Loading...
HomeMy WebLinkAbout327 Whites Path - PlansDirections From Major City or Highway FROM 1-90, TAKE EXIT 11A ONTO RAMP TOWARDS I-495, TAKE 1-495 TILL ROAD CHANGES NAMES TO SR -25, THEN TAKE EXIT 2 TOWARDS US -6. KEEP RIGHT AND TAKE THE FOURTH EXIT AT THE ROUNDABOUT ONTO US -6, THEN AT NEXT ROUNDABOUT TAKE THE FIRST EXIT ONTO US -6. FROM US -6 TAKE EXIT 8 (YARMOUTH). BEAR RIGHT ONTO STATION AVE, TURN LEFT ONTO WHITES PATH, SITE NAME SITE IS LOCATED AT 327 WHITES PATH AND WILL BE ON THE RIGHT. SITE ID: �I ...:a„wrr,»ueekI DIRECTIONS • INTERNATIONAL )&, YARMOUTH 881451 ADDRESS: 32 r WHITES FAH YARMOUTH, MA 02664 SITE DRAWINGS SHEET NUMBER DESCRIPTION T1 TITLE SHEET Z1 GENERAL NOTES Z2 OVERALL SITE PLAN Z3 ENLARGED SITE PLAN Z4 TOWER ELEVATION Z5 DETAILS Z6 DETAILS Z7 DETAILS Z8 DETAILS PROJECT DIRECTORY APPLICANT: GLOBAL SIGNAL ACQUISITIONS LLC C/O CROWN CASTLE USA INC. 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CONTACT: JIM DONAHUE - (781) 771-1111 ENGINEER: INFINIGY ENGINEERING, PLLC 11 HERBERT DRIVE LATHAM, NY 12110 CONTACT: STEVE BLEVINS - (518) 690-0790 r LATITUDE: 410 41'26.05" N LONGITUDE: 70° 11' 18.42" W PARCEL No.: MAP: 109 LOT: 93.1 ZONING DISTRICT: DISTRICT BUSINESS 3 ZONING JURISDICTION. t TOWN OF YARMOUTH CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 1. 780 CMR (COMMONWEALTH OF 5. ANSI/TIA/EIA-222-F MASSACHUSETTS STATE BLDG CODE 2. ELECTRICAL - 527 CMR 12.00 3. FIRE PREVENTION - 527 CMR 4. INTERNATIONAL MECHANICAL CODE DIG ALERT: CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING: 1-888-344-7233 EMERGENCY: CALL 911 ! J»�.wiMW:�s :xwe..� ari�M.�«�.«-n�.,.ww.wiwM'weaeriu+Mta:®unt�. � 8i•: •.M +»k�+^AGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER .wanes � cd*+�*uiM t++ei 4.+M++wn:* m�+nw+W�+l i w+l. W,nww:c-..a�.+:y9h n*R. ww-�.u..,�..=:a�s.r}.,.+;n+,e�..;v -. ,u}wadti-n�.r..nwvFavw.,:rro�awahw9ti++.�Wt... j Y�wha�=w..aw*�A*.SMsb F:-M.sanmmMLLM�w I I rc • � • � OR SEWER REQUIRED. NAME: NAME: NAME: NAME: NAME:I ( DATE: DATE: DATE: DATE: DATE: 1 I 7�9�Y+arwd:mm;w�..._......s.6.«,.,y,.:.,..w+.,«..,++.w.ww.�.:ix�...,..oe:o+,s...«+m..-s�uameaxw..w.+s. uF®iX+an,.rnw�...+,wr„w�.,,a.:.,�..�l.w.�w�.,aw.w.w.+.:. k�a *aAwcamera .. .. Tw;n+�v>. :. I,vs+ewv+yew.p:�af�l+>.t»i�r.-o,wM*wauum+..we•ry,�-+wwrrr.. '.e+5wmw+l v-:' mar.. k...r.+.*:r...:.». ..n...:.,..�.w.«,., 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g engineering 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS OF IJA ER ti\ - �m ML H 9545 �SfOfJAIE�� DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918/10 CARRIER NAME: N/A SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE TITLE SHEET SHEET NUMBER T1 om m m M 7) � � M U) U) U) w z z z _ w w w i J D J U U U z o_ W W W oo(- D_o_ n 0 r) 0 w w w w U 07 U) U) Lu o Ln E ry o 0 0 0 o zw (n LO N Q c ¢ 0 O O N r r O 0_ Z O N r) DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918/10 CARRIER NAME: N/A SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE TITLE SHEET SHEET NUMBER T1 A NOTE GENERAL m 1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, ANTENNA SUPPORT BRACKET NOTES 9. A CHAMFER 3/4 SHALL BE PROVIDED AT ALL EXPOSED EDGES CONCRETE, UNO, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL 1. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL .OF 1N ACCORDANCE WITH ACI 301 SECTION 4.2.4. DISCREPANCIES REPORTED TO THE ENGINEER. COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY 10. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER 2. DO NOT CHANGE SIZE `NOR SPACING OF STRUCTURAL ELEMENTS. OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR 3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS. APPLYTO SIMILAR .CONDITIONS DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH m . UNLESS' OTHERWISE NOTED. - DESIGN LOADS, AND ALL OTHER PERTINENT DATA. ALL SUBMISSIONS SHALL BEAR OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE APPROVAL WHEN DRILLING HOLES IN CONCRETE. THE WORK IS BEING PERFORMED. 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE 2. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. ANTENNAS COAXIAL CABLES AS SHOWN. IN ACI -301. 6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, ' 13. DO NOT WELD OR TACKWELD REINFORCING STEEL VENTS, ETC.. BEFORE COMMENCING. WORK. ANTENNA CABLE NOTES 14. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING UPON SATISFACTORY COMPLETION OF SWEEP TEST, CONTRACTOR SHALL WEATHERPROOF EXPOSED GROUNDS AND ALL EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE MATERIALS OR SHALL BE REPORTED TO THE. OWNER PRIOR TO .REMEDIAL ENDS OF COAXIAL CABLE. BEFORE START OF COONCRNCR ETE PLACEMENT.: w .CONDITIONS OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL, 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION 8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, STRUCTURAL STEEL NOTES AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. AND COORDINATE .HIS WORK WITH THE WORK OTHERS. J 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 9. IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL A A FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. W OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT STEEL FOR BUILDINGS": DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES, OR FORMWORK. INTERRUPTED. 2. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION 18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ASTM A36 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING ORDERLY' SITE, YARD AND 'GROUNDS. REMOVE AND DISPOSE OFF SITE FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, AND PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. ALL RUBBISH,' WASTE MATERIALS; LITTER, AND ALL FOREIGN SUBSTANCES. WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO 20. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT CONFORM TO APP LI CABLE REMOVE PETRO -CHEMICAL SPILLS, STAINS AND OTHER FOREIGN COMPLETION OF THE WORK. "THROUGH ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, w DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. 3. DO NOT PLACE HOLES STRUCTURAL STEEL MEMBERS EXCEPT AS CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER 11. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. FOR 7 DAYS MINIMUM. , GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN 4. CONNECTIONS: o THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM A. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL m SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES CONSTRUCTION ", 9TH EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE CIVIL LEGEND p IN THE AREA MAY BE SHOWN OR MAY NOT- BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN TO GALVANIZED COATING SHALL BE REPAIRED. .EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR B. BOLTED CONNECTIONS) SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS BLAST, CALL 1-888-344-7233. 3/4 DIA AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. EXISTING PROPOSED 12. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING C. NON-STRUCTURAL CONNECTIONS FOR STEE!_ GRATING MAYUSE 5/8" DIA. � WATER VALVE OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND UTILITY POLE fl w THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE. APPROVAL BY ENGINEER. GV D4 GAS VALVE D4 13. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND FIRE HYDRANT ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE CONCRETE NOTES (n DURING THE PERFORMANCE OF THIS CONTRACT. IN DROP INLET p 14. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM 0 TREE DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 VARIES BEFORE DISTURBED AS DETERMINED BY THE OWNER OR 'OWNER'S "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING > UTILITY POLE GUY WIRE REPRESENTATIVE: • CODE REQUIREMENTS FOR REINFORCED CONCRETE"; W 15. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR x FENCE LINE x 16: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND TO PLACING CONCRETE. SILT FENCE INCURRING THE COST OF ALL REQUIRED PERMITS, INCLUDING, BUT 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (f1.5%) WITH cn Lu NOT LIMITED TO, THE BUILDING" PERMIT, INSPECTIONS, A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28 -DAY COMPRESSIVE �� BUILDING LINE CERTIFICATES, ETC. - STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. w WATER LINE - 17. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE 4. MAXIMUM AGGREGATE SIZE SHALL BE 1 ", - W a MONUMENTATION. ANY. MONUMENTATION DISTURBED OR DESTROYED, G GAS LINE G AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE 5. THE FOLLOWING MATERIALS SHALL" BE USED: SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE PORTLAND CEMENT: ASTM C 150, TYPE I E ELECTRICAL LINE E 0 SUPERVISION OF A LICENSED LAND SURVEYOR: ' REINFORCEMENT: ASTM A 185 T TELEPHONE LINE T 18. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING NORMAL WEIGHT AGGREGATE: ASTM C 33 .SHALL BE DONE IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION. WATER: DRINKABLE --`----------- UNDERGROUND ELEC. LINE ---------------- 19. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE ADMIXTURES: NON -CHLORIDE CONTAINING ---------------- UNDERGROUND TELE. LINE ---------------- OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION 2ao 20. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE OF ACI 315. CONTOUR LINE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITYn OWNER. NOTIFY THE OWNER OR OWNERS REPRESENTATIVE AND THE UTILITY 7. REINFORCING' STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED + 95.65 SPOT ELEVATION +95.65 Z VERY CONNECTION TO EXISTING SYSTEMS IS MADE. OWNER BEFORE EACH AND EVE UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 rn 21. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS "B" 22. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY . AND ALL HOOKS SHALL BE STANDARD, UNO. X REPRESENTS DETAIL NUMBER THE OWNER OR OWNER'S REPRESENTATIVE THE DRAWINGS. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: X - REF. DRAWING NUMBER OR PAGE WHERE CALLED OUT 23. THE SITE TO PROVIDE POSITIVE CONTRACTOR SHALL GRADE ALL AREAS ON TH o Q DRAINAGE 'AWAY FROM THE EQUIPMENT PAD AND THE TOWER. CONCRETE CAST AGAINST EARTH ........ 3 IN. 24. ALL IMPROVEMENTS TO CONFORM WITH LOCAL JURISDICTION CONSTRUCTION CONCRETE EXPOSED TO EARTH OR WEATHER: STANDARDS AND SPECIFICATIONS, LATEST EDITION. #6 AND LARGER .................. ..............2 IN. #5 AND SMALLER & WWF ... ..............1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: Ln c SLAB AND WALL.................................3/4 IN. O71 N BEAMS AND COLUMNS ........................1 1/2 IN. 61 ?A? wNSTL E INTERNATIONAL 2000 CORPORATE DRIVE I CANONSBURG, PA 15317 infinig e n g i n e e r i n ga 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS 0F1Lfq�scyN L y o. 9545 Q -01 HAL DRAWN B® CHECKED BY: SJB DRAWING DATE: 918/10 CARRIER NAME: NIA SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE GENERAL NOTES SHEET NUMBER i m m > - TM! m coU) I- z z w> w w w J J J W U U U af ZLli w w m w o a m m p Q_ o m 0 o w w w UU>) (n W cn Lu W W o � cif a � 0 0 0 cn o_ Z H� rn o 0 o Q Ln c O71 N O of Z O , N r� DRAWN B® CHECKED BY: SJB DRAWING DATE: 918/10 CARRIER NAME: NIA SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE GENERAL NOTES SHEET NUMBER i STATE HIGHWAT / w„", - _� �� ` 0, r -_- HIGHWAY /ROUTE 6 (WEST) STATE HIGHWAY / MIDCAPE — i ''--- HIGHWAY / ROUTE 6 (EAST) Z � � PROPERTY CKLINFROM APPROXIMATE LOCATION OF EXISTING ZONING \ i BOUNDARY LINE \ WHITES PATH I V MAP: 109 LOT: 93.1 N/F J&B NOMINEE TRUST P.O. BOX 775 I AP: 109 DENNIS, MA 02836 I OT: 92 \ AREA = 1.08 ACRES - - EXISTING BUILDING (TYP.) I I I I I I MAP: 109 LOT: 96 MAP: 109 66 II 410, II � MAP: 109 i LOT: 94 / 00 � o LOT: 95 j I \ � t 1 I � MAP: 109 I \\ _260, LOT: 25.1 t I I MAP: 109 M 1 \ ` LOT: 93.2 Z3 l t I I MAP: 109 \ LOT: 91 :' a \ AP: 109 OT: 91 \ 1-440' REARDON CIRCLE MAP: 109 LOT: 27 i `\_ - - - - - - - - - - - - - - - - - - - - - - GRAPHIC SCALE (D' OVEALL -SITE PLAN 100' ` 0 100SCALE: SCALE: 1 " = 100' APPROXIMATE LOCATION OF EXISTING TREELINE (TYP.) NG RESIDENCE (TYP.) OF WAY —EXISTING PROPERTY LINE (TYP.) PROPOSED TOWER TO PROPERTY SETBACKS LINES NORTH SETBACK = ±197' EAST SETBACK = 1141' SOUTH SETBACK = ±7' WEST SETBACK = ±34' BASEMAPPING PREPARED FROM INFORMATION OBTAINED ATA SITE WALK BY INFINIGY ENGINEERING AND INFORMATION PROVIDED BY CROWN CASTLE, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY RY INFINI(;Y F-MrIlnirrmKir, ff TL E INTERNATIONAL � 2000 CORPORATE DRIVE CANONSBURG, PA 15317 inf nig e n g in e e r i n g coot 11 Herbert Drive Latham, NY 12110 (518) 690-0790 L. SPACE RESERVED FOR PROFESSIONAL SEALS y .39545 ,� G7oTE`•�N``a`�4�/a SJON.ALIE i I EXISTING BUILDING EXISTING PARKING LOT—/ EXISTING UTILITY BACKBOARD TO BE REPLACED AS REQUIRED TO SUPPORT APPROXIMATE EXISTING 1 PROPOSED INSTAIIATION(S) (PFNntir PROPERTY LINE (TYP.) r EXISTING T -MOBILE 1 GENERATOR PAD rr I EXISTING 12' GATE 1 EXISTING 55'X60' FENCE COMPOUND (TYP.) I - `�-___------- -� - RELOCATED AT&T PROPANE TANK 1 2 I` EXISTING TOWER TO BE EXISTING METER BOARDIII H' REMOVED (BY OTHERS) (TO BE REMOVED) II. 2' RELOCATED 10OKW ( T GENERA TOR 1 IIX � METRO PCS 10'x16' EQUIPMENT AREA I F'T- 7 1I EXISTING L I1 -T -MOBILE PAD III EXISTING ICE BRIDGE i (TYP. OF (2)) I I �x EXISTING UNDERGROUND II AT&T PROPANE TANK (TO 111 f43' BE RELOCATED) K zx I PROPOSED VERIZON PPIRELESS I` 12 x30' EQUIPMENT SHELTER iI II N N II t4.5' I• Ix II %_—% EXISTING CROWN CASTLE i ROOM: 1 I I EXISTING 1 i PARKING LOT i .EXISTING AT&T MOBILTY I 1 ROOM: 2 f 126' I PROPOSED 6' HIGH 1 CHAIN LINK FENCE EXISTING 10OKW I GENERATOR (TO BE I RELOCATED) *� I N I> ±20' PROPOSED 12' WIDE 1 ACCESS GATE u, PROPOSED TREE ZINE f86 EXISTING TREE LINE (TYP.) I 2 PROPOSED LIGHTSQUARED Z6 7'X7' LEASE AREA W/ NEW BBU CABINET WITH NOKIA FLEXI SYSTEM MODULE ON PROPOSED f300' 1 CONCRETE PAD LATTICE TONER Z� I PROPOSED ICE 1 I BRIDGE (TYP.) Z6 I GRAPHIC SCALE 1 ENLARGED SITE PLAN 20' 0 20 -- SCALE: SCALE: 1 " 20' BASEMAPPING PREPARED FROM INFORMATION OBTAINED AT A SITE WALK BY INFINIGY ENGINEERING AND INFORMATION PROVIDED BY CROWN CASTLE, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY BY INFINIGY ENGINEERING. 