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HomeMy WebLinkAboutBP-98-398 (278 South Sea Ave)kki GENERAL NOTE 1. THE CONTRACTOR SHALL GIVE ALL NOTICES MO COMPLY IM ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SMALL BE IN STRICT ACCORDANCE PATH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3, THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE DMNIPOINT REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 4 THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS - 6. THE CONTRACTOR SHALL OBTAN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS / CONTRACT DOCUMENTS 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURERS / VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALI PORTIONS OF THE WORK UNDER THE CONTRACT. PROJECT SUMMARY SITE NUMBER: R -11065A SITE NAME WEST YARMOUTH INOMNIPOINT 50 VISION BOULEVARD EAST PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 SITE ADDRESS: 278 SOUTH SEA AVENUE I I I ,�M WEST YARMOUTH, MASSACHUSETTS PROPERTY OWNER: BOCH BROADCASTING 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS APPLICANT. OMNIPOINT COMMUNICATIONS ENT.,INC. I 50 VISION BOULEVARD EAST PROVIDENCE, Pi. 02914 WEST YARMOUTH ARCHITEC> 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS S TE NUMBER R - 1 1 065, - _ ATLANDC DESIGN ENGINEERS INC P O. BOX. 1051 SANDI C.N. V.-' - EXISTING AM/FM BROADCAST TOWER ATL ANTI; DESIGN 1,C ° � R()Y 1�:,1 i 9 10L THE CONTRACTOR >iALL K FCA081-E FOR ONUMW ALL PERMITS AND NSPECT104 MF• 00 WAY BE RBxILiD FOR TIE WOIF& BY THE ARCHTIE-1111(#H6ER, a( STATE, OMINTY OR LOCAL GOVERNMENT k THpP;'r 11. THE CONTRACTOR SHALL LAKE VELFSSARY PROW90 S TO PROTECT EXISTING U VOYF16HS. (ASI'1[t n PAVY16. CUIM, ETC. DURING CONSIRIC110L LION „3111PLETION OF MW THE CONTRACTOR 94ALL IEA AN' DAMAGE IMT WAY HAVE OCCURRED DUE TO C1kx ON OR ABOUT TFE PROPERTY. 12. THE CONTRACTOR SHALL EEP Ti# GENERAL WOW AREA CLEAN AND HAZARD FREE DUMM CON`..'RUCTION AND 01706E OF ALL DIRT, DE13R6, RUBBSH AO REM YVE EOUPIENT NOT SPECIFIED AS REMAINING ON THE PROPOTY. Kf ISES SCULL BE LEFT M CLEAN CONDITION AND FREE FROM PAIN SPOTS, OUST, OR SMIIMS OF ANY NATURE. 13. THE CONTRACTOP SHALL ODMPO MATH ALL PERiRENT SECTIONS OF THE "CONSRWT10N SAFETY ORDERS' ISSIIID By THE STATE OF MASSACHUSETTS, LATEST I NTION, AND ALL OSHA IEOI16ENTS AS THEY APPLY TO THIS PRUCT 14. THE CONTRACTOR 91ALL LDTIFY THE OWVW FEPW-WATIVE WHERE A CONFLICT OCCURS ON Ally OF THE CORIBACT DOLIAEYTS. THE CONTRACTOR S NOT TO OIDER MATERIAL OR COSI RIOT ANY PORTION OF THE NONE DOT IS IN CONFLICT LNTL COIFUCT IS RESOLVED BY THE 018"T REPRESENTATIVE 15. THE CONTRACTOR SHALL WLRIFY ALL D105ON5. GIVAIMS, PROPERTY LIMES, ETC ON THE JOB. DRIVING DIRECTIONS TAKE ROUTE 6 SOUTH TO EXIT 7. TAKE LEFT AT EXIT ONTO WILLOW STREET AND CONTINUE TO LIGHTS AT ROUTE 28. TAKES LEFT ON ROUTE 28 AND CONTINUE TO SOUTH SEA AVENUE. UR LEFT. SITE IS ON RIGHT. (SHEET INDFX SH NOT DESCRIPTION REV. T-1 TITLE SHEET C-1 SURVEY PLAN 2 A-1 ARCHITECTURAL PLAN S-1 STRUCTURAL PLAN 2 E-1 ELECTRICAL PLAN 2 E-2 GROUNDING PLAN 2 ISSUED FOR CONSTRUCTION 1 1/10/97 ISSUED FOR REVIEW ENGINEER'S LICENSE LICENSED ENGINEER - STATE OF MASSACHUSETTS SIGNED -Z/2-/?9 D") NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IWEDIATELI` NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME FILE: 161832T1 �Iflantic DESIGN ENGINEERS, INC. P 0_ 80x 1051, Sandwich, MA 0256 (508) 888 — 9282 AAF `#Ai APF ., Omnipoint LANDLORD -_- -- EASING R.F. ZONING —f— - --- --- CONSTRUCTION _ A/E " NC 1618.31 DRAWN B° 70 RI CHECKED By M.FJ. SUBMITTALS 4 12/2/98 REV. FOR CONSTRUCTION 3 /13/98 REV. FOR CONSTRUCTION 2 1/19/97 ISSUED FOR CONSTRUCTION 1 1/10/97 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED. R -11065A WEST YARM-O( 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS SHEET TITLE SHEET SHEET NUMBER T-1 Q��•�'9� G -is-y'� FOR REGISTRY USE ONLY VICINITY MAP N.T.S. Q , NORTH LEMAS POND LEMS BAY 1 LOCUS SITE SPECIFICATIONS AND NOTE`: 1. FIELD SURVEY DATE: JANUARY 2, 1998 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM OF 1929 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 4. CENTER OF MONOPOLE: LATITUDE: 4138'07-9"N LONGITUDE: 070'14'05.7"W ELEVATION: 9' (GROUND) 5. OWNER: BOCH BROADCASTING 278 SOUTH SEA AVENUE WEST YARMOUTH, MA 6. SITE NAME: WEST YARMOUTH 7. SITE NUMBER: R -11065A 8. SITE ADDRESS: 278 SOUTH SEA AVENUE WEST YARMOUTH- MA 02673 9. APPLICANT: OMNIPOINT COMMUNICATIONS ENTERPRISES, INC. 50 VISION BOULEVARD EAST PROVIDENCE, R.I. 02914 10. JURISDICTION: YARMOUTH 11. CONSTRUCTION TYPE: EXISTING ANTENNA 12. DEED REFERENCE: BOOK 7710, PAGE 153 13. PLAN REFERENCE: BOOK 483, PAGE 36 (LOTS 6-10) 14, ELEVATIONS AND COORDINATES FROM FIELD SURVEY 15. ALL UNDERGROUND UTILITY INFORMATION PRESENTED HEREON WAS DETERMINED FROM SURFACE EVIDENCE AND PLANS OF RECORD. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED IN THE FIELD PRIOR TO COMMENCEMENT OF ALL SITE WORK. CALL DIGSAFE 1(888)344-7233 A MINIMUM OF 72 HOURS PRIOR TO PLANNED ACTIVITY, 16. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE RESULT OF A FULL BOUNDARY SURVEY. 17. PROPOSED LEASE AREA CORNERS WERE SET WITH REBARS. 18. F.E.M.A. FLOODPLAIN BOUNDRY DISTRICT IS SHOWN ON F.E.M.A. (FIRM) COMMUNITY PANEL 5 OF 7 # 250015 0005 D DATED JULY 2, 1992 AND THE SUBJECT PROPERTY IS WITHIN AN "Al2" ZONE "AREAS OF 100 -YEAR FLOOD; BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED," EL 10. 19. NO WETLANDS WERE OBSERVED WITHIN 100' OF SITE PER VISUAL INSPECTION. CERTIFICATION I CERTIFY THAT THE PROPERTY LINES SHOWN HEREON ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND THAT NO NEW LINES FOR DIVISIONS OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. THIS PLAN H PREPARED IN CONFORMANCE WITH THE RULE 0,ff M ATIONS OF THE REGISTERS OF DEEDS -- g�?� BRUCE z CHMAWAIT N H f,at * 61STER°� LEGEND OWN SHEET -10, PARCEL F7 7 7 �+ ROFESSIONAL SURVEYOR REG. NO. DAT I, 4>0 �4 UND S n 20 TRUE NORTH -SOUTH CONSTRUCTION BASELINE IV/STAKES SET 0 50' TO CENTER GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. PARTIAL PLOT PLAN 2 SCALE: 1 "=20' 15'57 6' 0°5 SHEET -10, /PARCEL E3 LEGEND OWN SHEET -10, PARCEL F7 X WETLAND FLAG —OVD— EXISTING OVERHEAD WIRE EXISTING TREE LINE 71, EXISTING UTILITY POLE PROPOSED UTILITY POLE • EXISTING GUY ANCHOR W/WARE ❑ EXISTING CATCH BASIN EXISTING GRANITE CURB LINE -�—�— EXISTING CHAIN LINK FENCE as ■ PROPOSED CHAIN LINK FENCE ZONING INFORMATION �, SHEET -10, PARCEL J3 DISTRICT R-25 MIN. DEPTH. -FRONT YARD 30' -SIDE YARD 15 -REAR YARD 20' MAX. BUILDING HEIGHT 35' MIN. OPEN SPACE 25% + BY SPECIAL PERMIT, SEE ZONING REGULATIONS FOR VARIATIONS ON SPECIFIC USE. GULL QQ� FAA, CERTIFICATION ROAD I HEREBY CERTIFY THAT THE LATITUDE, LONGITUDE AND ELEVATIONS PRESENTED HEREON MEET THE REQUIREMENT OF THE FAA 2C STANDARDS WITH THE FOLLOWING ACC' - Of TICA Y F '1;L Y t �r� s ff ' CHAPAY H =i 'J I y � E I, 4>0 �4 UND S n 20 TRUE NORTH -SOUTH CONSTRUCTION BASELINE IV/STAKES SET 0 50' TO CENTER GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. PARTIAL PLOT PLAN 2 SCALE: 1 "=20' 15'57 6' 0°5 SHEET -10, /PARCEL E3 SHEET -10, PARCEL H2 SHEET -10, PARCEL F7 DEMELLA, JOSEPH & JOYCE 246 SOUTH SEA AVE. NANTUCKET SOUND REALTY TRUST PAUL, ALFRED C. WEST YARMOUTH, MA 02673 14 SEA GULL ROAD 1 SANDPIPER LANE WEST YARMOUTH, MA 02673 WEST YARMOUTH, MA 02673 BK. 5298 PG. 007 BK. 6645 PG. 029 BK. 2570 PG. 241 �, SHEET -10, PARCEL J3 SEA SO GULLS (COVE ROAD TIMOTHY J GULL QQ� ROAD WEST S )973'58., S BK. 91051PG.M0602673 r� O E 1 ,`0 429.39' SHEET-10,//PARCEL E1 BATCHELDERNDANA & LILLIAN 2 258 SOUTH SEA AVE. 4 WEST YARMOUTH, MA 02673 BK. 2177 PG. 139 v ^, o N ^ r SHEET -10, PARCEL E2 PAEOLETTA, ROCKO , 90 POW WOW RIVER ROAD EAST KINGSTON, NH 03827cc BK. 10351 PG. 031 / cc CV N /F BOCH BROADCASTING REALTY CORP. 278 SOUTH SEA AVE. WEST YARMOUTH, MA 02673 SHEET 10 LOT H4 375,924± S.F. (8.61 ACRES) 6�r ^ NORTH -SOUTH CONSTRUCTION �\ t S ~. _ . BASELINE W/STAKES SETO "F SHEET -10, PARCEL 01 st \ N F HENDERSO DONALD F. 277 SOUTH SEA AVENUE WEST YARMOUTH, MA 02673 L.C. 86915 v � XISTIN IIDIN J O F R = 3D 00' LOT 6 L = 4 .68' no 50' NORTH & 50'SOUTH OF CENTER' EXISTING SH ANTENNAS (E) SHED � \ CABG SAY 141 4-). J. STAKE & TACK SOUTH POINT " Y) � PROPOSED 15' WIDE s ENCHMARK y,.. L.-7.6' m ACCESS EASEMENT �' o �`f ALONG EXISTING D' o N 15 WIDE DIRT PATH LOT 8 LOT 10 PROPOSED 10' WIDE UTILITY EASEMENT V` 46130 AL a a a N/F LEWIS POND SHEET -10, PARCEL WI -63 ALFIER(, ANNA 25 SEA GULL ROAD WEST YARMOUTH, MA 02673 L.C. 136061 CENTER OF EXISTING TOWER LATITUDE: 41'38'07.9"N (NAD 83") /QO GROUND ELEV: 9' (NGV029) LONGITUDE: 7014'05-W NAD 83") 3 /QOCgsT v 00 SHEET -10, PARCEL W1-53 �o N, F ALFIER ANNA N 25 SEA GULL ROAD WEST YARMOUTH, MA 02673 L.C. 136061 N 80.11.09" W OIV LOT 7 " �'' SHEET -10, PARCEL N38 LOT 9 N 80'1110g W HIGH,296 GREAT NISLANDAMESJ ROAD U j%P 855.2;' RADIO WEST YARMOUTH, MA 02673 SHEET -10, PARCEL N40 LANE L.C. 119825 P/F SHEET -10, PARCEL N39 MUSCONSARAH C. / 24 MOSS ROAD MCCLUSKEY, ARTHUR &LUCIA WEST YARMOUTH, MA 02673 SHEET -10, PARCEL N57 10 MASS ROAD L.C. 115425 FINNERTY,/DAWLETTE WEST YARMOUTH, MA 02673 SHEET -10, 30 MOSS ROAD PARCEL N41 L.C. 85908 // WEST YARMOUTH, MA 02673 MUSCONSARAH C. L.C. 57914 24 MOSS ROAD 'NEST YARMOUTH, MA 02673 L.C. 115425 SHEET -10, P//ARCEL W1-52 LEVESQUE,FGEORGE 2 TELEVISION LANE WEST YARMOUTH, MA 02673 L.C. 130187 R = 18.97' L = 31.46" SHEET 10, PARCEL N58 JOHNSON, CHARLES T., JR. 3E MOSS ROAD WEST YAUMOUTH, MA 02673 C. 116248 GRAPHIC SCALE so 0 40 Bo 160 ( IN FEET ) 1 inch = 80 ft. PLOT PLAN 1 SCALE: 1'=80' C—') 320 FILE 161832 NOMNIFOINT 50 VISION BOULEVARD EAST PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 AAL FIRM tl� LI tlantic DESIGN ENGINEERS, INC. P.O. Box 1051. Sandwich, MA 02583 (508) 888 — 9282 AAE SEAL 22.98 APPROVALS Omnipoint _ LANDLORD LEASING — R. F. ZONING CONSTRUCTION A/E PROJECT NO 1618.32 DRAWN BY: J. D.7 CHECKED BY: M.F.J. SUBMITTALS 2/2/98 ISSUED FOR. CONSTRUCTION 1 1/13/98 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN 'NAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED. R -11065A WEST YARMOUTH 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS SURVEY PLAN SHEET NUMR C-� SUPPLEMENTAL NOTES 1. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED IN THE PERFORMANCE OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE MASSACHUSETTS STATE BUILDING CODE AND THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH SUCH REQUIREMENTS. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES OF THE BUILDING AS TO THE HOURS OF AVAILABILITY OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS TO AVOID CONFLICT AND INTERFERENCE WITH FACILITY BUILDING OPERATIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR HANDLING MATERIALS. 3, GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF OLD AND NEW WORK DURING THE CONSTRUCTION PERIOD. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL REPAIR AT THEIR OWN EXPENSE. 4. CONTRACTOR TO CONTROL CLEANING TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. GENERAL CONTRACTOR SHALL KEEP THE AREA REASONABLY CLEAN AND DUST FREE DURING WORKING HOURS AND LEGALLY DISPOSE OF ALL RUBBISH DAILY. 5. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC AND PROPERTY. 6. WHATEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR INSTRUCTIONS ARE GIVEN, THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE BEST PRACTICE, THAT IS, AS THE WORK IS IN ACCORDANCE WITH THE HIGHEST STANDARDS OF THE CONSTRUCTION INDUSTRY. WITHOUT EXTRA CHARGE. 7. ALL WORK IS TO BE DONE IN A FIRST CLASS MANNER AND IN ACCORDANCE WITH THE BEST PRACTICES WITH FIRST CLASS MATERIALS. NO EXTRAS WILL BE PERMITTED UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR AND APPROVED BY OMNIPOINT. ICE BRIDGE (E) CHAINLINK FENCE (E) DISH ANTENNA (E) TRUE NOR CONST W/STAK TOC TEI 2 G 0 1 CEMENT BLOCK (E) GUYED PanPnCFn PnWFR PFnESTAL 10' DOUBLE GATE /SOUTH / ION BASEU / SET 05'/ GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. PARTIAL SITE PLAN 2 SCALE: 1'=20' A-1 EQUIPMENT PAD DETAIL SCALE: 1 "=2' �Y PROPOSED BT'_-, BTS EQUIPMENT CABINET DIMENSIONS: 7C"H x 51"W v 28"D BTS EQUIPMENT CABINET 15'57.6' PANEL ANTENNA DIMENSIONS 60"H x TW x 37D TYPICAL ANTENNA PANEL N.T.S. RIM10 EXISTING AN BROADCAST ANTENNA ARRAY (6 ANTENNAS) ANTENNAS TO BE INSTALLED ON EXISTING PLATFORM EXISTING 6' CHAIN LINK SECURITY FENCE AROUND ENTIRE LEASE AREA EL= 5.00' 5.00' O.C. I—� —I O.C. ICE BRIDGE PROPOSED POWER ANDS/ / TELCO PEDESTAL WITH SECURITY LIGHT PROPOSED BITS RADIO _/ EQUIPMENT ON CONCRETE SLAB t 0 J 0 a iA N �o EXISTING FINAL EL= 9'f (AMSL) 10' DOUBLE GATE GRAPHIC SCALE 0 0 r 20 40 l IN FEET I 1 inch = 20 ft MONOPOLE SOUTH ELEVATION DETAIL,/ 4 SCALE: 1'•20' A-1 so FILE: 161832A1 IWOMNIPOINT 50 VISION BOULEVARD E. PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 4f FIRM t�tlHantic DESIGN ENGINEERS, INC. PO Box 1051, Sandwich, MIA 02563 (508) 888 — 9282 ASE SEAL 2.2.78 APPROVALS Omnipoint _ LANDLORD LEASING _ R. F. ZONING CONSTRUCTION A/E PROJECT NO: 1618.32 DRAWN BY: J.D.R. CHECKED BY: M.FJ. SUBMITTALS 4 2/2/98 REV. 3 1/13/98 REV. 2 11/19/97 LEN ISSUEION16 1 11/10/97 ISSUE THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED, R -11065A W. YARMOUTH 278 SOUTH SEA AVENUE WEST YARMOUTH, MA SHEET PIE ARCHITECTURAL PLAN SHEET NUMBER EXISTING PLATFORM ANTENNA MOUNTING FRAME TO BE CONSTRUCTED OF 2-3/8"0 HOT DIP GALVANIZED PIPE DOWNTILT BRACKET Wl ,PIPE CLAMP EQUAL TO MICROFLECTI TEC DOWNTILT KIT" ANTENNA ALNA NOTES: 1. ALL ANTENNA MOUNTING COMPONENTS TO BE HOT DIP GALVANIZED. 2. ALL FASTENERS TO BE STAINLESS STEEL. 3. ALL MOUNTING BRACKETS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS ANTENNA MOUNTING ELEVATION SCALE: N.T.S. `S`-11 STAINLESS STEEL U B NUTS AND LOCK WAS SIZED AS RE01 COAX SUPPORT SCALE: N.T.S. LEC 4E F.C.V. TEEL ALNA'S DOWNTILT BRACKET W/ PIPE CLAMP ANTENNA (SEE 11 ELEC. DRAWINGS) ANTENNA MOUNTING PLAN ANTENNA MOUNTING FRAME STRUCTURAL NOTES FIELD COORDINATE EXACT HIGHT WITH F.C.M 9" MIN 1. DESIGN REQUIREMENTS ARE PER UNIFORM BUILDING CODE/1994, li ANSI/ASCE7, EIA/TIA-222—F STRUCTURAL STANDARDS FOR STEEL MH ANTENNA SUPPORTING STRUCTURES 2. THE BASIC GROUND WIND SPEED UTILIZED BOLTS FOR DESIGN IS 90 MPH. 2. REFER TO THE SITE PLAN FOR BOUNDARY SURVEY REV. FOR CONSTRUCTION AND SITE TOPOGRAPHY. 