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T-Mobile at Orient By The Sea
obfle TmMu B I L EI N FST H E A S T L L� T M RDRrR�R.LLC O 3500 SUNRISE HIGYJAY GREATGREAT RIVER,NY- 1 LI 1 3882 D E C E V E D� -o1.1 2?a JAN - 7 2019 Z ORIENT AT&T TOWER z ¢ Southold Town Z Board of Trustees SUBMITTALS DATE DESCRIPTION REVSIDN 0/14/18 FDR PERM O 0 40200 MAIN ROAD 13/0/18 REVISED PER PffY 73/13/18 REVISED PER PERMPERNR Z ORIENT NY 11957 + CY v E DEC 2 0 2018 [j I i (70713 GROUND 6102 MUAC CONFIGURATION) Santiago card DEPT a� MP'D REV 90N5 Planning Board RFE L ,..s"-- RF MAN ZONING OPS VICINITY MAP GENERAL NOTES PROJECT SUMMARY cps SRE AC 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 RISDRAWN BY BMM 3500 SUNRISE HIGHWAY ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS w 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 CH MPS - - 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 Q }� JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. MANAGER: (631) 398-3399 `�i TE(/ WORK. THE WORK PERFORMED ON THE PROJECT AND THE 9TME 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 ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. ORIENT, NY 11957 RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 155 CARLEfON AVENUE > R ° iPurnlslsM - ` 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR ROBERT HAASE EAST ISLIP, NY 11730 cr_ 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 1 O.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR (631) 581-8105 C -27 SITE, PERMITS ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT WKB AND INSPECTIONS WHICH ARE REQUIRED FOR THE 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 - z,.,:, °„u EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND LOCAL GOVERNMENT AUTHORITY. 1033 WATERVUEr SHAKER ROAD �� 07100��0 IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE CONSTRUCTION TYPE: IIB ALBANY, NY 12205 �j �• I 'kt DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO USE GROUP: U CONTACT: MAGGIE STEVENS PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF (518) 690-0790 EAL 1” A OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY G, ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE HAVE OCCURRED 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 DESIGN,PROPERTY AND COPYRIGHTED r OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA WORK OFT-MOBILE ANY DUPLICATION ' DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINEr(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 ❑IXlsnNc RBS 6201 ❑INDOOR T-1 TITLE SHEET 2 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, CONCRETE PAD _ - LABOR DEEMED NECESSARY TO COMPLETE THE WORK PROJECT ❑IXISnNG BILLBOARD ❑EXISTING WESTELL Z-1 SITE PLAN 2 NOTE"IF DRAWINGS ARE 22°x34',USE N AS DESCRIBED HEREIN. / DUST, OR SMUDGES OF ANY NATURE. ❑EXISTING ROOFTOP ❑SITE SUPPORT KIT ®PROPOSED GRAPHICAL SCALE AND/OR 1/2 TIMES " STEEL PLATFORM c' 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑EXISTING FLAGPOLE ❑SITE SUPPORT CABINET GD-sI CA,,"-ED_-'NORTH 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 `- SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE El FORT WORTH PROPOSED GPS ❑PANELBOARD C-2 COMPOUND PLAN & ELEVATION 2 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PERTINENT STATE SAFETY REGULATIONS. ❑ C-3 EQUIPMENT DETAILS 2 SITE NUMBER: 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 L113882D 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 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 (9) RTFO AND 13R TMA UNITS ADDITION 10 ICE BRIDGE, STEEL PROPOSED C-6 APU SCHEMATIC & DETAILS 2 ORIENTATBTTOWER WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM PLATFORM, HYBRID CABLES, GPS AND 610z CABINET WITHIN PRDPo5E0 CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE 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 CALL: UNLESS ACCORDING NOTED OTHERWISE TO THE CT WHERE AL VEN R-CODESCIFICATIONS 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO E-3 COAX FIBER PLUMBING DIAGRAM 2 'CALL BffOtTE YOU DIGI' ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. TITLE SHEET WWWDICISAFELYNEWYORX.COM G-1 GROUNDING AND POWER DIAGRAMS 2 CALL en OR reoo-esa->Na G-2 GROUNDING DETAILS 2 CALL THREE WORKING DAYS PRIOR TO DIGGING G-3 GROUNDING DETAILS 2 S1FEW FIRMW MIS SHAL BE IFUMEI0E0 B/ AT NL 7RDIGm1G N I .01RiBxF DSIV N-1 GENERAL AND ELECTRICAL NOTES 2 SHEEP NUMBER COLOR CODE FOR UTILITY LOCATIONS N-2 GRADING & SEDIMENT NOTES 2 ELECTRIC - RED SEWER - GREEN GAS/OIL - YELLOW SURVEY - PINK 51-511 PLATFORM DESIGN DETAILS 2 TEL/CATV - ORANGE PROPOSED EXCAVATION - WHITE T-1 WATER - BLUE RECLAIMED WATER - PURPLE if GENERAL SITE NOTES 0 0mobfl p�E31 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT TNOOo.ENORTHEBETue ��LL BEEN PERFORMED BY INfINIGY BOUNDARY INFORMATION IF SHOWN GREAT RIVER ANY 11739 WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERLY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD �G� I 2 BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION 00 3 CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION �oSm 4 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF g ADVERTISING m z m EXISTING 7 I Jv GARDNER'S BAY J 5 THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES L s E NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL 6 NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THIS 0 0 DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN v 7 THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES EXISTING WOODEN MARINA DOCK (NP) B UTILITIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE Opp DESCRIPTION REVISION EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL oeDATE FUO DESCRIPTION o EXISTING SHORELINE LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR 1x/09/1B REVISED PER PUIFCRN + "j PERFORMING WORK THIS SITE MUST CONTACT MISS UTILITY AT `\. LEAST 46 HOURS PRIOR R TO COMMENCING WORK +x/+3/+e REVISm PFA PEflNR 2 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 SITE PROPERTY LINE STREET OR ROAD OEPr DATE APP'G REVISIONS RFE EXISTING RESTAURANT & _/ \ ` CHAIN LINK FENCE IF MAN MARINE FUELING STATION "/" EXISTING WOODENZONING RETAINING WALL (TYP) `.\ �--�� OPAQUE WOODEN FENCE CO STR SITE AC -/" PROPOSED T-MOBILE W-IF X 17'-0'RAISED SIE£L .� �� TREES/SHRUBS EQUIPMENT PLATFORM WITHIN PROPOSED PROJECT NO 544-002 ./� TREE LINE DRA BMM 61 14=0'X18'-O'LEASE AREA W/OVERHEAD ICE CANOPY C-2 ~ EG XISTING BAYY s (FOR ADD17701VAL 1NFORMA77ON, REFER TO PAGES Sl-S11) )S( UTILITY POLE DI. MPS --,-APPROXIMATE LOCATION OF _" / �-r -�,\ t��6''3 -/- /-1'I (E) EXISTING A EXISTING PROPERTY LINE � �/_/ (N) NEW � C / sJ, (P) PROPOSED (F) FUTURE -/- EXISTING r' ,� �,` ,/_ ` \ \ �__/ MONOPOLE TOWER / PARCEL KEY O\ 0�j0gb yea EXISTING ROCK / 1. PROPERTY OWNER' MGH ) ENTERPRISES INC s WALL (TYP _.- /,-/" Z�, PARCEL ADDRESS 40200 MAIN P ESS1bIN SEAL 6 '/ \ EXISTING FENCED ROAD ORIENT, NY -A, "/� U EQIPMENT COMPOUND ��� �-� TAX ID 1000015000900008001 /� ACREAGE 4 73 THIS DOCUMENT ISTHE CREATION, DESIGN,PROPERTYAND COPYRIGHTED WORK OF T-MOBILE ANY DUPLICATION OR USE WITHOUT/ pARK CONSENTS STRICTLY PROHIBID N APPROXIMATE LOCATION / STAB WAY OF EXISTING TREE LINE NOTE.IF DRAWINGS ARE 22'x34°,USE GRAPHICAL SCALE AND/OR 1/2 TIMES OF THE NOTED SCAI E EXISTING SITE NUMBER: STORAGE BUILDING _ LI 1 3S82D EXISTING ASPHALT r SITE NAME: (�! 11 4 i a pf/ D ORIENT AT&T TOWER ✓' PARKING LOT LJ ` F �1 40200 MAIN ROAD ORIENT,NY 11957 EXISTING TRANSFORMER, DEC 2 ® 2 018 METER AND DISCONNECT JAN UA1� m. 7 2019 0 SHEET TITLE Southold Town Planning Board SITE PLAN Town Board of Trusteos GRAPHIC SCALE: NOTE: l 20' 10' 0 10' 20' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, (P 1 SSCALE' AS NOTED DATED 02/21/17 AND A SITE WALK COMPLETED NORTH SCALE (11x17): 1" = 20'—�" Z-1 BY INFINIGREPRESENT N ACTUAL AND DOES NOT SCALE (22x34): 1" = 10'-0" REPRESENT AN ACTUAL FIELD SURVEY. NOTE: GENERAL SITE NOTES m ❑ ❑M(ob�/�❑ FOR MORE INFORMATION PERTAINING TO 1L l� THE PLATFORM DESIGN, REFER TO 1 A COMPLETE BOUNDARY SURVEY OF THE HOST PARCEL HAS NOT T M35D SUNRISEOBILE NORTN9AST LLC BEEN PERFORMED BY INFlNIGY BOUNDARY INFORMATION IF SHOWN GREAT-ER NNY 1�9 'PLATFORM DESIGN REPORT,' COMPLETED WAS OBTAINED FROM INFORMATION PROVIDED BY OTHERS PROPERTY BY INFlNIGY, DATED 12/05/18. IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD 2. BASEMAPPING INFORMATION BASED ON PROVIDED INFORMATION W 1 \ 3. CONTRACTOR TO FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE CONSTRUCTION. POTENTIAL ROUTE OF NATURAL \ 4. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE SIGNS OF v GAS LINE FROM MAIN ROAD ADVERTISING. 'zvm \� //_ 5. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE DOES d \ Z EXISTING NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL 3 Q �\ PARKING LOTS 6 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 UTILRIES SHOWN ON PLAN ARE TAKEN FROM OWNERS RECORDS SUBMITTALS AND FIELD LOCATION OF VISIBLE SURFACE FEATURES THE EXISTING `-"'�-_� EXISTENCE, EXTENT AND EXACT HORIZONTAL AND VERTICAL DATE DESCRIPTION REVISION GRASSY AREAS \ _i''' I �, 0/14/18 POR PERMR o LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED ANY CONTRACTOR ROPOSED T—MOBILE PLATFORM SUPPORT PIER PERFORMING WORK ON THIS SITE MUST CONTACT MISS UTILITY AT 2/1�/1e RErsEo Pm PERMIT 2 (FO12/05/19 REVISED PER PUITFMRM I R MORE INFORMADON SEE SHEETS S1—S11) -\, LEAST 48 HOURS PRIOR TO COMMENCING WORK. `\ 9. ALL OBSOLETE OR UNUSED FACILITIES SHALL BE REMOVED WITHIN A� PROPOSED T—MOSILE�3 \ 12 MONTHS OF CESSATION OF OPERATIONS C-5 3 EXISANG RELOCATED OR NEW SHRUBBERY /' 3" MSN ACCESS GALE \ \ C-6 AS REWIRED(TTP. OF(5) TOTAL) SITE LEGEND PROPOSED T-MOBILE ACCESS STAIRS(FOR 3 PROPOSED T-MOBILE 14'-O' f�,��1 ,\ 1 MORE INFORMATION, SEE 57/EE7S Sl-S11) SITE PROPERTY LINE TALL FENCE EXTENSION(TO PROPOSED T-MOBILE 12'-6X 17'-0' RAISED SIEEZ C-5 MATCH EXIS77NG FENCE) �� �� STREET OR ROAD GEP GATE APPD RErsIGNs EQUIPMENT PLATFORM Wl7HlN PROPOSED �� RFE 14'-OX18=O'LEASE AREA W/OVERHEAD!CE CANOPY DC-2 CHAIN LINK FENCE RF MAN (FOR MORE INFORMAAON, SEE SHEETS S7-S11) \ ZONING 1 OPAQUE WOODEN FENCE GPS CONSM EXISTING RETAINING \`� TREES/SHRUBS SOT AC PROJECT NO 544-002 WALL (TYP.) ` � .��.-�,..-- � `� r-v- •� TREE LINE DRAW BMM EXISTING GRAVEL (TYP) CJS E PS LOT � UTILITY POLE EXISTING UTILITY :1 SAND LOT Q S S)• EXISTING CARRIER RAISED \ (E) EXISTING a O , STEEL EQUIPMENT PLATFORM fi n,.t;C \\ (N) NEW , �(p Tt EXISTING SHRUB TO BE RELOCATED TO EDGE , {:'1 1 E7(ISIINC GRADE 70 BE LEVELED AND GRAVELED - OF PROPOSED T-MOBILE COMPOUND = \ )5 -" -' 1 (P) PROPOSED _ c ' ` EXTENSION OR REMOVED (TYP OF (5) TOTAL) UPON COMPLE770N OF CONSIRUC770N e,a' 66 \ t'1;.. \ (F) FUTURE PROPOSED T-MOBILE ACE :. }t,''y BRIDLE 70 BE ROUTED BELOW \ 1`� \` ,A1n A' ' EXISTING CARRIER FENCED IPS 6 C-5 EXISANG CARRIER ACE BRIDGE �\ �} ct' ` k .