17.A"�I®�RI�11�11 C&O w E INTERNATIONAL 12000 CORPORATE DRIVE I CANONSBURG, PA 15317 i n f i n i g e n g i n e e r i n g 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS "OFMgssgo o py e GP R o y 9545 -T r, }A S$rarrO' DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8/10 CARRIER NAME: NIA SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER Z3 m m m m r w z z z w w w W J J D U U U � z w w m w O m m m a a W 0 0 U � to V) to m > > D o Lf) ofG' 0 0 0 O z W M N N O Q o N W O 0 Z O N r') DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8/10 CARRIER NAME: NIA SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER Z3 TOP OF LIGHTNING ROD =±320' AGL TOP OF BEACON LIGHT -±316' AGL _ TOP OF TOWER = ±295' AGL MOUNTING ELEVATION OF WOCN ANTENNAS ±295' AGL / _ ±305' AGL OF USA MOBILITY/RDC COMMUNICATIONS/LOJACK ANTENNAS = ±293' AGL OF AT&T MOBILITY ANTENNAS = ±287' AGL OF RDC COMMUNICATIONS ANTENNAS = ±280' AGL OF RDC COMMUNICATIONS/DATA RADIO MANAGEMENT ANTENNAS ±250' AGL p OF ARINC/RDC COMMUNICATIONS/DECOMMISSIONED AT&T/METRO PCS ANTENNAS = ±205' AGL OF PROPOSED LIGHTSQUARED ANTENNAS = ±195' AGL OF SPRINT ANTENNAS = ±186' AGL OF WOCN ANTENNA = ±173' AGL OF T -MOBILE ANTENNAS = ±168' AGL q OF VERIZON WIRELESS ANTENNAS = ±160' AGL OF AT&T MOBILITY ANTENNAS = ±148' AGL OF AT&T MOBILITY ANTENNAS = ±141' AGL OF AT&T MOBILITY ANTENNAS = ±114' AGL _ OF CAPE COD ALARM ANTENNAS = ±21' AGL II L--------- J L --------- J PROPOSED TOWER ELEVATION -- NOT TO SCALE 2 EXISTING TOWER ELEVATION -- NOT TO SCALE * METRO PCS APPROVED VIA SPECIAL PERMIT, BUT NOT INSTALLED ON THE TOWER TO DATE. 0A0 N® S�,E INTERNATIONAL 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g engineer1ngo< 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS ��kpy'tH OF M,1s cy � ria A=L � KRB y 545 m m ANTENNA INVENTORY TABLE co CARRIER ELEVATION ANTENNAS ON EXISTING TOWER ANTENNAS ON PROPOSED TOWER WOCN 305 FT. (1) SHIVELY LABS 6810-3 (1) SHIVELY LABS 6810-3 LOJACK 293 FT. (1) DECIBEL DB809T3E-XC (1) DECIBEL DB809T3E-XC RDC COMM. 293 FT. (1) MARK P-9A48GN-U (1) MARK P-9A48GN-U RDC COMM. 293 FT. (2) DECIBEL D8909XVTE-M (2) DECIBEL DB909XVTE-M RDC COMM. 293 FT. (1) DECIBEL DB809KSE-YO (1) DECIBEL DB809KSE-YQ RDC COMM. 293 FT. (2) DECIBEL DB806-XC (2) DECIBEL DB806-XC USA 293 FT. (1) DECIBEL DB589 (1) DECIBEL DB589 MOBILITY RDC 293 FT. (1) DECIBEL DB812K-Y, (1) DECIBEL DB812K-Y, COMM. (1) DECIBEL DB540K-E (1) DECIBEL DB540K-E AT&T 287 FT. (6) KATHREIN 782-10250, (6) KATHREIN 782-10250, MOBILITY (6) KATHREIN 800 10122, (6) KATHREIN 800 10122,.. - (2) KATHREIN 860 10025, (2) KATHREIN 860 10025, ILLI (5) POWERWAVE LGP12104, (5) POWERWAVE LGP12104, (4) COMM COMP INC TTA -186 (4) COMM COMP INC TTA -186 RDC 280 FT. (1) DECIBEL DB540K-E,` (1) DECIBEL DB540K-E, COMM. (2) DECIBEL DB812KE-Y (2) DECIBEL DB812KE-Y DATA 250 FT. (1) DECIBEL DB616D (1) DECIBEL DB616D RADIO �on_o_o_ MANAGEMENT RDC 250 FT. (1) DECIBEL DB616D, (1) DECIBEL DB616D, COMM. 1 DECIBEL DB540K-E 1 DECIBEL DB540K-E METRO PCS 205 FT. N/A (3) KATHREIN 86010118, (3) KATHREIN 800 M504 RDC COMM. 205 FT. CYCLONE 5750-120 CYCLONE 5750-120 RDC COMM. 205 FT. DECIBEL DB846H90-SX DECIBEL DB846H90-SX RDC COMM. 205 FT. DECIBEL DB616-AB DECIBEL DB616-AB RDC COMM. 205 FT. COMPROD 874F-70HDSMB COMPROD 874F-70HDSMB RDC COMM. 205 FT. DECIBEL DB810T3E-XT DECIBEL DB81OT3E-XT RDC 205 FT. (3) DECIBEL DB540K-E (3) DECIBEL DB540K-E COMM. w vi E>j ARINC 205 FT. (1) SINCLAIR SD110-SFXPASNM (1) SINCLAIR SD110-SFXPASNM LIGHTSOUARED W -FT. oLo- N/A (3) ARGUS HPX308B SPRINT 186 FT. (3) EMS WIRELESS FR90-16-02DP, (3) EMS WIRELESS FR90-16-02DP, (6) EMS WIRELESS KRY 112 15 (6) EMS WIRELESS KRY 112 15 WOCN 173 FT. (1) ANDREW PARE -59A (1) ANDREW PAR6-59A T -MOBILE 168 FT. (3) RFS APXV18-209014-C, (3) RFS APXV18-209014-C, (3) RFS APXI6DWV-S-E-A20 (3) RFS APXI6DWV-S-E-A20 o_ (6) EMS KRY112 15, (6) EMS KRY112 15, (3) ERICSSON KRY112 71 (3) ERICSSON KRY112 71 VEREON 160 FT. N/A (6) RYMSA WIRELESS AT 41-645M (3) WIRELESS RYMSA WIRELESS MG D5-800TX, (3) KATHREIN 840 21240, o Q (6) ANDREW 641280 -DF AT&T 148 