3. CONCRETE FOR CONCRETE PAD SHALL BE 3000 PSI NORMAL 2 WEIGHT CONCRETE. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED RS 4. CONCRETE PAD SHALL BE PLACED OVER UNDISTURBED OR WELL COMPAC) SOIL 5, STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36 ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. 1/4 FILLET WELD ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHAME HOT DIP GALVANIZED AFTER FABRICATION. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIEI COAX (AWS) D.1.1-92 STRUCTURAL WELDING CODE— STEEL WELD ELECTRONICS SHALL BE E70XX. 7, ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBG .4 • SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MINIMUM DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HIL11 KWIK BOLTS UNLESS OTHERWISE NOTED. 8, STRUCTURAL ANALYSIS FOR EXISTING TOWER PROVIDED BY E H RESMANN ENGINEERING, INC. PER TOWER PLAN REVISED 1/3/97 PROVIDED BY INDUSTRIAL COMMUNICATIONS, INC. NO CERTIFICATION IS MADE HEREIN AS TO THE STRUCTURAL CAPACITY OF THE EXISTING TOWER WITH RESPECT TO THE PROPOSED ANTENNA E00AENT. 7 —i3 — 0" S-1 —\ I E BRIDGE SUPPOR I r— ICE BRIDGE I—] O -1 wr POLY PHASER MGB 3' 1'—o" BT ERICSSON SUB—BASE FRAME MOUNTED TO SLAB W/4 -5/8"O HILT] STAINLESS STEEL KWIK BOLTS. SHIM IF REQUIRED TO LEVEL SLAB BEYOND (MIN. 3 1/2" EMBEDMENT) FULTON TECHNOLOGIES POWER/TELCO PEDESTAL BASE PLATE MOUNTED TO SLAB W/ 4-5/8"0 HILTI STAINLESS STEEL KWIK BOLTS (MIN EMBEDMENT 4 1/2") 1" NON—SHRINK GROUT LEVELING COURSE UNDER BASE PLATE 6/MIN PROVIDE 1 1/2" CHAMFER FOR ALL VERTICAL CORNERS AND ALL HORIZONTAL CORNERS ABOVE GRADE. /12" MIN. CLEAN WASHED CRUSHED STONE— 6'x8'xl2' REINFORCED CONCRETE UNDER BTS SUPPORT PAD. SUPPORT PAD W/�6 BARS 0 12" O C. fOP AND BOTTOM. AINTAIN MINIMUM 3" CLEAR COVER FOR ALL REINFORCEMENT CONTRACTOR SHALL GRADE EXISTING GROUND TO PROMhTE PROPER DRAINAGE AWAY FROM BTS SUPPORT PAD. GRADING SHALL BE PERFORMED PRIOR TO CONSTRUCTION OF BTS SUPPORT PAD MONOPOLE FOUNDATION AND INSTALLATION OF CLEAN WASHED CRUSHED STONE. BTS SUPPORT PAD DETAIL SCALE N S 2"0 PIPE O 10° O.C. 5/8"0 HILTI STAINLESS STEEL KWIK BOLTS (4-1/2" MIN EMBEDMENT) (TYP) 1/4" THICK CAP �L FULLY WELDED L 3x3xl/4x2'-8" LG �ROFLECT 26183 VEGUIDE COVER APPROVED EQUAL 0 THREADED ROD 4" LEG /4x1'-8" LG e HOLES O 2 1/2" O.C. DOUBLE NUTS do WASHERS CABLE W/SST —IN CABLE HANGER BASE PLATE 5"x5"x1/4" ALL li TO MH HOT DIP GALVANIZED. 2. ALL BOLTS WI OR BE —� 64 4� REV. FOR CONSTRUCTION 3 5/8' X 1'— REV. FOR CONSTRUCTION 2 11/10/97 ISSUED FOR CONSTRUCTION L 2x2x1 W/3/4" 11/10/97 ISSUED FOR REVIEW 1/4 FILLET WELD (TYP) COAX SNAP �ROFLECT 26183 VEGUIDE COVER APPROVED EQUAL 0 THREADED ROD 4" LEG /4x1'-8" LG e HOLES O 2 1/2" O.C. DOUBLE NUTS do WASHERS CABLE W/SST —IN CABLE HANGER BASE PLATE 5"x5"x1/4" NOTES: 1. ALL STEEL TO BE HOT DIP GALVANIZED. 2. ALL BOLTS TO BE FURNISHED W/ WASHERS AND NUTS. REV. FOR CONSTRUCTION 3 1/13/98 REV. FOR CONSTRUCTION 2 11/10/97 ISSUED FOR CONSTRUCTION 1 11/10/97 ISSUED FOR REVIEW 1 • • • .4 • A NOTES: 1. ALL STEEL TO BE HOT DIP GALVANIZED. 2. ALL BOLTS TO BE FURNISHED W/ WASHERS AND NUTS. CABLE BRIDGE SECTION_ SCALE N.T.S. I N OMNIPOINT 50 VISION BOULEVARD EAST PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 ASE FIRM AODA lantic DESIGN ENGINEERS, INC. P.0. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 A& SEAL 2,298 APPROVALS Omnipoint _ LANDLORD LEASING R.F. - ZONING CONSTRUCTION A/E PROJECT NO: 1618.32, rAWN BY: J.D.R. CHECKED B M.F. i, SUBMITTAL 4 /2/98 REV. FOR CONSTRUCTION 3 1/13/98 REV. FOR CONSTRUCTION 2 11/10/97 ISSUED FOR CONSTRUCTION 1 11/10/97 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED. R -11065A WEST YARMOUTH 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS SHEET TITLE STRUCTURAL PLAN • 3oil UNDERGROUND POWER AND TELCO ELEC/TELCO PEDESTAL W/ SECURITY LIGHT (N) /0 CONC. EQUIP. 1 PAD 6'X8' (N) I rr ICE BRIDGE IN 0 BELOW EXISTING ICE BRIDGE CHAINLINK� FENCE (E) DISH ANTENNA (E) a 0 0 BTS EQUIP. CABINET (N 7 CEMEN BLOCK O \ O WOODEN / SHED (E) 0 a T ^ ( O 0 SITE PLAN LE_ SCALE:NTS POWER TELCO 6 T POWER + TELEPHONE RISER DIAGRAM SCALE: NTS E-1 D B PLAN VIEW ANCHOR MB 20ORB-HO-CH /-200A METER FITTING CIRCUIT BREAr EF 6X6 SQ TUBE HOT DIPPED GALVANIZED A B 2" DIA PIPE —� r ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. COMPLETE ELECTRICAL INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED FOR SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING INCIDENTAL WORK, TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATERTIGHT SCHEDULE 80 GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND, WHERE REQUIRED, IN LIQUID TIGHT FLEXIBLE METAL OR NON-METALLIC CONDUITS MINIMUM SIZE 3/4" 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. ELECTRICAL WIRING SHALL BE COPPER CONDUCTOR, 90-C 600V TYPE XHHW, THWN OR THHN INSULATION MINIMUM SIZE #12 AWG 7. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 8. FINAL IDCATION OF ALL GROUND CONNECTIONS SHALL BE DETERMINED IN THE FIELD BY THE FIELD CONSTRUCTION MANAGER. OVERHEAD POWER TAPE METER COORDINATE BY OWNER. UNPAVED PAVED 1 2"UNDERGROUND 2"UNDERGROUND Uy FROM POLE! FROM POLE —P—p— POWER WIRING —T --T— TELEPHONE WIRING 50 PAIR TELEPHONE ---�{ U.O.N. 3 #2 + 1 #8 GRD. CABLE r 111 — — — POWER PEDIS Al A AMPERE V VOLT I< WH TELCO POWER CONDUIT G PANEL PANEL MTS L— — — — — J 50 PAIR TELEPHONE 3 #8 +1 #10 GRD CABLE IN IN 1" RGS 1" RGS 6 T POWER + TELEPHONE RISER DIAGRAM SCALE: NTS E-1 D B PLAN VIEW ANCHOR MB 20ORB-HO-CH /-200A METER FITTING CIRCUIT BREAr EF 6X6 SQ TUBE HOT DIPPED GALVANIZED A B 2" DIA PIPE —� r ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. COMPLETE ELECTRICAL INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED FOR SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING INCIDENTAL WORK, TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATERTIGHT SCHEDULE 80 GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND, WHERE REQUIRED, IN LIQUID TIGHT FLEXIBLE METAL OR NON-METALLIC CONDUITS MINIMUM SIZE 3/4" 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. ELECTRICAL WIRING SHALL BE COPPER CONDUCTOR, 90-C 600V TYPE XHHW, THWN OR THHN INSULATION MINIMUM SIZE #12 AWG 7. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 8. FINAL IDCATION OF ALL GROUND CONNECTIONS SHALL BE DETERMINED IN THE FIELD BY THE FIELD CONSTRUCTION MANAGER. RESTORE TO --��mmammmmmaN EXISTING CONDITION. 