SCALE: NOT TO SCALE E-2 EXISTING INCOMING SERVICE CAPACITY. ALL ELECTRICAL INSTALLATION IS TO COMPLY WITH NEC, ADOPTED VERSION. i ■ •1VJ1(abfl e p. T.AAMU NGEITAR6afT 4C iCYCA+...'1Rl VER,NY117N ^^ Ill Y�O N mZm Z �<oC)LL Z � SUBMITTALS DATE DESCRIPTION REVISION 00/14/10 EOR PEW 0 13/05/19 Rt.=PFA 1u1FOtA1 1 13/13/1! REVISm PEN POW I DEPT. AFF'D TMONX RFE ZONING PROJ hm= 544-002 CONTRACTOR TO VERIFY LATEST PLUMBING /3 = LJ-E DIAGRAM WITH FINAL T—MOBILE RFDS + y 0714 '�pFESS)0' r _ PROFESSIONAL SEAL APPROVED BY THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED PLANNING,0A� WORK MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. TOWN OF SOUTHOLD NOTE:IF DRAWINGS ARE 225t34',USE GRAPHICAL SCALE AND/ORTIMES DATE OF THE NOTED SCALE. SITE NUMBER: L11 IE 3882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 L . SHEET Tf C7 fI�] R.E L= l'J PL MB NG DIAGRAM F DEC 2018 SHEET NUMBER SDufho. fo�vn 1 COAX/FIBER PLUMBING DIAGRAM Planning Board E-3 NOT TO SCALE ELECTRICAL NOTES- CONFLICTS QUALITY ASSURANCE � j1 {�j WORK INCLUDED CLEANING RACEWAYS CONT'D 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, ° � ° ° j(,J_}�j° 1. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE L. PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE, BUT AND ADMINISTRATNE TASKS REQUIRED TO COMPLETE AND MAKE WORKOF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY NGiISUNISE H;. PASSAGE OF ELECTRICAL RACEWAYS,TO BE PROPERLY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE asaa suNRisEcmvM OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TOCOMPENSATION SAIL BE ALLOWED DUE cREeT RIVER,sYn7n AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE 2. CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS DIFFERENCE LOCAL GOVERNING BODY. SEE "CODE COMPLIANCE"T-1.ONS INDICATED ON ADMINISTRATION FOLLOWING: OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN A ^� PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE DIMENSION WHICH MAY BE FOUND SHALL1. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR LL BE SUBMITTED TO THE WILL ASSIGN A PROJECT MANAGER WHO WILL ACT C A SINGLE W ILLUSTRATIONS. 1. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS B. PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CANNEUNG, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. PROJECT, THIS PROJECT MANAGER WILL DEVELOP A MASTER PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES. CEILING. 2.THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND M. PROVIDE ALL CONDUIT ENDS WITH INSULATED METALUC ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY x 8 THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. o r m C. SUBMIT AS-BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE ADDITIONAL2. SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 �' INSTRUCTIONS AND MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER. RENDER N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF m y u D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE 8'-0", OR AS REQUIRED BY NEC, IN HORIZONTAL AND 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR z m g PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. VERTICAL DIRECTIONS, DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED Z REQUIRED FOR THE WORK OF THIS CONTRACT. FOR SLAB ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS 0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH PENETRATIONS THROUGH POST TENSION SLABS, X-RAY EXACT INSTALLED BEFORE COORDINA11ON WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE 3¢ B AREA OF PENETRATION PRIOR TO PERFORMING WORK. CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ONm o COORDIATE ALL X-RAY WORK WITH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES. THE PART OF THE CONTRACTOR TO FULFILL EERY DETAIL OF WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED o E. PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURALP. WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR SUBSTANTIAL COMPLETION OF THE WORK. FRAMING SUPPORTS, AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, GOVERNING THE WORK. 3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1. AS-BUILT DRAWINGS: PER BUILDING. SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS HIS CONTRACT. PROVIDE COUNTER FLASHING, SLEEVES AND A. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNERCONTRACTS AND WARRANTIES WOULD INCLUDE, BUT NOT LIMITED TO, THE OWNER, PROJECT SEALS FOR FLOOR AND WALL PENETRATIONS. 'AS-BUILT" DRAWINGS. WIRES AND CABLES 1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2. SERVICE MANUALS: TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF 1. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND OF CONTRACTOR LICENSES AND BONDS. SUBMITTALS SUBCONTRACTED). BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING A. UPON COMPLETION OF THE WORK, FULLY INSTRUCT T-MOBILE VENDOR FOR EXACT EQUIPMENT OVER-CURRENT PROTECTION 2. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR DA E DESCRIPTION REVISION 4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS. oe�iyie FOR RERUR o TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS. PRIOR TO BID. CONSTANT COMMUNICATIONS, SUCH ASA MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED D. THE 1III~1 'R annRN CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE 8. PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2. ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED.. "�'� �`"�0°EHPER1° _ TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT. GROUND CONDUCTOR. 1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT PURPOSES. 3, ALL WIRE AND CABLE TO BE 60OVOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THHN INSULATION, EXCEPT B NOTED. FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY CALL FOR AN INSTALLATION THAT IS COMPLETE IN EERY 1. PROVIDE ALL CUTTING, DRILUNG, ROUGH AND FINISH PATCHING 4. WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO. RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. REQUIREMENTS IN THEIR AGREEMENT, RESPECT. IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK. 12AWG. ALL WIRE NO. 8 AND LARGER TO BE STRANDED. 6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE DRAWINGS AND IN THE SPECIFICATIONS. IF AN ITEM OF WORK IS 2. OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5. CONTROL WIRING IS NOT TO BE LESS THAN NO. 14AWG, CLEANUP OWNER, INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR 1. THE CONTRACTORS SHALL, AT ALL TIMES, KEEP THE SITE FREE 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND FOR INCLUSION IN THE CONTRACT. FURNISH AND INSTALL ALL CABLES. CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE 8. NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FLAME-RETARDANT, EXTRUDED JACKET AND RATED COMPLETION OF THE WORK. THEY SHALL REMOVE ALL RUBBISH THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. EACH UNIT IN DETAIL. TIGHTEN ALL BOLTS AND CONNECTIONS FOR PLENUM USE. ALL CONTROL WIRE TO BE 600VOLT RATED. FROM AND BOUT THE BUILDING AREA, INCLUDING ALL THEIR ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. (TORQUE-TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6. WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, AND IS NOT TO BE RE-PULLED. LEAVE THEIR WORK CLEAN AND READY TO USE. arar. ncE 'o REnvORs INSURANCE AND BONDS 1. PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL OPERATIONAL CONDITION. 7. HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V 2. EXTERIOR RIFE CODE (NEC) AND LOCAL AND STATE ELECTRICAL 2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS: A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL 1. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND flf FOR THE DURATION OF THE PROJECT, ALL CODES. FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (Fr.) HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER MAINTAIN, zoNlNc INSURANCE, AS REQUIRED AND LISTED, AND SHALL NOT 2.THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 N0. 12 FOREIGN MATTER. Ops THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM. 51 TO 100 NO. 10 B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN COMM. THE BUILDING. 101 TO 150 NO. 1 ADJACENT SURFACES. ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES � 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS B. VOLTAGE DROP IS NOT TO EXCEED 3%. C. IF NECESSARY, TO ACHIEVE RE A UNIFORM DEGREE OF THE OWNER. REFER TO THE MASTER AGREEMENT FOR INFORMATION/DRAWINGS PROVIDED TO ENGINEERING. 1. DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9. MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. REQUIRED INSURANCE LIMITS. PROJECT NO: 544-002 CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS: SCOTCHLOK OR AND 3. INTERIOR 2,THE OWNER SHALL BE NAMED B AN ADDITIONAL INSURED ON DRAWN BY: BMM PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR OF THE PUBUC AND/OR BUILDING OCCUPANTS. DO NOT APPROVED EQUAL. A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL ALL POLICIES. 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. EHEC MPS COMPLIANCE TO NEC. CONTRACTOR TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNER'S WRITTEN PERMISSION. 1. ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE FOREIGN MATTER FROM WALLS, FLOOR, AND CEILING. ABBREVIATIONS N E�/ ENGINEER. 2. WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM OF k4. EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION. ADJACENT SURFACES. A JUSFABLE NEW OR RELOCATED EQUIPMENT IS SHOWN WITH SDUD LINES. OR BRANCH CIRCUITING SUPPLYING EXISTING FACIUTIES, DISCONNECT SWITCHES AND FUSES C. REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM AGL ABOVE GROUND LINE FUTURE EQUIPMENT (NOT IN THIS CONTRACT) IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF 1. DISCONNECT SWITCHES TO BE VOLTAGE-RATED TO SUIT THE FINISHED SURFACES. & AND f111 �hy � 1 . SHADED LINES. REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE APPROX APPROXIMATE - SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. SHUTDOWN NOTE: SCHEDULE AND NOTIFY OWNER 4B HOURS SUPPUED. CHANGE ORDER PROCEDURE: ® AT -� 5. GENERAL PRIOR TO SHUTDOWN. ALL SHUTDOWN WORK TO BE 2. PROVIDE HEAVY-DUTY, METAL-ENCLOSED, EXTERNALLY-OPERATED 1. REFER TO SECTION 17 OF SIGNED MCSA SEE PROFESSIONAL BTS BASE TRANSMISSION STATION A AFTER CAREFULLY STUDYING THE DRAWINGS ANDSCHEDULED AT A TIME CONVENIENT TO OWNER. DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE SERVICE AGREEMENT FOR MCSA. CAB CABINET l SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING Lu MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED. RELATED DOCUMENTS AND COORDINATION CONC CONCRETE ,f' .j THE SffE, AND THE NATURE AND EXACT QUANTITY OF WORK 1. ROUTE ALL GROUNDING CONDUCTORS B SHOWN ON 3. PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR 1. GENERAL CARPENTRY, ELECTRICAL AND ANTE WINGS ARE CONT UUSi c TO BE PERFORMED. NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER. INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION. INTERRELATED. IN PERFORMANCE OF THE WOF9. THE _ -� OF ANY DISCREPANCIES THAT MAY AVEALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN BEEN NOTED LOCATION 2. ROUTE LOCATIONOTOKBUILDING STEEL VERIFYCBOUILDINGMTHE STEEL AISB 4 AIS ENERALTELE TRTICSTO BE COMPANYMANUFACTURED BY: TONBEATHERMUST REFER RESPONSIBILITYTO ALL OF THE CONINGS. ALL TRACTOR. COORp N Lr �l APPRO dY EACH o�10 BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B. SQUARE-D SHOP DRAWINGS EACH SPECIFICATIONS. GROUNDING ELECTRODE CONDUCTOR (GEC). 5. PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE. 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQU AND ELEC ELECT L Cr•�3' B. VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3. MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ELEVATI N RESPONSIBLE FOR CORRECTNESS OF SAME, EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION 1. INSTALL DISCONNECT SWITCHES WHERE INDICATED ON APPROVAL. �AN � -..� �`Rp EQUAL - 6. QUALITY, WORKMANSHIP, MATERIALS AND SAFELY TERMINATIONS, SIZED AS REQUIRED. DRAWINGS. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND E EQUIPM WT THIS DOCUMENT IS THE CREATION, A. PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4. USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS 2. INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES. FUSES CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO EGB 1 /I� EQUIPM 'T GROUND BAR THIS PERTYSTHECREATIO , MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. OWNER. {O � W �ILl.I EXI1tN AND GO 'G PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3. FUSES TO BE MOUNTED SO TAT THE LABELS SHOWING THEIR OF i f�'w.f iJ WORK OF T-MOBILE.ANY DUPLICATION AND EQUIPMENT. WHERE UL, OR OTHER AGENCY, HAS 5. HIRE AN INDEPENDENT LB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL PRODUCTS AND SUBSTITUTIONS OR USE WITHOUT EXPRESS WRITTEN FLOOR ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS TESTING. PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO 4. FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS 1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. JJJ JI GA GAUGE CONSENT IS STRICTLY PROHIBITED. WHICH ARE USED AND LABELED ACCORDINGLY. THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS: EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION }�j'/'�. �T Jr7 � GALV GALVANI ED COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A.THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF INSTALLATION METHOD TO BE REPLACED BY THE SUBSTIT �/I/'s1�, 1 f G GC GENE CONTRACTOR SPECIFIC ANTES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NOTE:IF DRAWINGS ARE 225c34',USE PROPER FUNCTIONING OF THE WORK, 1. ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN B. TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO NUMBERS AND COMPLETE DOCUMENTATION SHOWING GRAPHICAL SCALEANDIOR112TIMES B. WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING: AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTM ONS. L� \ LONG OF THE NOTED SCALE. TRADE REQUIRED FOR THE WORK. INSTALL MATERIALS AND A. EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS A1�7L) MAXIMU COMEQUPPMENT TO LETED D AND PRESENT ACCORDA CE WTHAHECE WHEN APPROED B.EXTIERORH ABOVE 40 PVC. GROUND POWER CONDUITS TO BE SIZE BE FURNISHED. PRODUCTS ANDPROPERLY MATERALS BEINGDINSTAL ED.THE THITEMS, CON E*C'H MEGHTlUY LDISH ,,,� SITE NUMBER: RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL (RGS). GENERAL NOTES.. SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT AC MFR MO URER L113882D ACCORDANCE WITH CONTRACT DOCUMENTS. C. ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO INTENT SAMPLES TO THE OWNER FOR APPROVAL IN UE OF CUT GROUN BAR SITE NAME C. PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT. SHEETS. ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED 1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS MIN MINIMUM ORIENT AT&T TOWER OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT. ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND MTL METAL IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E. ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. (N) NEW 40200 MAIN ROAD CONTACT DOCUMENT OR NOT. THIS PROJECT TO BE LABELED '7-MOBILE OWNER WILL 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE NIC NOT IN CONTRACT ORIENT,NY 11957 D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL. FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD NTS NOT TO SCALE INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F. INTERIOR FEEDERS TO BE INSTALLED IN E.M.T. WITH STEEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER AS TO WORK INTENDED OR IN EENT OF NEED FOR COMPRESSION FITTINGS. NOT THE OTHER, TT SHALL BE DONE THE SAME AS IF SHOWN, Ff-[p J OPP OPPOSITE SHAT TITLE EXPLANATION THEREOF. G, MINIMUM SIZE CONDUIT TO BE%"TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE 4 3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR (P) PROPOSED E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. - 3AB PCS PERSONAL COMMUNICATION SYSTEM GENERAL AND SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE. THE RIGHT H. FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT AND MATERIALS REASONABLY NECESSARY FOR THE PROPER o c EXECUTION AND COMPLET10N OF THE WORK AS STIPULATED IN S% �� PPC POWER PROTECTION CABINET TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT. -- ,o 3 THE CONTRACT. __ SF SQUARE FOOT ELECTRICAL THE CONTRACT DOCUMENT REMAINS SOLELY WITH I. CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED 4, THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE i rE � NOTES ARCHffECT/ENGINEER. CONTRACT DOCUMENT OR NOT. AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED, INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF �L h�`' F _`_' DETAIL REFERENCE KEY SIMT SIMILAR GUARANTEE J. THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS E THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED t I SS STAINLESS STEEL 1. GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC. BEFORE INSTALLING ANY WORK, EXAMINE THE _ FFF `� f-= �`-_I REFER TO STL STEEL YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK. r DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND 5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED - -' co '- TOC TOP OF CONCRETE SHEET NUMBER THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES. AND SHALL BE CONSIDERED AS PART OF THE WORK. NO 1LJL DRAWING DETAIL NUMBER TOM TOP OF MASONRY OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K. ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE - 2: TYP TYPICAL DIRECTED BY ARCHITECT. STEEL. COORDINATE WITH BUILDING ENGINEER PRIOR TO MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A RE: 2 A-3 VIF VERIFY IN FIELD CHANGE ORDER. N•1 ATTACHING TO BUILDING STRUCTURE. U A-3 LION UNLESS OTHERWISE NOTED SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: r ■ . ■Mobilem 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL r.ew,u wo srnwrue HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL GREAT RIVER,IIY�JR MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR CONSTRUCTION NOTES FOR FABRICATED SILT FENCE SHALL BE PROVIDED IF REQUIRED. THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE • POSTS: STEEL EITHER T OR U TYPE. 00 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND MEASURES ARE FUNCTIONING PROPERLY. POSTS WITH WIRE TIES OR STAPLES. SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE a UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE • FENCE: WOVEN WIRE 14 GA. 6' MAX. THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. MESH OPENING. x $m REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER L N r A EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION FILTER CLOTH: FILTER X, MIRAFI �n FOUNDATION. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION THEY SHALL BE OVER-LAPPED BY 61N AND FOLDED. �}m 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABIUNKA T140N OR EQUAL z N m BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE Z 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER CORRECTED. REMOVED WHEN "BULDGES' DEVELOP IN THE SILT FENCE. MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT PREFAB. UNIT: GEOFAB ENVIROFENCE 3' QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL STATES. D.O.T. QUALIFIED PRODUCTS LIST. OR EQUAL. oao STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED CUT AND FILL SLOPES. AS COMPILING CONCRETE THICKNESS. 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. -WIRE FENCE- WHERE REQUIRED GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. MEASURES AFTER COMPLETION OF CONSTRUCTION AND -COMMERCIAL TYPE C SILT FABRIC ON SUBMITTALS 5• -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND ESTABLISHMENT OF PERMANENT GROUND COVER. UPSTREAM SIDE OF FENCE GAr DESCRIPTION Rf<V51om 11. THE ESCAPE OF SEDIMENT FROM THE SITE cellAHe mraRYR m -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS i�mf:e RkYm4G PL1 iRAFORY SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL IV,;ps REVISED PER P RWIT a -BE PLACED IN 6" LAYERS AND COMPACTED TO 95� STANDARD PROCTOR MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, a z EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR LAND-DISTURBING ACTIVITIES. 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: DIRECTION OF MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE o � FLOW PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABILIZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE 1 THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. LOAMED AND SEEDED. LOAM SHALL BE PLACED AT A MINIMUM COMPACTED DEPTH OF WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 4'. RECOMMENDED SEEDING DATES FOR PERMANENT VEGETATION SHALL BE BETWEEN THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, JUNE 15 THROUGH AUGUST 1 AND SEPTEMBER 15 THROUGH OCTOBER 15. TEMPORARY GROUNDLINE f �� PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED VEGETATIVE MEASURES SHALL CONSIST OF AN ANNUAL OR PERENNIAL RYE GRASS SILT FENCE IS TO BE A TEMPORARY DENSITY. WITH RECOMMENDED SEH ING DATES ER IN E BEING FROM JUNE 1 THROUGH AUGUST 15 AND EROSIONCONTROL IL THE DEVICE, SHOULD O DER D"E APP'D REVISIONS SEPTEMBER 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS +� : STABILIZED. RR VAN. WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT I ZONING LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH EVALUATE PROPOSED COVER MATERIAL �q �•_ DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A w7%- SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND REPRESENTATIVE SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY PROJECT NO: 544-002 SHALL BE OF THE SAME THICKNESS. FOR CHEMICAL AND PHYSICAL ANALYSIS. THE PRELIMINARY TEST IS NECESSARY TO NTE: DETERMINE THE REQUIRED INORGANIC AND/OR ORGANIC AMENDMENTS THAT ARE NEEDED 1. DIG TRENCH. O BMM S. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 2. LAY IN FABRIC TO BOTTOM OF TRENCH. C BY MPS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL 3. BACKFILL TRENCH, COVERING FABRIC. (JL" ' TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS PH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE S, STE�- EXISTING GRAVELSSURFACING MAY BE CES OF GRAVEL EXCAIVATEDNG ASEPARATELY A DLL BE FREE MREUUSEDGIFTINJUR OUS AND WAVES. KEPT ON-SITE B THE CONTRACTOR AND AVAILABLE FOR REVIEW BY THE COUNTY. SILT FENCE DETAIL AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED r PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. SEED BED PREPARATION -- NOT TO SCALE ;-� BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO PROPOSED COVER MATERIAL SHOULD BE SPREAD EVENLY OVER THE SITE AREA IN A MINIMUM r REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH 4" LIFT VIA BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, CF) APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED CAREFULLY CALCULATE THE QUANTITIES OF LIMESTONE AND PRE-PLANT FERTIUZER NEEDED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. PRIOR TO APPLYING. PRE-PLANT AMENDMENTS CAN BE APPLIED WITH A BROADCAST AND/OR 071[3f Ile DROP SEEDER AND INCORPORATED WITH AN OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE AFTER INCORPORATION THE PRE-PLANT SOIL AMENDMENTS, THE SEED BED SHOULD BE a� , �'�{p RIF :fS�f!�1 SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. SMOOTH AND FIRM PRIOR TO SEEDING. THE FOLLOWING SEED MIXTURES SHALL BE USED AS F ii9 L w 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS NOTED: ��SS RO SEAL TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. PLANW-4 CAY0 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THIS DOCUMENT IS THE CREATION, SPECIES VARIETY LBS ACREs ,A. DESIGN,PROPERTY AND COPYRIGHTED 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL }, ` �%;-s ._,t a� WORK OFT-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE CREEPING RED FESCUE 20 ~"` - --• -. CONSENT IS STRICTLY PROHIBITED. TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK KENTUCKY BLUEGRASS 20 1DA t7 j ZO 2,0 MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE PERENNIAL RYEGRASS 5 r FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. _ NOTE:IF DRAWINGS ARE 22W',USE GRAPHICAL SCALE AND/OR 112 TIMES GENERAL EROSION & SEDIMENT CONTROL NOTES: ~_ oFTHE NOTED SCALE. 1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SEED TIME AND METHOD SITE NUMBER: HEREIN AND STIPULATED WITHIN STATE STANDARDS L113882D SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO THE PREFERRED TIME FOR SEEDING THE COOL SEASON MIXTURE IS LATE SUMMER. SOIL AND � MINIMIZE SEDIMENT LEAVING THE SITE. AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED SITE ORIENTATNAME'TOWER 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND GROWING SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING 40200 MAIN ROAD ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR MAY BE DONE AT ANY OF THE ABOVE NOTED TIMES. ORIENT,NY 11957 OTHER APPROPRIATE MEANS. 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SHEET TITLE OCCURS. THE LOCATION OF SOME OF THE EROSION MULCHING - [^g i�- I •1' CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE NEWLY SEEDED AREAS SHOULD BE MULCHED TO INSURE ADEQUATE MOISTURE FOR SUCCESSFUL I I� � I E I GRADING A APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE TURF ESTABLISHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE AGROCHEMICALS AND SOIL EROSION. IF MULCHING PROCEDURES ARE NOT SPECIFIED ON PLANS, CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ. FI. OTHER n n SEDIMENT NOTES ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. COMMERCIALLY AVAILABLE MULCHES CAN BE USED. ill L I, k' �"'0 ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES So!11Lh0i61'.il;i SHEET NUMBER MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE . PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE �1FEf1I111 G0'iG DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. N'2 ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. T ® ®Mobile TMOBII+NORTMeplT LLG GENERAL NOTES: 1 M E MISONRY CONSTRLICTIO NO�i ssoowlwsE WAY GREAT A—.NY 11719 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1 FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBLIES) SHALL CONFORM TO ASTM D638, 1. ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 695, 790. PLATES AND SHAPES TO BE FY = 5.35 KSI LW (SAFETY FACTOR OF 8), .945 KSI CW GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. „ STANDARD, NOS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, (SAFETY FACTOR OF 8) MIN. •FOR INTERIOR/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 EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI. `w N 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE, VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR x o MASONRY STRUCTURES. n g 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 3. ALL FASTENERS TO BE 1/2" DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, v m e EXPERIENCED 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 BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 Z , STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. 3 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF 3 LL CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 4. THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY o EXISTING BUILDING, U.N-O. GROUTED BLOCKS, 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE 5. STUD/NUT ASSEMBJES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 163 PSI FOR FULLY SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION GROUTED BLOCKS. AND/OR CONSTRUCTION. 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED, -BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR SU9MiTTALS MASONRY STRUCTURES. fm7r. DESCIUFMI! REVNON 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7, TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: �.ro•he -awcB cR KYBM a SHORING, BRACING, TEMPORARY SUPPORTS, ETC, NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE TOWER PLUMB & =ON NOTES, '�oAi1• �Bn++Rs 1 DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE SIZE ULTIMATE TORQUE RECOMMENDED MAXIMUM DRAWINGS, 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR STRENGTH INSTALLATION TORQUE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 3/8-16 UNC a FT-LBS 4 FT-LBS 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINIGY 1/2-13 UNC 18 FT-LBS 8 FT-LBS 3, PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE ENGINEERING IF ANY DISCREPANCIES EXIST. BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE 5/8-11 UNC 35 FT-LBS 16 FT-LBS VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. STEEL CONSPRi1CTION N07 3/4-10 UNC 50 FT-LBS 24 FT-LBS nerr a7r wR'n �+saNs 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE RE 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE FF JM. FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES. a:1mA 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT em OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. SPECIAL INSPECTIONS NOTES: S.T,At GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. 9. STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND PROJECT NO: 544.002 EXPOSED STUD. 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE E7Rn, VEB 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE 4, ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123, OR APPROVED EQUAL. FOLLOWING CONSTRUCTION WORK: R•IOH 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: 11, ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). TQ ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. f`I y1 �y t 12. ALL FRP PLATES TO BE FlBERPLATE MOLDED FRP PLATE. b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED r W SHAPES TO BE A992, Fy=50 KSI, U.N.O. RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. PER 'TURN-OF-THE-NUT" METHOD, + ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O. 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. c. MECHANICAL AND EPDXIED ANCHORAGES. • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL LABEL. d. FIBER REINFORCED POLYMER. + U-BOLTS AND LAG SCREWS TO BE A307 OR A. Fu=60 KSI, U.N.O. ` 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. 15, FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME -THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED �y No SPREAD OF 50. DESIGN DOCUMENTS IS BEING INSTALLED. ✓�_� 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. P LSAL 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH -THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE 8. ALL HILTI ANCHORS TO BE CARBON STEEL, U_N.O, REPORT RR25536, DATED FEBRUARY 1, 2016. PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. • MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O. THIS DOCUMENT IS THE CREATION, • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE ANCHORS:ADHESIVE - HY150, U.N.O. SECTION, THIS SHEET. THE APPROVED DESIGN DOCUMENTS. WORK OFT-MOBILE.ANY DUPLICATION • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. OR USE WITHOUT EXPRESS WRITTEN 2, THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING CONSENT IS STRICTLY PROHIBITED. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KSI ULT/50 KSI YIELD, U.N.O. BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS, NOTE:IF DRAWINGS ARE 22"44',USE RANGE RECGMMENDEO GRAPHICAL SCALE AND/OR 1/2 TIMES 10, BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CLIP OF THE NOTED SCALE, EDGE DISTANCE- CL`BOLT TO END 2.0-4.0 3.0 SITE NUMBER: 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. r L113882D EDGE DISTANCE- CLO BOLT TO SIDE 1.53.5 2.5 CONCRETE CONSTRUCTION NOTES: BOLT PITCH - CL* TO CL* 4,0-5.0 5,0 -�� SITE NAME:At ORIENT AT&T TOWER 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR WOOD CONSTRUCTION NOTES: � 40200 MAIN ROAD REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER 1�1IN WARD RD ORIENT,NY 11957 AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL I. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN ��I1FY V D ^it3! COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. BENDING VALUE OF 1000 PSI MIDI. _ (� SHEET TITLE 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 2, ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN BENDING TO N ` F SOU�OL SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN. U.N.O. NOT TO ENCROACH ON BOLT HOLE L1 GENERAL REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING AGENT, EX. SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND 3, ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.SC DOUGLAS FIR DATE 'T42v/�z ; o I I' NOTES PROPOSED CONCRETE SURFACES. BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. i ! �rl" �] �9 - SHEET I1UMHER sOUihO;i ii::IP, F'ianD;ru; c Tli � � S-1 i T•MOBI LBNOATMBpDT LLQ 4�yti ` �;�.w""�9 m�F o�� RETAINING WALL Z T y N 71 ----- PRCPCSED T-MOBILE RAISED 1 o EQUIPMENT PLATFORM 077 CANOPY S3 SUBMITTALS 1 _ y WE 0_ESCRIPTION RECISION `- � 411` oE/01/u 4111m rq PLw.W 0 f s y y s s 6 r�l } r ' 1 sr:1 J t s rrx rsV s 1 OM WE MiBI01 ll RE„ 6 11 •�'iry�`1" -ir .� t �� Y •t �F + 1 4 k x t PROJECT NO: 544-002 DRAWN BY: VEB CHEC BDA JOH LX'511tJG OTHER CARRIERS RAISED EgUIPMElJT PLATFORM WITH CANOPY { . 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G '� 5 SHEET NUMBER SO:iiilC�u 10'�Iil / planrirlcd Board S■ ? ,, mm�mLa u°prxe.ar u° uoosuxquE wGxwAr GREAT RIVER.NY 111]° 1 - - - 5=O" 7'-6" r o n m N N r m Z a�#N PROPOSED 1/2"DIA A307 BOLT(1TP) A _ Z PROPOSED ANGLE CLIP L001/4"(TYP) o PROPOSED ANGLE CLIP I I I Tv L6x6xl/2"(TYP) SUSMITTAiS PROPOSED ANGLE L001/4"(TTP) - e+r m[srnmT rn grvr�a� wuiiu mw]xRr w„u a PROPOSED HSS 440/8"(TPP) I I I rm"•10 R"" I o PROPOSED MOx22(T)P) I I I I I I xaAss9lr, _ PROPOSED CANOPY(nP) S1 1 _rcttLLt_ttial�. o Lf.l LLLLI.LLLLEL ELu I (°IAHq 'L��LI.LI LLLLLLLLLI 1..LLLL LLL .LL�LII 912 AG PROJECT N4. 544002 DRAWN BY: VES o CHECKE C!A f I I tIW a1 1 ,F I I I o I r $µ,SDN�Sp I I I PROPOSED VERTICAL HSS - � ° 4x4x3I8"(1Y°+) EJ= APPROVED BY I I PLANNING BOARD THIS DOCUMENT IS THE CREATION, PROPOSED STAIRS DESIGN,PROPERTY AND COPYRIGHTED TOWN OF SOU A WORK OWTOUTE. PRESSNY WRITTEN�bY LLQ OR USE WITHOUT EXPRESS WRITTEN 6 CONSENT IS STRICTLY PROHIBITED. i n DATE r7 f,-s/�0 Z0 NOTE:IF DRAWINGS ARE 22"x34°,USE I 1 GRAPHICAL SCALE AND/OR 112 TIMES I OF THE NOTED SCALE. SITE NUMBER: L113882D SfTE NAME: S9 ORI ENT ATBT TOWER �D 1 A} °A B 40200 MAIN ROAD S4 L ORIENT,NY 11957 SHEET TITLE v u U PLATFORM DETAILS PLAN VIEW DE61 C , 't 2018 -- SCALE: NOT TO SCALE SHEET NUMBER Southold Town Plannina Baird S-3 7 pleas nluueld 31VOS OL JON 31V05 83ewnN 133HS J -- m - I- �IOZ i K SWIM WHOJIVld TULL J33HS L961<W1NNK OV08 NNN OOZOV UMOi IV V 1N312J0 :3PM US aZ88E 61l :MNAN 3115 (dU)831d 313N,7N09 1== 3lVOS 0310 13H1 JO `� o Vl0.9-,1 03SOdOdd S3WIl Z!L 21010NV 3lVOS IVOIHdVND 3Sn'4EzZZ3aVSJNIMb210d1310N -Z/)ZA Uva tri _ -(d11) x'0.0-,l IV '031191HOW A110R11S SI IN3SN00 Sall NV931 bf 03SOdOYd N3llit SS321dX31nOH1NA 3Sn i10 NOI1VOIldnOANV'31180W1JONL+CM QloMnOS 10 NMOJL 031i�JItHMOD ONV kMd021d'NOIS3C. 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WE OroI RE�9S*M PROPOSED MOX22(TYP) � PROPOSED VER77CAL HSS i l 6'WA I p 6x6x3/8'(TTP) -� (T)P) cease e PROJECT N0: 544-002 (2) PROPOSED FORM DOUBLE ANGLE(TYP)• f ` / CH VEB TOBRAWN Y BDA 5 S9 a ...y PROPOSED 14 REBAR 77ES AT _ } 0=4"O.C. (FIRST P-0")(TTP) r 0911 PROPOSED (10)18 VERACAL `u REBAR(7V) - -- APPROVED BY PLANNING BOARD THIS DOCUMENT IS THE CREATION, PROPOSED 14 REBAR 71ES DE9C3V,PROPERTY AND COPYRKknf D WORK OF T-MOBILE.ANY DUPLICATION AT 11-0"0.C. (TYP) TOWN ^� �OV��� OR USE WITHOUT EXPRESS WRITTEN RR �•* CONSENT IS STRICTLY PROHIBITED, SOPROPOSED I--6"DIA o Ddl'I� �T/Z / oZ -NOTE:IF -19CONCRf1E PIER(T)P) o ! / g r GRAPHICALSC�ALEANDOR1YITIMES AIE OF THE NOTED ER: SITE NUMBER: L113882D SnE NAME: ORIENTAT&TTOWER 40200 MAIN ROAD ORIENT.NY 11957 SHEET TITLE LOE 11 DETAIPLATFLS 2G18 � SHEET !NUMBER SECTION B—BSCALE: NOT TO SCALE Toy°dnaBrard T.IIM M NORTHe1lT LLC 150061IMiHENICIIWAY OeEAT pWEe,NY t t]lY 12'--4 1/4' f Nm$ a– T 1 10. PROPOSED 1/2'DIA A307 BOLT(TYP)— - ° ! (TIP) M 3 PROPOSED ANGLE CLIP L6x6xl/2'(TIP) ------- PROPOSED PROPOSED ANGLE L4x4x1/4' 107H 1 L� (1)A307 BOLT AT EACH END (TYP) o � SU9hAlTTPL5 _ - PROPOSED ANGLE CUP L4x4x1/4'(TYP) - DATE D.ticVgNieii RE+nSP4 � ranine _—..Rw]n..w rlwe s PROPOSED VERTICAL HSS n. rcn cawoes t 4x4x3/8'(TYP)- No 1 f+ PROPOSED HANDRAIL 2.375 - 0.D. 40 SCHED PIPE(TYP) _ I >h Lc 7o]rr w¢ ,wr'o eEssarts )_ WE 59 ^� 59 S5 ww Rqr zs — PROPOSED IVIOx22(TYP)--_, \ ` ot 4 PROJECT NO: 544.002 PROPOSED VERACAL HSS 1, 6, ` ° DRAWN BY: VES 6x6x3/8'(TIP) - � � (2) PROPOSED ANGLES L3X3x3,79' ( ') J TO FORM DOUBLE ANGLE(TYP) CFIECKEA BY- BDA 11EWJOH � , r -� Q?APE Ir ApppOVED By 0,911 .1 PRO OSED 14 REBAR VES AT W-4P D.C. (RST -O) PLANNING 40AR6 M THIS DOCUMENT IS THE CREATION, PROPOSED(10)�A R7♦� r,A+ DEgL-f PROPERTY ANDL7p�YRICiH D (TYP) TOWN OF SOU WORK OFT-MOBILE.ANY DUPLICATION TOWN `� OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. PROPOSED}14 REBAR AES DATE �� I Zv v NOTE:IF DRAWINGS ARE 22"x34",USE AT 1"-O'O.C. (7?P) - } + GRAPHICAL OFT SCALE AND/OR 1l2 TIMES r I NOTED SCALE. SITE NUMBER: 1 PROPOSED 1'-6'DIA o L113882D CONCRETE PIER(TYP) - -- - o _ SrrE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 ----`_- SHEET TITLE s I1 PLATFORM DEC 2 ? ZE � DETAILS SouthoRl Town SHEET NUMBER SECTION C-C Planninp Board -- SCALE: NOT TO SCALE S-6 W-10 1/4' Tw —Mobile TWOBlla NOR—Mr Ile I-WNNRENIG l 10'-10 1/4 6�-0- Nur wveN,Nr nno PROPOSED 1/2'DIA A307 BOLT(TYP) PROPOSED ANGLE CLIP L6x6x1/2'(?V) I V v>om y T�� tnQ�LL D PROPOSED VERTICAL HSS 4x4xJI8'(TYP) SilEMI ALS - m wri e[scN�prrun ar�vswv PROPOSED HANDRAIL 2.375 0.D. 40 SCHED PIPE(TYP) Eli o h � ¢ 3B - SS EF v 59 , S9 IE -- PROPOSED WIOx22(TYP) — � � avc DATE swop xlvrlorn PROPOSED VER71CAL HSS e a o 6x60/6'(TYP) io (2) PROPOSED ANGLES L3x3x3/6" `- + � 70£ORM DOUBLE ANGLE(TPP) e 5 e ° n PROJECT NO: 544-aJ2 DRAWN BY: VEE M CHECIL JaT S10 PROPOSED STAIRS - '�O w (}� ." PROPOSED/4 REBAR RES AT 0'-4'o.c. (RRST 1'-a)(Tw) "' PROPOSED (10)16 VERTICAL REBAR(7APPROVED ty �(7V) — PROPOSED 14 REBAR 77ES PLANNING WARD THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED AT 1'-0'O.G. (IIP) WORK OF T-MOBILE.ANY DUPLICATION TOWN Of SOUTHOLD OR USE WITHOUT EXPRESS WRITTEN PROPOSED 1'-6'DIA CONSENT IS STRICTLY PROHIBITED. 1 1 0 >g CONCRETE PIER(TPP)- C (An �Z�1 � o r NOTE:IF DRAWINGS ARE 27'x34,USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE. SITE NUMBER: LI13882D SrrE NAME: ORIENT AT&T TOWER Lu r 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM L U' JEC ���� DETAILS t �IOo gSHEET NUMBER SECTION D-D Piantipra -- SCALE: NOT TO SCALE S■7 r m ®1LVliol ile T 51LO NQMWAST LLC 1f0p61,MP HI01M'AY MEAT PIYFA,NY 111]9 4'-O" 2'-8' 3'-8" 2'-2' m ®v c m •o � o � - - - --- - - - -_ - - a — — aQ z o,a A I SUBMETTALS PROPOSED ANGLE L*03/8 (IV) - I I I I I ire eucavruxe sw+a I [�i1f5�]LE CCN R1�[R d,• S14 PROPOSED 19-W4-73 GRA ANG (T)P) i -� i i ,'• r� 0 PROPOSED WIOx22 (PP) I ! I I I nm aie �+►0 xtYxnNs PROPOSED HANDRAIL 2.375f - O.D. 40 SCH£D PIPE(TYP) — I ` _ 1 I I • IPROJECT NO: 544-002 DRAWN BY: VE9 I • CHECKED BY BDA I 1 I f lav N W I z f f j 'A �N F.•JON oll r PROPOSED VERACAL HSS L ~' *W18"(T9P) - - - - - - - - -- - - - - - - - - - - � 14if1 I I 3 PROPOSED f APPROVED BY I I S9 H-FRAME - o �911$� • I I I M Pt.AN 11NG idOARD i I I f I THIS DOCUMENT IS THE CREATION, PROPOSED STWtRS — DESICA,PROPERTY AND COPYRIGWO i I I I I TOWN OF SOUTHOLD I WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN I i i � � " ��� ���� 12-02-e> n o� CONSENT IS STRICTLY PROHIBITED. USE I ej+ I I �I GRAPHICAL SCALE AND OR 1/2 TIMES P� f_ OF THE NOTED SCALE. zj SITE NUMBER: ®o ._.. — w - - - ci —_ — _ _ •off L113882D SITE NAME: (EQUAL) (EQUAL) ORIENT AT&T TOWER 40200 MAIN ROAD "T ORIENT,NY 11957 SHEET TITLE SECTION E—ER �V� �� -- SCALE: NOT TO SCALE PLATFORM L 1EC 2, 2013 DETAILS solit olL1 Iow"i SHEET NUMBER Piarining E��aru '8 NOTE' BEAMS, CHANNELS, AND T ® ®�i Mobile- ANGLES TO 8f COPED AS NECESSARY. T h�61L•1{pMtM..tii L1.0 SDD 3UN(USE HIGHWAY r •- �-! tf P T4 y ----�pROPOSEO ANGLE 440/8'(TTP) �p�*"�p•�'� 9_ G ' PROPOSED PLATE 8x41/4"(TTP) FF I F p *1, .:3!>rt:� •.�• ' PROPOSED 1/2'DIA A307 BOLT(TYP) PROPOSED 2375"O.D. 40 SCHED PIPE, xo"G PROPOSED VERTICAL REPAR(10),/8(TTP) �Q� :� !_•. 4'-0'LONG(TYP) -J N>me 0 cr PROPOSED 3/4"01A A615 GR. 75 ANCHOR 2m— PROPOSED 2375"O.D. 40 SCHED PIPE, z m WITH 2'-0"EMBEDMENT(TYP) 6'-6"LONG(TTP) 3 a _. O 0 �a E PROPOSED HSS 6x6x3/B' G PROPOSED CROSSOVER PLATE z 0 0 3 H—FRA E DET 1 SITE PRO 1 PARTS SCX1-K(TTP)PROPOSED PLATE 10x10x1" SCALE: NOT TO . A E _ 0 C3 PROPOSED 1�4'DIA CONCRETE PIER � 5U$MITTALB a _i�+n rescwrrwit rrcNvnrr treV•+ v o7•.pm i PROPOSED W10x22 0 .I FOUNDATION -- SCALE: NOT TO SCALE PROPOSED PLATE 4x4x3/8' PROPOSED 2.375'O.D. 40 SCHED PIPE, f �" 6'4'LONG(TYP) f i DER, DATi .RD MEVIL0115 f3 iiW. PROPOSED HSS 6x6x3/B" PROPOSED 2375"O.D. 40 SCHED PIPE, / ..1 P LATE TO W 10 x 2 2 C 0 N N. c �� 4'-0'LONG(TTP) SCALE: NOT -10 SCALE WE — PROPOSED PLATE 10x1Ox1" PROJECT N0: 544-002 DRAWN BY: VEB PROPOSED 1'-6'DIA CONCRETE PIER _CHECK BDA GRADE =E ..O NEWPROPOSED CROSSOWR PLATE Jo SITE PRO If PART� X K(TYP) PROPOSED HSS 6x60/8' PROPOSED 3/4'DIA A615 GR. 75 ANCHOR Liu! WI7N 2'-0'EMBEDMENT(TYP) • PROPOSED PLATE 4x4018' l •5 +' I e 1 f4" f kr ! o if `" 5' —PROPOSED 1/2'DIA A307 BOLT(TIP) ' 091 Bi ' PROPOSED PLATE 8x4x1/4•(Trn) g PLATE TO HSS CONN. - - �— - SCALE: NOT TO SCALE J I l� II 'llil `1- f` I THIS DOCUMENT IS THE CREATION, PROPOSED ANGLE 4x4x3/8'(TYP) V L IL. I I K PROPERTY AND� �WOF TMOBIEANY DUPLICATION 1 OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22'X34",USE / \ SECTION G—G JDitIG;U I'~'li GRAPHICAL SCALEANDIORI/2TIMES SCALE: NOT TO SCALE f'Iannlel : i7ilf OF THE NOTED SCALE. -- _�'� _ PROPOSED 2375 O.D. SITE NUMBER: 40 SCHED PIPE L113882D PROPOSED PLATE 3' SITE NAME: PROPOSED W10x22 PROPOSED WlOx22 �_�_ 5 3/4x5 3/4x1/4 I PROPOSED PLATE 5 3/4x5 3/4x1/4' ORIENT AT&T TOWER ' -i` PROPOSED 2 40200 MAIN ROAD 375 O.D. p ¢ ORIENT,NY 11957 PROPOSED A36 ANGLE CLIP - —PROPOSED A36 ANGLE CIDP ^—PROPOSED 1/2"DIA 40 SCHED PIPE � 0 1 L4x4xl/4"(BOTH SIDES) ] L3x3x1/4" A307 BOLT(TTP) PROPOSED 1/2'DIA SHEET TITLE 0 PROPOSED 5/8'DIA PROPOSE518A307 BORT(TYP)IA PROPOSED WIOx22 A307 BOLT(TIP) A325 BOLT(7V) 1 4' CONNECTION PROPOSED ANGLE L4x4x3/8' DETAILS SECTION F—F W10x22 TO W10x22 CONN. / W10x22 TO ANGLE CONN. HANDRAIL CONN. SHEET NUMBER SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE a PROPOSED 1/2"DIA A307 BOLT(TYP) ® ®Mobile 4• T MB BIL.NBRTMA.T LLG PROPOSED C10x20(TW) 9w alpiRI9ENIfMIWY GPEAT RIVER.NY 11999 5�-D• 1 PROPOSED PLA IE 6x2 3/41/4•(TYP) a I PROPOSED HANDRAIL 2.375.O.D. 40 _ xo I SCHED PIPE(TYP) I IvZNm 2 SECTION H—H Z I Hp -- SCALE: NOT TO SCALE LL o 3°LL W � I I PROPOSED C10x20(TYP) c U o cn E SUBMYTfAL3 L-� DAIE DE-SCRIP110N _ WCN_SgN I I 1 �� `• {I,C!/li 691[0 iW REVIEW B� I fj iPayl. ru ]iBt S PROPOSED HANDRAIL I I 2.375 O.D. 40 SCHED I PIPE(7-P) - 1 1 3 C10x20 TO C10x20 CONNECTION t SCALE: NOT f0 SCALE � T— I Q PROPOSED FASIENAL I I W PROPOSED 19-W4-73 GRAANG W/ 0500597 GRAANG CUP I I PROPOSED 1 3/4x3/16 BEARING BAR(TTP) - - //- W10x22(TYP) PROPOSED 1/2•DIAMETER I gar"A307 BOLT(TYP) Bas 1 c� { 9R A^ — PROJECT Na. 544-002 DRAWN BY: YE9 } CHECKEd - HDA I — V JON ___ o / \ GRATING DETAIL HF T L �r I -- SCALE: NOT TO SCALE 1► �J ✓ I I J PROPOSED W10x22 -1I. '.,- Fr- `� 1 I 1 1 r PROPOSED A36 ANGLE CUP ��R � I I L6x3x1/4"(80TH SIDES) _y —PROPOSED 5/8"DIA THIS DOCUMENT IS THE CREATION, A307 BOLT(TYP) DESM,PROPERTY AND MPYR04M I I PROPOSED C10x20 WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22"x34",USE Q © q! EACl0x20YY GRAPHICAL SCALE EDAND/011SCA 112 TIMES ^I TO 1 Ox22 CONN. OF THE NOTED SCALE- I W V i - SCALE: NOT TO SCALE SITE NUMBER: I ' (a O J. L113882D PROPOSED C10x20(TYP) I I O _ f N SfTE NAME: 11 I I �jr PROPOSED WI0x22 ORIENTAT&TTOWER .f. 40200 MAIN ROAD 1/f � ,) I I - PROPOSED PLATE fOx7x1/2" ORIENT.NY 11957 " I I � � — _ m PROPOSED HSS 6x6x3/B' SHEET TITLE - PROPOSED 5/8•DIA A315 DOLT(TYP) STAIRS p DETAILS GRADE 3 7BERSTAIRS DETAIL j /-6 \ SECTION J—J SHEET NUSCALE: NOT TO SCALE SCALE: NOI TO SCALE S-1 ITI ® -Mobile T�]OBIIB NORTHEAST LLC ]]0061MOI5EHIGfIWAY ORFAT gIYEN,NY 11]]0 ROOFING TO BE 18 GA CORRUGATED STEEL, _� _ 6' INSTALLED PER MANUFACTURERS SPECS. (Tyx]T ANCHOR TO PROPOSED TUBES AND ROOF PROPSED 3/8" THICK r ANGLE BRACES WITH 3/8"BOLTS 24'O.C.- - CAP PLATE(TYP) ^o LL o z ' SUBMI1EACs PROPOSED HSS 040/8" I HATE PESCfrfilf�fC ffEYl5�F7N �D COLUMN(TYP) .aa r Y6�u o PROPOSED 3/8' THICK - BASE PLATE(TYP)— ' - -� - - - SECTION 1-1APPROVED BY D I i� I� �Vj In . N flENSp IS \=J SCALE: NOT TO SCALE PLANNING BOARD '- > ,__ 2 2 0 18 - TOWN Or X O FHOLD SOIILIIOfd TOwn PROJECT NO: 544-002 P18111inq Board DRAWN B : VEB BDA DATE r 12<63 I2o2 F NEW Y TYP ' SDF� � . 3/8 EA SIDE .I Al 4 0 - HSS003/8 0 BEAM i* r r 1 3/8"THICK 5/8'DIA A325-X THIS - CONNEC77ON PLATE -- BOLT(TYP) DESIGN,PROPFRTYAWJTS'60PyR.Wb WORK OF T•MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN v1 SECTION B—B CONSENT IS STRICTLY PROHIBITED. 7 ' PROPOSED _ - TYP NOTE:IF DRAWINGS ARE 22"x34 USE ' I W'ION22(TIP) 3/8" THICK 1/4 EA SIDE GRAPHICAL SCALE AND/OR I2 TIMES OF THE NOTED SCALE. I; PROPOSED 1/2'DIA 3" w CONNEC77ON PLA 7F — HSS4x4x3/8 SrFE NUMBER: A325 BOLT(TYP) -- BEAM L113882D PROPOSED HSS I _ �— — SrrE NAME: 4x4x3/8'(TYP) (TIP) I B_ _ - fi ORIENT AT&T TOWER J —PROPOSED 1/2'DIA 40200 MAIN ROAD ® PROPOSED PLATE A325 BOLT(TTP) ORIENT,NY 11957 U r� ' - 8x5 3/4x3/8'(TYP) :r . 3/8" ]HICK PROPOSED HSS CAP PLATE _. 1/2"DIA A325-X 003/8'(TYP) , BOLT(TYP) SHEET TITLE PROPOSED _ T #w IWOx22(1?P) 1/4 1/4 HS544x3/8 CANOPY B 7/8" PROPOSED 3/8' COLUMN DETAILS (7V) THICK PLATE(TYP) 5HEET NUMBER 2 BASE PLATE BASE PLATE BEAM TO COLUMN CONNECTION SCALE: NOT TO SCALE -- SCALE: NOT TO SCALE ) SCALE: NOT TO SCALE OFFICE LOCATION: MAILING ADDRESS: P.O.Box 1179 Town Hall Annexe r Southold,NY 11971 54375 State Route 25 r (cor.Main Rd.&Youngs Ave.) i u� ",� ury w� �` � m�i w � � Telephone:681 765-1938 Southold,NY Ere �' vvww.southoldtownny.gov PLANNIIVG BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Mr. Bryan Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Approval—Proposed Co-location for T-Mobile Northeast at MGH Located at 40200 Rt. 25, ±345' /w/o Lands End Rd. & NYS Rt. 25, Orient. SCTM#1000-15-9-8.1 Zoning District: MII Dear Mr. Felton: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 11, 2019: WHEREAS, this Amended Wireless Communications Application is for a proposed T- Mobile colocation between 70'-80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping_ There are±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District; and WHEREAS, on September 14, 2018, Bryan Felton, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, on September 14, 2018, pursuant to §280-74A(4) of the Town Code,the Planning Board received submission of$8,500 into an escrow ac counr with the Town Comptroller's Office to cover the cost of the Technical Consultant's Rev, w; and WHEREAS, on October 4, 2018, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CityScape Consultants, Inc. to provide technical assistance to the Board in reviewing and evaluating the proposed wireless application and "i. 4obile f:aartheast r C I Pae 2 f arch l , Q13 WHEREAS, on October 15, 2018, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on November 20, 2018,the Planning Board received a report prepared by Jonathan N. Edwards, P.E. of CityScape noting that a side yard (area) variance is at the Town's discretion and if granted, CityScape recommends approval of the application consistent with the Structural Analysis dated January 29, 2018 with four(4) conditions; and WHEREAS, on December 20, 2018, Bryan Felton, agent to the applicant, submitted a revised site plan and construckn drawings relocating the compound further frdrn the west side yard property line, and in line with the existing ground equipment compound; WHEREAS, the revised site plan was submitted to the Zoning Board of Appeals (ZBA) requesting a side yard area variance; and WHEREAS, on January 4, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 7, 2019, the Southold Town Code Enforcement officer stated there were no open violations on the subject parcel; WHEREAS, on January 11, 2019,the SoutholdTown Trustees determined that the proposed equipment compound'wouldl not have any anticipated impacts to wetlands in the vicinity and does not require a permit; and WHEREAS, on January 14, 2019, a public hearing was held by the Planning Board for the above-referenced Site Plan and held open because not all adjacent property owners were properly noted; and WHEREAS, on January 16, 2019,the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 16, 2919, the Southold Town Engineer reviewed the above- ra.ferenced application, required contact with the NYSDEC and determined the proposed project is e erne( from the. Scjuthrold Town Chzipter 268, Minor Actions item (F); and WHEREAS, on January 28, 2019, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on Ja-giary 28, 2019, the Town cf 1-)j,, tiridrl LVVRP Coordinator re i :,,ped the project and determined iasd p �l,;e„ is exempt from the Southold Town LWRP Chapter 268, Minor Actian,--, item (F); and T-NO 0)1-,)ill eLNortheast Page 13 March 12,:20,19 fol-M_G'111 WHEREAS, an Febmany 5, 20-19, the 6,JYS Department of Environmental' Conservation (NYS,DEC) stated that the issued Tidal Wetlands Permit(1-4738-00898100022)that expires August 25, 202,11 must be revised /amended to provide for the proposed equipment cosjjpoursd; and WHEREAS, on February 11, 2019, a public tearing was continued and closed by the Planning Board for the above-referenced Site Plan; and WHEREAS, on February 26, 2019, the Zoning Board of Appeals (ZBA)granted an area variance under file#7274 with fOUr (4) conditions, for the proposed equipment compound at less than the required side yard setback of 25' in the Marine- 11 (M-111) zoning district. The proposed compound is provided at 7'3." Conditions: (I)Pursuant to the request by the Town of Southold Planning Bodrd, proposed location and height of the teleCOMMUnications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; (2)Substantial evergreen screening must be added to the new equipment compound to the west and north sides,to mitigate visual impact; (3)Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E. of CftyScape dated October 24, 2018-, (4) Site plan approval received by the Town of Southold Planning Board; and WHEREAS, at a Work Session held an March 11, 2019, the Planning Board found that with exception of an updated NYSD,EC permit and the proof of filing for Covenants & Restrictions, all applicable requirements of the Site Plan Regulations Article XXIV, §280 Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Bo-ard grants Approval with conditions to the Site Plan entitled "T.-Mobile Northeast LLC", prepared by John S. Stevens, P.E, dater.] August 14, 2018 afld last revised December 13, 2018, and authorizes the Chairrnan to endarse the Site Plan once the first two conditions listed below are met. Conditions: Conditions 1& 2 lobe fulfilled prior to the Planning Board Chairman endorsing the site pIan, and prior to building permits being issued ® Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898100022, as required; I The applicant shall submit draft Covenants and Restrictions (C&R's) to the Planning Board for it review and approval. Once approved,the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit- Page L4 LJirch 12,_2 U1 , The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound is maintained as approved for the life of this facility; and Conditions 3 through 6 are ongoing conditions of the site. 3. No exterior lights were reviewed or approved In connection with this site plan. Any exterior lights an or around the outside of this area must be reviewed and approved by the Planning Board and must most Town Code§172 Lighting. 