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HomeMy WebLinkAbout1047 FALMOUTH ROAD/RTE 28 ,�;,,e� _-- _------�� . � G��o� --- -- --- --_— — - - --,. �� � w :�� - ; '" I �� � ,, � � �� � � �� ._, .� .<,� _ _ � ��r. ,..� ., `; --- \, � . �1 i 4 4 c 1 r 1 1 � �� � — — ,, _ . s� (,�0HIC31S CALL, A.M. FOR _L ) _DATETIME P.M. M c OF FHQNEO _ �j AEtURNED, PHONE J18 O YC)UA CULL AREA CODE NUMBERJI EXTENSIO M SSAGE EMI;?0':. SE CALL; i �YCItT 1NANtS t0 A - J E YOU S I E D =a6l I11Vej sal 48003 — . m cn L q d' r i r 12-21 -CO; 4,20PM;CIV11 2 ;453 4775 n a/ 3 --� _ CLOUGH. HARBOUR Y ,a► ^8130CIATM LLP I UNG:INV+t S. ::;a J14VF!:'?01S, F1LANN6F7�a _. & LANDSC;APE:ARC:HITF_C.: S III wlNW-Pa';GIftC L AL6ANY, NY 1 P_20 1.IS;'I TEL: 51 e-453-4500• FLAX: 51 vv wv.cloughherhour.com December 21, 2E= Mr.Elbert C. Ulshoetfer Jr.,BuildJnf Commissioner Town of Hyannis Building Deparbrent 367 Main Street Hyannis,Massachusetts 02601 RE: Constmetion Completion Notice Sprint Spectrum L.P.: Hyannis,Associated Alarm BS23XC661 C11A File Ntm 7472SS.71 B.P. Referetnce No..- 46919 Dear Mr. Ulshoeffer: A,.s mqucsted, enclosed is a fully executed Construction Completion Notice for the Wireless Cotmnunic;ation Facility cotastnic:tc,xl at Associated Alarm Systems located in Hyannis Massachusetts- The work was perfornned its general accordance with the apptovr-d plans a.nd specifications. Please do not hesitate to contact either Denise LaPiante at(860) 257 69;55 x22*1 or myself if you have any questions or concerns. Very truly yours, �ZH of ASS CLOUG]H, HARBOUR & ASSOC;IA�C�;S LLP TNf ENG111$EERS. SURVEYORS, Pt AKN1E RS r J t 1 & .A. SCAM,ARCHITECTS Gi Thomas L. O'Brien,P.E. ParRner Enc. 1/ Offices throughout the Eastern United States 29::,O 00: EE 330 TO/Tad S2b r- Y 12-2i--O0; 4r20PM;C1vIi 7 ;45:1 4775 # 3! 3 12-2'-00; 4.20PM;CIV! I 'L ;453 4775 # 21 3 CONSTRUCTION CONTROL PROJECT'nTLE: Sprint SpeCtni m, LP (Site NO. BS23XC661) PROJECT LOCATION: 1047 Fdrnouth Road, Hyonnis, MA BUILDING NAME: Assmialted Alarm Systems NATURE OF PROJECT: Establish a wireless communication facility, replacing an existing 11 S' tower with a 120' tower. Constructing a fenced-in equipment compound w/Sprint's antenna platform located at the top and relocating existing whip antennas. IN ACCORDANCE 1MTH SECTION 116.1 OF THE MASSACHUSLUS STAt ROILDING CODE, Thomas L.O'Brien REGIS7I2AIION NU 38209 BEING A REGISTERED PROI-LSSIONAI FNGINECR/ARCHITF(;T HEREBY CER1IFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF All DESIGN PLAINS. COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT X _ ARCHITFCTIIRAL STRUCTURAL MECHANICAJ.. FIPF PROTECTION ELEC IPICAL OTHER(SpWify, POR THE AHOVE NAMED PROJECT AND TFIA'I".TQ TF;IE REST OF MY KNOWLEDGE.SI)C'H 1111,ANS, C',OWUTATTONS AND SPECIFICATIONS mEE'r'r1TEi APpl.,1CABL S PROVISIONS OF THE MASSACTnrSJETTS STA'ITF BMDrNG CODE.,ALL AffEIFTABLF.ENGINFERING PRACTICES ANT)ALL APPI..ICAHL,E LAWS AND ORDINANCES FOR THE pRopOSEI)IjSE ANI)OCCTIYANCX. I FURTHER CERTIFY THAT I SHALL 121ERRc7RM THE NI CESSA14Y PRO}+.S,SIONAI SERVICI S AND BE PRESENT ON THE CONSTRUCTION SITE (.)N A REC-OLAR AND PERIO[AC; BASIS TO DEILRMINE 44AT 71•1r WORK IS PRO('FEDING IN ACCORDANCE:WITH THE"DOCUMENTSAPPPOVEV)FOP Ti-ir RUILbING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: i. ROview of shop drawings, sutnoles cared othe► submith..rls of tho coniro0k)t 05 rrtqui(ed by the construction contract dOCUM ants as submitted tt r building permit. and opprovoi for c onfomuonce to the design C orcept. 