- r/ 9 EQUIPMENT COMPOUND � EXISTING CARRIER RAISED PROPOSED T-MOBILE(18) 718'COAX "`1 •-"; t STEEL EQUIPMENT PLATFORM ANk , k PROFESSIONAL SEAL CABLES TO BE ROUTED FROM PROPOSED EQUIPMENT CABINET TO PROPOSED ANTENNA THIS DOCUMENT IS THE CREATION, \ µ:\ ;';�''t• _'t DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE,ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN _ �f y CONSENT IS STRICTLY PROHIBITED y � z�'z /' EXISTING ACCESS \ GATE (TYP) NOTE'IF DRAWINGS ARE 22'X34',USE GRAPHICAL SCALE AND/OR 112 TIMES zv EXISTING STEALTH OF THE NOTED SCALE. MONOPOLE TOWER n SITE NUMBER: APPROXIMATE LOCATION l ;�`' �hr t E L113882D OF EXISTING TREE LINE �5—NEXISTING� _e CARRIER BRIDGE (TYP) (ABOVE) LEXISTING I ' If D ORI NTANAME: ` APPROXIMATE LOCATION OF / \ BEACH 1 l�I 40200 MAIN ROAD 1 EXISTING PROPERTY LINE J L; EXISTING ROCK H f ,AN 7 2019 r 1 WALL (TYP) L� DEC 2 ® 2 018 ORIENT,NY 11957 t\ ` SHEET TITLE SouthDid Town Southold Town Bcard D Tru to /' Planning Board SITE PLAN GRAPHIC SCALE: NOTES 20' 10' 0 10' 20' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL SITE PLAN PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, - SCALE: AS NOTED SCALE (11x17): 1' = 20'-0" BY NFINI Y20N1 03/15/18 AND DOES NOT 7 AND A STE WALK �ID NORTH " Ci•1I REPRESENT AN ACTUAL FIELD SURVEY. SCALE (22x34): 1 = 10'-0" F�OREMORE INFORMATION PERTAINING TO ❑ �m®bne❑ NOTE: FOR MORE INFORMATION PERTAINING TO THE Y."DDRB NORTN¢�9T THE PLATFORM DESIGN, REFER N TOWER STRUCTURE, REFER TO PASSING O SUNRISEIVER I AY 'PLATFORM DESIGN REPORT; COMPLETED "STRUCTURAL ANALYSIS REPORT,' BY INFlNIGY, DATED 12/05/18. COMPLETED BY INFlNIGY, DATED 08/01/18. NUEL EXISTING CARRIER PANEL PROPOSED T-MOBILE INSTALL TO BE FLUSH WITH ANTENNAS (TYP) EXISTING INSTALL AND MEET EXISTING PROPERTY SET N m G BACKS. EXISTING SET BACK BASED ON PROVIDED DRAWINGS COMPLETED BY WFC, DATED 02/21/17. ROPDSED T-MOBILE EQUIPMENT 70 BE INSTALLED, z s Ei (TYP. PER SECTOR, (3)SECTORS TOTAL): " (1)RFS APXVFWW72X-C-NA20 m a o PROPOSED T-MOBILE 3 1 ACCESS GA IE C-5 (6) 77/BSCOAX CABLES PROPOSED T-MOBILE SILT FENCE N-2 TO BE INSTALLED AS REQUIRED EXISTNG GRADE TO BE LEVELED AND GRAVELED UPON DOSING T-M08/LE PLATFORM COMPLEAON OF CONSIRUCAON SUBMITTALS A SUPPORT PIER(SEE S!/=Sl-S11) 0//1vDESCRIPTION IB FDR PEWRensl°N c EXISTING RETAINING - 12/05/18 REVISED PFA PU"RN I WALL (TYP.) ( 12/13/18 REVISED PER PERYR 2 5'\ �� PROPOSED T-MOBILE ACCESS\ 12' r. �ti STAIRS(REFER TO SHEETS LE 2 018 SI-S11 FOR MORE/NFORMA770N) �— PROPOSED T-MOBILE 12=67! 17-0"RAISED Southold Town PROPOSED T-MOBILE PLATFORM LIGHT(TYP 1 ` \ OF(4) TOTAL)(TO COMPLY WITH DARK , \ � STEEL EQUIPMENT PLATFORM WITHIN PROPOSED � Planning Board SKY LAW AND LOCAL MUNlpPAL CODE) / J\ \ 1 14'-0'X18-O%EASE AREA W/OVERHEAD!CE DEW DATE AFP'0 REVISIONS `, CANOPY(S£E SHEE15 S1-S11) C-D¢ I RFE RF \\ / �. PROPOSED rMOB/LE(9)RRUS TO m I PROPOSED T-MOBILE(18) 7/8'COAX CABLES zaNlNc ' \ BE MOUNTED ON PROPOSED 3 -H < TO BE ROUTED FROM PROPOSED EQUIPMENT DPs PROPOSED T-MOB/LE PPC \ — CDNsm E-2 EQUIPMENT CABINET T'�31 \ \ H-ERIN£, (6)RRUS-11 B4 AND C-4 I CABINET TO PROPOSED ANTENNAS ME (3)RRUS-11 B12(TYP. OF(3) , _H PER SECTOR, (3)SECTORS LOYAL) o II PROJECT NO 544-002 \ 1 ~ a I DRAWN BY BMM EA? RELOCATED OR NEW 0 \ \ o zz F n J CHECKED MPS C36 SHRUBBERY AS REQUIR C> EXISTING 00D \ \ z a I MOINOPOLET OWER �� ` E 1 (TYP. OF(5) TOTAL) \ I l I. \ \ 1 Sr >` ` Jr F POTENTIAL ROUTE OF \5 / —��i \ \ PROPOSED T MOBILE METER N V ®o� UZ\ S �F2O� NATURAL GAS LINE ✓ \ \ ON PROPOSED H-FRAME W E� I JAN 7 2019 FROM MAIN ROAD ` \ O \ \ L \\ m \\ 1 PROPOSED T-MOBILE a I v 1 PROPOSED T-MOBILE 6102 25KW DELTA DC d W C-4 EQUIPMENT CAB/NET o1 C-7 ~ P. Southoldban ` DIESEL GENERATOR o _ � Boar of Tru tee � k;_ J��71 PROPOSED T-MOBILE(18) 7/8'COAX CABLES —� \ ` �1 � a \ o" 70 BE ROUTED FROM PROPOSED EQUIPMENT "`-„ ------"' CABINET TO PROPOSED ANTENNAS \ `ti, `, S a, w PRIVACY SLATS TO BE INSTALLED IN �. 1 r / �. z PROPOSED CHAIN LINK TO MATCH. THIS DOCUMENT 2,3S THE CREATION, \ / \ �r _ I DESIGN,PROPERTY IAND COPYRIGHTED PROPOSED T-MOBILE 14'-0' TALL FENCE ' C-5 EXTENSION(TO MATCH EAISANG fENCE) �,\, I EXISTING FENCED �•,� WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN \ �� I \F4✓ ,• �p I EQUIPMENT COMPOUND CONSENT IS STRICTLY PROHIBITED _ PROPOSED T-MOBILE 14'-0' TALL FENCE� EO(TEN5T0N 10( NOTE'll'DRAWINGS ARE 22°44',USE 1 PROPOSED T-MOBILE!CE BRIDGE \� /-- INSTALLED BELOW DaSANG CARRIERS 3 ` 1 I MAILfl E7Y7ST1NC) GRAPHICAL THE NOTED SCALE TIMES C—5 (70 FOLLOW ENdS77NG ROUTE) SNUMBER: OF THE NOTED SCALE L113882D O ��• EXISTING I SITE NAME: GRAVEL (TYP.) I ORIENT AT&T TOWER 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 1PLATFORM PLAN w 4 _ z �, w COMPOUND PLAN & ELEVATION SCALE: AS NOTED V -- NORTH GRAPHIC SCALE: NOTE' 6' 3' 0 3' 6' SHEET NUMBER BASEMAPPING IS BASED ON AERIAL PHOTOGRAPHY, PROVIDED DRAWINGS BY WFC, 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 = - REPRESENT AN ACTUAL FIELD SURVEY SCALE (22x34): 1" 3'—O" - NOT TO SCALE EXISTING FLAGPOLE PIPE MOUNT -T. o 13mob e o (CONTRACTOR TO VERIFY) ORISU NORTNR-T LLC T AY GREAT RIVERN ISE WNIG11739 GREAT RIVER NY f 1739 `0 w � V �N qq U) N Tom' PROPOSED Z n PROPOSED RF SYSTEM SCHEDULE ANTENNA (TYP.) m<0 ao LL SECTOR ANT. ANTENNA MODEL # VENDOR AZIMUTH M—TILT E—TILT ANTENNA TMA MODEL # RRU MODEL # CABLE CABLE CABLE CABLE CENTERLINE (GROUND MOUNTED) LENGTH QUANTITY DIAMETER TYPE A A-1 APXVFWW12X—C—NA20 RFS 30' 0' 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 04 (GROUND) 11W11 6 -- cWSTYLE 1B TMA (1) RRUS-11 B12 (GROUND) SUBMITTALS DATE DESCRIPTION REVISION (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) us/14/15 FDR PERMIT a B B-1 APXVM12X—C—NA20 RFS 170' 0' 7/7/7 t75' SME 18 TMA (1) RRUS-11 B12 (GROUND) -4/W'* 6 -- cW 12/05/19 REMSW PER PIAR➢RM 12/13/19 REVISED PER PERNR 2 C C-1 APXVFWWI2X—C—NA20 RFS 260' 0' 7/7/7 ±75' (2) GENERIC TWIN (2) RRUS-11 B4 (GROUND) STYLE 1B TMA (1) RRUS-11 B12 (GROUND) -"W' 6 -- cW • CABLE LENGTH DERIVED FROM HORIZONTAL RUN AND VERTICAL RISE WITH 20% BUFFER (CONTRACTOR TO VERIFY PRIOR TO ORDERING) PROPOSED STEEL BAND MOUNTING DEPT DATE APP'D REVISIONS BRACKET (CONTRACTOR TO FIELDRE RF RAN FABRICATE MOUNT AS REQUIRED) (TYP) ZONING Ops CONemRF SCHEDULE (PROPOSED) 2ANTENNA MOUNTING DETAIL SITE SITE AC NOT TO SCALE \I—NOT TO SCALE PROJECT NO 544-002 DRAWN BY BMM CHECKED BY MPS �I EW srEy�' 0 OrTAG ;F TAG) ' fiE i EAL © #1 DESIGN,PRO RTY AND COPYRIGHTEDT IS THE I WORK OF T-MOBILE.ANY DUPLICATION EOR USE WITHOUT EXPRESS WRITTEN �t.rl Tll2 CONSENT IS STRICTLY PROHIBITED. d 1r © p!I � NOTE'IF DRAWINGS ARE 22'x34°,USE RFS MODEL NO.: APXVFWW12X—C—NA20 TOP I ppyy GRAPHICAL SCALE AND/OR 112TIMES RADOME MATERIAL: FIBERGLASS, UV RESISTANT JAN 20�� TAG OF THE NOTED SCALE. RADOME COLOR LIGHT GRAY #1 SITE NUMBER: DIMENSIONS, HxWxD: 46 0"x11 B"x7.9^ �— 1-113882DWEIGHT, W/ SOJtha.d Toy,PRE—MOUNTED BRACKETS 48 LBS � I T TAG SrfE NAME: CONNECTOR. 7-16 DIN FEMALE Boarof T v ee #2 ORIENT AT&T TOWER 40200 MAIN ROAD © ORIENT,NY 11957 METALLIC TAG NOTES SHEET TITLE D n 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END UOF 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 A RF SCHEDULE DEC6� 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES ® 2018 APPROPRIATE FOR CABLE DIAMETER 4. STANDARDIZED METALLIC TAG KITS WILL BE ASSEMBLED WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL SHEET NUMBER QUfl1a(o Town CONFIGURATIONS. Planning Board /MANTENNA DETAIL 4 METALLIC TAG DETAIL C-3 NOT TO SCALE — NOT TO SCALE CABINET WEIGHT(WITHOUT BATTERIES)- 330 KG [728 LBS] ®bo�� MOUNT PER NOTE: ❑ ❑ ❑ ❑ J�1lLIll ❑ CABINET COLOR AS MANUFACTURED: GREY, RAL7035 GLOSSY MANUFACTURERS FOR MORE INFORMATION PERTAINING TO THE -M011L.M..TR CABINET CLEARANCES SPECIFICATIONS TOWER STRUCTURE, REFER TO PASSING 500 SUNRISE NIY 1)39 FRONT- 700mm [-28"] -STRUCTURAL ANALYSIS REPORT; SIDES: 100mm [-4"] COMPLETED BY INFINIGY, DATED 08/01/18. REAR- 20Dmm [-8"] 1300 [51.18"] PROPOSED T-MOBILE EQUIPMENT 77 BE INSTALLED, (TYP. PER SEC7t7R, (3)SEC70RS TOTAL): " • L(1)RFSVFW APXW/1X-C-NA20 L m<0 �). o • (6) 7/8'COAX CABLES Z pF1i�� f1^!lYn L� SUBMITTALS m ® 6� V E 'f F' De/A4/1e oroSR PER.ON REVIGSION n 12/05/19 REVISED PER PIATi9RY 1 M AC 60' 12/13/19 REMSED PER PER.R 2 U0 GAMMA _ 2 � Az— JAN ® 7 2019 SoutholWn EXISTING STEALTH Board of Trustees MONOPOLE TOWER I p_--- ^ DEPT MTE A1111 REVISIONS IIGpry'II I'Ifv^� U RFE RF MM ZONING OPS 41 DEC ® 2018CONSTRSITE AC app c PROJECT NO 544-002 SoutholdTown D BMM Planning Board B MPS ERICSSON RBS 6102 /� 2 PROPOSED ANTENNA ORIENTATION PLAN 1 -- NOT TO SCALE - , � NORTH - NOT TO SCALE S KNUCKLE MOUNT ERICSSON MODEL : RRUS 11 NOTE: LED SPOTLIGHTROPOSED 15WORTAPPROVED EQUAL POLE HEIGHT SHALL BE NO GREATER THAN FOUR (TO BE DARK SKY COMPLIANT) PIPE CAP r= COLOR' GRAY TIMES THE DISTANCE TO THE PROPERTY UNE AND m ( E a � MAXIMUM LUMEN LEVELS PERMITTED FOR DIFFERENT MOGUL SOCKET MOUNTING _nom a�u DIMENSIONS, HxWxO- 19.7"x17"x7 2" FIXTURE HEIGHTS ARE AS FOLLOWS: . C (500 x 431 x 182 mm) . 6' 500-1000 LUMENS o� 0"1096 • 8' 600-1600 LUMENS Q P� WEIGHT: 50.71 LBS (23 kg) . 10' 1000-2000 LUMENS MANUFACTURER'S CABLE OR OTHER CABLE NOTE: SSI�N 12' 1600-2400 LUMENS SUITABLE FOR EXTENDED SUNLIGHT EXPOSURE PROPOSED SITE EQUIPMENT LIGHTS TO BE COMPUANT WITH DARK SKY LAW AND PRO �ONALSEAL RRUS-11 • 16' 2400-6000 LUMENS LOCAL MUNICIPAL ORDINANCES METALLIC CABLE TERMINATION FITTING 3" STD. STEEL POST THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED MOUNT PER WEATHER PROOF 60 MIN. MANUFACTURERS SPECIFICATIONS � ROTARY TIMER LIGHT SWITCH � NOTE.IF DRAWINGS ARE 22'x34',USE GRAPHICAL SCALE ANDIOR 112 TIMES 3/4" RGS CONDUIT FOR (3) OF THE NOTED SCALE. TOP #12 AWG ELECTRICAL RUN SITE NUMBER: L113882D #2 AWG BARE SOLID TINNED N w 9 SITE NAME: ®fff COPPER WIRE TO GROUND RING \ \ 1-1/2" ORIENTATBTTOWER o 40200 MAIN ROAD EXOTHERMIC WELDORIENT,NY 11957 0 0 3/16" TYP _ 3" STD. SCH. 40 SHEET TfTLE TO NEW PPC CABINET A � GALV STEEL POST (4) 1/2" THRU BOLT EQUIPMENT 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.) m o 13 ° mobue 24" GRIP SPAN ICE BRIDGE KIT / ❑�❑ r--Bone NB-14FAST MG WITH Z-BRACKET TRAPEZE BY 3E66SUNRISE HIGHWAY GREATRINER NY11Td6 f SITE PRO 1, INC. (P/N 1B24D/B) / CABLE HANGER BRACKET (SUPPLIED WITH KIT) vvvv ADD 1" SCH 80 OR LIQUID TIGHT d�, (AG) CONDUIT LOADED W/ CATS t g ANTENNA CABLES ALARM CABLE z Ll� CADWELD (TYP) ICE BRIDGE SUPPORT DC DIESEL GENERATOR ma0 POST (SUPPLIED WITH KIT, CONTRACTOR TO VERIFY DC Z HEIGHT REQUIRED PRIOR TO ORDERING) Z I NSTALL 2-1/2" SCH BO OR LIQUID SUBMITTALS TIGHT AG CONDUIT W 2 4 0 EXISTING T-MOBILE DATE DESCRIPTIONSUBMITTALS REVISION #3 TIES ®18" O.C. ( ) / ( ) / EQUIPMENT BTS CABINET o TELCOFLEX CABLE 06/14/16 MR PERMIT D 1 3" MIN. COVER (TMP.) EXISTING GROUND RING OR i EXISTING GROUND BAR 2/06/1e pENSEO PER PU F9RY ! (GC TO FIELD VERIFY LOCATION) EXISTING T-MOBILE PPC 11/17/16 REMISED PER POW 3 { (4) #4 EQ. SPACED GROUND RING 1 1'-6" CONCRETE PIER ! EXOTHERMIC GROUND CONNECTION TO MECHANICAL GROUND CONNECTION TO GENERATOR GROUND EXISTING GROUND RING OR 2" SCH. BO OR LIQUID TIGHT . MECHANICAL GROUND CONNECTION TO CONDUIT (AG) CONDUIT NOTES (FOR FUTURE POWER) 1. USE SITE PRO PARTS OR APPROVED EQUIVALENT. 