4. All of ApplicanVs feed linesicables shall be installed inside the monopole structure; and S. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 6. The facility shall remain secured and protected frorn unauthorized personnel. Please note the following requirements in the Southold Town Code relating to Site Plans: 1. No outdoor lighting was approved with this application. Any outdoor lighting at this wireless facility must be reviewed and approved by the Planning Board, and shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site, 3. Approved Site, Plans are valid for eighteen,months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copyvvifl, also be sent to the SuiUng Department and the Town EngineariFfighway Department. T-rvlg )Ife—North e-AS4,0q,14—GE page 15 March 12, 201 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector, with map James Richter, Engineering Inspector,with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including,those listed above,that must be satisfled prior to the, Issuance Of a Building Permit. Print name: Applicant/Agent e Date: Signatur FOC cert Town of Southold 11/13/2021 a y� P.O.Box 1179 53095 Main Rd 4.f dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42539 Date: 11/13/2021 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2020 pursuant to which Building Permit No. 45203 dated 9/14/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wireless co-location for T-Mobile as applied for per ZBA#7274 dated 2/21/2019. The certificate is issued to 40200 Main LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45203 6/ /2021 PLUMBERS CERTIFICATION DATED 4 A o ized nature Michaelis, Jessica From:Cummings, Brian A. Sent:Wednesday, October 20, 2021 10:07 AM To:'Fran Kehoe'; Michaelis, Jessica Cc:Marie Russo; Nicole Rupolo Subject:RE: Request for inspection T-Mobile Orient Fire District - 23300 Main Street Orient & 40200 Main Road Orient - Follow Up Good morning Fran, Both sites were inspected and are supported for CO. Please let me know if you have any questions. Have a great day, Brian Brian A. Cummings, Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631) 765-1938 From: Fran Kehoe \[mailto:Fran@com-cell.com\] Sent: Monday, October 18, 2021 2:39 PM To: Cummings, Brian A.; Michaelis, Jessica Cc: Marie Russo; Nicole Rupolo Subject: Request for inspection T-Mobile Orient Fire District - 23300 Main Street Orient & 40200 Main Road Orient - Follow Up Good Afternoon Brian, Please let us know if both of the above referenced T-Mobile sites have been inspected and approved for CofO. Thank you, Fran Kehoe Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 11741 Office: (631) 654-5915 ext. 104 Cell: (631) 813-5825 Fax: (631) 654-5918 From: Fran Kehoe Sent: Wednesday, October 13, 2021 12:33 PM 1 To: 'Michaelis, Jessica' <jessicam@southoldtownny.gov>; Cummings, Brian A. <brian.cummings@town.southold.ny.us> Cc: Nicole Rupolo <NicoleR@com-cell.com> Subject: Request for inspection T-Mobile Orient Fire District - 23300 Main Street Orient Hi Jessica, We would like to request a Planning Inspection for T-Mobile Site located at 23300 Main Street, Orient. Attached is the Final Building Inspection Report, CD’s and Building Permit. Kindly let us know if you need any additional information. Fran Kehoe Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 11741 Office: (631) 654-5915 ext. 104 Cell: (631) 813-5825 Fax: (631) 654-5918 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 From: Michaelis, Jessica Sent: Wednesday, September 29, 2021 8:21 AM To: Duffy, Bill; Cummings, Brian A.; Don Wilcenski home (dwilski78@gmail.com);James H Rich Ohrichiii.stpb@gmail.com); Lanza, Heather; Mary Eisenstein (pbmary@optimum.net); Rafferty, Pierce; Sidor, Martin H;Terry, Mark; Wilcenski, Donald J Cc: Palmeri, Allison Subject: Incoming Mail: Request for inspection T-Mobile Colocation at OBTS - Requesting Planning Inspection for Tree Plantings Attachments: LI-13-882 Final Building Inspection Report.pdf; CnRs Recorded T Mobile Orient Point.pdf; IMG_2565jpg; IMG_2562jpg; IMG_2563jpg; IMG_2564jpg From: Fran Kehoe<Fran@com-cell.com> (. so &Ise IrE...lown Sent:Tuesday, September 28, 20214:24 PM Planry ng Board t .. To: Lanza, Heather<heather.lanza@townsouthoId.ny.us>; Michaelis,Jessica <jessicam@soliµl0-11J[—wnny.gov>,f 6-6-Ta I"i <JoeC@com-cell.com>; Mike Adamko <MikeA@com-cell.com>; Nicole Rupolo <NicoleR@com-cell.com> Subject: Incoming Mail: Request for inspection T-Mobile Colocation at OBTS- Requesting Planning Inspection for Tree Plantings Good Afternoon Heather&Jessica, We would like to request a 2nd Planning Inspection per additional Tree Planting Requirements for T- Mobile Site located at 40200 Route 24, Orient. Attached are the photos of new Tree Plantings, Kindly let us know if you need any additional information. Fran Kekoe Co cell Construction Corp, 1373 Lincoln Avenue Holbrook, NY 11741 Office: (631) 654-5915 ext. 104 Cell: (631) 013-5825 Fax: (631) 654-5918 From: Michaelis, Jessica Sent: Tuesday, July 20, 20218:47 AM To: Lanza, Heather Subject: FW; Incoming Mail: Request for inspection T-Mobile Colocation at OBTS - Requesting Planning Inspection for Tree Plantings And this one? G Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: From: Michaelis, Jessica Sent: Wednesday, July 7, 20211:20 PM To: Duffy, Bill <� ���igrc���,r,r�f1,�°kC �I��=,w�r��kr��;14� >; Cummings, Brian A. Don Wllcenskl home ,T7i��' 4xa11 «��4�f � 1 g✓�°,'�rau,uG� ,Gk o��a q..)>; Lanza, Heather �1...............qIIRk :v)° :irk>; Mary Eisenstein Rafferty, Pierce <1�jw "i�fti °� ��x�� �_:1���r��bi� V :: :k, °¢���, >; Rich III, James H < i'i c s,�J( 1 "o >; Sidor, Martin H < 6, j 0),opro i�Ie >; Terry, Mark <mark.terry�t wn...5o1���:�lcl_.rzy,tus>; Wilcenski, Donald J <don..��hriaicliP6�R;i: :l ca e.con > Subject: Incoming Mail: Request for inspection T-Mobile Colocation at OBTS - Requesting Planning Inspection for Tree Plantings This was printed for the mail on the 24th... I don't see it going through though so I am sending it now. File can be found here: ht.tp //2 .3. _.2t3.228 ZC a �wel�link��clo9,90961t„ 1;� From: Fran Kehoe Sent: Thursday,June 24, 202110:46 AM , rar , ° Lo , .. w ..:.>; Nicole RupoloTo: Michaelis, Jessica ,( ov Subject: RE: T-Mobile Site ID #LI-13-882 - Requesting Planning Inspection for Tree Plantings Hi Jessica, We had the Final Building Inspection on 6/15/21 and was advised, per attached report, to have Planning Inspect site. Thank you, Fran Kehoe Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 11741 Office: (631) 654-5915 ext. 104 Cell: (631) 813-5825 Fax: (631) 654-5918 Fll"wn: Mic"� aelis, Jessica Sent: Thursday,sday, June 24, 2021. 1.0:40 AM 2 To: Fran Kehoe , ,i>; Joe Cali <I' f G„ Nal6� : .tJr,4 Subject: RE: T-Mobile Site ID #LI-13-882 - Requesting Planning Inspection for Tree Plantings You may just need the building department inspection and not planning.Who did you speak to in the building department? Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email �, wi:ti° :� 1cdtquthq[dt� ^ti � �� W r �� From: Fran Kehoe < Sent: Wednesday, June 23, 202110:00 AM To: Michaelis, Jessica <i� ,� �4°w � t��. _x,�:��6�� 1�1 �°�� °:��G�d...' ;r.` >,' Joe Cali <�e�,_��. �k7,� �D�kl a �1�,4;UrKzi,>; Nicole Rupolo Subject: T-Mobile Site ID #LI-13-882 - Requesting Planning Inspection for Tree Plantings Good Morning Jessica, As per my conversation with the Inspector Brian, please schedule a Planning Inspection for T-Mobile attached BP #45203, site location 40200 Route 25, Orient. Evergreen plantings were required in order to close out the Building Permit per our Inspection on 6/14/21 (report attached). Please let us know if you need anything further. Thank you, Fran Kehoe Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 11741 Office: (631) 654-5915 ext. 104 Cell: (631) 813-5825 Fax: (631) 654-5918 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Michaelis, Jessica From: Cummings, Brian A. Sent: Friday, August 28, 2020 10:25 AM To: Michaelis, Jessica Subject: FW: TMobile Northeat @ Orient by the Sea *LI 13882D* From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent: Thursday, July 9, 2020 4:00 PM To: Cummings, Brian A. Cc: Michaelis, Jessica Subject: RE: TMobile Northeat @ Orient by the Sea *LI13882D* Brian, We did request a certified copy at the time of recording however the county reached out to our title company to let them know they do not process certified copies with document submittal due to the pandemic. You can certainly arrange to make a copy for the record.Just let me know what you need on my end. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email Velton@hi hlat Jerin .corn Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Cummings, Brian A. [ma iIto:brian.cummings@town.southold.ny.us] Sent:Thursday,July 09, 2020 3:55 PM To: Bryan Felton <bfelton@highlanderinc.com> Cc: Michaelis,Jessica <jessicam@southoldtownny.gov> Subject: RE:TMobile Northeat @ Orient by the Sea *L113882D* We can use the attachment as a place holder but will still need to verify the original seal. If you only have one print, can we arrange to make a copy for the record? Thank you, Brian Brian A. Cummings, Town Planner l IIIII 1111 11111 JII III �I II '�II IIIII � II 111111111111 III III 1111111 I L SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/19/2020 Number of Pages: 7 At: 12:59:11 PM Receipt Number : 20-0088478 LIBER: D00013061 PAGE: 652 District: Section: Block: Lot: 1000 015.00 09.00 008.001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $35.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0,00 NO Notation $1.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $276.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County j 1 2 Number of pages PEWRDED 2020 Jun 19 12 59:11 PH JULI'1T111-1 A. PWSCALE This document will be public rLERK nF record. Please remove all SUFFOLK COUNTY Social Security Numbers L D00013061 prior to recording. P I Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt, 1.Basic Tax Handling20. 00 ............� 2. Additional Tax TP-584 Sub Tota I Notation Spec./Assit. EA-52 17(County) or ( y Sub Total "" Spec./Add. _,,,�, ••• EA-5217(State) TOT.MTG.TAX 4D � �, Dual Town Dual County R.P.T.S.A. �" Held forAppointment Comm.of Ed. Transfer Tax 5 Mansion Tax Affidavit Certified Copy � The property cvered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Y _ or NO familyy dwelling ing onlye Sub fc�k�a�.,_ If NO, see a appropriate Other - ..... .._. ......_ Grand Towi p �...i pp priate tax clause on ge# ofthis instrument. s� 4 Dist. 4143741 1000 01500 0900 008001 5 Community Preservation Fund Real Pro A Property R TOS 111111111111111 1111�1111111111 Consideration Amount$ Tax Service R JKO Agency ,,tx2-,JU -2t9r CPF Tax Due $~. Verification Improved Sati^�faetloa�sfEir1T���iea�sesUstPrcrr tyOwners%11fl1ngAddress 6 Itf d ORD&�RETURN 10: Vacant Land US Title Solutions, LLC 3 Werner Way TD Lebanon, New Jersey 08833 TD TD m. Mail to:Judith A. Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co Name US Title Solutions,LLC www.suffolkcountyny.gov/clerl< TIllu ISI 65509 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Amended Declaration of Covenants and Restrictions made -- by. s(SPECIFY TYPE OFINSTRUMENT) 40200 Main L C_ Inc. The premises herein is situated in ._��.........a _. ,. SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold In the VILLAGE or HAMLET of Orient BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 21-Ay of AprLl 2020 by 40200 Main LLC., Inc. with its principal offices located at c/o RWN Management LLC,712 Fifth Avenue, FI 30, New York, NY 10019,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of certain real property situate on 40200 Main Road(a/k/a New York State Route 25),Orient,Town of Southold, County of Suffolk,State of New York, known or designated on the Suffolk County Tax Map as District 1000,Section 15, Block 9, Lot 8.1,which is more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the"Property");and WHEREAS,the Declarant has entered into a lease agreement with several companies to operate a wireless communications facility(the"Communication Facility")on a portion of the Property,as depicted on several site plans approved by the Southold Town Planning Board; and WHEREAS,the approved site plans are on file with the Southold Town Planning Board as listed below: I. New Cingular Wireless PCS, LLC Site Plan entitled"AT&T Orient by the Sea Restaurant',prepared by William F Collins,AIA Architects, LLP, Revision 7,last revised August 11,2012, Planning Board approval date:9/17/2012, 2. Verizon Wireless Site Plan entitled"Orient Point 2",prepared by WFC Architects, Planning Board approval date:4/11/2017, 3. T-Mobile Northeast AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 21S day of I tl 20?, by 40200 Main LLC., Inc. with its principal offices located at c/o RWN Management LLC, 712 Fifth Avenue, FI 30, New York, NY 10019, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 40200 Main Road (a/k/a New York State Route 25), Orient, Town of Southold, County of Suffolk, State of New York, known or designated on the Suffolk County Tax Map as District 1000, Section 15, Block 9, Lot 8.1, which is more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the "Property"); and WHEREAS, the Declarant has entered into a lease agreement with several companies to operate a wireless communications facility(the "Communication Facility") on a portion of the Property, as depicted on several site plans approved by the Southold Town Planning Board; and WHEREAS, the approved site plans are on file with the Southold Town Planning Board as listed below: 1. New Cingular Wireless PCS, LLC Site Plan entitled "AT&T Orient by the Sea Restaurant", prepared by William F Collins, AIA Architects, LLP, Revision 7, last revised August 11, 2012, Planning Board approval date: 9/17/2012, 2_ Verizon Wireless Site Plan entitled "Orient Point 2", prepared by WFC Architects, Planning Board approval date: 4/11/2017, 3. T-Mobile Northeast Site Plan entitled "Ll 13882D Orient AT&T Tower", prepared by Infinigy Engineering, last revised April 25, 2019, Planning Board approval date: 3/11119; and WHEREAS, the Planning Board found reason to require the planting and maintenance of Eastern Red Cedar evergreen trees for the purpose of visual screening of the facility to mitigate visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and WHEREAS, for and in consideration of the granting of said approvals, the Planning Board has deemed it in the best interests of the Town of Southold that the within covenants and restrictions be imposed on the property, and the Planning Board has required that this Amended Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners and lessees of said lots. NOW, THEREFORE, THIS AMENDED DECLARATION WITNESSETH: That the DECLARANT for the purpose of carving out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, to wit: 1. Eastern Red Cedar Trees at 14 feet tall shall be planted at intervals of six feet on center along the entire length of the north and west sides of the Communication Facility's equipment area as shown on the aforementioned approved site plans, or, in the event of an expansion of the equipment area, as shown on future site plans; and 2. The Eastern Red Cedar Trees shall be maintained to provide contiguous screening of the Communication Facility's equipment area to the north and west; and 3. Additional evergreens may be added to accomplish the purpose of this screening, which is to mitigate any visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and 4. The trees shall be kept in healthy condition. Dead or downed trees shall be replaced within six months; and 5. In the event the Communication Facility's equipment compound is expanded to the north or west, the evergreen screening shall be expanded to accomplish the purpose of screening in the same manner as described in items 1, 2 and 3 above. This Declaration replaces previous "Declaration of Covenants and Restrictions" related to the Communication Facility, and recorded against the Property in the Office of the Suffolk County Clerk as follow: the first was filed on September 10, 2012, at Liber 12705 of / Conveyances, Page 527, and the second was filed on May 9, 2017, at Liber 12913 of V Conveyances, Page 217. Upon the execution and recording of this "Amended Declaration of Covenants and Restrictions" in the Office of the Suffolk County Clerk, the aforesaid prior "Declaration of Covenants and Restrictions," recorded against the Property in the Office of the Suffolk County Clerk, on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and / on May 9, 2017, at Liber 12913 of Conveyances, Page 217, shall be automatically and V immediately annulled, canceled, and of no further force or effect. The within Covenants and Restrictions shall run with the land in perpetuity and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. Notwithstanding the foregoing, the Covenants and Restrictions herein shall automatically terminate upon the removal of the Communication Facility's monopole and all associated base equipment and fencing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein_ The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 40200 Main LLC., Inc. Signature By, la.4ZM Ryr✓4✓L _(printed name and title) µn,� STATE OF NEW YORK) ) ss.; COUNTY OF SUFFOLK) n this ZAay of '� , in the year 20ge before me personally appeared IPEL t � , known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. 7 Notary P b Iic KAREN BOWEN Notary Public,state of New York No.01 B05 08407 3 Qualified in Now York county, Commission Expim' Dec.082021 Schedule A: Metes and Bounds of the Property ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF MAIN ROAD WHICH POINT MARKS THE NORTHWESTERLY CORNER OF PREMISES HEREIN DESCRIBED AND THE NORTHEASTERLY CORNER OF LAND FORMERLY OF THE STATE OF NEW YORK; RUNNING THENCE ALONG THE SOUTHERLY SIDE OF MAIN ROAD,NORTH 870 09' 20" EAST, 151.72 FEET TO LAND OF THE UNITED STATES GOVERNMENT; THENCE BY LAST MENTIONED LAND, SOUTH 110 43'20" EAST, 752 FEET TO THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY; THENCE SOUTHWESTERLY ALONG THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY, THE TIE LINE OF WHICH BEARS SOUTH 39° 44' 40" WEST, 348.41 FEET TO LAND FORMERLY OF THE STATE OF NEW YORK; THENCE BY LAST MENTIONED LAND NORTH 40 40'45"WEST, 1000 FEET TO THE SOUTHERLY SIDE OF MAN ROAD, AT THE POINT OR PLACE OF BEGINNING. INFINIGY8 21 FROM ZERO TO INFINIGY the solutions are endless fir amng lihlr nn d 1033 WATERVUET SHAKER RD,ALBANY, NY 12205 platform Design Report December 5,2018 Site ID�..... �..n......, ... �m�. m�.� .. LI13882D mm Site Name _Orient AT&T Tower Infrnig!Job Number 544-002 Client Highlander Consultants Carrier_..�..�..... .w.. _.�.,.... . ..T-Mobile... �. .� ....� _ .. _ . . �..,�µ. ... ...... �..... ....... _. ._. _ 40......�b 200 Main Road Site Location Orient,NY 11957 410 09' 09.3126"N NAD83 720 14' 39.0546"W NAD83 Mount Centerline EL.H,.w_� 8.01 �. ... . w..�.,o. ... ,_. .. ._...� .......�..w......r ... ...... .... Mount Classification � �._.. .. � ��.���� Platform Mount Usage 81.6% Overall Result Pass See Appended documents for platform design W Uj Cly VC "flp". 1 t Brenden Archer Structural Engineer I INFINIGYB Platform Design Report December 5, 2018 Contents Introduction... ......--..........-- ...............,..,.......,,, 3 Supporting Documentation................................................... 3 Analysis Code Requirements................................................... 3 Conclusion................................ ............................. 3 Proposed Loading............................................................... 4 Final Configuration Loading................................................... 4 Structure Usages,....... ....... 4 Assumptions and Limitations....................... ...............,.,.......,., 5 Calculations............................... .................................... Appended LI13882D Page 2 Platform Design Report December 5, 2018 Introduction Infinigy Engineering has been requested to perform a platform design for the proposed T-Mobile equipment. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The platform was analyzed using RISA-31) Version 17.0.1 analysis software. Supliortinfl Documentation RFDS T-Mobile Site ID #LI13382D, dated March 9, 2018 Construction Drawin s Infinigy Engineering Job#544-002, dated June 26, 2018 Structural Analysis GPD Engineering, dated January 29, 2018 Analysis Code Re uirements Wind S eed 105 mph(3-Second Gust,VASD)/ 136 Mph(3-Second Gust,VULT Wind Speed w/ ice 50 m h (3-Second Gust, VASD) w/0.75" ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC/2017 NYS Uniform Code Supplement Structure Class II Exposure CategoryD Too ra hic Category 1 Calculated Crest Height 0 Conclusion Upon reviewing the results of this analysis, it is our opinion that the proposed platform meets the specified TIA code requirements. The structure for the proposed carrier is therefore deemed adequate to support the final loading configuration as listed in this report. If you have any questions,require additional information,or actual conditions differ from those as detailed in this report please contact me via the information below: Brenden Archer Structural Engineer I I Infinigy 1033 Watervliet Shaker Road, Albany,NY 12205 (0) (518) 690-0790 1 LvNNrw.wu l rCtg r co III LI13882D Page 13 Platform Design Report December 5, 2018 Proposed Loading ...................... ..... Rad. Center Qty Appurtenance(2) Mount Sector Type 6102E ui ment Cabinet PPC Cabinet 8.0 1 APU Generator Platform 3 Ericsson RRUS-I I B12 L 6 Ericsson RRUS-I I B4 Final Loading Configuration ........... Rad. Center Qty Appurtenance(2) Mount Sector Type 6102 Equipment Cabinet PPC Cabinet 8.0 1 APU Generator Platform 3 Ericsson RRUS-I I B12 6 Ericsson RRUS-I I B4 Structure Usages Columns 31.1% Pass Platform 34.7% Pass H-Frame 64.7% Pass Ice Canopy 38.1% Pass Staircase 81.6% Pass Results 81.6% Pass Mount Connections Reaction Data Design Capacity* Analysis Reactions Results Max Tension (kips) 40.68 7.96 19.6% Max Shear(ki2s) 24.86 3.54 14.2% Unit Check -- -- 33.8% *Assumed(2)5/8"A325 Anchor in—lis. — - Anchors reactions are acceptable when compare to code calculated capacities. L113882D Page 14 Platform Design Report December 5, 2018 Assumptions and, Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of"like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. L113882D Page 15 ... ....._---- -- — — — — .....—— ..... ---- Y z xl ,gro: n „ ^ 0 r'SV�'�*��.✓^""� ��."�� Whin .�.' � �'ry �" ofi rr+ ^ire ri� n rrwg> y "u� fr �4rrn ICr� 'a.'22 ,�1i kb sp Go' p r A / n r �w�wrz r wpryM r, Envmlapra Only 5olullan ....... ._.....-. _.., ..... .m..„. Infinigy Engineering, PLLC Final Configuration BDA L113882D Dec 4, 2018 at 12:17 PM 544-002 Platform_LI13882D.r3d Site Name: L113882D Client. Highlander INFINIGY 8 Carrlcr: T-Mobile Engineer BDA FROM ZERO TO INFINIGY the solutions are endless Date' 12/4/2018 INFINIGY WIND LOAD CALCULATOR 3.0.2 Site Information Input : Rooftop inputs: Adopted Building Code; 2015 IBC Rooftop Wind Speed-Up?: N t Structure Load Standard. TIA-222-G Antenna Load Standard; TIA-222-G Structure Risk Category; IU Structure Type. Other Number of'Sectors. 3 Structure Shape 1. Flat Wind Loading InpuM Wind with No Ice Wind with lee Design Wind Velocity 105 mph(nominal 3-second gust) q,(psf) Gh FST(psf) %(psf) Gh FST(psf) Wind Centerline 1(xa)• 8.0 ft 27.81 0.85 47.27 6.26 0.85 10.12 Side Face Angle a0)t 60 degrees Exposure Category D Topographic Category 1 Ice Load'ft Inputs: Is Ice Loading Needed'° Yes Ice Wind Velocity 50 mph(nominal 3-second gust) Base Ice Thickness: 0.75 fin input Appurtenance Information and Load Placements: Total Front Side q= EPA Fz F. Fz(60) Fx(30) Appurtenance Name Elevation(ft) Kaz Quantity Shape Shape (psf) (ft) (Ibs) (lbs) (Ibs) (Ibs) 6102 Equipment Cabinet 8.0 1 1.00 Flat Flat 27.81 24.32 574.79 309.85 376.08 508.55 PPC Cabinet 8.0 t 1.00 Flat Flat 27.81 15.00 354.52 189.08 230.44 313.16 APU Generator 8.0 1 1.00 Flat Flat 27.81 49.09 1160.27 1 526.31 684.80 1001.78 Ericsson RRUS-11 B12 8.0 3 1.00 Flat Flat 27.81 2.75 6596 28.18 37.63 56.51 Ericsson RRUS'11 B4 8.0 3 1.00 Flat Flat 1 27.81 2.79 65.96 28.18 37.63 56.51 Ericsson RRUS-11 B4 8.0 3 1.00 Flat Flat 27.81 2.79 65.96 28.18 37.63 56.51 Company Infinigy Engineering, PLLC Dec 4,2018 I N F I N I G Y - Designer BDA Checked ePM d Job Number 544-002 Checked By: Model Name L113882D Member Prima Data _ abel l l. .rnk ..mm Joint E J R Iat .d i:.- Sec iaD laha :I°, D ign i.:t_.. ....Ih a Dei%grl_:Btol:,., 1 !�........ . mmN1 N21 -..S aP ... .._.. 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Column _lube_ A� Gr�rW._..Typical. 2 M64A N N18 ColumnColumn Tubes ....._.A�5-3 Gr.B Typical 29 M65A.__ W..NsoA N3 _. ..._ Col. .,nsColumn. ......T-ube,...... �...A53 Gr.B Typical..w. 0 M65A -- N85A N29 Columns Column Tube A53 Gr.B T ical 31 .- M67AN1 N79A _ ..,..m.,_,r,G Columns Column TubeA5 .._ 3 Gr.B„ Typical __ . 32 M69 N21 N8 ..... ._ Ice Cangp.y/.._.,�....._..Column Tube A53 Gr.5q-L _.r......, 1K N?2 ...._ l`1 23 _ _ 5uP-Po0.A 9 - Double Anl... A36 GrZaL B 34 M90 N120 N126 Support Double an 1.., A3 r.36 Typical 35 _ 111191 . .N1.24.._ N127 .... Sup�od An leeOe.. ..Bear-- Double Angl. A36 Gr.3F_. Typical 36 M.�2 N123 N12 _. Ste, art Angle Beam Double An I.... A 6 r:36 --Typical. 337 8 M'93e N123 N129 ___ .... ...__. Support Angle B am Double A!gl... .A33Gr.ZQ_ Ty ca 94 N122 N131 Support Angle. _ Beam 'Double Angl... A36 Gr.36 T i 39 9 _.. .... N122 N1 Q ....... _S !pp!2(An le Beam Double An I.., A36 Gr.36 njo Q M96. _ ..�� N133 m� . S p oort Ang ...... n Double An�l.�e.�36 Gr 36 T ica _....... .�._- -.. _.N132. _ _ Svmgd- �d].a.. . Pea►t�.Double..°n !.:: A36 Gr,36 TYpica]m_e 43.� M44 _ N58 N59 wmsna a Beam Wide Flan e A9 2._ . TyplCaL - _62 w m N6 _ _.. W^Shape Beam Wide_Flange A9,92 m Tvoical: 44 M63B pY ___Tube A53 Gr.B _. .... [111....._ N86 .w_.. .__.� �--.lpe C?.0.o.. �.._........ Column p!..Sa[...: 45 N14B, —,,,,NN-43 _ 87 Ice,Canep n Tube AGr B Tical Colum 47 _6 6B 46 M66C N86CN886 lca Cral?QpY Column .. .T!�b? ,._ .....A53 GrB TYj*a . �_ ice Calopy ._. Column Tube A53 Gr.B T ica;l 48 M_67B _ N87B n Tuba...... A63 Q0-- Typical 49........ M68 N.86C... N87 . Ic._e C..a_n )l w ..._...Column Tube A53mGr.B T ic..l S�Q .. IU169A N91 mm N93A Ice Cano.= Column m Columnube A53 _ B Typical 51 M70 _N87 N93A Ice Cano_p Tube .. ...nA53 Gr.B—, Ty ip cal _ 111171A,.._ N6 N`�3B ... .... __. ice Canoes_ Column Tube A53 Gr.6 _.TrPical ..�53 M72 N94A � - _.. Ice Cane. �Column Tube ... ...r TGr.Bypical _54 _` .._.. I•A73.... .. N93B 88A N .,....� _m � �lpa Canppym... Column._- - -- Tube .---A53 Gr R-, M56 N916 N91A 90 Beam Single Angle A36 Gr.36 T al _56 ._ N91A _. N92 .. _ `aQ_....i...,wCress Bracing . Beam Single AngleTypal... RISA-31D Version 17.0.1 [C:\...\...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Pagel Company Infinigy Engineering,PLLC Dec 4,2018 I8N F I N I G Y Designer BDA 12:17 PM Job Number 544-002 Checked By: Model Name L113882D Member Prima lX Data LContinuedf) Mb I-joint 111111294p 5Qgt[91!1t5t1a t K Joint Rp p,e Type Dgtsign List Mat pg'- ------M58—E -9- ........ Cross E3racin­Q--F6e'a`m­T-Sinqje Ang e A36 Gr,3�...­__jyj;kaI 58 1��91 N 0 Cross Bracing, 89 9 grn Single Anqle, Typical 5 N90 N85B 90 Coss Rr Beam Single _!Y.P j 2( C L -60 M61 90G Gross Qracina Beam Single Angle A36 r.36 61 M62N87A 90 .---.,..Cross BrqgLng_ Beam Single Angle A36 Gr.36 jypical N67A N87G90, Cross Bracing Gc.36 .tic N89A �Uk 90 Cross Bra i Beam Single Angle A36 Gr.36 .—Typ.ic?L 64 M6513 N78-A.. AQ-05 — 90 Cross Bracing Beam Single Angle A3§--Q� Typiga-1 65 M66D N80B N81 90 CLoAp,BracingBeam Single Angle - 3�6 Gr N­,. I ]Cal -C N81 N18 90 Cross BracingqLe!��Ie ypical 67 M68A N84C 90 loss REa-PLIO-g- Rggnj _Single Angle A36 Gr.36 TYRLCAL .. 68 M69B N82B N�313 90 Cross Bracina 1Beam -Single Angle jypiq—al 69 M70A N83B N91 Cross earn Single An .......... �jy lcqI qqm-q- B -A-Z6--Qr,�6 -p 70 ---MZJB N74 N75 90 CrQ,9s Bracing BeamSin le An le A 6 .36 Typipal 71 M72A N75 N76 Crossr aq inq.. Beam Single Angle A36 Gr.36 Tl_L al N­73 9 Cross B[gqjngBeam Single Angle A36 Gr.36 -Typicgl MQj 73 M74 N91C N103 Handrail Beam Pse A53 Gr EL, Typical 74 M7592A 104 Handrail Beam ----.ipTvDical --�L— e A53_Gr. B 75 M76 N93C 94 H.@ndraiI BeamPioe A53 Gr.B Ty I 76 M77 N101 N102 Handrail Beam Pie A53 Gr,B tical 77 M78 N101A N110 Handrail N 1 02A Ha-.1. Beam Roe A53 Gr.B 78 M79 N1 Handrail Tvoical 79 M80 N1090 N108 Handrail Beami Gr.B -_Typical -3- 80 —M81 93C N109A Hand[? ...... 81 w M82 N109A N67 --Har)O eCil Epp— A53 Gr.B Typical 82 M83 -NHandrail Beam --Pi --A53 r.B ica j-Q,:L .....N113___-.......... -P-9- --Q- 83 84 N113 I N57 Handrail Beam PiDe .. ­ ------ -- -5�,Gr,B 84MU­ - AN8A... . mjL ­5� r� A53 Ga Typkwl­ 10NJ ...... Handrail Beam _Pike A LG T ypp 86 M N112A ...... Handrail --Pjpg­..--A53 Gr.B T Ic -----87-'­"'­'­' Typic_ M88 N102 N112 J�71- ........... .1111- ­­...."1". I'll qL1'­-­.5gt@m pipe T ical 88 M89A 1Z N114 Handrail Beam pipe A53 G 13 . .Typical -Y 89 M9QA N114 N108 Handrail Beam Pi e A53 Gr.B �t pi pa 90 M91A ...... ......... 91 M92A C 112 Handrail Beam Pipe A53 GrB _ypical ...u..._.. ..... M 9 N1 14A X1115.... ....... _---iqe Qanppy u -qoLm­­ 0% —­ -1 A53­Q0-­ 93 M94A.., N116 ?aQPy­..-- be A53 Gr.B T igLl, 5 [pe Q -.... .. 94 M95A Ni�-N121A­­', Beam single Angle A36,, x006 --Typical- 95 M96A N111,A, N131A 3.p Ice nqle Beam Single Angle ---&36-9Lr-,-36 - Ll-Typjc� 90 ice A36 Gr.36 -T m. AQ- -.M,.UA m- Single Angle -y"c,-L n Kc 97 M98 90 Ice An earn Single le --AK3­Q0-Q.........-Typi al 9 N122A N117 90 Ice n B n Sin le 36 Gr. Tvoical ...IQ.Q_ NN 117 _ .­_— 90 1,pgAnq[qea ,-­-,, Bm iqq- SingleAngle A36Gr.36 --T l yp . ­ _1_2� _ 100 . M101 _NjMk__N 121 B Ice Angle Beam Single Angle --A3a-QLW -jyj;iqgLl- le Typica 101 M101A N129A Ice AnaleA36 Gr.36 L 13 Angle.I— 102 N 13 0 8 ZB131 -lo.,.P�nqle Beam SingA36 (306 --jYpL1P-PL 103 M103 Ice Angle Beam Single Angle _A36 GEIIQ. Typical. 104 ---MJ94 N133A N136 Ice Angle B am Single Angle A36 Gr.36 Typical 105 M105 N132AA 1- 38 Beam Single Angle A36 Gr, 6 TYPOPaJ-, 106 M106 N131B N139 Ice Angle Beam §!n, le An le A36 Gr.36 Typical 1107 M107 14Q,­ 142 H-Frame Beam Pioe A53 Gr.B a I 108 X1106_ N141 N143 H-Frame ,Beam- Pi oe A53 Qiwa�... Typica 109 -�T4 4 N145 H-Frame Beam _Pipes_ A53 Gr.B Tvnical ­ --MEZ-. - 1110 MPI N148 N149 H-F 111 --.-...M 111 11� N103& N86 .......... 112 M1 12 K1 . 77 KI I r1a Handrail Beam Pi e_ 53 Gr B Ty iacal RISA-31D Version 17.0.1 [C:\... ...\Archerb\Rooftops\Lll 3882D\Redesign\Platform-Lll 3882D.r3d] Page 2 Company Infinigy Engineering, PLLC Dec 4,2018 N F I N I GY Designer BDA 12:17 Job Number 544-002 Checked By: Model Name L113882D Material Takeoff 1 MateriaV � Size Pieces Leta in' wei :Nj1- k... ...... of Ro Iedw,Smteel_„ mmm 2 A36 Gr.36 L4X4X4 13 729.8 A L A36 Gr.36 _ LL3X4X6 _. ._1$.___..... ..... 654 .5 3 A-3� Gr.36 L4 _......... _. x3x3x6 9 229,1 .1 _. . ...._ A36 G06... .. _ ._ C10X20 .._. 9 488.1 6j Gr._Q - . X _ _..... 4. �..051.m _ 7 _ ....A53„Gr.B HSS6X6X6 _..-.... _�._..... �. � .� _...,336 7 � _ .�._........ A53 Gr,l3 __........ ._....� PIPE 2,Q �34 T...._ 2316.3 .7 10 X22 , .w _N _.V _ 8 1248 _ 2.3 TataiH Steel ..�._.W10 _ ..112_........ ___...... _._ 7606 4...... __ 7.7 Basic Load Ca es BLta:...I e 1p:i9.I'I _ C .t gory.......... �?pt� r y.. _ u vitt' 1t S�i.p ...... r.. I Self Weight D _... .... -_ e 1 ._.�.....a...12 _ � _..9 ... _ .... _... _- 2. Wind Load AZI 00Q.__. .WLZ _._ .. _ 9 �_. 3._.. ._Wind Load AZI 090_._.,._........WLX -_ ...� , .. � � � � � _ 9_ � - 1 .�.m.. 4 Lce Weight ., . _ �_ _......_ 1 j2---'--- 5 2 ... ._5 Wind+Ice Load AZI 000 QL2 9 1 n +Ice Load AZI 090 QL3_ 1 _7 Service Live 1 , imic Load A _ 00 _ ELZ - Seismic Load AZI,Q.9R. IT ALX 10 BLC 2 Transient Area Loads 1� .BLCe3 Transient Area Loads ,.---No e 12 BLC 5 Transient Area Loads None 80 13.... BLC_6 Transient Area Loads .. ., _ 92 ,m _............,.... - Load_Com ,mations ......._.. wepan ...P... B .,.N ,�.�. L ..�� t .. .. B.1"� .e F �.. ..N= , . �?..� ...._, __. - .. 1 4D.�. .w� Y Y...... D� 1...4 1, D+ 1.6W A Y.. Y DL WLZ -. 3.._... _..12D + 1.6W AZI,p30. _mm Y Y L 1.2 WLZ 13-mm 'IN... .$ .._.. �.. .. . 4 1.2D+ 1 AZI 060 Y., L�1.2 W� ,8 wu.. 13- 5 1 2�Q+ 1.6W AZj 090 _ .._...-Y,. Y DO 12 �.............W� 1..6. --..- 1.2D+_1.6WAZI 120 Y.. L 2 WLZ -.8 W.., ?.... , ...._1.2D 1..6W AZI 150......__. K_Y ... �..... DL".? 2..WLZ -1,3.,W.,, 8 1.� �D+ 1 6W �ZAA-Q-, Y,o Y DL 1 WLZ _ 6 �. .. �. ......,10 1.2D+ 1 WAZI 24Q.. ..eee. Y- Y DL 122 WLZ 8 W;. T" -77-7--- 11 .711 _ 1 gip..+1 6W AZI 270. Y..y DL 1m2 --1-1-W.- -1._6 .._ 12_ - ........._ 1.2D+ 1.6W AZI 300 Y.. Y DL 1 2 WLZ 8 W...-1.... 13 1.2D+..1.6W AZI 330 Y _Y _.._D.L 1.2 WLZ 1,3.,.W- -.8 14 0.9D+ 1.6W 00 ®�Y Y DL 9 WLZ 1.6 1.5 m ... 0.9D+ �,fWAZI Q3Q Y YDL,. 9....WLZ 1.3...W... ,$ 16 _ 0.9D+ 1.6W AZI 060 Y.. 1" DL� .9 WLz - _ 8 9D+ 1.6W AZI 090 . Y Y DL `a., W.- .1 _� _ ..._ _... .. .. .. X18 01.6W �._... .� 17 , ...... 6 + 1 6W AZI 120 Y Y...w DL wLZ _ W., 1 3 U 19 0 �p+ 1.6W 9 WLZ -1.3...W... 8 20 4 ..+...1.6W AZI 180 _ Y Y ...... ��.L ..9.n WLZ,-1 6 ... . 22m.,. _ 0 9D.+..1.6W AZI 210 ,.w Y Y DL 9 WLZ w-1.3.W... -8 21 09D + 16W .. .�AZI 240 _ Y Y ADL 9 WLZ �g W 1 -_ -8W' W; 6 t[,'-]-- a . .. 23 0.9D 1„6W AZI 270 Y Y DL 9 DL g WLZ =8 W., RISA-3D Version 17.0.1 [CA...\...\...\Archerb\Rooftops\Lll3882D\Redesign\Platform_LI13882D.r3d] Page 3 Company Infinigy Engineering,PLLC Dec 4,2018 I N F I N I G Y Designer BDA 12:17 Job Number 544-002 Checked By: Model Name L113882D Load Combinations Continued P, . I .6 .� L , s 1= , 0:., B-F._ ,.9 .. .,13 B. ,r= _25 0.9D,+ 1.6W AZI 330 Y Y.._.DL ,g WLZ 1 3 W 8 m28 ... :2_D+.1r.ODl �Yy Y L 1.2 ��.. ..1 ......... .. 000 _. Y_ L_1,? QLD 1 ..,oL2-1 __28 1.20 + 1.OQi+ 1SOW AZ1 030 . L 1,2 OU 1 OL2 .866,.,. ,5 29 1.2D + 1,QDi+..?.OWi ASI 060 r Y._ .. .� L?..2 OL1 1 oL2,. ._ . .2a,+ 1.OD + 1.QWi AZI 0990... Y.. y L,_1 OQ..;-„1,Z + 1,ODi + 1 OWi AZI 120 Y., Y DL L2 0L.1, -_,0L2 5 8... �........ 32 12D_+ 1.ODi+ 1.OWi AZI 150 Y", L 1,2 OL1 1 OL2 .866.., 33 1,2D + 1.OmDi + 1.OWi AZI 180 .. Y,..., ...��L 1.2 OL1 1 01-2 -1 __. _.. 34 1.2D + 1,ODi+1+1. Wi 210; Y.. Y L ,2 0 1 , 1 OL2 866, - 35 ..... .,1.2D + 1„ODi + 1,0W AZ[.240 Y., Y L 1�:2,O�[ ._?_ 36 1.2D + ,OD' + 1, Wi AZI 270 Y., Y L 1.2 OL1 1 37. ..m. 1.2D+.l.ODI + 1,OWiAZI300 -Y..mm"Y 1 2 COL1 1_0 5_ �a- 38 1, + 1.QDi+ 1 Wi A 1330 Y,, Y L 1,20 1_ 01.2 .866-]-'5 39.m 1.2D+ 1.51.+1.OWL(30 mph)AZI 000 Y.. Y LLQ,2 LL ...1.5- L ,103 40 1.2D+ 1.51.+1.OWL(30 mph)AZI 030 Y,. Y L 1,.2 LL 1.5 L .066.- 0. 41 1.2D+ 1.51.+1.OWL(30 mph)AZI 060 Y., Y L 1,2 LL 1.5 L .052... 1,0- mph) ,0„ 42, 1.2D+1.51.+1.OWL 30 m h AZI 090 `Y- Y DLF172 43 1.2D+ 1.51.+1.OWL(30 mph)AZI 120 Y,. Y DL +�2 1.5 WL .052 0.. _. -...- L .08 ., Q.O..44 1.2D+1.51.+1.OWL(30 mph)AZI 150 Y., Y DL 1,545 1.2D+ 1.51.+1.OWL(30 mph)AZI 180 Y Y DU 1.5 L .10 46 1.2D+ 1.SL+1.OWL(30 mph)AZI 210 Y,„ Y DL. .. _15 L 08 1.2D+ 1.51.+1.OWL(30-AZI 240 Y, Y ..,,. DL 1 2_, LL1,5 L .05 ,.. .... ,L......_ �._.a_� A $ 11,21D w+1.51.+1.OWL(30 mph)AZI 270 Y.. Y DL 1,2 -I 1s5 _ 5Q 11.213+„1 51.+1.OWL(30 mph)AZI 300 Y Y 1 2 LL 1 5 -_._ _; 052 49 1 2D+ DL L 1.51-+1.OWL(30 mph�AZl 330 Y. Y DLi m 1.2 LL 1.5 L 089.., " Envelo a Joint Reactions LC Join 1 ....��e. .._ � m...__._ a_.. ._ . _. . _ . 7_tk...__ S .. .. _...M..Y. __.... .,MZ ik- j. LC ft k 5 9128 _ 0 60 06060N39ma1 ... 2 ► ..... 0 _ ..02451.1_. 17 0 1 0 1 1 r.._ 0 3 N40 max, 0 50 1 814 383. 12 0 50 0_ 50 - 0 _0 50 , ., 4 . .. _...... . min . .. 0 �_------: ..�.._.....--j--j,8-. �0. . _?...m Q ...m ...1 .s._._..0_._ � 1_�.�...Q . . 1..,:: 5 _ mN79A max 1ss2r4s 6 4906,358 7_. . 1..972.866 14 0 50 Q 50 0 „5Q 7 W NSOA max 171,71_17_..... 6 4646.2 9 _ 3 21.54..483 ._m 2 0 50 0 50 0 50 6 mina 1688 985 . 23 _21_30,,74 . 25-..-.=2t 20 564 $ 8 -1548.17 23 -20M.-652. 2.1 -1934 539 20 0 71.68,99813 50 .1-1-1.19.1...' 50 , ._.0...... �_ Q 50 10 min - 7;,529 11 -2387,5088 19 -2971267 20 0 1 0 1 0 1 11 �.._N82A mqx._ 1099.791_..._. 16 . 79.64,.0.34 ,.8.�.... 3108.072 14 _.0 _ 50. 0.._ 50, .. Q .... .50 min -1901674 4 170 .41 14 7 1 _ 1 0 1 ... N83A maxm , , m 0 8 , _ 6x . 14 1 min _2144.831 17.83 20 -88,084 20 OF 1 O 1 0 1 2277.459 8_._2.703,915 36 6 8.030. 14 0.... .. 8.0 . -.-..0 50.. 0 5-0 _16 min -. 1 5 236 23 63 r 44 77 X642.653 20 0 1 O 17 _ NB A_.��0?. x` 214x502 5. 2864.258 30 2066 1$__ �2.-_.. -0__._ 0 0 51 0Q, 18 min -16-4-31 -. 23 1046.658 23 -2052.857 20 0 1 0 1 (F 1 19 _ N152 M , M . .a. . 60. _0 .,00 0 =-59 !,_......0.,_.. 60. O _..... min 0 1_ ! 0 1 O 1 1 Q _ 1 0 1 _21.. N15.4 max 0 �50` _ ,. .50 _ ...Q 50 0 50 0 50_. 0 _. 5.0..0 ' 22 miry._.�.._ _ 0 _ 1 0_IT 1 Q 1 0 1 0 1 0 1 -23 ... .,.1.50. Lnax 0 50. 0 501 0 _... .. 5 ... 0 ,. 50 0 50 Q 50 24 _ �_ . .min�.�....m. 1 ........ .." . _.. 0...... .. .,. ........ 0 - . ....... O ... ..1 .m.... .0. ...... ..1: �� Q�.._ 1 --2fj_ _u. Tot.~ max .._10884 06.. ....17 ..21735,746 . 35 1. ., .... 26 _ ..rra�n 7 10884.276 11......11n018,064 16 13448. 7. w RISA-3D Version 17.0.1 [CA...\...\...Wrcherb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 4 Company : Infinigy Engineering,PLLC Dec 4,2018 N F I N I GY Designer BDA 12:17 Job Number 544-002 Checked By: Model Name L113882D Envelo a AIS 14th 360-10 : LRFD Steel Code Checks C10X20 �$1, 86 533 8 1.78 74,$15.1_ z. .._ 7- 83229156 q90 89p6$ w52 38 • Era 6hap-Codeehk LpG q-Cr.r1~ .. Loci DI .. H1-1b 2 M108 PIPE 2.0 .647 8 .055 0 8 2652 ,4 21301.872 1.$72 ...H1-1b 2.0 .577 2 047 __...0 $__1,2,5,5 __32 321 30 1.872 1,87 H1-1b 3 M107 PIPE, IT 4 M 2A PIPE_2.0 414 42 5 ..112 21 _ 6 27741.09 321301W211.872 -.1-11-1b 5 PIPE_z.o 411 ..IT..8.6.533 047 86.533 .._,_ 4 17224.26 3213018,7.2,1w.872 •••H1-1b � .mm„MF HSS4X4 399 0 4 �!� 124217.384 124217.384 150570 150 ...- 6 774 16.774 H1-1b 7 M64I3 HSS4X4 --3$1.._ w.0 ... . 4 =050 0 - 5 n 774 16.774 Hl-lb 8 M44 sS Xs2 34� 2Q � _R074 ..�w148 �?...u.�. $ -638�4,.853 s 238 1 H1-1b 9 M62Bw. . ,.,...., 070 41.475 4150 22.875 0 47 5 .H1-1b .'�0_,.. M61A PIPEi. 297 42 ..__11_... 090 _.-m..,_.21., 12 2774109. 321 1,87m2,1.872 H1..?..a 1,1 .. M64 PIPE 2.0 _ 289 $6Q 533._..5 042 86 533 6 1722.4,26 32130'1,.872 1,872 �1 1b _ LL3x3x3..,_y267m11.402 _$ Q08 m25.456 ._.1 p .44828.677.70632'6.362 346 1 X1-1 a 13 M63A HSS6X6„ x257 ___.30 13 .070 48 �w. -...241.475. .,.H1 1b _ 3.., _. .. QO6._..-I,25,456,m z 11 44$28 677 7Q5325-3 1a 1, 1194 LL3x3x3.. 253 11.402 .. 2. _ - 32.:,,61$84$53 29205022.8'2 1.872 H1-1b 16 M 15 3 PIPE 2 0 .23� 2m04 y 4._. 095„ 170m..... 6 27741.09 32130 1 87 W10X22 75 54.504 H1-1b _ . _ 17 M66..... PIPE 2.0 .235.._ 86.533 1.1� .03,2 86.533 _....m 11 _. H1 1b 17224.26 321301 872 1-872 19 M60 PIPE 2.0M64A HSs6X6.. •234 0 1 .084 _0 9 277 1,0 32130.1,872. 1.872 H1-1b ._1 .233 48... _ITIT 5 .038 _. 0 5 233427.461 238770'41.475 41.475 H1-1b MP1 PIPE z o 2 30 8_ ..... ,533- Y 72... _.20866.733 32 .30187 1072 ,^H1-1b _ m.� 23 _ 21 63 HSS4X4.. 23QmIT 0 4 025 108 __..._ Z $ 114134.702 150570 16.774 16.774,..H1-1b _.. 23 M69_._'HSS4X40 ,225..-._ 0 5 _. 030 ......... 108 _.z.._....8 24134.702 150570 16.774 16.774 H11b _ 74 .H1-1b 24 M67 PIPE 2.0 221 8 5K. 11 25 X8.675 _ 13 7 4 26 2 301.872 1.87 H1-1b _.... 25 M71A W14X4., 220 _ 0 7 3 117465.322 15057016.77416.774 H1-1b -.027 ....�.... o � 6 M4 oX22 9 0 041 7 4-'-'6l884.8'5'3'2s2656.22.775 7.08 ...Ii-1 b 2.7 M42 W10X22 211 0 µ 50.861 H11b ._4-..W1 OX22. . 1 � 2 027 �.�. 2�3�.6.�z _3 689 98.445 292050 22.875� _ ....... 75 28 21 5 8 0 5_ 85 _29 1\11678.._HSS4x4.. 2Q8_ 131.75 Q28 167 87,5.... Z _2 . 55913507.15057016.774 16.774 ,..H1-1b _.._ 30 M66A HSS6X6_ X201 ,032_ 0 Z 233427.461 238770 41.475 41.475 ...H1-1 b 31 M73A L.4X4X, j 4 2 _ .619 26 5 233267,0076 92 64770 4,398 9,886.,_,"2-1 ,886 H2 1 &X_E, .200 '1 .812�8 76 92664 4.398 9,$86 __ 1 b 2 M67 HSS&X_E ,1.99 ... 30 .044 __ 8_ 33_ M5 W1OX22 n.�1.9.3... � 3 _ X170 75_....- ?, 4._ 114474 32 292059 22.875 e97.5 _tHj-1b 34 M30Q 10X20 191 8 .5.33 8 05 74.$1` 8 .83229 156 190188 5.668 52A. H1-1b _35 _ _M69� HSS4X4.._ .185 w M625 4 Q2 0 $ .`.2$122..49532.1301...$72 1..774 H1-1b _..._046 19.688 _.y... ...... M92A PIPE_?-O 183 20 024 0 2 28122 495 03_21324217.384 872 1.$72 .aw..Hl-lb _37 M91A PIPE 2.0 .182 2 21301. 779 872 Hl-1 38 M65A HSS6.- .0_.__. 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M95 LL3x3x3 124 Q - QQO 0 _ 1nm 6295.422 677 7Q 362 3.751 1 _mmm� 3 . _ -_ 11 006 .25 456 IT, z 13 44828, 32 5 774 16.774 ...H1-1b 51, M77 PIPE 2 0 130 50 5 321301 872 1.872 H1-1 53 M66C HSs4X4 ..1.� 4...129 044 2 030 129.044 ,y 2 w 87558.036 15057016 H1-1b 0 875 2 017 132_...m. ?r.._ ._2 9954Q. _ 57016.774 16.774$72 Hl-lb.. _ 555 i 5- 70 16 774 1 6 774 H1-1 55 M78 PIPE 2.. 1 4 94 875 2m.... 018 1,32., z__ _8_.._ 99540 555 5 301 872 1 109 20 2 026 20 13 2$122. 5fi ... 58m . �dSS04, ...K...Q __. 5 RISA-3D Version 17.0.1 [CA...\...\...\Archerb\Rooftops\LI13882D\Redesign\Platform_LI13882D.r3d] Page 5 Company Infinigy Engineering, PLLC Dec 4,2018 N F I N I G Designer BDA 12:17 Job Number 544-002 Checked By: Model Name L113882D Envelope AISC 14th 360-10 ;LRFD Steel Code Checks Xonfinueoj Member _ . . I1o1 LO Shoaf.ch ,.Mm_Lae �r LC........1�1k.N"Pra. GI 1, hili__.pJ k" 1 �]i.` r_. 6gn 57 70 .....HSS4X4.. X097 '1W27,,.47. 2 064„ _ 0 z 5..... 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BDA ,Voir I\,uii°r beiir° 544-002 Notes Global Parameters - Solution: Design Method AISC 14th (360-10);LRFD Bolt Group Analysis Method Center of Rotation Weld Analysis Method Elastic Consider Bold Hole Deformation? Yes Check Weld Filler Material Matching? Yes Check Rotational Ductility? Yes Full Shear Eccentricity Considered? No Plastic Panel-Zone Shear Deformation Considered? No Page 1 of 13 Connection 2:3D View Glyder/Beam Clip Angle(One Slde)Shear Connection � III Page 2 of 13 Connection 2:2D Views Girder/Beam Clip Angle(One Side)Shear Connection Side view M w A 1 � _ w lug ,.g m. ______ y 0 ca w rn se � a�i�� )fidd�,11 "+ IbP✓ b 1 i r rwtinww.n�w.:wwwiwuwa�wem...0�l. Front view 424 � ti. . w « m jMAP w'1Vemom Woo rw rw wwysxxxaw�"w n� ,� ar,w;nw»;wea w✓blwpa�mmlmmlW�afjw,a uwnbw ». i r ix*m,,,i, ar r✓,ivia,W✓w'i�w�ri9ixJ✓�;v, i,i�,,Rei ti �� ,/ori/ In Hr W�HI✓�ohr,wr�.r Page 3 of 13 LRFD Connection 2: LRFD Results Report Girder/Beam Clip Angle(One Side)Shear Connection Material Properties: Girder W10x22 A992 Fy=50.00 ksi Fu=65.00 ksi Beam W10x22 A992 Fy=50.00 ksi F�=65.00 ksi Angle L4x4x4 A36 Fy=36.00 ksi F�=58.00 ksi Input Data: 41V Shear Load 7.10 kips User Input Shear Load Axial Load 0.00 kips User Input Axial Force Note:UVS � are from AISC 360-10 Limit State Required Available Unity Check Result Geometry Restrictions at Beam PASS Check Min Bolt Spacing Pass Condition:Smin>=(2+2/3) *dbolt (13.3) Smin 3.00 in Min bolt spacing dbolt 0.63 in Bolt diameter Check Max Bolt Spacing Pass Condition:Smax<=min(12.00 in,24*t) (J3.So) Smax 3.00 in Max bolt spacing t 0.24 in Thickness of governing element(Beam) Check Min Edge Distance Pass Condition:EDmin>=EDallow (J3.4) Check Max Edge Distance Pass Condition:EDmax<=min(6.00 in, 12*t) (J3.5) Geometry Restrictions at Girder PASS Check Min Bolt Spacing Pass Condition:Smin>=(2+2/3) *dbolt (J3.3) Smin 3.00 in Min bolt spacing dbolt 0.63 in Bolt diameter Check Max Bolt Spacing Pass Condition:Smax<=min(12.00 in,24*t) (J3.5a) Smax 3.00 in Max bolt spacing t 0.24 in Thickness of governing element(Girder) Check Min Edge Distance Pass Condition:EDmin>=EDallow (J3.4) Check Max Edge Distance Pass Condition:EDmax<=min(6.00 in,12*t) (J3.5) Rotational Ductility,Erection Stability PASS Check Rotational Ductility Pass Condition:t<=5/8" t 0.25 in Connector thickness Check Erection Stability Pass Condition:Ly>=(d-2*kdes)12 _ LY 6.00 in Connector length(vertical) d 10.20 in Beam depth kdes 0.66 in Beam fillet Lmin 4.44 in Min connector length Beam Shear Yield 7.10 kips 51.77 kips 0.14 PASS Rn=0.6*FY*Age*CV (�=1.00 (G2-1) FY 50.00 ksi Minimum yield stress of material Agv 1.73 int Gross area subject to shear Cv 1.00 Web shear coefficient(G2-2) (�Rn 51.77 kips Shear yield strength continued on next page... Page 4 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check Result Clip Angle Shear Yield 7.10 kips 64.80 kips 0.11 PASS Rn=2*0.6*FY*Agv 4)=1.00 (J4-3) FY 36.00 ksi Minimum yield stress of material Agv 1.50 inZ Gross area subject to shear 4)Rn 64.80 kips Shear yield strength Beam Shear Rupture 7.10 kips 39.94 kips 0.18 PASS Rn=0.6*Fu*Anv 4)=0.75 (J4-4) Fu 65.00 ksi Minimum tensile stress of material Anv 1.37 in Net area subject to shear 4)Rn 39.94 kips Shear rupture strength Clip Angle Shear Rupture at Beam 7.10 kips 58.72 kips 0.12 PASS Rn=2*0.6*Fu*Anv 4)=0.75 (J4-4) Fu 58.00 ksi Minimum tensile stress of material Anv 1.13 inZ Net area subject to shear (ORn 58.72 kips Shear rupture strength Clip Angle Shear Rupture at Girder 7.10 kips 58.72 kips 0.12 PASS Rn=2*0.6*Fu*Anv (0=0.75 (J4-4) Fu 58.00 ksi Minimum tensile stress of material Anv 1.13 inZ Net area subject to shear (ORn 58.72 kips Shear rupture strength Clip Angle Block Shear at Girder 7.10 kips 71.79 kips 0.10 PASS Rn=2*[min(0.6*Fu*Anv,0.6*FY*Agv)+Ubs*Fu*Ant) co=0.75 (14-5) Agv 1.13 inZ Gross area subject to shear Anv 0.84 in Net area subject to shear Ubs 1.00 Uniform tension stress factor Ant 0.41 inZ Net area subject to tension Fu 58.00 ksi Minimum tensile stress of material FY 36.00 ksi Minimum yield stress of material (ORn 71.79 kips Block shear strength Beam Block Shear 7.10 kips 40.11 kips 0.18 PASS Rn=[min(0.6*Fu*Anv,0.6-FY-Ag,,)+Ubs*Fu*Ant) 4)=0.75 (J4-5) Agv 1.20 inZ Gross area subject to shear Anv 0.93 in Net area subject to shear Ubs 1.00 Uniform tension stress factor Ant 0.27 inZ Net area subject to tension Fu 65.00 ksi Minimum tensile stress of material FY 50.00 ksi Minimum yield stress of material 4)Rn 40.11 kips Block shear strength Clip Angle Block Shear at Beam 7.10 kips 71.79 kips 0.10 PASS Rn=2*[min(0.6*Fu*Anvi 0.6*FY*Agv)+Ubs*Fu*Ant) (0=0.75 (J4-5) Agv 1.13 inZ Gross area subject to shear Anv 0.84 inZ Net area subject to shear Ubs 1.00 Uniform tension stress factor continued on next page... Page 5 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check Result Ant 0.41 int Net area subject to tension Fu 58.00 ksi Minimum tensile stress of material FY 36.00 ksi Minimum yield stress of material (�Rn 71.79 kips Block shear strength Coped Beam Flexural Rupture 7.10 kips 26.48 kips 0.27 PASS Rn=Fu*Snet/e 4)=0.75 (AISC 360-05(131h)pg 9-6) Fu 65.00 ksi Minimum tensile stress of material Snet 2.07 in3 Snet=1 nlYmax elastic section modulus of the cross section e 3.81 in Distance from the face of the cope to the point of inflection In 7.43 in Moment of inertia with respect to the neutral axis Ymax 3.59 in Maximum distance from the neutral plane ho 7.19 in Overal depth of coped section yc 0.50 in Position of the neutral plane 4)Rn 26.48 kips Coped beam flexural rupture Coped Beam Lateral Torsional Buckling 7.10 kips 24.44 kips 0.29 PASS Rn=min(Fcro Fy)*Snet/e 4)=0.9 (AISC 14th Eq.9-12) Fcr 377.25 ksi Available buckling Fcr=0.62*tr*E*tw2*fd/(c*ho) FY 50.00 ksi Minimum yield stress of material Snet 2.07 in3 Snet=l nlYmax elastic section modulus of the cross section e 3.81 in Distance from the face of the cope to the point of inflection E 29000.00 ksi Modulus of elasticity of steel tW 0.24 in Beam web thickness ho 7.19 in Reduced beam depth C 3.31 in Cope length fd 2.76 Adjustment factor (ORn 24.44 kips Coped beam local web buckling Bolt Bearing on Girder 7.10 kips 49.70 kips 0.14 PASS Rn=2*2-lin-spacing (0=0.75 (J3-6a) d 0.63 in Bolt diameter Fu 65.00 ksi Minimum tensile stress of material t 0.24 in Thickness of material Lc-spacing 2.31 in Vertical distance from edges of adjacent holes Rn-spacing 16.57 kips Strength at spaces=min(R n-spacing-tearout,Rn-bearing Rn-bolt) Rn-bearing 23.40 kips Bearing=2.4*d*t*Fu Rn-spacing-tearout 43.29 kips Tear out atspaces=l.2*Lc-spacing*t*Fu Rn-bolt 16.57 kips Bolt shear strength Rn-bolt=Fnv*A bolt Fnv 54.00 ksi Nominal shear stress of bolt ,�Rn 49.70 kips Bolt bearing strength Bolt Bearing on Clip Angle at Girder 7.10 kips 49.70 kips 0.14 PASS Rn=2*(1*Rn-edge+1*11n-spacing) 4)=0.75 (J3-6a) d 0.63 in Bolt diameter Fu 58.00 ksi Minimum tensile stress of material t 0.25 in Thickness of material Lc-edge 1.16 in Vertical distance from edge of hole to edge of material continued on next page... Page 6 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check Result Lc-spacing 2.31 in Vertical distance from edges of adjacent holes Rn-edge 16.57 kips Strength at edge=min(Rn-edge-tearout Rn-bearing Rn-bolt Rn-spacing 16.57 kips Strength at spaces=min(Rn-spacing-tearout Rn-bearing Rn-bolt Rn-bearing 21.75 kips Bearing=2.4*d*t*Fu Rn-edge-tearout 20.12 kips Tear out at edge=1.2*Lc-edge*t*Fu Rn-spacing-tearout 40.24 kips Tear out at spaces=1.2*Lc-spacing*t*Fu Rn-bolt 16.57 kips Bolt shear strength Rn-bolt=Fnv*A bolt Fnv 54.00 ksi Nominal shear stress of bolt (ORn 49.70 kips Bolt bearing strength Bolt Bearing on Beam 7.10 kips 35.10 kips 0.20 PASS Rn=1*Rn-edge+1*Rn-spacing 4�=0.75 (J3-6a) d 0.63 in Bolt diameter Fu 65.00 ksi Minimum tensile stress of material t 0.24 in Thickness of material Lc-edge 1.65 in Vertical distance from edge of hole to edge of material Lc-spacing 2.31 in Vertical distance from edges of adjacent holes Rn-edge 23.40 kips Strength at edge=min(Rn-edge-tearout Rn-bearing Rn-bolt Rn-spacing 23.40 kips Strength at spaces=min(Rn-spacing-tearout Rn-bearing Rn-bolt) Rn-bearing 23.40 kips Bearing=2.4*d*t*Fu Rn-edge-tearout 30.82 kips Tear out at edge=1.2*Lc-edge*t*Fu Rn-spacing-tearout 43.29 kips Tear out at spaces=1.2*Lc-spacing*t*Fu Rn-bolt 33.13 kips Bolt shear strength Rn-bolt=2*Fnv*Abolt Fnv 54.00 ksi Nominal shear stress of bolt conn 35.10 kips Bolt bearing strength Bolt Bearing on Clip Angle at Beam 7.10 kips 49.70 kips 0.14 PASS Rn=2*(1*Rn-edge+1*11n-spacing) (�=0.75 (13-6a) d 0.63 in Bolt diameter Fu 58.00 ksi Minimum tensile stress of material t 0.25 in Thickness of material Lc-edge 1.16 in Vertical distance from edge of hole to edge of material Lc-spacing 2.31 in Vertical distance from edges of adjacent holes Rn-edge 16.57 kips Strength at edge=min(Rn-edge-tearout Rn-bearing Rn-bolt Rn-spacing 16.57 kips Strength at spaces=min(Rn-spacing-tearout Rn-bearing Rn-bolt Rn-bearing 21.75 kips Bearing=2.4*d*t*Fu Rn-edge-tearout 20.12 kips Tear out at edge=1.2*Lc-edge*t*Fu Rn-spacing-tearout 40.24 kips Tear out atspaces=1.2*Lc-spacing*t*Fu Rn-bolt 16.57 kips Bolt shear strength Rn-bolt=Fnv*A bolt Fnv 54.00 ksi Nominal shear stress of bolt (ORn 49.70 kips Bolt bearing strength Bolt Shear at Girder 7.10 kips 49.70 kips 0.14 PASS Rn=2* Fnv*Ab*Nbolt*C c�=0.75 (J3-1) Fnv 54.00 ksi Shear stress N type Ab 0.31 int Area of bolt Nbolt 2 Number of bolts continued on next page... Page 7 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check Result C 1.00 Eccentricity coefficient (�Rn 49.70 kips Bolt shear rupture strength Bolt Shear at Beam 7.10 kips 49.70 kips 0.14 PASS Rn=2*Fnv*Ab*Nbolt*C 4)=0.75 (J3-1) Fnv 54.00 ksi Shear stress N type Ab 0.31 int Area of bolt Nbolt 2 Number of bolts C 1.00 Eccentricity coefficient 4)Rn 49.70 kips Bolt shear rupture strength Bolt Prying Prying (AISC 14" p.9-10) Check Angle Leg Thickness: Prying Considered Condition:tmin<=tangle tangle 0.25 in Clip angle leg thickness P 0.00 kips User input axial load FU 58.00 ksi Minimum tensile stress of material nb 4 Number of bolts Tbolt 1.77 kips Tension Load per bolt due to moment(See'BoltTension Check') db 0.63 in Bolt diameter dhole 0.69 in Bolt hole diameter b 1.75 in Distance from bolt centerline to the face of the stem b' 1.44 in Distance from the inner edge of the bolt hole to the face of the stem,b'=(b-db/2) P 3.00 in Length of flange tributary to each bolt along the longitudinal axis of the angle T 1.77 kips Total tension force with moment, T=Tbolt+(P/nb) tmin 0.26 in Minimum thickness required to eliminate prying action, tmin= ((4/tD) *T*b'1(p *Fu))0.5 �0=0.9 Prying Force: a 2.00 in Distance from bolt centerline to the outer edge of the leg a' 2.31 in Distance from inner edge of bolt hole to the outer edge of the leg,a'=(a+db 12)<=(1.25*b+db/2) P 0.62 Ratio of b'to a,p=b'/a' 6 0.77 Ratio of the net area at the bolt line to the gross area at the face of the stem,6=1-d hole/p B 20.71 kips Total tensile capacity per bolt B=Ab *Fnt*tp,tp=0.75 tc 0.87 in Flange thickness required to develop the available strength of the bolt without prying action, tc=((4/cp) *B *b'/(p *Fu)) o.s 9=0.9 a 0.06 Ratio of moment at bolt line to moment at stem line,a=max (1/6[T/B(tc/t)2-1,0] q 0.05 kips Factored prying force per bolt q=B(6ap(t/tc)2I Tu 1.82 kips Total tension on the bolt including the prying force, Tu=T+q Bolt Tension at Girder N/A Rn=Fnt*Ab 4)=0.75 (J3-2) Check User Note Limit: frt/(Fnt*f)<=0.3 frt 5.79 ksi Required tensile stress=(Tbolt-P/nb)/Ab Fnt 90.00 ksi Nominal tensile stress,per Table J3.2 continued on next page... Page 8 of 13 Connection 2: LRFD Results Report(continued): Limit State Required Available Unity Check Result Because frt/(Fnt*4))<=0.3,the Bolt Tensile Check is not required V 7.10 ki�,,),s User input shear load P 0.00 kips, User input axial food Ab 0.31 int Bolt cross sectional area nb 4 Number pf bolta; Tbolt 1.77 kips Max tension load per bolt due to eccentricity 03 (61"Mel .