FT. (1) ANDREW P4-105 (1) ANDREW P4-105 MOBILITY AT&T 141 FT. (1) ANDREW PAR6-59A (1) ANDREW PAR6-59A MOBILITY O O N AT&T 114 FT. (1) ANDREW P4-105 (1) ANDREW P4-105 MOBILITY CAPE COD 21 FT. (1) MAXRAD MYA-9309 (1) MAXRAD MYA-9309 ALARM * METRO PCS APPROVED VIA SPECIAL PERMIT, BUT NOT INSTALLED ON THE TOWER TO DATE. 0A0 N® S�,E INTERNATIONAL 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g engineer1ngo< 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS ��kpy'tH OF M,1s cy � ria A=L � KRB y 545 DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918110 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE TOWER ELEVATION SHEET NUMBER Z4 m m m co ED (ci w cin W z z z w w w > U U U ILLI Z of w w w �on_o_o_ o w w w U) V) L w vi E>j w rj oLo- o- O:� 0 0 0 o_ Z w O)o O o Q � In O O N w o 0_ Z O — N �ro DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918110 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE TOWER ELEVATION SHEET NUMBER Z4 CASTLE INTERNATIONAL 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g e n g i n e e r i n g 000( 11 Herbert Drive Latham, NY 12110 _ (518) 690-0790 STRETCHER BARS MIN. 4 FASTENERS (HOG RINGS) 10'-0 MAX 6'-0" 6'-0" PER 2-1/2" 0 NPS LINE POST (TYP.) 3 ROWS ALUMINIZED SPACE RESERVED FOR PROFESSIONAL SEALS 4 0 NPS BARBED WIRE GATE KEEPER BRACKET ANGLE BARBED WIRE 4" 0 NPS GATES GATE POST (TYP.) 45' ON ALL SIDES (TYP.) GATE POST (TYP.) GATE FRAMEHOFrwgsA 2" 4 SCH. 40 1 1/2" 0 NPS TOP RAIL og��ryise5s STRETCHER & BRACE SCH. 40 (TYP.) .,, , 3 4 NPS CORNER p BARS (TYP.) o POST (TYP.)TYPICAL 545Ld e f2-1/2" 0 NPS STYMIE LOCK ss��\�w�E. LINE POST (TYP.) roNAV 0 2" GALV. MESH #9 GA. o m FABRIC (TYP.) m - io m m m m m BOTTOM TENSION WIRE #7 GA. - ALUMINIZED V) V) w cn N COIL WIRE FINISHED GRADE � �� - i is : is _ • � � I = � I � I(= IIII�IIIII�IIIII�IIIII�IIIII�It: ';: = III IIIII�II I� FENCE FABRIC TO BE FLUSH STYMIE LOCK / GATE WITH TOP OF FINISHED GRADE z r. TRUSS RODS (TYP.) KEEPER BRACKET r7 .•'.icr 2'-0" 2'-0" GATES a- CONCRETE FOUNDATION GATE HOLD BACK LOCATED 1 FT Ofw w 10" x 36" (TYP.)' OFF FACE OF FENCE (TYPICAL FOR 2 PLACES) o NOTE: TOP OF CHAIN LINK FENCE (FABRIC) 00 0 TO BE SMOOTH SIDE OF FENCE (n 0 Q) O N FABRIC/W CUT SIDE TOWARD THE 2 STYMIE LOCK DETAIL GROUND. � Z p N - - NOT TO SCALE DRAWN BY: SJB za�TYPICAL FENCE DETAIL CHECKED BY: SJB DRAWING DATE: 9/8110 - - NOT TO SCALE CARRIER NAME: N/A SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER Z5 . ... .«. .: .. a..at ......:. -� za '.a,.`... ..c ... . ... ...... :...... ..... .. _.. Y .. 'w �. ...M u... n.._...... ... .. .. ... .a u.. a ... ._ .. ..... . t... u _. .<.....w.. ...... ..r ..+c .i... a..0 .. ... ... ... _.._. .._. .._ .. .sa... a.. _. n. ._.... ..� �. ur.. ..v. ......, a..-. . .. .. Y _ .. .. .. m w z z z w w w J J J U U U Z m w w w ooaaa. o00 o w w � 0 0 0 0 U) W N .- r� (TYPICAL) SELF SUPPORTING ICE BRIDGE KIT. CROWN CASTLE CAT # 600.004 PROD CAT # 800577 0 e • • • • e HORIZONTAL TRANSMISSION LINE HANGER BRACKETS • • • • • e COAXIAL CABLE SUPPLIED BY THE CARRIER AND INSTALLED BY CONTRACTOR —3-1/2"0 GALV. STEEL PIPE COLUMN POST C) CROWN PIER FOR DRAINAGE: CONCRETE TO BE POURED BELOW FINISHED GRADE T/ FINISH GRADE T/ SUBGRADE =1 i 1=1 I FI I I— i =1 11=1 I I=1 I TCD4.I co 5 MINIMUM 3000 PSI CONCRETE MIN. * CONCRETE FOOTER TO BE MIN. 36" BELOW GRADE OR 6" BELOW FROST LINE (WHICH EVER IS GREATER) NOTE: - TYPICAL DESIGN FOR CROWN OWNED ICE BRIDGE; USE CUSTOMER SPEC. - SECURING ICE BRIDGE TO TOWER FOUNDATION IS ABSOLUTELY PROHIBITED - NO ICE BRIDGE SHALL NOT BE LOWER THAN 7' FROM GRADE TO BOTTOM OF ALTHREAD AS SHOWN. NO ICE BRIDGES SHALL BE INSTALLED IN AWAY THAT WOULD RESTRICT