1" SCH. 80 OR LIQUID TIGHT DEPT DATE MP'D REVISIONSRIFE 2 SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES mm CONDUIT (AG) CONDUIT RP vnN OF ICE BRIDGE SPACED NO MORE THAN 6'-0 NO EXOTHERMIC WELD ON ROOFTOPS (FOR SIGNALING) ZONING DPS 3 ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE 1" SCH. 80 OR LIQUID TIGHT CONSTR. SHALL BE LOCATED WITHIN 2'-0" OF A SUPPORT POST. CONDUIT (AG) CONDUIT SITE W_ GROUNDING SYMBOLS (FOR GENERATOR BRANCH CIRCUITS) PROJECT NO 544-002 DRAWN BY BMM 1 ICE BRIDGE DETAIL ■ COMPRESSION TYPE CONNECTION 2 ONE LINE DIAGRAM CHE MPs -- NOT TO SCALE • EXOTHERMIC WELD TYPE CONNECTION -- NOT TO SCALE GATE OPENING VARIES CONTRACTOR TO MATCH EXISTING PRIVACY SLATS TO BE INSTALLED IN 3'-0- (MIN) (10'-0" MAX) CHAIN LINK FENCE SIZE AND TYPE PROPOSED CHAIN LINK TO MATCH. LO� STRUCTURAL NOTES, 71 L C_ ' 1. SPECIFICATIONS / CODES- 1-1/4- ODES 1-1/4" GATE FRAME 1-1/4" TOP RAIL -CONCRETE WORK SHALL BE PERFORMED IN C� I I.I IIIII I4/A I I I I I 11 ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. �✓� p�I oc) ) 2"x2" - 9 GA 2-1/2" GATE POST 2-1/2" CORNER POST, 2" -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE F I INICI I TAI I TIC I yy FOR INTERMEDIATE POSTS WITH AISC STEEL CONSTRUCTION MANUAL, £E.s�I I I I U 11 1 1 1 H 1 9tH EDITION. P I L Ln HEAVY-DUTY GALV. BRAIDED COPPER -WELDING SHALL BE PERFORMED IN ACCORDANCE �j w GROUND STRAP LOCKABLE, SINGLE GATE T ' WITH AMERICAN WELDING SOCIETY (AWS) Dl 1-92 _ (SEE GROUNDING SPECS LATCH THIS DOCUMENT IS THE CREATION, I I I I DIAM I I I F I I I I I I "STRUCTURAL WELDING" CODE-STEEL. *a lI I I I I I S I 3/B" DIAM TRUSS ROD WITH 3/16" x 3/4" STRETCHER -REINFORCING STEEL SHALL BE PLACED IN DESIGN,PROPERTYANDCOPYRIGHTED BAR AT CORNER AND TOP BRACE RAIL WORK OFT•MOBILE ANY DUPLICATION 1/2" CROWN TURNBUCKLE AT GATE ONLY ACCORDANCE WITH THE CONCRETE REINFORCING o OR USE WITHOUT EXPRESS WRITTEN FOR DRAINAGE I I I I I �J I I I GATE POSTS NII I`II STEEL INSTITUTE (CRSI), OR OF STANDARD CONSENT ISSTRICTLY PROHIBITED PRACTICE" 2. MATERIALS. #7 GA. TENSION WIRE, STRETCHER BAR -CONCRETE fc' - 3000psi. MIN U.N.O. NOTE:IF DRAWINGS ARE 22-44,USE 1 11 CONTINUOUS P ( ) -REINFORCING STEEL: ASTM A615, GRADE 60 GRAPHICAL SCALE AND/OR 112 TIMES _ -WIRE MESH ASTM A185. OFTHE NOTED SCALE. Tom— -I I DIAGONAL ROD w / -STRUCTURAL STEEL• ASTM A36 -I �" -' _ — SITE NUMBER: I .II IIS I STEEL TURNBUCKLE -ELECTRODES FOR WELDING: E 70xx. LI13882D LEDGE �L 0 -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 f < 1 (SHAPES, PLATES). SITE NAME: BOTTOM TENSION WIRE -EXPANSION BOLTS. HILTI KWIK BOLT II, STAINLESS ORIENT AT&T TOWER STEEL, 3/4"Ox43/4" EMBEDMENT OR AN APPROVED a X,FINISH GRADE EQUAL ORIEN00 T,NYAIN 11957 9A577 ALTERNATE FOOTING IN I�I fes\ .�\� ��\ ` < -- --- SHEET TITLE LEDGE (SEE NOTE 1) " IIvU" NO GAP BETWEEN I �. 1" GAP BETWEEN FINISH FINISH GRADE AND M \!, \ 2" MAX CLEARANCE FROM I EQUIPMENT GRADE AND BOTTOM OF FENCE FABRIC %/i FENCE TO GRADE SPECIFICATIONS �1� F� DEC 2 0 2018 12" DIAM. CONCRETE FOOTING IN SOIL FOR NOTE: PFC ='GATE AND CORNER POSTS. 10" DIAM. FOR CONTRACTOR TO MATCH EXISTING Soutnoid Tovin SHEET NUMBER NOTE: INTERMEDIATE POSTS PlanninPRIVACY SLATS TO BE INSTALLED CHAIN LINK FENCE SIZE AND TYPE 7 2019 9 Board IN PROPOSED CHAIN LINK 3 4' SWING GATE 4 CHAIN LINK FENCE DETAIL C-5 NOT TO SCALE - SCALE: N.T.S I Board of Tr e vTN 11115���� O OMobnolteE3 NOTE' r IULENOWHewTLLC FINAL TERMINATION PER 35MSUNRISE NIY 39 LOCAL FUEL PROVIDER GREAT WARNING TAPE MATCH EXISTING WITH TRACE WIRE FINISH GRADE L N d EXISTING COMPACT Is FINISH GRADNATIVE BACKFILL Z I E Z tt (907 COMPACTION) 120° m< 0 200 1200 Z m o 180° 180° WIND f f WIND 00 SUBMITTALS UNDISTURBED FOR TREES ON 4:1 OR STEEPER DATE I DESCRIPTION REVISION NATIVE SOIL WIND f f WIND 0!/74/IB FUR PERMIT 0 SLOPES, PLACE 2 GUYS UPSLOPE, @/oB/IB R.SEO PER PIATEORM I COMPACTED SAND ONE DOWNSLOPE, OTHERWISE I3/I3/I8 REVISED PER PFAIIIT z NEW 3/4" PE COVER (12' MIN.) GUYING PATTERN PLACE FOR PREVAILING WIND FLEX LPG PIPING—/ 18" (MIN) \\-COMPACTED 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 DEP. DATE APPD RLVISONS DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED RFE WOOD. DO NOT PRUNE RF MAN • FLUSH TO BRANCH. LEAVE zOCNPS SLIGHT STUB CONSTR. SITE AC emLP GAS PE PIPE TRENCH STANDARD WATERPROOF TREE WRAP 12 GA. GALV. STEEL GUY WIRE, PROJECT NO 544002 (DECIDUOUS TREES ONLY) TO �e ATTACH TO 24" MIN. STEELDRAWN BY BMM -- SCALE: AS NOTED 2ND BRANCH T—POST OR REBAR STAKE, 3 PER CHECKED MPS TREE, DO NOT PULL TAUT 3" OR WIDER NYLON WEBBING W/ METAL GROMMETS • o FLEX—PIPE BARK PROTECTOR S. Sr��r b. 12 GA. GALV STEEL WIRE, SET ROOTBALL 2"-4" ABOVE FINAL GRADE, DO NOT PULL TAUT + o a REMOVE ENTIRE WIRE BASKET AND • o BURLAP FROM TOP 1/S)F ROOTBALL AND ANY TWINE OR WIRE 7 i 6' LONG STAKES, 2" x 2" OR 2 E WHITE PVC AROUND WIRE TO MARK DIAM. WOOD, OR STEEL T—POSTS, AND PREVENT PEOPLE FROM `"Q TWO PER TREE (DECIDUOUS TREES) TRIPPING OVER WIRE. A 0,'710910 ,��g� �✓ / SPECIFIED BACKFILL 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 NOTE:IF DRAWINGS ARE 1,USE GRAPHICAL SCALE AND OR 1M TIMES •\ / i OF THE NOTED SCALE E C _' SITE NUMBER: 6" MIN. 1�2 ROOTBALL 11 1�, L113882D ROOTBALL ROOTBALL SITE NAME: i RLAP WER FROMVTOP UHALF OF BALL DIA. DIA. JAN e 7 2019 O40200MAIN ROAD DECIDUOUS AND EVERGREEN ORIENT,PLANTING SOIL-3 PARTS TOPSOIL - 1 PART PEATMOSS BY VOLUME TREE PLANTING AND GUYING DETAIL aTnurn (GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER SHEET TfTLE AND CONIFEROUS TREES OVER 4' HT.) a of t s NOT TO SCALE APU SCHEMATIC DEC 2 0 2018 A DETAILS TYPICAL SHRUB PLANTING DETAIL /MTREE STAKING AND GUYING DETAIL Southold Town SHEET NUMBER SCALE: AS NOTED -- NOT TO SCALE Planning Board C-6 NOTE. 13 E3 -mcb e 13 SIGNS MOUNTED ON GENERATOR ENCLOSURE/DOOR (AS T-NO NEE N—WHIST uc X500 SUNRISE RIGMWAV APPLICABLE) -W—ER NV11M 1 DANGER - FLAMMABLE - NO MATCHES OR OPEN LIGHTS 2 DANGER - THIS EQUIPMENT STARTS AUTOMATICALLY 82.67" 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 x o EXCEED 90% FULL 6. NOTICE - FUELING COMPANY: REFUELING A RUNNING GENERATOR MUST BE DONE AT 50% OF NORMAL FILL z m g RATE Z d tt 7 NFPA DIAMOND FOR "DIESEL" (OR OTHER FUEL AS a 8 9 APPROPRIATE) M¢ . 0 B. NFPA DIAMOND FOR "BATTERIES" Z o 3' WORKING CLEARANCE AT ACCESS POINT in M NOTE- SIGNS MOUNTED ON SWITCH, CONTROL, LAN OR TELCO DOORS SUBMITTALS (AS APPLICABLE) DATE DESCRIPTION REVISION 1. NOTICE - AUTHORIZED PERSONNEL ONLY wivie PGR PERRIr D 2. CAUTION - ROOM PROTECTED BY CLEAN AGENT FIRE 12/05/13 REED PER PUTFORII EXTINGUISHING SYSTEM - DO NOT ENTER AREA DURING 12/13/1e REVISED PER PERYO x OR AFTER DISCHARGE (OR SIMILAR MESSAGE FROM GASEOUS FIRE SUPPRESSION VENDOR) w 3 NFPA DIAMOND FOR "BATTERIES" (ONE SHOULD ALSO BE U PLACED AT FACILITY'S FRONT DOOR) z� <z Q o w tl J U N (,w Z U Y< K O H DEPT BATE RPP'D RENSIONS < RFE cV RF NAF! ZONING OPS CONSTR SITE AC PROJECT NO 544-002 DRAWN BY BMM CHE L(EB MPS ACCESS POINT FOR• ACCESS POINT FOR' ACCESS POINT FOR. L ALTERNATOR ENGINE GENERATOR CONTROLLER r E C BATTERY OIL FILTER WEB CONTROLLER C-) AIR FILTER 0 Q RADIATOR GEOTAB MODULE Q MUFFLER SET RECTIFIERS X710 PDU BOX Q I= 0 0 FUEL LEVEL 0 AR� rr`. OIL PRESSURE N C�SEAL COOLANT TEMP J ENGINE SPEED THIS DOCUMENT IS THE CREATION, LLT DESIGN,PROPERTY AND COPYRIGHTED p WORK OF T•MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN N O CD Elf- 1 ` r iu I 1 CONSENT IS STRICTLY PROHIBITED. O O 1 4 L I` ! NOTE IF DRAWINGS ARE 22X34,USE GRAPHICAL SCALE ANDIOR 12 TIMES IOF THE NOTED SCALE JAN e 7 2019 SITE NUMBER: rn 220 GALLON FUEL TANK L113882D r- N Southold Town SITE NAME: ORIENT AT&T TOWER Board of Trustees 40200 MAIN ROAD ORIENT,NY 11957 DELTA 25kW DC DIESEL GENSET SHEET TM-E W/ 220 GALLON TANK AND INTEGRAL RECTIFIERS 25kW ® 75% LOAD: 120HRS j D E c E !J GENERATOR DC OUTPUT: 52VDC ® 100% LOAD DETAILS WEIGHT: 291OLBs (W/O FUEL) UL RATING: UL2200/UL142 DEC 2 0 2018 ACOUSTIC RATING: <75dBA ® 23' 1 GENERATOR DETAIL SHEE7 NUMBER 07 NOT TO SCALE Southold IOWn Planning Board C.7 CODED DRAWING NOTES: ABBREVIATIONS ELECTRICAL SYMBOLS GENERAL ELECTRICAL NOTES: 132 o -mob fl rl T-MOBILE 6102 EQUIPMENT CABINET. CIGBE COAX ISOLATED GROUND BAR EXTERNAL RECEPTACLE 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE T_SU SE GI— AY SST SELF SUPPORTING TOWER BURIED POWER CODNUIT LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND GREATRINER W11M Q 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 00 3Q FOR NEW EQUIPMENT CABINET. SEE ONE LINE DIAGRAM FOR CONDUIT DWG DRAWING UNLESS OTHERWISE INDICATED CONDUITS EXPOSED ABOVE AND FEEDER SIZE CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE. BCW BARE COPPER WIRE © ELECTRICAL METER 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 EXISTING BFG BELOW FINISH GRADE ® INDICATES CODED NUMBER RIGID ABOVE GRADE PROVIDE 36" SEPARATION BETWEEN 4� FIBER DEMARC TO PROPOSED PPC CABINET. (PENDING COORDINATION W/ WITH UNDERGROUND POWER AND TELEPHONE CONDUITS SUPPLY } WITH FIBER PROVIDER) PVC POLYVINYL CHLORIDE ❑1 SAFETY SWITCH UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG 7 TSN CAB CABINET ENTIRE LENGTH OF UNDERGROUND CONDUITS ma o PROVIDE (2) 2" PVC CONDUITS FROM PROPOSED 200AMP PANEL TO C CONDUIT 0 UTILITY POLE 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN 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 Q ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC.TO EXISTING UTILITY BACKBOARD (PENDING COORDINATION WITH RGS RIGID GALVANIZED STEEL 4. 