­ (b-d'))-At-k eff_ Me 14.20 kips-inMomeen t due to eccentricity ty (Y ex)-(P*jqyj ex 2.00 in Horizontal eccentricity ey _0,6_0 in Yertical eccentricity b 4.00 in Connector width d 6.00 in Connectordepth At 12.00 int Maximum tributary area per bolt k—eff 0.50 Coefficient correction factor Page 9 of 13 Connection 2: Members Report Girder/Beam Clip Angle(One Side)Shear Connection Girder W10x22 Material Name A992 Material name Fy 50.00 ksi Minimum yield stress of material FU 65.00 ksi Minimum tensile stress of material E 29000.00 ksi Modulus of elasticity Member Properties bf 5.75 in Flange width d 10.20 in Overall depth tW 0.24 in Web thickness tf 0.36 in Flange thickness a 6.49 int Area :des 0.66 in Kdes :det 0.94 in Kdet kl 0.63 in K1 Hole Hole type Standard Dx 0.69 in Hole width Dy 0.69 in Hole height R 1 Number of rows of holes C 2 Number of holes per row Rs 3.00 in Row Spacing Cs 3.00 in Column Spacing Beam W10x22 Material Name A992 Material name FY 50.00 ksi Minimum yield stress of material FU 65.00 ksi Minimum tensile stress of material E 29000.00 ksi Modulus of elasticity Member Properties bf 5.75 in Flange width d 10.20 in Overall depth tW 0.24 in Web thickness tf 0.36 in Flange thickness a 6.49 int Area :des 0.66 in Kdes :det 0.94 in Kdet k1 0.63 in K1 Hole(Beam Web) Hole type Standard Dx 0.69 in Hole width Dy 0.69 in Hole height R 1 Number of rows of holes C 2 Number of holes per row Rs 3.00 in Row Spacing Cs 3.00 in Column Spacing Cope at top of beam L 3.31 in Length continued on next page... Page 10 of 13 Connection 2: Members Report(continued): W 1.01 in Width R 0.50 in Radius Cope at bottom of beam L 2.75 in Length W 2.00 in Width R 0.50 in Radius Page 11 of 13 Connection 2: Connection Properties Girder/Beam Clip Angle(One Side)Shear Connection Connection Connection Title Connection 2 Connection Type Girder/Beam Clip Angle(One Side)Shear Connection Connection Category Girder Connection Bolted Beam Connection Bolted Angle Type Double Angle Loading(LRFD) Shear Load 7.10 kips Axial Load 0.00 kips Eccentric Moment Calculation Include All Eccentricities Components Girder Section W 10x22 Material A992 Hole Type STD Beam Section W10x22 Material A992 Hole Type STD Angle Section L4x4x4 Material A36 Angle Orientation LLS Length 6.00 in Hole Type(Girder) STD Hole Type(Beam) STD Girder Bolts 5/8"A325-N Girder Bolts A325-N Diameter,in. 5/8" Rows 1 Bolts per Row 2 Longitudinal Spacing 3.00 in Transverse Spacing 3.00 in Slip Critical No Beam Bolts 5/8"A325-N Beam Bolts A325-N Diameter,in. 5/8" Rows 1 Bolts per Row 2 Longitudinal Spacing 3.00 in Transverse Spacing 3.00 in Slip Critical No Assembly Column/Beam Clearance 0.50 in Beam Vert Offset 0.00 in Cope Dimensions Web Cope Top Depth 1.01 in Web Cope Top Length 3.31 in Web Cope Top Radius 0.50 in Web Cope Bottom Depth 2.00 in Web Cope Bottom Length 2.76 in Web Cope Bottom Radius 0.50 in Angle Vertical Position 1.50 in Girder Bolts Edge Distance Dimensions Girder Bolts Horz Edge Dist 2.00 in continued on next page... Page 12 of 13 Connection 2: Connection Properties (continued): Girder Bolts Vert Edge Dist 1.50 in Girder Bolts Horizontal Gage 4.24 in Beam Bolts Edge Distance Dimensions Beam Bolts/Beam Edge Dist 1.50 in Beam Bolts Horz Edge Dist 2.00 in Beam Bolts Vert Edge Dist 1.50 in Page 13 of 13 2015 I C Non-Constrained Pile CRe+ k Section: 1807.3.2.1 Site Number: L113882D Engineer: BDA Date: 1215/2018 Din Loads fwd Moment(M): 0.0 k-ft Shear(V): 3.5 k Uplift(T): 2.4 k Axial (A): 8.0 k Diameter of Caisson (b): 1.5 ft Embedment Depth of Caisson (L): 10.0 ft Caisson Height Above Ground (a1): 0.5 ft Allowable Lateral Soil Bearing (s): 250 psf/f Skin Friction 250 psf Depth to Supportive Soil 3 ft Ultimate Bearing Pressure 3000 psf Height to Point of Application of Shear(h) =a1 +MN 0.5 ft Applied lateral force in pounds(P=V): 3540.0 lbs Lateral Soil Bearing per unit Width (Si)=s• L/3: 833.3 psf Variable(A): 6.62688 Minimum Allowable Depth (d) _ .5A{1+.I[1+(4.36*h/A)]} 1 7.13 ft OK Axial Resistance (�Pn) 11.16 k 78.34 % OR Uplift Resistance(�Tn) 6.18 8.48 % OK If �•� —_ v �., Y ^ f d^" rS+ Ii914 p y� J wrq b 1 l i" 21� I a Y 41,In HIM 1.11 xa9 ,rr� gg y 'b milli;Ay�y, x� d �r n�,,(�q:. y. ur` 15 � y' µp' �V m" �';�S$qG' d r �� � r��.y •� �, ik 2',1��p G��7 �i Y V�I i'�.1 `� � 'fin� � e.P d��t � v+'� �Sri �P I�.�,�.y� ���"♦ �� {�wµry 7� �. ..a......p i � tl II g .n✓J�4 1✓ "ten ft" pp I�p w+:' 'd" W Rig 4 IM req Int• EI slim f � g � F � w. �E OKI A � u a IM j m R RM As pj nj 011 CHr sg.. 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"f � .. f Mrd �, ,i ..� ; r lilt- I � H y aq" enemy Mo ,.. I _..�..� "" `" .Y.� � «I�"` ca I ,�R.f �. rs QJ M. * Q I I� f xe � L .................. .._ .� r � f�l, l� �l 41 ya g 00 o � « � � h ..... p a a zol A ,........................... _.. ..........._.._. j N oJ .... ...... a�1 9 ,.......... ,a..^.d.......... i r }.. , mT;l 10g � �a�� a 1 *a m s w ri NHNI Z C � w } FI f e A e s Nud ..� .. _.. .....,.. CL Li .S `;1. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25Southold,NY 11971 (car.Main Rd.&Youngs Ave.) � � �u Telephone:681 765-1938 Southold,NYS www.southoldtownny.gov % Z� PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Mr. Bryan Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Approval—Proposed Co-location for T-Mobile Northeast at MGH Located at 40200 Rt. 25, ±345' s/w/o Lands End Rd. & NYS Rt. 25, Orient. SCTM#1000-15-9-8.1 Zoning District: MII Dear Mr. Felton: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 11, 2019: WHEREAS, this Amended Wireless Communications Application is for a proposed T- Mobile colocation between 70'-80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are 13,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District; and WHEREAS, on September 14, 2018, Bryan Felton, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, on September 14, 2018, pursuant to §280-74A(4) of the Town Code,the Planning Board received submission of$8,500 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's Review; and WHEREAS, on October 4, 2018, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a tetter of Agreement with City S ape Consultants, Inc. to provide technical assistance to the Board in reviewing and evaluating the proposed wireless application; and T-Mobiie�Northgast �MG H EgLe 12 March 12,-2012 WHEREAS, on October 15, 2018, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on November 20, 2018, the Planning Board received a report prepared by Jonathan N. Edwards, P.E. of CityScape noting that a side yard (area), variance is at the Town's discrefion and if granted, CityScape recommends approval of the application consistent with the Structural Analysis dated January 29, 2018 with four(4) conditions; and WHEREAS, on December 20, 2018, Bryan Felton, agent to the applicant, submitted a revised site plan and construction drawings relocating the compound further from the west side yard property line, and in line with the existing ground equipment compound; WHEREAS, the revised site plan was submitted to the Zoning Board of Appeals (ZBA) requesting a side yard area variance; and WHEREAS, on January 4, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 7, 2019, the Southold Town Code Enforcement officer stated there were no open violations on the subject parcel; WHEREAS, on January 11, 2019,the Southold Town Trustees determined that the proposed equipment compound would not have any anticipated impacts to wetlands in the vicinity and doles not require a permit, and WHEREAS, on January 14, 2019, a public hearing was held by the Planning Board for the above-referenced Site Plan and held open because not all adjacent property owners were properly notified, and WHEREAS, on January 16, 2019,the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 16, 2019, the Southold Town Engineer reviewed the above- referenced application, required contact with the NYSDEC and determined the proposed project is exempt from the Southold Town LP Chapter 268, Minor Actions item (F); and WHEREAS, on January 28, 2019, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on January 28, 2019, the Town Of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project is exempt from the Southold Town LWRP Chapter 268, Minor Actions itern (F); and Eagel 3 March 12, Z019 WHEREAS, on February 5, 2019, the NYS Department of Environmental Conservation (NYSDEC) stated that the issued Tidal Wetlands Permit(1-4738-00898/00022) that expires August 25, 2021 must be revised /amended to provide for the proposed equipment compound: and WHEREAS, on February 11, 2019, a public hearing was continued and closed by the Planning Board for the above-refere:nced Site Plan; and WHEREAS, on February 26. 2019, the Zoning Board of Appeals (ZBA) granted an area variance under file#7274 with four (4) conditions,for the proposed equipment compound at less than the required: side yard setback of 25' in the Marine— 11 (M-11) zoning district.The proposed compound is provided at 7'3." Conditions: (I)Pursuant to the request by the Town of Southold Planning Bo*d, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; (2)Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact-, (3)Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E. of CityScape dated October 24, 2018; (4) Site plan approval received by the Town of Southold Planning Board; and WHEREAS, at a Work Session held on March 11, 2019, the Planning Board found that with exception of an updated NYS DEC permit and the proof of filing for Covenants & Restrictions, all applicable requirements of the Site Plan Regulations Article XXIV, §280 —Site Plan Approval of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with conditions to the Site Plan entitled "T.-Mobile Northeast LLC", prepared by John S. Stevens, P.E, dated August 14, 20,18 and last revised December 13, 20118, and authorizes the Chairman to endorse the Site Plan once the first two conditions listed below are met. Conditions. Conditions 1& 2 to be fulfilled prior to the Planning Board Chairman endorsing the site plan, and prior to building permits being issued 1. Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898100022, as required; 2. The applicant shall submit draft Covenants and Restri ) ctions (C&R'sto the Planning Board for their review and approval. Once approved, the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit T-Mobile _INorlhcast C~ltl l aAe L4 March 1_2 2019 The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound Is maintained as approved for the life of this facility; and Conditions 3 through 6 are ongoing conditions of the site. ® No exterior lights were reviewed or approved In connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must most Town Code§172 Lighting. ® All of Applicant's feed linesicables shall be installed inside the monopole structure; and S. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 6. The facility shall remain secured and protected from unauthorized personnel. Please note the following requirements in the Southold To Code relating to Site Plans, 1. No outdoor lighting was approved with this application. Any outdoor lighting at this wireless facility must be reviewed and approved by the Planning Board, and shall be shielded sot light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water n® from grading, driveways and gravel areas must be contained on site, 3. Approved Site Plans are valid for eighteen months from the date of approval, within is time all proposed work must be completed, unless the Planning Board grants an extension. 4Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior tot issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy oft Approved Site Plan is enclosed for your records. One copy will also be sent tote Building Department and the Town Engineer/Highway Department. 019 T-MobLi e Northeast MGH Ra-Re-1-5 Margh 12, 2 If you have any questions regarding the aboplease contact this office. Respectfully, D Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector,with map James Richter, Engineering Inspector, with map By signing letter, applicantr requirements and conditions, i i i 8 that must be satlsfled priori Print m CAO rat L Applicant/Agent Date: �� AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this � 4 �day of 20a, by 40200 Main LLC., Inc. with its principal offices located at c/o RWN Management LLC, 712 Fifth Avenue, FI 30, New York, NY 10019, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 40200 Main Road (a/k/a New York State Route 25), Orient, Town of Southold, County of Suffolk, State of New York, known or designated on the Suffolk County Tax Map as District 1000, Section 15, Block 9, Lot 8.1, which is more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the "Property"); and WHEREAS, the Declarant has entered into a lease agreement with several companies to operate a wireless communications facility (the "Communication Facility") on a portion of the Property, as depicted on several site plans approved by the Southold Town Planning Board; and WHEREAS, the approved site plans are on file with the Southold Town Planning Board as listed below: 1. New Cingular Wireless PCS, LLC Site Plan entitled "AT&T Orient by the Sea Restaurant", prepared by William F Collins, AIA Architects, LLP, Revision 7, last revised August 11, 2012, Planning Board approval date: 9J17/2012, 2. Verizon Wireless Site Plan entitled "Orient Point 2", prepared by WFC Architects, Planning Board approvaldate: 4/11/2017, 3. T-Mobile Northeast Site Plan entitled "Ll 1 3882D Orient AT&T Tower", prepared by I nfinigy Engineering, last revised April 25, 2019, Planning Board approval date: 3/11/19; and WHEREAS, the Planning Board found reason to require the planting and maintenance of Eastern Red Cedar evergreen trees for the purpose of visual screening of the facility to mitigate visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and WHEREAS, for and in consideration of the granting of said approvals, the Planning Board has deemed it in the best interests of the Town of Southold that the within covenants and restrictions be imposed on the property, and the Planning Board has required that this Amended Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners and lessees of said lots. NOW, THEREFORE, THIS AMENDED DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited, to wit: 1. Eastern Red Cedar Trees at 14 feet tall shall be planted at intervals of six feet on center along the entire length of the north and west sides of the Communication Facility's equipment area as shown on the aforementioned approved site plans, or, in the event of an expansion of the equipment area, as shown on future site plans; and 2. The Eastern Red Cedar Trees shall be maintained to provide contiguous screening of the Communication Facility's equipment area to the north and west; and 3. Additional evergreens may be added to accomplish the purpose of this screening, which is to mitigate any visual impacts to the adjacent New York State Park and New York State Route 25 Scenic Byway; and 4. The trees shall be kept in healthy condition. Dead or downed trees shall be replaced within six months, and 5. In the event the Communication Facility's equipment compound is expanded to the north or west, the evergreen screening shall be expanded to accomplish the purpose of screening in the same manner as described in items 1, 2 and 3 above. This Declaration replaces previous "Declaration of Covenants and Restrictions" related to the Communication Facility, and recorded against the Property in the Office of the Suffolk County Clerk as follow: the first was filed on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and the second was filed on May 9, 2017, at Liber 12913 of Conveyances, Page 217. Upon the execution and recording of this "Amended Declaration of Covenants and Restrictions" in the Office of the Suffolk County Clerk, the aforesaid prior "Declaration of Covenants and Restrictions," recorded against the Property in the Office of the Suffolk County Clerk, on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and on May 9, 2017, at Liber 12913 of Conveyances, Page 217, shall be automatically and immediately annulled, canceled, and of no further force or effect. The within Covenants and Restrictions shall run with the land in perpetuity and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. Notwithstanding the foregoing, the Covenants and Restrictions herein shall automatically terminate upon the removal of the Communication Facility's monopole and all associated base equipment and fencing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 40200 Main LLC., Inc. Signature 0, By: A4)L.2a,La (printed name and title) STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) h On this�L day of Xppembe in the year 20_, before me personally appeared known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public LPRA A,(31,0H otary 1"lbIiC,"A,rP�r qui N v'iF;rL Nn,u G, 5f q (6rnhhc'd 1x sirlf i kP f ikti�rl a, Schedule A: Metes and Bounds of the Property ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF MAIN ROAD WHICH POINT MARKS THE NORTHWESTERLY CORNER OF PREMISES HEREIN DESCRIBED AND THE NORTHEASTERLY CORNER OF LAND FORMERLY OF THE STATE OF NEW YORK; RUNNING THENCE ALONG THE SOUTHERLY SIDE OF MAIN ROAD, NORTH 87- 09' 20" 7°09' 20" EAST, 151.72 FEET TO LAND OF THE UNITED STATES GOVERNMENT; THENCE BY LAST MENTIONED LAND, SOUTH 11- 43' 20" EAST, 752 FEET TO THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY; THENCE SOUTHWESTERLY ALONG THE ORDINARY HIGH WATER MARK OF GARDINER'S BAY, THE TIE LINE OF WHICH BEARS SOUTH 39° 44' 40" WEST, 348.41 FEET TO LAND FORMERLY OF THE STATE OF NEW YORK; THENCE BY LAST MENTIONED LAND NORTH 4°40'45" WEST, 1000 FEET TO THE SOUTHERLY SIDE OF MAIN ROAD,AT THE POINT OR PLACE OF BEGINNING. u� ^p „ f. 1 f i Highlander Consultants, Inc. December 5,2019 Town of Southold Planning Department 54375 Route 25 P.O.Box 1179 Southold, NY 11971 Attn:Brian Cummings RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info: 1000-015-00-09-00-008-001 Dear Mr.Cummings, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Molbile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). Accordingly,we respectfully submit the foregoing items in preparation for building permit issuance. In furtherance of the foregoing submission please find copies of the following documents: 1. Amended Declaration of Covenants and Restrictions—signed by property owner(2)original copies; Kindly let me know if you should have any additional questions or concerns.Thank you.. Respectfully Submitted, Bryarq E.Felton Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email--bfelton@highlanderiinc.com) 155 Carleton Avenue, (East Islip, NY 11730 Phone (631) 581-8105 * Facsimile(631)581-8205 From: Bryan Felton <bfelton@hi hlanderinc.com> a...�� Sent: Wednesday, September 11, 2019 12:24 PM "rl C To: Michaelis, Jessica - Cc: Cummings, Brian A. Subject: RE: C&R's for T-Mobile Northeast @ MGH I Attachments: MGH CR 4_17_19_LL comment-Rev.3.docx 1"Ovv i'IIainri'ini3()::rd Hi Jessica Hope all is well. I wanted to be sure you are in receipt of the attached changes. Kindly let me know if you are agreeable and I will have signed. Thank you. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Bryan Felton Sent:Tuesday, August 27, 2019 12:03 PM To: 'Michaelis,Jessica'<jessicam@southoldtownny.gov> Cc: Cummings, Brian A. <brian.cummings@town.southold.ny.us> Subject: RE: C&R's for T-Mobile Northeast @ MGH Hi Jessica, Our legal team and the Landlord's legal team requested a few edits.The suggested edits will not take away from what T-Mobile is obligated to perform under the C&R. However, they needed to tweak out certain language. I hope the changes are acceptable to the Town of Southold. Upon approval I will have the document signed and recorded. Please let me know if you need anything else. Thank you for your patience in the matter. Best regards, Bryan Felton Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 mm e ton@h„i„g„hlanderinc.com Email bfel m M. Office (631) 581-8105 Cellular(631) 678-6750 Fax (631) 581-8205 From: Michaelis,Jessica [giailto.jessicarri@soutlioldtgAnny.&ov] Sent: Monday, April 29, 2019 12:02 PM To: Bryan Felton <13felton @hi hlanderinc.corn> Cc: Cummings, Brian A.<briarl,CL.,I.tb.iiiingsL@towri.southoIA:,ny.LLs> Subject: C&R's for T-Mobile Northeast @ MGH Bryan, Attached are the C&R's for T-Mobile Northeast @ MGH. Please review and either sign & file, or return with suggested edits. Thank you, Jessica Michaelis, Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: 2 AMENDED DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this day of , 2019, by 40200 Main LLC, c/o RWN Management, LLC, presently residing at 712 Fifth Avenue, 30th Floor, New York, New York 10019 hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situated on 40200 Main Road, (Route 25), Orient, New York 11937, Town of Southold, County of Suffolk, State of New York, SCTM# 1000-015-00-09-00-008-001, more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the Property); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold (hereinafter the Plannrnct Board)_for approval of an amended site plan application for a wireless communication facility co-location by T-Mobile Northeast LLQ_Lljer i0 fter TSI pbiie mated-on the Property, as shown on the site plan entitled LI13882D Orient AT&T Tower, prepared by Infinigy and last revised April 25th, 2019 (hereinafter the "Site Plan); and ERI F1 h,e Plat r�iiu�r oar l reviewed th4sthe wireless.comb.Lj_nj �f i.gra fa lit p Nucati u r dem applicable lavkrm ...nrIc..I..Lline v w,�dr � the I;�.ev�;York State Environs fr ,,l�# _1 Qualm R@vlew Act fcarjij the prQpQ,5ed T- 4V1ob0e,,qQjQ aiion_of T-Mobile wireless equipment 6 etv eery :°, 3 �� 9A an an, existnn oved . .t(. I ih c�once_alinnent 1,-)ole and (�i �1�� actc �tprrn f a � ori f:.. �t�p a ir1 9__for ass, n.e# ti ut 7c{ e �i r ernl; at the..Pr�y ,ar 0 WHEREAS, the Planning Board found reason to require the planting and maintenance�of Eastern Red Cedars for the ournose of visual screening of the facility to mitigate visual impacts to the adacnt New York. State Park and New York State Scenic B wa and WHEREAS, as a condition of granting approval of the Amended Site Plan, and pursuant to a Planning Board resolution adopted March 11, 2019, the Planning Board has required that this Amended Declaration of Covenants and Restrictions be recorded in the Suffolk County Clerk's Office; and IA11 -Ann� rd�t i t �mw eran s.arr�- n+. .b:C Sa..�^ — 4e Amt;fef a v ... ifotw .. ., . _ :r04=a, y. :. -,9Q=#=hkjb E c t ;a K . - a A� t Pla �r Ser ;, �sro faire h�tlnt+ a anf�nirtace-of F d dais- r-t - . isi the-fa ttnfy..to_R*+g to visual-.nn to the WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of said lots. NOW, THEREFORE, THIS AMENDED DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agreent 4 pt. goy tihFikl� t—1 MGb that the Property herein described shall hereafter be subject to the covenants and restrictions which are the res ons%batik of T-Mobile Northeast LLC,--as herein cited, to wit: 1. Eastern Red Cedar Trees at 14 feet tall shall be planted at intervals of six feet on center along the entire length of the north and west sides of the equipment area; 2. The Eastern Red Cedar Trees shall be maintained to provide contiguous screening of the equipment area to the north and west; 3. Additional evergreens may be added to accomplish the purpose of this screening, which is to mitigate any visual impacts to the adjacent New York State Park and New York State Scenic Byway; 4. The trees shall be kept in healthy condition. Dead or downed trees shall be replaced within six months; 5. In the event the equipment compound is expanded to the north or west, the evergreen screening shall be replanted as described above. 6. In the event the wireless communication facility is removed, these covenants will no longer be required. This Declaration replaces previous declarations. The "Declaration of Covenants and Restrictions," that was recorded against the Property in the Office of the Suffolk County Clerk, on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and, May 9, 2017, at Liber 12913 of Conveyances, Page 217, and, upon the execution and recording of this "Amended Declaration of Covenants and Restrictions" in the Office of the Suffolk County Clerk, the aforesaid prior"Declaration of Covenants and Restrictions," recorded against the Property in the Office of the Suffolk County Clerk, on September 10, 2012, at Liber 12705 of Conveyances, Page 527, and on May 9, 2017, at Liber 12913 of Conveyances, Page 217, shall be automatically and immediately annulled, canceled, and of no further force or effect. The within Covenants and Restrictions shall run with the land in perpetuity and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. Notwithstanding IFD21the for[eMoina, the Covenants and Restrictions herein shall automatically terminate upon the removal or decommissions of the wireless telecommunication facilitv monopole and baser,ii nit,. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these G^venaRtS Covenants and roS+r* s Restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the l provisions of the cvnants Covenants and roc+rs Restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of tithese oCovenants and Restrictions nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 40200 Main LLC, c/o RWN Management, LLC By: STATE OF NEW YORK ) ss. COUNTY OF SUFFOLK) On this_day of , in the year 20_, before me personally appeared known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public CSchedule A: Metes and Bounds of the suk' S!roperty Southold Town Planning Board Work Session – March 11 2019 – Page 2 Project Name azzoni Standard Subdivision Location: 500 Soundview Drive, approximately 782' to SCTM# 1000-13-2-8.2 the north of NYS Route M 25 and 256' to the east of Sound View Drive, Orient Description: This proposal is for a Standard Subdivision_..�. .e ew_. _ .. �. p p p vision of a 22.94 acre parcel into 5 lots where Lot 1 = 2.34 acres, Lot 2 = 1.78 acres, Lot 3 = 2.18 acres, Lot 4 = 0.56 acres, Lot 5 = 16.06 acres inclusive of a .97 acre right-of-way, 8.58 acres of Open Space and 6 acres of a Conservation Easement held by the Peconic Land Trust (PLT) located in the R-80 Zoning District. _ _ _�, Status Conditional Sketch A proval Action: Review Amended Preliminary Plat & Extension Request _ .. mmem ® _. ..w_. Staff Report Attachments-,,,,,,,... ....__..._ �,m..... .r ..m_ Project name: Cell Tower Colocation T Mobile at SCTM#: 1000-15-9 8.1 Orient by the Sea Location: 40200 Route 25, Orient .,., .. _. .. Description: This Amended Wireless Communications Application is for a proposed T- Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning G District. Status: Pending Action: I ..._... m ., Referral Review ------------ Attachments, m— ,_.... Attachments: Staff Report Pro'ect Name; Hound Lane RestaurantSCTM#: L1000-12-1-7.1 Location: 301 Hound Lane, Fishers Island Description: This site plan is for � ro proposed conversion of an p p p existing 2,815 sq. ft. J building into a restaurant on the first floor, the construction of a 2,329 sq ft. second story addition for two apartments (ZBA file #7237), twenty-six '4 parking spaces and an existing 280 sq. ft. accessory building to remain for dry storage all on .46 acres in the B Zoning District. The property is located at 301 Hound Lan Status: New Application - e, Fishers Island. r Attachments m Staff Report°° i Southold Planning Department Staff Report Site Plan Application Work Session —Referral Review Date March 11, 2019 Prepared By: Brian Cummings I. Application Information Project Title: T Mobile Northeast colocation at Orient MGH Applicant: T Mobile Northeast Date of Submission: December 2018 Tax Map Number: 15.-9-8.1 Project Location: 40200 NYS Rt. 25 Hamlet: Orient Zoning District: M-II II. Description of Project Type of Site Plan: Wireless colocation Acreage of Project Site: 4.7 acres Building Size equipment compound This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. 12'6" x 17' compound expansion area (213sf within 14' x 18' (252sf) lease area III. Analysis A. ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures a. Approved September 2012 site plan for AT&T/New Cingular Wireless to construct 70' monopole and associated ground equipment; b. ZBA variance #6533 granted a 7'1 side yard setback to residential property (R-400 NYS Park) for the AT&T equipment compound. c. ZBA variance #7023 granted February 16, 2017 for a 7'3" side yard setback to residential property (R-400 NYS Park) for the equipment compound expansion for Verizon with one (1) condition: d. ZBA variance #7274 granted February 26, 2019 for a 7'3" side yard setback to residential property (R-400 NYS Park) for the equipment 1 T Mobile Northeast @ MGH compound expansion for T Mobile Northeast with one (4) conditions (see analysis below); a. Landscaping: details have been provided on sheet C — 2 • Five (5) "existing relocated or new shrubbery as required" Staff: the stair access to the raised platform is located on the north side of this compound expansion; See "C&R" language below for landscape requirements; b. Exterior Signage: standard safety and access prevention signs; B. Comments from Public Hearing — none C. Referrals: NYS Department of Environmental Conservation (DEC) A modification is required to NYSDEC Permit #1-4738-00898/00022 which was issued on 8/25/2016 and expires 8/25/2021; Office of the Town Engineer • NYSDEC permit is required; • The compound drainage meet the minimum requirements for Chapter 236, Storm water Management; Fire Marshall No comments or concerns regarding the proposed project; Orient Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Local Waterfront Revitalization Program (LWRP) The proposed action is CONSISTENT with the LWRP (1/28/19); Suffolk County Planning Commission (SCPC) - exempt D. City Scape Report (Planning Board wireless consultant) 7 T Mobile Northeast @ MGH • Report prepared by Jonathan N. Edwards, P.E. of Cityscape dated October 24, 2018 • Granting the [side yard setback] variance is at the Town's discretion. Should the Town grant this setback variance, as all other technical requirements appear in order, CityScape recommends ap rova!of the application with the following conditions: i. Should the Town require the Applicant to revise the western fence edge to continue the existing fence line, landscaping should also be planted along this western edge to continue the existing plantings on that side; and, ii. All of Applicant's feed lines/cables shall be installed inside the monopole structure; iii. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; iv. The facility shall remain secured and protected from unauthorized personnel; and E. Zoning Board of Appeals (ZBA) • File # 7274 granted as applied for February 26, 2019 subject to the following conditions: i. Pursuant to the request by the Town of Southold Planning Board, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; ii. Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact; iii. Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E. of CityScape dated October 24, 2018; iv. Site plan approval received by the Town of Southold Planning Board; 3 T Mobile Northeast @ MGH F. Staff analysis: • Covenants & Restrictions were filed in 2012 (construction of site) and 2017 (pole extension and colocation) to address sufficient landscape screening of the ground equipment compound, specifically to the north and west. 0 2012 (Liber: D00012705, Page: 527): ♦ Six (6) Eastern Red Cedars to be located along the west side of the proposed equipment area, which measures approximately 36 feet in length (36' / 6'wide cedars = 6 cedars); ♦ Three (3) Eastern Red Cedars to be located along the north side of the proposed equipment area which measure 19 feet in length (19' /6' wide cedars = 3 cedars); ♦ The Eastern Red Cedars shall provide contiguous screening of the equipment area to the north and west and will be planted so that branches are touching; ♦ Additional Eastern Red Cedars may be added to accomplish the purpose of the screening which is to mitigate any visual impacts to the adjacent New York State Park and New York Scenic Byway; ♦ The landscaping shall be kept in good/healthy condition and shall be replaced should any tree(s) die at any point during the existence of the monopole and related equipment; 0 2017: (Liber: D00012913 Page:217) ♦ The following landscaping will be planted on the Property in connections with Verizon Wireless' Communication Facility, as depicted on the approved site plan; • Five (5) Eastern Red Cedar Trees will be planted along the west side of Verizon Wireless' proposed equipment area, which measures approximately 32' in length; • Four (4) Eastern Red Cedar Trees will be planted along the north side of Verizon Wireless' proposed equipment area, which measures approximately 13'-10" in length; • The Eastern Red Cedar Trees shall provide contiguous screening of Verizon Wireless' equipment area to the north and west, and will be planted so that the branches are touching; • Additional Red Cedar Trees may be added to accomplish the purpose of screening which is to mitigate any visual impacts to the adjacent New York State Park and New York State Scenic Byway; 4 T Mobile Northeast @ MGH • The landscaping shall be kept in good/healthy condition and shall be replaced should any tree(s) die at any point during the existence of Verizon Wireless' Communications Facility on the Property; Staff: To ensure adequate screening to the north and west of the compound in its newest (and any future) configuration, it is recommended that amended C&R's be filed to replace the two previous C&R's. The amendment must contain the following language: a. The following landscaping will be planted on the Property in connection with any existing or future ground equipment compound related to the Wireless Communication Facility: (1) Eastern Red Cedar Trees @ 14' tall will be planted at intervals of 6' on center along the entire length of the west side of the equipment area; (2) Eastern Red Cedar Trees @ 14' tall will be planted at intervals of 6' on center along the entire length of the north side of the equipment area; (3) The Eastern Red Cedar Trees shall be placed to provide contiguous screening of the equipment area to the north and west; (4) Additional Red Cedar Trees may be added to accomplish the purpose of screening, which is to mitigate any visual impacts to the adjacent New York State Park and New York State Scenic Byway; (5) The landscaping shall be kept in good/healthy condition and shall be replaced should any tree(s) die at any point during the existence of the Wireless Communications Facility on the Property; b. Additional language indicating this C&R replaces the previous two. • Conditions are recommended to be included in the decision for this application as follow (#'s 1 & 2 to be fulfilled prior to the Chairman endorsing the site plan) 1. Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898/00022 as required; 2. Submit draft Covenants and Restrictions (C&R's) to the Planning Board for their review and approval. Once approved, the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit. The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound is maintained as approved for the life of this facility; 5 T Mobile Northeast @ MGH 3. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. 4. All of Applicant's feed lines/cables shall be installed inside the monopole structure; 5. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; 6. The facility shall remain secured and protected from unauthorized personnel; and IV: Planning Board items to consider: A. Make a finding that, with exception of the NYSDEC permit and filing of C&R's with the Suffolk County Clerk, all site plan requirements listed in §280-133 of the Town Code have been met and the site plan application may be scheduled for determination by the Planning Board at tonight's public meeting, with conditions. B. Require the following conditions to be fulfilled prior to endorsement of the site plan: 1. Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898/00022 as required; 2. Submit draft Covenants and Restrictions (C&R's) to the Planning Board for their review and approval. Once approved, the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit. The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound is maintained as approved for the life of this facility; C. Require the following conditions to be ongoing conditions of the site plan: 3. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. 4. All of Applicant's feed lines/cables shall be installed inside the monopole structure; 6 T Mobile Northeast @ MGH 5. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; 6. The facility shall remain secured and protected from unauthorized personnel; and 7 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � �Qf Sol P.O. Box 1179 54375 State Route 25 Southold, NY 11971 ,�"�, (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov COUNTI � PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Mr. Bryan Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Approval — Proposed Co-location for T-Mobile Northeast at MGH Located at 40200 Rt. 25, ±345' slwfo Lands End Rd. & NYS Rt. 25, Orient. SCTM#1000-15-9-8.1 Zoning District: MIC Dear Mr. Felton: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 11, 2019: WHEREAS, this Amended Wireless Communications Application is for a proposed T- Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District; and WHEREAS, on September 14, 2018, Bryan Felton, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, on September 14 2018, pursuant to §280-74A(4) of the Town Code„ the Planning Board received submission of $8,500 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical. Consultant's Review; and WHEREAS, on October 4, 2018, pursuant to §280-74A(4) of the Town Code, the Planning Board entered into a Letter of Agreement with CitScape Consultants, Inc. to provide technical assistance to the Board in reviewing and evaluating the proposed wireless application; and T-Mobile NoAheastffl MGH Pae 12 March 12 2019 WHEREAS, on October 15, 2018, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, on November 20, 2018, the Planning Board received a report prepared by Jonathan N. Edwards, P.E. of CityScape noting that a side yard (area) variance is at the Town's discretion and if granted, CityScape recommends approval of the application consistent with the Structural Analysis dated January 29, 2018 with four (4) conditions; and WHEREAS, on December 20, 2018, Bryan Felton, agent to the applicant, submitted a revised site plan and construction drawings relocating the compound further from the west side yard property line, and in line with the existing ground equipment compound; WHEREAS, the revised site plan was submitted to the Zoning Board of Appeals (ZBA) requesting a side yard area variance; and WHEREAS, on January 4, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on January 7, 2019, the Southold Town Code Enforcement officer stated there were no open violations on the subject parcel; WHEREAS, on January 11, 2019, the Southold Town Trustees determined that the proposed equipment compound would not have any anticipated impacts to wetlands in the vicinity and does not require a permit; and WHEREAS, on January 14, 2019, a public hearing was held by the Planning Board for the above-referenced Site Plan and held open because not all adjacent property owners were properly notified; and WHEREAS, on January 16, 2019, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on January 16, 2019, the Southold Town Engineer reviewed the above- referenced application, required contact with the NYSDEC and determined the proposed project is exempt from the Southold Town LWRP Chapter 268, Minor Actions item (F); and WHEREAS, on January 28, 2019, the Orient Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on January 28, 2019, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project is exempt from the Southold Town LWRP Chapter 268, Minor Actions item (F); and T-Mobile Northeast MGH Pae 3 March 12, 1� WHEREAS, on February 5, 2019, the NYS Department of Environmental Conservation (NYSDEC) stated that the issued Tidal Wetlands Permit (1-4738-00898/00022) that expires August 2.5, 2021 must be revised / amended to provide for the proposed equipment compound; and WHEREAS, on February 11, 2019, a public hearing was continued and closed by the Planning Board for the above-referenced Site Plan; and WHEREAS, on February 26, 2019, the Zoning Board of Appeals (ZBA) granted an area variance under file #7274 with four (4) conditions, for the proposed equipment compound at less than the required side yard setback of 25' in the Marine — II (M-II) zoning district. The proposed compound is provided at 7'3." Conditions: (1)Pursuant to the request by the Town of Southold Planning Board, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code; (2) Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact; (3)Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards, P.E. of Cityscape dated October 24, 2018; (4) Site plan approval received by the Town of Southold Planning Board; and WHEREAS, at a Work Session held on March 11, 2019, the Planning Board found that with exception of an updated NYSDEC permit and the proof of filing for Covenants & Restrictions, all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been rnet; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is exempt from the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with conditions to the Site Plan entitled "T-Mobile Northeast LLC", prepared by John S. Stevens, RE, dated August 14, 2018 and last revised December 13, 2018, and authorizes the Chairman to endorse the Site Plan once the first two conditions listed below are met. Conditions; Conditions 1& 2 to be fulfilled prior to the Planning Board Chairman endorsing the site plan, and prior to building permits being issued 1. Submit a copy to the Planning Department of the modification to NYSDEC Permit#1-4738-00898/00022, as required; 2. The applicant shall submit draft Covenants and Restrictions (C&R's) to the Planning Board for their review and approval. Once approved, the C&R's must be filed with the Office of the Suffolk County Clerk and a receipt of the filing provided to the Planning Board prior to the issuance of the building permit. T-Mobile Northeast P MCH Pae 14 March 12, 2019 The C&R's are for the purpose of ensuring the screening vegetation around the expanded ground equipment compound is maintained as approved for the life of this facility; and Conditions 3 through 6 are ongoing conditions of the site. 3. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this area must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. 4. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and 5. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and 6. The facility shall remain secured and protected from unauthorized personnel. Please note the following requirements in the Southold Town Code relating to Site Plans: 1. No outdoor lighting was approved with this application. Any outdoor lighting at this wireless facility must be reviewed and approved by the Planning Board, and shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building (Department and the Town (Engineer/Highway Department. T-Mobile NiortheastA§ MGH Pae 15 March 12, 2019 If you have any questions regarding the above, please contact this office.. Respectfully, Donald J. Wilcenski Chairman Encl.. cc: Michael Verity, Chief Building Inspector, with map James Richter, Engineering Inspector, with map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Building Permit. Print name: , Applicant/Agent Signature: Date: BOARD MEMBERSSouthold Town Hall Leslie lanes Weisman,Chairperson .�* " ��+� � 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. "+ ~ Y 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoSouthold,NY 11971 http://southoldtownny.gov ECEIED Q, - EZONING BOARD OF APPEALS O'- ' CI 3 33�p M TOWN OF SOUTHOLD201 ` Tel.(631) 765-1809•Fax (631)765-9064 Sou old Town Cler Nar'nnung Board - - GS,,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21,2019 ZBA FILE: 7274 NAME OF APPLICANT: MGH Enterprises, Inc., T-Mobile PROPERTY LOCATION: 40200 Route 25, Orient,NY SCTM#1000-15-9-8.1 SE RA DETERMINA"T"ION; The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOI 1 COIJNTTY ADMINISTRATrVF, CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 4, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LVVRP DETERMINr"t..T1�ON: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is the coordinator's recommendation that the proposed action is recommended as CONSISTENT with the LWRP. TOWN OF SOUTHOLD PLANNIN BOARD: This application was referred for comments to the Town of Southold Planning Board. In a memo dated January 16, 2019, Members of the Planning Board expressed their support of the application with the following comments: a) Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact. b) Approval is recommended with conditions as listed in the Town's wireless technical consultant report prepared by Jonathan N. Edwards,P.E. of CityScape dated October 24, 2018. PROPERTY FAQ7 ESCRIP"1"ION: The subject property is a confonning, lot in the in the Mll Zoning,District. The parcel is improved with a one-story frame restaurant with attached deck, accessory one story and two-story buildings-,-along-with boat slips,--Tho, s Thp Pcrty mcasures._1.81.72..,feet.fronting Main.Rd. .(N:YS-Route-2 .) north, 752feet along t easterly property ..ts�tl��—_ ....... ...... line, 348.41 feet on Gardner's Bay to the south, and 1.000.1 feet ora the westerly property line, All shown on a survey prepared by Michael R. Wicks,LLS, dated December 5,2018. Page 2,February 21,2019 #7274 MGH Enterprises/T-Mobile SCTM No. 1000-15-9-8.1 BASIS—Qrl APPLICA'IJIOLN: Request for a Variance under Article X111, Section 280-56; based on an application for a. permit to collocate a wireless communications facility on the subject property at: 1) less than the code required rninimurn side yard setback of 25 feet; located, at: 40200 NYS Route 25, (Adj. to Gardeners, Bay) Orient, NY. SCTM# 1000-15-9-8.1. RELIEFRE(ILIES'I"ED: The applicant requests variance relief to install a wireless telecommunications equipment compound with a side yard setback of 7.25 feet frorn the subject property line, adjacent to an R-400 Zoned NYS State Park, where 25 feet is the minfinum permitted by code. AMJ�FJQNAL FNFQKKKL1_0N: On February 15, 2012 in ZBA #6533 the Zoning Board granted MGH Enterprises Inc/New Cingular Wireless, LLC variance relief to install a new wireless communications tower and equipment compound having a 7.1-foot side yard setback from the property line, which was subject to a condition that they return to the Zoning Board if, in future, they wish to increase the height of the monopole. On February 17, 2017 in ZBA decision #7023 the ZBA granted Verizon Wireless Communications variance relief to install a new device on the existing communications tower and to expand the footprint of the existing equipment storage area. F I N Q_1N SOF IA CT/'..] 1=A The Zoning Board of Appeals held a public hearing on this application on February 7,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property -hood, and other evidence,the Zoning Board finds the following facts to be true and and surrounding neighbot relevant and makes the following findings: I. Town Law_§267-bL3JLbJL1J._ Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The surrounding area is of mixed uses containing a marina, a restaurant, an office building and parking used by Plum Island employees, a large interstate ferry terminal with parking area, an R-400 zoned protected NYS State Park which cannot be subdivided and two large residential developments across NYS Route 25, to the north. Any detriment is mitigated by the placement of the proposed cellular equipment compound at the southernmost end of the property which is the farthest distance from existing buildings and residences in the area, Additionally dense screening exists on site and is proposed for the new equipment compound to further mitigate visual impacts. 2. Town Law 267-11)13�621'. The benefit sought by the applicant cannot be achieved by some method, - feasible for the applicant to pursue, other than an area variance. To function PrOperly, the pioposed equipment compound must be located next to the existing equipment compound which was previously granted a 7 ft. I in. side yard setback 3. Town Law ' 67-b_ 3 bJL_3 I The variance granted herein is mathematically substantial, representing 70% _§2LJL _ _ relief rorn the oode. However, the proposed eqtripment will be concealed inside a secure fenced compound area screened from the adjoining State Park area with landscaping and adjJacent, to an existing equipment compound that has had no adverse irnpact. Moreover, the colocation on the existing Monopole will improve cell coverage needed by the community and law enforcement agencies and the Town supports collocation of existing antennas, instead of creating new sites in many locations. . 4. Town Law §2()L?-_I)L3)L bA4LNo evidence: has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environine ntal conditions in the neighborhood. The applicant must cornply with Chapter 236 of the Town's Storm Water Management Code, The Page 3,February 21,2019 #7274,MGH Enterprises/T-Mobile SCTM No. 1000-15-9-8.1 adjacent property is owned by Long Island State Park Commission (Orient State Park) and has no residential structures located within the required fall zone and is the access roadway to the park with no access to the beach within the area of the monopole site. 5. Town Law 4267-b(3)(b)(5), The difficulty has been self-created.However,the original site chosen for the existing tower has not caused any physical or environmental problems for either the surrounding residential\cornmunity or tile commercial community. 