ACCESS TO OTHER CUSTOMERS ON SITE OR ANY FUTURE INSTALL AREAS. DjNOT YPICALCEBRIDGE DETAIL TO SCALE 2'-0" BUFFER TOP OF TOWER OR MONOPOLE 4" CLASS #2 CHANNEL LINE FOUNDATION STONE OR RIP RAP, IF REQ'D 3/4" CHAMFER 6 I F—T/ FINISHED STONE MAT —III_ e ♦ d _ d ea. do a' LESS THENMIN 2 TO 1 �- 1 SLOPE 2 TO 1 SUBGRADE PROOF 3'-0" SLOPE ROLLED/COMPACTED DRAINAGE FLOWLINE 2 . SITE COMPOUND AREA SURFACING — — NOT TO SCALE 61 CASTL E INTERNATIONAL Af 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g e n g i n e e r i n g(> 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS rA ,ri© DRi NOTES: (UNLESS NOTED OTHERWISE) -USE OF SWALES AND/OR DRAINAGE m DITCHES FOR PROPER WATER RUNOFF AS NEEDED. -AGGREGATE IS BASED ON STANDARD AASHTO. —SLOPE NOT TO EXCEED 1/4" PER FOOT. TO MAX. GRADE OF 6" FROM CENTER OF LINE POST WITH COMPOUND TO EACH FENCE LINE CHAIN LINK FENCE —SUB -GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS. 4" OF DGA STONE (1" OR LESS -FINISH GRADE SHALL BE COMPACTED BY WITH FINES AND DUST) SMOOTH DRUM VIBRATOR ROLLERS WEIGHING AT LEAST EIGHT TONS. 4" OF #3 STONE (3" TO 4" STONE CLEAN) CLASS 4 GEOTEXTILE MATERIAL F—"MIRAFI-500X" (OR EQUAL) TOP OF TOWER OR MONOPOLE 4" CLASS #2 CHANNEL LINE FOUNDATION STONE OR RIP RAP, IF REQ'D 3/4" CHAMFER 6 I F—T/ FINISHED STONE MAT —III_ e ♦ d _ d ea. do a' LESS THENMIN 2 TO 1 �- 1 SLOPE 2 TO 1 SUBGRADE PROOF 3'-0" SLOPE ROLLED/COMPACTED DRAINAGE FLOWLINE 2 . SITE COMPOUND AREA SURFACING — — NOT TO SCALE 61 CASTL E INTERNATIONAL Af 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g e n g i n e e r i n g(> 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS rA ,ri© DRi DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918110 CARRIER NAME: NIA SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER 6 m m m m --.17) 7) 7) mWtoWto W z z z w w w W D J J U 0 U O_ Of CK Z w w wLij 0 0 Q_ w w O- 0 0 0 0 w w w cn D — — — w v) wl 0 (n C_ O' i1 0' 0 0 0 0 Z 0 0 o Q In 0 m O N O' Z O •- N r7 i I DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 918110 CARRIER NAME: NIA SITE NUMBER: NIA SITE NAME: NIA SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER 6 W o zo w w CADWELD TYPE NC CADWELD TYPE GT THERMOWELD TYPE CR -17 THERMOWELD TYPE CR -2 DOUBLE CABLE TO GROUND ROD HORIZONTAL TO GROUND ROD GROUND ROD DETAIL - - NOT TO SCALE - TYPE TA IIS NOT PERMITTED TYPE GR TYPE SV i I IIS � i TYPE PH TYPE KA TYPE VS CADWELD - 2/0 AWG BARE STRANDED TINNED COPPER WIRE, ANIXTER CAT. #1A-0201 OR APPROVED EQUAL COPPER CLAD GROUND ROD 5/8"OX10'-0" LONG NOTE: GROUND ROD SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) 2 GROUND ROD DETAIL - - NOT TO SCALE ii,L*yjiffrrr_. 8" PVC PLUG f_ .. T/FINISH GRADE 8" PVC CPLG. (THRD.) co Q�� o DOQO�o� C SUBGRADE `° #2 SOLID (TEST LOOP) NOTCH SIDES OF 8" PVC SCH 40 0 HTEL WARNING TAPE PIPE TO ALLOW EXIT/ENTRANCE OF GROUND RING WIRE iil—i iiii— TRENCH BOTTOM 2/0 TINNED CU EXTERNAL TOWER GROUND RING WIRE _CADWELD TEST LOOP TO GROUND RING WIRE COPPER CLAD GROUND ROD NOTE: GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER 1S GREATER) AS PER N.E.C. ARTICLE 250-50(D) 3 INSPECTION PORT DETAIL - - NOT TO SCALE `—TWO -HOLE COMPRESSION LUG GROUND BAR NOTES 1. SECURE TO INTERIOR OR EXTERIOR WALL w/ S.S. LAG HARGAR CAT # GBB-1442-G OR APPROVED EQUAL 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL. USE INSULATORS WHEN ATTACHING TO BUILDINGS OR SHELTERS 4 CADWELDS (TYPICAL) -- NOT TO SCALE /5 \ GROUND BAR DETAIL FTWO-HOLE COMPRESSION LUG BURNDY CAT #YA2C2TC38E2 OR APPROVED EQUAL HEX BOLT #2 GND - _ r--� LOCK WASHER USE 1/4" FOR FLAT WASHER ATTACHMENT TO METAL ENCLOSURES COPPER SHEILD & 3/8" FOR ZZ ATTACHMENT TO GROUND BARS GROUND BAR ORR�� FLAT WASHER METAL ENCLOSURE CIF LOCK WASHER HEX NUT INSTALLATION NOTES: 1. BOLTS, WASHERS, AND NUTS SHALL BE STAINLESS STEEL 2. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 4. APPLY COPPER -SHIELD COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 5. ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY GROUNDED TO THE TOWER EGR. (PAINTED METAL SURFACES MUST HAVE SMALL SECTION OF PAINT REMOVED BEFORE INSTALLATION, AND SHALL BE SPRAYED LIGHTLY WITH CLEAR COAT LACQUER FINISH). 6 GROUNDING TO FLAT SURFACES (TYPICAL) — — NOT TO SCALE eS wIVOTL E INTERNATIONAL 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g engIneerIngC:o� 11 Herbert Drive Latham, NY 12110 (518)690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS � SM OFhj.4 s\F V a c y ;Tpv r DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8/10 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER M m m M m cn cn � N W z z z _> w w w J J J W U 0 0-1U ZofW w W O a_ IZ a- a_ ir0000 V) U) V) V) V) �i �j w o o- o- of 0 0 0 0 Z W rn N U) 0 a) O N w o Or Z DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8/10 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER 0 C O 1V® (ASE INTERNATIONAL y 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g e n g i n e e r 1 n gC�w 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS M m m BARBED WIRE CADWELD 2/0 GROUND WIRE TO BASEPLATES ONLY, NEVER D 7) � CADWELD TO MONOPOLE TOWERS OR HOLLOW LEG SST. CONTRACTOR TO REMOVE AND w cn cn CORNER CLEAN PAINTED OR RUSTED SURFACES BEFORE FENCE POST CADWELDING. PAINT SURFACES AFTER INSTALLATION PER TOWER STEEL CROWN STANDARDS. w FENCE FABRIC 2'-0" RADIUS BEND w w IF (MINIMUM, TYP.) J J J SUBGRADE - — — —�—1 — --� —�)—_ —_ U U U #2 AWG BARE SOLID TINNED __ EIIELI l r=� l 1=� i �, COPPER WIRE CADWELD TO =� -i CD -� ,=-� #2/0 TINNED STIR. CU (TYP.) EXTERIOR GROUND RING AND FENCE POST CADWELD TO SIDE OF COPPER CLAD POST 6" ABOVE FINISH GROUND RING WIRE W GROUND ROD GRADE 2/0 AWG BARE O 0_ D_ D_ TINNED CU �o FINISH GRADE STR. (TYP.) C) 0 0 0 2/0 AWG BARETINNED III TOWER FOUNDATION 0 STIR. CU (TYP.) III J NOTE: L — ALWAYS CADWELD TO SIDE OF FENCE to 07 COPPER CLAD GROUND POST TO PREVENT TRIPPING HAZARD ROD 3/4" x 10' LONG — MECHANICAL GROUNDING CONNECTIONS ARE PROHIBITTED � w W -TOP OF FENCE FABRIC SHALL BE LEVEL, o Ln CUT SIDE OF FENCE FABRIC TO BE o: E INSTALLED TOWARD THE GROUND, AND 0 0 0 SMOOTH SIDE TO BE INSTALLED TOWARD THE BARBED WIRE. TOWER GROUND DETAIL — — NOT TO SCALE 2 FENCE GROUNDING DETAIL rn in N — — NOT TO SCALE GATE FENCE POST CADWELD CONNECTIONS 2 Q GATE JUMPER 2/0 \ \ \ AWG WELDING CABLE - LnN 0 rn O CADWELD TO SIDE OF W POST 6" ABOVE FINISH GRADE of Z 00 N n FINISH GRADE #2 AWG BARE SOLID TINNED COPPER WIRE TAIL FROM FENCE POST CADWELDED 2" MAX. TO 2/0 CU EXTERIOR GROUND RING +/— 12" FROM FENCE POST 3 GATE GROUNDING DETAIL -- NOT TO SCALE 0 C O 1V® (ASE INTERNATIONAL y 2000 CORPORATE DRIVE CANONSBURG, PA 15317 i n f i n i g e n g i n e e r 1 n gC�w 11 Herbert Drive Latham, NY 12110 (518) 690-0790 SPACE RESERVED FOR PROFESSIONAL SEALS DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8110 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER Z8 M m m m D 7) � --;I M w cn cn cn w w w w J J J w U U U 0_ Of Z 0_ W W WLd O 0_ D_ D_ D_ 0 0 0 0 w w w to 07 V) � w W o Ln of o: E 0 0 0 0 Z w rn in N 2 Q \ \ \ \ LnN 0 rn O W 0 of Z 0;— N n DRAWN BY: SJB CHECKED BY: SJB DRAWING DATE: 9/8110 CARRIER NAME: N/A SITE NUMBER: N/A SITE NAME: N/A SITE NAME YARMOUTH BUSINESS UNIT NUMBER 881451 SITE ADDRESS 327 WHITES PATH YARMOUTH, MA 02664 BARNSTABLE COUNTY UNITED STATES SHEET TITLE DETAILS SHEET NUMBER Z8