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 08/14/15 FGR PERMIT o IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND 7Q T-MOBILE 200AMP PANEL. (1) 2'SCH 40 PVC CONDUIT WITH (3) ENGINEER IMMEDIATELY 12/05/1R REVISM PER PLATFORM 1 3/0 & (1) #2 GND CONTRACTOR TO VERIFY CONDUIT AND WIRE SIZE 1z/"/Is REVISED PEA PERMIT z PROPOSED APU (GENERATOR) Q 6 ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF CAPS NOT DUCT TAPE PROPOSED 1" LIQUID TiGHT CONDUIT W/ CATS ALARM CABLE & NEW 7, PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE 9 AND POWER CONDUIT 2" LIQUID TiGHT CONDUIT W/2/0 TELCOFLEX CABLE PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC 10 PROPOSED (18) COAX CABLES ROUTED FROM PROPOSED 6102 i UTILITY REQUIREMENTS CABINET TO PROPOSED PANEL ANTENNAS i i DEPT MTE APP'O REVISIONS RF MAN 2 I . --- `. . t ZONPIC OPS t • ' —_--�---_ _----- OONSRI j I Ills STM Ac. \ Lr I 4 I t PROJECT NO 544-002 DRAWN BY BMM /l/ I o o l 1 I QF o ; 1 i P r , sr r 1 i / �F 1 1 � . Ly pROFE 10 t i l 3 5 I A AL SEAL t 11 7 I t THIS DOCUMENT IS THE CREATION, L ------- �, I i DESIGN,PROPERTY AND COPYRIGHTED t I I --T , i WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN �'� CONSENT IS STRICTLY PROHIBITED. K.9 t t I I i NOTE:IF DRAWINGS ARE 22x34',USE GRAPHICAL SCALE ANDIOR 112 TIMES v OF THE NOTED SCALE. JAN 7 2019 srrE NUMBER: L113882D Sout ORIENT AT&T TOWER holdTown s� NAME Board of Trustees _ __ -" ���'iIIIII •; MAIN ROAD Pb-�; ORIE ORIENT,NY 11957 ! i SHEET TiTLE D I _ h,^ E c E �p E PLAN ELECTRICAL SITE DEC 2 0 2018]01 LfSHEET NUMBER /'l- ELECTRICAL SITE PLAN Sout; El Omobue GROUND CONNECTOR — UL Y�-SUNILE RISEHIGMAu ` LISTED SEE NOTE 2 BELOW NOTE- GREATRNER NY 11T9 (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) r DIA EPDXY ANCHOR BOLTS 6" WIDE YELLOW WARNING TAPE INSTALLED ONTO TRANSFER PER UNISTRUT. CONTRACTOR TO MOUNT PPC CABINET TO WITH BLACK LETTER. TAPE TO co GRADE SWITCH AT GROUND LEVEL UNISTRUT MEMBER PER MANUFACTURER RECCOMENDATIONS READ: CAUTION ELECTRIC LINE iu BURIED BELOW. ^ MATCH EXISTING GRADE PVC SCHEDULE 40 I' ' ' ,i O ' z Z.m SIZE AS SHOWN I I I FRONT AC Z m i ON LAYOUTS y , , ENCLOSURE ________ _ g" l 11 0 II IEJ 1 "_' -I I I Z h , , o ____-_____ _ [ FRONT TELCO n 5— GAJ II ENCLOSURE ' PRIMARY BREAKER RIGID STEEL CONDUIT I ASSEMBLY II I I III—III — RIGID STEEL TO i AC POWER ' ' ' ' ' — I III COMPACTED SUBMITTALS �i , TELCO ���� � � BACKFILL DATE DESCRIPTION RETS—IDN ADAPTER I ENnCI ENCLOSURE I II I I �I I I 118/14/111118/14/111118/14/111G� �, FOR PERYIf a OLO2RE 12/11!/,11 REASEU PER PIIkVOW 1 PEA P ,2�,a NOTES12/13/10 RIS EVED FAYR 2 1 I I 1i TELCO CONDUIT 5-1/4' — ( I I5I-1/4p 2" PVC POWER CONDUIT 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL. I;I 0000000 ; Q Q 1I'' ; 17-1/4 2. ALL NEW STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN C-------- --------� L �__� 6-3/4' 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 DEM DATE APP'D RMONS 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 TAPE. 2. AC POWER ENCLOSURE. 200 AMP, 208/12OV, 30, 3W W/ GROUND. 200A/2P MAIN CIRCUIT BREAKER WITH UTILITY COMPANY. RF MAN ZONING 5. PROVIDE 20OLB. TEST PULL WIRES IN EACH TELEPHONE AND 3. ALL EQUIPMENT SHALL BE GROUNDED PER LATEST EDITION OF NEC AND AS INDICATED. GPS POWER CONDUIT. STUB CONDUITS INTO ENCLOSURE AND LABEL. 4. ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0' FROM ANY STRUCTURE AND AS REQUIRED BY LOCAL CONSDI UTILITY COMPANIES AND AHJ. SITE AD' 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. DRAW J= BMM MPS 1 UNDERGROUND CONDUIT STUB—UP 2 PPC DETAIL �� emCONDUIT TRENCH DETAIL ,� S -- SCALE: NOT TO SCALE -- NOT TO SCALE -- SCALE: NOT TO SCALE F w1 CONTRACTOR NOTE r r w . CONTRACTOR TO VERIFY THAT THE CONDUITS C) C It _ AND WIRE SIZES ARE ADEQUATE FOR THE PROPOSE LOADING IN ACCORDANCE WITH NEC TO IXISiING SERVICE AND INCLUDE ELECTRICAL UPGRADES IN THE F��07109 I_________________________________________ SCOPE OF WORK AS REQUIRED. ° �p �o 200A-2P (3) #4 do (1) #813 PR9 AL SEAL PROPOSED ELECTRIC METER— IN 1-1/4' CONDUIT THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T•MOSILE ANY DUPLICATION I OR USE WITHOUT EXPRESS WRITTEN PROPOSED MAIN BREAKER I CONSENT IS STRICTLY PROHIBITED I � NOTE:IF DRAWINGS ARE 22744',USE i GRAPHICAL SCALE AND/OR 112 TIMES MANUAL TRANSFER SWITCHI 80A-2P i PROPOSED 1 OF THE NOTED SCALE. 6102 J A N o 7 2019 SITE NUMBER: CABINET L113882D GENERATOR RECEPTACLE SITE NAME' Southold Town ORIENT AT&T TOWER Board of Trustees 40200 MAIN ROAD ORIENT,NY 11957 I PROPOSED 200A PANEL —'-------------------- ------------------------ —� SHEET TITLE SERVICE GROUND PER NEC — PROPOSED 80A-2P BREAKER, c X117 ELECTRICAL SEE CONTRACTOR NOTE U DETAILS DEC 2 0' 2018 NOTE SHEET NUMBER INFINIGY HAS NOT CONDUCTED AN ELECTRICAL LOAD STUDY _ FOR THIS SITE. CONTRACTOR IS TO VERIFY EXISTING 4 POWER DIAGRAM -Southold Town E-2 ELECTRICAL LOADING PRIOR TO CONSTRUCTION TO ENSURE — SCALE: NOT TO SCALE Plamm� B EXISTING INCOMING SERVICE CAPACITY. ALL ELECTRICAL 9 Oa INSTALLATION IS TO COMPLY WITH NEC, ADOPTED VERSION. T o om®lbfle UNRISE r-rogue Nsr ue 3500 SSE HHIGIGHWAY '` G0.`EAT'1RNER,NY 11)19 `00 Y�q^n N Z Z m W� A N�35 ma0 m O -7 - SUBMITTALS SUBMITTALS DATE DESCRIPTION REVISION OB/14/18 FOR PERMG 12/.3/10 REVISED PER PUTFORM 1 12/13/iB REVISED PER PERMR 2 DEPT DATE APP'D REVISIONS RFE RF MAN ZONING OPS CONSTR SITE AC PROJECT NO 544-002 DRAWN BY BMM CH MPS s � S CONTRACTOR TO VERIFY LATEST PLUMBING DIAGRAM WITH FINAL T MOBILE RFDS cu 0\ 1096 EAL THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED 15 NOTE:IF DRAWINGS ARE 225(34',USE JFD GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE SNUMBER: JA N e 7 2019 L113882D SITE NAME: ORIENT AT&T TOWER Soul aid Town 40200 MAIN ROAD Qoard of Trustees ORIENT,NY 11957 SHEET TITLE I n c� � � E PLUM IB ER PLUMBING DIAGRAM DEC 2 0 2018 ' SHEET NUMBER OAX/FIBER PLUMBING DIAGRAM Southold Town �INOT To SCALE Planning Board E-3 CODED DRAWING NOTES GROUNDING SYMBOLS o o ®bfleo QPROPOSED T-MOBILE EQUIPMENT CABINETS TO 15 BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. ® GROUND ROD T�3500 SUNRISE HIGHWAYLLC BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. MR) � GRENTRNER NY-9 QPROPOSED MAIN GROUND BAR, NEAR PROPOSED EQUIPMENT. 1 s BOND PROPOSED ICE CANOPY TO EXISTING COMPOUND GROUND RING. ❑ ACCESS WELL ® GROUND ROD WITH ACCESS PROPOSED #4 SOLID TINNED BCW BURIED GROUND RING ■ COMPRESSION TYPE CONNECTION x m QPROPOSED SECONDARY GROUND BAR, AT BASE OF TOWER. (TYP.) • EXOTHERMIC WELD TYPE CONNECTION N$g 4 —G — #2/0 BTS COPPER CONDUCTOR z 5 BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR BURIED GROUND CABLE Z E1. tt �a8S ® INDICATES CODED NOTE ¢o s BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING o WITH PROPOSED #2/0 SOLID TINNED BCW (TYP OF (2) PLACES) �j BOND PROPOSED EQUIPMENT PLATFORM TO PROPOSED GROUND RING WITH #2/0 SOLID TINNED BCW (TYP). 2 3 G-3 SUBMITTALS 8 BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING G-3 on1E DESCRIPTION REVISION WITH #2/0 SOLID TINNED BCW (TYP. OF (2) PLACES) 12 8 1 08/14/181 NR PM G 12/09/19 REVISED PER Pu1PGRY 1 BOND PROPOSED GROUND RING TO COMPOUND GROUND 10 12/13/19 REVISED PER POW 2 SYSTEM WITH #2/0 SOLID TINNED BCW (TIP OF (2) PLACES). BOND 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 /� � ^? 12 BOND PROPOSED PPC CABINET PER MANU. SPECS ! o o O co 11 o r ! I _ 13 NOT USED j �II I h j = 3EEP. DATE APP'o REVISIONS r p I LC 2 ® 2 018 RF MAN 14 BOND PROPOSED RRUS PER MANUFACTURER'S SPECS 7 ZONING I�� � I I! yl„ ovs ! r f Southold Town GGN�' GENERAL GROUNDING NOTES: 5 Planning BoaSITE rd !/ IPROJECT NO 544-002 1 TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS. /` ao o , , DRAWN BY BMM - #2/0 BARE TINNED SOLID COPPER CONDUCTOR- EXOTHERMIC WELD 4 ! i� Sk — — — — — 1 CH MPS TO RODS OR GROUND RING ° ! _ 1 f - LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, 4 0 0 ! L_ - 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 CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL 1I - _ ____-- _ i r 1 HARDWARE THROUGHOUT. s 3 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN ! NY lJ` 15r 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO is Gs METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS LD AN 3 CONDUCT MEGGERNTE T PRORLTOSBURAL.XO MAXIMUM 5EOHMSD \ 11 14 RESISTANCE IS REQUIRED 9 9 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA. THIS DOCUMENT IS THE CREATION, 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE DESIGN,PROPERTY AND COPYRIGHTED WORK OFT•MOBILE ANY DUPLICATION AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM B" RADIUS AND OR USE WITHOUT EXPRESS WRITTEN NO GREATER THAN 90 DEGREES. CONSENT IS STRICTLY PROHIBITED BOND ANTENNAS&PIPE MOUNTS 6 ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, TO SECTOR GROUND BAR PER MANUFACTURERSNOTE.IF DRAWINGS ARE22W,USESPECIFTCAAONS EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. GRAPHICAL SCALE AND/OR 1/2 TIMES 7 BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS DO NOT (� OF EACH SECTOR) OF THE NOTED SCALE EXOTHERMICALLY WELD TO CONDUITS. , /'l- GROUNDING SITE PLAN SITE NUMBER: 8. 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 SECTOR GROUND 40200 MAIN ROAD 15'-0-). BAR(W. OF EACH SECTOR) ORIENT,NY 11957 10, BOND CIGBE TO EXTERNAL GROUND RING WITH 2 RUNS OF #2 BARE, 1�,_,a E 11/ Ems- SHEET TnlE TINNED, SOLID COPPER CONDUCTOR IN PVC CONNECT BAR END WITH 2 U GROUNDING 8c BAR HOLE LUG, AND "CADWELD" THE OTHER END TO THE EXTERNAL GROUND BOND THAs 70 SECTOR GROUND�l,�'- PER MANUFACTURERS SP ROUND ONS BAR ROD. 1 (TYP. OF EACH SECTOR) POWER 11 THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF i JAN - 7 2019 DIAGRAMS THE TOWER PRIOR TO THE COAX BEND 2 ANTENNA GROUNDING PLAN SHEET NUMBER 12 BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE Southold To,+m SCALE- NOT TO SCALE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING DOar 0 TrusteeMEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.0 ARTICLE G�1 250-30 5 2 S/S NUT o 4 m HEAT SHRINK T ❑ ❑mobue❑ S/S BELLEMLLE (CLEAR) -BILE N°RTNfJVTUX 3/4 ° WASHER 1" 3530SUNRISE HIGHWAY 7/16" 0 0 0 GREAT RIVER NY 11- 2" ° o u ° u — MIN. 1/4" 3 D ° 010 0 ° ° MIN. 000" O 0 0 0 1 S/S FLAT WASHER ABE 1" a Yp gn'm LEGENDPH COPPER BUSS o �Z 1. TINNED COPPER GROUND BAR, 1/4"x4"x20", NEWTON INSTRUMENT CO, HARGER TGB114420M, OR TeG EQUIVALENT. HOLE CENTERS TO MATCH S/S FLAT WASHER Z .tt 2 NEMA DOUBLE LUG CONFIGURATION. 3NO NOT a 8 g 3. INSULATORS, NEWTON INSTRUMENT CO. CAT. NO 3061-4 OR HARGER EQUIVALENT. S/S BOLT (1 OF 2) DISCONNECT I..L o`-"" 4. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO 3015-8 OR EQUIVALENT. NOTE- 6 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 NOTE' TREATED WITH T&B KOPR-SHIELD CP8 ANTI-OXIDATION "DO NOT DISCONNECT" TAG ON ALL GROUND BAR 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6", 12", 18", ETC GROUND BARS. COMPOUND. SUBMITTALS 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO. CAT. NO 2106060010 OR AS INTERCONNECTS once DBMITT]N REV SIGN HARGER TGBI14420M. 08/14/18 FOR PERVR 0 11/125/18 REIASM PER PIAMU 1 1 GROUND BAR 4 EQUIPMENT GROUND CONNECTION 12/10/18 REVISED PER PERNR z SCALE- NOT TO SCALE — SCALE- NOT TO SCALE TIN COATED - SOLID F900 ENN REQUIREDJUMPER HEN COPPER BUSS BAR S/S FLAT WASHER (TYP.) P 7/8"0 ANDLARGER (TYP.) 2 HOLE, LONG BARREL TINNED S/S BOLT(TYP) SOLID COPPER LUG (TYP) NOTE. MINIMUM OF WEATHERPROOFING DEPT DATE AWD REVISIONS 3 THREADS TO BE KIT, ANDREW #221213 RFE VISIBLE (TIP.) (TYP) RF ZOMNGNC DPS CONSTR SRT AC STANDARD ANDREW GROUND KIT (TYP.). SEE NOTE PROJECT NO. 544-002 S/S FLAT WASHER (TYP.) DRAWN BY BMM ANTENNA CABLE (TYP.) CHECKED BY MPS LI 11 S/S Nur (T)P.) Y/d N IV L S/S SPLIT WASHER (TYP) NOTE: DO NOT INSTALL CABLE GROUND / T6 V o #6 AWG KIT AT A BEND ALWAYS DIRECT G �iUy GROUND WIRE DOWN TO CIGBE p CHERRY INSULATOR T _ � INSTALLED IF REQUIRED Tw GROUND BAR t / NOTE. (CONTRACTOR f� 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 BAR AS RRI PRIOR TO MATING AND BOLTING. APPROPRIATE 2 GROUND LUGCONNECTION OF GROUND WIRES TO GROUNDING BARS ® ANTENNAS THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED -- SCALE: NOT TO SCALE — SCALE• NOT TO SCALE WORK OFT-MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED #5 AWG FROM ANTENNA CABLE GROUND KITNOTE.IF DRAWINGS ARE 22°x34',USE �1T i I L)() I f� GRAPHICAL SCALE AND/OR 12 TIMES EQUIPMENT 12" APPROX. 2" g" OF THE NOTED SCALE 2 1/2" 0 MAX. � ii GROUND BAR W BE ANTENNA u JAN e 7 2019 LD) 113882D MOUNTED ON WALL OR CABLE ------- - --- -- ON ANTENNA TOWER 1 SfTE NAME: CABLEWAVE I ORIENTAT&TTOWER PBE WEATHERPROOFING KIT LCABLEGROUND KIT 40200 MAIN ROAD Southold Town ORIENT,NY 11957 2 AWG STRANDED COPPER GROUND Bard of Trustees WIRE (GROUNDED TO GROUND BAR) SHEET TITLE (STANDARD CABLEWAVE GROUNDING KIT) TINNED, SOLID COPPER __ _BUSS BAR, HARGER + �n GROUNDING TGB1BAR1OR20M GROUND EEQUIVALENT LUG, TO TO ANTENNA CABLE D ECHUTO CONNECTDETAILS D SYSTEM NOTE: NOTE- DO NOT INSTALL CABLE GROUND KIT AT A BEND AND DEC 2 0 2018 CONTRACTOR TO UTILIZE KORP-SHIELD (THOMAS & BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. SHEET NUMBER OR EQUIVALENT ON ALL LUG CONNECTIONS Southold Town G�2 3 ANTENNA GROUND BAR g CABLE GROUND KIT CONNECTION Planning Board SCALE: NOT TO SCALE — SCALE- NOT TO SCALE o om®bne- !I T-H"HILE NORTHILRT LLC I GRMT WER NY11 AY GREAT RNEft NY 11159 TYPE vs TYPE TA TYPE HS TYPE SS IYPE PT NOTE ERILO CADWEID"HOLD TYPES'SHOWN HERE ARE D MPLES CONSULT EC o m m WRH PROJECT MANAGER FOR SPIFlC MOLDS TO BE USED FOR THIS PROJECT pp Z Z QE m T�� OO 3 � TYPE 2-YA-2 m O m Z � TYPE CT TYPE HS TYPE xA TME VS TYPE YA-2 SUBMITTALS DATE DESCRIPTION REVISION /MEQUIPMENT GROUND CONNECTIONS 4 DETAIL NOT USED 12/1./19 NITER PLA 14/0!/i! REVISD)PEA PLATFORM 1 -- SCALE NOT TO SCALE — SCALE. NOT TO SCALE 72/13/18 REVISm PER PERMIT 2 COILED GROUND WIRE REMOVABLE COVER FOR TESTING FINISHED GRADE w =III=III=III=11 11=III=III=III=III=II'- o 12 Q ;III—III—III III—III—III—III- I OEEPT Jill- DATE APP'D REVISIONS o W -III-1�111 IIIII�I�II�I RF MAY L� o to EXOTHERMIC WELD zoniNc J OPS w Of DO w> CONSRI 8" DIAMETER w SCHEDULE 40 PVC ROUND RING SITE AC�2/0 AWG BCW PROJECT NO 544002 o " 11 DRAWN BY BMM Dov 4" OF LOOSE GRAVEL MPS 1" WIDE SLOT CUT SMOOTH FOR GROUND 2RING. UTr �Q S r6 NOTCH "ABOVE CONDUCTOR RODLij r e LLJ Z 071090 �`, ° \0 2 INSPECTION SLEEVE DETAIL 5 DETAIL NOT USED AL 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 a GRADE CONSENT IS STRICTLY PROHIBITED to o L ILSJ'°Of NOTE.IF DRAWINGS ARE 22°x34',USE IEE w N GRAPHICAL SCALE AND/OR 12 TIMES OF THE NOTED SCALE. EXOTHERMIC WELD SITE NUMBER: JAN s 7 2019 L113882D SITE NAME GROUND RING #2/0 ORIENT AT&T TOWER BTS COPPER C DUCTOR Southold Town 40200 MAIN ROAD OR MATCH EXISTING ORIENT,NY 11957 ARRIER GROUNDING) Board of Tru staes SHEEP TIRE GROUND ROD COPPER CLAD STEEL 5/8"000'-0" LONG ; n�] GROUNDING U E DETAILS DEC 2 0 2018 SHEET NUMBER Southold Town 3 GROUND ROD DETAIL emDETAIL NOT USED Planning B22G-3 -- SCALE: NOT TO SCALE — SCALE NOT TO SCALE ELECTRICAL NOTES: CONFLICTS QUALITY ASSURANCE 13 o � ®Irn�/�0 WORK INCLUDED CLEANING RACEWAYS CONT'D 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATIONS 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, Ji f�JJ �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 STATE AND FEDERAL REGULATIONS THESE SHALL INCLUDE, BUT AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY rOmLeNORTX�aTLLe OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS WORK PASSAGE OF ELECTRICAL RACEWAYS, TO BE PROPERLY MATERIALS OR DOING NY WORK NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE T 35005UNRI K.- AND AFTER INSTALLATION OF RACEWAYS SO AS TO COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY SEE "CODE COMPLIANCE`T-1 GREAT RNER NY 11139 ND 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 N PREPARE D 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 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, CHANNELING, CHASING OR DRIVING 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 o 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 rt 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 v C SUBMIT AS-BUILT DRAWINGS, OPERATING AND MAINTENANCE REPAIR THE WORK IN N 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 L N d INSTRUCTIONS AND MANUALS MECHANICS AT NO ADDITIONAL COST TO THE OWNER RENDER N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTNCE OF FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF `�- D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE B'-O', 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 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 m: ,PROPERLY SEQUENCED AND COORDINATED WITH u 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 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 3 $ AREA OF PENETRATION PRIOR TO PERFORMING WORK CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS PROVIDE ALL OTHER UNUSED BOXES WITH ACCEPTED AS N EXCUSE FOR ANY FAILURE OR OMISSION ON OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE m<o COORDINATE ALL X-RAY WORK WITH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE. WORK SUFFICIENTLY IN ADV STANDARD STEEL COVER PLATES THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ADVANCE OF THE DATE ESTABLISHED L� o E PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL P WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR SUBSTANTIAL COMPLETION OF THE WORK 3 PRIOR FRAMING SUPPORTS, AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, GOVERNING THE WORK. COMMENCING CONSTRUCTION, THE OWNER SHALL EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1 AS-BUILT DRAWINGS PER BUILDING. SCHEDULLEE 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 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 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 SUBCONTRACTED). DATE DESCRIPTION REVISIDN 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 4 CONTRACTOR SHALL BE EQUIPPED WITH SOME MENS OF 09/14/18 FOR PERYf o TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS PRIOR TO BID CONSTANT COMMUNICATIONS, SUCH ASA MOBILE PHONE ORA 1z/m/1e REVISED PEA PUTfORY 1 CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE B PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2 ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED STORAGE BEEPER THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED zJ+D/1e REHsm PEA PERUR z 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 CONSTRUCTION OF CONST RED PRIOR TO START R 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 OWNEREQUIPMENT IS REQUIRED MANAGER T WRITING R LESS MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1. BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT NOVERALLN OVERALL FLAME-RETARDANT, EXTRUDED JACKET D RATED COMPLETION OF THE WORK.THEY SHALL REMOVE ALL RUBBISH 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 NTNN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER D ABOUT THE BUILDING AREA, INCLUDING ALL THEIR ERECTIONS, AND IN ADVANCE 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 DEPT DATE APP'D RNSIONS 1 PROVIDE ALL WORK IN ACCORDANCE1. CONTRACTOR,WITH THE NATIONAL OPERATIONAL CONDITION 7 HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V 2. EXTERIOR NSAND BONDS RFE 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 1. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND RF MAN MAINTAIN, FOR THE DURATION OF THE PROJECT, ALL CODES FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH fFi1 HOME RUN WIRE SIZE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER ZONING 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. Das COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTEDAN THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HATING AT ANY POINT IN THE SYSTEM. 51 TO 100 NO 10 B REMOVE ALL TRACES OF SPLASHED MATERIALSFROM croNsrR THE BUILDING 101 TO 150 NO 8 ADJACENT SURFACES. ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGESS WE AC 3 LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS 8 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 REQUIRED INSURANCE LIMITS. INFORMATION/DRAWINGS PROVIDED TO ENGINEERING 1 DO NOT LAVE 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 CRATED 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 DRAWN BY 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 ALL POLICIES 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE CHEC 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 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 -NEh1� '- 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 O 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 7 �v� 7����\' NEW OR RELOCATED EQUIPMENT IS SHOWN WITH 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 % F2 �7 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 ; 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 ' O SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. SHUTDOWN NOTE SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. 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 AND SCHEDULED AT A TIME CONVENIENT TO OWNER. DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE SERVICE AGREEMENT FOR MCSA CAB CABINET SPECIFICATIONS, AND BEFORE SUBMITTING THE PROPOSALAND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT CLG CEILING C w I 4/ MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED. RELATED DOCUMENTS AND COORDINATION CONC CONCRETE �/9 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 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 �� 6 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 DWG DRAWING �� 071 BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B. SQUARE-D SHOP DRAWINGS 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 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 A THIS DOCUMENT IS THE CREATION, 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. EXISTING DESIGN,OCUPROPERTY SANDTHCOPYRIGHTED PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS 3 FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR XT EXTERIOR WORK OFT-MOBILE ANY DUPLICATION AND EQUIPMENT. WHERE UL, OR OTHER AGENCY, HAS 5. HIRE N INDEPENDENT LAB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE RAD WITHOUT REQUIRING FUSE REMOVAL PRODUCTS AND SUBSTITUTIONS �;{f r� OR USE WITHOUT EXPRESS WRITTEN a E�a� T'-FF 1 g FINISHED 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 SUBS II ?