6. Town Law i267- Grant of the requested relief is the rnininium action necessary and adequate to enable the applicant to enjoy the benefit of new wireless telecornm tin ica tions equipment while preserving and protecting,the character of the neighborhood and the licalth, safety and welfare of the community. RESOLUTION OE_mLHE RO&M, : In considering all of the above factors and applying the balancing test under New York ToWD Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variance as applied for, and shown on the Architectural plans prepared by John S. Stevens, P.E. of Infinigy, dated December 5, 2018, and the survey prepared byMichael K.Wicks LLS, dated December 5,2018. SUBJECT TO — a TTIONS: 1. Pursuant to the request by the Town of Southold Planning Board, proposed location and height of the telecommunications monopole must be confirmed by the Planning Board and their technical consultant as per Town Code. 2. Substantial evergreen screening must be added to the new equipment compound to the west and north sides to mitigate visual impact. 3. Compliance with all conditions listed in the Town's wireless technical consultant report prepared by Jonathan N, Edwards, P.E. of CAyScape dated October 24, 2018. 4. Site plan approval received by the Town of Southold Planning Board. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. will r ult in dela Any deviationfront the sU?`1Ty, site plan andlor architectural drawings cited in this decisioni es deltas anely'or a possible denial by the Building Deportnielil of a building permit, t-ind may require a ne-w application and public hearing before the Zoning Board qfAppeells. Atry deviationfi-oin the variance(�s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as, alterations, exlensions, 0r demolitions, are not authorized under this application when involving nonconfortnities under the zoning code. 71fis action does not authorize or condone any current or future use, setback or other feature qf the subject propertY that may violole the Zoning Code, other them such uses, setbacks evid other Jeatures as are expl-es n approvalgranted ,s4y addressed in this action. In the event that a prova is subject to conditions, the api7roval shall not be deemed cykctive until the required conditions have been met; and ftlilure to compel,,therewith will rent'ler this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in natureforan alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Page 4,February 21,2019 #7274,MGH Enterprises/T-Mobile SCTM No. 1000-15-9-8.1 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) r Leslie Kanes Weisman, Chairperson Approved for filing 9;'C/2019 OFFICE LOCATION: � __ MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor_ Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.s outholdt ownny.gov CA 0 nit PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2019 Mr. Brian Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Proposed Cell Tower Colocation T-Mobile at Orient By The Sea 40200 Route 25, Orient SCTM#1000-15-9-8.1 Dear Mr. Felton: A Public Hearing was held by the Southold Town Planning Board on Monday, February 11, 2019 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, r Donald J. Wilcenski Chairman Subs Highlander Consultants, Inc. Planning Board January 31 2019 , Town of Southold Building Department 53095 Route 25 Southold,NY 11971 Attn:Planning Department RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info:1000-015-00-09-00-008-001 Dear Heather Lanza, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). Accordingly, we respectfully submit the foregoing items in preparation of the February 111h, 2019 Public Hearing. In furtherance of the foregoing submission please find copies of the following documents: 1. Affidavit of Mailing—signed and notarized; 2. Adjacent owners:As provided by the Planning Board; 3. Mailing Package:Submitted to all adjacent owners; 4. Certified Mail Receipts and Return Receipts for the adjacent properties; 5. Master Tracker:Documenting all mailers; 6. Affidavit of Postage—signed and notarized; 7. Photographs of postage. Respectfully Submitted, r'ya E.Panora Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631) 581-8105 * Facsimile (631) 581-8205 AFFIDAVIT OF MAILING State of New York ) ss:. County of Suffolk ) Bryan Felton being duly sworn, deposes and says that he is over twenty-one years of age and works at 155 Carleton Avenue,East Islip in the State of New York;that he is a project manager at Highlander Consultants, a representative for T-Mobile Northeast LLC regarding its application to collocate its telecommunications equipment at the existing wireless telecommunications facility located at 40200 NYS Route 25 Orient,New York. On January 17th,2019,he served notice, a copy of which is attached hereto, upon the following named persons at the addresses set forth, as shown on the attached list, by mailing true copies of the same via certified mail, enclosed and properly sealed in postpaid envelopes, which she entrusted to the exclusive care and custody of the United States Postal Service within the State of New York. 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I �� SoutholdTown Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an amended Wireless Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-15-9-8.1; 3. That the property which is the subject of this application is located in the Marine II Zoning District; 4. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. The property is located at 40200 NYS Route 25, Orient; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl., Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: JessicaM southolydtownn . ov; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on blonde Februa 11 2019 at 6:00 p.m. in the.Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: MGH Enterprises Inc. Date: 1/17/19 i O �� e O a� �;ett�rie�a waaP�ar$�- ... Ir r �� 4 udnrvU�ew urt�ri Qt;: :fir Rieaur,t�a"do,vaw,:�', Car. d.. Flo 'Co a —� ❑Return pt(hardcopy) $,,.,,, 7 ❑ pt(el Ic) S A 1 1 Fostinark 0 ❑CertMed Mall Restricted Delivery $� Here 0 ❑AduREaturs Required $. I ',"}_I` Z r Sl"�^ ;.� d•..., Z, ❑Adult Signature Restricted tl�u Nary+$ I Z O M I 3C O Postage <.. C � $II,�II o r o a .t;alts i11/17/2019 � -4. $6.7ii a o cera�o c T �n N _.. n_.__._ o. 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O r dw ❑Return Receipt(electronic) FYY ed y -� CO .. „ - O $!{,111a Postmark CO cn '* O ❑Certified Mall Ra>FtMlcted DaMery $ — —�— Here t'D -` t 0 ❑Aduk Signature Required $ ° N M1 ',{,��&96 Signature Restricted Delivery S ri p C.I. �' OStag C:) -17) Totaal taostage arFrt Fees Ill!17/2[11 S' A�: • iY gtrrrA $6.711 ct r� O � E 'ane�c ¢ eCBa ILrtaxe d t„dyad ca �cro r r NO v mC to W p_.L „ _..__._.. .-__ _ ____-.,..._O ,I ,_ d A1Y1 -7 rA . • :8 0 W 1 0 II 0XA"0• r%- TOWN OF SOUTHOLD SOUTHOLD,NEW YORK fi Pr " AFFIDAVIT1 OF In the Matter of the Application of POSTING (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#1000- 1 s- 5- p'o COUNTY OF SUFFOLK) STATE OF NEW YORK) I,, 17, residing at New York,being duly sworn, depose and say that: On the day of """` ,2011 ,I personally placed the Town's Official Poster, with the date ofhe g and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way (driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven (7)days prior to the date of the subject bearing date,which bearing date was shown to be ignature) Sworn to before me this �JkDay of Lhp , 2019 , -)n Notary PublicµStatic of N 'fork No, OID06211094 f ubltc lpir �0D8f0y Commission xs2o , * near the entrance or driveway entrance of my property, as the area most visible to passerby. /i'Jlr r � rrr r r �l r n, Am"', %6r� D Y rjflti� ,r� /r /ii uir ll III , ,�or r%✓l ///r � I o/�irr r c /ol rr�r r f�P /� i art ///�, /J 1/i�6% �ialr l rd/i�j �, r � rr/ii �o ✓/a WE! P r /rr/r r vr11 r + r%�lor/ PH /a����lr 01 r Il to% �ai /iorryri/ y�/ tri l�yr /�di . /Q/ ar rio � r/i /r /lyil fq i ✓r��/ ,r� ll Pf�i / /r ///�fi r/ rla, //olr/lf � f f�i /i/yl�✓/� ri y/1 , I I M, i „I I N r, I r I wig �1 MGI �a u i r a i I I ' I —111 "ag, lit YI II NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ......RECEIVED IIII,4._.........._,,,�.__... Division of Environmental Permits,Region 1 SUNY 141 Stony Brook,50 Circle Road,Stony Brook,NY 11790 iIi0i" P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov f,wthold " own PVan nirlg Board RESPONSE TO REQUEST FOR COMMENT ON SITE PLAN January 31, 2019 Brian Cummings Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Re: Amended Site Plan for Cell Tower Colocation T-Mobile @ Orient by the Sea 40200 NYS Rt. 25 Orient, NY 11957 SCTM# 1000-15-9-8.1 Dear Mr. Cummings: Thank you for offering this Department the opportunity to review the referenced site plan. Please advise the applicant that the proposed project will require a modification to NYSDEC Permit #1-4738-00898/00022 which was issued on 8/25/16 and which expires on 8/25/2021. Sincerely, r Sherri Aicher Environmental Analyst i NEWYORK Departmentof Environmental k,YNI rti�1111419'T Conservation E I") M 4 AV'J ° II`II'� Town Nannh'ig Board ORIENT F'IRIE DISTRICT 23300 Main II R(',)ad, NHIerit, 1"�4Y 1195 631-323-24-45 - FAX 631 323-9706 January 23, 2019 Mr. Brian Cummings Planning Board Office Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea 40200 Route 25 Orient, NY 11957 Dear Mr. Cummings, The Board of Fire Commissioners has no recommendations on this application. Please send all future application requests to my attention as Secretary of the Orient Fire District. SiQc rely, Donald R. Sayre, Secretary 57777 From: Cummings, Brian A. _ .�_ _ ... Sent: Wednesday, January 16, 2019 11:49 AM RECEIVED To: Michaelis, Jessica - Subject: FW: Orient By the Sea 15-9-8.1 N 16 2 Iii 1::I 5i"xa had W t6' ....._. Planning Beard From: Fisher, Robert Sent: Wednesday, January 16, 2019 11:14 AM To: Cummings, Brian A. Subject: Orient By the Sea 15-9-8.1 Brian I have no problems with this application, Bob Robert Fisher Fire Marshal, Town of Southold (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICA TION CONFIDENTTALITYNOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is oddressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited, If you have received this transmission in error,please notify the sender immediately by e-moil and delete the original message. S d�RL, (VIi, 8L' f, Highlander Consultants, Inc. January 7,2019 Town of Southold Building Department 53095 Route 25 Southold,NY 11971 Attn:Planning Department RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info:1000-015-00-09-00-008-001 Dear Heather Lanza, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). Accordingly, we respectfully submit the foregoing items in preparation of the January 14th, 2019 Public Hearing. In furtherance of the foregoing submission please find copies of the following documents: 1. Affidavit of Mailing—signed and notarized; 2. Adjacent properties; 3. Certified Mail Receipts for the adjacent properties; 4. Receipt from USPS for certified mail/return receipts; 5. Affidavit of Posting; 6. Photograph of Posting. Respectfully Submitted, �" �eCto Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631) 581-8105 * Facsimile (631) 581-8205 i i Notice to Adjacent Property Owners Cell Tower Colocation T-Mobile at Orient By The Sea 40200 Route 25 Orient, NY SCTM#1000-15.-9-8.1 ,/1. 1000-15.-8-14,2 2. 1000-15.-9-7 3. i000®15„-9-9 .- �A . . Ciwornrnerikt 4. Park- nY { j { x u,, AFFIDAVIT OF MAILING State of New York ) ss: County of Suffolk ) Bryan Felton being duly sworn, deposes and says that he is over twenty-one years of age and works at 155 Carleton Avenue,East Islip in the State of New York;that he is a project manager at Highlander Consultants, a representative for T-Mobile Northeast LLC regarding its application to collocate its telecommunications equipment at the existing wireless telecommunications facility located at 40200 NYS Route 25 Orient, New York. On December 26, 2018, he served notice, a copy of which is attached hereto, upon the following named persons at the addresses set forth, as shown on the attached list, by mailing true copies of the same via certified mail, enclosed and properly sealed in postpaid envelopes, which she entrusted to the exclusive care and custody of the United States Postal Service within the State of New York. B ile e kon Sworn to and subscribed before me this ^day of January 2019 I, VArVUBLIC JENNIFER DONOHOE ot8rY Pobfic K S18te.of New York No, OI D06211094 stined in Suffolk county commission Expires 09108120— I f I I w r p Ml� , C ia1�.. � 01 �06, r y r i ru m r , / l ��r m //r 4 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as .., ) S" D ,Ck °1 ` . . by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing r 1 I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your ame (print) r Lure ' . a Address 1 11 bud Date J NWE 1-1u Notary mry Pub" - State Of Now York No. 01006211094 CMtM lifi d in Sulfolk County Noa b1 c PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 1/11/19 Re: Proposed Cell Tower Colocation T-Mobile at Orient by the Sea SCTM#s: 1000-15-9-8.1 Date of Public Hearing: Monday,January 14, 2019, 6:05 p.m. Total $26.80 EAST I(,k.. "Odi t Card Remi td 1.1 GREENWOOD11� AVE: $26.80.... VASF ISV....:iP (Card Name:VISA) NY (Aosount #:XXXXXXXXXXXX4485) 1.1.730.214,15 (Appfoval #;05212A) 3524250730 (Transaction #:502) 12/26/2018 (800)275-8777 4;59 PM (AID A0000000031010 Chip) ZooZ01_.V1sa Credit) . : Product (PIN: ot Required) �aale V @Ha Desrr anti oorll a1 icy Price Toxt yraur tracking number to 28777 (2USPS) to get t}re late5t $tal s. First-Class 1 _- $0.50 Sr rr�dar(~) Mr ssa�je ar�d Datej rF-,­stes may Mail aldrafy. You may a)su visit wwwrr.ps.com Letter UDPG"S 1`rarkliig or c-all 1-il00-222.1811, (Domestic) (ALBANY, NY 12210) (Weight:0 Lb 0.40 Oz) Preview your Mail (Estimated Delivery Date) Track your Packages (Friday 12/28/2018) Sign up for FREE Certified 1 $3,45 www.informeddelivery.co ( @USPS Certified Mail #) (701619700000/5923331) Return 1 $2."T5 All sales final on stamps and postage Receipt Refunds for guaranteed services only ( @USPS Return Receipt #) Thank you for Your, business (9590940225596306413691) First Class 1 $0.50 Note: Priority Mail Express refund Mail restrictions in effect for mailing Letter dates Dec. 22 - 25 (Domestic) (WASHINGTON, DC 20250) HELP US SERVE YOU BETTER (Weight;0 Lb 0.40 Oz) (Estimated Delivery Date) TELL US ABOUT YOUR RECENT (Friday 12/28/2018) POSTAL EXPERIENCE Certified 1 $3,45 (@@USPS Certified Mail #) Go to; (70161970000075923355) https://Postalexper,ience.com/Pos Return Receipt 1 $2.75 840-5117-0069-001-00015-32606-02 (W@USPS Return Receipt #) (9590940227556351456058) or scan thy­ E6T]o wi�pia First-Cl ass 1 $0.50 yore"1rs,bi 1 e devi oe Mailx xti Letter (Domestic) (BROOKLYN, NY 1.1249) (Welght;0 Lb 0.40 Oz) (Estimated Delivery Date) (Friday 12/28/2018) 6.0 Certified 1 $3,45 ( @USPS Certified Mail ) (70161970000075923348) Return 1 $2.75 or caf1 i(�(6 41t)-7420, , Receipt . (@(CUSPS Return Receipt #) YOUR OPINION COUNTS (9590940225596306413707) First-Class 1 $0,50 Mail Letter (Domestic) (FLUSHING, NY 11355) (Weight:0 Lb 0,40 02) Bill : 840-51170069-1-1532606-2 (Estimated Delivery Date) Clerk. 01 (Friday 12/28/2018) Certified 1 $3,45 (@OUSPS Certified Mail #) (70161970000075923362) Return 1 $2.75 Receipt (@ USPS Return Receipt ) (9590940227556351456065) mum IIUW muu Natl, � Qm'e$ Ilaw uu mm a0U WIC oiNN IIOU mni i Umri � �''0 a��u piiiii �uiiii aau aI�N uum I�lal> Ln r=I Ln m 177 m m M m m m re m m uTW l� lilt' "16250 „ i rll ml ....._ �_. ®.. _ m_�_� ( �„ t11C0rt�1wa91A.m ru 77, p^ ari9its�rO�aLk `p� L CLin P rw6V .til m.. C'S 8'a�aw^a loom r raaw nrXd aemwm.au,. .. 1 I r .P Nwa i� ea w aY� d,a�,� �' F ame�roV atl� owmropyA� C3 r u p q�" wd« wllaA a 4 5 5 wcl El Altar Csmr� 6mpFare , �unotuirin . N� 1 O Awl �� Am uu) bI qAM q ry �R �A mum m I I e"M"uu imm 11 Vans�mV 9 7,�u^rs¢oca J �/ AYI Aat" IF ftuup uVF�WsVfmrm'amar �' ® u u��uu�as urmpoo��� ��a t l r ay O []AdUft Sg nMUTS loqu,fired O l p � aa�u� on ......... ofim. O J re f uuV_ �m q _e F Igpwam@aolrvw 11 V�mali „F O Im 7�I tF �. i i SIJ ��`� � � X11 5U Q, �_ .. 12/26/X113 Ir id r=1 ..... �aRx�dzAuam'wa' aaa�a To�,al Postj.'�QNN and-009 2/26/2018 rq $6 70 $6.70 _n Spi To ..� �rPatrR dmi C3 air tr i� er^ Aaa r p WdArad nrrtAl l h�aA,„ aY e d,..... .„” _. _.. 4 III o m m. am aa I ' Wk w aar aI uum� � �m m m.: — �...... ITI BR%f r n ��� ..... Ln ,173�1 4 Iwa � Sretormdu �n�waa�p�ua�pt jma� �sxau-FPr�amara µ rFunrr� I_11 �Er +"i YIIIIJw�romn�llFaroa�off�d++�V,d���NFN ” gaa xA ONmn Pu' .� ,, p a udi,�O Fa sa r m ywrl r a^9 M q r� 9k q r a C3 Flat nuVM � �w� ��arla��d� p gV�rarAa�oIrI7UeAIIIIA(Nea�avarowVa� � W a�rrlayga"w'ua r ktFd�",roP�"�"ma l uj..m..�w tlibFtraa l �u A avmr Pe rs q awa&a MauuV m aeeum vaI- to 1 C3 ®C3 GcA, nna I uauu q " u I lr GscyY lBa� Iuwmw q nA q ak uB tIct�A rolF b0/8 �M1F® Ir 5j ....... Total Na5�iiAroao- .. } " _ AFez '26 2013 lr�% b 711 $6.70 zla��t TO f) rI) _.. . O C`- ['N— .................. �Vi . ....... as ,mm® _m .., u.aamaaa "� :� ,� aam • ^,rr °� m.mm � e -", mmm, mmama� ,.:. m •m w w Michael J.Domino, President ��� " �� � �� Town Hall Annex ' John M. Bredemeyer III,Vice-President q� �� �a'� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Kru ski p �`� , „ �� Telephone(631) 765-1892 Greg Williams �� r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Brian Cummings, Planner Planning Board FROM: John M. Bredemeyer III, Vice President Board of Trustees DATE: January 10, 2019 RE; Amended Site Plan for CELL TOWER COLOCATION T-MOBILE at ORIENT BY THE SEA 40200 ROUTE 25, ORIENT SCTM# 1000-15-9-8.1 Trustee President, Michael Domino asked me to review this project for you. As a result of my field inspection performed on January 9, 2019, it is apparent that there are no anticipated impacts to wetlands in the vicinity as the work proposed is entirely within the existing parking lot and landscaped lawn area. The need for additional drainage, if any, is left to the Planning Board's determination. The Board of Trustees appreciates the opportunity to review the above mentioned application. SLA - 7 a From: Baylinson, Lester r Sent: Cummings,Monday, 2019 9:40 AM ToBran A. JAN t Cc: Michaelis,Jessica; Silleck, Mary Subject: TM#1000-15.-9-8.1 ZD M II Ce11T�,,�e< Co�cca-t��'t-�o�a�e � t p.-1- Or, 'w'JL SEac� Hi Brian,There are no open violations on this parcel only the open application for variance and planning apps. Good to go 1 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,� SO& , P.O. Box 1179 54375 State Route 25 fSouthold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner 44�- Date: January 4, 2019 Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: MII The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 A\ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov � OUNT i 'L z 1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Fisher, Fire Marshall Lester Baylinson, Code Enforcement Officer From: Brian Cummings, Planner Date: January 4, 2019 Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: MII The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. To View in Laser Fiche:Planning Dept;Applications; Site Plans; Pending; 1000-15.-9-8.1 OFFICE LOCATION: '' , MAILING ADDRESS: Town Hall AnnexSOP.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY ' Telephone: 631 765-1938 www.southoldtow-rmy.gov oit PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Stormwater Manager From: Brian Cummings, Planner '}j✓.'` Date: January 4, 2019 Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Application Name: Cell Tower Colocation T-Mobile at Orient by the Sea Tax Map Number: 1000-15.-9-8.1 Location: 40200 Route 25, Orient, NY 11957 Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated:. Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated:. Site Plan Dated: 8/14/18 — rev. 12/13/18 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex oil P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov Cv PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: January 4, 2019 lq� Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: MII The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available for your convenience. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. OFFICE LOCATION: LING ADDRESS: Town Hall Annex �Q I1 P.O. Box 1179 54375 State Route 25 �"�� j ` ,, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY " Telephone: 631 765-1938 www.s outholdt ownny.gov COUNVI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, Planner Date: January 4, 2019 Re: Site Plan Application Review— Request for Comments pursuant to Southold Town Code §280-131 The purpose of this request is to seek comments from your agency, please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and Project Name: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Address: 40200 NYS Rt. 25, Orient Tax Map #: 1000-15-9-8.1 Requested Action: This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Contact Person: Brian Cummings (631) 765-1938 Southold Referral January 4, 2019 The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Enclosures: 0 Site Plan Application Form Site Plan(s) 2 OFFICE LOCATION: '"� MAILING ADDRESS: Town Hall Annex "�f P.O. Box 1179 54375 State Route 25 r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov evuNTY, PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 4, 2019 Ms. Felice Semon c/o Orient Fire District 23300 Main Road Orient, NY 11957 Re: Request for review on: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: Mil Dear Ms. Semon: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Please contact me at (631) 765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex . Z, 0, , �' , P.O. Box 1179 54375 State Route 25 �+✓ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY � N www.southoldtownny-gov Cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: January 4, 2019 Re: Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: MII The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-15.-9-8.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex Q� SJ /�� w: P.O. Box 1179 54375 Slate Route 25 � fs ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov �Z DUIVT`l, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Brian Cummings, Planner Date: January 4, 2019 �}v` Re:. Amended Site Plan for Cell Tower Colocation T-Mobile at Orient by the Sea Located at 40200 Route 25, Orient, NY 11957 SCTM#1000-15-9-8.1 Zoning District: MII The Planning Board refers this updated application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. Thank you for your cooperation. Encl: Site Plan Laserfiche: Planning, Applications, Site Plans, Pending, 1000-15.-9-8.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex yr P.O. Box 1179 54375 State Route 25 � �s Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) "' Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 21, 2019 Mr. Brian Felton Highlander Consultants, Inc. 155 Carleton Avenue East Islip, NY 11730 Re: Proposed Cell Tower Colocation T-Mobile at Orient By The Sea 40200 Route 25, Orient SCTM#1000-15-9-8.1 Dear Mr. Felton: A Public Hearing has been set by the Southold Town Planning Board for Monday, January 14, 2019 at 6:05 p.m. upon the map entitled "T-Mobile Northeast LLC, Orient AT&T Tower", prepared by John S. Stevens, P.E., dated August 14, 2018 and last revised December 13, 2018 Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green,return receipt cards before 12:00 noon on Friday, Janua 11th. The sign and the post need to be returned to the Plannin Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, V Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an amended Wireless Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-15-9-8.1; 3. That the property which is the subject of this application is located in the Marine II Zoning District; 4. This Amended Wireless Communications Application is for a proposed T-Mobile colocation between 70' - 80' a.g.l. on an approved 90 ft. high concealment pole, and the addition of a 213 sq. ft. compound for associated ground equipment and additional landscaping. There are ±3,924 sq. ft. of existing buildings including a restaurant, marina and associated accessory structures, all on 4.7 acres in the Marine II Zoning District. The property is located at 40200 NYS Route 25, Orient; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank). If you have any questions, you can call - the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website _ _ .southoldtow n v; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to. Jessica)sc uthol ltownny,gy; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on Monday,_January 14 2019 at 6.05 p.m. in the Mleet!nq Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: MGH Enterprises Inc.. Date: 12/21/18 Notice to Adjacent Property Owners Cell Tower Colocation T-Mobile at Orient By The Sea 40200 Route 25 Orient, NY SCTM#1000-15.-9-8.1 1. 1000-15.-8-14.2 2. 1000-15.-9-7 3. 1000-15.-9-9 4. 1000-39.-1-2.2 1 I ..msµ CE M J V' ✓� � d� 5 �� S N4 w ; r = „u �x o q Shy ITT ° ,� �� s 5 ti 9 �n � �, y �;'y i x.u W I! �� ��;. � �� ,�,`'✓'�'•�",y�$Ap.,.w.. �, i �i ip� alta a rc' ,� a"I x N x M1�YF IY�� AIR'Wmq y ..._ , �" M. w, � N� V � µ W y4W .......,-„... p .. .. i. '�.S u8m�'"".,•F 555 � I � � V . r ry Ing :Aw, Ilk �..6� r ,w .. " t vn v "N, 99 M , owl, r � I,MWWII Lf�.� �_ 1 f It-111"t]'[11f1 G _f .I, Tl l l HER l.. HUM� � .f.i 1 C 11_l� � ��1 Z w w � r a t � 4 rllirfi 4 � ' lil r N � P {1 �q Npy � J HID l �J �� t. s > a� 71N _,_.. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/11/19 Re: Pro osed Cell Tower Colocation T-Mobile at Orient b the Sea S CTM#s: 1000-15-9- 1 Date of Public Hearing: Monda Janarar 14 2019 6:05 .m. jub" AL I:Jf f: 2 0 H18 hander Consultants Inc. S(0 Ilfid T�� hre 19 Town of Southold Building Department 53095 Route 25 Southold,NY 11971 Attn:Planning Department RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info: 1000-015-00-09-00-008-001 Dear Heather Lanza, We are the Site Acquisition Firm for T-Mobile Northeast LLC("T-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). By way of background, kindly note that T-Mobile is licensed by the Federal Communications Commission to provide wireless communication services throughout the New York metropolitan area including the Town of Southold.The Facility will consist of three(3)small panel antennas,supporting coax cables that will run the length of the tower and one equipment platform which will be fenced in to match existing carrier installations.The Existing Tower supports wireless facilities by other carriers and, therefore,the T-Mobile co-location proposal is a modification of an existing base station. Accordingly,we respectfully submit the foregoing items to be permitted by building permit only.In furtherance of the foregoing submission please find copies of the following documents: • Site Plan Application Form; • Cost of Construction; • Fee; • Notice of Disapproval from Building Department(Township has confirmed N/A); • Applicants Affidavit; • Agent Authorization Letter; • Transactional Disclosure Letter; • LWRP Consistency Assessment Form; • Short Environmental Assessment Form; • Proof of Lot Recognition(Township has confirmed N/A); • Survey; • Site Plan. We thank you for your consideration.If you have any questions or require any additional documentation,please do not hesitate to contact me. Respectfully Submitted, Brya W Felton Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone(631) 581-8105 * Facsimile (631) 581-8205 ` I Highlander Consultants, Inc. . mmaa Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn: Planning Department RE: T-Mobile Northeast LLC 40200 Main Road, Orient, NY 11957 Assessor's Info: 1000-015-00-09-00-008-001 Dear Heather Lanza, Please accept this correspondence as confirmation that the proposed installation, as outlined in the Construction Drawings, will be completed as part of T-Mobile's installation. Moreover,the cost of the total proposed construction cost of the equipment is $125,000.00. Respectfully Submitted, d Bryan E. Felton Highlander Consultants, Inc. Office Phone: 631-581-8105 Facsimile: 631-581-8205 (by email —bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone (631) 581-8105 * Facsimile (631) 581-8205 Town of Southold CkyScape C 0 N S U 1, T A N T S , I N C Telecommunications Site Review 7050 W.Palmetto Park Road#15-652 Collocation Application Boca Raton,FL 33433-3483 Tel:877.438.2851 Fax:877.220.4593 October 24, 2018 s `� Mr. Brian Cummings l [d Planner Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Town of Southold / SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/LI13882D/Orient AT&T 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 T-Mobile Northeast LLC ("Applicant") to install (collocate) its equipment on an existing concealed slick-stick tower. The existing structure is eighty-nine (89) feet tall. The tower is located at the Orient by the Seas Marina & Restaurant, 40200 Main Road, Orient, New York, see Figure 1. Support StrUCtUl-C & It is proposed to install three (3) panel antennas and six (6) amplifiers at the seventy-five (75') level on the tower. Six (6) coaxial cables will connect this equipment to the ground compound. All of this is to be concealed within the outer walls of the structure, see Appendix, Exhibit A. Town of Southold/SCTM#1000-15-9-8.1 CIM T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower ftscape Page 2 Q.: �,b �� U u. T A N 'u° S o x1 Ground frrnparwrrcl The Applicant is proposing to extend the existing ground compound by adding a 15' X 18' fenced area. The existing fence will be extended to enclose this new area, see Appendix, Exhibit B. It is noted that the existing fence is listed as 13 feet tall. The proposed extension is shown to be 14 feet high. This may include barbed wire. Clarification should be sought to ensure the extension matches the existing in height. There will be a raised platform installed within this expanded compound to support the equipment. The platform will not extend above the fence. It is also noted the proposal does not meet the side yard setback requirement of 25', listed in the Ordinance, bulk schedule for business, office and industrial districts. The existing fence runs parallel to this property line. The proposed extension not only increases the compound by 18 feet along that parallel line, but it also intrudes into the setback by 5 feet 3 inches, thus reducing the distance to the property line. It appears from the plans that there isn't room to install landscaping along this western edge due to this 5'3" area that protrudes westward. The Applicant is proposing to relocate the existing plantings around the existing fence to the northern edge, but not the western. The Town should inquire to the Applicant if they can revise its compound plans to better continue the existing fence line and possible permitting landscaping along the western edge. This should be considered as part of the formal waiver that is needed for this further encroachment of the setback by this application. Structural Analysis The Applicant submitted a structural analysis dated, January 29, 2018 and based on ANSI/EIA/TIA-222-G, Class II, Category D. The structural analysis indicates that proposed additional will load the tower to 57.2%while the foundation will be 24.3%, sec'Appendix, Exhibit B. It is noted that this is a significant reduction in the previous analysis, which is due to revisions in the New York wind speed criteria. Also, New Cingular Wireless PCS LLC also filed an application to modify its equipment on the same tower shortly after this proposal was received. Thus, this analysis does not include those modifications. However, the New Cingular Wireless PCS LLC structural analysis does include this modification, herein. Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower cityscape Page 3 C 0 N S U LT .A N T S Wireless applications, other than new support structures are governed under the Middle- Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act) and shall be afforded streamlined processing with a qualified application. A qualified application under the Tax Relief Act cannot increase in size of the ground compound, or tower structural changes increasing the height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. The extension to the ground compound does not meet this criterion and this application needs to be heard in a public hearing. Granting the setback variance is at the Town's discretion. Should the Town grant this setback variance, as all other technical requirements appear in order, Cityscape recommends Uy?j,,r•o,f d of the application with the following conditions: 1. Should the Town require the Applicant to revise the western fence edge to continue the existing fence line, landscaping should also be planted along this western edge to continue the existing plantings on that side; and, 2. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and, 3. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife; and, 4. The facility shall remain secured and protected from unauthorized personnel. I certify that to the best of my knowledge all of the information included herein is accurate at the time of this report. CityScape is only employed by local governments and has unbiased opinions. All recommendations are based on technical merits without prejudice,according to prevailing laws and codes. Respectfully submitted, F. r, Jonathan N. Edwards, P.E. CityScape Consultants, Inc. Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower Cityscape Page C0 NI SULT ,AN 1t NC: e. DeLDrme Street Atlas USA®2009 a9kY�d'if� M4.. l 4,E e yo 4S 1 JNt P� ,w�rvau,ws.RD RD �w 5.0�4 u!'rs�rt,r ey y. �L f ut od.r �i,�C�� t fv li ,nse � fl ,0 6 wink, 06 oommi sowl ,l U 0109b .... di i`Moi a) hiui di 00 ti i k,,[Iofin PM 15 BIU"»';d d1,11,w,"mIii1p-0 Figure 1 — Site Location Town of Southold/SCTM#1000-15-9-8.1 cm T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower ityscape Page 5 a:., �� �� U iii T A P,u T S NI peilidix Town of Southold/SCTM#1000-15-9-8.1 CftyScape T-Mobile Northeast LLC/LI13882D/Orient AT&T Tower Page 6a � EAR WIC,(IIIIIIAMME10 PIAM, ��s�ud.�sisus�u^���G�su^fir (6J WAS 1/t. exam'. �I SM 7 � ILII � ryr' Vi Idol J/ MkN MI LL d �m f ��� " a���AIM a sas��a usu��°r r Ys sly " m m V Y n mM '-n„.dJ Exhibit A — Support Structure Town of Southold/SCTM#1000-15-9-8.1 T-Mobile Northeast LLC/L113882D/Orient AT&T Tower cRyscape Pagel 4:; INSUu. TAN 'rsNC ff ) PkP1f (N"7 MAPA �5 )"P'W.F-WiWwMI PK AI,'^"4.'W W Ldk"A"P';�vrtW" r W IA#AIW AI* X04CPW MY) r- x )Mas ao sla y MW p �° ���(8) of RM 'In M 7#1 TS Si• W trA MW 4wtw,M1-IVN) 7.w � 11M rM �Pd4 T . IvAi 1>, Pi'�W'.. CUD r-.M.2KE NOWYLg6d,A 4 AS UNE LTi. �: 4 ."4 � 5� ,....�' „w" ,w ".wm✓" .... : 4M,"kW4i .,bA" ' CAWM" 4I q"' ✓ P'WW"patlVAN .,... u Sul".PULT d .. p W.9�flP,W'W.'�' N y'.w Y a 6W h 4 .'M AfMM ) es ..lb c .eek P•Warr �.. � ^° h... i G�;,w„ , , k D'WPdA sP '" +P dP,.PP rco ,i" .. 4 '6aN Pae rrrrh Per C'.AMk 'M AWFR�:R!fiWM ..m ... r P i a It rW'ri¢ P A 'r-im9 rrs IV,* hT .d Am PRDN .:APB AWA79M N.... maoagv T .r `INM0,W)"I", " Exhibit B — Ground Compound Town of Southold/SCTM#1 000-15-9-8.1 T-Mobile Northeast LLC/L113882D Orient AT&T Tower cityscape Page 8 C 0 N S U k T A N 11' S N C s s% a t&t ('110 Enpfl-to"N Arld AMhAvIrTwo hains0aw411 A I St'T T o%4 Tv, Brian Daughleloy 5600 GlenlrfdgD6ve 520 Soah Mafin Saret,SuluI 2531 Aug au Ra,GA.. 30 14 2 Akron,0H 4431 $78)917-1026 Q16�927,8667 GP0v 2018723.01.48780M �;inuary 29,2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USIM 48,180 Site FA- 10107374 Site Namc EAST OMIENT POINT T..l Site W: R113882RD T-Mobile Slile Name- 06ent AT&T Tower AT&T Free ecL TMO COI(Xdlkxa 12-13.47 ANALYSIS CRITERIA. Codes: TIA-222-G,2015 MC&2016 NYSUC T3 Ulfil(3-second gust)with 0"ice 105-mph NomilvW(3-wond gust)with 0'ice 50-mph(3-second gust)with O 75'ice SITE DATA- 40200 MAn Road,Orient,NY 11957,Suffolk County Latitude 41'9'9,9'N,tongitude 726 14'38"W NUrket,NYCiNNI 69'VaWoal SteafthMonopole w/201 exterejon NA5 E)CWrah Kavvc' Gflf) k rAeawd to swbnnlil flik Rlgormm Struavn4 Andyfks Report �in dewmilne Oiw strulrhnA 4itegrity ufdw aforeirlievobnM tovwr 7he popne of What Analysii roW V5(�klvm6wl,0w mqltAjM)r of whir PowerwWii Whe exkfing aff'd propowd kmcfiriq conliguwa inn dcladed an the Ariallysis repod, Analysis Results [rrM.J'a 5tjlra,Sj l e%,M w4h f1rop(m,,ed f rpipnWnt IS 7,2% flava Fouwl,Won Ratio vu' h Profx?,wd t 24•3% PAi5 4Ve at 010 apprer fiMe thr,opf"x)rfignlity of pro,,idivig our conklinuing profvns6aal ieirvlces M avw aW AT&T Towen, 0 you havelany qipe,,64,m oir Inved furthev wslgarice uiy Oils or win ober proief pk-�)w do not he6xatp to ca�l' Re!'pe(Au"j,�'ufxnlfled' OF Ne ss All 564 Nev,York 0,093� QF A .................— Exhibit C — Structural Analysis Summary OFFICE LOCATION: r d Y � MAILING ADDRESS: Town Hall Annex �{w " P.O. Box 1179 54375 State Route 25 � '��; Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) h , Southold, NY a Telephone: 631765-1938 www.southoldtownny.gov ,F oo' PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2018 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 West Palmetto Park Road Boca Raton, FL 33433 Re, Consulting Services for Cell Tower Colocation T-Mobile @ MGH 40200 Route 25, Orient SCTM#1000-15-9-8.1 Zoning District: MII Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order#32170, $8,500.00, with amount not to be exceeded. Any work beyond this amount must be authorized in writing prior to being started. Also enclosed for your convenience is a Southold Town Voucher Form for your use with each invoice submitted to this department. The application materials can be viewed by following these directions: 1. Go to the Town of Southold website www,southoldtownn ov; 2. Click on Town Records/Weblink/Laserfiche Icon; 3. Click on the Planning Department folder; 4. Click on Site Plans; 5. Click on Pre-Submission; 6. Click on the SCTM# (tax map#) of the application, 1000-15-9-8.1 If you have any questions, please contact me directly at 631-765-1938 between 8:00 a.m. and 4:00 p.m. Sincerely, Brian Cummings, Planner Encls. isub� 1 e__>j_N_L ( Tr W_ I xI ,s,' �I.Itlt�tiS�atwP Highlander Consultants, Inc. `A�n' I> Town of Southold Building Department 53095 Route 25 Southold,NY 11971 Attn:Building Department RE: T-Mobile Northeast LLC 40200 Main Road,Orient,NY 11957 Assessor's Info:1000-015-00-09-00-008-001 Dear Building Department, We are the Site Acquisition Firm for T-Mobile Northeast LLC("r-Mobile").T-Mobile is seeking permission to co-locate a wireless telecommunications facility ("Facility") on an existing telecommunications tower ("Existing Tower") located at the above referenced property("Property"). By way of background, kindly note that T-Mobile is licensed by the Federal Communications Commission to provide wireless communication services throughout the New York metropolitan area including the Town of Southampton.The Facility will consist of three(3)small panel antennas,supporting coax cables that will run the length of the tower and one equipment platform which will be fenced in to match existing carrier installations.The Existing Tower supports wireless facilities by other carriers and,therefore,the T-Mobile co-location proposal is a modification of an existing base station. Accordingly,we respectfully submit the foregoing items to be permitted by building permit only.In furtherance of the foregoing,I have enclosed a check in the amount of$200.00 representing the non-refundable fee for Building Permit Application submission together with copies of the following documents: 1. Building Permit Application Form—Two(2)Copies; 2. Escrow Fee in amount of$8,500.00 made payable to the Town of Southold; 3. Contractor's Certificate of Insurance naming the Town of Southold as certificate holder; 4. Building Permit Application fee in amount of$200.00 made payable to Town of Southold; S. Four(4)copies of the Structural Analysis;and 6. Four(4)Original S&S Construction Plans. We thank you for your consideration.If you have any questions or require any additional documentation,please do not hesitate to contact me. Respectfully Submitted, Bryan E.Felton Highlander Consultants,Inc. Office Phone:631-581-8105 Facsimile:631-581-8205 (by email—bfelton@highlanderinc.com) 155 Carleton Avenue, East Islip, NY 11730 Phone(631) 581-8105 * Facsimile(631)581-8205 SOUTOLD PLANNING BOARD SITE PLAN APPLICATION FORM 2, 0 201 Site Plan Name and Location tx �s' iru ° Site Plan Name: L113882D; Orient AT&T Tower Application Date: Suffolk County Tax Map#1000-015.00- 09.00 -008.001 Other SCTM#s Street Address: 40200 Main Road, Orient, NY 11957 Hamlet: Distance to nearest intersection: NY Type of Site Plan: X New Amended Residential Zoning District MII Owners/Agent Contact Information Please list name„ inailing,address, and ie number or the eco kVl�� below: Property Owner MGH Enterprises Inc. Street PO Box 333 City Orient State NY Zip 11957 Home Telephone 631-926-3736 Other Applicant T-Mobile Northeast, LLC Street 3500 Sunrise Highway City Great River State NY Zip 11739 Home Telephone (631)581-8105 Other Applicant's Agent or Representative. Contact Person(s)* Highlander Consultants- Bryan Felton Street 155 Carleton Avenue City East Islip State Zip ip 11730 Office Telephone (631)581-8105 Other Fax: (631) 581-8205 *Unless otherwise requested, correspondence will be sent only to the contact person noted here Site Plan Application Form 2/18/2010 Site Data Proposed construction type: New X Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 4.55 _ac./sq. ft. Site Plan build-out acreage or square footage: ac./sq. ft. Is there an o existing g r proposed Sale of Development Rights on the property? Yes No X If yes, explain, Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y_N X If"yes", explain(and attach any necessary documentation–title report, subdivision approval, etc.) N/A Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes-- No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:.MII, Marina, Telecommunications List all proposed propertyuses:—.No change Other accessory uses:_— ........ ......... ...... ..._... _. Existing lot coverage: �% Proposed lot coverage: % gstructure(s),, sq. ft. Gross floor area of proposed structure(s) Gross floor area of existing No change-N/A I' No Parking Space Data: #of existing spaces:_#of proposed spaces: Loading Berth: Yes =Landscaping Details: Existing landscape coverage. % Proposed landscape coverage° % Wetlands: Is this property within 500' of a wetland area? Yes X No Maybe I, the undersigned, certify that all the above information is true. Signature of Preparers _ Date,- 2 ate:2 Site Plan Application Form 2/18112010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Chels4Aff S C �� m �wwwm �bei��g duly sworn, deposes and says that he r S�•� �tt � 4' ...... in the W o kS =A44es at 3 Sa _ W State of New York, and that he is the ' r of property located at �. —.a or that he is the of the (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the alp l of the Planning Board; and that the actual physical improvements will be installed it cr ice ith the plan as approved by the Planning Board. Sigiled 'Teoun? Signed.......... (Partner or Corporate Officer and Title) Sworn to me this day of NM'T... "n No J�irPu it') M tar11tr1ry pww1grdc a C 1�"7d1��1C��". a tlr1V r8 1 r pd fW k a a11E �arrrs�pr 'Smart Owner authorization of an applicant I, Robert Haase, owner of the property identified as SCTM# 1000-015-00-09-00-008-001 in 40200 Main Road, Orient,NY 11957-1130, hereby authorize T-Mobile Northeast, LLC to apply for a site plan on our property and hire any agents necessary to complete the work involved in the subdivision/site plan application process with the Southold Planning Board. Signature: IA— Sworn before me this , day of 2013"1'-- [Notary 0 , w[Notary Stamp] 44, ' ROBERT I S (T'X", 'R. Notary Public, Statra09 New York Qualified in S11.1#61k County No.01 SC 7 2 5089 Term Expires d' y; 1, Southold Planning Department Applicant Transactional Disclosure Form The Town ofSoudznld`oCode of Ethics prohibits conflicts ofinterest oothe part oftown officers and employees. The purpose of this fboo is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: «�k + C La``,First,middle initial unless you are applying in the name ofsomeone else or other entity, such asucompany. Ifs« indicate the other person's orcompany's name. Nature ofApplication: (Check all that apply) Subdivision orRe-subdivision Site Plan Other(Please name other activity) DnYou personally(or through your company,mpuuoe,mib|ing,parent or child)have ure|atiwnabip with any officer or employee of the Town ofSouthold? "Relationship includes by blood,marriage orbusiness interest. "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Ycu___�o_�� I[you answered^^Yoa"complete the balance o[this form and date and sign where indicated. Name o[the person employed bythe Town nfSouthold Title orposition ofthat person ___ _ _ Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line through D and/or describe inthe space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): ____ /k.the owner oCgreater than 5Y4of the shares of the corporate stock of the applicant(when the applicant isaoorpomuioo); B.the|mgo|or beneficial owner o[any interest in anoncnqmrate entity(when the applicant is not aunqmnuion); ___ C.anofficer,director,partner oremployee o[the applicant;or ____ D.the actual applicant Description ofRelationship: ................. Submitted this�m� duyo"W/201% ~ � Print Name -^ jE_wN`FEJ� u)0N0wueyorx, Disclosure Form ww' "^~~��v�cwm�y � � v�n«� 'nSr,m Town of Southold LWRP CONSISTENCY NCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2_ Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. raroposerl,.,,.action will be evaluated as to its_ significant beneficial and,.adverse e[Tect ..0 on the coastal r ea (which includes all of Southold Town}, 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail, listing both sup ortin2 and non- sul)porting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not beundertaken:. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 15 _ 09.00 _ 008.001 PROJECT NAME T-Mobile Site name: Orient AT&T Tower; T-Mobile Site ID number: L113882D The Application has been submitted to(check appropriate response): Town Board ❑ Planning BoardX❑ Building Dept. ❑ Board of Trustees El 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: X Nature and extent of action: Applicant proposes to collocate on existing telecommunications facility by installing antennas and ground related equipment as per plans submitted herewith. Location of action: 40200 Main Road, Orient, NY 11957 Site acreage: 4.55 Present land use; MII (Marina); Telecommunications Facility Present zoning classification: Mil _ ----,m,-- , 2e If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: T-Mobile Northeast, LLC C/O Highlander Consultants (b) Mailing address: 155 Carleton Avenue, East Islip, NY 11730 (c) Telephone number: Area Code( )_631-581.78105 (d) Application number, if any:__ Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes El No X If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POt.JCY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes 0 No X Not Applicable Att .. ry ach additional sheets if necessa Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria El Yes 1:1 No E Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No N Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria El Yes 1:1No Z Not Applicable --- Xiia.cE additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 1: 1 Yes El No rx]Not Applicable .........._. ..... ... ........ ........ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [:] No F Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes 1:1No E Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria., Yes No U�1 Not Applicable ... .......... Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes D No FX Not Applicable .................... ...................... ...... ................................................. ............................ .......... ...... ......... ......... ... Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No Z Not Applicable ............. .... ............... --- Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section M—Policies; Pages 62 through 65 for evaluation criteria. 1-1 x Yes El No Not Applicable ........... .......... ................. ................ .............................................................. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M—Policies; Pages 65 through 68 for evaluation criteria. F1 Yes [:1 No El Not Applicable ........... ........................ ........ ......... ....... .................. ................ PREPARED By Bryan Felton TITLE Project Manager DATE 11/26/2018 Amended on 811105 TOWN OF SOUTHOLD lot I 4 , Purchase Order# 0.�.............................. � "'� Date —, .1_� 11: Account "1.. FeDn iver and send billing to: Vendor partment ( Y1 l rte , C)"CS-Z) Address _ VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITYDESCRIPTION IT COT TOTAL a THIS PURCHASE ORDER IS NOT VALID WITHOUT Tlh-IIE SIGNATURES OF THE DEPT, HEAD AND TME SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THS rrf30 RIATION CHARGED . ... .............. Dept. ad I CERTIFY THIS TO BE A JUST AND TRUE PU' MASE ORDER _ ..........................................m..__......._ Supervisor 0 G CD CD = O rL CL 0 W 0 0 CD CD :L) 0 CD CD m:3 ea CD CD C4 m CL Fr O Z CD 74 X 0 03 -4 Q 0 CL CL CD CD n (D 0 46 CD X CD X 0 0 art) CL CD 0 CD 10 CD UQ n 0 & Ila a. cl) IRD' n 0= U)CD (D rJa 0 cr o C, CD' to CD CD IRD CD 0 CD rr ca CD 0 CL CD CL CD 1=1 UQ CD co, CD CD = n CL cr O CL ca Cn CD New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 270807207 - limb MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 2-108505-5-[--85-4182 08802/2018 ZO 08L02(2Qt9 07816/201 THIS-IS TO-CERTIFYTHAT THE-POL-IC-YHOLDER-NAMED-ABOVEAS-INSURED-WITH THE-NEW YORK-STATE-INSURANGE 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 WEBSITE AT HTTPS://WWW.NYSIF.COM/CER`T/ 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 SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION 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 UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 503679501 imill000000000000606225355811gl fl Form WC-CERT-NOPRINT Vetmau 2(021292016)[WC Pohcy-210850551 - U-263 91 [00000000000060825358II0001-000021085055H#MII14924.02IICeh_NoP-CERT 1101-000011 �1 COMCCON-01 KELLYM '4C®R®p CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 08/01/2018 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 CONTACT Darleen Asianis,Ext.161 NAME- Millennium Alliance Group,LLC PHONE FAX 534 Broadhollow Rd. (A/c,No,E:t (516)496-8004 ac,No.(631)768-1342 Ste.103 EDA IL Melville,NY 11747 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:State National Insurance Co. 12831 INSURED INSURER B:Merchants Preferred Insurance Company 12901 Comcell Construction Corp INSURER c:RSUI Indemnity Insurance Company 22314 1373 Lincoln Avenue INSURER D•Endurance American Insurance Co. 10641 Holbrook,NY 11741 INSURER E:Markel Insurance Co. 138970 INSURER F COVERAGES 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 NOTWITHSTANDING 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. INSR 1TRTYPE OF INSURANCE ADDL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X OMMERCIALGENERAL LIABI EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE r X1 OCCUR X PS11800082 07/08/2018 07/08/2019 °AmEA,GETEn $ 50,000 MED EXP(Anyoneperson) 5,000 PERSONAL 8 ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 -POLICY-� IECT—�-LOC-- PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER POLICY AGGREGAT S 5,000,000 B AUTOMOBILE LIABILITY EOMBINdED SINGLE LIMIT ent $ 1,000,000 X ANY AUTO CAP1052866 08/23/2018 08/23/2019 BODILY INJURY Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident X AUTOS ONLY X AUTOS ONLY PROPERTY AMAGE Peracadent CUMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 X EXCESSLIAB CLAIMS-MADE NHAO83545 07/0812018 07/08/2019 AGGREGATE $ 5,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ E L EACH ACCIDENT $ FFICER/MEMBER EXCLUDED? N/A Mandatory In NH) E L DISEASE-EA EMPLOYE $ If es.describe under DESCRIPTION OF OPERATIONS below E L--AAQ'-PQ--rY LIMIT D Excess Liab. EXC30000402401 07/08/2018 07/08/2019 Per OccJ Per Agg. 51000,000 E Pollution Liability 18CPLONE60312 02/17/2018 02/17/2019 $1,000,00012,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9114117-9/14118$250,000 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy##12MSJE3032 9114117-9114118$1,000,000 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 Townof Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE (Q,Wa. - ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD at&t; "Ak GPD Engineering,and,Ar`chitecture Piofessional Corporation AT&T Towers Brian Daugherty 5600 Glenridge Drive 520 South Main Street, Suite 2531 Atlanta,GA. 30342 Akron, OH 44311 (678) 917-1026 (216) 927-8687 bdaugherty@gpdgroup.com GPD#2018723.01.48780.04 January 29,2018 RIGOROUS STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 48780 Site FA: 10107374 Site Name: EAST ORIENT POINT T-Mobile Site#: L113882D T-Mobile Site Name: Orient AT&T Tower AT&T Project: TMO Colocation 12-13-17 ANALYSIS CRITERIA: Codes: TIA-222-G,2015 IBC&2016 NYSUC 136-mph Ultimate(3-second gust)with 0" ice 105-mph Nominal(3-second gust)with 0" ice 50-mph(3-second gust)with 0.75" ice SITE DATA: 40200 Main Road,Orient, NY 11957,Suffolk County Latitude 410 9'9.9" N, Longitude 721 14' 38" W Market: NYC/NN) 69'Valmont Stealth Monopole w/20' extension Ms. Deborah Krenc, GPD is pleased to submit this Rigorous Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 57.2% Pass Foundation Ratio with Proposed Equipment: 24.