1 4" LOAM &SEED II ( SAW CUT FULL DEPTH TRENCH SURFACE COMMON FILL (COMPACTED TO 90% MOOTIED 2"0 CONDUIT (TYP) } PROCTOR IN UNPAVED AREAS AND 95X MODIFIED PROCTOR UNDER PAVED AREA) !E GRANULAR MATERIAL 2' MIN ELEUTEL. TRENCH DETAIL SCALE N.T S. ELCO INTERFACE POWER PEDESTAL DETAIL - 4 SCALE N'` 12' GE TRANSFER SWITCH N0: TC10323 R HUBBELL GEN PLUG r_1 PROPOSED UTILITY POLE r- 10' OF COILED / CABLE EXTEND SCHEDULE 80 RIDGED CONDUIT MANUAL BY- PASS METER —` 3#2+1#8G 10' UP POLE MILBANK U2272RL 50/2P M ELECTRICAL LEGEND a WARNING TAPE METER CIRCUIT BREAKER UNPAVED PAVED RESTORE PAVEMENT TO MATCH EXISTING RESTORE TO --��mmammmmmaN EXISTING CONDITION. 1 4" LOAM &SEED II ( SAW CUT FULL DEPTH TRENCH SURFACE COMMON FILL (COMPACTED TO 90% MOOTIED 2"0 CONDUIT (TYP) } PROCTOR IN UNPAVED AREAS AND 95X MODIFIED PROCTOR UNDER PAVED AREA) !E GRANULAR MATERIAL 2' MIN ELEUTEL. TRENCH DETAIL SCALE N.T S. ELCO INTERFACE POWER PEDESTAL DETAIL - 4 SCALE N'` 12' GE TRANSFER SWITCH N0: TC10323 R HUBBELL GEN PLUG r_1 PROPOSED UTILITY POLE r- 10' OF COILED / CABLE EXTEND SCHEDULE 80 RIDGED CONDUIT MANUAL BY- PASS METER —` 3#2+1#8G 10' UP POLE MILBANK U2272RL 50/2P M ELECTRICAL LEGEND a POWER PEDESTAL ❑� METER CIRCUIT BREAKER NON—FUSIBLE DISCONNECT SNATCH, MOUNTED 54" A.F.F. Uy FUSIBLE DISCONNECT SNITCH, MOUNTED 54"A.F.F. REV. FOR CONSTRUCTION POWER RECTEPACLE —P—p— POWER WIRING —T --T— TELEPHONE WIRING A F F ABOVE FINISHED FLOOR U.O.N. UNLESS OTHERWISE NOTED WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER A AMPERE V VOLT I< WH KILOWATT - HOUR C CONDUIT G GROUND — G— G— GROUND WIRE HREAKER DISCONNECT OUARE D `�O D 0002100 BNRB 'MIN 002100 AND 00115 BREAKERS -I.-POWER PEDESTAL GE TRANSFER 1• CONDUIT S111TCH TC1032R I 2 HOLE STRAPS, i/ AS REQUIRED �1 100 AMP EXTEND RIDGED I SUPPLY SPAR CONDUIT I 3�2+t�ec--� 3#8+1010 GENERATOR RECEPTAC MEW40KES ME 310086 TELCO 100A 250VAC 1 SHEDULE 40 PVC CONDUIT IN EARTH 2 SEE TRENCH DETAIL E-1 TYP OF BOTH TELEPHONE AND POWER CONDUIT RUNS ONE LINE DIAGRAM 5 SC< E_1 BTS 1" CONDUIT flLE: 161832E 1 N OMNIPOINT 50 VISION BOULEVARD EAST PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 ASE FIRM A)Allanfic DESIGN ENGINEERS, INC. P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 2'2 '98 APPROVALS Omnipoint _ LANDLORD LEASING _ R.F. ZONING CONSTRUCTION A/E PROJECT N0: 1618.32 fDRAWN BY: J.D.R. CHECKED BY: M.F J. SUBMITTALS L4/2/98 REV. FOR CONSTRUCTION 3 1/13/98 REV. FOR CONSTRUCTION 2 11/19/97 ISSUED FOR CONSTRUCTION 1 11/10/97 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED, R -11065A W. YARMOUTH 278 SOUTH SEA AVENUE WEST YARMOUTH, MASSACHUSETTS SHEET TITLE ELECTRICAL PLAN Al GF EGB SECTO SECTO BUS BAR A' TOP OF TOY 2 ANTENNAS SECTOR A PER SECTOR (TYP) 00 l NANTENANTEA LNA �i EGB I SERVILE GROUND COAXIAL GROUNDI KITS 12 (TYP.) EQUIPMENT PAD GROUND RING SECTOR B SECTOR C 120' 240` 1 ( l ANTENLA LNA I ANTENNA LNA I I I I I I TE AT TOP TOWER E0 BCW DOWN CONDUCTOR B AT BOTTOM OF TOWER EGB AT BOTTOM OF TOWER TO EXISTING GROUND RING POLYPHASER 12 # 6 GROUNDS (TYPE) _M. G.8 B.T.S GROUNDINGRISER DIAGRAM llAE Nl-- i ANTENNA (TYP) ANTENNA SUPPORT PIPE(TYP) COAX JUMPER CABLE(TYP) NA(TYP) X CABLE(TYP) CABLE DING KIT(TYP) TO BTS (TYP) WN CONDUCTOR BAR AT BOTTOM OF TOWER AMPLIFIER GROUNDING DETAIL 3 SCALE: NTS -- -- --- - � E-2 O\ UNDERGROUND POWER 0/ AND TELCO BTS EQUIP. Q CABINET (N) ELEC/TELCO PEDESTAL W/ SECURITY LIGHT (N) 0 73' i WOODEN / I' CONC. EQUIP. PAD 6'X8' (N)YJ,,CEMEN SHED (E) / (D / a OK T( E) /4 ICE BRIDGE BELOW EXISTING ICE BRIDGE (E) CHAINLINK I FENCE (E) ,O DISH ANTENNA (E) GROUNDING S(ALENTS GROUNDING CONNECTIONS DETAIL 4 SCALE: NTS E-2 YPHASER EGB(N) EXISTING GROUND RING O O 10' DOUBLE GATE PLAN 2 E-2 GROUNDING NOTES 1 GROUND SHALL COMPLY NEC ART. 250 2 USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSLUATION FOR ABOVE GRADE TYPE HS TYPE VN TYPE NC 3 ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE - s — TYPE w TYP v TYPEy8 O 4 ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH 1/13/98 TYPE ,vT TYPE GY T`'Pt"_ GR GROUNDING CONNECTIONS DETAIL 4 SCALE: NTS E-2 YPHASER EGB(N) EXISTING GROUND RING O O 10' DOUBLE GATE PLAN 2 E-2 GROUNDING NOTES 1 GROUND SHALL COMPLY NEC ART. 250 2 USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSLUATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER o WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 3 ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE - s — CONNECTORS OR CODWELD EXOTHERMIC WELD DO NOT ALLOW BARE COPPER WIRE TO 4 BE IN CONTACT WITH GALVANIZED STEEL. O 4 ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH 1/13/98 POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NOT BE 2 BENT AT RIGHT ANGLE. ALWAS MAKE 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT Q 6" RADIUS WHEN NECESSARY. % 5 CONNECTIONS TO GROUND BAR SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE / COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 6 APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND / CONNECTIONS. O 7 BOND MASTER GROUNG BAR TO EXISTING GROUND HALO OR NEAREST POSSIBLE BUILDING GROUND LOCATION. 8 TEST COMPLETED SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE—OUT / DOCUMENTATION GROUND RESISTANCE SHALL NOT EXCEDE 5 OHMS i/ 9 COAXIAL CABLES SHALL BE GROUNDED AT A MINIMUM OF TWO LOCATONS USING OMNIPOINT PROVIDED GROUNDING KITS. EXACT LOCATIONS SHALL BE FINALIZED IN THE FIELD BY THE CONSTRUCTION MANAGER. 10 GROUND CONDUCTORS BETWEEN BETWEEN GROUND RODS AND MGB SHALL BE #2/0 MINIMUM. BONDING JUMPERS FROM METALLIC SURFACES SHALL BE #2 MINIMUM. ALL GROUND CONDUCTORS AND BONDING JUMPERS SHALL BE SOFT DRAWN ANNEALED, TINNED, BARE SOLID COPPER WIRE. 11 BOND FOUR CORNER POSTS OF FENCE TO GROUND RING PROVIDE COPPER JUMPER BETWEEN GATE POSTS AND GATE ,IF REQUIRED 12 BASE BID TO INCLUDE MINIMUM OF 8 GROUND RODS. ADDITIONAL RODS MAY BE REQUIRED TO ACHIEVE 5 OHMS RESISTANCE 13 BOND NEW GROUND RING AT OMNIPO!NT EQUIPMENT PAD TO EXISTING GROUND RING. 14 POLYPHASER REQUIRES 1 GROUND PER CABEL CONNECTION 15 GROUNDING PER LANDLORD REQUEST PIPE CAP FINISHED GRADE GROUND CONDUCTOR CADIMELD J LJ 5/8" CGPPER CLADof GROUND ROD 2" SLOTTED co HOLE `TYP) GROUND ROD INSPECTION WELL SCALE: NTS GROUNDING LEGEND C MASTER GROUND BUS 1/4"x8%24" SOLID COPPER o EQUIPMENT GROUND BUS L� 1/4"x4"x12" OR 1/4'x4"x18" - s — COPPER GROUND WIRE, 4 SIZED AS NOTED REV FOR CONSTRUCTION EXPOSED WIRING 1/13/98 UNDERGROUND WIRING GROUND INSPECTION WELL (� 5/8"x 81, COPPER CLAD STEEL GROUND ROD -_♦_ EXOTHERMIC(CADWELD) -0— MECHANICAL(COMPRESSIONTYPE) CONNECTION I SERVICE GROUND FILE: 161832E2 1 INVOMNIPOINT 50 VISION BOULEVARD EAST PROVIDENCE, RI 02914 OFFICE: (401)-588-5600 FAX: (401)-588-5658 A$E FIRM A) A Hanfic DESIGN ENGINEERS, INC. Ra Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Alf SEAL APPROVALS Omnipoint _ LANDLORD LEASING _ R.F. ZONING CONSTRUCTION A/E PROJECT N 18.32 DRAWN BY: J D.R. CHECKED BY M.F.J SUBMITTALS 4 2/2/98 REV FOR CONSTRUCTION 3 1/13/98 REV. FOR CONSTRUCTION 2 11/19/97 ISSUED FOR CONSTRUCTION 1 11/10/97 ISSUED FOR REVIEW. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT COMMUNICATIONS IS STRICTLY PROHIBITED. R -11065A W. YARMOUTH 28 SOUTH SEA DRIVE WEST YARMOUTH, MASSACHUSETTS SHEET TITLE GROUNDING PLAN SHEET NUMBER E-1 � 3 V3 o 0