� ( 4r' - 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 FABRICArr TI•f� 0� GA, 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 SUB N GA, GENERAL CONTRACTOR SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING INCLUDE RELATED SPECIFICATION SECTION AND DRAWIN 1� GRD GROUND 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 SHij OWING S NOTE*I DRAWIAL NGS ARE 2 W2 ,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 SUBSTIMI LG LONG GRAPIC THE NOTED SOALE. IMES 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 SH JAN _ 7 2019 MA)( MAXIMUM EQUIPMENT TO PRESENT A NAT APPEARANCE WHEN BE IN SCH 40 PVC SIZE BE FURNISHED. WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, ME H MECHANICALCOMPLETED $[� NUMBER: RECOMMENDATIONS FD IN CTHEDANCE WITH THE MANUFACTURER ANDRINVED B EXTERIOR,AIEDARGIID STEELN(RGS) ER CONDUITS TO BE GENERAL NOTES: SHHAALDL,,CTS IF DEEMED NECAESSARYLS BEING BYINSTALLED THE OWNER, SUBMI FACTOR MW MANUMICRFWAVE ACTURERDISH L113882D ACCORDANCE WITH CONTRACT DOCUMENTS. C ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR, TO INTENT SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF UT SOUT-,Ooj)TOV:n MGB MASTER GROUND BAR C PROVIDE LABOR, MATERIALS, APPARATUS AND APPLIANCES BE EMT. SHEETS 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 [jJaTC Di TrLlstBes 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 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 'r-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 EMT WITH STEEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND ARCHITECTURAL SYMBOLS OC ON CENTER AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS. NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, ALM OPP OPPOSITE SHEET TITLE EXPLANATION THEREOF. G MINIMUM SIZE CONDUIT TO BE 3"TRADE SIZE INDICATED OR SPECIFIED IN BOTH STORAGE E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS 3 THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR 38 (P) PROPOSED GENERAL AND SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE THE RIGHT H FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT AND MATERIALS REASONABLY NECESSARY FOR THE PROPER N PCS PERSONAL COMMUNICATION SYSTEM TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN UQUID-TIGHT FLEXIBLE METAL CONDUIT. EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN © €o p 3 PPC POWER PROTECTION CABINET THE CONTRACT DOCUMENT REMAINS SOLELY WITH I. CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED THE CONTRACT ® I�m 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 t�rLj € o EE SHT SHEET GUARANTEE J.THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF I -- : 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 1`�.y U o SS STAINLESS STEEL YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER TO COMPLETE THE WORK. j(-�1aa w � 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 5 TOC TOP OF CONCRETE SHEET NUMBER AN SHALL BE CONSIDERED AS PART OF THE WORK NO ILII c!) N DRAWING DETAIL NUMBER THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES TOM TOP OF MASONRY OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AN AS K ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BETYP DIRECTED BY ARCHITECT. STEEL COORDINATE WITH BUILDING ENGINEER PRIOR TO MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A RE 2/A-3 2 VIF ERIFYLIN FIELD N'1 ATTACHING TO BUILDING STRUCTURE CHANGE ORDER d 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 13 Umobfle 13 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL n BIL.N"RrHE-Aye HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL GREATNRISEHIDRWAY GREAT RNER NY ttYi9 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 . OP STS: STEEL EITHER T OR U TYPE. 00 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND MEASURES ARE FUNCTIONING PROPERLY. SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE POSTS WITH WIRE TIES OR STAPLES. >_ - 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. Of REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 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. Ys 8 g 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER t 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, MIRAF] FOUNDATION. CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION THEY SHALL BE OVER-LAPPED BY 61N AND FOLDED. dZm 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 100X' STABIUNKA T140N OR EQUAL 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE Z d 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 m<o QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO B. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL STATES. D.O.T. QUALIFIED PRODUCTS LIST. OR EQUAL o 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 DATE DESCRIPTION REVISION 08/14/1B MR PERYR B -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS 11. THE ESCAPE OF SEDIMENT FROM THE SITE 13/05/18 REVISED PER PIAMIRY 1 -BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL °o Z12/13/18 REVISED PER PERMIT : EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, M LAND-DISTURBING ACTIVITIES. 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL SEEDING GUIDELINES: DIRE FLOW OF MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE o FL PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN FINAL STABILIZATION OF ALL DISTURBED AREAS, UNLESS OTHERWISE NOTED, SHALL BE _ THAN 1 VERTICAL TO 4 HORIZONTAL OFILL MATERIALSHALL BE PLACED AT A MINIMUM COMPACTED DEPTH O WHEN SUBRADEOR EXISTINGGROUNDSURFACEORECEIVE BFIILLD AIS AEDISURFACE. ESS CE 4".ARECOMMENDED SEEDNGMDATES FOR PERMANENT VEGETATION SHALL BE BETWEENF r 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 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 SEEDING DATES BEING FROM JUNE 1 THROUGH AUGUST 15 AND % � r EROSION CONTROL DEVICE, AND SHOULD DEPT DATE PPPO REVISIONS SEPTEMBER 30 THROUGH NOVEMBER 30. / REMAIN IN PLACE UNTIL THE SITE IS RFE 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS III/ STABILIZED. RF WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT DPS LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH EVALUATE PROPOSED COVER MATERIAL CONSTR DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING BEFORE SPREADING COVER MATERIAL OVER THE DESIGNATED AREA, OBTAIN A SIZE AC 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 544-002 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 1 LAY IN FABRIC TO BOTTOM OF TRENCH. DRAWN MPS 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS TO ASSIST IN ESTABLISHING THE SEED MIXTURE IN AN ENVIRONMENTALLY AND 3. BACKFILL TRENCH, COVERING FABRIC. REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ECONOMICALLY SOUND MANNER THE RESULTS WILL GIVE THE COVER MATERIAL �-f7 y � TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME CHARACTERISTICS SUCH AS pH AND FERTILIZATION NEEDS. THESE RESULTS SHALL BE EXISTING GRAVELS UE FA ACING MAY BE EXCAS OF GRAVEL IVATEDNG ASEPARATE Y A DLL BE FREE MREUUSEDGIF INJURIOUS OUS ATIONS 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 - NOT TO SCALE s J' 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 r REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY PROPOSED COVER MATERIAL SHOULD BE SPREAD EVENLY OVER THE SITE AREA IN A MINIMUM KIra 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 E Z 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 -1 C; DROP SEEDER AND INCORPORATED WITH AN OFFSET DISK, YORK RAKE, AND/OR HAND RAKE. ��Q 0;71 0c) 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. E EAL TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. SEED MIXTURE THIS DOCUMENT IS ATHECRE DESIGN,PROPERTY AND COPYRIGHTRIGHT ED 12., ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. SPECIES/VARIETY LBS ACRE WORK OFT•MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE CREEPING RED FESCUE 20 t--. CONSENT IS STRICTLY PROHIBITED TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK KENTUCKY BLUEGRASS 20 [fl "7 l� C { ! }! MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE PERENNIAL RYEGRASS 5 IlljL. L� I� FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. DDNOTE:IF DRAWINGS ARE 22°x34',USE I !r-)! GRAPHICAL SCALE ANOIOR 112 TIMES A I OF THE NOTED SCALE GENERAL EROSION & SEDIMENT CONTROL NOTES: I I JAN e 7 2019 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 S� NAME: MINIMIZE SEDIMENT LEAVING THE SITE. AIR TEMPERATURES ARE IDEAL FOR SEED GERMINATION AND SEEDING GROWTH. WEED ORIENT AT&T TOWER 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE COMPETITION IS REDUCED BECAUSE SEEDS OF MANY WEED SPECIES GERMINATE EARLIER IN THE S0!ihDld Town LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND GROWING SEASON. ADDITIONALLY, HERBICIDE USE IS GREATLY REDUCED. HOWEVER, SEEDING Oc"r Of TfU5��8S 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 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 (a APPROVED-PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE TURF ESTABLISHMENT AND TO PROTECT AGAINST SURFACE MOVEMENT OF SEDIMENT-BOUND U 111�J_ Illi IJ GRADING & DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE AGROCHEMICALS AND SOIL EROSION. IF MULCHING PROCEDURES ARE NOT SPECIFIED ON PLANS, v CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR APPLY GOOD QUALITY STRAW OR HAY AT A RATE OF 2 BALES/1000 SQ. FT. OTHER SEDIMENT NOTES ALL DRAINAGE ANY DIFFICULTY NnCONTROLLING EROSION RDANY VARIOUSSTAGES SPDURING HASE OF CONSTRUCTION. COMMERCIALLY AVAILABLE MULCHES CAN BE USED ' DEC 2 0 2018 6 CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. SHEEP NUMBER 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE Southold fawn PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE Planning Board N,2 DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. Treou,u NORNe uc GENERAL NOTES: FIBER REINFORCED POLYMER (FRET NOTES: MASONRY CONSTRUCTION NOTES: c S�"ruin 9 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 = 535 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. r ^� ;s g 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 V ^ MASONRY STRUCTURES. 