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and AT&T Towers. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, OF NEiaY f 7 LU z Christopher J. Scheks, P.E. t� 'r4 7$XX' lfRs.2...ti^1 S�tom. New York#:093566-1SAN 64 miE't-31M OF A ME = 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101 .www.GPDGroup.com GPD Engineering and Architecture Professional Corporation 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID•48780 SUMMARY&RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by T-Mobile to AT&T Towers. This report was commissioned by Ms. Deborah Krenc of AT&T Towers. This analysis has been performed in accordance with the 2016 NYSUC based upon an ultimate 3-second gust wind speed of 136 mph converted to a nominal 3-second gust wind speed of 105 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category D and Risk Category II were used in this analysis. Modifications by GPD (Project#: 2015723.01.48780.02, dated 1/29/2018), have been installed and were considered in this analysis. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. TOWER SUMMARY AND RESULTS ."'h„ct. - H2 F i .' Ls{}y,z `L x y,i n, a;i R, x a `. a � �, 4 3 r ,.r's„`S'°,Fn MemberE- R`t� � ,� ,< , ��-��� E s' Capacity Sfi�,-�- � r r '� `'; Results<=�,�:-�`M„k�, �; ,ktLtcw .�3�"Y�_�, r=sx :'i`e.1YTi,1,�3:ai. .�",; e.^a'.5�.^,;£,'y:- f-i`°:.t',�.c.,< -_§ ?: reit:�y"•_n-.,'d.``h:�.y� Monopole 33.6% Pass Flange Bolts 57.2% Pass Flange Plates 49.9% Pass Anchor Rods 45.0% Pass Base Plate 22.8% Pass Foundation 24.3% Pass ANALYSIS METHOD tnxTower(Version 7.0.7.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, wind, and ice load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED 'a x*': -' ^:'fir"-`r,+ nw,*.. ,+F_. - „e,- 'i•;,��. .+r'a::.a,...r,°: - w,-r-.., -:¢; a.., :,f - - -^1--.- ;:'h,�,...-- -;'i„..'v, "5f=• -- -s^, _ - -F"':�«.:4'«..�. Vit. ,y�i._ .,.�.,.;., 'i-°,`;.,.K_'-'; - °,4si..-' �'k'; •s'rry n`ti;" '^,_ �8;`K:•'::�4-wis„r _ti,s^ws `.moi e,'o y�.'t.•;w:�:aw`a,Y'-...1%`a;, r;ir.,,4,,-t'•-- - 3�1F•�}.:'iv - - .f, 4:, :, iY '.,,7ra;:,s, .4.;,,q -•' -v,sq-£a. --�:e,” N't<f,,,: fs �.''�-: z•ar:, ^.vil+ ocument,'r,.. : . +:,.. .,W _+Source`: -�:il i ;v`, ,i,. „., "i, r`_- ,;,. ,` ..a- ..r,d. ,.;_ •`t` -..c^'Fi*`, xf+ '�1.: s-`Y..�;��i•u'xi:,='� Site Lease Application T-Mobile Colocation Application,dated 11/29/2017 AT&T Tower Design Valmont Order#:209586,dated 2/4/2014 AT&T Foundation Design Valmont DWG #:209586FP,dated 2/4/2014 AT&T Geotechnical Report MC Project#:07000808A-G151,dated 7/27/2010 AT&T Previous Structural Analysis GPD Project#: 2015723.01.48780.02,dated 2/26/2015 AT&T Modification Drawings GPD Project#: 2015723.01.48780.02,dated 2/26/2015 AT&T Post Modification Inspection GPD Project#: 2015707.44,dated 8/16/2017 1 AT&T 1/29/2018 Page 2 of 4 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower shaft sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable,are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and.connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to ±5' ACL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing AT&T loading was obtained from previous structural analysis by GPD (Project #: 2015723.01.48780.02, dated 2/26/2015), the provided colocation application and site photos and is assumed to be accurate. 12. The proposed coax shall be run internal to the monopole in order for the analysis to be valid. If any of these assumptions are not valid or have been made in error,this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 1/29/2018 Page 3 of 4 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is, not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated,erected, maintained, in good condition,twist free,and plumb. The engineering services rendered by GPD in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time-domain based fatigue analysis. GPD does not analyze the fabrication of the structure(including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit,,and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the tower. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 1/29/2018 Page 4 of 4 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX A Tower Analysis Summary Form 1/29/2018 Tower Analysis Summary Form General Imo Sne Name EAsr ORIENT POINT The information contained In this summary report is not to be used Sde Number 48700 FANumbel 1o1on7a Independently from the PE stamped tower analysis. Dale of Anal is I 1292010 lCompany Performing Aradvsis I GPD Tower Info Description Data Design Ponansters Ana aResuas I%Maximum Users) Tower Type(G,SST,MP) MP TIA-222-G,2015 IBC 62016 En/srin Reserved+FUWras Proposed CondlllCn Tower He ht la of steel AGL 69 wl2a erienslan Design Ga0e Used NYSUC Tower% 5T 2% Tower ManNenurer Vaimont Location of Tower ,Store SUNolk,NY Base% 450% Tower Model we Bast.Word Speed(mph) 105(3-,—nd goat) Foundation%) 247,5 Tower Des n Valmont Order 209586 2142014 IW Thiokne59 in 075 FouMatlon Vate7 I Yes Faurvid-Design Valmont DWG0209586FP 11252013 swaure classirgahon p,n,nq II Geoledl Report MC Project d 07000808A-051 727/1010 Expowre Category(B,C,D) 0 Tower Mapping ma To he Cat tta t Previous SbucOnal Analysis GPD Project F 2015723.01 48780 02 226'2015 Modification Drawin s GPD Pra sct A 2015723 01 48780.02 226'2015 Steel Yleltl Strepath kal Pde 46165 Moddicatlons by GPD(Project P 2015723 0148780 02,listed 2(2612015),have Baae Plate 50 been installed and were considered In this analysis Atchal Rods 75 EdsUng I Reserved Loading �rrr-^a,-t,•••..�aa�.,:_:,.>�,�: rsra>"�<�an.<,•s;,:.,,rr,�..rc�'"+I v.nmemaa'<.;.^..x.gty rrr'l;.Mnr,.a-r,+�-�v,�,tt,<,+>•s.�a,x+c ,�s _ um _ ransmrsswn ne AmennaOwner HM.M hl Antenna CL(U) QuaMiA• Type Manulecbrer Model 'Anmutlt mmlNy Manu/xWm Type Qtmn0ry Madel Size ImA.TmltE4lemal Verimn 87 87 3 Pairel Arehenol GWWX063X25G00 3421102222 Within"earth shroud 12 Unknown 7It internal Varbon 87 87 6 01 ver RFS FD9136004HC 31. Within stealth shroud AT&T Mobility 67 67 3 Petrel Powazwave P65.15.XLH RR 011201240 Within stealth shroud 6 Unk-.n TV Inramol AT&T Mobil! 67 67 6 TAW Andrew ErDSIgHS12UB Within stealth shroud AT&T Mobild 57 57 3 Panel Andrew DBXLH-6565A-R2M 01120240 Within stealth shroud 6 Unknown Vlr" !normal AT&T MoblllW 57 57 6 ITMA Powerweve TTAW-078Pi114101 Within stealth shroud Note AU mining loading 0311 rarnant Proposed Leading yi.!ztd:mor..yYl 'All"Amenna'�'e4-at,Lllgg A+L x�-..Y R'r ;:13•i':T:Y:�.Je.:�6•.�r•:'-`- Mount Transmission Line AmennaOwner M°urd AmemtaCL(U) GuanOty Type Merefice as, Motlel Arrmu0l�; Guanlrry Manutarlurer Type OusntM Madel S¢e A �� Hsgm(0) Imernayucinal T Mobile 75 75 3 Pscal RFS APXVFWWI2X-C-NA20 301150."170 Within steaahshroud 18 Unknown 7i8" Internal T-Mabim 75 75 6 !AIA Commscape ETT19V2S12UB Wl hill stealth shroud Note The proposed leading shall Wmaddtb.totheremwnmgesabng .reg dbaring Nota The proposed ooaX shall be installed Wemal to the monopole in older for the analysts to be valid FuturoLoatlin 77!,:„'.tt z, `7:lupi:pt>+5-,:eKrn7 s 1, ,Y-,AmaMa ?*`i Y:^✓'-••_zG.3f,..":,tR'.•:_>..- ,q.1;+"',1.y_ •` w>'1-2•>•-, Mount Tranermasen Line Ard..Owner Hrht(U) ArdennaCL(U) Quantity Type Monte.— Model *Anmu81 austral Marmiacbrer Type Wanbry Motlal &be ImerneUEdet egm( 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX B tnxTower Output File 1/29/2018 tnxTower Job 48780 EAST ORIENT POINT Page 1 of 4 GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone.-(330)572-2100 AT&T mrisley FAX:(330)572-2101 T' ­Jowe 1np'0tD, t There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 105 mph. Structure Class H. Exposure Category D. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. _Uh6/Und'k,A0,PU'rt6n andpt--�_Entdr' 0,d AtArek a," Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg ft k LDF5-50A(7/8 FOAM) A No Inside Pole 87.00-8.00 12 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 I"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) B No Inside Pole 75.00-8.00 18 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 1"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) C No Inside Pole 57.00-8.00 12 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 I"Ice 0.00 0.000 LDF5-50A(7/8 FOAM) C No Inside Pole 67.00-57.00 6 No Ice 0.00 0.000 1/2"Ice 0.00 0.000 1"Ice 0.00 0.000 . . tnxTower Job 48780 EAST ORIENT POINT Page 2 of 4 GPD Project Date 520 SouthMain Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone.(330)572-2100 AT&T mrisley Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft " ft ft, ft, K ft CWWX063X25GOO w/ A From Leg 0.50 -18.000 87.00 No Ice 0.00 0.00 0.067 Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.153 xv o From Leg 0.50 '18.00ozoo No Ice ouo ouo 0u67 Mount Pipe 0.000 1/2"Ice ouo ouo 0.153 0.000 rm^ 0.00 0.00 0.2*9 CvmnXoouXcumonv c From Leg 0.50 'mmm 87u0 No Ice o/m 0.00 0u07 Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.153 ouoo r'Ice 0.00 ouo 0.249 CQpopm000wzcuc a From Lem 0.50 ouoo 87.00 No Ice 0.00 ouo 0.003 ouno 1/2"Ice ouo ouo 0.005 0.000 rue 0.00 0.00 ouoo (2)po9n6004/1C-3L o From Leg 0.50 ouoo 87.00 No Ice ouo 0.00 ouoy 0000 1/2"Ice 0.00 ouo 0.005 ouoo rue 0.00 0.00 0.008 (2)oD9R6004/1c-3L o From Leg 0.50 ouoo 87u0 No Ice ouo ouo oum 0.000 1x2'mo ozw ouo ouou 0.000 1"Ice 0.00 uuo n000 ^PzvFamv12X-c-NA20"v A From Leg 0.50 30.000 75.00 No Ice 0.00 ouo ouoz Mount Pipe ' 0.000 1/2"Ice 0.00 o»o 0.111 . O»oo rmv ouo ozm 0.167 w/ o From Leg um 30.000 75.00 No Ice mm mm 0.062 Mount Pipe 0.000 1/2"Ice ouo 000 0.111 0.000 r'uc 0.00 0.00 0.1*7 ApXvpvvW12X-C-mx20~/ c evm,um 0.50 u0000 75z0 No Ice 0.00 o/m ouo Mount Pipe 0.000 1/2"Ice 0.00 0.00 0.111 ouoo rmv ouo 0.00 0.167 (2)sIT19V2Sl2UB a From Leg 0.50 0.000 75.00 No Ice mm mm uom � 0.00urue 0.00 ouo 0.019 0.000 r'mv o/m ozw ouz (2)szT19v2m12oo o From Leg 0.50 ouoo rzoo No Ice ouo 0.00 0o/4 0.000 1/2"Ice 0.00 ozm oum 0.000 1"Ice 0.00 0.00 ouz (2)azFev2m1eno c From Leg 0.50 ouoo 75.00 No Ice 0.00 0.00 0»14 0.000 1/r'mc oxo ouo oum 0.000 r'm* 0.00 ouo 0u25 Pa5-o-XLH-oopvMount A From Leg 0.50 0.000 *7.00 mvk* 0.00 ouo 0u57 Pipe ouoo 1/2"Ice ouo 0.00 0.103 0.000 1"Ice oxw ouo 0.155 eu'15-XLH-mo"wMount n From Leg 0.50 0.000 orzw No Ice ouo 0.00 0u57 Pipe ouo 1/2"Ice ouo ozw 0.103 0.000 rm* 0.00 ouo 0.155 poyo-XLH-monvMount m From Leg 0.50 ouoo *7u0 mxkv 0.00 o/m 0u57 Pipe 0.000 /xr'mr 0.00 ozm 0.103 0.000 r'ue Ouo o/m 0.155 L' �)--��19HS 12UB a From Leg 0.50 0.000 67u0 No Ice mm mm uom 0.000 /xc'ue 0.00 oxm 0.027 ouoo 1"Ice ouw ozm ouaw C2)axD819su12mm a From Leg 0.50 ouoo 67.00 No Ice oxw nuo oum 0.000 1/2'ue ouw ouo 0u27 0.000 r'u= 0.00 ouo ozmo (2)azo81*su12no o From Leg 0.50 ouoo 67.00 No Ice 0.00 ouo 0.01* 0.000 1/2"Ice ozw ouo 0oe7 ouoo rue ouo ouo ooso O5L8 000'0 960'0 Z£Z£'0 6£ 4Pno'I r27smo 00'6Z adid 17£I8 000'0 98Z'0 i7LL9'I 6£ 7unom/m WZII-V9999-H'IxsU 00'L9 Z66L 000'0 SO£'0 9O1L'I 6£ £PEollMSTMD 00'69 Z169 000'0 68£'0 O50£'Z 6£ odld Iu-N/m WE-H'IX-9I-99d 00'L9 6969 000'0 804'0 SOLb'Z 6£ ZPEo'I Mgspno 00'69 adid 99£6 000'0 SWO bL00'£ 6£ IunOW/m 0ZVN-3-XZIMMdAXdV 00'9L SZZ9Z 000'0 98b'0 OOOZ'b 6£ adid I-oW/m OOJSZX£90XMMD 00'L8 SZZ9Z 000'0 68VO 9SOb'17 6£ 1PEo'I12lsni Z) 00'68 if 0 o ut quioj if aimmuno pn07 fo smim Almy ilil uoUoal(aQ •AOD aounualrnddy uopnnald - purM eMAJOS -'6aJ%enano•,;o snipes:put 9bT'Z 00'09 00'09 231'IT 178L'I O9'89 O9'89 aoI„Z/T 1£4'1 O9'8Z O9'8Z aoI ON 00 6Z 000'0 auoN D bpeo-I.1alstueZ) LbS I 00'08 00'08 301.1 990'I 00'8L 00'8L 93I2/1 ti69'0 00'8£ 00'8£ aaI ON 00'69 0000 auoN 0 OEM ialsiueD LLO'1 00'09 00'09 031,11 9IL'0 O9'89 O9'89 aaI„M £9£'0 O9'8Z O9'8Z aaI ON 00'69 000'0 auoN D Zpeo-I ralsitmD SL9'0 00'Ob 00'Ob 231,,T b£b'0 00'6£ 00'6£ aaI„Z/I 661'0 00'61 00'61 aaI ON 00'68 000'0 auoN D Ipeo-I ialsinez) 1£0'0 00'0 00'0 Willi 000'0 bZ0'0 00'0 00'0 031 2/1 000'0 810'0 00'0 00'0 aaI ON 00'L5 000'0 OS 0 Sol U10rd D 100-11IdgLO-MV12(Z) 1£0'0 00'0 00'0 aaI„T 000'0 t,Z0'0 00'0 00'0 031 2/1 000'0 810'0 00'0 00'0 aoI ON 00'L9 000'0 O9'0 8a-I mond g 100-11IdULO-MVd.L(Z) T£0'0 00'0 00'0 aaI„T 000'0 bZ0'0 00'0 000 aaI I'M 000'0 810'0 00'0 00'0 aaI ON 00'L5 000'0 O9'0 Sal IUoid V 100-I1IdgLO-MVIL(Z) LE F0 00'0 00'0 901,11 000'0 8800 00'0 00'0 aaI I'M 000'0 adid Iunoui bb0'0 00'0 00'0 aaI ON 00'L9 000'0 O9'0 Sal Wold 0 /A+WZ21-V5999-H IXHG LEI 00'0 00'0 93I.11 000'0 880'0 00'0 00'0 aaI I'M 000'0 odld Iunoui th0'0 00'0 00'0 aaI ON 00'L5 0000 O9'0 327 a'oid g /m WZ'I-V9999-H'IXfiQ LE 1'0 00'0 00'0 aaI„T 000'0 880'0 000 00'0 031 2/1 000'0 adid Iunoui bt0'O 00'0 00'0 aaI ON 00'L9 000'0 O9'0 801 Uloid V /Ai WZd-VS9S9-H'IXgQ >L X z1f z1f if o if uaA Tnialn7 Sal ME luoad luaugsnfpy grog adC,7 ro 1ilSlahl dydD tiytiD luauraonld illnunzy :slasffp lasffo gond uopdirosaQ Ra sp Wfoa-ZLS(o££):Xvg 1'814 oofZ-ZLS(o££):auozlj /(q pau6lsaa ;uallo ff£ttolz[p'--Yv 8 UtIZ/L0 VC:60:£L V0.08L8V•LO'EZL8 LOZ fFSZ ailnSlaarlS ulniw y1nos oZg ema iaa(ad ([CID t,;0 g iNlOd iN31aO iS`d3 08L8� 161AO Lxul abed q°r tnxTower Job 48780 EAST ORIENT POINT Page 4 of 4 I GPD Project Date 520 South Main Street Suite 2531 2018723.01.48780.04 13:09:34 01/24/18 Akron,Ohio 44311 Client Designed by Phone--(330)572-2100 AT&T FAX.•(330)572-2101 mrisley patity-, Section Elevation Component Size Critical P opa11— % Pass NO. ft Type Element K K Capacity Fail Ll 89-69 Pole TP10.75x10.75x0.375 1 -1.901 462.020 21.0 Pass L2 69-59 Pole T?10.75x10.75x0.5 2 -3.431 666.567 32.4 Pass L3 59-29 Pole TP14.5xl4.5xl.094 3 -10.610 1907.510 33.6 Pass L4 29-0 Pole TP38x38x0.25 4 -16.275 1941.210 32.1 Pass Summary ELC: Existmg/Pro posed Pole(U) 33.6 Pass Rating= 33.6 Pass CCI Flagpole Tool CROWN Site Data C CASTLE Site Name:P'ASTbRIENTPRINT App M 12018123.-01.48780:04 Code 11A;-2F2 G £ryice Thickness: A'75fln Windspeed mph SPINE N Ice Wind Speed(V).. mph FLANGE EXXT HOLES ITYPI, Exposure Category:y, '-j SPINE Cr Topographic Feature: STIFFENER Structure Class: Tower Information I FLANGE GATE Total Tower Height: Base Tower Height:"'2 .-.- �;j I FLANGE PLATE Total Canister Length: 60 ft (TIPE 3:SOLIDITY RATIO 0.5) Number of Canister Assembly IT, Sections: -----------All Mating Mating Canister Section Canister Canister Number of Sides Plate' Flange Flange Solidity Plate Canister Number Assembly Assembly Canister Sectioniype: Plate Plate Ratio Weight Weight Length(ft): Diameter(in): Thickness Diameter (Kip): (Kip) (in)**: 0.45 0.064 0.398 2 777727'777 0.5 1 0.196 1 0.199 1 0.5 1 1.133 1 0.597 1 3 *Sections are numbered from the top of the tower down Mating Flange Plate Thickness at the bottom of canister section Flag o n Tower: -'No,.�, Truck Ball on Tower: Geometry:Base Tower+Spine 48780.er! (last saved 01/2411:13 am) lop Bottom Wall Pole Height Above Section Lap Splice Diameter Diameter Thickness Bend Pole Base(ft) Length(ft) Length(ft) Number of Sides (in) (in) (in) Radius(in) Material Delete 89 20 0 0 10.75 10.75 0.375 n/a A53-B-42 [x] 69 10 0- 0 10.75 10.75 0.5 n/a A500-46 [x] 59 30 0 0 14.5 14.5 1.094 n/a A500-46 [x] 29 29 1 0 1 is 38 38 0.�25 1 1 1 A572 [x] Discrete Loads:CFAF for Canister Assembly Canister Apply CFAF at Canister Assembly Canister Loading Elevation(z) CFAF CFAF CA CFAF CFAF Assembly Weight (ft) No Ice(ft) 1/2"Ice(ftz) 1"Ice(ft') 2."Ice(ft) 4"Ice(f2 ) Weight No 1/2"Ice Ice(Kip) (Kip) Canister Load 1 89 19.000 39.000 40.000 42.000 46.000 0.199 0.434 Canister Load 2 1 69 28.500 58.500 60.000 63.000 1 69.000 1 0.363 0.715 Canister Load 3 59 38.000 78.000 80.000 84.000 1 92.000 0.594 1.065 Canister Load 4 29 28.500 58500 60.000 63.000 1 69.000 1.431 1.784 Page 1 of 2 CCIFlagpole Tool v1.2 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID•48780 APPENDIX C Tower Elevation Drawing 1/29/2018 89 oft 3 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Canister WWI 89 Canister Load2 69 CW WX063X25G00 w/Mount Pipe 87 P65-15-XLH-RR w/Mount Pipe 67 CWWX063X25GOO w/Mount Pipe 97 (2)ETD819HS12UB 67 o '� voi uoi m (2)FD9R60041IC3L 87 (2)ETD819HS12UB 67 N o c 0 0 (2)FD9R6004/1C-3L 87 (2)ET0819HS12UB 67 (2)FD9R6004/1C-3L 87 P65-15-XLH-RR w/Mount Pipe 67 CW WX063X25G00 w/Mount Pipe 87 P65-15-XLH-RR w/Mount Pipe 67 APXVFWWI2X-C-NA20 w/Mount 75 Canister Load3 59 Pipe (2)TTAW-07BP111-001 57 4 APXVFWWIZX-C-NA20 w/Mount 75 (2)TTAW-07BP111-001 57 m Pipe (2)TTAW-07BP111-001 57 (2)ETT19V2S121JB 75 DBXLH-6565A-R2M w/mount pipe 57 69 0 it (2)ETT19V2S72UB 75 DBXLH-6565A-R2M w/mount pipe 57 (2)ETT19V2S121JB 75 DBXLH-6565A-R2M w/mount pipe 57 APXVFW W 12X-C-NA20 w/Mount 75 Pipe Canister Load4 129 N O G C N H m ^ MATERIAL STRENGTH 0 0 0 GRADE I Fy Fu GRADE I Fy i Fu A53-B-42 42 ksi 63 ksi A572-65 165 ksi 180 ksi 59 0 ft A50046 146 ksi 162 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower desiqned for Exposure D to the TIA-222-G Standard. 3. Tower designed for a 105 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind 6 Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:33.6% 0 o Oin m Y 0 0 29 oft ALL REACTIONS ARE FACTORED AXIAL m o y o 28K 2 SHEAR MOMENT 2 K 94 kip-ft 40 mph WIND-0.7500 in ICE AXIAL 16K SHEA MOMENT 10 K 471 kip-It oott q , REACTIONS-105 mph WIND 9 Vl = N N o E S m s c E a m m N J Z F F m LS GPD 48780 EAST ORIENT POINT 520 South Main Street Suite 2531 Pmi2018723.01.49780.04 ®®®® Akron,Ohio 44311 chant AT&T I Drawn by mrisley Appd, Phone:(330)572-2100 Code'TIA-222-G Da'0'01/24/18 Scale NTS FAX: 330 572-2101 Path' Dwg No E-1 Feed Line Distribution Chart 01-89, Round Flat App In Face App Out Face Truss Leg 8900 Face A Face B Face C 8900 ------------ ------------ 6700 --- 6700 ------------ ------------ 7500 ------------ --—-------- 7500 ------------------------- 6900 ------------ ------------ ------------ ------------------------- 6900 ------------ ------------ 6700 ------------ ------------ 6700 O LL m t� O N 5900 _________________-- _____ 5900 ------------ ------------ 5700 ----------__ —__--------- 5700 t0 LL m O O Q M�+ J 0 W O W o J m Q Q LL n Q O N N LL 29 OD -__---__-__- --__-------- ------------ -----------_ _--.al --_-__-_--___--__-_ 290 N 800 600 000 000 GPD 48780 EAST ORIENT POINT 520 South Main Street Suite 2531 Proloct 2018723.01:48780.04 ®®®s Akron,Ohio 44311 Client,AT&T D—bymnsle APPd' Phone:(330)572-2100 Code TIA-222-G Date:01/24/18 Scale NTS FAX. 330 572-2101 Path "'vg No E- Feed Line Plan Round Flat App In Face App Out Face (12)LDF5-50A(7/8 FOAM) (18)LDF5-50A(7/8 FOAM) (12)LDF5-50A(7/8 FOAM) GPD °b•48780 EAST ORIENT POINT ®® 520 South Main Street Suite 2531 P'oleo"2018723.01.49780.04 � Akron,Ohio 44311 Client'AT&T Drawn by mosle Appd Phone:(330)572-2100 Code'TIA-222-G Da"01/24/18 Scale' NTS FAX 330 572-2101Path Dwg No E_ 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX D Anchor Rod & Base Plate Analysis 1/29/2018 Anchor Rod and Base Plate Stresses,TIA-222-G-1 48780 EAST ORIENT POINT GPD GROUP 2018723.01.48780.04 Overturning Moment=MPN�"�m"'9"91 k'ft Axial Force= k Acceptable Stress Shear Force= k Ratio Anchor Rods Base Plate (Section 4 9 9,TIA-222-G-1) Location=T,E7—errial Number of Rods=1.?r :,'=:ti' :8 Plate Strength(Fy)_ ': >+i fie=50 ksi Rod Ultimate Strength(Fu)_', t;,y;i00 ksi Outside Diameter= ;;„Q9:33 in Base Plate Detail Type'=z%i:=: *;,d Plate Thickness= in Rad Circle=?-,,nff 44:21 in wcalc= 22 59 in Rod Diameter= in wmax= 20.00 in Net Tensile Area= 1.90 int w= 20 00 in Max Tension on Rod= 61 88 kips Z= 20.00 in' Max Compression on Rod= 65 95 kips M„= 204 77 k-in Pu= 65 95 kips 'PMn= 900 00 k-m Vu= 1.24 kips BP Capaclty= 22.8% 1 OK rl= 050 Pu+Vu/q= 6843 Pole (pRb=1 152 001 kips Pole Diameter=�"-' 38 in Anchor Rod Capacity= 45.0% 1 OK Number of Sides= ,,r g18 Thickness=Kt'-&,00'25 in 'This analysis assumes the clear distance Pole Yield Strength= .` v.w'65 ksi from the top of the concrete to the bottom of the leveling nut Is less than the diameter of the anchor rod. Notify GPD Group Immediately If existing field conditions do not meet this assumption. Stiffeners Configuration=% 'r5 .,None GPD Round Base Plate Stress(Rev GI-V1 09 69 Ft.Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX E Flange Bolts & Flange Plate Analysis 1/29/2018 FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 29fi 48780 EAST ORIENT POINT 2018723.01.48780.04 TNX Reactions Bolt Information Plate Information Moment(M) 'e;22460 k-ft Diameter 3"'--,1'25 in Diameter 2' ,38125 1 Axial(P) "',10'Wir kips Net Tensile Area %b 90 in' Thicknew 3.5 in I�"� l Shear(V) 5 52 kips Bolt Circle ',,28 in F. 50 ksi #of Bolts e -.5.5147 in Bolt Grade >> A490 1. 'n 5 in F. 150 ksi Flange Bolt Capacity: I=Q4/2)/4+(BC)'/Bl= 58859 In, T.. [12(M)(BC/2)/Ij-(P/n)= 62 34 kips 1 -7-1 V_.=(WO)= 0 920 ksi On) F„b= 150.000 kips (liR.,-F.bAn= 109013 kips (IIRnaO 45FubAb= 6213 kips Adjusted 4)k 10900 Interaction Capacity j 0571919131 Bolt Capacity=1 57 2%IOK Flange Plate:(Spoke controls) MP=T_(e)= 343.78 m S=w(;')/6= 10 208 in' Z=(S)xl.S= 15.313 m3 Mn=FvZ-- 765.63 ksi M,.1 =-ObMn= 6890625 ksl -t-L1,-ISM Upper Plate Capacity=1 49 9%IOK pl.w b—t- FLANGE BOLT AND SPOKED FLANGE PLATE CALCULATIONS @ 59f1 48780 EAST ORIENT POINT 2018723.01.48780.04 TNX Reactions Bolt information Plate Information Lower Plate Information Moment(M) 57,841 k-ft Diameter in Diameter: m Diameter in Axial(P) 3'43 kips Net Tensile Area­1��1`-,,0.606 7nz-- Thickness. 2 in Thickness in I Shear(V) Bait Circle. in y 0 ksi 7--7, 77 #of Bolts 77—76 e 3998 in e: ,,.--',1.047 In Bolt Grade .-A325N W: 5 in W. 5 in ,,g,120 ksi n 70625 In F� Flange Bolt Capacity: I=nj(d,/2)/4+(BQ"/8)= 243.38 in T...=112(M)(BC/2)/Il-(P/n)= 25.10 kips V_=(V/n)= 0529 Isi I.= 120000 kips ,IiR.i=F.bA.= 54.540 kips OR_-O 45FpAb= 31.81 kips Adjusted 4)Rl 54.531 Interaction Capacity I 046018861 Bolt Capacity=1 46 0%OK Flange Plate:(Spoke controls) M,= T-Je)= 60.22 in S=w(tp")/6= 3.333 m* Z=(S)xl S= 5000 In3 M„=F,Z-- 250.00 ksi Mp.11—=0bM.= 225 ksl Upper Plate Capacity= 26 8%10K Lower Flange Plate:(Plate controls) Mp C..*(BC-inner radius)= 50.84 k-in S=w(tp')/6= 2818 in Z=(S)xl.S= 423 kst M„=Fj-- 211.38 M =cii,,M� 190238625 ksl Lower Plate OK Existing Flange Connection @ 69' 48780 EAST ORIENT POINT 2018723.01.48780.04 GPD GROUP oment Axial -,,-1„1 901 kips Acceptable Stress Railc Shear=1'!,-1:34 kis =ss�105 0 Flange Bolts Upper Flange Plata I UpperStiffeners #Bolts=A`'Vr 6 Location=.`External Configuration=sk;r(�"None Bolt Type= ',A325 Plate Strength(Fr)= y50 ksi Threads Included?_ W'�t Yes Plate Tensile(F„)=x;, ';'65 ksi Bolt Diameter=d` 0.875 In Plate Thickness= In Bolt Circle-; -14.25 in Outer Diameter=h.+ _A6 1n Wt= 0.75 -,v; 0'9 0.= %°,,,;0.75 wcalc- 9 35 In wmax- 12 50 In Tension 8 Shear(TIA-222-G-1,Section 4 9 6) w= 93 in F,= 120 ksi Z= 3 65 in' Ap= 0 60132 In' M�= 26.19 k-m An= 0 462 in` �W= 1644283 k-m ¢Rm= 2435kips UP Capacity= 15.9%OK ORm= 4158 laps ¢Rm(adjusted)= 4158 lops V.b= 0.22 laps Tub= 1433 lops Prying Action Check NIA,top flange thickness>tc Max Comp on Bolt= 14.96 laps Lower Flana Plate Lower Stiffeners Shear Capacity= 09% Location-v,External Configuration=Y*+'.w ICrNone Tensile Capacity= 34 51% Plate Strength(Fr)=L`',j "50 ksi Interaction Capacity= 345%1 Plate Thickness-4,1' ,,l,.25 in Bolt Capacity= 34.51/6 OK Outer Diameter=f.;Ya`{ 116 In wcalc= 9.35 In Pole Information wmax= 12 50 In Shaft Dam.(Upper)=c ,11075 in w= 9.35 in Thickness(Upper)= = S�,cE 0'375 an Z= 3 65 ono #of Sides(Upper)=q,,§Rbund -in Fy(Upper)=r eT,;;42ksf OM„= 1644283k-In _ LP Capacity= 15.99/6 OK Shaft Dlam(Lower)_:=�d 10.75 an Thickness(Lower .*0 5 in #of Sides(Lower)=i:" Round Fr(Lower)=r^y ,46 ksi GPD Fbnpa Piece St—(Rev G)-VI 00 69 Ft Stealth Monopole w/20'Extension-Structural Evaluation AT&T USID:48780 APPENDIX F Foundation Analysis 1/29/2018 t. Caisson Analysis 48780 EAST ORIENT POINT P GPD GROUP 2018723.01.48780.04 M 3, HG 7 Code 'rj,',jJA-222-G' Mu 47131 k-ft 7777 Cl Concrete Code 31B-,0 Mr= 2773 64 k-ft j7 Seismic Design Category FS= 588 Max Stress Ratio 05 Capacity= 22.6% Pass Reinforcing Known? tx S, Modified? eral Ot Ground Water .00 ibMn 2180.81 k-ft V, Soil Depth to Neglect 7gMu= 52965 k-ft 'l Min p= 000333 D ctloihis Provided p 000526 OK Moment,M 471'.31Jk-ft Capacity 24.3% Pass Axial,P k Shear,V ;,9.91jk ., Pier Diameter ft W i ; Pier Length Below Grade %" � ' 5�-;'20. ft gz Distance Above Grade U 0 Vertical Bar Size 9"' W� Vertical Bar Quantity Tie Size ft fe. ksi fv= ksi .......... Clear Cover in L Layer Soil Type Thickness y,pd Cu,psf T (11 Kp Top of Layer But.of Layer Layer 1 ,-RIAPMSandJs A, 6 e,105"-',',x` 0; 28`x; 2.77 000 600 Layer 2 <o 0 a 0-32*'k;' 325 600 21.00 Layer 3 100 2100 2100 Layer 4 i" Si 6d 100 2100 21.00 Layers ISL -,'Sarid,;s;,,, 1.00 2100 21.00 Layer 6 Cl 100 21.00 2100 Layer? :M"-,,"Santa,, 2100 21.00 111��1_1_1111 Clay"N"N Layer 8 A71 500 1 20 Layer 9 s a h d 7M7, Xl,-�e,I 1 1.00 1 2100 R1 00 005 Layer 10 000 1 2100 2100 GPD Caisson Analysis-V1 00 D AUG 2 4 2010 TOWN OF SOUTHOLD BUILDING PERMIT APPLI�CART BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to Highlander Consultants,Inc Disapproved a/c 155 Carleton Ave,E Islip,NY 11730 Phone 631-581-8105 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose 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 If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be 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 of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections T-Mob Northeast L By Signature of a scant or name,if a corporation) 3500 Sunrise Hwy,Great River, NY 11739 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Lessee Name of owner of premises MGH Enterprises Inc (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 40200 Main Rnad OriPn+ House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 9 Lot 8 1 Subdivision 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 Marina and telecommunications b. Intended use and occupancy Marina and telecommunications 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost , ®8 Fee (To be 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 NA 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated manne II 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO X 14.Names of Owner of premises MGH Enterprises Inc Address PO Box 333,Orient Phone No.631-373-2424 Name of Architect Infinigy Engineering-John Stevens Address 1033 Watervliet Shaker Rd Phone No 518-690-0790 Name of Contractorcomcell contracting Inc Address'Jbany,Kl 1z2o5 �hpne NO 631-654-5915 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES 197741 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 NO * 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_x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNT ��Y OF SUFFOLK (( '/ ) Chtf �� SC being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the &"k_ (C ractor,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 belief,and that the work will be performed in the manner set forth in the application filed therewith Swo to before me thi r_�ty;Q il*N day of 20� U6' Notary Public Signa f Applicant - JENNIFER DONOHUE Notary public•State of New York No. 01 D06211094 '0 alified in Suffolk County.71 Commission Expires 09108/20 (cor.Main Rd. &Youngs Ave.) v Southold, NY ., Telephone: 631 765-1938 V1.) www.southoldtownny.gov 4�UNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 27, 2018 Re: Check The attached check is for a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. Type # 8/14/18—5918 $8,500 Highlander T Mobile-Collocation at MGH 15-9-8.1 Consultants Inc. d:.=, a:t. ��. ;":y,.:"r .. `3i:s.'g•:e::�„.4 .{e.x .��'. vim'.',. ' x.;. „n .,s: .. ... .9. ,;z.. r - .. .. . 5918, ?Hi 'hlA6d ,Caiisultants'Inc: 4, `w i55Cailetori:AJende.z� �<"`''' _ _ _ Fa 4 East IsliRp "NY , Vet®cans=Memo?tal'Hfghvray ' ;.. 018 Bohemia, 5O54 14- <•(iRDEft'Oi'• ,It'd=�:' @ Towia.:of�Sautho ~�- K.. r1�lrQsnd 00/I Otl' o s:oCtAR tt`,`Ttaoiisaixd"Five . �.; t :Y E Q"f'S ou t old �.' rtl o; ' e °Bo a ff ;M P `jnriin <� 'B'iannCum g ,F �Hi"hlander.Consul�n 'I ��•, _ ;1`- - 9 tats nc. " , 79� _ nP013oXs1si ��} , in Southold, MEMOAUTED SIG NA R� TMb L(13882,E8cr6wn;: Sol Short Environmental Assessment Form Part I -Project Information tustructions for Conipletin Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. •—__ .... ........ Part 1-Project and Sponsor Information Name of Action or Project: Orient AT&T Tower/L113882D Project Location(describe,and attach a location map): 40200 Main Road,Orient,Suffolk County,NY 11957 Brief Description of Proposed Action: Proposed installation of three panel antennas at a centerline height of 75 feet above ground level within an existing 89-foot stealth monopole tower, Support equipment to be installed on a proposed 15-foot by 18-foot raised steel platform,to the north of the existing tower.Coaxial cables will be routed from the lease area in a southerly direction to the existing tower.Based on information provided the facility(i.e.associated support equipment)will be elevated at least one-foot above the base flood elevation.(See No 16 Below) Name of Applicant or Sponsor: Telephone: 631-581-8205 T-Mobile c/o Wiresless Towers,LLC E-Mail: jmooney@highlanderinc.com Address: 3550 Sunrise Highway City/PO: State:. Zip Code: Great River NY 11739 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. ............ .w _................................ _................. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Wetlands Approval(Town of Southold Board of Trustees), Tidal Wetlands Permit(NYSDEC),Special Exception Permit(Town 1/ of Southold) 3.a.Total acreage of the site of the proposed action? m m m <1.acres b.Total acreage to be physically disturbed? <1 w.acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? <1 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial [Z]Commercial mResidential(suburban) mForest ❑Agriculture El Aquatic mother(specify),.. Telecommunications Facility ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES � /A a.A permitted use under the zoning regulations? ❑ b.Consistent with the adopted comprehensive plan? El Z El 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: arra c?�roip.B nd_�ro-virons.Real rr,GPrpts l..p�pi Vd mh a,.ltt -�rp4rc va dpmi. ,scen c k aut Agency.Suffolk County,Date:7-12-88 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ✓ El b.Are public transportation service(s)available at or near the site of the proposed action? Z c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ I 9.Does the proposed action meet or exceed the state energy code requirements? NO YES - gY fogies: Action will not exceed the state ener code. w ❑ If the proposed action will exceed requirements,describe design features an technologies: ......... -.w _ _... ..... 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ 0 Potable water not required for proposed action. Action is an unmanned telecommunications facility. 11.Will the proposed action connect to existing wastewater utilities? NO YES Wastewater treatment not re uired for proposed action. Action is an unmanned.._leco_._�__ If No,describe method for providing wastewater treatment: mme p d telecommunications facility. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? F71 ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Wet1=rhr�ater oted�'Srtelt.Wtretlr�d_app�c' lr��t�L+��.��t.Le .:.+�:et.t�f.tl�e. Ject,,zttutad.. st�raeln��nat�r9acur�_C} ':paw. feet northeast of the proposed Project Site. Note: Pro eot located in NYSDEC Wetland Checkzone, howl ver siter sjundeveloped area,no hydhc indicators and no hydric sob were observed on the Project Site, 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline m Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban m Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES vv ✓ 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, r" a.Will storm water discharges flow to adjacent properties? ❑NO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO DYES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO LYES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ........... .. .... ......� . ..�.......� 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Z E 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z EI I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: ... . .„.„.„.......,w,_, . T-Mobile c/o Wiresless Towers,LLC Date: December 5,2018. .... ..... ..... ................. m Signature: Tama Troutman,EBI Consulting PRINT FORM Page 3 of 3 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Route 25 � � �*�� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ) Southold, NY Telephone: 631 765-1938 www.southoldtow ny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: December 20, 2018 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Cell Tower Co-location T-Mobile at 15.-9-8.1 $112/14/2018 Orient by the Sea ,000.00 6091 ALP t /,.. r,. // Highlander Consultants Iric / 155 C rl e eton Avenue East Islip„ANY 11730 ar Highway,modal 3880 w+ C3 PNtemodal omCa„NY 11716 50-546/214" a� / PAY TO THE �W'� � Opt�EI,O 1&-.1,01 $ lac –� W Wander Consultants Inc. nr MEMO L —T ./ `--' `-' � `� "� u'rxca�zi��a�:ad vf�Tur G 1010 60 9 ilia 1:0 2 & 4054641: 28 &004350 &ii 7 ❑�0 0 Omob leeo TmlViU-"- BILE NORTHEAST LLQ �G---,Ym G SN SE HIGHWAY LI 1 3882 D N qq t�d (n m m Z m m z ORIENT AT&T TOWER m¢ Z SUBMITTALS DATE DESCRIPTION REVISION 40200 MAIN ROAD 06/14/16 pow a ORIENT, NY 11957 (70713 GROUND 6102 IVI UAC CONFIGURATION) �• DATE APP•D R�NS G RF N/N, ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY SrTENAC AL SITE NUMBER: U13882D APPLICANT' T-MOBILE NORTHEAST LLC PROJECT NO 544-002 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 8.THE CONTRACTOR SHALL PROVIDE A FULL SET OF 3500 SUNRISE HIGHWAY DRAWN BY BMM ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD GREAT RIVER, NY 11739 C MPS COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH ORIENT, NY 11957 T-MOBILE DEVELOPMENT PAUL LAPASOTA JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. MANAGER: (631) 745-4677 � WORK. THE WORK PERFORMED ON THE PROJECT AND THE PROPERTY OWNER: M.G.H. ENTERPRISES INC. MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 9 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT 40200 MAIN ROADe� DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY PROJECT MANAGER: HIGHLANDER CONSULTANTS �C ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. ORIENT, NY 11957 'u RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 155 CARLETON AVENUE co _ 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISLIP, NY 11730 ;5 w FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON "�V�. ,•T LL! COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NI , ' •SITE IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE (631) 581-8105 �, 4yr. .� ,1 � Z ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT WORK BY THE ARCHITECT ENGINEER, THE STATE, COUNTY, OR LAT./LONG.: N 41'9 9.3126 /W 72' 14 39.0546 ARCHITECT/ENGINEER: INFlNIGY ENGINEERING '-s .r�isivj EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND LOCAL GOVERNMENT AUTHORITY. 1033 WATERVLIET SHAKER ROAD f' IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE CONSTRUCTION TYPE: IIB ALBANY, NY 12205 '4 DOCUMENTS. ll.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO P USE GROUP: U CONTACT: MAGGIE STEVENS p � 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, r CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF (518) 690-0790 S L _ OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE Yy _ HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE PROPERTY. THIS DOCUMENT ISTHE CREATION, ' ' �"° "j'"'• = OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR PROJECT ECT D ESC R I PTI O N SHEET INDEX DESIGN,PROPERTY AND COPYRIGHTED • SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA c' DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINETS ®OUTDOOR SHEEP DESCRIPTION REVISION WORK OFTT OUTE PRESSWRITTEN DUPLICATION () OR USE WITHOUT EXPRESS WRITTEN T <;t 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER El EXISTING RBS 6201 ❑INDOOR T-1 TITLE SHEET 0 CONSENT IS STRICTLY PROHIBITED 1a SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED M1 - MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, CONCRETE PAD ❑EXISTING BILLBOARD ❑EXISTING WESTELL C-1 SITE PLAN 0 N LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE. ®PROPOSED NOTE IF DRAWINGS ARE 22'x34',USE AS DESCRIBED HEREIN. El EXISTING ROOFTOP ❑SITE SUPPORT KR STEEL PLATFORM C-2 COMPOUND PLAN & ELEVATION 0 GRAPHICAL SCALE AND/OR 1/2 TIMES Y ci, J :;`r '- 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE ❑SITE SUPPORT CABINET C-3 EQUIPMENT DETAILS 0 OF THE NOTED SCALE t Go CALLED NORTH 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ®PROPOSED PPC — - - - SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. ❑EXISTING FORT WORTH ❑PROPOSED GPS ❑PANELBOARD C-4 I EQUIPMENT SPECIFICATIONS 0 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE C-5 EQUIPMENT SPECIFICATIONS 0 SITE NUMBER: PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVEWHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT L113882D T-MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN UNMANNED C-6 APU SCHEMATIC & DETAILS 0 DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WIRELESS BROADBAND FACILITY.ADDITION OF PROPOSED PANEL ANTENNAS, C-7 GENERATOR DETAILS 0 SITE NAME- DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR g RRUS, AND (6) TMA UNITS. ADDITION OF ICE BRIDGE, STEEL EQUIPMENT ORIENTATBTTOWER CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT ( ) WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITLId PLATFORM, HYBRID CABLES, GPS AND 6102 CABINET WITHIN PROPOSED CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE LEASE AREA S1-S11 PLATFORM DESIGN 0 40200 MAIN ROAD ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTION REPRESENTATIVE. ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS. 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 0 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. I E-2 ELECTRICAL DETAILS 0 SHEET TITLE CALL: ACCORDING NOTED HE MANUFACTURER'S/VENDOR'S A U AOR WHER�OCAL' CODESCIFICATIONS 16.THE CONTRACTOR SHAT RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 0 UNLES'CALL BffOFE YOU W ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. WWWDK AF&YNEWY0WCOM G-1 GROUNDING AND POWER DIAGRAMS o TITLE SHEET CALL 811 OR t•�7884 G-2 GROUNDING DETAILS 0 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 0 s*w PNllA nmw SRAL E MUM=Of CS R ALL 1RW1C N NxOtWE till OR3RNf WN N-1 GENERAL AND ELECTRICAL NOTES 0 SHEET NUMBER COLOR CODE FOR UTILITY LOCATIONS ELECTRIC - RED SEWER - GREEN GAS/OIL - YELLOW SURVEY - PINK T-1 TEL/CAN - ORANGE PROPOSED EXCAVATION - WHITE WATER - BLUE RECLAIMED WATER - PURPLE NOIEL GENERAL SITE NOTES FOR aa FOR MORE INFORMATION PERTAINING TO THE d� ° ° (D aso° STEEL PLATFORM, REFER TO 'PLATFORM \f 1. A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT *+1Om.r-neme�er•� N 3500 SUN.W HIGHWAY DESIGN; COMPLETED BY INFlNIGY, DATED \ BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN GHEArwvEn NYr�ras 08/01/18. REFER TO SHEETS 'Sl—Sll- WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION. W 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION. ' POTENTIAL ROUTE OF NATURAL Y A 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF N g GAS LINE FROM MAIN ROAD \ ADVERTISING 0Za m //_ 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES z 3 \ LtXIST1NG NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL a g \ a PARKING LOTS 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o o LL DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. Z \ 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOUD WASTE RECEPTACLES. \ EXISANG RELOCATED 11 8 UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS EXISTING SHRUBBERY 7YP. OF 5 TOTAL I EXISTENAND CE,LOEXTENT AND EXACT HORIZONCATION OF VISIBLE TAL FEATURES AL DATE DESCRIrnON REVISION GRASSY AREAS \ ( () ) I LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED.ANY CONTRACTOR W/14/18MR �° ANG T—MOB/LE PLATFORM SUPPORT PIER ° \ PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT (RNAL DESIGN PEND/NG SIRUC7URAL ANALYSIS) LEAST 48 HOURS PRIOR TO COMMENCING WORK. PROPOSED T—MOBILE 15=0X 18=0' RAISED SIEEZ 9 ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN \ EQUIPMENT PLATFORM W17HIN PROPOSED 12 MONTHS OF CESSATION OF OPERATIONS PROPOSED T-MOBILE(9)RRUS 70 BE 18'-0 X18'-O'LEASE AREA W/OVERHEAD ICE CANOPY C-2 MOUN7ED ON PROPOSED H-FRAME(7YP. € (REFER TO SHEE75 Sl-S11 FOR MORE INFORMA770N) OF(3)PER SEC70R, (3)SECTORS TOTAL) �`�-EXiSII�G?ADE 70 BE LEVELED AND GRAVELED SITE LEGEND PROPOSED T MOB/LE W-O' TALL fENCE \ _ UPON COMPLEDON OF CONSIRUCAON --------- SITE PROPERTY LINE EXIENSION(TO MA7CH IXS77NG FENCE) \ PROPOSED T-MOBILE PPC PROPOSED T-MOBILE � \ EQUIPMENT CABINET STREET OR ROAD Derr DATE wPD REvsGNs WE G3VERA10R CABINET ,,� ,\ \ PROPOSED T-MOBILE ACCESS GATE -.-•-•-•-•-.- CHAIN LINK FENCE Re uui PROPOSED T-MOBILE ACCESS STAIRS(TO zawNc MA7CH EXISTING M?IZON ACCESS STAIRS) D D OPAQUE WOODEN FENCE °CON� SRE W_ EXISTING RETAINING TREES/SHRUBS WALL (TYP.) PROJECT NO: 544-002 �i TREE LINE DRAWN BY BMM EXISTING GRAVEL (TYP.) J8( UTILITY POLE _ MPS F T7 n_y EXISTING t SAND LOT 1 �, - EXISTING CARRIER RAISED (E EXISTING N e STEEL EQUIPMENT PLATFORM ( ) PROPOSED T-MQB/LE 6102 0-' �w C-4 EQUIPMENT CABINET -:.�'�"•• -�,. N NEW EXISTING SHRUB TO BE RELOCATED TO EDGE \�\ OF PROPOSED T-MOBILE COMPOUND ;k\' (P) PROPOSED v W EXTENSION OR REMOVED (TYP OF (5) TOTAL) 1\ a g-.\ +f`: w (F) FUTURE `, �,I _z PROPOSED T-MOBILE ICE BRIDGE TO BE ROUTED BELOW ;'� -. �•'``� x EXISTING CARRIER FENCED C-5 EXlS7/NG CARRIER lCE BRIDGEV ,x��EQUIPMENT COMPOUND PROPOSED T-MOB/LE(18) 718'COAX �Xla l'{ ✓ EXISTING CARRIER RAISED SP CABLES 70 BE ROUTED FROM PROPOSED +s,'`« Y' \ R SEAL STEEL EQUIPMENT PLATFORM EQUIPMENT CABINET 70 PROPOSED AN7ENNAS „\+ ' " _ "'e.. THIS DOCUMENT IS THE CREATION, Y'�\','•°'a �-''t" ;\ DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED �EXISi1NG ACCESS X S 34°,USE GATE (TYP.) NOTE IF DRAWINGS ARE 22 c x GRAPHICAL SCALE AND/OR 112 TIMES EXISTING STEALTH OF THE NOTED SCALE APPROXIMATE LOCATION MONOPOLE TOWER SITE NUMBER: OF EXISTING TREE LINE EXISTING CARRIER ICE L113882D BRIDGE (TYP) (ABOVE) f SITE NAME: EXISTING ROCK LEXISTING ORIENTAT&TTOWER WALL (TYP) BEACH 40200 MAIN ROAD !/ ORIENT,NY 11957 SHEET TITLE SITE PLAN GRAPHIC SCALE: SITE PLAN 20' 10' 0 10' 20' SHEET NUMBER SCALE AS NOTED NORTH \,,-/SCALE (11x17): 1" = 20'-0" C-1 SCALE (2204): 1" = 10'-0" FOUR MORE INFORMATION PERTAINING TO THE N0IE o2o o ©moble 0 STEEL PLATFORM, REFER TO 'PLATFORM FOR MORE INFORMATION PERTAINING TO THE TJIDERE,IDRTR�= DESIGN; COMPLETED BY INFlNIGY, DATED TOWER STRUCTURE, REFER TO PASSING —SU—SEHIGHWAY GREAT RNER,W il— 08/01 18. REFER TO SHEETS 'St-S11.' 'STRUCTURAL ANALYSIS REPORT.- COMPLETED EPORT;COMPLETED BY INFlNIGY, DATED 08/01/18. EXISTING CARRIER PANEL �.. ANTENNAS (TYP) oo YN^n O ROPOSED—PT-MOBILE EQUIPMENT TO BE INSTALLED, z m m (TYP PER SECTOR, (3)SECTORS TOTAL): W w • LL (1)ANDREW SBNHH-1D658-SR a o • (2) 7MAS • (6) 7/8'COAX CABLES Z DOS77NG T-MOBILE PLATFORM SUPPORT PIER(R7NAL DESIGN EXISTING RETAINING SUBMITTALS PENDING S7RUC7URAL ANALYSIS) WALL (TYP DATE DESCRIPTION REVISION ) s GB/14/16 FDR PF301R G Y6'O �77NG T-MOBILE PLATFORM LIGHT(7YP. OF(4) TOTAL)(70 COMPLY W11H DARK SKY LAW AND LOCAL MUNICIPAL CODE) \ PROPOSED T-MOBILE(9)RRUS 70 EXIS7/NG RELOCATED Ng-3 BE MOUN7ED ON PROPOSED 3 SHRUBBERY(TYP. OF(5) 707AL) H-FRAME,- (6)RRUS-11 B4 AND C-4 (3)RRUS-11 B12(7W. OF(3) PER SECMR, (3)SECTORS TOTAL) / PROPOSED T-MOBILE 15-O X 18=0' RAISED Snn DEPT DATE AWD REVsors EQUIPMENT PLATFORM WIWH/N PROPOSED CD WE / / * 18'-0 X18--071ASE AREA W/OVERHEAD ICE CANOPY ¢ RF uu, * i a� ROPOSED T-MOBILE(18) 7/8'COAX CABLES / (REFER 70 SHEE75 Sl-S11 FOR MORE INFORMATION) oo zowNc -H < 70 BE ROUTED FROM PROPOSED EQUIPMENT ops \\ II .n CABINET TO PROPOSED AN7EVNAS CONSUL MIN. CLEARANCE FOR I i ,/`/ Y \ IXlS7ING\GRADE TO BE LEVELED AND GRAVELED * s�"� UPON7UTON OF CONSIRUCIION sPROPOSED GENERATOR(TYP.) p y PROJECT NO. 544-002 DRAWN BY BMM o Z CHECKED BY: MPS t PROPOSED T-MOBILE PPCa ALTH EQUIPMENT CABINET E22 I MOINOPOLETTOWER / PROPOSED T-MOBILE cn POTENTIAL ROUTE OF X NATURAL GAS LIN�g ACCESS G\\ C-5 Ll FROM MAIN ROAD D, T i p D, O /I PROPOSED T-MOBILE ACS o a +R ��1 I , %L,=' -„ STAIRS RETER 70 SHEETS SI-SlI FOR MORE INFORMA170N) n 9PROPOSEDfir, kv �� a C4-7 25KW IA COBILE \ _ r / / aDIESa GENERATOR �' ��.` V/ 1 �/I \In_ o - PROPOSED T-MOBILE 6102 I / / THIS DOCUMENT IS THE CREATION, EQUIPMENCABINET T DESIGN,PROPERTY AND COPYRIGHTED C-4 * �� o��w U U --EXISTING FENCED WORK OFT-MOBILE ANY DUPLICATION EXISTING GRAVEL (TYP) OR USE WITHOUT EXPRESS WRITTEN PROPOSED T-MOBILE(18) 7/8'COAX CABLES -. ✓ ,o r EQUIPMENT COMPOUND CONSENT IS STRICTLY PROHIBITED. 70 BE ROUTED FROM PROPOSED EQUIPMENT , ,,- -" EXISTING CARRIER RAISED PROPOSED T-MOBILE 14=0' CABINET 70 PROPOSED ANTENNASl 1�, STEEL EQUIPMENT PLATFORM I TALL FENCE EXTENSION(TO JQ {� \ NOTE IF DRAWING'A ARE 22°x34',USE \ 3 EXISTING FENCED 11 MATCH EXISANG) GRAPHICAL SCALEAND/OR112TIMES 5' SCALE � EQUIPMENT COMPOUND OF THE NO 2,3 PROPOSED T-MOBILE 14=0'TALL FENCE / o \\ I SITE NUMBER: = L113882D C-5 EX7E119ON(TO MATCH EVS77NG FENCE) SITE NAME: PROPOSED T-MOBILE MEIER ORIENT AT&T TOWER ON PROPOSED H-FRAME 40200 MAIN ROAD PROPOORIENT,NY 11957 C 5 ICE BRRIDGE(TYR)T-MOBI� SHEET TITLE GROUND LEVEL PLATFORM PLAN w COMPOUND PLAN SCALE AS NOTED ELEVATION - NORTH GRAPHIC SCALE: 6' 3' 0 3' 6' SHEET NUMBER SCALE (11x17): 1" = 6'-0" 2 TOWER ELEVATION C-2 SCALE (22x34): 1" = 3'-0" \-j-/NOT TO SCALE EXISTING FLAGPOLE PIPE MOUNT o E3 EI (CONTRACTOR TO VERIFY) O Ti ..MGRMEA = 35005ONNISE�AY ''^G'R\FA^T''NNER NY 11TJB aim VV zm„ ! PROPOSED a 8 PROPOSED RF SYSTEM SCHEDULE ANTENNA (TYP.) oaf " SECTOR ANT ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT ANTENNA TMA MODELRRU MODEL # CABLE CABLE CABLE CABLE CENTERLINE # (GROUND MOUNTED) LENGTH QUANTITY DIAMETER TYPE A A-1 APXVFWWI2X-C-NA20 RFS 30' Or 7/7/7 f75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) _- STYLE 1B TMA (1) RRUS-11 B12 (GROUND) tl�y 6 SUBMITTALS DATE I DESCRIPTION REVISION B B-1 APXVFWW12X-C-NA20 RFS 170' 0' 7/7/7 f75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) tlw,* 6 -- Com, oe�+y+e roN Perom o STYLE 1B TMA (1) RRUS-11 B12 (GROUND) C C-1 APXVFWWI2X-C-NA20 RFS 260' D. 7/7/7 f75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) tJGi2y 6 -- G1 ' STYLE 19 IMA (1) RRUS-11 B12 (GROUND) * CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 20% BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) PROPOSED STEEL BAND MOUNTING GRMT' °"'E A0 RM0N5 RTE BRACKET (CONTRACTOR TO FIELD FABRICATE MOUNT AS REQUIRED) (TYP) ZONNG GPS CONSM /MRF SCHEDULE (PROPOSED) eMANTENNA MOUNTING DETAIL gIEArl NOT TO SCALE - NOT TO SCALE PROJECT NO. 544-002 DRAAUSla, BMM K Y MPS J 0 C-1 yNsT ,per. TAG #1 r = w u., n • u # Y,> TAG j'j 11 2 AL SEAL © TAG THIS DOCUMENT IS THE CREATION, 1 DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN TAG CONSENT IS STRICTLY PROHIBITED. 11.6" q2 RFS MODEL NO.: APXVFWW12X—C—NA20 TOP © NOTE IF DRAWINGS ARE 22W,USE c0 GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED RADOME MATERIAL- FIBERGLASS, UV RESISTANT TAG SCALE RADOME COLOR: LIGHT GRAY #1 SITE NUMBER: DIMENSIONS, H%WXD• 46.0"x11.8"x7.9" L113882D WEIGHT, W/ PRE-MOUNTED BRACKETS: 48 LBSTAG SITE NAME: o CONNECTOR. 7-16 DIN FEMALE #2 ORIENT AT&T TOWER 40200 MAIN ROAD © ORIENT,NY 11957 METALLIC TAG NOTES. 7 9" 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END SHEEP TITLE OF EVERY CABLE LONGER THAN (3) THREE FEET. REAR SIDE 2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO ANTENNA DETAIL METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE ARF SCHEDULE 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES APPROPRIATE FOR CABLE DIAMETER. 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL SHEET NUMBER CONFIGURATIONS. 3 ANTENNA DETAIL ZMMETALLIC TAG DETAIL C-3 NOT TO SCALE - NOT TO SCALE KG CABINET WEIGHT(WITHOUT BATTERIES)' 330 [728 LBS] MOUNT PER F09R MORE INFORMATION PERTAINING TO THE �T 13 13m®b,,e13 CABINET COLOR AS MANUFACTURED. GREY, RAL7035 GLOSSY MANUFACTURERS SPECIFICATIONS TOWER STRUCTURE, REFER TO PASSING WOOSU SEHIGNWAY CABINET CLEARANCES. GREAT RNER.NY„138 FRONT: 700mm [-28"] STRUCTURAL ANALYSIS REPORT,' SIDES- 100mm [-4"] COMPLETED BY INFINIGY, DATED 08/01/18. Vyp REAR: 200mm [-8"] 1300 [5118"] �y.PQy r ^ mo2G v L p oz PROPOSED T-MOBILE EQUIPMENT 77 BE INSTALLED, z m (T)P. PER SECTOR, (3)SECTORS TOTAL): (1)ANDREW SBNNN-1058-SR a / \ • (6) 7/BS COAX CABLES Z o J SUBMITTALS DATE I DESCRIPTION REVISION o i oe/tyre roa vuarrt o n t _ TOR CD GMAz 2 0L - EXISTING STEALTH MONOPOLE TOWER DEn RATE AWO NMONS RM to RF AWL ZONING OPS CONSTR PROJECT NO. 544-002 DRAWN BY: BMM 1 ERICSSON RBS 6102 /-2- PROPOSED ANTENNA ORIENTATION PLAN CH 1 MPs -- NORTHNOT TO SCALE -- NOT TO SCALE �� I"j©�v ® 11`�. ERICSSON MODEL RRUS 11 DARK SKY COMPLIANT FLOOD sre LIGHT OR APPROVED EQUAL t A COLOR. GRAY '_ 1' PIPE CAP uJ MOGUL SOCKET MOUNTING DIMENSIONS, HxWxD: 19.7"x17"0.2" (500 x 431 x 182 mm) A WEIGHT: 50.71 LBS (23 kg) MANUFACTURER'S CABLE OR OTHER CABLE NOTE: SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO A��e� BE COMPLIANT WITH DARK SKY LAW AND Pf768E L RRUS-11 LOCAL MUNICIPAL ORDINANCES METALLIC CABLE TERMINATION FITTING 3" STD STEEL POST-, THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTYAND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED MOUNT PER MANUFACTURERS WEATHER PROOF 60 MIN SPECIFICATIONS ROTARY TIMER LIGHT SWITCH NOTE IF DRAWINGS ARE 22W",USE GRAPHICAL SCALE AND/OR 112 TIMES 3/4" RGS CONDUIT FOR (3) GO OF THE NOTED SCALE TOP #12 AWG ELECTRICAL RUN SITE NUMBER: L113882D #2 AWG BARE SOLID TINNED c.. 9" SITE NAME: COPPER WIRE TO GROUND RING 7 71-1/2" ORIENTAT$TTOWER II 04 40200 MAIN ROAD EXOTHERMIC WELD ORIENT,NY 11957 TYP o � 3/16" n 3" STD. SCH 40 SHEET TITLE FFTO NEW PPC CABINET GALV. STEEL POST (4) 1/2" THRU BOLT EQUIPMENT 9- `.