2. Review grid approval of the.-quality control pr000a1Jr9S t0l Oil code-regUired controlled rnoferiak 3. Spe601 architectural or engineering professional inspoCtion of critical construction components requiring controlled nx:)teriais or construction meo fled In the cacceptr°d engineering grocticA ston(Jords listt�d in Appendix B- PURSUANT TO SECa.)N 116.2.3. 1 SHALL SLIEWMfT PI RIODK:ALLY. R0( RE5$ 1A PORT TOGEIHER WITH PERTINrNT COMMENTS TO THE ;TATE BUILDING INSPE(:IOR. UI'C)N ,O PLETION OF WORK, I SHALT.SUOM11 A FINAL C2F.PORT AS TO TI IF SATISFACTp11y COMF�I FTION AND READI S. F THI.P "T R OCCUPANCY. SIGNATi1 SUILCROED AND SWORN 10 REFOPF ME IHI,S DAY OF ...," 9000 TS:L0 00, ZZ 033 Tod b2b CM - "°:_.., CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS, SURVEYORS,PLANNERS IS LANDSCAPE ARCHITECTS III WINNERS CIRCLE P.O. BOX 5269 ALBANY. NEW YORK 12205-0269 TEL: 518-4.53-4500 • FAX: 51 8-453-3967 www.cloughharbour.cam November 17, 1999 Sprint Spectrum L.P. Prospect Place P Floor 230 Third Avenue Waltham,MA 02154 Re: Structural Design Issues for Telecommunications Towers Ladies and Gentlemen: Clough Harbour and Associates has prepared this letter regarding tower design codes and practices as they relate to the design of telecommunication towers. The most requested type of tower structure is the monople. Sprint has.prov ded%us with a list of their approved tower vendors that specze m.monopole type tower structures{see s'i attached as Exhibit A). : . Monopole tower&are typically constructed of 3/8"-W thick steel pipe section;ju:lengths of ten feet or twenty feet. The steel sections are bolted together in the field. The bolts are-securedmith pins to prevent the bolts from loosening and/or falling out. Coaxial cables are run up the inside of.the pole helping to reduce wind resistance. The American National Standards Institute (ANSI), the Electronic Industry Association (EIA), and the Telecommunications Industry Association (TIA) have developed the present national tower code. The present code is known as ANSI/ELAlITA-222-"F"(the "Standard"). It reptesents the latest refinement of specific minimum requirements for tower engineers and manufacturers to follow to help assure that the tower structure, and its foundations, are designed to meet the most realistic conditions for local weather while meeting stringent factors of safety. The Standard incorporates an escalating wind factor based on tower height-and location (see.attached Exhibit B for the base(sustained)wind speeds at ten meters height). In accordance`with the Standard, the base speed is then increased in stages up the tower. Windspeed is used to determine.the pressure applied to the structure (wind loading). The pressure applied due to windspeed increases geometrically with