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, EXPERIENCED IN SIMILAR CONSTRUCTION, SPACED AT 12 INCHES ON CENTER MAXIMUM, U.N 0., FOR PANELS AND AS DESIGNED FOR 2. ALL CMU TO BE 1500 PSI MIN. REINFORCING BAR (IF APPLICABLE) TO CONFORM TO ASTM A615 d STRUCTURAL MEMBERS GRADE 60 SPECIFICATIONS ALL MORTAR TO BE 2000 PSI MIN. 3$g 4 4 ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, -FOR INTERIOR/ABOVE GRADE APPLICATIONS, TYPE N MORTAR HAVING MINIMUM MODULUS OF m a o" 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 UNGROUTEO BLOCKS, AND 158 PSI FOR FULLY EXISTING BUILDING, U N 0. GROUTED BLOCKS. Z 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 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 MASONRY STRUCTURES. DATE DESCRIPW+ RmfoN 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: wto+tm M=rcR Kww n SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE WFR pLUM6 Jk TENSION NOTES: ❑tatrc pm mem r STRUCTURE DURING CONSTRUCTION, TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIN 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 8 FT-LBS 4 FT-LBS IS 10 2. ENSIONING 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 B 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 6EPT. me I uyo Rtmwas 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, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE MAXIMUM TWIST OVER THE LATTICE STRUCTUREz:j FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES, zomm ors 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 comm OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC EDGES. A STANDARD SIX POINT SOCKET IS RECOMMENDED SmINSPECTfONS NOTES: sae Ac. GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. PROJECT NO 544002 9 STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND APPROVED BY THE DRAWN VEB 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING CH B 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 nn 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK. � , 'R•jQFJ/VsT'!,C 5 ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES. 11. ALL FRP SHAPES TO SE DYNAFORM PULTRUDED STRUCTURAL SHAPES. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). fJO�� 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 (�/� • W SHAPES TO DE A992, Fy=50 KSI, U N.O. PER "TURN-OF-THE-NUT" METHOD � *>y D • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N 0 , r.- • 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 • U-BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U N.O. LABEL. d FIBER REINFORCED POLYMER 091 6 ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. 15. FRP MATERIAL TO BE CLASSIFIED AS CCI OR BETTER, AND HAVE MAXIMUM FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED �pr '" SPREAD OF 50, DESIGN DOCUMENTS IS BEING INSTALLED. •SCC_ 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION, OR 98 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 B. ALL HILT] 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 c CONCRETE ANCHORS'ADHESIVE - HY150, U N 0. 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 2Z'x34",USE RANGE RECOMMENDED GRAPHICAL SCALE AND/OR V2 TIMES 10, BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. MAXIMUM ALLOWABLE ANGLE CLIPOF THE NOTED SCALE. EDGE DISTANCE-CL4 BOLT TO ENO 2 0-4 0 3.0 E C E I',, f� SITE NUMBER: 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. EDGE DISTANCE -CL*BOLT TO SIDE 1.5-3.5 25 n L113882D CONCRETE CONSTRUCTION NOTES: BOLT PITCH - CL*TO CL* 4.0-5.0 5,0 �� ORI NSITET ATT AME: R 1. CONCRETE TO BE 4000 PSI ® 28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 JA N e 7 2019 40200 MAIN ROAD SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR WOOD CONSTRUCTION NOTES ORIENT,NY 11957 REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER 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 COVER ALL REINFORCEMENT. WELDING OF REBAR IS NOT PERMITTED. BENDING VALUE OF 1000 PSI MIN 1 Southold TOWn 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 Board of TrustesS_ SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND VALUE OF 1000 PSI MIN U.N.O1 GENERA, REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING NOT TO ENCROACH ON BOLT HOLE 1 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-I.SC DOUGLAS FIR i D v V NOTES PROPOSED CONCRETE SURFACES. BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. 1 DEC 2 0 2018 SHEET NUMBER Southold Town �� Planning Board -- \ T 0 --Mobile \—^\ TMOOILe NONTH¢09T LLO sr \ ]SOD SUNPISE HIGHWAY GPEAT PNER,NY II739 `— EXISTING RETAINING WALL 7 g? m T—MOBILE RAISED 1 \ \ \ \ \ \ EQUIPMENT PLATFORM W11N CANOPY 33 Z \ \ \ \\ \ SUBMITTALS 1 M1f DESCRIPTION RLNStOy av ,m am rGa at�eW a 12/01/18 OOIIUf.NfS i OET'1 GATE /PP71 RENSIOt6 RFE r RF MAN. PROJECT NO: 544-002 �yy k DRAWN BY. VEB CHEC BDA EXIS71PIC OTHER CARRIERS RAISED EQUIPMENT PLA 1FORM WITH CANOPY SEC 091 � -~ .•`\������"=�'`' � �, Ick, �:' �s'g THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED x WORK OF T-MOBILE,ANY DUPLICATION r GGs�c FSSx ' OR USE WITHOUT EXPRESS WRITTEN f ��'� CONSENT IS STRICTLY PROHIBITED. I t la ; iii �E NOTE.IF DRAWINGS ARE 22"x34",USE f \ \ ` Y'_�X s- X=yx %4x ` I GRAPHICAL SCALE AND/OR 112 TIMES \ Y �` �- w x Y� , 4`l ° OF THE NOTED SCALECf- . s —j ,�' 4 s SITE NUMBER: JAN 7 2019 L113882D SITE NAME: ! �C3s %' ORIENTAT&TTOWER 7-A � x 'r � y , �1 ; 40200 MAIN ROAD t Q-�jGout �Id TDWn ORIENT,NY 11957 s HEEi TITLE �D E Vu L�, ll ll E SITE PLAN X/S7INC MONOPOLE DEC 2 SHEET NUMBER Southold'FoWn Planning Board S'2 i- j a ®1dobile T.HGBILC NORTHEAST uo ]sw SUNRISE HIGMAY GREAT I—W mag 1 CI 12_6" 7�-6" ' S5 � N�mg PROPOSED 1/2"DIA A307 BOLT(TW) =E671/2q PROPOSED ANGLE CLIP L4 01/4"(TYP) ANGLE CLIPN(T?P) suBMITTALsPROPOSED ANGLE L001/4"(TYP) CAI DESCRIMM —REMON mmi/SO mob FOR P Ew o /7JO/10 PFR CWWMS ,1 PROPOSED HSS 4x4x3/B"(TYP) I I I ( I I o PROPOSED W0x22(TYP) EL ; DEPT. DATE AP?Q Rma r. 1 4{L/.4 NEE 511 PROPOSED CANOPY(TYP) al„I LL I I I 6 Rr WN LLL iLLLL LLL�LLLU 4 I EOISNQ 1tl Lll LtL LLL.4an 1 l l l LLLLL'_LLLi I L LLLLU.LLLl LLL ILLI LL LI.LI.LI-LL{ CQI6Ht I t�� SIT A. PROJECT NO: 544-002 DRAWN BY. VEB J,CHIECBDA 511 I I I I o PROPOSED VER77CAL HSS ° 043/8"(TYP) 11= o, o o 101THIS DOCUMENT pe1Q� 1 I S THE CREATION, _I I I I DESIGN,PROPERTYAND COPYRIGHTED S 10 PROPOSED STAIRS WORK OF T•MOBILE,ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. I f ' i NOTE IF DRAWINGS ARE 2Tx34°,USE GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE, JAN 7 2019 SITE NUMBER: 1 — -- - - - ° L113882D S9 II _ I - - — —TO � I SITE NAME: SOuihu!� luWn ORIENTAT&TTOWER D q A B Q n8rfi of Tin iqtnpz 40200 MAIN ROAD 54 ORIENT,NY 11957 SHEET TITLE I c PLATFORM U DETAILS PLAN VIEW DEC 2 0 2018 SHEET NUMBER -- SCALE NOT 1'0 SCALE Southold Town Planning Board S'3 W-4 1/4' ® -Mobile ,- I mosaL NORTH—Uc S SUlWISEHIGHw 9!5 1/6' CAFhTRNENNY11— PROPOSED 1/2'DIA A307 BOLT(TYP) a - oo p PROPOSED ANGLE CLIP L6x6x1/2'(TYP) o N g PROPOSED ANGLE L044/4'WITH I m (1)A307 BOLT AT EACH END(T)P) o I (TTP) aoLL PROPOSED ANGLE CLIP L4x4x1/4'(TTP)� LL- a Q Z I PROPOSED HANDRAIL 2.375 SUBMITTALS PROPOSED VERI]CAL HSS O,D. 40 sCHED PIPE(TYP) �o� DATE I DESCRIPTION REVISION 040/8'(TYP) I I -6/01/1e muco FOR pmm a to 1;/"/14rix caaupms ! j I � W _ O I N S8 EF S9 S9 S9 DM. oat[ avab Rnuays L It 01. PROPOSED WIOx22(TYP) o / ` i°o \ A / o OPS PROPOSED VERTICAL HSS 1-6, t C0qsm 6x6x3/8'(7(P) I (7yp) `j � g PROJECT NO: 544-002 T S9 DRAWN BY: VEB S 10 PROPOSED STAIRS-L , °D CHEC BDA (2) PROPOSED ANGLES L3x3x3/8' / ,v TO FORM DOUBLE ANGLE(TYP) `a r � IV,Y�(� .t SII 0911$ ✓v PROPOSED REBAR AES AT O'4'D.C. (F7F7Rsr 1=0) (Trp) ��� PROPOSED(10)J'8 WR77CAL REBAR(7TP) THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT•MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN PROPOSED 14 REBAR 77ES �_� � CONSENT IS STRICTLY PROHIBITED AT/'—O'O.C. (TYP) �v NOTE.IF DRAWINGS ARE 22"x34',USE f GRAPHICAL SCALE AND/OR 112 TIMES 1 PROPOSED 1-6'DIA o i I� ! OF THE NOTED SCALE S9 CONCRETE PIER(TTP) o `t JAN v 7 2019 L113882D f SITE NAME: ORIENT AT&T TOWER $OJ i0ld TU,'n 40200 MAIN ROAD B ar Of Trustees ORIENT,NY 11957 SHEET TITLE ���-� � PLATFORM J v DETAILS DEC 2 ® 2010 SHEET NUMBER SECTION A-AL_ Southold Town -- SCALE NOr TO SCALE Planning Board S-4 W-40 1/4' ® -Mobile TM.1LRNORTNewsT uG S MSLMISE HIGHWAY GREAT RWER•NY 11A9 6=0' )0'--10 1/4" _ i»w�• I + PROPOSED 1/2'DIA A307 BOLT(TTP) - zd x on PROPOSED ANGLE CUP L6x6xi/2"(T)P)-1— �^ �' b aim PROPOSED WR77CAL HSS 4x4x3/8'(TYP) I v co SUBMITTALS rATt I OMRIFT*N Rrvsmv 1/10 MUED MR MMI* A +ua11a rtn wu m 1 PROPOSED HANDRAIL 2375 Q O.D. 40 SCHED PIPE(TYP) W e o � I N S8 E� S9 S9 �E PROPOSED W10x22(TYP) �� ��� - REPT, DATE ergo RP751MLs PROPOSED VERTICAL HSS 1'6. o l o Tauvl' 6x60/8'(TYP) ors fops CPkSIR. o m PROJECT NO 544-002 (2) PROPOSED ANGLES L3x3x3/8" , DRAWN BY: VEB TO FORM DOUBLE ANGLE(TYP) CHE BDA pn � 5 .f0y r� _d- ss ^w� { �f-,t, PROPOSED X14 REBAR TIES AT D=4"O.C. (h7RST f=0 J, 0�],1Y'1 � PROPOSED (10)18 VERTICAL REBAR(T)P) THIS DOCUMENT IS THE CREATION, PROPOSED 14 REBAR TIES DESIGN,PROPERTY AND COPYRIGHTED AT 1'-0'O.C. (TW) WORK OFT-MOBILE ANY DUPLICATION r� OR USE WITHOUT EXPRESS WRITTEN OD CONSENT IS STRICTLY PROHIBITED. PROPOSED 1'-6"DIA a �`l E! 59 CONCRETE PIER (TYP) NOTE I DRAWINGSARE22"x2TIUSE o )� I GRAPHICAL SCALE AND/OR 1l2 TIMES Ill JAN - 7 2019 1 OF THE NOTED SCALE. j SITE NUMBER: b0i L113882D SDUiiiold TO.In ORIENT AT&ITE On rd Of Tre zfi wz 40200 MAIN ROAD ORIENT,NY 11957 (� SHEET TITLE D E C E V�1�] E 1 PLATFORM { DETAILS ' DEC 2 0 2018 11 SHEET NUMBER SECTION B-B -- SCALE NOT TO SCALE Southold Tel•'Jn Planning Board S'.5 1-30 ® -Mob e® -IL9 NONTHeAST LLC J SUNgISEHIGMAY MAT g1VED NY f1]J9 W-4 114" NN4^o PROPOSED 112'DIA A307 BOLT(TYP)- - e i {TYP) 3 3 LL PROPOSED ANGLE CLIP L6x6x112'(TYP)------f-' o PROPOSED ANGLE L4x4xij4' WITH (1)A307 BOLT AT EACH END(TW)- e PROPOSED ANGLE CLIP L00114'(TW) I SUBMITTALS � DATE DESCRIPTION RtWS1U,`J /oV+e aw]n laq HHvt)w o PROPOSED VERTICAL HSS :rovm ^ ara oa D]e t ! 4x4)(318'(TYP) I m PROPOSED HANDRAIL 2,375 O.D. 40 SCHED PIPE(TYP) I W o M Z11 9 6 DFPf, DAR: APP'D FEVISIDYt SS � o S9 S9 oat 1 PROPOSED Wi0x22(TYP) snE u.— _ �-' o PROJECT NO: 544.002 PROPOSED VERIXAL HSS e e 6)(6x318"(TYP) 1-6• '� (2) PROPOSED ANGLES L3x3x318' t� DRAWN D VEA CHECKED 8 BDA ( ) TO FORM DOUBLE ANGLE(TYP) - - h e 5 e / I S9 I , �( T D, 191 P PROPOSED 14 REBAR 77FS AT 0'-4"O.C. (FIRST/'-O)(TYA) .app THIS DOCUMENT IS THE CREATION, PROPOSED(10)J8 WR77CAL DESIGN,PROPERTY AND COPYRIGHTED ( ' (!`� [�� r t r� WORK OF T-MOBILE.ANY DUPLICATION REBAR(TYP) �f p� !! 