\•` SPECIFICATIONS SECTION A FRONT SIDE SHEET NUMBER 3 RRUS-11 DETAIL 4 SITE LIGHT DETAIL NOT TO SCALE C-4 NOT TO SCALE #2 AWG BCW (TYP.) 24" GRIP SPAN ICE BRIDGE KIT NOTE: E3 E3 Awe 13 0 TiloGOC-ORTME� - CONTRACTOR TO MATCH EXISTING 35008UNR SEHGHWAY WITH Z-BRACKET A STRUCTURAL NOTES: DREnrwvER,NrnT�e SITE PRO 1, INC (P/N IB24D/8) 1 SPECIFICATIONS / CODES CHAIN LINK FENCE SIZE AND TYPE -CONCRETE WORK SHALL BE PERFORMED IN CABLE HANGER BRACKET ACCORDANCE WITH LATEST EDITION OF THE ACI CODE (SUPPLIED WITH KIT) -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, vvvv 9tH EDITION. ' n -WELDING SHALL BE PERFORMED IN ACCORDANCE V ANTENNA CABLES WITH AMERICAN WELDING SOCIETY (AWS) D1.1-92 g "STRUCTURAL WELDING" CODE-STEEL. r m Z!2 m -REINFORCING STEEL SHALL BE PLACED IN Z W`m=a CADWELD (TYP) ACCORDANCE WITH THE CONCRETE REINFORCING ICE BRIDGE SUPPORT STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD TOP BRACE RAIL m a o LL POST (SUPPLIED WITH KIT, PRACTICE" CONTRACTOR TO VERIFY 2. MATERIALS. HEIGHT REQUIRED PRIOR -CONCRETE: fc' - 3000psi (MIN U.N.O.) — TO ORDERING) -REINFORCING STEEL' ASTM A615, GRADE 60. STRETCHER BAR -WIRE MESH ASTM A185. I t -STRUCTURAL STEEL: ASTM A36. SUBMITTALS #l3 TIES ®18" O.0 -ELECTRODES FOR WELDING E 70xx DIAGONAL ROD w/tI DATE I DESCRIPTION REVISION 3" MIN. COVER (TYP.) -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 STEEL TURNBUCKLE DS/lA/1B POR`°°° o CD I4 - (SHAPES, PLATES). � M -EXPANSION BOLTS HILTI KWIK BOLT II, STAINLESS I[ (4) #4 EQ. SPACED STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED BOTTOM EQUAL TENSION WIRE CONCRETE PIER GROUND RING 1'-6" X,FINISH GRADE NOTES: 1. USE SITE PRO PARTS OR APPROVED EQUIVALENT. M "� `! j�\� 2" MAX CLEARANCE FROM KRFMML DATE APP'D MOONS FENCE TO GRADE 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES ;�OF ICE BRIDGE SPACED NO MORE THAN 6'-0".3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. PROJECT NO 544-002 ICE BRIDGE DETAIL eMCHAIN LINK FENCE DETAIL DMWUAYBMM -- MPS NOT TO SCALE -- SCALE: N.T.S. r m v_ GATE OPENING VARIES 3'-0" (MIN.) (10'-0" MAX) 1-1/4" GATE FRAME 1-1/4" TOP RAIL 2� 2"x2" - 9 GA 2-1/2" GATE POST 2-1/2" CORNER POST, 2" FENCE FABRIC FOR INTERMEDIATE POSTS - BRAIDED COPPER HEAVY-DUTY GALV NAL SEAL o GROUND STRAP LOCKABLE, SINGLE GATE (SEE GROUNDING SPECS) LATCH � THIS DOCUMENT IS THE CREATION, 3/8" DIAM TRUSS ROD WITH 11 3/16" x 3/4" STRETCHER DESIGN,PROPERTY AND COPYRIGHTED 1/2- CROWN TURNBUCKLE AT GATE ONLY BAR AT CORNER AND WORK OFT-MOBILE ANY DUPLICATION FOR DRAINAGE GATE POSTS OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #7 GA. TENSION WIRE, CONTINUOUS NOTE-IF DRAWINGS ARE 22"x34',USE Tr- - GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE d �Tf�7 �—I - T JI !—�� I1I— LEDGE L3882D —I w — Z J' SITE NAME: n > ORIENT AT&T TOWER d 11L 40200 MAIN ROAD a IF ORIENT,NY 11957 ALTERNATE FOOTING INII SHEET TITLE LEDGE (SEE NOTE 1) 1 I 1" GAP BETWEEN FINISH NO GAP BETWEEN EQUIPMENT F GRADE AND BOTTOM OF NISGRADE AND GATE FENCEE FABRIC SPECIFICATIONS 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: GATE AND CORNER POSTS 10" DIAM FOR INTERMEDIATE POSTS CONTRACTOR TO MATCH EXISTING SHEEP NUMBER CHAIN LINK FENCE SIZE AND TYPE 3 4' SWING GATE C-5 NOT TO SCALE GUNNISEHIG GMNAY REIITRIVER,NY 11Tl8 ADD 1" SCH 80 OR LIQUID TIGHT r n m o R (AG) CONDUIT LOADED W/ CAT5 v ry$$ ALARM CABLE `� m A Z mzmm m T-� DC DIESEL GENERATOR �..L ;a DC z o EXISTING GROUND RING OR NSTALL 2-1/2" SCH 80 OR LIQUID EXISTING T-MOBILE SUBMITTALS EQUIPMENT BTS CABINET DATE DESCRIPTION REVISION EXISTING GROUND BAR TIGHT AG CONDUIT W 2 4/0 ae/1y1G PON amus o (GC TO FIELD VERIFY LOCATION) TELCOFLEX CABLE EXISTING T-MOBILE PPC —c c—c—c—c —.—G—.— c— EXOTHERMIC GROUND CONNECTION TO MECHANICAL GROUND CONNECTION TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH 80 OR LIQUID TIGHT MECHANICAL GROUND CONNECTION TO ECONDUIT(AG) CONDUIT EXISTING GROUND BAR (FOR FUTURE POWER) DEFT DATE APP-0 IIEYISONS 1" SCH. 80 OR LIQUID TIGHT NO EXOTHERMIC WELD ON ROOFTOPS RFE CONDUIT(AG) CONDUIT RP YAN (FOR SIGNALING) ZONING oPs CON 1" SCH. 80 OR LIQUID TIGHT GROUNDING SYMBOLS STE AC ONE LINE DIAGRAM CONDUIT (AG) CONDUIT (FOR GENERATOR BRANCH CIRCUITS) 0 COMPRESSION TYPE CONNECTION PROJECT NO- 544002 -- NOT TO SCALE DRAWN BY: BMM • EXOTHERMIC WELD TYPE CONNECTION MPS 0 NOTE. co FINAL TERMINATION PER '' W Ga' LOCAL FUEL PROVIDER. 0 �A WARNING TAPE MATCH EXISTING WITH TRACE WIRE FINISH GRADE O EXISTING COMPACT NATIVE BACKFILL IONAL SEAL FINISH GRADE (90% COMPACTION) THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN z \\ \� — �\/ CONSENT IS STRICTLY PROHIBITED. \ NOTE.IF DRAWINGS ARE 22'x34',USE UNDISTURBED GRAPHICAL SCALE AND/OR 1/2 TIMES NATIVE SOIL OF THE NOTED SCALE COMPACTED SAND SITE NUMBER: NEW 3/4" PE COVER (12" MIN) L113882D FLEX LPG PIPING 18" (MIN) OMPACTED SAND SITE NAME ORIENT ATST TOWER BEDDING (6" MIN.) 40200 MAIN ROAD ORIENT,NY 11957 NOTE BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, SHEET TTTIE AND FREE OF ROCKS AND DEBRIS APU SCHEMATIC & DETAILS SHEET NUMBER 2 LP GAS PE PIPE TRENCH -- SCALE' AS NOTED C-6 ------------------------------------------------------------------------------- T o omohne� I I I I II T�3O 0SU M ISE HIG GATRPARHBWfAYt A,e NY 11T.fl I 1 82 67" `r V tOOQ n Z p N} D 1 _ i u— ma LL 0 3' WORKING CLEARANCE ! Z AT ACCESS POINT in I I M I SUBMITTALS i DATE DESCRIPTION REVISION OB/14/18 FOR PEHOf 0 I j `---------------------------------- ------ _______--- W I U 1 I Q Z <O 1 w LL U N I (D W I ?U I I Y¢ I 3 6 j DEPT DATE APP'D RE4ISIONS WE I N I RF YAN. L---------------------------------------- ---------------------------------------J ZONING OPS CONSf0. SOE AC PROJECT NO: 544-002 DR _ BMM E fD MPS � Ns�0 ACCESS POINT FOR' ACCESS POINT FOR* ACCESS POINT FOR' r ALTERNATOR ENGINE GENERATOR CONTROLLER _�J BATTERY OIL FILTER WEB CONTROLLER AIR FILTER 0 0 RADIATOR GEOTAB MODULE 0 !, Q 0911 MUFFLER SET RECTIFIERS "' PDU BOX 0 0 FUEL LEVEL 0 OIL PRESSURE P SSIONAL SEAL COOLANT TEMP ENGINE SPEED THIS DOCUMENT IS THE CREATION, oOf DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN co C-4 CONSENT IS STRICTLY PROHIBITED. O O O O NOTE IF DRAWINGS ARE 22'Xd4',USE GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE. SNUMBER: rn 220 GALLON FUEL TANK LI13882D N SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 DELTA 25kW DC DIESEL GENSET SHEET TITLE W/ 220 GALLON TANK AND INTEGRAL RECTIFIERS 25kW ® 75% LOAD: 120HRS GENERATOR DC OUTPUT: 52VDC ® 100% LOAD WEIGHT: 291OLBs (W/0 FUEL) DETAILS UL RATING: UL2200/UL142 ACOUSTIC RATING: <75dBA ® 23' 1 GENERATOR DETAIL SHEET NUMBER C7 NOT TO SCALE C-7 Ejlf El -Mob 1e T- ODRF NOIWRE�LLC GENERAL NOTES- FIBER REINFORCED POLYMER (FRP) NOTES- MASONRY CONSTRUCTION NOTES' 35005UNRISENIGNWAY GREAT RIVER,NY I11 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1 FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBUES) SHALL CONFORM TO ASTM D638, 1 ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 695, 790 PLATES AND SHAPES TO BE FY = 5 35 KSI LW (SAFETY FACTOR OF 8), .945 KSI CW GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, (SAFETY FACTOR OF 8) MIN •FOR INTERIOR/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 EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI. m m 2 ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER -BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR r (ON g MASONRY STRUCTURES. v N $ 3 ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 3. ALL FASTENERS TO BE 1/2" DIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, mim EXPERIENCED 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 BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS ALL MORTAR TO BE 2000 PSI MIN. " 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF ¢o LL CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 4 THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY �• o 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND EXISTING BUILDING, U N.O. GROUTED BLOCKS- LOCKS 7 SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE O •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING MINIMUM MODULUS SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 5. STUD/NUT ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 166 3 PSI FOR FULLY AND/OR CONSTRUCTION GROUTED BLOCKS. / 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED -BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR SUBMITTALS MASONRY STRUCTURES. DATE DESCRIP70N REVISION 6 THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE- oeo,/,R ISSUED RJR REVIEW o SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE TOWER PLUMB & TENSION NOTES: DESIGNS MEETING TIA STANDARDS THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1 PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE SIZE ULTIMATE TORQUE RECOMMENDED MAXIMUM DRAWINGS 7 INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR STRENGTH INSTALLATION TORQUE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY 3/8-16 UNC 8 FT-LBS 4 FT-LBS IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 8 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINIGY 1/2-13 UNC 18 FT-LBS 8 FT-LBS ENGINEERING IF ANY DISCREPANCIES EXIST. 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE 5/8-11 UNC 35 FT-LBS 16 FT-LBS BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0 25% OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. STEEL CONSTRUCTION NOTES. 3/4-10 UNC 50 FT-LBS 24 FT-LBS 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE DEPT DATE APR'D REVISIONS 1 STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL "� OF STEEL CONSTRUCTION 14TH EDITION, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE aV ' FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES. zowNc 2 ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT DPS wNnR OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED SPECIAL INSPECTIONS NOTES: SRE"o GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. 9 STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND PROJECT NO 544-002 3 ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. 1 A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE D BE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING lEq4EMW BDA HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK. < clT 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). 4Q� �2 • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. C/) 4CC • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. 12. ALL FRP PLATES TO BE FIBERPLATE MOLDED FRP PLATE. b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED L ^A W • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. PER "TURN-OF-THE-NUT" METHOD. {S a ,y/� i�� Lul • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. C. MECHANICAL AND EPDXIED ANCHORAGES.- •,ir���+r = j • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL • U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U N.O. LABEL. d. FIBER REINFORCED POLYMER. 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N 0. 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED S Q� SPREAD OF 50. DESIGN DOCUMENTS IS BEING INSTALLED. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. P SIONAL SEAL 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH •THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE 8 ALL HILT] ANCHORS TO BE CARBON STEEL, U.N.O. REPORT RR25536, DATED FEBRUARY 1, 2016. PROPERLY SEALED USING A VINYL ESTER SEAUNG KIT SUPPLIED BY THE MANUFACTURER. • MECHANICAL ANCHORS- KWIK BOLT-TZ, U.N 0. THIS DOCUMENT IS THE CREATION, • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS. SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE ANCHORS:ADHESIVE - HY150, U.N 0. SECTION, THIS SHEET. THE APPROVED DESIGN DOCUMENTS. WORK OF T-MOBILE ANY DUPLICATION • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. OR USE WITHOUT EXPRESS WRITTEN 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING CONSENT IS STRICTLY PROHIBITED r 9 ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KSI KSI YIELD, U.N.O.ULT 50 BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS / NOTE IF DRAWINGS ARE 22">C34",USE RANGE RECOMMENDED GRAPHICAL SCALE AND/OR 1/2 TIMES 10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CLIP OF THE NOTED SCALE EDGE DISTANCE- CL*BOLT TO END 2.0-4.0 3.0 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. SITE NUMBER: EDGE DISTANCE- CL*BOLT TO SIDE 1.5-3.5 25 L113882D CONCRETE CONSTRUCTION NOTES: BOLT PITCH - CL*TO CL* 4.0-5.0 5.0 /-/Z- Zz=/�=_ SITE NAME: 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 ORIENT AT&T TOWER SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR WOOD CONSTRUCTION NOTES. 40200 MAIN ROAD REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER I ORIENT,NY 11957 AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. BENDING VALUE OF 1000 PSI MIN. SHEET TTTLE 2 EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 2 ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN BENDING SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN. U.N.O. NOT TO ENCROACH ON BOLT HOLE GENERAL REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING AGENT, IX SAKRETE OR EQUIVALENT, TO ENSURE A QUALITY BOND BETWEEN EXISTING AND 3 ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR NOTES PROPOSED CONCRETE SURFACES. BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O SHEET NUMBER S-1 TatOO N NIG FLLC �SO O SUSDNRISEISE 11739 W GRR EAT IVER,NY 11]38 X X x PROPOSED T—MOBILE RAISED 1 EQUIPMENT PLATFORM WITH CANOPY 33 o EXIS77NG RETAINING WALL m T�� \ \ � �Q0 L I Z \ / SUBMITTALS )< DATE I DESCRIPTION REVISION OR/01/18 MED FDR REVIEW 0 x x x \ \ x \ \ DEPT DATE APP'D REVISIONS RPE x RF MAN x \ ZONING OPS CONSRL SRE AC x PROJECT NO 544-002 \ DRAWN BY BE .., BDA x EXIS77NG OTHER CARRIERS RAISED �Q� f� wl EQUIPMENT PLATFORM WITH CANOPY Co t 6y Lu x r � �,1`i �• A w \ x AL SEAL /X \ THIS DOCUMENT IS THE CREATION, \ DESIGN,PROPERTY AND COPYRIGHTED x WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN x CONSENT IS STRICTLY PROHIBITED, \ x x \ NOTE IF DRAWINGS ARE 22'11USE GRAPHICAL SCALE AND/OR 1122 TIMES \ OF THE NOTED SCALE j x SITE NUMBER: LI13882D \ xSITE NAME- ORI \ ENT ATBT TOWER ,c \ X/\ 40200 MAIN ROAD \ V I ORIENT,NY 11957 x SHEEP TITLE x x m ® SITE PLAN m . \/X '•® �* EXISTING MONOPOLE ° o SHEET NUMBER ° o . SM2 ® ®Mob le t T�OBNP N—E—LLC ­0 SUNRISE HIGHWAY GREAT RIVER,NY 11]38 S6 C 15=0' C et s� 7'-6' 7'-6' ss D B O n L N d o6 Z m C PROPOSED 1/2'DIA A307 BOLT(TIP) Z z N ik I I �aoLL PROPOSED ANGLE CUP L6x6x1/2'(TYP) PROPOSED ANGLE CLIP L4x4x1/4'(TW) SUBMITTALS PROPOSED ANGLE L4x4x1/4 (T)P) DATE DESCRIPTION REVISION 08/01/18 ISSUED FOR REVIEW 0 PROPOSED HSS 4x4x3/8'(TW) I I o PROPOSED W10x22(TYP) I I LLLLLLLLLLLLLLL _LLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLL -LLL LLLLLLLLLLLL LLLLLLLLLLLLLLLLL I DEPT DATE APP'D REVISIONS _LLLLLLLLLLLLLLLL RFE t (�� _LLLLLLLLLLLLLLL PROPOJGY CANOPY(T)P) LLLLLLLLLLLLLL I I M LLLLLLL 0 LLLLLLL RF St, LLLLLLLLLLL II II ZONINGLLLLL LLLLLLLLLLLLLL OPS LLLLLLLLLLLLLLL LLLLLLLLLLILLLL CONSIRL LLLLLI SITE AC PROJECT NO 544-002 DRAWN BY BE 0 0 GH ER BY BDA co PROPOSED VERTICAL HSS I I "' / 1 _ W uj 4x4x3/8'(TYP) - EL, RUFN5 AL SEAL I THIS DOCUMENT IS THE CREATION, 1DESIGN,PROPERTY AND COPYRIGHTED S10 WORK OF T-MOBILE ANY DUPLICATION PROPOSED STAIRS OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED I NOTE IF DRAWINGS ARE 22"x34",USE Q GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE I SITE NUMBER: LI 13882 D t S9 - - - - - - - - - - - -'- SITE NAME: o ORIENT AT&T TOWER L ° go 40200 MAIN ROAD D 1 A L A B ORIENT,NY 11957 S4 SHEET TITLE PLATFORM DETAILS PLAN VIEW SCALE NOT TO SCALE SHEET NUMBER S-3 14=101/4' � m ®Mobile© 741000P mo`Mp = X--11 1/8' 11=11 1/8' �b;�R"NY1 Y PROPOSED 1/2'DIA A307 BOLT(TYP) e L N d PROPOSED ANGLE CLIP L6x6x1 2 oTYP o w�mg PROPOSED ANGLE L441/4' NTH (1)A307 BOLT AT EACH END(TYP) 1=10 } 'o ' PROPOSED ANGLE CUP L44414'(T)P) e 0 ` ( ) o¢0 0 7 PROPOSED VERACAL HSS PROPOSED HANDRAIL 2.375 O.D. 40 SCHED PIPE(TYP) DATE SUBMITTALS DESCRIPTION REVISION 44318"(TiP) n oe/o/ie MED nrs x�EN o I � n a W Zo 0 h � 1 � LT S9 o S9 S9 EI `, IE DEPT DATE APP-D REVISIONS RFE RF PROPOSED V0x22(T)P) 1 0 \ ZONING O OPS PROPOSED VERACAL HSSe 6x6x3/8'(TYP) 1=6' a SIIE AC (2) PROPOSED ANGLES L3x3x3/8' `� s� ( ) TO FORM DOUBLE ANGLE(TYP) PROJECT NO 544-002 DRAWN BY BE S10 PROPOSED STAIRS e 5 0 CHECKED BY BDA S9 � N Vt.J0 GRADE r � Lij Lu PROPOSED 14 REBAR AES AT 2�O=4-Or. (RRST 1'-0)(TYP) F S PROPOSED(10)J8 VERACAL ARO/P�i� L REBAR(TYP) THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN PROPOSED/4 REBAR AES CONSENT IS STRICTLY PROHIBITED AT 1'-0'O.C. (TYP) NOTE IF DRAWINGS ARE 22"44",USE GRAPHICAL SCALE AND/OR 1/2 TIMES 1 PROPOSED 1=6'DIA o OF THE NOTED SCALE S9 CONCRETE PIER(TYP) o SITE NUMBER: L113882D SrrE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TnIE PLATFORM DETAILS SHEET NUMBER SECTION A-A -- SCALE NOT TO SCALE Sm4 W-40 1/4' "if is BM®bile a T-MOBOE NON1NE118T LLC S SUNRISEHIGH GREAT RIVER,NY t1T]B 6'-0' 11=10 1/4' PROPOSED 1/2'DIA A307 BOLT(TYP) Y o n PROPOSED ANGLE CLIP L6x6x1/2'(TYP) Z 01zmm 3mx �Q0 L O Z � PROPOSED MWICAL HSS u 443/8'(TW) SUBMITTALS DATE DESCRIPTION REVISION OB/01/1S s m FDR REVIEW 0 PROPOSED HANDRAIL 2.375 O.D. 40 SCHED PIPE(TYP) �o TO o , 9 6 IE G)EF PROPOSED WIOx22(TTP) �'/ / DEPT DATE APP'D REMSIONS O RTE PROPOSED VM77CAL HSS 1, 6' o l O RF WX 6x6x3/6'(TYP) ZONING (2) PROPOSED ANGLES L3x3x3/8' OSI TO FORM DOUBLE ANGLE(T)P) rN AC PROJECT NO 544002 5 / DRAWN BY BE S9 CHEC Y BDA M y ,J 0�N� GRADE �O kA t n 3T ce uJ PROPOSED 14 REBAR AES AT -) W-4-O.C. (FIRST 1'--O-) (TYP)------ TYP) 2 E PROPOSED(10)/r8 VERACAL REBAR(TYP) `OR v��6 SEAL THIS DOCUMENT IS THE CREATION, PROPOSED 14 REBAR AES DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION AT 1 O'0.C. (TYP) OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 1 PROPOSED 1=6'DIA o NOTE IF DRAWINGS ARE 22NM0 ,USE S9 CONCREX PIER(TYP) o GRAPHICAL SCALE AND/OR 1/2 TIMES OF THE NOTED SCALE SfTE NUMBER: LI 13882 D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS SECTION B—B SHEET NUMBER -j SCALE- NOT TO SCALE S■5 T. o mMobile —0.—Norttxe = ]500 SUNRISE HIGHWAY GREAT RIVER NY 11]00 14'-10 1/4' Y n m OS ON G 0 _ m PROPOSED 1/2'D/A A307 BOLT(T)P) ° ,I (T)p) 3 �Q CALL PROPOSED ANGLE CLIP L6x64/2'(TYP) ° PROPOSED ANGLE L4x4x1/4'WITH Z_ NA J07 BOLT AT EACH END(TYP) ° PROPOSED ANGLE CLIP L4x4x1/4'(TYP) SUBMITTALS � DATE DESCRIPTION REVISION 08/01/18 MUM MR REVIEW 0 PROPOSED KRACAL HSS ^ 040/8'(TYP) oa PROPOSED HANDRAIL 2.375 j O.D. 40 SCHED PIPE(TYP)--------_ w o 10 M J M DEPT DATE APP-D R&ISIONS J S9 S9 S9 RFE S8 E �E RF ww / ZONING OPS PROPOSED W10x22(TYP) k CONSUL °o \ ` °o SrrE AC PROPOSED VERACAL HSS ° PROJECT NO 544-002 6x6x3/8'(TYP) 1-6• o13Y BE �o (2) PROPOSED ANGLES L3x3x3/8' l� CHEC ED BY BDA (Typ) TO FORM DOUBLE ANGLE(TYP) E 0 5 0 1 O V �V ss1, Ft.JOyNST�fl co ul GRADE GI s50 PROPOSED 14 REBAR AES AT ,oR O'-4'0.0 (RRST 1'-0) (TYP) THIS DOCUMENT THE CREATION, PROPOSED (10)/8 VERACAL DESIGN,PROP RTYIAND COPYRIGHTED REBAR(TW) WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED PROPOSED/4 REBAR AES NOTE IF DRAWINGS ARE 22'x34,USE AT 1=0'O.C. (TYP) GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SITE NUMBER: ePROPOSED 1=6'DIA o L113882D S9 CONCRETE PIER(TYP) o SITE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS I-j SECTION C-C SHEEP NUMBER -- SCALE NOT TO SCALE S.6 17110 1/4' -ir ° mMobfle T210OILFROHTRP LLC 3 SUNRISEHIGHWAY 11110 1/4 6-O' G—TT RN P,W 11M PROPOSED 1/2'DIA A307 BOLT(TIP) Y N m n PROPOSED ANGLE CUP L6x6x1/2'(TYP)------- z TYP) Z 2 zv mm�ac L� m O PROPOSED VERACAL HSS o 4x4x3/8'(TYP) SUBMITTALS CID DATE DESCRIPTION REVISION "\ W/01/I8 MUM FOR REVRW 0 PROPOSED HANDRAIL 2.375 j O.D. 40 SCHED PIPE(TYP) Eo I I 1 9 6 EF J S8 EI a S9 \-L-/ IE PROPOSED WIOx22(TYP) °o � O DEPT DATE MPD REVISIONS RFE PROPOSED VER7ICAL HSSo 0 C RF MAN 6x6x3/8'(TYP) (2) PROPOSED ANGLES'L3x3x3/8' � ZONING ops ( ) ,� TO FORM DOUBLE ANGLE(TYP) CONSTR SITE AC 5 ' n PROJECT NO 544-002 S9 'o DRAWN BY BE I� BDA ePROPOSED STAIRS 4A 1 J H GRADE 10 co F W PROPOSED 14 REBAR AES AT � Fr\�� ➢�� Qq O.0 (FIRST 110)(TYP) C� isyl 2 PROPOSED(10)V VER ) A Q RERAR RD SEAL PROPOSED 14 REBAR AES THIS DOCUMENT IS THE CREATION, AT 110.O.C. (TYP) WORKOFOPROPERTY MOBI EANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 1 PROPOSED 116'DIA o S9 CONCRE7E PIER(TYP) o NOTE IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM DETAILS SECTION D—D SHEET NUMBER -- SCALE NOT TO SCALE S-7 -7 © °M®bile T�IOOIIP NORTNE-LLC 35D0 SUNRISE HIGHWAY GREAT RIVER NV11M W-0, 3=11 1/8' 3'_8• 3t--8, 3'-8 7/8' ` T Y N m O ° ° O ° ° tONOn 00 00 0 .00 , (EQUAL) I (EQUAL (EQUAL) ° ° ooao� S10 PROPOSED 19-W4-73 GRAANG(TW) I I 7 I I Z I I Sg I I I I I I — PROPOSED ANGLE L403/8"(TYP) I I I I I SUBMITTALS DATE DESCRIPi10N REVISION OB/Ol/18 ISSUfD Fl)R REVIEW 0 I I I I I I I I I I ■ PROPOSED W10x22(TYP) I I I I I s I I I *0.*Sg I I I DEPT DATE APP'D REVISIONS PROPOSED HANDRAIL 2.375 RFE O.D. 40 SCHED PIPE(m) I I I I I o RF NAN ZONING ops CGNSIR ° I ° SITE AC 8 I I I I o PROJECT NO 544-002 Sg I I I I DRAWN BY BE ° CHECKED BY BDA I I I I �o S?� ((0 PROPOSED VER71CAL HSS � '.:403/8'0) - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® �{ LAj 51 0 o / Fin V L1J3 PROPOSED 2 I Igg H-FRAME I o I I I I ARS THIS DOCUMENT IS THE CREATION, S10 PROPOSED STAIRS I I I I DESIGN,PROPERTY AND COPYRIGHTED _ I I WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED o NOTE IF DRAWINGS ARE 27'x34",USE GRAPHICAL SCALE AND/OR 112 TIMES 3 M OF THE NOTED SCALE S� I SrrE NUMBER: ° °o o 61° ° LI13882D u - - - - - - O - - - - - - o SITE NAME: ORIENT AT&T TOWER A- o o (EQUAL) (EQUAL) 40200 MAIN ROAD ORIENT,NY 11957 SHEEP TM-E SECTION E—E -- SCALE NOT TO SCALE PLATFORM DETAILS SHEET NUMBER S-8 NOTE.• BEAMS, CHANNELS AND N-m- o eM®bil�e ANGLES TO BE COPED AS NECESSARY. up T� alm NORIME LLC PROPOSED ANGLE 4x4x3/8'(TW) GA TRRISE HIGHWAY GREATRI ISE IGMAS G I I PROPOSED PLA IE 8x4x1/4'(TYP) FF IF PROPOSED 1/2'DIA A307 BOLT(TYP) � o Zk_—PROPOSM 2.375'O.D. 40 SCHED PIPE, Y O W L N o R PROPOSED VERTICAL REBAR(10)/B(TIP) 4=0'LONG(TIP) O dZm O PROPOSED 3/4'DIA A615 GR. 75 ANCHOR PROPOSED 2.375'O.D. 40 SCHED PIPE, Z d 0 0 0 o w/ni 2=o`EMBEDMENT(TYP) s'-s`LONG(TYP) � �Q IE a� O • ^ PROPOSED HSS 6x6x3/8' G PROPOSED CROSSOVER PLATE o " s H—FRAME DETAIL S/IE PRO 1 PARTS SCX1-K(T)P) 00 Almo ®o PROPOSED PLATE l0xlOxl' -- SCALE. NOT TO SCALE SUBMITTALS DATE DESCRIPTION REVISION O O PROPOSED 1'--6'DIA CONCRETE PIER 05/01/18 ISSILIM FOR REVIEW - 0 O 1 4' PROPOSED WIOx22 o - J FOUNDATION PROPOSED PLATE 4x4x3/8' SCALE NOT TO PROPOSED 2.375'O.D. 40 SCHED PIPE, 1 4' 6=6'LONG(TYP) 1 4 DEPT DATE APPD REWSIONS RFE RF MAN 114' I I ZONING PROPOSED HSS 6x6x3/8' 5 P LATE TO W 10 x 2 2 CONN. CO Ops PROPOSED 2375'O.D. 40 SCHED PIPE, SITE AC .I 4'-0'LONG(TIP) -- SCALE NOT TO SCALE PROPOSED PLATE lOxlOxl' PROJECT NO 544-002 DRAWN BY BE PROPOSED 1=6`DIA CONCREIE PIER CHECKED �BBY� RDA GRADE PROPOSED CROSSOVER PLATE ,� ® 1® ry Jp SIZE PRO 1 PARTE SCXI-K(TIP) PROPOSED HSS 6x6x3/B' �'t".� �ry���� PROPOSED 3/4'DIA A615 GR. 75 ANCHOR WITH 2=0'EMBEDMEIVT(T)P) PROPOSED PLA IE 4x4x3/8' n ltl " LFJ • 1 4' Z 1 4 5' PROPOSED 1/2'DIA A307 BOLT(TYP) F'o PROPOSED PLATE 8x4x1/4'(rrP) s PLATE TO HSS CONN. — `Q0Fnry -- SCALE NOT TO SCALE THIS DOCUMENT IS THE CREATION, 8' TYP DESIGN,PROPERTY AND COPYRIGHTED PROPOSED ANGLE 4x4x3/ (TYP) WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 4 SECTION G—G NOTE IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE AND/OR 112 TIMES SCALE NOT TO SCALE OF THE NOTED SCALE PROPOSED 2.375 O.D. SITE NUMBER: 40 SCHED PIPE L113882D 1 4' PROPOSED PLA IE PROPOSED PLA IF 3' SITE NAME: 5 3/4x5 3/4x1 PROPOSED W10x22 PROPOSED W10x22 I I 5 3/4x5 3/4x1/4" /4' ORIENTATBTTOWER PROPOSED 2.375 O.D. p O 40200 MAIN ROAD PROPOSED A36 ANGLE CLIP — PROPOSED A36 ANGLE CLIP PROPOSED 1/2'DIA 40 SCHED PIPE O ORIENT,NY 11957 o L4x4x1/4'(BOTH SIDES) Do L3x3x1/4' A307 BOLT(TIP) PROPOSED 1/2'DIA SHEEP TITLE PROPOSED 5/8'DIA PROPOSED 5/8'DIA A307 BOLT(TIP) A325 BOLT(TIP) A307 BOLT(TYP) PROPOSED W7Ox22 1 4. CONNECTION PROPOSED ANGLE L4x4x3/8' DETAILS i SECTION F—F W10x22 TO W10x22 CONN. ZTWlN22 TO ANGLE CONN. s HANDRAIL CONN. SHEET NUMBER -- SCALE. NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE NOT TO SCALE S.9 PROPOSED 1/2'DIA A307 BOLT(T)P) -Q, m sMobale 4' PROPOSED C10x20(TW) Ti--NGR ILII5 uc 3500 SUN ISE HIGHWAY GREAT RIVER,NY 11]38 5'-0' 2_6' I oOo 114 PROPOSED PLA 7E 6x2 3/4X1/4'(TIP) I I PROPOSED HANDRAIL 2375'O.D. 40 ^ Na E o z SECTION H—H Z 2�tt� iI 7C IF -- SCALE NOT TO SCALE I..L J 7 :1—I I _ W PROPOSED C10x20(W) SUBMITTALS DATE I DESCRIPTION REVISION 1/4' W/01/18 ISSUED iDR REVIEW 0 PROPOSED HANDRAIL I I 1/4' ( ) 2.375 O.D. 40 SCHED PIPE(T)P) 3 C10x20 TO C10x20 CONNECTION -- SCALE NOT TO SCALE I PROPOSED FASIENAL v PROPOSED 19–W4-73 GRATING W/ 0500597 GRA77NG CLIP oEPr DATE app'o REVSIONS PROPOSED 1 3/4'x3/16 BEARING BAR(TIP) RF IAhN WIOX22(T?P) PROPOSED 1/2'DIAMETER ZONING A307 BOLT(IYP) ops CONSM SGE AC TIMID 544-002 0 DRAWN BY BE BDA - (TIP) Lo 1� J® ____ 4 GRATING DETAILF_r --H SCALE NOT TO SCALE HHHIII I I I-' Z, I I `gib'r�' J I I J on PROPOSED NOX22 2J, L6�1l4 OSED AJ6 ANGLE P(BOTH SIDES) AL ` PROPOSED 5/8'DIA THIS DOCUMENT IS THE CREATION, A307 BOLT(TIP) DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION PROPOSED C10X20 OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED NOTE IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE AND/OR 1/2 TIMES n C10x20 TO W10x22 CONN. OF THE NOTED SCALE SCALE NOT TO SCALE SITE NUMBER: 3, L113882D FPROPOSED C10x20(TW) I I SITE NAME: PROPOSED WIOx22 ORIENT AT&T TOWER 40200 MAIN ROAD 0 �- 1/4' ( ) I I ° ° PROPOSED PLA 7E fOx7x1/2' ORIENT,NY 11957 '/4 PROPOSED HSS 6x6x3/8' SHEEP TT1lE 0 o PROPOSED 5/8'DIA A325 BOLT(T)P) STAIRS DETAILS GRADE 3/8' STAIRS DETAIL s\SECTION J—J SHEEP NUMBER -- SCALE NOT TO SCALE -- SCALE NOT TO SCALE S-10 -if IN laM obile T'fAGe SUNRISE UNRISE HNIG GRARIR 4-6 Y Ht1W13TTA3Y0LL C 1/4' ROORNG TO BE 18 GA CORRUGATED STEB, 6' INSTALLED PER MANUFACTURERS SPECS T)P ANCHOR TO PROPOSED TUBES AND ROOF PROPSED 3/8' THICK o ANGLE BRACES WITH 3/8'BOLTS 24 0.C. CAP PLATE(T)P) d o O s o ■ m m � Z �zmm 4 � # -- ,< LL LL— o 0 Z � m SUBMITTALS ON PROPOSED HSS 4x4x3/8' co oe�oT/Eie DESroR� M REv�sioN `D COLUMN(T)P) i� PROPOSED 3/8' THICK BASE PLATE(TTP) DEPT DATE APP'D REVISIONS SECTION 1-1 RFMAN SCALE NOT TO SCALE ZONING ops CONSTR SRE AC PROJECT NO 544002 DRAWN BY BE BDA TYP 3/8 EA SIDE LdLu(CA_ID HSS4x4x3/B I t�. ,® BEAM � ti ® OFES NAL SEAL 3/8' THICK 5/8'DIA AJ25—X THIS DOCUMENT IS THE CREATION, CONNEC77ON PLATE BOLT(TYP) DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN SECTION B-B CONSENT IS STRICTLY PROHIBITED 3' PROPOSED TYP NOTE IF DRAWINGS ARE 22"x34',USE 1 W10x22(TYP) 1/4 EA SIDE GRAPHICAL SCALE AND/OR 1/2 TIMES 3/8' THICK O O PROPOSED 1/2'DIA J. i� CONNEC77ON PLA 7E OF THE NOTED SCALE �, ��4x3/B SffE NUMBER: A325 BOLT(T)P) — _ _ LI13882D 3 1/8' — — — PROPOSED HSS O O B ORIEN�TATBTMOWER 4x4x3/8'(TTP) (TYP) ' PROPOSED 1/2'D/A — 40200 MAIN ROAD O PROPOSED PLATE A325 BOLT(TYP) 3/8' THICK ORIENT,NY 11957 8x5 3/4x3/8'(TYP) '� — PROPOSED HSS CAP PLATE SHEEP TfTLE 1/4' 11 PROPOSED 4x4x3/8'(TTP) /4 BOLT ITAYPA325-X ( ) WIOx22(TTP) 1/4' 1 I HSS440/8 CANOPY COLUMN 8718' PROPOSED 3/8' DETAILS (np) THICK PLA 7E(TTP) SHEET NUMBER 2 BASE PLATE 3 BASE PLATE 4 BEAM TO COLUMN CONNECTION -- SCALE. NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE NOT TO SCALE S-11 CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: OT L3 13Not's(Bo QT-MOBILE 6102 EQUIPMENT CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL RECEPTACLE 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE T�awo`SUNRISEE MGP�HW'TAY"` Q PROPOSED T-MOBILE PPC CABINET SST SELF SUPPORTING TOWER LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND GREAT RIVFA Nr itT3Y —E— BURIED POWER CO DUI T ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. GPS GLOBAL POSITIONING SYSTEM BURIED TELCO CONDUIT p ELECTRIC & TELCO FEEDER - PROVIDE ELECTRIC & TELCO CONDUIT TYP TYPICAL —'— 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 �3 FOR NEW EQUIPMENT CABINET. SEE ONE LINE DIAGRAM FOR CONDUIT DWG DRAWING © ELECTRICAL METER UNLESS OTHERWISE INDICATED. CONDUITS EXPOSED ABOVE AND FEEDER SIZE CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. BCW BARE COPPER WIRE GROUND SHALL BE RIGID GALVANIZED STEEL. ALL UNDERGROUND CONDUIT SHALL TRANSITION FROM PVC TO x o m NEW FIBER SERVICE - PROVIDE (1) 2" PVC CONDUIT FROM EXISTINGBFG BELOW FINISH GRADE ® INDICATES CODED NUMBER RIGID ABOVE GRADE. PROVIDE 36" SEPARATION BETWEEN t iy$g Q4 FIBER DEMARC TO PROPOSED PPC CABINET. (PENDING COORDINATION W/ WITH POWER AND TELEPHONE CONDUITS. SUPPLY WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE �J SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG 2 RE LENGTH OF UNDERGROUND CONDUITS. CAB CABINET ENTIRE 3 a 8� PROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 200AMP PANEL TO C CONDUIT QS UTILITY POLE 3 ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN Q �a o LL 5 PROPOSED CABINET FOR POWER AND TELCO. CONTRACTOR TO VERIFY INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, CONDUIT AND WIRE SIZE. SS STAINLESS STEEL POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 7 G GROUND & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. L, PROPOSED METER ENCLOSURE AND MAIN DISCONNECT SWITCH MOUNT AWG AMERICAN WIRE GAUGE QTO EXISTING UTILITY BACKBOARD (PENDING COORDINATION WITH RGS RIGID GALVANIZED STEEL 4. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. UTILITY COMPANY) COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. SUBMITTALS 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING DATE DESCRIPTION REVISION NEW POWER SERVICE - PROVIDE 200A SERVICE FROM NEW METER TO IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND 0/"/18 MR PMff G Q7 T-MOBILE 200AMP PANEL (1) 2-SCH 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY. 3/0 & (1) #2 GND CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF Qg PROPOSED APU (GENERATOR). CAPS NOT DUCT TAPE PROVIDE 200 LB PROPOSED 1" LIQUID TIGHT CONDUIT W/ CAT5 ALARM CABLE & NEW AND POWER CONDUITT PULL WIRES IN EACH TELEPHONE 2" LIQUID TIGHT CONDUIT W/2/0 TELCOFLEX CABLE. PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC UTILITY REQUIREMENTS DEPT DATE APP'D IZEMONS 1/ RIFWE YAR —J ZONING CO Y-Y ■�Y-%-k k�i�i-%moi-i-Y-i-i-Yak-1-x� CONSTR SITE AC _ I PROJECT NO 544-002 DRAWN BY: BMM LA— — — — — — CHEC MPS /) & REWyo ~ ' JON = jLLJ co p bl,k' I I i 3 5 p � aia—tff—lY3 I m r 3—3—3—3—3—3—3—3-� r 1 1 1—1 THIS DOCUMENT IS THE CREATION, j I I DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED NOTE.IF DRAWINGS ARE 22x34',USE\ GRAPHICAL SCALE AND/OR 1/2 TIMES \A m 6 0 0 0 0 o I OF THE NOTED SCALE SITE NUMBER: L113882D SITE NAME:- 7- AME7- / \ / \ ORIENTAT&TTOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TTTLE ELECTRICAL SITE PLAN SHEET NUMBER 1 ELECTRICAL SITE PLAN NORTH -- SCALE• NOT TO SCALE E'1 TO 13 13MOV58 E3 T;IOBISU NOR H-AY u,e GROUND CONNECTOR – UL chem wvEN Nr„ree LISTED SEE NOTE 2 BELOW NOTE. (SIZE AS REQ. FOR CONDUIT) RIGCONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1–j" COUPLINGEL CONDUIT GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT (TIP OF 2 MIN.) ANCHORED BE REMOVED FROM PPC AND TO WALL WITH MINIMUM (4)Yz" DIA. EPDXY ANCHOR BOLTS6" WIDE YELLOW WARNING TAPE INSTALLED ONTO TRANSFER PER UNISTRUT. CONTRACTOR TO MOUNT PPC CABINET TO WITH BLACK LETTER. TAPE TO SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ: CAUTION ELECTRIC LINE m N W io GRADE BURIED BELOW Y o^ MATCH EXISTING GRADE y $ LD 7F PVC SCHEDULE 40O FRONT AC Z m ONELAS AYYOU SOWN I I II ENCLOSURE I a e I I II I I III-III ao ____ –_ III—III L.L o a 0` FRONT TELCO M I I F9 5— G---S -_ TO 0 v �ti'lJ (ja o taFooaE xoxnEwtr ue �L 35005LIMUSE HIGHWAY GFOAT RNEfL NY 11Td9 `0 w � N�g4 m mm �a$x LL a 0 0 Z ^ SUBMITTALS DATE I DESCRIPDON REVISION OB/ts/te FOR PERW o DEPT. DATE APP-) RUMORS RFE RF WIL zomm ops CONSRL SID:AG PROJECT NO. 544-002 D BMM frr MPS CONTRACTOR TO VERIFY LATEST PLUMBING , \' DIAGRAM WITH FINAL T—MOBILE RFDSCD tVl �µ Op PROFESSIONAL SEAL THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE.IF DRAWINGS ARE 22 x34',USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TTIIE COAXIFIBER PLUMBING DIAGRAM SHEET NUMBER 1 COAX/FIBER PLUMBING DIAGRAM NOT TO SCALE Ex3 CODED DRAWING NOTES GROUNDING SYMBOLS T o ° e° PROPOSED T-MOBILE EQUIPMENT CABINETS TO -ommmomxrwer- Q BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. (TVP.) 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. ® GROUND ROD 35m Uu SEHIGHwAv GN TRNTRNYIIM QPROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT 16 BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING ® ACCESS WELL ® GROUND ROD WITH ACCESS PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING a ■ COMPRESSION TYPE CONNECTION � Y O W Q PROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER. (TVP.) • EXOTHERMIC WED TYPE CONNECTION t $$ —13 — #2/0 BTS COPPER CONDUCTOR m m m Q5 BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE Z E ® m a LL 6 BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING INDICATES CODED NOTE u- WITH PROPOSED #2/0 SOLID TINNED BCW(TYP. OF (2) PLACES). 7- BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING 2 WITH #2/0 SOLID TINNED BCW (TYP.) G-3 1 �n 3 SUBMITTALS eQ BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING 11 1 G-3 DATE I DESCRIPTION REVISION WITH #2/0 SOLID TINNED BCW TVP. OF 2 PLACES). e oe/u/,e M"R nun o BOND PROPOSED GROUND RING TO COMPOUND GROUND V V/ \� //1 / \ f II // 1 I ��� "'—Y _—�;',_ ' \� ' " SYSTEM WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES). 10 / r `• BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING _-, ,-,� -,-,-,� � � _____• I I ____ 10 yNTH #2/0 SOLID TINNED BCW AS REQUIRED. �,�• � r I BOND PROPOSED GENERATOR TO PROPOSED GROUND RING 11 WITH #2/0 SOLID TINNED BCW AS REQUIRED D I •~ ^-•� •~• y/ 16 12 BOND PROPOSED PPC CABINET PER MANU. SPECS l��•• �Y—Y—X—Y—Y— Y \4 — / Deer DATE APFID EEvmDHs 13 BOND PROPOSED ACCESS GATE TO EXISTING COMPOUND GROUND RINGIQ) RFE 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS. _ 15 zG i• / RF uUMHwc on CONM� GENERAL GROUNDING NOTES: sI,E ec 5 i f PROJECT NO 544.002 ��• �1 ' I I �� _ 1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS: BMM _ `-------- • D - •- - #2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD j o o � � I F ti� E _ MPS TO RODS OR GROUND RING ° I I 14 -' - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, 4 d ° I i �j- I 1 •i „+�? � �FSp COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED) PROVIDE LOCK WASHERS FOR ALL MECHANICAL �• ° ° • I i ISI ° \� CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL ° o 'LLMIJ I O •�•� I I I ( W HARDWARE THROUGHOUT I •� i ° i •I r �Lp- Z 2 ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 6 I [ ,—,—,-Y—Y— -•-•- •-�r • Y—x —�— =j r _'�` `S �C.Or 3/4" PVC CONDUIT SEAL AROUND CONDUIT THROUGH WALLS. NO r p I S METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS 1�\ 12 B P~ 3. OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WED AND \� I \ _j �/ r R0 CONDUCT MEGGER TEST PRIOR TO BURIAL MAXIMUM 5 OHMS 9 RESISTANCE IS REQUIRED. I 13 7 PROFESSIONAL SEAL 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, DESIGGHTED 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. WORK OF PROPERTY AN DUPLICATION UPLI CATION AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND OR USE IT OUTE PRESS WRITTEN OR USE WITHOUT EXPRESS WRITTEN NO GREATER THAN 90 DEGREES. CONSENT IS STRICTLY PROHIBITED BOND ANIDVNAS&PIPE MOUNTS 6. ALL CADWEDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, TO SECTOR GROUND BAR PER EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. MANUFACTURERS SPEaRCA1IONS NOTE IF DRAWINGS ARE 22°x34',USE (TYPOF EACH SECTOR) GRAPHICAL SCALE AND/OR 112 TIMES 7 EXOTHERMCALLYOND SERVICE OWE DITTO CO DUITS TO GROUND RING AS THEY CROSS DO NOT ' GROUNDING SITE PLAN . �.� OFTHE NOTED SCALE SCALE. NOT TO SCALE , `� �� SITE NUMBER: 8. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN NORTH - 1 • LI13882D THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER i v �'� -_�•� SITE NAME. SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. �- . '� ORIENT AT&T TOWER 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. `-- �•-. �'� PROPOSED SECTOR GROUND 40200 MAIN ROAD 15'-0°) - : BAR(T)P. oFEACH SECTOR) ORIENT,NY 11957 10 BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, SHEET TITLE TINNED, SOLID COPPER CONDUCTOR IN PVC CONNECT BAR END WITH 2 BOND TMAS TO SECTOR GROUND BAR HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND PER MANUFACTURERS SPECIACA710NS GROUNDING & ROD (TN? OF EACH SECTOR) POWER I 11. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF DIAGRAMS THE TOWER PRIOR TO THE COAX BEND 12 BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE ANTENNA GROUNDING PLAN SHEET NUMBER GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING - SCALE: NOT TO SCALE MEANS BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. G•1 2 S/S NUT 4 � < S/S BELLEVILLE HEAT SHRINK TOy o""'.,z=,r"'� `S�il�M � /p�o (CLEAR) 3/4 o WASHER 1" GwasunwsewcNwnr 7/16°2" 0 0 0 GREgT RIVER,NY 11TS9 ° ° O c oQ o o MIN 1/8" 1/4. 0 0 0 ° 0 ° 0 0 ° O 0 -------- zr— ----- MIN. O 3 0 0 1 S/S FLAT WASHER ----------- s{— —ABE- 0 LEGEND N o COPPER BUSS m m 1. TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO., HARGER TGB114420M, OR 1 ZE V EQUIVALENT HOLE CENTERS TO MATCH S/S FLAT WASHER Z �,� 2. NEMA DOUBLE LUG CONFIGURATION. ND NOT �a 8 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR HARGER EQUIVALENT. S/S BOLT (1 OF 2) DISCONNECT LL o 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT NO 3015-8 OR EQUIVALENT. NOTE 5 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR HARGER EQUIVALENT. ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE 6 5/8-11"x1" H H C S BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR HARGER EQUIVALENT. TREATED WITH T&B KOPR-SHIELD CP8 ANTI-OXIDATION NOTE. "DO NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6 12 18 ETC. GROUND BARS. COMPOUND TAG ON ALL GROUND BAR 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO. 2106060010 OR AS INTERCONNECTS SUBMITTALS DATE DESCRIPTION REVISION HARGER TGBI14420M. 00/14/151 MR PFRIIIr 0 GROUND BAR /MEQUIPMENT GROUND CONNECTION SCALE NOT TO SCALE — SCALE- NOT TO SCALE NN TIN COATED - SOLID okOM /—b JUMPER REQUIRED ONLY WHEN COPPER BUSS BAR S/S FLAT WASHER (TYP.) 7/8"0 AND LARGER (TYP.) 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP.) SOLID COPPER LUG (TYP.) NOTE: MINIMUM OF WEATHERPROOFING DEPT DATE PPPD I REVISIONS 3 THREADS TO BE KIT, ANDREW #221213 WE VISIBLE (TYP.) (TYP') RF Nu+ 20NNG OPS CONSfR SIZE STANDARD ANDREW GROUND AC KIT (TYP.). SEE NOTE PROJECT NO 544002 S/S FLAT WASHER (TYP.) DRQ _ _ BMM \�r MPS ANTENNA CABLE (TYP.) S/S NUT (TYP.) aTO S/S SPLIT WASHER (TYP.) NOTE: DO NOT INSTALL CABLE GROUND co #6 AWG KIT AT A BEND ALWAYS DIRECTS GROUND WIRE DOWN TO CIGBE - �; 4' Z CHERRY INSULATOR �_ ` i ' l0 CD INSTALLED IF REQUIRED GROUND BAR NOTE (CONTRACTOR 11 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS °°° SUPPLIED) Fns 2) COAT %RE END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION RR #2/0 AWG GREEN INSULATED INTO LUG BARREL AND CRIMPING. 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS TO GROUND BAR AS NAL SEAL PRIOR TO MATING AND BOLTING. APPROPRIATE 2 GROUND LUG �\CONNECTION OF GROUND WIRES TO GROUNDING BARS 0 ANTENNAS THISDOCUMENTIHECREA DESIGN,PROPERTY ANAND COPYRIGHTIGHT ED SCALE- NOT TO SCALE =_/s — SCALE: NOT TO SCALE WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #6 AWG FROM ANTENNA CABLE GROUND KIT::�, NOTE.IF DRAWINGS ARE 22 x34•,USE 12" APPROX. EQUIPMENT� GRAPHICAL SCALE ANDIOR 112 TIMES 2" 6" OF THE NOTED SCALE 2 1/2" 0 MAX SITE NUMBER: GROUND BAR TO BE ANTENNA MOUNTED ON WALL OR CABLE — — LI13SS2D ON ANTENNA TOWER I SITE NAME CABLEWAVE I ORIENT AT&T TOWER WEATHERPROOFING KIT CABLE GROUND KIT 40200 MAIN ROAD O O DO O 0 0 0 0 ORIENT,NY 11957 O O O Q O O O DO Q O rcoc QO #2 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) SHEET TITLE (STANDARD CABLEWAVE GROUNDING KIT) TINNED, SOLID COPPER BUSS BAR, HARGER GROUNDING TGBI14420M GROUND TWO HOLE LUG, TO TO ANTENNA CABLE BAR OR EQUIVALENT DETAILS BE USED TO CONNECT NOTE: TO GROUND SYSTEM NOTE. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR SHEET NUMBER OR EQUIVALENT ON ALL LUG CONNECTIONS 3 ANTENNA GROUND BAR g CABLE GROUND KIT CONNECTION G-2 SCALE- NOT TO SCALE \=_/ SCALE: NOT TO SCALE OT. 13 t.aoxlte xo uc �1✓ Ll eat 3500 SUNRISE HR3NWAY GREAT RNER.W NY 11 11]39 e TYPE VS TYPE TA TYPE HS TPE SS TYPE PT W r n y N m NOTE:EIDCO CADWElD-MOLD TYPES'SHOWN MERE ARE EItAYPLM CONSULT V p Wlfll PROJECT YLINAGCR FOR SPECffIC MOLDS TO BE USED FOR THS PROJECT. 0 a d mZ °,�, O _Z m m a li Cat O TYPE 2-YA-2 3 Q u n 0 TYPE CT TMPE HS TYPE XA TYPE T5 TYPE YA-2 SUBMITTALS DATE I DESCRIPTION REVISION �MEQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED 08/14/181 PERYIT G SCALE: NOT TO SCALE - SCALE" NOT TO SCALE COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w '=III=III=III=11 11=III=III=III=III=11' " 11-111=1 I I III-III-III-1 - '' DFPT GATE I MP'D I REVLSIONS 0 Lu -III=111-I I I I-I I-I 1- f6E -III- -I 11—1 I I- RF YAR 30 1n EXOTHERMIC WELD TwopsLaG m .Of�J 8" DIAMETER 5`ffE DNAC' w SCHEDULE 40 PVC ROUND RING 2/0 AWG BCW PROJECT NO. 544002 0 1 DRAWN BY: BMM °1... 4" OF LOOSE GRAVEL G _ MPS FOR GROUND RING.SEMXTTEEND SS's NST ' GROUND ROD NOTCH 2" ABOVE CONDUCTOR IT 2� _ � 2 C✓ cj �Ac W s v SF � 0 �€s 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED SEAL -- SCALE NOT TO SCALE - SCALE NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED a GRADE w A0D NOTE IF DRAWINGS ARE 22°x34',USE La N GRAPHICAL SCALE AND/OR 1/2 TIMES o OF THE NOTED SCALE M W EXOTHERMIC WELD x SITE NUMBER: L113882D SITE NAME: GROUND RING #2 0 ORIENTATBTTOWER BTS COPPER CONDUCTOR 40200 MAIN ROAD (OR MATCH EXISTING ORIENT,NY 11957 CARRIER GROUNDING) SHEET TITLE GROUND ROD COPPER CLAD STEEL 5/8"0x10'-O" LONG GROUNDING DETAILS SHEET NUMBER 3 GROUND ROD DETAIL g DETAIL NOT USED G-3 SCALE NOT TO SCALE - SCALE' NOT TO SCALE SURVEYOF PROPERTY 4th .O � r �ce��azn Ro p y8.231 " a�oOen7 �� PA SITUATE '+8.12% , Z1 ORIENT POINT DEC 2 0 2018 ��� / FI� JTOWN OFSOUTHOLD o+7.4B 20 S�.lttuT� ",�- ^,;,, ofd � I SUFFOLK COUNTY, N. Y. +8.05 +8.36 I J (P0) - 8.13 SURVEYED: DEC. 5, 2018ASPM f +8.11 'm0 -�-_ ACT PAVEMENT O +7.68'� + , NOTES: 4 7.22 PSC FENCE -,, ` 1. PROPERTY KNOWN AS TAX MAP# 1000-015-09-8.1 I(10) 2. LOT AREA =202,276 SQ.FT. (4.643 ACRE(S)) 31,w .90 3. THIS SURVEY WAS PREPARED USING A TRIMBLE +7.44 -�1 S3 ROBOTIC TOTAL STATION. NEAp /+7.82 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS &��� PART OF THIS SURVEY. 5. ELEVATIONS REFER TO A NAVD88 DATUM. 1-642 STANDARD NOTES: 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING DOCK 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP _ DOCK �`„ WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, W TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE ` LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. o a 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. DOCK 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE -^ Qj NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND h o � IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. +8732 a •� 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO .92 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, ``' POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. Cl OOCK Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED W OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. \ Z DOCK a +7.75 Ar6 +6.30 `�- DOCK ..m; +7.51 I � Ljj Z 1plf=s s5 � a � Q +9.21_ 2 -6.90 58.7' ' 48.os c0► _ o58 7, +8.07 WWHOLES o PLAT. 220.4 "> 50.2 R A/C UN1T ARFA p 7.83 793 g o Fra f Story 06 GAT a N 72e Restaurant 10.6 " 19.7 j C")) #40200 4020 N Orientm a h ' 1� "HOLES 20 20.8 a 10.5 FFL yto The 27.0 W 4 PL 66.3' �� ZN5 G E AREA M c .10 z C nn N RAM wno0 w (� '7DECK MAS" RkkfP 42.6 n� ' RAMP pL I C� ' /nl�(`1 6.59 �y O PL 1BH�7 RAISED WOOD DECKm C� CI ' W 0 4 4.0'f 200 l 1B11-712 W W� o ' O i �\ o 4.0E 20.0 T� C> \ Q) DOCK q +7.00 �y 1 � Lij Q W �J I � I W i W j +5.30 7.15I +7.45 \ DOCK / 61 / / J / +7.45 \ �s69 / 7.65 SAND.GRAVEL AND DIRT AREA \ o TBH=6.60 TBH--6.75 / 0 TIAL DOCK__ z 1 w CONCRETE BOAT RAMP S+2.33 O C\? TBH-6.95 C') Z5 TBH--6.70 BULKHEAD -- -- W TM=&2D 125' o �. +9.25 172.9' +s.o7 249.7' 9 - - - -- - - - - • f =I SAND,GRAVLl AND DIRT AREA AW"TM=9.90 30 leO"TY \ •OO ^ SAND, GRAVEL AND DIRT AREA / / TBH=8.40 O Al 00 Q '' / N W Jr N \ ROCK REVETMENT M �40- i HIGH WATER LME _t F'` r '"'qM1 �y✓✓✓/ SIWD/BFACH AREA r LOW WATER LME m &A) 4 ✓s�'`"tom.`� / / N (�®/\gyp p MICHAE WICKS, P.L.S. #50390 / / w v MICHAEL K. WICKS LAND SURVEYING a200 BELLE VIEW AVENUE, � CENTER MORICHES, NEW YORK 11934 VOICE.• 631.874.0156 - FAX.• 631.909.3845 OQO Unum wickslandsurueying.com A RECORDS OF RICHARD C. DRAKE SCALE: SURVEYED BY: DRAWN BY: SHEET: Ao A A 1"=30' S.S./J.R. S.S. 1 OF 1 •\Users\sonny\Documents\40200 MAIN ROAD OkiLNT (ORIENT BY THE SEA).dwg(SURVEY !171_)) Last Modified: Dec 11, 2018 Plotted by sonny • LLCO T • .•.M. ob i e• RLL. 35SUNRISE HIGHWYT-BVIurBILE Nv'w RTHEAST GREAT RIVERNY11- LI 1 3882D 11L113882D N Z ORIENT AT&T TOWER o¢ U- z ' SUBMITTALS DATE DESCRIPTION REVISION Oe/14/1e FOR PERMIT 0 40200 MAIN ROAD 12/13/1e RMED PER MF1 12/13/18RIMSE/le REVlsco PFR PERMIT x ORIENT, NY 11957 'M DEC 2 0 2018 (70713 GROUND 6102 M UAC CONFIGURATION) DEPT. DATE APP'D REmsaa RFE 20NIM OPS OONSIR. VICINITY MAP GENERAL NOTES PROJECT SUMMARY sEAc. 1 THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 8.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SITE NUMBER: U13882D APPLICANT T—MOBILE NORTHEAST LLC PROJECT NO: 544 002 ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT AT&T TOWER 3500 SUNRISE HIGHWAY DRAW BMM ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS SITE ADDRESS: 40200 MAIN ROAD GREAT RIVER, NY 11739 Y MPS COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH ORIENT, NY 11957 T—MOBILE DEVELOPMENT CHRISTOPHER SCHAAF �� �- JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT MANAGER: (631) 398-3399 P S Sre WORK. THE WORK PERFORMED ON THE PROJECT AND THE 9,THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT PROPERTY OWNER: M.G.H. ENTERPRISES INC. MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY 40200 MAIN ROAD PROJECT MANAGER: HIGHLANDER CONSULTANTS �C) 2J \ ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. ORIENT, NY 11957 4 RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 155 CARLETON AVENUE ? vwml.l,w 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISLIP, NY 11730 FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. TOWER OWNER: AT&T WIRELESS CONTACT: BRYAN FELTON , w COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY 5`�E IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR (631) 581-8105 Z ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE Cj G a1 EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LAT./LONG.. N 41'9' 9.3126' / W 72' 14' 39.0546' ARCHITECT/ENGINEER: INANIGY ENGINEERING 01 / IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION TYPE: IIB 1033 WATERVLIET SHAKER ROAD U A 1 O9 k sf DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO USE GROUP: U ALBANY, NY 12205 R�FESSIONPl 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CONTACT MAGGIE STEVENS „ OF NOTIFYING (INOR WRITING) THE SHALL REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF (518) 690-0790 PRO AL SEAL " ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY N. .„ SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE �� OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE w OF WORK. IN THE EVENT RA DISCREPANCIES, THE CONTRACTOR PROPERTY. PROJECT DESCRIPTION THISDOCUMENTIANDCOPYRIGHTS THE , SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA WORK OF T-MOBILE.ANY SHEET INDEX DESIGN,PROPERTY AND COPYRIGHTED LICATION DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE 11 EXISTING CABINETS) ®OUTDOOR SHEET DESCRIPTION REVISION OR USE WITHOUTEXPRESS PWRITTEN 4 THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER El EXISTING RBS 6201 ❑INDOOR T-1 TITLE SHEET 2 CONSENT IS STRICTLY PROHIBITED. MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS LS AND SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER ®PROPOSED 6102 ❑PROPOSED LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING BILLBOARD CONCRETE PAD = LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE. EXISTING ORTEKI Z-1 SITE PLAN 2 SED NOTE:IF DRAWINGS ARE 22)04',USE AS DESCRIBED HEREIN. ❑EXISTING ROOFTOP ❑SITE SUPPORT KR ®STEEL PROPO PLATFORM GRAPHICAL SCALE AND/OR 112 TIMES 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISIING FLAGPOLE ❑SITE SUPPORT CABINET Go 91. C 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY ®PROPOSED PPC C-1 SITE PLAN 2 OF THE NOTED SCALE. ❑EXISTING FORT WORTH SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS. ❑PROPOSED GPS ❑PANELBOARD C-2 ICOMPOUND PLAN & ELEVATION 2 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE C-3 EQUIPMENT DETAILS 2 SITE NUMBER: PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T—MOBILE REPRESENTATIVE L113882D T—MOBILE NORTHEAST LLC PROPOSES THE MODIRCATION OF AN UNMANNED C-4 EQUIPMENT SPECIFICATIONS 2 DO NOT SCALE DRAWINGS CONTRACT DOCUMENTS. WHERE A CONFECT OCCURS ON ANY OF THE CONTRACT WIRELESS BROADBAND FACILITY.ADDITION OF PROPOSED PANEL ANTENNAS, DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR C-5 EQUIPMENT SPECIFICATIONS 2 SITE NAME: (9) R CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT FO AND ORIENTATBTTOWER TMA UNITS. ADDITION ICE BRIDGE, STEEL EQUIPMENT C-6 APU SCHEMATIC & DETAILS p CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T—MOBILE PLATTFORM, HYBRID CABLES, GPS AND 61100 2 CABINET WITHIN PROPOSED ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING NOT CLEARLY DEFINED BY THE CONSTRUCTIONREPRESENTATIVE. LEASE AREA C-7 GENERATOR DETAILS 2 40200 MAIN WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWINGS/CONTRACT DOCUMENTS. 11957 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ELECTRICAL SITE PLAN 2 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. E-2 ELECTRICAL DETAILS 2 SHEET TITLE ACCORDCALL: UNLESSNG TO THE NOTED OTHERWISE OR WHERE LOCAL CODESOR16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 'CALL BMW YOU DIO' ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. WWyyDKIµgYNEWYOFALCOM G-1 GROUNDING AND POWER DIAGRAMS 2 TITLE SHEET CALL OR OR 1-IOo-Y62-7M G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 MEW AIMAIng6 FILL E eamM rR NL i 7111 IN Acommm E sm LUIE30�SOIeIVOi N-1 GENERAL AND ELECTRICAL NOTES 2 SHEET NUMBER COLOR CODE FOR UTILITY LOCATIONS N-2 GRADING & SEDIMENT NOTES 2 ELECTRIC — RED SEWER — GREEN GAS/OIL YELLOW SURVEY — PINK S1—S11 PLATFORM DESIGN DETAILS 2 — TEL/CAN — ORANGE PROPOSED EXCAVATION — WHITE T'1 WATER — BLUE RECLAIMED WATER — PURPLE GENERAL SITE NOTES. T m EMobile 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT T-1111 11 NORT—T LLC BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN —S SUNRISE IVER IG~ NY WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. ^^�� 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION. W 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION. x 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF t iy ADVERTISING. �'m EXISTING J,z T 5. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES d ran GARDNER'S BAY NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. LL 6. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE EXISTING WOODEN OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. MARINA DOCK (TYP) S. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES. THE EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED. Y CONTRACTOR Ge/ /ie roM PEwr CONTACT \` PERFORMING WORK ON THIS SITE MUST CONNTACTACTAN0 MISS UTILITY AT 1�/ie REVISED PER PuIfOXY I LEAST 48 HOURS PRIOR TO COMMENCING WORK. +2/I3/1e "SO PEM PEM 9 z 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN "/- 12 MONTHS OF CESSATION OF OPERATIONS. EXISTING WOODEN / EXISTING MARINA DOCK (TYP) /'' EXISTING BEACH `\. SITE LEGEND SITE PROPERTY LINE STREET OR ROAD IN". DATE APP'O REMSIONS '\� WE EXISTING RESTAURANT & "/" `\� CHAIN LINK FENCE RP DAN.EXISTING WOODEN ZONING MARINE FUELING STATION �/" RETAINING WALL (TYP) ,\`.