regard to increasing wind speed. The analysis also includes a gust factor to accpont for gusting winds. The towers specified by Sprint exceed the Standard requirements by including a 'i4" ice layer in the calculations. Ice is considered on all tower members, antennas,and lines and.results in a substantially heavier tower design than one considered without ice. Also, Sprint requires tho,strUcture to withstand an additional 5%increase in base wind speed rounded to the nearest 5 miles per.hour,as shown in Exhibit B. The design must comply with all of the Standard requirements for .safety, factors at the windspeed specified without damage to the tower structure. Adding ice to the design loading also adds a further safety factor, in effect, to the final tower strength. Also, wind loading increases-geometrically with an EHQ Offm Thmughout the Eastern United States increase in windspeed. Sprint's requirement of a 5% increase;iai.windveed-results in more than a 5% increase in wind loading which must be resisted by the tower. Thus, Sprint's towers are stronger than those required by the Standard. Due to the factors of safety incorporated in the design, the ultimate .'survival windspeed would be considerably higher than the design speed. Accordingly,as a practical matter,the tower would be able to sustain wind gusts well in excess of 100 miles per hour, an event roost unlikely in this area (see the historical maximum sustained windspeed chart of National Weather Service data for Logan Airport attached as Exhibit Q. In general,telecommunications towers have proven to be extremely reliable and safe. 'Furthermore,in the rare event that extreme weather does cause the tower to fail, the structure is designed so that the tower would most likely fail at the mid-point or higher with that section buckling over onto the lower section of the tower. In other words, the tower is designed to substantially reduce-the!potential for a failure about the base of the tower (a lay-down type failure). Accordingly, even in a worst,case:'scenario of extreme weather conditions, in my professional opinion the chances of the tower:falling.'a distance greater than 50%of its height are extremely remote. If you have any questions or.comments regarding this matter,please do Got hesithte-to contact us. Very truly yours, Kevin Washburn,F.E. Project Manager CLOUGH, HARBOUR C & ASSOCIATES LLP ENGINEERS,SURVEYORS,PS 6 LANDSCAPE ARCHUIECHRECT6 EXHIBIT A APPROVED TOWER VENDOR LIST FOR MONOPOLES COMPANY CONTACTS PHONE NO. FAX NO. E-MAII.ADDRESS NAME Summit Joanne Hoffman 570-454-8730 570-454-4851 Summitjh@epix.net Manufacturing Engineered Pat Deloney 440-918-1101 440-918-1108 Info@en8end.com Endeavors,Inc. Valmont/Microflect Barb Kaufman(West) 800-547-2151 503-363-4613 Barbk@valmont.com John Hunter(Midwest) 800-547-2151 503-363-4613 johnh@valmont.com Tamie Ed uist(East) 800-547-2151 503-363-4613 tamie @ valmont com Aerial Structures Mike Colby 210-651-4644- 210-651-6214 Mike@ransor.com Ir f EXHIBIT B DESIGN WINDSPEEDS STATEICOUNTY STANDARD SPRINT WINDSPEED* WINDSPEED MASSACHUSETTS Barnstable 100 105 Berkshire 70 75 Bristol 90 95 Dukes 95 100 Essex 90 95 Franklin 75 80 Hampden 80 85 Middlesex 75 80 Nantucket 105 110 Norfolk 90 95 Plymouth 95 100 Suffolk 90 95 .. Worcester 85 90 RHODE ISLAND Bristol 90 95 Kent:. 