1 11 1l id OR USE WITHOUT EXPRESS WRITTEN f U L5 EEii L� CONSENT IS STRICTLY PROHIBITED. PROPOSED#4 REBAR 77ES ; i+ i I f NOTE'IF DRAWINGS ARE 22x34",USE AT 1�0"O.C. (TIP) ( i_J GRAPHICAL SCALE AND/OR 1/2 TIMES 1 JAN s 7 2019 I OF THE NOTED SCALE !! SrrE NUMBER: 1 PROPOSED 1'-6'DTA 61L113882D j SOLAN)iti Trjwn S9 CONCRETE PIER(M) SffE NAMEBoard of Trustees ORIENTAT$TTOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE PLATFORM r' j ��a DETAILS 0 IL /-1 'C� jDEC 0=2018 SHEET NUMBER SECTION C-C -- SCALF. NOT TO SCALE SOuthOIdTOVVn S-6 Plannlna Board W-10 1/4' T ® ®M®I,111ile 19 YM OU NO—EAST uc ]aW SIINflISE Fad14WY 10'--10 1/4' 6_O• GN —NY nn° - - - -- -- - I 1- - - - - �' PROPOSED 1/2'DIA A307 BOLT(TYP): f� Yon PROPOSED ANGLE CUP L6x6x1/2'(TYP)' �I v 0 g 12Z�R a S.. PROPOSED VERTICAL HSS 040/8'(T)P) SUBMITTALS 00 DATE DESCRIPTION REVISION PROPOSED HANDRAIL 2.375 4lM111�a6 a�ao RE�ew o D.D. 40 SCHED PIPE(TYP) 6j o 1y I M GV a 59 S9 PROPOSED W1Ox22(TTP) e° o cvT wrz AWTI RE ONS Ra PROPOSED VERTICAL HSS 6x60/8'(TYP) z01M y (2) PROPOSED ANGLES L3x3x3/8" ~(TTP) 1 ops 7T7 FORM DOUBLE ANGLE(TYP) ` crrnc WE k ro ° 5 PROJECT NO. 544-002 S9 DRAWN BY: VEB CHECK 8DA SSD PROPOSED STAIRS �!CI96 JDHNS O� PROPOSED 714 REBAR AES AT O'-4"O.C. (FIRST 1-0)(7rP) f j I' PROPOSED(10)f'8 WRACAL REBAR(TTP) `� A r PROPOSED REBAR AES THIS DOCUMENT IS THE CREATION, DESIGN, AT 1'-0'D.C. (TYP) WO K OF TOMOBI E ANY DUPLICATION AATTIION �y g3 OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. Ip t PROPOSED 1'-6'DIA o DLD)CONCRETEPIER(TYP) NOTE IF DRAWINGS ARE 22"x34°,USE GRAPHICAL SCALE AND/OR 112 TIMES JAN s 7 2019 OF THE NOTED SCALE. SITE NUMBER: L113882D Southold Town SUE NAME: Board Qf Iit15tECS ORIENT AT&T TOWER 40200 MAIN ROAD ORIENT,NY 11957 SHEET TITLE �2 ID r PLATFORM U DETAILS a DEC 2 0 2018 a SHEET NUMBER SECTION D-D -- SCALE- NOT TO SCALE Planning Board S•7 �OBM NORTHEAST— 15105UNWSEHIGNWAY GREAT RIVER,NY 11119 f V_ 'Fig 7 zyr° o LL- ° ° o S9 •° ° � 3 a°�� °laLL .-(EQUAL}— I (E UAL} (a AL) �+ SUBMITTALS PROPOSED ANGLE L40318-(7YP) ( ja � E DESUMT101 RMSIoN Ga _: I I I lahvhn err mu .1 S4 PROPOSED 19-W4-73 GRA77MG(TYP) PROPOSED mox22'(IYP) - I I I I I M I I I I I I I I - PROPOSED HANDRAIL 2375 I I I nrrr ave eppna< me O.D. 40 SCHED PIPE(TYP) I I o R1 ww I 1 I I I mvs1N. ° I ° $ITE AC. PROJECT NO: 544-CD2 DRAWN BY: VEB I CHECKED 8 BDA NE I II ° PROPOSED WR77CAL HSSn - 4x4x3l8 (nP) -- - - -- -- -- ----- --._._ .-- ---- ° �--- I I 3 PROPOSED I ( gg H-FRAME I o Q PROPOSED STAIRS THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED DUPLICATION 4- +� OR USE WITHOUT EXPRESS WRITTEN 4" I - TE E CONSENT IS STRICTLY PROHIBITED. v I I I I f �• + NOTE IF DRAWINGS ARE 22".\19."USE GRAPHICAL SCALE AND/OR I2 TIMES I S3, I "' J A N - 7 2019 OF THE NOTED SCALE. SITE NUMBER: L113882D Southold Town SITE NAME: °_° ° Boar DfTT4'St92S ORIENTAT&TTOWER (EQUAL) (EQUAL) 40200 MAIN ROAD ORIENT,NY 1,957 SHEET TITLE SECTION E-E -- SCALE NOT TO SCALE. n() (� PLATFORM U It�S DETAILS DEC 2 0 2018 SHEET NUMBER Southold Town Planning Board S-8 NOTE. BEAMS, CHANNELS, ANDa ® ®����o ANGLES TO BE COPED AS NECESSARY. T.Ma6M NO—ART" REATR PROPOSED ANGLE 44018-(TYP) ,_.GREAT $ NERNY Ay EmGHWAY G I I PROPOSED PLATE&01/4"(TYP) F N F �i PROPOSED 1/2'D1A A307 BOLT(TYP) \ --PROPOSED 2375'O.D. 40 SCHED PIPE, 4'-0'LONG(TYP) L N o S 0 PROPOSED VERTICAL R£BAR(10) 8(TYP) >Z- 0 0 O' PROPOSED 2375'O.D. 40 SCHED PIPE, z m r= PROPOSED 3/4'D/A A615 GR 75 ANCHOR WIN 2-O' 6'-6"LONG(TIP) O'EMBEDMENT(TYP) N a G PROPOSED CROSSOVER PLATE PROPOSED HSS 6x6x3/B' SITE PRO 1 PART#SCXI-K(TYP) p o �\ H—FRAME DETAIL o PROPOSED PLATE 10x10x1' -- SCALE: NOT TO SCALE SUBMITTALS — O 0 PROPOSED 1=6'DIA CONCRETE PIER caWxzt ors K14l Fens u+ %at%te �wEo M4 ma tt.Ytt! c O Tva/te rEa cc,%%imc i 1 4' PROPOSED W10x22 0 .I FOUNDATION PROPOSED PLATE 4x4x3/8' —� -- SCALE NOT TO SCALE - PROPOSED 2375'0.0. 40 SCHED PIPE, 1 4' 7r --' 6=4'LONG(T)P) 1 4 -- OFF(, OATF. APP'D REVFKIRS RFF 0....— Ri NDN. PROP05ED HSS 6x6x3/8" / PLATE TO W 10x 2 2 C O N N. 11 -PROPOSED 2375'O.D. 40 SCHED PIPE, 1� I 4'-0"LONG(TYP) -- SCALE NOT 'f0 SCALE L II PROJECT NO. 544-002 PROPOSED PLATE 10x10x1' C�h DRAWN BY VEB 7 PROPOSED 1'-6'DIA CONCRETE PIER N G CHECK BDA J w h A�- ISEa GRADE PROPOSED CROSSOVER PLATE I r o Q�R'JOHNsr S1 TE PRO 1 PART,'SCXI-K(TYP) PROPOSED HSS 6x6x3/8' `y j CI, A AGjtt PROPOSED 3/4'DIA A615 GR. 75 ANCHOR 1? WITH 2'-0'EMBEDMENT(TYP) ;o PROPOSED PLATE 4x4x3/8', I �? I f4 Cv �Q 0911x'{ 5' PROPOSED 1/2'DIA A307 BOLT(TYP) A.,�., 1 PROPOSED PLATE 8x4x114 (TYP) 6 PLATE TO HSS CONN. -- (J SCALE NOT TO SCALE ! D �J U THIS DOCUMENT IS THE CREATION, ft DESIGN,PROPERTY AND COPYRIGHTED PROPOSED ANGLE 003/8"(TYP) WORK OF T-MOBILE ANY DUPLICATION DOR( 61)2 ® O 0 OR USE WITHOUT EXPRESS WRITTEN C 1 U CONSENT IS STRICTLY PROHIBITED. SDuthD1-Town NOTE'IF DRAWINGS ARE 22"x34",USE /= SECTION G—G GRAPHICAL SCALE ANDIOR 1/2 TIMES SCALE NOT TO SCALE Planning ward OF THE NOTED SCALE. -"` PROPOSED 2.375 O.D. SITE NUMBER: 40 SCHED PIPE LI13882D PROPOSED PLATE 3' SITE NAME- PROPOSED PLATE 5 314x5 3/4x1/4' ORIENTAT&TTOWER PROPOSED WlOx22 PROPOSED WIOx22 5 314x5 314x114' PROPOSED 2.37ADIA 40200 MAIN ROAD PROPOSED A36 ANGLE CLIP _ 40 SCHED@ ORIENT,NY 11957 PROPOSED A36 ANGLE CLIP PROPOSED 112'DIA L4x4x1/4'(BOTH SIDES) L3x3x1/4' A307 BOLT(TYP) PROPOSED 1120 SHEET TITLE N _ PROPOSED 518'DIA "N--PROPOSED 518"DIA A307 BOLT A325 BOLT(T)P) AJ07 BOLT(TYP) PROPOSED W10x22 PROPOSED ANGLE L4x4x3/8' CONNECTION DETAILS SHEET NUMBER /-2 \ SECTION F—F /-7 \ W10x22 TO W10x22 CONN. 4 W10x22 TO ANGLE CONN. HANDRAIL CONN_. -- SCALE NOT TO SCALE __ SCAI E: NOT TO SCALE -- SCALE NOT TO SCALE -- SCAI E. NOT TO SCAT F S.9 'J 17�{.R��jy�1�Au{ry}q�� PROPOSED 112'DIA A307 BOLT(TYP) o e ® mmobil e 4• T MOpllp NOR"-.v LLC PROPOSED CIOX20(TYP) aRrosulm w4 y OREAT RNER,NY t 1]]D 5'-0" 1 1 4'- PROPOSED PLA7E 6x2 3/41/4"(TYP) 0 N m r I ( PROPOSED HANDRAIL 2.375'O.D. 40 �g I SCH£D PIPE(TiP) `./ vzmL, I iSEm m u CTION H—H 3a� ,a SCALE NOT TO SCALE 0 Z W I PROPOSED C10x20(TW) SUBMITTALS I. I -- --- I I QAlE I DESCRIPTION AEV+54N r 4" 40%4,/,a at=me R - -0 (n p) 1}fM/10. Res 4SfR U+15 , �o 14 .PROPOSED HANDRAIL I 2375 0-D. 40 SCHED PIPE(TYP) I i s C10x20 TO C10x20 CONNECTION -- SCALE' NOT 10 SCALE MR PROPOSED 19-W4-73 GRATING W PROPOSED FASIENAL 0m. owmp,0- RV4=9 I 1 0500597 GRATING CUP 0.m I PROPOSED 1 314"x3/16 BEARING BAR(TYP) Ri u,N.I PROPOSED 111'DIAMETER ZO)" I WIOx22(TYP) A307 BOLT(TYP) ws �N PROJECT NO 544-D02 DRAWN BY. VEB CHECKED BOA H111I III (71f)P"r(() D � R•".JOIN- o�k. -sy,orO GRATING DETAIL DEC 2 ® 2018 SCALE. NOT TO SCALE Southold ToWn PROPOSED WlDx22 Planning Board D _� �� � �� _•'• � PROPOSED A36 ANGLE CUP �--"" O •��9�i�1 L6x3xl/4"(BOTH SIDES) ny �� O ---PROPOSED 518`DIA L HIS DOCUMENT IS THE CREATION, Q A307 BOLT(TYP) t , O SIGN,PROPERTY AND COPYRIGHTED PROPOSED C10X20 I RK OF T-MOBILE.ANY DUPLICATION R USE WITHOUT EXPRESS WRITTEN r ——— ONSENT IS STRICTLY PROHIBITED 1 r O s• TE*IF DRAWINGS ARE 2764",USE ( Q 1�9 APHICALSCALE AND/OR 112TIMES C10x20 TO W10x22 CONN. OF THE NOTED SCALE 1 I -- SCALE' NOT TO SCALE �t—� SITE NUMBER: LI13882D r _ PROPOSED C10x20(TYP) I J.J I � SITE NAME: PROPOSED MOX22 ORIENTATBTTOWER 40200 MAIN ROAD rORIENT,NY 11957 1/4' (�) I I —PROPOSED PLATE 1Ox7x1/1" 114" _— — aDPROPOSED HSS&W18' SHEEP TITLE J00 —PROPOSED 518"DIA AJ25 BOLT(TW) STAIRS DETAILS GRADE 3/8' SHEET NUMBER / STAIRS DETAIL /-6 \ SECTION J—J -- SCALE NOT TO SCALE -- SCALE NO TO SCALE ' f Michael J.Domino,President r3F SO�rTown Hall Annex 0 John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 Glenn GoldsmithP.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski G • Telephone(631) 765-1892 Greg Williams '0 Fax(631) 765-6641 �y10ou 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. So�Fot Michael J. Domino,President '�� 0�0 coG Town Hall Annex John M. Bredemeyer III,Vice-President 1^ �� �� 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: — �� �� Completed infield by: Southold Town Planning Dept. on behalf of Mgh ENTERPRISES, INC; c/o T-MOBILE AT ORIENT BY THE SEA requests a review and a written reply regarding the proposed colocation between 70' — 80' a.g.l. on an approved 90' high concealment pole, and the addition of a 213sq.ft. compound for associated ground equipment, and additional landscaping. Located: 40200 Route 25, Orient. SCTM# 1000-15-9-8.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage r OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic.Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet IVA 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet:- 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland`Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultJant/application completeness/comments/standards: / �J I ha re & acknowledged the foregoing Trustees comments: Age ner: Present were: J. Oemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other A ISLAND veuem oseo�aa w -=r m w mazes, °OY a i Y .Y r$51Y 1M1c1 't 1a %u itA 1s 01 tl w Is m oAzaa ^P Y 1z — �� -- Bss •« Y 0 .m n izB $ e, tzz t3J SCHD 2 — laoe-lo FD 25 LD 40 MD 60 PD 65 l"p0 \.� Y,0 m s1 !"➢ 0 , d` 6 e ° "° apt, ° m ° O w •J me � T '� 'e`y. 5 _ `^ ar $138 g b FO � •^. Ns a zee ; ;�v. � tt 5 m13B Brxa I / fie a°^, i r, '`m ^ r V rm '• 5 ra nB a's,'"° e °^ Y o 1 +' c�0 YpA arm 35 ys'o zae ,z] /.a y «1- Pyr 0O �I Ywxe] 3B� $rn,t e�,a °rm 11] tATHW'W s // 3 h �^, F „^ &� ' •L m «241. J1 ;e 1�fi @ ^n F .r 13A w�° aN•a$ .r r,m g-,12 0 SY' Tri ' �, m Utd $ w � w a� 1'A f M14��• b d / +aOe- a �B�°L<a� � N tJ ♦ rm� x418 °� B ryvr 1stPlA « ° n•r � ,ham\ � / ,y5 9 gM° N tx r� N30 1 to 4 as ��<.Tza`ia,B W a T. m g z.3, 'u� � z..za '1°1'l ° a�l° :at f�1y, +• O �s5,6' '^ � 2e3x� 2e3] Y� �aaa^'ar S ��P •e SFL�'� ,,�,°0 `Zfj /� �-1 M•tl $vfiM •. 0 s B a, O 1$ tv]9 'r^8 Nb ci- Y Nle Y « «a nr,r g S 1eMc1 a�\ ° ` , a/ Nae ,B a' © 6 ll \\ \ 10 4�s \. I-�� ,5 ar^ 114 i I FOR PCL NO FORPCLNO ,au ,m •, c p, i L v>7 SEE SEC83 QQ SEC NO a0 m \ IMTCN ag w Y ,✓ SJT m teats 11 e, ] a tl tm9 F S x L r....r"wr,r w+ ra rm ------ woes. --•a-- d..u. --x-- • NOTICE COUNTY OF SUFFOLK © K v SOOTROLD SECTION ND Real Property Tax Service Agency v u of E ---- w ___ ` ��--• �, Gun1YGn4xPlr•muG,NY110E1 M B 015 P 0 min x0 1000 PROPERTY MAP J OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �®f S®Q��� P.O. Box 1179 54375 State Route 25 Southold,®�® Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � �3 Telephone: 631765-1938 www.southoldtownny.gov O a� PLANNING BOARD OFFICE , E C E 0 V E TOWN OF SOUTHOLD JAN - 7 2019 Southold Town MEMORANDUM Board ofTrustees To: John Bredemeyer, President Town of Southold Board of Trustees From: Brian Cummings, Planner &L t"� � 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