\, — OPAQUE WOODEN FENCE waM _� TREES M' �/- PROPOSED T MO6WLE 12=6Jf 17=0"RAISED STEEL SHRUBS SITE TREES/ SHRUBS PLA IFORM WTHIN PROPOSED PROJECT NO: 544-002 TREE LINE DRAWN BY SIMM f4-0-Xl8--02EASE AREA W/OVERHEAD ICE CANOPY '"`1 /' EXISTING BAY (FOR ADD177ONAL INFORMA1I0V, REFER 70 PAGES SI—Sl 1) C-2 MPS /- J �( UTILITY POLE APPROXIMATE LOCATION OF /' / J }�1ro '/ (E) EXISTING O S EXISTING PROPERTY LINE ST EV �" � (N) NEW O,� S �/- "/ 10• A , (P) PROPOSED 4 a (F) FUTURE Li EXISTINGM Z MONOPOLE TOWER PARCEL KEY c 1 PROPERTY OWNER: MGH FD 071EXISTING 09 P� WALL (TYP)CK ENTERPRISES INC pROFESS��N PARCEL ADDRESS. 40200 MAIN K SEAL EXISTING FENCED ROAD ORIENT, NY EQUIPMENT COMPOUND TAX ID: 1000015000900008001 THIS DOCUMENT IS THE CREATION, ACREAGE. 4 73 DESIGN,PROPERTY AND COPYRIGHTED WORK OF T•MOBILE.ANY DUPLICATION APPROXIMATE LOCATION —gTA1E PARKWAY—I CONSENT ROUT EXPRESS WRJ DN — OF EXISTING TREE LINE ./" NOTE:IF DRAWINGS ARE 225134',USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE. EXISTING SITE NUMBER: STORAGE BUILDING L113882D SITE NAME: EXISTING ASPHALT n; ORIENT AT&T TOWER PARKING LOT 3 I III 40200 MAIN ROAD L.` ; 0[EsD ')G p ORIENT,NY 11957 EXISTING TRANSFORMER, G L U METER AND DISCONNECT s SHEET TITLE SITE PLAN GRAPHIC SCALE: 20' 10' 0 10' 20' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, �, 1 SITE PLAN DATED 02/21/17 AND A SITE WALK COMPLETED — SCALE: AS NOTED Z.' BY INFTNIGY ON 03/15/18 AND DOES NOT NORTH SCALE (11 x17): 1" = 20'-0" REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22x34): 1" = 10'-0" NOTE: GENERAL SITE NOTES. T m �MObile� FOR MORE INFORMATION PERTAINING TO THE PLATFORM DESIGN, REFER TO i A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT rromR NORTH—uO /Q 'PLATFORM DESIGN REPORT,' OM 1L ALV� BEEN PERFORMED BY INFINIGY BOUNDARY INFORMATION IF SHOWN 3e SUNRISE HIGRw VVIIIPLGREAT RIVER,NY 117N BY INFlNIGY, DATED 12/05/18 WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION. \ 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE a CONSTRUCTION. N POTENTIAL ROUTE OF NATURAL 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF t N r GAS LINE FROM MAIN ROAD `\ ADVERTISING. m y z�g i / 5. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES Z I* # \ L EXISTING NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. 3 PARKING LOTS 8. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS o¢ LL DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE \ OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 8. UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS EXISTING \ AND FIELD LOCATION OF VISIBLE SURFACE FEATURES. THE GRASSY AREAS EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED.ANY CONTRACTOR W/1 4/18 FOR PER a ROPOSED T-MOBILE PLA7FCYtM SUPPORT PIER PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 12/05/18 REMRED PER PIAT Ill , \ (FAR MORE INFORMADAN SEE SHEE15 SI-Sl 1) LEAST 48 HOURS PRIOR TO COMMENCING WORK. 12/13/1R RENSEO PER Paan z It 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN \ PROPOSED r-MOBILE 3 12 MONTHS OF CESSATION OF OPERATIONS. 3 DUS77NG RELOCATED OR NEW SHRUBBERY �\ t,,3 M\N. ACCESS GA 7E C-5 C—6 AS REQUIRED(TYP. OF(5) 707AL) SITE LEGEND \3-\� PROPOSED T-MALE ACCESS STARS(FAR eTALL PROPOSED T-M X14'-0' `�� \ l MAR£#WVRMA71 M, SEE SHEETS S1-S/1) SITE PROPERTY LINE FENCIF C-5 MATO4&IS77NG FDVCE)( PROPOSED T-MOBILE 11 17'1 RAISED STEELDC-2 STREET OR ROAD DEPF. are APP'D REMSIDNs EQUIPMENT PEA7FORM W7HIN PROPOSED RFE 14--0'X18'-0l EASE AREA W/OVERHEAD ICE CANOPY CHAIN LINK FENCE RF MAN. �\ \ (FAR MORE INFORMATION, SEE SHEETS SI-S11) ZONING moo- OPAQUE WOODEN FENCE s cnNsrR H \ ----WALL �EXISTING RETAINING TREES/SHRUBS ARE Ac. 'ca. WALL (TYP) PROJECT NO: 544-002 EXISTING GRAVEL (TYP) TREE LINE DRAWN BY BNIMS EXISTING UTILITY POLE I , SAND LOT O ✓V y ` EXISTING CARRIER RAISED 7 (E) EXISTING ;.;,,. . / S. STEL, �F \ :L,..1 tSTEEI EQUIPMENT PLATFORM , (N) NEW EXISTING SHRUB TO BE RELOCATED TO EDGE OF PROPOSED T-MOBILE COMPOUND 3 E717S7NG GRADE 70 BE LEVELED AND 6RAVE7.ED (P) PROPOSED 4 EXTENSION OR REMOVED (TYP OF (5) TOTAL) 4:t \ a,`:: UPON COVPLE M OF COVS`MUC7M .s1'*`k.` (F) FUTURE 1 w PROPOSED T-MOBILE TLE BRIDGE TO BE ROUTED BELOW " \ 'C-5 EXISTING CARRIER FENCED \fX1SANG CARRIER ICE BRIDGE \ EQUIPMENT COMPOUND EXISTING CARRIER RAISEDBIL � O�ESc10 NPS PROPOSED T-MOE(18) 7/b'COAX \ "" STEEL EQUIPMENT PLATFORM i.. CABLES 70 BE ROU7ED FRAM PROPOSED SEAL EQL~T CA&IVET 70 PROPOSED AN7E714VA THIS DOCUMENT IS THE CREATION, \ ° DESIGN,PROPERTY AND COPYRIGHTED 1 WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN ga 4CONSENT IS STRICTLY PROHIBITED. EXISTING ACCESS GATE (TYP) ��•,3; ,\ NOTE:IF DRAWINGS ARE 22 USE GRAPHICAL SCALE AND/OR 1@r2 TI TIMES EXISTING STEALTH OF THE NOTED SCALE. ` MONOPOLE TOWER SITE NUMBER: APPROXIMATE LOCATION OF EXISTING TREE LINE �/ \R 13,0 " ' • ,�; a LI13882D EXISTING CARRIER ICE /� I !+ SITE NAME: BRIDGE (TYP) (ABOVE) L EXISTING li ORIENT AT&T TOWER APPROXIMATE LOCATION OF / EXISTING PROPERTY LINE \ BEACHrr 40200 MAIN ROAD EXISTING ROCK C 1 , 1 ORIENT,NY 11957 WALL (TYP) SHEET TITLE SITE PLAN GRAPHIC SCALE: 20F 10' O 1OF 20F SHEET NUMBER BASEMAPPING IS BASED ON AERIAL SITE PLAN PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, - SCALE. AS NOTED DATED 02/21/17 AND A SITE WALK COMPLETED NORTH SCALE (11x17): 1" = 20'—OFF C'� BY INFlNIGY 03/15/18 AND DOES NOT SCALE (22x34): 1" = 1 OF—OFF REPRESENT ANN ACTUAL FIELD SURVEY. NOTE NOTE T • •Mobile• FOR MORE INFORMATION PERTAINING TO FOR MORE INFORMATION PERTAINING TO THE -01111,11 10-1111-T,.. THE PLATFORM DESIGN, REFER TO TOWER STRUCTURE, REFER TO PASSING —SUNRISE HIG1,wAY GREAT RIVER,NY 111. PLATFORM DESIGN REPORT,' COMPLETED 'STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18 COMPLETED BY INFlNIGY, DATED 08/01/18. A 00 PROPOSED T-MOBILE INSTALL TO BE FLUSH WITH EXISTING CARRIER PANEL a EXISTING INSTALL AND MEET EXISTING PROPERTY SET ANTENNAS (TYP) ' BACKS EXISTING SET BACK BASED ON PROVIDED f VN DRAWINGS COMPLETED BY WFC, DATED 02/21/17. n- >° T-MOBILE EQUIPMENT ID BE/NSTAUVFD, Z m 5'N (TIP. PER SECTOR, (3)SECTORS IDTAL): • (f)RfS APXWWW/2X-C-NA20 3::e ¢ PROPOSED T-MOBILE 3 (2) IMAS ° ACCESS GALE C-5 (s) 7/B'COAX CABLES e PROPOSED L MARKS SST fENL>< N-2 �BE INSTALLED AS REQUNPED EXlS11NG QRADE >n BE LEVELED AND QRA WIED UPON OUS17NG T-MOBILE PLA IF" COMPLEnOV OF COVSTRUCIIOV n SUBMITTALS SUPPORT P0?(S SHEETS S1-Sii) li DATE OESCRIP'f10N REVISION EXISTING RETAINING 08/14/101 x/05/111 RMW FOR PPER 0 IIIA-RM I ERYR \ WALL (TYP) I 1x/13/111 REVISED PER PERMR 2 6 PROPOSED T-MOBILE ACCESS STAIRS(REFER TO SIVEM Si-SlI FOR MORE INFORMATIOV) PROPOSED T MOBILE PLATFORM UpIT(TYP PROPOSED T-MOBILE 12'--6X 17=0'RAISED OF(4) TOTAL)(70 COMPLY WTH DARK S1EEZ EQUIPMENT PLATFORM IMIHIN PROPOSED I SKY LAW AND LOCAL MUNIaFAL CODE) 14'-0'X18=07EASE AREA W/OVERHEAD ICE I CANOPY(SEE SHEETS SI-511) DEPT. GATE App o Rfl,sxxn RFE RF PROPOSED NNI. ` 1 PROPOSED T-MOBILE(9)RRUS 10 I T-MOBILE(18) 7/8'WAX CABLES ZONING 2 BE MOUNTED AN PROPOSED ++ < ID BE RWIED FRW PROPOSED EQUIPMENT ops E-2 EQu � ��PPC }�,3 '' ` H-FRAME (6)RRUS-11 84 AND 3 n ^ I CABINET 10 PROPOSED AN1E71MIAS ca+sR. \ipmmr NET1 (3)RRUS-11 B12(TYP. OF(3) C-4 * SRE AC. \ PER SECTOR (3)SECTORS TOTAL) o n PROJECT NO: 544-002 0 Z w I DRAWN BY BMM 3 0 1 a w.._r..` E70SI1NG REZOCAIED OR NEN • , Z I EXISTING STEALTH i '.I, CHEC MPS SHRUBBERY 7 REORAL) o Z I MONOPOLE TOWER - e., I ° F N E C-6 (TYP. OF(5) TOTAL) � \ � 1 0 � .. Q � S STF POTENTIAL ROUTE OF . PROPOSED MOBILE METER En a LD DEC 20 2018 �F� NATURAL GAS LINE ON PROPOSED H-FRAME ,'-� I d 1 J FROM MAIN ROAD ; ` L g -, .,_ wyj 4 A * I 1 0 1 PROPOSED T-MOBLE a C 1 4 PROPOSED T-MOBILE 6102 0, ` 2.WW Da TA DC Q�JVERAIO? C-7 e EQUIPMENT CAB/NET C C i F I $\` i, 0j 109° PROPOSED T-MOBILE(18) 7/8'COAX CABLES F p� TO BE ROUTED FROM PROPOSED EQUIPMENT -r $ I tl4IE; ti,, L CABINET TO PROPOSED ANTENNAS / r'. Z PRIVACY SLATS TO BE INSTALLED IN PROPOSED CHAIN LINK TO MATCH. \ ��- THIS DOCUMENT IS THE CREATION, 2,3 PROPOSED T—MOBILE 14�O' TALL FENCE t _ yZ.� I DESIGN,PROPERTY AND COPYRIGHTED C—rJ EXIE1030I1V(70 MA Tai EXlS71NG FENCE) t " I EXISTING FENCED WORK OFT-MOBILE.ANY DUPLICATION j EQUIPMENT COMPOUND CONSENT IS STRICTLY PROHIBITED. \ t I R USE WITHOUT EXPRESS WRITTEN , I PROPOSED T �(�' PROPOSED T—MOIL£ILLS BRILX,E TAU CE EI NOTE:IF DRAWINGS 4 GS ARE 22x',USE INSTALLED BELOW E7BSIING CARRIERS G) GRAPHICAL SCALE AND/OR 7l2 TIMES C-5 �,,} MATgV Ei (TO FOLLOW EOF THE NOTED SCALE. XIsnNG ROUTE) f SITE NUMBER: L113882D EXISTING I SITE NAME: GRAVEL (TYP) I ORIENTATBTTOWER EXISTING FENCED EXISTING CARRIER RAISED 40200 MAIN ROAD EQUIPMENT COMPOUND STEEL EQUIPMENT PLATFORM ORIENT,NY 11957 EXISTING CARRIER ICE BRIDGE (ABOVE PROPOSED T-MOBILE) SHEET TITLE GROUND LEVEL COMPOUND PLAN 1 PLATFORM PLAN SCALE. AS NOTED � A ELEVATION - NORTH - GRAPHIC SCALE: NOTE 6' 3' 0 3' 6' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, DATED 02/21/17 AND A SITE WALK COMPLETED SCALE (11x17): 1" = 6'-0" 2 TOWER ELEVATION C•2 BY INFlNIGY ON 03/15/18 AND DOES NOT 22 SCALE x34 = -- REPRESENT AN ACTUAL FIELD SURVEY. SCALE ): 1" 3'-O" NOT TO SCALE EXISTING FLAGPOLE PIPE MOUNT T m aMobflem (CONTRACTOR TO VERIFY) T-MO-1L-N-11TNWT LLC _SUNRISE HIG~ coo NY 11]38 coo YNI O m N t dY^ Z m� Z -N� d PROPOSED PROPOSED RF SYSTEM SCHEDULE ANTENNA (TYP) < SECTOR ANT ANTENNA MODEL # VENDOR AZIMUTH M—TILT E—TILT ANTENNA TMA MODEL # RRU MODEL # CABLE CABLE CABLE CABLE Z o CENTERLINE (GROUND MOUNTED) LENGTH QUANTITY DIAMETER TYPE A A-1 APXVMI2X—C—NA2O RFS 30, O• 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) �'1 ' — STYLE 1B TMA (1) RRUS-11 B12 (GROUND) 11W B -- SUBMITTALS DATE DESCRIPTION REVISION (2) GENERIC TWIN (2) RRUS-11 84 (GROUND) Oe/1R/1e FOR Powe o B B-1 APXVFWWI2X—C—Wo RF5 170 0' 7/7/7 t75' STYLE 18 TMA (1) RRUS-11 B12 (GROUND) t1G17y 6 -- GYJUY 2/m/le M'sm Pm P.TGNM + 12/13/15 REVISED PER PERMIT 2 C C-1 APXVFWWI2X—C—NA20 RF5 280 O 7/7/7 t75' (2) GENERIC TWIN (2) RRUS-11 84 (GROUND) tl�M s -- , STYLE 18 TMA (1) RRUS-11 B12 (GROUND) • CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 2096 BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) PROPOSED STEEL BAND MOUNTING DEPT. wF uvP'o REVSIONS BRACKET (CONTRACTOR TO FIELD RIPE RF MVI. FABRICATE MOUNT AS REQUIRED) (TYP) ZONING ops 4 1A SCHEDULE (PROPOSED) 2 ANTENNA MOUNTING DETAIL Gam. SRF At -- NOT TO SCALE \I—NOT TO SCALE PROJECT NO 544.002 DRAWN BY BMM MPS F NEW S TAG •� w #1 - UITAG �$QEESSi�iAL SEAL © TjAj G THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN TAG CONSENT IS STRICTLY PROHIBITED. 11.8" #2 RFS MODEL NO.: APXVFWWI2X—C—NA20 TOP © NOTE:IF DRAWINGS ARE 22'&U',USE t GRAPHICAL SCALE ANDIOR W TIMES RADOME MATERIAL. FIBERGLASS, UV RESISTANT TAG OF THE NOTED SCALE. RADOME COLOR: LIGHT GRAY DIMENSIONS, HxWxD: 46.0"01.8"x7.9" #1 SITE NUMBER: WEIGHT, W/ L113882D PRE—MOUNTED BRACKETS: 48 LBS TAG SITE NAME: CONNECTOR: 7-16 DIN FEMALE #2 ORIENTATATTOWER 40200 MAIN ROAD © ORIENT,NY 11957 METALLIC TAG NOTES. 7.9" 1 TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END SHEET TfilE OF EVERY CABLE LONGER THAN (3) THREE FEET REAR SIDE 2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO ANTENNA DETAIL METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES ARF SCHEDULE APPROPRIATE FOR CABLE DIAMETER. 4 STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL z—'^ T }1 l.o,.• TfFq CONFIGURATIONS. SHEEP NUMBER emANTENNA DETAIL4 METALLIC TAG DETAIL C-3 NOT TO SCALE NOT TO SCALE CABINET WEIGHT (WITHOUT BATTERIES): 330 KG [728 LBS] i 0 •Mobile' MOUNT PER CABINET COLOR AS MANUFACTURED: GREY, RAL7035 GLOSSY MANUFACTURERS FOR 0(� INFORMATION PERTAINING TO THE SPECIFICATIONS CABINET CLEARANCES. TOWER STRUCTURE, REFER TO PASSING �3WSSu aSE cGRwnv" FRONT. 700mm [-28'] 'STRUCTURAL ANALYSIS REPORT,' GREAT RIVER,NY111ffi SIDES. 100mm [-4'] COMPLETED BY INFlNIGY, DATED 08/01/18. y4 REAR: 200mm [-B"] f p ) 1300 [5118'] ` d�$M PROPOSED T-MOBILE EOUO"11WENT 70 BE MVSTALLED =z (T1? PER SECTOR, (3)SECTORS TITTAL). • (1)!d'S APXI FNW/2X-C-NA20 m • (2) 7MAS o • (6) 7118'COAX CABLES Z SUBMITTALS rn DATE DESCRIPTION REMSION O ae/14/1e FOR PERWf D .,yip 12/05/16 REVISED PER PUTR9R• 1 MA SE IN,, 12/13/18 AHED PER PENYR t � 11,/1/ LAIv`0 EXISTING STEALTH MONOPOLE TOWER • r, - DEPT. DATE MPD REVISIONS �I - RFE RE NAN. ZONING ops CONSTR. 0 E C 2 0 2018 SITE AC. S� 9 PROJECT NO 544.002 DRAWN B BMM ERICSSON RBS 6102 /� 2 PROPOSED ANTENNA ORIENTATION PLAN u____-__. s'__ _. ___m_,.v_ c �^ MPS 1 -- NOT TO SCALE „ O L „ I NORTH -- OT TO SCALE STE�, ^ v PROPOSED 15 WATT KNUCKLE MOUNT r 1 ERICSSON MODEL : RRUS 11 NOTE LED SPOTLIGHT OR APPROVED EQUAL A COLOR: GRAY POLE HEIGHT SHALL BE NO GREATER THAN FOUR (TO BE DARK SKY COMPLIANT) PIPE CAP TIMES THE DISTANCE TO THE PROPERTY LINE AND DIMENSIONS, HxWxD: 19 7^x17"x7 2" MAXIMUM LUMEN LEVELS PERMITTED FOR DIFFERENT MOGUL SOCKET MOUNTING h FIXTURE HEIGHTS ARE AS FOLLOWS: ' s1 j (500 x 431 x 182 mm) • S. 500-1000 LUMENS _ P� • 8' 600-1800 LUMENS Y %�0'`ice P WEIGHT 50.71 LBS (23 kg) . 10' 1000_2000 LUMENS MANUFACTURER'S CABLE OR OTHER CABLE NOTE c (N • 12' 1600-2400 LUMENS SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO `-\ «F E ,S BE COMPLIANT WITH DARK SKY LAW AND SEAL • 18' 2400-8000 LUMENS LOCAL MUNICIPAL ORDINANCES RRUS-11 METALLIC CABLE TERMINATION FITTING THIS DOCUMENT IS THE CREATION, 3" STD. STEEL POST DESIGN,PROPERTY AND COPYRIGHTED WORK OF T•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. MOUNT PER WEATHER PROOF 60 MIN. MANUFACTURERS ROTARY TIMER LIGHT SWITCH NOTE:IF DRAWINGS ARE 22X14',USE SPECIFICATIONS GRAPHICAL SCALE AND/OR 1/2 TIMES 3/4' RGS CONDUIT FOR (3) DD OF THE NOTED SCALE. TOP #12 AWG ELECTRICAL RUN SITE NUMBER: L113882D #2 AWG BARE SOLID TINNED C1g SITE NAME' COPPER WIRE TO GROUND RING ORIENTAT3TTOWER 1-1/2" 40200 MAIN ROAD EXOTHERMIC WELD 'rit TYP ORIENT,NY 11957 3/16" 3" STD. SCH. 40 SHEET TRLE TO NEW PPC CABINET GALV STEEL POST (4) 1/2" THRU BOLT EQUIPMENT 9" SPECIFICATIONS SECTION A FRONT SIDE SHEET NUMBER 3 RRUS-11 DETAIL 4 SITE LIGHT DETAIL NOT TO SCALE -- NOT TO SCALE C'4 #2 AWG BCW (TIP) 24" GRIP SPAN ICE BRIDGE KIT T • •Mobile•r-roelle N N-NT-LC NTH Z-BRACKET TRAPEZE BY / —SNRS ,v'�SITE PRO 1, INC. (P/N IB24D/B) E.H CABLE HANGER BRACKET / / 0 a (SUPPLIED WITH KIT) / ADD i" SCH BO OR LIQUID TIGHT ;,N,g„ (AG) CONDUIT LOADED W/ CAT5 0 ALARM CABLE t N 4� ANTENNA CABLES Zm� m T�uf CADWELD (TYP) Z ;e;#,� ICE BRIDGE SUPPORT DC DIESEL GENERATOR < O POST (SUPPLIED WITH KIT, �. CONTRACTOR TO VERIFY DIC HEIGHT REQUIRED PRIOR TO ORDERING) z d NSTALL 2-1/2" SCH 80 OR LIQUID #3 TIES ®18" O.C. TIGHT (AG) CONDUIT W/ (2) 4/0 DATE DESCRIPTION REVISION 6 o TELCOFLEX CABLE EXISTING T-MOBILE SUBMITTALS I 3" MIN. COVER (TYP) EXISTING GROUND RING OR EQUIPMENT BTS CABINET o!/14/1e IM PFm o a M EXISTING GROUND BARIt a/oe�+e R�sm pFi PUTmRY (GC TO FIELD VERIFY LOCATION) m-- ---------- ------------------ EXISTING T-MOBILE PPC RePER pERYO z � (4) #4 EQ. SPACED CONCRETE PIER GROUND RING I 1'-6" MECHANICAL GROUND CONNECTION EXOTHERMIC GROUND CONNECTION TO TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH. 80 OR LIQUID TIGHT MECHANICAL GROUND CONNECTION TO CONDUIT (AG) CONDUIT NOTES: EXISTING GROUND BAR (FOR FUTURE POWER) 1 USE SITE PRO PARTS OR APPROVED EQUIVALENT 1" SCH. 80 OR LIQUID TIGHT oar. are �PpO RensroNs R 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES �m CONDUIT (AG) CONDUIT RP MAN. OF ICE BRIDGE SPACED NO MORE THAN 6'-0" NO EXOTHERMIC WELD ON ROOFTOPS (FOR SIGNALING) ZONING ops 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE 1" SCH. 80 OR LIQUID TIGHT GONFR. SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST CONDUIT (AG) CONDUIT sRE AC. GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO: 544-002 DR BMM 1 ICE BRIDGE DETAIL ■ COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAMK PS -- NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE sl Q� ��S V Fits' 'T O ' p GATE OPENING VARIES 3'-0" (MIN. CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED IN (10 - { Z '-0" MAX) CHAIN LINK FENCE SIZE AND TYPE PROPOSED CHAIN LINK TO MATCH. STRUCTURAL NOTES.III I IN Ill Lill 1 SPECIFICATIONS / CODES. 1-1/4" GATE FRAME 1-1/4" TOP RAIL -CONCRETE WORK SHALL BE PERFORMED IN 071 0(� 2 X2I I-I 9IGA 2-1/2" GATE POSTJ 2-1/2" CORNER POST, 2" -STEEL WORK SHALL LBEEPER OST IRMEDTION OIN ACCORDANCF THE ACI E E. AROFESS� FENCE FABRICM I FOR INTERMEDIATE POSTS WITH AISC STEEL CONSTRUCTION MANUAL, F I I I.I I I I I I I I I I`I I l I I I N I 9tH EDITION. PRO SSIONAL SEAL L' BRAIDED COPPER HEAVY-DUTY GALV. w LOCKABLE, SINGLE GATE -WELDING SHALL BE PERFORMED IN ACCORDANCE i GROUND STRAP LATCH WITH AMERICAN WELDING SOCIETY (AWS) D11-92 (SEE GROUNDING SPECS) I I I I I ly I I I AI I I I I I "STRUCTURAL WELDING" CODE-STEEL. THIS DOCUMENT IS THE CREATION, -H ll I I I I I N I 3/8" DIAM. TRUSS ROD WITH 3/16" x 3/4" STRETCHER -REINFORCING STEEL SHALL BE PLACED IN DESIGN,PROPERTY MD COPYRIGHTED 1/2" CROWN TURNBUCKLE AT GATE ONLY BAR AT CORNER AND TOP BRACE RAIL ACCORDANCE WITH THE CONCRETE REINFORCINGWORK OFTMOBILE.ANYDUPLICATION FOR DRAINAGE I l I N N I N N i l GATE POSTSOR USE WITHOUT EXPRESS WRITTEN STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD CONSENT IS STRICTLY PROHIBITED. PRACTICE." #7 GA. TENSION WIRE, 2. MATERIALS: CONTINUOUS STRETCHER BAR -CONCRETE. fc' - 3000psi. (MIN. U.N.O.) NOTE:IF DRAWINGS ARE 22W4",USE -REINFORCING STEEL. ASTM A615, GRADE 60. GRAPHICAL SCALE ANDIORI@TIMES AL ROD IN/ —WIRE MESH: ASTM A185. OF THE NOTED SCALE. • SITEELNTURNBUCKLE —STRUCTURAL STEEL. ASTM A36. SITE NUMBER: LEDGE -ELECTRODES FOR WELDING. E 70xx. SITE NUML11388BER: z w -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 Of (SHAPES, PLATES). SITE NAME: > * N BOTTOM -EXPANSION BOLTS. HILTI KWIK BOLT II, STAINLESS ORIENTAT&TTOWER TENSION WIRE STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED 40200 MAIN ROAD e FINISH GRADE EQUAL. ORIENT,NY 11957 ALTERNATE FOOTING IN --- ---------------------------- SHEET TIRE LEDGE (SEE NOTE 1) 1" GAP BETWEEN FINISH NO GAP BETWEEN 1 GRADE AND BOTTOM OF FINISH GRADE AND \-2" MAX CLEARANCE FROM j EQUIPMENT GATE FENCE FABRIC FENCE TO GRADE SPECIFICATIONS OEC 2 0 2.018 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: GATE AND CORNER POSTS. 10" DIAM. FOR INTCONTRACTOR TO MATCH EXISTING _..,.,. p SHEET NUMBER INTERMEDIATE POSTS PRIVACY SLATS TO BE INSTALLED CHAIN LINK FENCE SIZE AND TYPE IN PROPOSED CHAIN LINK 3 4' SWING GATE 4 CHAIN LINK FENCE DETAIL HI� `" -"- ' C-5 -- NOT TO SCALE - SCALE. N.T.S. T • •Mobile- NOTE. rJlouu No--RRRr,.. FINAL TERMINATION PE GA AVEa.N:"i� LOCAL FUEL PROVIDER. WARNING TAPE MATCH EXISTING FINISH GRADE m N WITH TRACE WIRE N EXISTING FINISH GRACOMPACT NATIVE BACKFILL Z�° (90% COMPACTION) m m ... 120° �Q A LL 120° 120° 7 180°)180 � WIND WIND SUBMITTALS UNDISTURBED FOR TREES ON 4 1 OR STEEPER DATE DESCRIPTION REVISION DE NATIVE SOIL WIND WIND SLOPES, PLACE 2 GUYS UPSLOPE, 0°/5/IS roR PERMR D 1x/DS/16 REVISED PER PIATfiM1Y 1 COMPACTED SAND ONE DOWNSLOPE, OTHERWISE I2/1S/IS REV W M PEAY x NEW 3/4" PE COVER (12" MIN.) GUYING PATTERN PLACE FOR PREVAILING WIND FLEX LPG PIPING OMPACTED SAND FOR DECIDUOUS TREE GUYING PATTERN 18" (MIN.) BEDDING (6" MIN.) PLANTING FOR EVERGREEN TREE NOTE. PLANTING BEDDING TO BE COMPACTED, PROVIDE CONTINOUS BEARING, AND FREE OF ROCKS AND DEBRIS EVERGREEN TREE DEPT. DATE MPD REMSIDN4 DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED RIFE WOOD. DO NOT PRUNE R`"AR Nm FLUSH TO BRANCH. LEAVE 20 ops SLIGHT STUB. cohT 5RE AC. � 1 SLP GAS PE PIPE TRENCH STANDARD WATERPROOF TREE WRAP 12 GA. GALV STEEL GUY WIRE, PROJECT NO 514-002 /� (DECIDUOUS TREES ONLY) TO ATTACH TO 24" MIN. STEEL DRA BMM -- SCALE. AS NOTED 2ND BRANCH T—POST OR REBAR STAKE, 3 PER I.B1, MPS TREE, DO NOT PULL TAUT O y + 3" OR WIDER NYLON WEBBING STE W/ METAL GROMMETS • /` S V�^, °r • FLEX—PIPE BARK PROTECTOR Q / ✓ *� 12 GA. GALV STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, DO NOT PULL TAUT • e REMOVE ENTIRE WIRE BASKET AND / : ! • ► BURLAP FROM TOP 1/S)F ROOTBALL �I ° AND ANY TWINE OR WIRE. 6' LONG STAKES, 2" x 2" OR 21/2" WHITE PVC AROUND WIRE TO MARK �' \�., y DIAM. WOOD, OR STEEL T—POSTS, AND PREVENT PEOPLE FROM c'7 TWO PER TREE (DECIDUOUS TREES) TRIPPING OVER WIRE. r{)rF, SPECIFIED BACKFILL `" " NAL SEAL 4" DEPTH WOOD CHIP MULCH 3" MULCH TOPSOIL COMPACTED SUBGRADE 6" HIGH SAUCER AROUND PLANT THIS DOCUMENT IS THE CREATION, 12- DESIGN,PROPERTY AND COPYRIGHTED 24" MIN. STEEL T—POST OR #4 REBAR WORK OFT-MOBILE.ANY DUPLICATION 6" \ STAKE, FLUSH W/ GRADE, THREE OR USE WITHOUT EXPRESS WRITTEN \� PER TREE (EVERGREEN TREES) CONSENT IS STRICTLY PROHIBITED. 6 \/ p` �� /%\/\CN X \\�\ ARE 22W,USE NOTE:IF SCIILESANDIOR 1R TIMES OF THE NOTED SCALE. SITE NUMBER: 12" 6" I MIN.1 1/2 ROOTBALL 1 1/2 1 L113882D SITE NAME: REMOVE BURLAP ROOTBALL ROOTBALL ORIENT AT&T TOWER FROM TOP HALF OF BALL DIA. DIA. 40200 MAIN ROAD PLANTING SOIL-3 PARTS TOPSOIL DECIDUOUS AND EVERGREEN ORIENT,NY 11957 1 PART PEATMOSS BY VOLUME TREE PLANTING AND GUYING DETAIL (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER SHEET TTTLE AND CONIFEROUS TREES OVER 4' HT.) „ NOT TO SCALE APU SCHEMATIC & DETAILS �\2 TYPICAL SHRUB PLANTING DETAIL 3 TREE STAKING AND GUYING DETAIL J a SHEET NUMBER -- SCALE. AS NOTED -- NOT TO SCALE NOTE. T • -Mobile• SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (AS -1401111[NOATNWT LLC APPLICABLE) GREAT RIVER,NIY 11- 1 DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2. DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY B2.67" 3. WARNING - EYE AND EAR PROTECTION REQUIRED 00 4 SAFETY - FUELING COMPANY- CHECK FUEL LINES PRIOR TO DEPARTURE TO PREVENT SPILLS 5. NOTICE - FUELING COMPANY- TANK SHOULD NEVER / n EXCEED 90% FULL V 3 6. NOTICE - FUELING COMPANY- REFUELING A RUNNING GENERATOR MUST BE DONE AT 50% OF NORMAL FILL m z T" RATE Z d�=� 7 NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS 3a$ APPROPRIATE) 3' WORKING CLEARANCE M a o B. NFPA DIAMOND FOR "BATTERIES" o AT ACCESS POINT `n NOTE. SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS SUBMITTALS (AS APPLICABLE) 1 NOTICE - AUTHORIZED PERSONNEL ONLY /ATE oFOR PEW REVISION 2. CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE 12/5/15 FOR R PIUI o 14/0!/1! RFASEO PER PUIi011M 1 EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING 12/13/18 REMSED PER PEANR 4 OR AFTER DISCHARGE (OR SIMILAR MESSAGE FROM GASEOUS FIRE SUPPRESSION VENDOR) w A 3. NFPA DIAMOND FOR "BATTERIES" (ONE SHOULD ALSO BE E' PLACED AT FACILITY'S FRONT DOOR) z� Qo w In- L) U N U U Z U Y¢ CC 3¢ DEPT. GATE MWD RLMSIONS RFE [V whim. ZONING OPS OONSTE SOE AC.A - PROJECT NO: 544-002 DRAWN BY 8MM CHECKED BY MPS OF NEW Y� l' ST ACCESS POINT FOR: ACCESS POINT FOR: ACCESS POINT FOR; ALTERNATOR ENGINE GENERATOR CONTROLLER i BATTERY OIL FILTER WEB CONTROLLER AIR FILTER Q 0 RADIATOR GEOTAB MODULE 0 } MUFFLER SET RECTIFIERS C PDU BOX S, O� 0� FUEL LEVEL 0 FG CD OIL PRESSURE = COOLANT TEMP J ENGINE SPEED THIS DOCUMENT IS THE CREATION, Of DESIGN,PROPERTY AND COPYRIGHTED LEo WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN NCONSENT IS STRICTLY PROHIBITED. O O O O NOTE:IF DRAWINGS ARE 22'x34',USE GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE. rn SNUMBER: 220 GALLON FUEL TANK L113882D V4 SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 DELTA 25kW DC DIESEL GENSET SHEETTRLE W/ 220 GALLON TANK AND INTEGRAL RECTIFIERS 25kW O 75% LOAD: 120HRS GENERATOR DC OUTPUT: 52VDC A 100% LOAD WEIGHT: 2910LBs (W/O FUEL) DETAILS UL RATING: UL2200/UL142 r�t_C 2 ' 2 I ACOUSTIC RATING: <75dBA0 23' 1 GENERATOR DETAIL E SHEET NUMBER C7 NOT TO SCALE C-7 CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: T ' 'Mobile' Q ~T—MOBILE 6102 EQUIPMENT CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL f RECEPTACLE 1 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE T�s60.- -RAR wnr�` SST SELF SUPPORTING TOWER _ LATEST Q VERSION OF THE NATIONAL ELECTRICAL CODE AND GREAT R"`R'NY11- PROPOSED T—MOBILE PPC CABINET. GPS GLOBAL POSITIONING SYSTEM BURIED POWER CODNUIT ALL LOCAL AND STATE CODES, LAWS, AND ORDINANCES. ELECTRIC & TELCO FEEDER — PROVIDE ELECTRIC & TELCO CONDUIT TYP TYPICAL BURIED TELCO CONDUIT 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 000 3Q FOR NEW EQUIPMENT CABINET. SEE ONE LINE DIAGRAM FOR CONDUIT DWG DRAWING © ELECTRICAL METER UNLESS OTHERWISE INDICATED. CONDUITS EXPOSED ABOVE AND FEEDER SIZE. CONTRACTOR TO VERIFY CONDUIT AND WIRE BCW BARE COPPER WIRE E SIZE. GROUND SHALL BE RIGID GALVANIZED STEEL. ALL UNDERGROUND CONDUIT SHALL TRANSITION FROM PVC TO x m NEW FIBER SERVICE — PROVIDE 1 2" PVC CONDUIT FROM EXISTING BFG BELOW FINISH GRADE Q INDICATES CODED NUMBER ( ) N RIGID ABOVE GRADE. PROVIDE 36" SEPARATION BETWEEN 4Q FIBER DEMARC TO PROPOSED PPC CABINET (PENDING COORDINATION W/ WITH UNDERGROUND POWER AND TELEPHONE CONDUITS. SUPPLY } WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG 7 g Z ENTIRE LENGTH OF UNDERGROUND CONDUITS. _L —`,o"# CAB CABINET 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN m¢ g PROVIDE (2) B PVC CONDUITS FROM PROPOSED CONTRACTOR PANEL IF C CONDUIT UTILITY POLE INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, PROPOSED CABINET FOR POWER AND TELCO. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. SS STAINLESS STEEL POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 G GROUND Z 7 & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. PROPOSED METER ENCLOSURE AND MAIN DISCONNECT SWITCH MOUNT AWG AMERICAN WIRE GAUGE QTO EXISTING UTILITY BACKBOARD (PENDING COORDINATION WITH RGS RIGID GALVANIZED STEEL 4 ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. UTILITY COMPANY) COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. SUBMITTALS NEW POWER SERVICE — PROVIDE 200A SERVICE FROM NEW METER TO 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. DATE I DESCRIPTION REVISION IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND N/1•/1e FDR PERM R o 7 T—MOBILE 200AMP PANEL. (1) 2-SCH. 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY 13/mpm REVISED PER PLATFORM 1 3/0 & 1 #2 GND. CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. 13/13/18 REVISED PER PERMIT 3 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF QPROPOSED APU (GENERATOR). CAPS NOT DUCT TAPE. PROPOSED 1" LIQUID TIGHT CONDUIT W/ CATS ALARM CABLE & NEW 7 PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONEAND POWER CONDUIT 2" LIQUID TIGHT CONDUIT W/2/0 TELCOFLEX CABLE. 1 PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 10 PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 1 UTILITY REQUIREMENTS. CABINET TO PROPOSED PANEL ANTENNAS 1 1 DEPT, DATE MP'D REVISIoNs RFE --- —��...I W MAN. 2 ! 1 ZONING ------- _---- -- 1 CONSTR. 1 I 1 SITE AC. fI 4 I PROJECT NO: 544.002 II11 1 DRAWN BMM } I — _j 1 MPS o o ^^_' VY E Vy 'r ,vv1S �- 1 071 1A an 10 I l 1 F E 3 s e AL SEAL } I , j THIS DOCUMENT IS THE CREATION, 9 } I L^— �------ I 1 DESIGN,PROPERTY AND COPYRIGHTED I - -- — --^ I 1 WORK OF T•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN j I I I CONSENT IS STRICTLY PROHIBITED. j 8 1 NOTE:IF DRAWINGS ARE 27x34',USE GRAPHICAL SCALE IWDIOR 112 TIMES OF THE NOTED SCALE. SITE NUMBER: = i L113882D { I I 1 ORIENT AT&TTME.TOWER -- — -- 40200 MAIN ROAD ORIENT,NY 11957 } SHEET TITLE ELECTRICAL SITE r " PLAN DCC -I 2018 SHEET NUMBER 1 ELECTRICAL SITE PLAN _.... 1 NORTH -- SCALE. NOT TO SCALE � MNy F �m � E-1 T • .Mobile- GROUND CONNECTOR — UL _S RoS HIG AY e LISTED SEE NOTE 2 BELOW NOTE. GREAT RIVER,NV 11138 (SIZE AS REQ. FOR CONDUIT) RIGID STEEL CONDUIT CONTRACTOR TO WALL MOUNT THE PPC CABINET WITH 1—r COUPLING GENERATOR RECEPTACLE (TO DEEP HORIZONTAL UNISTRUT (TYP OF 2 MIN.) ANCHORED BE REMOVED FROM PPC AND TO WALL WITH MINIMUM (4) )¢" DIA. EPDXY ANCHOR BOLTS 6" WIDE YELLOW WARNING TAPE 00 INSTALLED ONTO TRANSFER PER UNISTRUT CONTRACTOR TO MOUNT PPC CABINET TO WITH BLACK LETTER. TAPE TO io GRADE SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ: CAUTION ELECTRIC LINE ' ^ m N M BURIED BELOW. V ;N m MATCH EXISTING GRADE PVC SCHEDULE 40 �J O FRONT AC Z d r ONELA�YOU SOWN + I I II , , ENCLOSURE FRONT TELCO F ENCLOSURE ':--PRIMARY BREAKER RIGID STEEL CONDUIT I ASSEMBLY II RIGID STEEL TO AC POWER TELCO ' '1 COMPACTED SUBMITTALS BACKFILL DATE DESCRIPTION REVISION PVC ADAPTER I ENCLOSURE I ENCLOSURE I II I I oe/+a/+e Tee PERMIT o NOTE 2 x/Os/+e eEVSm PER Pu iOeM +x/+D/+e eflASm PER PEAYG x NOTES �I I TELCO CONDUIT II I ( 5-1/4" 5-1/4" P"OWER CONDUIT 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL. ; 0000000 Q O ;1 r; 1 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN --------�--------� �--�--� 17-1/4 6-3/4- ACCORDANCE WITH ASTM A123 G90 AFTER FABRICATION. 3. FIELD ABRASIONS SHALL BE TOUCH UP PAINTED HATH ZINC RICH FRONT VIEW SIDE VIEW GALVANIZING REPAIR PAINT IN ACCORDANCE WITH ASTM A780. NOTE. NOTES NUMBER AND SIZE OF CONDUITS MAY VARY SEE DWG E1 FOR DEPT. DATE APP'D REASONS 4..ALL EXPOSED ENDS OF CONDUITS SHALL HAVE WEATHER 1. METER SOCKET BY THIS CONTRACT. METER TO BE SUPPLIED BY LOCAL UTILITY COMPANY CONDUIT SIZE AND LOCATION. CONFIRM DIMENSIONS SHOWN RFE PROOF CAPS. DO NOT USE DUCT TAPEWITH UTILITY COMPANY w"m2. AC POWER ENCLOSURE. 200 AMP, 208/120V, 30, 3W W/ GROUND. 200A/2P MAIN CIRCUIT BREAKER. ZONING 5. PROVIDE 200LB. TEST PULL NARES IN EACH TELEPHONE AND 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. ops POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL. 4 ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0" FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL CONSTR. UTILITY COMPANIES AND AHJ. SITE Ac 6. CONDUIT NOT TO BE STUBBED UP THROUGH CONCRETE. 5. CONTRACTOR MUST LABEL ALIKE BREAKERS IN POWER CABINET. PROJECT NO: 544-002 6. REFER TO ACTUAL EQUIPMENT DRAWINGS. BMM E MPS UNDERGROUND CONDUIT STUB-UP 2 PPC DETAIL3 CONDUIT TRENCH DETAIL ST�'��� —— SCALE: NOT TO SCALE — SCALE. NOT TO SCALE d L -- NOT TO SCALE — � '"? .k �( o w 41 07 n CONTRACTOR NOTE. o ? CONTRACTOR TO VERIFY THAT THE COCDUIT AND WIRE SIZES ARE ADEQUATE FOR �\ PROPOSE LOADING IN ACCORDANCE WITH NEC AND INCLUDE ELECTRICAL UPGRADES IN THE ;w. SCOPE OF WORK AS REQUIRED. TO EXISTING SERVICE ;t-V c 200A-2P (3) 4 do (1) j8G PROFESSIONAL SEAL PROPOSED ELECTRIC METER O IN 1-1/4" CONDUIT THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T•MOBILE.ANY DUPLICATION PROPOSED MAIN BREAKER OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. 0 NOTE:IF DRAWINGS ARE 227134',USE 8OA-2P GRAPHICAL SCALE AND/OR 112 TIMES MANUAL TRANSFER SWITCH PROPOSED OF THE NOTED SCALE. 6102 SITE NUMBER: CABINET L113882D GENERATOR RECEPTACLE SITE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 PROPOSED 200A PANEL— — ----------------------------------------------------- --I SHEET TITLE SERVICE GROUND PER NEC PROPOSED BOA-2P BREAKER, I SEE CONTRACTOR NOTE ELECTRICAL - DETAILS L DEC 2 0 20118 NOTE. SHEET NUMBER INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY j FOR THIS SITE. CONTRACTOR IS TO VERIFY EXISTING 4 POWER DIAGRAM ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE — SCALE. NOT TO SCALE E-2 EXISTING INCOMING SERVICE CAPACITY ALL ELECTRICAL — __ - - --j INSTALLATION IS TO COMPLY NTH NEC, ADOPTED VERSION. T - -Mobie- T-MO�ILR NORTHLLC G7 GREAT RIVER NY117 X '6>_1-, Z Z�� N tC0## ;W Z SUBMITTALS DATE DESCRIPTION REVISION 0!/14/18 FOR PERMIT 0 13/08/18 NORM PER PUTFORM 1 12/18/18 REVISED PER PEAMR 2 DEPT. DATE APP'D REVISIONS RFE RF MAN. ZONING DPS CONSFR. SITE AG. PROJECT NO 544-002 DRAWN BY 8MM g_FLLQaD BY- MPS F N E IWC\� O CONTRACTOR TO (VERIFY LATEST PLUMBING DIAGRAM WITH FINAL T-MOBILE RFDS o r 1r w c d z RC F CJP SEAL THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 22)04',USE GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE. SITE NUMBER: L113882D SrTE NAME ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE COAXTIBER PLUMBING DIAGRAM DFC2P2018 8 SHEET NUMBER 1 _ COAX/FIBER PLUMBING DIAGRAM NOT TO SCALE ER3 CODED DRAWING NOTES GROUNDING SYMBOLS T. ' •Mobile' PROPOSED T-MOBILE EQUIPMENT CABINETS TO ♦.ro-NoNTNeYT A1C BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. (TYP) 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. ® GROUND ROD 3W sUNRISE HIG~ GREAT RIVER,NY 11)38 t� PROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT 16 BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING. ❑ ACCESS WELL ® GROUND ROD WITH ACCESS co PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING ■ COMPRESSION TYPE CONNECTION >- - x�RM Q PROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER. (TYP) • EXOTHERMIC WELD TYPE CONNECTION y N —G — #2/0 BTS COPPER CONDUCTOR z Q BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE Z A�#R Q ® INDICATES CODED NOTE a 6 BONG PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING o WITH PROPOSED #2/0 SOLID TINNED BCW (TYP OF (2) PLACES). 7 Qj BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING WITH #2/0 SOLID TINNED BCW (TYP). 2 3 SUBMITTALS QB BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING G-3 CP -3 DATE I DESCRIPTION REVISION WITH #2/0 SOLID TINNED BCW (TYP OF (2) PLACES). 12 8 1 ro/+a/+e ma PERP o 13/ee/le mmo PCN P Amft QBOND PROPOSED GROUND RING TO COMPOUND GROUND 10 +1/13/18 NEN9F➢PER PCNYD x 9 SYSTEM WITH #2/0 SOLID TINNED BCW (TYP OF (2) PLACES). QBOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING 10 WITH #2/0 SOLID TINNED BCW AS REQUIRED. 2 BOND PROPOSED GENERATOR TO PROPOSED GROUND RING 11 WITH #2/0 SOLID TINNED BCW AS REQUIRED. i12 BOND PROPOSED PPC CABINET PER MANU. SPECS o o poo i 13 NOT USED I 16 DEPT. DATE APP'D REVISIONS 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS. T I i Fn 7 I ZONING oPs 5 j D C. 2 0 2018 �K: GENERAL GROUNDING NOTES: { { PROJECT NO 544-002 1 TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS. / 1 DRAWN BY BMi — #2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD 4 — — — — — CHECKED BY MPS TO RODS OR GROUND RING - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, , I !' Q F N E( / COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE �Y PEERMIITTED).CONTACTALPROVIDEL LUGS SL CK WASHERS HALL BE EFOR A L MECHANICALUMINUM BE { ;', �J S. STE �O�f' 1 ____ CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL ^r 3 - HARDWARE THROUGHOUT 6 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 15 3/4" PVC CONDUIT SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. j,� 3. OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND c„ CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. 9 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED 5, MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. WORK OFT-MOBILE.ANY DUPLICATION AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND OR USE WITHOUT EXPRESS WRITTEN NO GREATER THAN 90 DEGREES. CONSENT IS STRICTLY PROHIBITED. BANG AWTE7WVAS&Pff MOWTS 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, 7O S£CADIT QPOW BAR PER C* EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. AIAAHR'AC11ARfR�ST°EQT7CA I/ANS NOTE:IF DRAWINGS ARE 22'x34',USE (TYP OF EAAN SEC7AR) GRAPHICAL SCALE ANDIOR 112 TIMES 7 BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO NOT OF THE NOTED SCALE. EXOTHERMICALLY WELD TO CONDUITS. ' /-l- GROUNDING SITE PLAN SITE NUMBER: B. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN NORTH -- SCALE. NOT TO SCALE L113882D THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SITE NAME: SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO BACKFILLING. ORIENT AT&T TOWER 9. THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0" (MAX. PROPOSED SEC70R GTROlMIV 40200 MAIN ROAD 15'-0"). BAR(TYP. OF EACH SEC7W) ORIENT,NY 11957 10, BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, SHEET TME TINNED, SOLD COPPER CONDUCTOR IN PVC. CONNECT BAR END WITH 2 BOMD WAS 70 SEC7OR GROLM BAR HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUNDPER AUNUFACRAPt7P�51PEGR7CAflANS GROUNDING & ROD. (7)P. OF`EAai SECS) POWER 11 THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF DIAGRAMS THE TOWER PRIOR TO THE COAX BEND. 12. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE 2 ANTENNA GROUNDING PLAN SHEET NUMBER GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING - SCALE. NOT TO SCALE MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30. G•1I 5 2 S/S NUT T • 4 HEAT SHRINK 1 0 •Moble m S/S BELLEVILLE (CLEAR) ,.,,°.,�.,,,,,.,,....L.. S/4 ° WASHER 1' GRI SUNRISE wY 117N 7/16" • 0 0 Q 0 3R SUNIRISE NY 117N 2 0 ° o� — MIN. 1/8. ""I�0 o o 0 0 0 1 IN. 3 ®o o -l o o ° o MIN. ooNNll"'' 000 o 0 o 1 S/S FLAT WASHER ABE N N q T6 LEGEND COPPER BUSS o z 1. TINNED COPPER GROUND BAR, 1/4"x4%20% NEWTON INSTRUMENT CO., HARGER TGBI14420M, OR S/S FLAT WASHER Z IS Et EQUIVALENT HOLE CENTERS TO MATCH 2. NEMA DOUBLE LUG CONFIGURATION. ;n 3. INSULATORS, NEWTON INSTRUMENT CO. CAT NO. 3061-4 OR HARGER EQUIVALENT S/S BOLT (1 OF 2) NO NOT DISCONNECT o` 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT NO. 3015-8 OR EQUIVALENT. NOTE• 5. WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR HARGER EQUIVALENT L TERMINATION SURFACES SHALL BE 6. 5/8-11"x1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR HARGER EQUIVALENT TREATED WITH T&B ALL MECHANICAL EXTERNAL SHIELD CP8 ANTI-OXIDATION ��- KOPR "DO NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC. GROUND BARS. COMPOUND. TAG ON ALL GROUND BAR 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT N0. 2106060010 OR AS INTERCONNECTS SUBMITTALS DATE DESCRIPTION REVISION HARGER TGBI14420M. Poe MIM o Iavem PEA PATIO + GROUND BAR 4 EQUIPMENT GROUND CONNECTION " IIER PER.R Z SCALE: NOT TO SCALE — SCALE. NOT TO SCALE TIN COATED - SOLID S/S FLAT WASHER TYP FROM JUMPER REQUIRED ONLY WHEN COPPER BUSS BAR ( ) 7/8"0 AND LARGER (TYP) 2 HOLE, LONG BARREL TINNED S/S BOLT (TYP) SOLID COPPER LUG (TYP.) NOTE. MINIMUM OF WEATHERPROOFING DEPT. DATE WD RMONS 3 THREADS TO BE KIT, ANDREW 0221213 WE VISIBLE (TYP.) (TY) RF 1M. ZONING DPS CONSTR. SNE M. STANDARD ANDREW GROUND PROJECT NO 544 002 KIT (TYP). SEE NOTE S/S FLAT WASHER (TYP) DRAWN PL_ 8MM C Y MPS ANTENNA CABLE (TYP.) S/S NUT (TYP) S/S SPLIT WASHER (TYP) ' NOTE: DO NOT INSTALL CABLE GROUND #6 AWG KIT AT A BEND ALWAYS DIRECT Ir1k GROUND WIRE DOWN TO CIGBE rs I CHERRY INSULATOR I 4 INSTALLED IF REQUIRED GROUND BAR D t `d 1) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. (CONTRACTOR J�i� D�10g6 �v 2) COAT WIRE END WITH ANP-OXIDATION COMPOUND PRIOR TO INSERTION SUPPLIED) INTO LUG BARREL AND CRIMPING. A��f ESSIGN� 3) APPLY ANP-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS 02/0 AWG GREEN INSULATED F SEAL PRIOR TO MATING AND BOLTING. TO GROUND BAR ASAPPROPRIATE 4MGROUND LUG eMCONNECTION OF GROUND WIRES TO GROUNDING BARS ® ANTENNAS DESIGTHISDOCUMENTIAND THECRERIGHT ED SCALE: NOT TO SCALE SCALE. NOT TO SCALE WORK FT-MOPROPERTE.ANYD PLICATION — WORK OF T-MOBILE.ANY DUPLICATION -- OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. #6 AWG FROM ANTENNA CABLE GROUND KITNOTE:IF DRAWINGS ARE 22x34",USE EQUIPMENT 12" APPROX. GRAPHICAL SCALE ANDIOR 112 TIMES 2" 6" OF THE NOTED SCALE. GROUND BAR TO BE 2 1/2" 0 MAX. SITE NUMBER: ANTENNA L113882D MOUNTED ON WALL OR ------- - --- -- ON ANTENNA TOWER CABLE SfTE NAME: ORIENT AT&T TOWER CABLEWAVE0 0 0 0 O O O O WEATHERPROOFING LCABLE GROUND KIT WEATHERPROOFING KIT 40200 MAIN ROAD ORIENT,NY 11957 Qo Qo o.o 0 0 0 0 ov�o oQ O O2 AWG STRANDED COPPER GROUND IRE GROUNDED TO GROUND BAR) SHEET TTiLE (STAN ARD CABLEWAVE GROUNDING KIT) TINNED, SOLID COPPER BUSS BAR, HARGER GROUNDING TGBBAR OR EQ GROUND TO ANTENNA CABLE DETAILS BAR OR EQUIVALENT HOLE LUG, TO � - _ _ I BE USED TO CONNECT NOTE , TO GROUND SYSTEM r s 0 11 8 NOTE. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND C I, G tJ n CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. a SHEET NUMBER OR EQUIVALENT ON ALL LUG CONNECTIONS /MANTENNA GROUND BAR g CABLE GROUND KIT CONNECTION -� I ��_ G'2 -- SCALE: NOT TO SCALE — SCALE. NOT TO SCALE T 0 •Mobiles SU TYO°IN °T LLC )500 SUNRISE SE HIGIGMAAY I �I GREA�RNER,NV 111% TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT `m o 8 n �O�m ERNb CAOWELD"MOLD TYPES SHOWN HERE ARE ExAMPlfS.CONSULT N � Y WITH PROJECT MANA4ER FOR SPEC{TC MOLDS TO 9E USED FOR Titl$PROJECT, dTi mZ map m T�� MID p h TYPE 2-YA-2 3 n toy¢ Q m Q ZO_ TYPE CT TYPE HSSUBMITTALS TYPE VA TYPE VS TYPE YA-2 DATE DESCRIPTION REVISION /MEQUIPMENT GROUND CONNECTIONS ,2/�./,R FOR PERNR G 4 DETAIL NOT USED '2/°'/'° °DRI°PER""TF°"" SCALE. NOT TO SCALE SCALE. NOT TO SCALE 12/+3/+8 ROASER PER POINT 2 COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w =1 11=1 11=1 11=1 I 11=1 11=1 11=1 I—III-III-III III-III-I I 1-� I- _ _ _ _ oEv. DATE APP'o REVSONS oNs W -III-1 I I=1 11=1 11- RF MM. -III- - I 1=III mraNG 3o N EXOTHERMIC WELD ops CONSTR. Do��J 8" DIAMETER SITE At w SCHEDULE 40 PVC JROUND RING `O 2/0 AWG BCW PROJECT NO: 544-002 DRAWN BY: BMM 4" OF LOOSE GRAVEL MPS 1" WIDE SLOT CUT SMOOTH Oc ST y\ FOR GROYND RING. EXTEND FV�� ��3\ GROUND ROD NOTCH 2 ABOVE CONDUCTOR iy Is �'OFFS.S1O'�'" 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED SEAL SCALE. NOT TO SCALE _ SCALE. NOT TO SCALE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. a GRADE w j NOTE:IF DRAWINGS ARE 22'x34',USE a Tn GRAPHICAL SCALE AND/OR 1/2 TIMES o D: OF THE NOTED SCALE. n EXOTHERMIC WELD SITE NUMBER: � LI13882D -- SITE NAME ORIENT AT&T TOWER GROUND RING #2/0 BTS COPPER CONDUCTOR 40200 MAIN ROAD OR MATCH EXISTING ORIENT,NY 11957 RIER GROUNDING) SHEET TfTLE GROUND ROD COPPER CLAD STEEL 5/8'0x10'-O" LONG GROUNDING DETAILS ISL 2 �s 2i8 SHEEP' NUMBER ._.. x .,.:.._.._. _...., emGROUND ROD DETAIL g DETAIL NOT USED ° LL G•3 SCALE. NOT TO SCALE _ SCALE. NOT TO SCALE ELECTRICAL NOTES: CONFLICTS QUALITY ASSURANCE T ' •Mobile0 WORK INCLUDED CLEANING RACEWAYS CONT'D 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 1 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, 1 INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PUNT SERVICES 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE L. PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE, BUT L. AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY SUNRISE 11-ELC WORK. PASSAGE OF ELECTRICAL RACEWAYS, TO BE PROPERLY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE asoo suNRisE hiGMVP,Y OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE 'CODE COMPLIANCE"T-1 GRE RIVER NY 11- AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE 2. CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON ADMINISTRATION FOLLOWING. OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN 1 BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR A PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE 00 ILLUSTRATIONS. 1 CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS B. PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CHANNELING, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. PROJECT THIS PROJECT MANAGER WILL DEVELOP A MASTERv PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS,WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES. CEILING. 2. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO - THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND M. PROVIDE ALL CONDUIT ENDS WITH INSULATED METALLIC ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. x o C. SUBMIT AS-BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE 2. SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 s N INSTRUCTIONS AND MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER. RENDER N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. N DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF c D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE 8'-0", OR AS REQUIRED BY NEC, IN HORIZONTAL AND 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF ^ THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR m> z N PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. VERTICAL DIRECTIONS. DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED m r REQUIRED FOR THE WORK OF THIS CONTRACT. FOR SLAB ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS 0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH " PENETRATIONS THROUGH POST TENSION SLABS, X-RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE 3 n AREA OF PENETRATION PRIOR TO PERFORMING WORK. CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON a COORDINATE ALL X-RAY WORK WITH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES. THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF WORK SUFFICIENTLY ADVANCE OF THE DATE ESTABLISHED E. PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL P WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR SUBSTANTIAL COMM PLETION OF THE WORK. FRAMING SUPPORTS, AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, GOVERNING THE WORK. 3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1 AS-BUILT DRAWINGS: PER BUILDING. SCHEDULE HIS CONTRACT PROVIDE COUNTER FLASHING, SLEEVES AND A. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CONTRACTS AND WARRANTIES WOULD INCLUDE, BUT NOT LIMITED THE OWNER, PROJECT SEALS FOR FLOOR AND WALL PENETRATIONS. "AS-BUILT" DRAWINGS. WIRES AND CABLES 1 CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT MANAGER, CONTRACTOR, LAND OWNERR REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF F MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2. SERVICE MANUALS: 1 CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND OF CONTRACTOR LICENSES AND BONDS. SUBMITTALS SUBCONTRACTED). BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING A. UPON COMPLETION OF THE WORK, FULLY INSTRUCT T-MOBILE VENDOR FOR EXACT EQUIPMENT OVER-CURRENT PROTECTION 2. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR 4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF DATE DESCRIPTION RErlsioN THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS. CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A a/+H+e MR PERW o TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES. EQUIPMENT AND SYSTEMS. PRIOR TO BID. BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE "/°s/'° REV=PER P TMR I CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE B. PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2. ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. z/,3/+e REV6EC PEN P°"m x TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT GROUND CONDUCTOR. 1 ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT PURPOSES. 3. ALL WIRE AND CABLE TO BE 60OVOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THHN INSULATION, EXCEPT AS NOTED. FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY 1 PROVIDE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING 4. WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO. RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. REQUIREMENTS IN THEIR AGREEMENT RESPECT IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK. 12AWG. ALL WIRE NO. B AND LARGER TO BE STRANDED. 6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE DRAWINGS AND IN THE SPECIFICATIONS. IF AN ITEM OF WORK IS 2. OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5. CONTROL WIRING IS NOT TO BE LESS THAN NO. 14AWG, CLEANUP OWNER. INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR 1 THE CONTRACTORS SHALL,AT ALL TIMES, KEEP THE SITE FREE 7 COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND FOR INCLUSION IN THE CONTRACT. FURNISH AND INSTALL ALL CABLES. CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE B. NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1 BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FUME-RETARDANT, EXTRUDED JACKET AND RATED COMPLETION OF THE WORK. THEY SHALL REMOVE ALL RUBBISH THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. EACH UNIT IN DETAIL. TIGHTEN ALL BOLTS AND CONNECTIONS FOR PLENUM USE. ALL CONTROL WIRE TO BE 600VOLT RATED. FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. (TORQUE-TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6. WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, AND IS NOT TO BE RE-PULLED. LEAVE THEIR WORK CLEAN AND READY TO USE. oEP. 617E AWD RmoNs 1 PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL OPERATIONAL CONDITION. 7 HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V 2. EXTERIOR INSURANCE AND BONDS RVE ELECTRICAL CODE (NEC) AND LOCAL AND STATE ELECTRICAL 2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS: A MAINTAIN, FOR THE DURATION OFFTHE VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL 1 CONTRACTOR, AT THEIR OWN EXPENSE,PROJECT, ALL RE Nw SHALL CARRY AND HE CODES. FAULTS AND SHORE CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (Fi.l HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER zaNmc INSURANCE, AS REQUIRED AND LASED, AND SHALL NOT 2. THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO. 12 FOREIGN MATTER. COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN oPs THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM. 51 TO 100 NO. 10 B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES coNsrR. THE BUILDING. 101 TO 150 NO. 8 ADJACENT SURFACES. TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS 8. VOLTAGE DROP IS NOT TO EXCEED 3%. C. IF NECESSARY, TO ACHIEVE A UNIFORM DEGREE OF REQUIRED INSURANCE LIMITS. INFORMATION/DRAWINGS PROVIDED TO ENGINEERING. 1 DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9. MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. PROJECT NO: 544.002 CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS: SCOTCHLOK OR AND 3. INTERIOR 2. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. BMM PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR OF THE PUBLIC AND/OR BUILDING OCCUPANTS. DO NOT APPROVED EQUAL. A VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE COMPLIANCE TO NEC. CONTRACTOR TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES TRACES OF SOIL, WASE MATERIALS, SMUDGES AND OTHER . C MPS ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNER'S WRITTEN PERMISSION. 1 ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE FOREIGN MATTER FROM WALLS, FLOOR, AND CEILING. ABBREVIATIONS ENGINEER. 2. WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM 4. EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION. ADJACENT SURFACES. ADJ ADJUSTABLE G S• STFI NEW OR RELOCATED EQUIPMENT IS SHOWN WfTH SOLD LINES. OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND FUSES C. REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM AGL ABOVE GROUND LINE ✓�n M FUTURE EQUIPMENT (NOT IN THIS CONTRACT) IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF 1 DISCONNECT SWITCHES TO BE VOLTAGE-RATED TO SUIT THE FINISHED SURFACES. k AND �� SHADED LINES. REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE APPROX APPROXIMATE SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. SHUTDOWN NOTE: SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. CHANGE ORDER PROCEDURE: a AT _ 5. GENERAL PRIOR TO SHUTDOWN. ALL SHUTDOWN WORK TO BE 2. PROVIDE HEAVY-DUTY, METAL-ENCLOSED, EXTERNALLY-OPERATED 1. REFER TO SECTION 17 OF SIGNED MCSA: SEE PROFESSIONAL BTS BASE TRANSMISSION STATION. A AFTER CAREFULLY STUDYING THE DRAWINGS AND SCHEDULED AT A TIME CONVENIENT TO OWNER. DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE SERVICE AGREEMENT FOR MCSA. CAB CABINET 1 f� SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING - �1 MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED. RELIED DOCUMENTS AND COORDINATION CONC CONCRETE E:_. THE SITE.AND THE NATURE AND EXACT QUANTITY OF WORK 1 ROUE ALL GROUNDING CONDUCTORS AS SHOWN ON 3. PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR 1 GENERAL. CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE r CONT CONTINUOUS r TO BE PERFORMED. NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER. INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION. INTERRELATED. IN PERFORMANCE OF THE WORK, THE ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2. ROUTE 500 KCMIL CU. THHN CONDUCTOR FROM THE MGB 4. DISCONNECT SWITCHES TO BE MANUFACTURED BY- CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION DIA OR 0 DIAMETER O J OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL VERIFY BUILDING STEEL IS A GENERAL ELECTRIC COMPANY TO BE THE RESPONSIBIUTY OF THE CONTRACTOR. DWG EACH EA ` �FrM^ C �� BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B. SQUARE-D SHOP DRAWINGS CJJ1� SPECIFICATIONS. GROUNDING ELECTRODE CONDUCTOR (GEC). 5. PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE. 1 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND ELEC ELECTRICAL B. VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3. MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ELEV ELEVATION SIONAL SEAL RESPONSIBLE FOR CORRECTNESS OF SAME. EQUIPMENT WITH 2 HOLE. CRIMP TYPE, BURNDY COMPRESSION 1 INSTALL DISCONNECT SWITCHES WHERE INDICATED ON APPROVAL. EQ EQUAL 6. QUALITY, WORKMANSHIP, MAERWS AND SAFETY TERMINATIONS, SIZED AS REQUIRED. DRAWINGS. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND EQUIP EQUIPMENT THIS DOCUMENT IS THE CREATION, A PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4. USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS 2. INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES. FUSES CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE EGB EQUIPMENT GROUND BAR DESIGN,SDOC PERTYSTHECREAT ION, MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. OWNER. (E) EXISTING AND PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3. FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR EXT EXTERIOR WORK OF T•MOBILE.ANY DUPLICATION AND EQUIPMENT WHERE UL, OR OTHER AGENCY, HAS 5. HIRE AN INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL PRODUCTS AND SUBSTITUTIONS FF FINISHED FLOOR OR USE WITHOUT EXPRESS WRITTEN ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS TESTING. PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO 4. FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS 1 SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN CA GAUGE CONSENT IS STRICTLY PROHIBITED. WHICH ARE LISTED AND LABELED ACCORDINGLY THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS. EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION OR GALV GALVANIZED COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. GC GENERAL CONTRACTOR SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING GRND GROUND NOTE:IF DRAWINGS ARE 22544',USE PROPER FUNCTIONING OF THE WORK. 1 ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN B. TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO NUMBERS AND COMPLETE DOCUMENTATION SHOWING NOTE: DRAAL WINGS ALE ANREOR 04',USE B. WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING: AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. LG LONG GRAPHIOF THE NOTED SCALE. ES TRADE REQUIRED FOR THE WORK. INSTALL MATERIALS AND A. EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS MAX MAXIMUM EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC. SIZE BE FURNISHED. WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, MECH MECHANICAL SITE NUMBER: COMPLETED AND IN ACCORDANCE WITH THE APPROVED B. EXTERIOR, ABOVE GROUND POWER CONDUITS TO BE PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR MW MICROWAVE DISH RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL(RGS). GENERAL NOTES: SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT ACTUAL MFR MANUFACTURER L113882D ACCORDANCE WITH CONTRACT DOCUMENTS. C. ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO SAMPLES TO THE OWNER FOR APPROVAL IN UEU OF CUT MGB MASTER GROUND BAR C. PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT INTENT cNFFTC MIN MINIMUM SITE NAME. ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED 1 THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS _� - - ORIENT AT&T TOWER ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND ��_---' '3 MTL METAL OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT 1--- --- IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E.ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. d �- _.- (N) NEW 40200 MAIN ROAD 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE CONTRACT DOCUMENT OR NOT THIS PROJECT TO BE LABELED 'T-MOBILE' OWNER WILL n j;a -� NIC NOT IN CONTRACT ORIENT,NY 71957 FULLY EXPLANATORY AND SUPPLEMENTARY HOWEVER, SHOULD T - NTS NOT TO SCALE D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL ) INSTRUCTIONS TO ARCHITECT/ENGINEER CT/ENGINEER IN CASE OF DOUBT F INTERIOR FEEDERS TO BE INSTALLED IN E.M.T WITH STEEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER R SHALL BE DONE THE SAME AS IF SHOWN, o _ , AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS. NOT THE OTHER, OPP OPPOSITE SHEEP TME c� EXPLANATION THEREOF G. MINIMUM SIZE CONDUIT TO BE 3INDICATED OR SPECIFIED IN BOTH STORAGEs"TRADE SIZE 3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR _ ° 3B (P) PROPOSED E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. AND MATERIALS REASONABLY NECESSARY FOR THE PROPER PCS PERSONAL COMMUNICATION SYSTEM GENERAL AND SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE. THE RIGHT H. FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN PPC POWER PROTECTION CABINET TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT. _ CN 3 THE CONTRACT DOCUMENT REMAINS SOLELY WITH I. CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT. SF SQUARE FOOT ELECTRICAL U ARCHITECT/ENGINEER. CONTRACT DOCUMENT OR NOT AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED. 4 THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE SHT SHEET- s - GUARANTEE J. THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF _,J - DETAIL REFERENCE KEY SIM SIMILAR NOTES 1 GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC. BEFORE INSTALLING ANY WORK, EXAMINE THE THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED ; SS STAINLESS STEEL YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK. - - i REFER TO STL STEEL 5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED t TOC TOP OF CONCRETE SHEEP NUMBER DURING THAT PERIOD, MAKE GOOD FAULTS SI IMPERFECTIONS TRADES CE DETERMINE THE E%ACT LOCATIONS AND AND SHALL BE CONSIDERED AS PART OF THE WORK. NO DRAWING DETAIL NUMBER TOM TOP OF MASONRY THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES. CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K. ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED {!---..-_-..�._..._",�� 2 TYP TYPICAL MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A DIRECTED 8Y ARCHITECT STEEL. COORDINATE WITH BUILDING ENGINEER PRIOR TO RE. 2/A-3 VIF VERIFY IN FIELD N.� CHANGE ORDER. ATTACHING TO BUILDING STRUCTURE. A-3 LION UNLESS OTHERWISE NOTED SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: T ' 'Mobile' 1 ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL *+••�■••■*•■•■*� HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL GREAT RIVER NY MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR CONSTRUCTION NOTES FOR FABRICATED SILT FENCE SHALL BE PROVIDED IF REQUIRED. THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE R POSTS: STEEL EITHER T OR U TYPE. 00 SOIL NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE MEASURES ARE FUNCTIONING PROPERLY. POSTS WITH WIRE TIES OR STAPLES. UNSATISFACTORY MEN SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT EN 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE • FENCE WOVEN WIRE 14 GA. 6" MAX. THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. MESH OPENING. Y $M REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE o 8 EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUAUTY SPECIFIED FOR THE 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION 3. TWENHEY THEY TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER �' FOUNDATION. SHALL BE OVER-LAPPED BY 61N AND FOLDED. FILTER CLOTH: FILTER X. MIRAFl mY CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABILINKA T140N OR EQUAL. 7 z-a 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE REMOVED WIZEN "BULDGES" DEVELOP IN THE SILT FENCE. L m=== CORRECTED. E MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME 5. ALL SILT FENCE MATERIALS MUST BE LISTED ON THE CURRENT PREFAB. UNIT: GEOFAS ENVIROFENCE ;<,$ QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL STATES. D.O.T QUALIFIED PRODUCTS LIST OR EQUAL. o S STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED CUT AND FILL SLOPES. AS COMPILING CONCRETE THICKNESS. 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. WIRE FENCE- WHERE REQUIRED GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF 10. CONTRACTOR SHALL REMOVE ALL EROSION do SEDIMENT CONTROL UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. MEASURES AFTER COMPLETION OF CONSTRUCTION AND COMMERCIAL TYPE C SILT FABRIC ON SUBMITTALS 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND ESTABLISHMENT OF PERMANENT GROUND COVER. UPSTREAM SIDE OF FENCE DATE DESCRIPTION REVISION 11 THE ESCAPE OF SEDIMENT FROM THE SITE vm/,R m■�R•R D -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS �v■•i+■ REVpED�■�Am■• -BE PLACED IN 6" LAYERS AND COMPACTED TO 957 STANDARD PROCTOR SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL o Z 12/13/18 wmM PER mmm z EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 907 STANDARD PROCTOR MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, I LAND-DISTURBING ACTIVITIES. 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: DIRECTION OF MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACEo FLOW PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABILIZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE II m THAN 1 WHEN SUBGRADE OR EXISTINGROUNDSURF CEBD OND IEXISTINGTH SURFACE. O RECEIVE AS ADENSITYLESS 4oAMED AND SEEDED. MSHALL BE PLACED AT A MINIMUM COMPACTED DEPTH F . RECOMME DED SEEDING DATES FOR PERMANENT VEGETATION SHALL BE BETWEENN LTO 4 HORIZONTAL OIMATERIAL (III I THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, JUNE 15 THROUGH AUGUST 1 AND SEPTEMBER 15 THROUGH OCTOBER 15. TEMPORARY GROUNDUNE MSN PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED VEGETATIVE MEASURES SHALL CONSIST OF AN ANNUAL OR PERENNIAL RYE GRASS Ei SILT FENCE IS TO BE A TEMPORARY DENSITY SNTH EPTEMBER ENDED SEEUGH ING DATES ER ANG FROM JUNE 1 THROUGH AUGUST 15 AND / j EROSION NREMAIN IN PLACE UNTIL THE D SHOULD DEP. DATE AWD REVWNS 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS IIII j STABILIZED. mm, WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT oos LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH EVALUATE PROPOSED COVER MATERIAL 6-0. CONSTR. DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A SITE K, SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND REPRESENTATIVE SOIL SAMPLE AND SUBMIT TO A REPUTABLE SOIL TESTING LABORATORY NOTE• PROJECT NO: 5"-= SHALL BE OF THE SAME THICKNESS. FOR CHEMICAL AND PHYSICAL ANALYSIS. THE PRELIMINARY TEST IS NECESSARY TO DIG TRENCH. DRAWN BY BMM DETERMINE THE REQUIRED INORGANIC AND/OR ORGANIC AMENDMENTS THAT ARE NEEDED 1 1LAY IN FABRIC TO BOTTOM OF TRENCH. CH MPS 2. . , . 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 3BACKFILL TRENCHCOVERING FABRICQ F = REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER. THE RESULTS WILL GIVE THE COVER MATERIAL y TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS pH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. KEPT ON-SITE B THE CONTRACTOR AND AVAILABLE FOR REVIEW BY THE COUNTY STF EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS 1 SILT FENCE DETAIL AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED -- NOT TO SCALE PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. SEED BED PREPARATION BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO PROPOSED COVER MATERIAL SHOULD BE SPREAD EVENLY OVER THE SITE AREA IN A MINIMUM REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH 4" LIFT VIA BULLDOZER/BUCKET LOADER. USING THE INFORMATION FROM THE SOIL ANALYSIS, APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED CAREFULLY CALCULATE THE QUANTITIES OF LIMESTONE AND PRE-PLANT FERTILIZER NEEDED FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. PRIOR TO APPLYING. PRE-PLANT AMENDMENTS CAN BE APPLIED WITH A BROADCAST AND/OR DROP SEEDER AND INCORPORATED WITH AN OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. Gild IF 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE AFTER INCORPORATION THE PRE-PLANT SOIL AMENDMENTS, THE SEED BED SHOULD BE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. SMOOTH AND FIRM PRIOR TO SEEDING. THE FOLLOWING SEED MIXTURES SHALL BE USED AS 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS NOTED: TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 11 ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. SPECIES/VARIETY UBS/ACRE WORK OFT.MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE CREEPING RED FESCUE 20 CONSENT IS STRICTLY PROHIBITED. TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK KENTUCKY BLUEGRASS 20 MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE PERENNIAL RYEGRASS 5 FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. NOTE:IF DRAWINGS ARE 225A4',USE GRAPHICAL SCALE AND/OR 112 TIMES GENERAL EROSION & SEDIMENT CONTROL NOTES: OF THE NOTED SCALE. 1 THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SEED TIME AND METHOD SITE NUMBER: HEREIN AND STIPULATED WITHIN STATE STANDARDS L113882D SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO THE PREFERRED TIME FOR SEEDING THE COOL SEASON MIXTURE IS LATE SUMMER. SOIL AND MINIMIZE SEDIMENT LEAVING THE SITE. AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED SrrE NAME: COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE ORIENTAT3TTOWER 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE GROWING SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING 40200 MAIN ROAD ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR LIMITS OF LAND DISTURBANCE SHALL CLEARLY AND MAY BE DONE AT ANY OF THE ABOVE NOTED TIMES. ORIENT,NY 11957 OTHER APPROPRIATE MEANS. 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND SHEET TITLE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION MULCHING CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE NEWLY SEEDED AREAS SHOULD BE MULCHED TO INSURE ADEQUATE MOISTURE FOR SUCCESSFUL APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE TURF ESTABUSHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND GRADING & DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE AGROCHEMICALS AND SOIL EROSION. IF MULCHING PROCEDURES ARE NOT SPECIFIED ON PLANS, CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ. FT. OTHER a SEDIMENT NOTES ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. COMMERCIALLY AVAILABLE MULCHES CAN BE USED. n r ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF IJ C CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. z U 1i SHEEP NUMBER 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES ; MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. 2 _ N•2 ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE - �' OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY T -Mobile iA10•Il•NOaTNlpfT LLC GENERAL NOTES, FIBER REINFORCED POLYMER [FRP) NOTES: MASONRY CONSTRUCTION NOTES: "°° '•"�^^i caewi ani,,Nr,na• 1 THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1 FRP PLATES, SHAPES, BOLTS AND NUTS (STUD/NUT ASSEMBLIES) SHALL CONFORM TO ASTM D638, 1 ALL BRICK TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 695, 790. PLATES AND SHAPES TO BE FY = 5.35 KSI LW (SAFETY FACTOR OF 8), .945 HSI CW GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. „ STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, (SAFETY FACTOR OF 8) MIN. •FOR INTERIOR/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 EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR 2. IF FIELD FABRICATION IS REQUIRED, ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI, x o 2 2, ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. .2fl g 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 3. ALL FASTENERS TO BE 1/2" CIA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, vat EXPERIENCED 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 BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 Z STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS. ALL MORTAR TO BE 2000 PSI MIN. 4 ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, •FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS Of 9 a 4 CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. 4 THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF THE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 158 PSI FOR FULLY L 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND EXISTING BUILDING, U.N.O. GROUTED BLOCKS, Z SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS 5. STUD/NUT ASSEMBLIES SHOULD BE LUBRICATED FOR INSTALLATION OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS, AND 163 PSI FOR FULLY SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION GROUTED BLOCKS. AND/OR CONSTRUCTION. 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR SUBMITTALS 0 6. THE CONTRACTOR IS RESPONS18LE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS MASONRY STRUCTURES. wit otscnrna, nez 7 TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: "yoassn macvr. SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE TOWER PLUMB k TENSION NOTES 'Volm ' STRUCTURE DURING CONSTRUCTION. TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1, PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE ULTIMATE TORQUE RECOMMENDED MAXIMUM DRAWINGS. 7 INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR SIZE STRENGTH INSTALLATION TORQUE PROPOSED OPERATIONAL AND SAFETY EQUIPMENT 3/B-16 UNC a FT-LBS 4 FT-LBS 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. 8, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINIGY 1/2-13 UNC 18 FT-LBS 8 FT-LBS ENGINEERING IF ANY DISCREPANCIES EXIST 3. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE - 5/8-11 UNC 35 FT-LBS 16 FT-LBS BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. STEEL CONSTRUCTION NOTES. 3/4-10 UNC 50 FT-LBS 24 FT-LBS a¢vr Mn WID wwwons 4 THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE RM 1 STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, 1-6 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE ar wN. FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES, zomm ops 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES, WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT tam OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED. Vt K GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. SPECIAL INSPECTIONS NOTES. 9. STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND PROJECT NO 544.002 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE DRA VEB HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING B 10. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES, DALLAS TX, BUILDING CODE, APPLICABLE SECTION(S) AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE 4 ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. OR APPROVED EQUAL. FOLLOWING CONSTRUCTION WORK. �L ��l•JQJ�NSj,Q� 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES. ii ALL FRP SHAPES TO BE DYNAFORM PULTRUOED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. 12. ALL FRP PLATES TO BE FIBERPLATE MOLDED FRP PLATE. b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED i • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. PER 'TURN-OF-THE-NUT" METHOD, RECTANGULAR HSS A 0, A500GRAD GRADE B. FKSI, KSI, U.N.O. 13. ALL FRP PANELS TO BE FIBERPLATE CLADDING PANEL. I' • ROUND HSS TO BE A500, GRADE B. =35 KSI, U.N.O. c. MECHANICAL AND EPDXIED ANCHORAGES. • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O • BOLTS TO BE A325-X. Fu=120 KSI, U.N.O. 14 EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND FIBERGRATE COMPOSITE STRUCTURAL y�- • U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O LABEL. d. FIBER REINFORCED POLYMER. 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER, AND HAVE MAXIMUM FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED p� SPREAD OF 50. DESIGN DOCUMENTS IS BEING INSTALLED. 7 ALL WELDING SHALL CONFORM TO AISC AND AWS 01 1 LATEST EDITION, PRO SEAL 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LOS ANGELES RESEARCH •THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE 8, ALL HILTI ANCHORS TO BE CARBON STEEL, U.N.O, REPORT RR25536, DATED FEBRUARY 1, 2016. PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. • MECHANICAL ANCHORS. KWIK BOLT-TZ, U.N.O. THIS DOCUMENT IS THE CREATION, • CMU BLOCK ANCHORS. ADHESIVE - HY120, U.N.O. 17 SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS, SEE SPECIAL INSPECTION -THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH DESIGN,PROPERTY AND COPYRIGHTED • CONCRETE ANCHORS.ADHESIVE - HY150, U.N.O. SECTION, THIS SHEET THE APPROVED DESIGN DOCUMENTS. WORK OFT-MOBILE.ANY DUPLICATION • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. OR USE WITHOUT EXPRESS WRITTEN 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING CONSENT IS STRICTLY PROHIBITED. 9 ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KSI ULT/50 KSI YIELD, U.N.O. BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. NOTE.IF DRAW NGS ARE 22"x3t,USE RANGE RECOMMENDED GRAPHICAL SCALE AND/OR I2 TIMES 10, BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CLIP OF THE NOTED SCALE. 11, MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. EDGE DISTANCE - CLI BOLT TO END 2.0-4.0 3.0 SITE NUMBER: EDGE DISTANCE - CL•BOLT TO SIDE 1.5-3.5 2.5 L113882D CONCRETE CONSTRUCTION NOTES. BOLT PITCH - CL* TO Cl' 4.0-5.0 5,0 I SITE NAME: ORIENT AT&T TOWER 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR WOOD CONSTRUCTION NOTES: a0200 MAIN ROAD REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATERi ORIENT,NY 11957 AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN COVER ALL REINFORCEMENT, WELDING OF REBAR IS NOT PERMITTED BENDING VALUE OF 1000 PSI MIN 7SHEET TITLE 2. EXISTING CONCRETE SURFACES THAT ARE TO BE IN CONTACT WITH NEW PROPOSED CONCRETE 2, ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN BENDING SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN. U.N.O REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING NOT TO ENCROACH ON BOLT HOLE - GENERAL AGENT, EX. SAKRETE OR EQUIVALENT, TO ENSURE A QUAUTY BOND BETWEEN EXISTING AND 3, ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR NOTES PROPOSED CONCRETE SURFACES, BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. DC 2 0 L JIU i d SHEET NUMBER S-1 . ® ®Mobile® \ r TMOOIII MOPMblT LLC ' GREAT PIER.NY 111]9 \\ Z5 w g \\ EX75TING RETAINING WALL z m a PROPOSED T-MOBILE RAISED 1 o a LL 1j4 EQUIPMENT PLATFORM WITH CANOPY 33 \ 1\ SUBIMNTTALS / WE DESCRIPTION RLYISION asuE0"a R1tM ! x /'� \� \ 1 12/01/10 PEA WII]IOIIS 1 Vr [ L ` V _ \\ yoErl my, uw'n Rtc+txRrs RF MM. i y yy y an y PROJECT NO: 544-002 DRAWN BY VEB CHEC BDA EXISTING OTHER CARRIERS RAISED � r; / =� EOUIPMENT PLATFORM WITH CANOPY THIS DOCUMENT IS THE CREATION, - £I DESIGN,PROPERTY AND COPYRIGHTED I `•`, ` t,Y'zy -y,YY� i��� f WORKRKOF T-MOBILE,ANY DUPLICATION F'�S';{ .13y x 3 , OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. NOTE'IF DRAWINGS ARE 22"x34",USE ��`�--- �- -�" � .f �;�;y�✓ � GRAPHICAL SCALE ANDlOR12TIMES SITE NUMBER: LI13882D SITE NAME: ORIENT AT&T TOWER 402DO MAIN ROAD ORIENT,NY 11957 SHEET TITLE - �. ,, F� =� �'� ,rte"-':•� '-• SITE PLAN _._-FXISolNG MONOPOLE SHEET NUMBER y 1 TJIOe14 NOIIIHlffT LLD ].SOU SlOyS15£H161M'�Y GRIAT RNEM,NY 111]0 1 G)'r 12'-6' _ 1C 1 a�EI� S5 4 m PROPOSED 1/2'DIA A307 BOLT(TW) „ • " ' e ' o Z PROPOSED ANGLE CLIP L4x4x1/4'(TYP) PROPOSED ANGLE CLIP t6x6xJ/2'(TYP) -suBMITTAIs PROPOSED ANGLE t4x4xJ/4'(TYP) "^%/.a �Su"SO!U Ew 0 1}/e1./1e !fw 6011OVI! 1 PROPOSED HSS 403/6"(T)P) ( I ( o PROPOSED W10X22(TYP) I I I L L' LLI..Il..lL I I I I OFT MY SOP O iMWK e PROPOSED CANOPY(TYP) l l" LSlE'`l(4[.:`t LlLi k — 51 LLLLL LLLL I I I "F N"" t`FLLEL`L`l I taxes l LcLL LL Lull l`` 1 Ll.1.Il.L.LL`'L`-LL.1. _LI CLI.ILLL LL_l.l.L COS7R PROJECT NO' 544002 :41DRAWN BY: VES o CHECKEMA DJ1 `-- I PROPOSED WER77CAL HSS - lal z *4018'(TYP) e ° I I 0911a� e PROPOSED STAIRS I I THIS DOCUMENT IS THE CREATION, S 10 DESIGN WORK OFT-MOB/EOPERTY AANY DUPLICATIONND S OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, I I NOTE.IF DRAWINGS ARE 22'X34', o USE GRAPHICAL SCALE AND/OR W TIMES OF THE NOTED SCALE. _.. a SITE NUMBER: Fnm L113882D S9 e - - SITE NAME: ORIENTAT&TTOWER D A L A B 40200 MAIN ROAD S4 ORIENT,NY 11957 SHEET TITLE 1 PLATFORM DETAILS r 1 PLAN VIEW EW ? ; SHEET NUMBER -- SCALE. NOT TO SCALE W i 1 R�a�._ �ro_ I S-3 V-4 1/4' JL 0 -Mobile V MO\6•NO•TN•A•T UG also suM_.-y X-11 1/8' 9�-5 1/8" R v Nr unc PROPOSED 1/2"DIA A307 BOLT(TYP) PROPOSED ANGLE CLIP L6x6x1/2'(TYP) - -- PROPOSED ANGLE L001/4"107H rz (1)A307 BOLT AT EACH END(TYP) PROPOSED ANGLE CUP L044/4'(TYP) a PROPOSED HANDRAIL 2.375 PROPOSED WRACAL HSS O.D. 4o SCHED PIPE(TYP) SUBMITTALS DATE DESCRIPTION REPS" 4x4x3I8'(7YP) n oym/Is aTuro FOR aUew o b nN./n ra oo>eons I •o N e1 9 7 SS EF S9 � S9 S9 �E� ----- — cm. WE *f" RtHzxxrs PROPOSED W10x22(nP) zawnc / o ops PROPOSED VER7ICAL HSS • Cawm 6x6x3/8"(TYP) 1'-6 \ 1 (r),p) j B PROJECT NO: 541-002 Sg • DRAWN BY- VEB S 10 PROPOSED STAIRS — CFTC BDA (2) PROPOSED ANGLES L3x3x3/8" � � r` TO FORM DOUBLE ANGLE(TYP) _M �� ''OHy}�Y 5 /Y7T i S9 h (/ - - - - - --- CRAQf- b PROPOSED/4 REBAR 71ES AT �911a1 0-4•o.C. (FlRST 1=01) PROPOSED(10) p WRACAL REBAR(TYP) THIS DOCUMENT IS THE CREATION, DESIGN.PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN PROPOSED 14 REBAR 77ES CONSENT IS STRICTLY PROHIBITED. AT 1'--O'O.C. (TYP) NOTE:IF DRAWINGS ARE 22"x34",USE GRAPHICAL SCALE AND/OR 1/2 TIMES 1 PROPOSED 1-6'DIA o OF THE NOTED SCALE. S9 CONCRETE PIER(T)P) o SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET nnf PLATFORM DETAILS -"- I SHEET NUMBER SECTION A-A -- SCALE. NOT TO SCALE �,- ! S-4 16'-10 1/4' JL B .Mobile T Dell•NORTN•R•TLLC 3lOO•NN111•EHg1NW,T GREAT RIVER, —aa 6'-0' 10'-10 1/4" — PROPOSED 1/1DIA A 30 7 BOLT(T)P) PROPOSED ANGLE CUP L6x6x1/2'(T)P)—� s Z �Zme K�ma« Z ' PROPOSED VERACAL HSS 443/8'(TYP) tp SUBMITTALS cAn DESCRIPTION R vsm oi/mn• RSYEp Iql Maw +r/oVn ru cauoRs PROPOSED HANDRAIL 2.375 O.D. 40 SCHEO PIPE(T)P) o y w G)EF S9 S9 £ oEn, N' PROPOSED W/0x21(TYP) oATE ro R&9M� / PROPOSED VERTICAL HSS 6x6x3/8'(TYP) 1_6• -� B furs ( ) cam= S9 sa,cc PROJECT NO: 544002 (2) PROPO-RED ANGLES E FORM DOUBLE ANGLE(TYP) VEB ) 1 / `° CH DRAWN BY: BDA S9 '°HNs� wiz PROPOSED/4 REBAR AES AT (1 �i 0=4'O.C. (FIRST 1=0)(TYP)------- TYP)-- �s d PROPOSED (10)/8 VERTICAL 0911$1 REBAR(TW) THIS DOCUMENT IS THE CREATION, PROPOSED/4 REBAR AES DESIGN,PROPERTY AND COPYRIGHTED AT 1'-0"O.C. (TYP) WORK OFT•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 1 PROPOSED I'-6"DIA a S9 CONCRETE PIER(TYP) o GRAPHICASCnALE AND OR 112 TIMES 11 fill 1 11 11 11 OF THE NOTED SCALE. SITE NUMBER: L113882D SITE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT NY 11957 SHEET TITLE PLATFORM DETAILS �tC 2 2013 a - - 1 SHEET NUMBER SECTION B—B -- SCALE. NOT TO SCALE S-5 rano•ne rrowThwr... III mMobfie- 150061NIRBE HIfJIWAY QNEAT RIJE/1,HY ti])Y 12'--4 1/4' V mxm _ (o-.. 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SITE NUMBER: 1 PROPOSED 1'-6'DIA L11 NAMED 39 CONCRETE PIER(TYP) o ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM L` Z V 1 8 DETAILS a' SHEET NUMBER SECTION C-C HA -- SCALE NOT TO SCALE S-6 i�10elEe NORTN.YT LLC ]]W SUNNISE NGMYWV CREAT pW[q,NY 111]9 W-10 I/4' � 6'-0" - --- PROPOSED 1/2'DIA A307 BOLT(TVP) �•^' V y N ^ PROPOSED ANGLE CVP L8x6x1/2' Z 4 'mcz 8 PROPOSED VERTICAL HSS Z 4x40/8'(TYP) cp I SUBMITTALS DATE I DESCRIPTION REgSION PROPOSED HANDRAIL 2.375 f/M/It rtn COYlMs.__ 4 O.D. 40 SCHED PIPE(TIP) W o � I 1 e 9 8 S8 E `.r l S9 S9 E -T PROPOSED WIOx22(TVP) / o am art A]Oe nE.]s06 PROPOSED VER71CAL HSS _ • o 6x8x3/8'(TIP) Tales j (2) PROPOSED ANGLES L3x3x3/8' (np) I TO FORM DOUBLE ANGLE(TN') �s m e 5 e e ^ PROJECT NO- 544-002 S9 'a DRAWN BY VEB CHEC DA 1 PROPOSED STAIRS s10 O � ERS. _— - -- -- - 1 11 u PROPOSED/4 REBAR TIES AT O'-4'O.C. (FRST 1=0)(lYP) PROPOSED (10)18 VERITCAL Q g 118 REBAR(TYP) THIS DOCUMENT IS THE CREATION, PROPOSED j4 REBAR ]IES DESIGN,PROPERTY AND COPYRIGHTED AT P-0'0.C. (IYP)-- WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. PROPOSED 1'-8'DIA o _ S9 CONCRETE PIER(IYP) I NOTE:IF DRAWINGS ARE 27'x34',USE GRAPHICAL SCALE ANO/OR 1@ TIMES OF THE NOTED SCALE. SITE NUMBER: L113882D SrrE NAME: ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 W SHEET TITLE PLATFORM — - DETAILS ? SHEET NUMBER SECTION D-D -- SCALE. NOT TO SCALE S■7 -Mobile- GEAT RNFA,NY 111]! 12�4' NO 00 . . .......... q-0. �t UAL) 4AL) PROPOSED ANGLE L40318-(T)P) WE SUBMITTALS RE"MSION I -_ - _ I -- _.. -_ _i. .._. .— I I o MT=m uw,a Ru m4YCR,5 4 PROPOSED 19-W4-73 GRA 77NG(M) 16 LL 0 PROPOSED W10x22(rw)— nrr7 aye wtio RMS d6 PROPOSED HANDRAIL 2.375 O.D. 40 SCHED PIPE(n?) 16 RF coca PROJECT NO- 544-M DRAM BY VEB 16 CHECKED BY: BDA JO PROPOSED WR77CAL HSS _74 4x4x3l8' — — — — — — —— —— — — — — — I S9 PROP0.9F1 H-FRAME—+ 0911sl e I I I - THIS DOCUM'ENiilS'i*HE'C`REATION, S 10 PROPOSED STARS IIDESOk PROPERTY AND COPYRIGKTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 4- I CONSENT IS STRICTLY PROHIBITED. *6 NOTE:IFDRAWNGSARE22"12x34'. 2"324'.USE GRAPHICAL SCALE AND/OR 1�/ T�MES Lv OF THE NOTED • \ 1 o-'kia 00 a SITE NUMBER: co 0:F_ —— — — — :01 qL113882D F) c SITE NAME: ORIENT AT&T TOWER (EQUAL) (EQUAL) 40200 MAIN ROAD I ORIENT,NY 11957 SHEET TITLE SECTION E-E SCALE NOT TO SCALE PLATFORM 7ECDETAILS 2 11 SHEET NUMBER S-8 NOTE.- BEAMS, CHANNELS, AND elm ® -Mobile u ANGLES TO BE COPED AS NECESSARY. w TJ10lINDIfTglll{T LlD --PROPOSED ANGLE 4x4xJ/8'(T)P) � N DSEN G . GPEAT gNFA.Ifi tllN G ( I PROPOSED PLATE&01/4'(TYP) - FF F PROPOSED 1/1'DIA AJ07 BOLT(TYP) ` o -PROPOSED 2.375'O.D. 40 SCHED PIPE, �•- 0 4'-0`LONG(TYP) r ^ ry PROPOSED VERTICAL REBAR(10)JB(TYP) v N g z O O O' PROPOSED 3/4'DIA A615 GR. 75 ANCHOR PROPOSED � j D.D. 40 SCHED PIPE, Z m> r WITH 2'-0'EMBEDMENT(TYP) a 7 0 0 1 - �& G PROPOSED CROSSOVER PLATE Z PROPOSED HSS 6x6x3/8' 3 H—FRAME DETAIL S17E PRO 1 PARTE SCX1-K(T)P) O © O PROPOSED PLATE 10xIOx1' -- SCALE. NOT TO SCALE — SUBMITTALS O O PROPOSED 1'-6'D/A CONCRETE PIER p+._n. °Esn°P'b" AcvlsaoH O%!1/1! RMD Ipl g91EM- D O i/01/N Ri pCY I(Igt 1 114'�_— PROPOSED W10x22 o —- J / FOUNDATION ---- -- _ SC—ALE NOT TO SCALE -PROPOSED PLA IE 4x4x3/8' PROPOSED 2.375'O.D. 40 SCHED PIPE, -- 14 6t4`LONG(TTP) nm, att rrD l�rpol6_ qiF w M.N 114'N zaalG aps PROPOSED HSS 6x6xJ/8' s PLATE TO W 10 x 2 2 CONN.I ;o PROPOSED 1.375'O.D. 40 SCHED PIPE, >a� — 4'-0'LONG(TIP) -- SCALE. NOT -10 SCALE _ -- PROPOSED PLATE 10x10x1' PROJECT NO: 544-002 DRAWN BY VEB —PROPOSED V-6'DIA CONCRETE PIER CHEC BDA C �F�ry y, GRADE "A` 'Y --PROPOSED CROSSOVER PLATE a R .IOHNS SITE PRO I PART1 SCX1-K(TTP) PROPOSED HSS 6x6x3/8" 7'L• PROPOSED 3/4'DIA A615 GR. 75 ANCHOR WITH 2'-0'EMBEDMENT(TYP) ;a PROPOSED PLATE 040/8" o 1 4' :r 5' —PROPOSED 112'DIA A307 BOLT(TYP) �Q A�-09 181 rPROPOSED PLATE 8x4x114•(TYP) 6 PLATE TO HSS CONN. SCALE. NOT TO SCALE - THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED PROPOSED ANGLE 4x4xJ/8'(TP) WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN ( R [U j�, CONSENT IS STRICTLY PROHIBITED. i a SECTION G—G f" "`- - 1 NOTE:IF DRAWINGS ARE 22"x34",USE j f I GRAPHICOF AL SCALE NOTED TORR 11 TIMES -- SCALE. NOT TO SCALE. -..,wr.z_ PROPOSED 2.375 O.D. SITE NUMBER: 40 SCHED PIPE L113882D PROPOSED PLATE J SITE NAME: PROPOSED PLATE 5 J/4x5 314x1/4' ORIENT AT&T TOWER PROPOSED )170x22 --PROPOSED MOx22 IJ5 314x5 J/4x1/4' 40200 MAIN ROAD PROPOSED 2375jDIAO.D. ® ORIENT,NY 11957 40 SCHED PIPE PROPOSED A36 ANGLE CLIP — —PROPOSED A36 ANGLE CUP PROPOSED 1/2'DIA •� --- O L4x4x1/4'(BOTH SIDES) 0 LJx3x1/4' AJ07 BOLT(TYP) PROPOSED 112 © SHEET TITLE PROPOSED 5/8'D/APROPOSED 5/8'DIA AJ07 BOLT A325 BOLT(T)P) AJ07 BOLT(7YP) PROPOSED WIOx22 CONNECTION PROPOSED ANGLE L4x4x318` DETAILS SECTION F—F /-7—\ W10x22 TO W10x22 CO �_ NN. / W10x22 TO ANGLE CONN. HANDRAIL CONN. SHEET NUMBER -- SCALE NOT TO SCALE -- SCALF NOT TO SCALE. -- SCALE: NOT TO SCALE /SCALF NOT TO SCALE S-9 PROPOSED 1/2-DIA A307 BOLT(TTP) T ® aMob le 4• PROPOSED CIOX20(TIP) 1.0.1.`ria-m-1 miam°T1- 3ws RNEq,rry rrTn 5'—D• 1 I , 14' PROPOSED PLATE 6x2 3/4x1/4"(T)P) o I I --PROPOSED HANDRAIL 2.375'O.D. 40 rr ^� x o a SCHED PIPE(TYP) v N 2 n SECTION H-H —' SCALE. NOT TO SCALE i � Z PROPOSED CIOx20(TTP) — — — — — 3LIBMrTTAIS _ DATEDESCRIPTION NENSgN II 1 4• �,n6.0. , PROPOSED HANDRAIL I I ro 1 4 2.375 0.0. 40 SCH£D PIPE(TYP) I I 3 C10x20 TO C10x20 CONNECTION I -- SCALE NOT TO SCALEPROPO -- I FASAL PROPOSED 19—W4-73 GRATING W/ 05005970GRAANG CUP PROPOSED 13/4'x3/16 BEARING BAR(TYP) PROPOSED 1/2'DIAMETER Rr Rr wN W10x22(TYP) A307 BOLT(TIP) 2oum --- SKAc PROJECT NO 544-002 DRAWN BY- 11EB Il CHECKED BDA (7V) = OF N EiY 4 GRATING DETAIL SEC 2 2) J�HHSo�� H� rr- - ° -- �` ( I SCALE. NOT TO SCALE � i_. PROPOSED WIOx22 0911 (— PROPOSED A36 ANGLE CUP O /� L6x3x1/4-(807H SIDES) I —PROPOSED 5/8`DIA THIS DOCUMENT IS THE CREATION, 0 A307 BOL T(TTP) DESM,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION PROPOSED C10X20 OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, NOTE:IF DRAWINGS ARE 22"x34",USE IGRAPHICAL SCALE ANDIOR 112 TIMES C 10 x 2 0 TO W 10 x 2 2 CONN. OF THE NOTED SCALE. -- SCALE. NOT TO SCALE SITE NUMBER: L113882D Fr_ __ 1-- —PROPOSED C10x20(TTP) I I J. ORIENTA SITE NAME: PROPOSED MOX22 ( ) AIN I I PROPOSED PLATE 1Ox7x112" ORIEN40200 T.NYRoSD 117 I I — — —, PROPOSED HSS 6x6x3/8- SHEET TITLE J — PROPOSED 5/8"DIA A325 BOLT(TTP) STAIRS DETAILS GRADE 3 n STAIRS DETAIL /-6 \ SECTION J-J SHEET NUMBER -- SCALE. NOT TO SCALE -- SCALE. NOI TO SCALE S-I O T o -Mobile- T.-M-Nom "T u soo xRwisEN�r�r ORFAT RIVEN,NV 11>M f 12-6' _ _ — ROOf7NG TO BE 18 GA CORRUGATED STEEL, - 6' INSTALLED PER MANUFACTURERS SPECS ANCHOR TO PROPOSED TUBES AND ROOF PROPSED 3/8' THICK r ANGLE BRACES WTH 3/8"BOLTS 24"O.C.- CAP PLATE(TYP) 2 0o88o mm Z �mZm..• \ 4 �e 0 Z ' °p SUBMITTALS PROPOSED HSS 003/8' ° WE DESCRIPTION REVISON COLUMN(TYP) NAWS _.sorb m Re," o �r%a/M rrn ea.R,RE I PROPOSED 3/8' THICK ---- -- - BASE PLATE(TYP) SECTION I—I Dun ` N`�• — �T -- SCALE. N07 TO SCALE ;�' 2 P 1 Q z� 3 Cama PROJECT NO: 544.002 DRAWN BY- VEB —��'� CHECKED BY• BDA � NEIN y P 3/8 EASIDE HSS4x4x3/8 �'?? BEAM fl 0 / 01 / 27 / r 3/8' THICK 5/8'DIA A325-X THIS CONNEC77ON PLATE BOLT(TIP) DESIGN,PROPER -ANB FbPYRIGHTED WORK OF T•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN — SECTION B—B CONSENT IS STRICTLY PROHIBITED. 3' PROPOSED TYP NOTE:IF DRAW NGS ARE 22x34,USE WIOx22(TYP) 318- THICK 1/4 EA SIDE GRAPHICAL SCALEANDIOR12TIMES "� OF THE p PROPOSED 1/2'DIA J. N CONNEC77ON PLATE HS5003/8 NOTED SCALE. BEAM SITE NUMBER: A325 BOLT(TYP) _ LI13882D PROPOSED HSS 3 1/8' - - SITE NAME: 04318'(nT) IJ -- PROPOSED I/?'DIA 6 �B ORIENTATBTTOWER 40200 MAIN ROAD ,� e-N PROPOSED PLTE O® A325 BOLT(TY3/8" THICK P) ORIENT,NY 11957 A 8x5 3/4x3/8'(TYP) _ (a_ -PROPOSED HSS CAP PIA TE - 11/2'DIA A325-X SHEET TRLE PROPOSED 00318"(TYP) BOLT(TYP) WIOx22(TYP) 1/4 I -HSS4x4x3/8 COLUMN CANOPY 8 7/8' _--PROPOSED 3/8' DETAILS ( ) THICK PLATE(TW) SHEET NUMBER BASE PLATE BASE PLATE /-4\ BEAM TO COLUMN CONNECTION SCALE. NOT TO SCALE -- SCALE NOT TO SCALE -- SCALE. NOT TO SCALE S-11 ELECTRICAL NOTES: CONFLICTS QUALITY ASSURANCE WORK INCLUDED CLEANING RACEWAYS CONT'D 1 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, E3 13mt I e- 1 INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES 1. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE i.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS L PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY STATE AND FEDERAL REGULATIONS.THESE SHALL INCLUDE, BUT AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE PASSAGE OF ELECTRICAL RACEWAYS,TO BE PROPERLY NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE rawnnewISE HIG sr,•" WORK MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR awosuawsew OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE "CODE COMPLIANCE"T-1 °REgTa"ElL"+'lj++M AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE 2. CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON FOLLOWING* OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. THE CONSTRUCTION DRAWINGS ANY SUCH DISCREPANCY IN ADMINISTRATION ` A. PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE 1 BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR ILLUSTRATIONS. 1 CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT A SINGLE O B PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CHANNELING, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. POINT PROJECT.. CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES. CEILING 2 THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO � THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND M PROVIDE ALL CONDUIT ENDS WITH INSULATED METAWC ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK Y m°" C SUBMIT AS—BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE g 2 SUBMIT A BAR TYPE PROGRESS CHART, NOT MORE THAN 3 t a INSTRUCTIONS AND MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER. RENDER N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING, y D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE 8'-0", OR AS REQUIRED BY NEC, IN HORIZONTAL AND 3 NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF z m^ PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES VERTICAL DIRECTIONS. DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED, OR THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR REQUIRED FOR THE WORK OF THIS CONTRACT. FOR SLAB ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS 0 PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT THE SITE, PROPERLY SEQUENCED AND COORDINATED F m m PENETRATIONS THROUGH POST TENSION SLABS, X—RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN DE PERFORMED IN THE EXECUTION OF THE WORK WILL BE OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE AREA OF PENETRATION PRIOR TO PERFORMING WORK CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON cn¢0 COORDINATE ALL X—RAY WORK WITH BUILDING ENGINEER CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF WORK SUFFICIENTLY ADVANCE OF THE DATE ESTABLISHED c E PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL P WHERE APPUCABLE, PROVIDE ROOFTOP CONDUIT SUPPORT ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR SUBSTANTIAL COMM PLETION OF THE WORK FRAMING SUPPORTS,AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, GOVERNING THE WORK. 3 PRIOR LE COMMENCING CONSTRUCTION,THE OWNER SHALL EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1 AS—BUILT DRAWINGS. PER BUILDING SCHEDULE LU ON—SITE T LIMIT WITH ALL MAJOR PARTIES.THIS HIS CONTRACT PROVIDE COUNTER FLASHING, SLEEVES AND A UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CONTRACTS AND WARRANTIES WOULD INCLUDE, BUT NOT LIMITED T0,THE OWNER, PROJECT SEALS FOR FLOOR AND WALL PENETRATIONS. 'AS—BUILT" DRAWINGS WIRES AND CABLES 1 CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL F MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2 SERVICE MANUALS 1 CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND OF CONTRACTOR LICENSES AND BONDS TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). SUBMITTALS BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING A. UPON COMPLETION OF THE WORK, FULLY INSTRUCT T—MOBILE VENDOR FOR EXACT EQUIPMENT OVER—CURRENT PROTECTION 2 SEE MASTER CONTRACTION SERVICES AGREEMENT FOR 44DESCRIPTION REVISION THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, ADDITIONAL DETAILS . CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF / CONSTANT COMMUNICATIONS, SUCH ASA MOBILE PHONE ORA oe/1/+b+e va rffMUR o TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS PRIOR TO BID. BEEPER.THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE CONNECTIONS AND EQUIPMENT REQUIRED PROVIDE B PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2 ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT GROUND CONDUCTOR 1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION' 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT PURPOSES. 3 ALL WIRE AND CABLE TO BE 60OVOLT, COPPER, WITH THWN/ AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL 2 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THHN INSULATION, EXCEPT AS NOTED FLOW OF OTHER WORK.ANY STORAGE METHOD MUST MEET ALL TIMES CONTRACTOR WILL COMPLY WITH ALL WPCS SAFETY CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY 1 PROVIDE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING 4 WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER REQUIREMENTS IN THEIR AGREEMENT RESPECT IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK 12AWG ALL WIRE NO 8 AND LARGER TO BE STRANDED. 6 PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE DRAWINGS AND IN THE SPECIFICATIONS. IF AN ITEM OF WORK IS 2 OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5 CONTROL WIRING IS NOT TO BE LESS THAN NO. 14AWG, CLEANUP OWNER INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI—CONDUCTOR 1 THE CONTRACTORS SHALL.AT ALL TIMES, KEEP THE SITE FREE 7 COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND FOR INCLUSION IN THE CONTRACT FURNISH AND INSTALL ALL CABLES CONTROL WIRING WILL CONSIST OF MULTI—CONDUCTOR FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE 8 NOTIFY THE OWNER/PROJECT MANAGER IN WRITING NO LESS MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1 BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FLAME—RETARDANT, EXTRUDED JACKET AND RATED COMPLETION OF THE WORK THEY SHALL REMOVE ALL RUBBISHTHAN 48 HOURS IN ADVANCE OF CONCRETE POURS,TOWER SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS EACH UNIT IN DETAIL TIGHTEN ALL BOLTS AND CONNECTIONS FOR PLENUM USE.ALL CONTROL WIRE TO BE 600VOLT RATED FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS (TORQUE—TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6 WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, AND IS NOT TO BE RE—PULLED LEAVE THEIR WORK CLEAN AND READY TO USE OEM DATE AMID REASONS 1. PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL OPERATIONAL CONDITION 7. HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V 2 EXTERIOR INSURANCE AND BONDS RFE 1 CONTRACTOR,AT THEIR OWN EXPENSE, SHALL CARRY AND ELECTRICAL CODE (NEC)AND LOCAL AND STATE ELECTRICAL 2 PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS A VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL RF MANMAINTAIN, FOR THE DURATION OF THE PROJECT, ALL CODES FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH (Fr) HOME RUN WIRE SIZE TRACES OF 5014 WASTE MATERIALS, SMUDGES AND OTHER zoNwc 2 THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO 12 FOREIGN MATTER. INSURANCE,AS REQUIRED AND LISTED,AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN UPS THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM 51 TO 100 NO 10 B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES CONS THE BUILDING. 101 TO 150 NO 8 ADJACENT SURFACES TO THE OWNER REFER TO THE MASTER AGREEMENT FOR snE AD' 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS 8 VOLTAGE DROP IS NOT TO EXCEED 3% C IF NECESSARY,TO ACHIEVE A UNIFORM DEGREE OF REQUIRED INSURANCE LIMITS INFORMATION/DRAWINGS PROVIDED TO ENGINEERING 1 DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9 MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE PROJECT NO. 544-002 CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS SCOTCHLOK OR AND 3. INTERIOR 2.THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR OF THE PUBLIC AND/OR BUILDING OCCUPANTS DO NOT APPROVED EQUAL A.VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL ALL POLICIES DRAW BMM 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE COMPLIANCE TO NEC CONTRACTOR TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER D MPS ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNER'S WRITTEN PERMISSION 1 ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE FOREIGN MATTER FROM WALLS, FLOOR, AND CEILING ul- ENGINEER. 2 WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ABBREVIATIONS ++--�1 4 EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION ADJACENT SURFACES. ADJ ADJUSTABLE \3.`• R•JO/� PO\ NEW OR RELOCATED EQUIPMENT IS SHOWN WITH SOLID LINES. OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND FUSES C REMOVE PAINT DROPPINGS, SPOTS, STAINS,AND DIRT FROM AGL ABOVE GROUND LINE FUTURE EQUIPMENT (NOT IN THIS CONTRACT) IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF 1 DISCONNECT SWITCHES TO BE VOLTAGE—RATED TO SUIT THE FINISHED SURFACES & AND O \ SHADED LINES REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE APPROX APPROXIMATE0 l SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION SHUTDOWN NOTE- SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. CHANGE ORDER PROCEDURE ® AT s. 7i 5. GENERAL PRIOR TO SHUTDOWN.ALL SHUTDOWN WORK TO BE 2 PROVIDE HEAVY—DUTY, METAL—ENCLOSED, EXTERNALLY—OPERATED 1 REFER TO SECTION 17 OF SIGNED MCSA. SEE PROFESSIONAL BTS BASE TRANSMISSION STATIONF� w A AFTER CAREFULLY STUDYING THE DRAWINGS AND SCHEDULED AT A TIME CONVENIENT TO OWNER DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE SERV CE AGREEMENT FOR MCSA CAB CABINET 04 AI I+ LEJ SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING "-� Lu MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED RELATED DOCUMENTS AND COORDINATION CONC CONCRETE THE SITE, AND THE NATURE AND EXACT QUANTITY OF WORK 1. ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON 3 PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR 1 GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE CONT CONTINUOUS TO BE PERFORMED NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION. INTERRELATED. IN PERFORMANCE OF THE WORK, THE DIA OR 0 DIAMETER O\ O ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2 ROUTE 500 KCMIL CU.THHN CONDUCTOR FROM THE MGB 4. DISCONNECT SWITCHES TO BE MANUFACTURED BY CONTRACTOR MUST REFER TO ALL DRAWINGS ALL COORDINATION DWG DRAWING A OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL VERIFY BUILDING STEEL IS A GENERAL ELECTRIC COMPANY TO BE THE RESPONSIBILITY OF THE CONTRACTOR BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B SQUARE—D SHOP DRAWINGS EA EACH �uF_IS SPECIFICATIONS GROUNDING ELECTRODE CONDUCTOR (GEC) 5 PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND ELEC ELECTRICAL J B VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3. MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR ELEV ELEVATION L SEAL RESPONSIBLE FOR CORRECTNESS OF SAME EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION 1 INSTALL DISCONNECT SWITCHES WHERE INDICATED ON APPROVAL EQ EQUAL 6 QUALITY, WORKMANSHIP, MATERIALS AND SAFETY TERMINATIONS, SIZED AS REQUIRED DRAWINGS 2 ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND EQUIP EQUIPMENT THIS DOCUMENT IS THE CREATION, A. PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4 USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS 2. INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES FUSES CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE EGB EQUIPMENT GROUND BAR MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. OWNER. (E) EXISTING DESIGN,PROPERTY AND COPYRIGHTED PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3 FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR EXT EXTERIOR WORK OFT-MOBILE ANY DUPLICATION AND EQUIPMENT. WHERE UL, OR OTHER AGENCY, HAS 5 HIRE AN INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL PRODUCTS AND SUBSTITUTIONS FF FINISHED FLOOR OR USE WITHOUT EXPRESS WRITTEN ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS TESTING PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO 4 FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS 1 SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION IN GA GAUGE CONSENT IS STRICTLY PROHIBITED. WHICH ARE LISTED AND LABELED ACCORDINGLY THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS, EACH REQUEST, IDENTIFY THE PRODUCT OR FABRICATION OR GALV GALVANIZED COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A.THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING INCLUDE RELATED SPECIFICATION SECTION AND DRAWING GC GENERAL CONTRACTOR NOTE IF DRAWINGS ARE 22'x34',USE PROPER FUNCTIONING OF THE WORK 1 ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN B TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO NUMBERS AND COMPLETE DOCUMENTATION SHOWING GRND GROUND NOTEGRAPIF DRAWING AA E 22x2',USE B. WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING: AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS LG LONG OFTAL HCALEENOTED SCALE. ES TRADE REQUIRED FOR THE WORK INSTALL MATERIALS AND A EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS MAX MAXIMUM EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC SIZE BE FURNISHED. WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, MECH MECHANICAL SffE NUMBER: COMPLETED AND IN ACCORDANCE WITH THE APPROVED B EXTERIOR,ABOVE GROUND POWER CONDUITS TO BE PRODUCTS AND MATERIALS BEING INSTALLED.THE CONTRACTOR MW MICROWAVE DISH RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL(RGS). GENERAL NOTES: SHALL, IF DEEMED NECESSARY BY THE OWNER, SUBMIT ACTUAL MFR MANUFACTURER L113882D ACCORDANCE WITH CONTRACT DOCUMENTS. C ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR,TO C PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT. SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT INTENT MGB MASTER GROUND BAR ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED 1 THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS SHEETS MIN MINIMUM SITE NAME: ORIENT AT&T TOWER OR INDICATED HEREIN, OR WHICH MAY BE REASONABLY ON THIS PROJECT ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND MTL METAL IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. (N) NEW 40200 MAIN ROAD CONTRACT DOCUMENT OR NOT THIS PROJECT TO BE LABELED "T—MOBILE° OWNER WILL 2 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE NIC NOT IN CONTRACT ORIENT,NY 11957 D MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL FULLY EXPLANATORY AND SUPPLEMENTARY HOWEVER, SHOULD NTS NOT TO SCALE OR SPECIFIED ON ONE AND INDICATED, INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F INTERIOR FEEDERS TO BE INSTALLED IN EMT. WITH STEEL ANYTHING BE SHOWN, ARCHITECTURAL SYMBOLS OC ON CENTER IT SHALL BE DONE THE SAME AS IF SHOWN, AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FIl PINGS NOT THE OTHER, OPP OPPOSITE SHEEP TITLE EXPLANATION THEREOF G MINIMUM SIZE CONDUIT TO BE Y4"TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE 3 THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR (P) PROPOSED E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED UNLESS OTHERWISE INDICATED THE DRAWINGS AND MATERIALS REASONABLY NECESSARY FOR THE PROPER 38 PCS PERSONAL COMMUNICATION SYSTEM SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE.THE RIGHT H. H. FINAL CONNECTIONS TO MOTORSS AND VIBRATING EQUIPMENT GENERAL AND TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID—TIGHT FLEXIBLE METAL CONDUIT 3 EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN PPC POWER PROTECTION CABINET THE CONTRACT DOCUMENT REMAINS SOLELY WITH I CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT SF SQUARE FOOT ELECTRICAL ARCHITECT/ENGINEER CONTRACT DOCUMENT OR NOT. AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED. 4 THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE SHT SHEET GUARANTEE J THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF DETAIL REFERENCE KEY SIM SIMILAR NOTES 1 GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC BEFORE INSTALLING ANY WORK, EXAMINE THE THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED SS STAINLESS STEEL YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK REFER TO STL STEEL DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND 5 MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED TOC TOP OF CONCRETE SHEET NUMBER AND SHALL BE CONSIDERED AS PART OF THE WORK. NO DRAWING DETAIL NUMBER THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES CHANGES THAT THAT ALTER THE CHARACTER OF THE WORK WILL BE TOM TOP OF MASONRY OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A :3p TYP TYPICAL DIRECTED BY ARCHITECT STEEL COORDINATE WITH BUILDING ENGINEER PRIOR TO RE. 2/A-3 VIF VERIFY IN FIELD ATTACHING TO BUILDING STRUCTURE WWF WELDED WIRE FABRIC N`'I CHANGE ORDER UON UNLESS OTHERWISE NOTEDY SHEET NUMBER OF DETAIL W/ WrrH