90 ;.;95 Newport 90 .,-95 Providence 90 95 Washington 90 95.. * Structural Standards for Steel Antenna Towers and Antenna Supporting Structures, ANS UTIA/EIA-222-F-1996 EXHIBIT C ANNUAL WIND DATA LOGAN AIRPORT Boston,Massachusetts FASTEST RECORDED DATE PEAK DATE YEAR MPH RECORDED GUSTS RECORDED 1950 80 24-Nov 86 26-Nov 1951 56 3-Nov 63 3-Nov 1952 57 18-Feb 65 18-Feb 1953 67 7-Nov 78 7-Nov 1954 86 31-Au 100 31-Aug CAROL* 1955 54 7-Jan 67 7-Jan 1956 58 8-Apr 84 13-Jun 1957 53 26-Dec 59 26-Dec 1958 65 8-Aug 67 8-Au 1959 47 6-Mar 56 7-Dec 1960 57 12-Se 79 12-Sep DONNA* 1961 49 4-Feb 62 5-Dec 1962 49 30-Dec 66 30-Dec 1963 52 5-A r 76 5-A pr 1964 45.. . 1-Jul 58 1-Dec 1965 43 4-Nov 58 4-Nov 1966 .. .. -47 24-Dec 67 .. 24-Dec 1967 50 25-Ma 70 25-Ma 1968 54 12-Nov 58 12-Nov 1969 51 1-Jan 59 1-Jan 1970 57 3-Feb 69 3-Feb 1971 55 4-Mar 71 4-Mar 1972 49 25-Jan 63 26-Nov 1973 49 6-Sep 75 6-Se 1974 61 31-Jan 69 31-Jan 1975 40 25-Jan 55 20-A r 1976 46 10-Dec 62 2-Feb 1977 60 22-Mar 63 22-Mar 1978 61 6-Feb 79 6-Feb 1979 45 25-Jan 66 8-Dec 1980 48 25-Oct 58 25-Oct 1981 50 11-Feb 62 I1-Feb . 1982 50 1-Apr 64 1-A pr 1983 47 28-Dec 60 7-Dec 1984 45 29-Mar 63 29-Mar 1985 61 27-Sep 76 27-Sep GLORIA* 1986 40 19-Dec 63 19-Dec 1987 37 Several 53 31-Mar 1988 45 22-Jun 68 22-Jun 1989 38 21-Nov 60 2-Au 1990 37 23-Mar 55 11-A r 1991 47 19-Au 66 15-Dec BOB* 1992 51 12-Dec 78 12-Dec 1993 54 13-Mar 81 13-Mar 1994 46• 25-Jul 65 4-Jan *Source:R.Lautzenheiser T 1 R Y C A M1 t , M r i gg }� •G, r I r�'ry ! 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C-3-not-,` d s - r ':: s3 £ It 'i �AL yks-W. & �. e^i AR MA - ME , 3 a era �3 *� 11 - -tom a . ," �' ,t k jam AIM 01 EXISTING VIEW ON SITE LOOKING NORT�I CLOUGH, HARBOUR TOWARD THE PROPOSED MONOPOLE & ASSOCIATES LLR ENGINEERS,SURVEYORS,PLANNERS Sp � } &LANDSCAPE ARCHITECTS-/e� t r um , L CROSSROADS iCOiR?rrRA-'= CENT=;R l^,.i_RNATICI AL. 301LIEVARD, S !'TE 800 DATE: NOV. 1999 SITE NO.:BS13XC661B4 VAHWAi iNEVA JERS:y 07-95 I :i 01 R4 t $ �7 € - - 7 Y np as TR Moz AM, Al : � a ' MA, �• - dz 2 »' - 3» 'Ay ltw- - h ¢ y z � r z, allk.._ t . EXISTING VIEW ON SITE LOOKING NORT CLOUGH, HAR®OUR TOWARD THE PROPOSED MONOPOLE & ASSOCIATES LLP ENGINEERS,SURVEYORS,PLANNERS -- � rl n t Spectrum, j,1"� &LANDSCAPE ARCHITECTS CROSSRCADS CORPORA" CENTER. i I'�T;=Rc.ATIONAl. OUi —YARD, SU'TE 30C, DATE: NOV 1999 SITE NO.:BS13XC661B4 hluFiWAi:, N&N jE!RS!Y 0749:: Crossen Ralph From: Twarog, Alan To: Crossen Ralph Subject: 1047 Falmouth Rd. Date: Thursday, December 02, 1999 12:OOPM This property has the benefit of two Use Variances and a subsequent modification. It appears from a recent site visit, made on 11/22/99, that the terms and conditions of Appeal Number 1975-93 are not being met in that there are more than 2 businesses on the premises. The signs at this location indicate that there is a chiropractor office, a plumbing &heating company, an asphalt contractor's office, a bookkeeping service business, and an alarm company. In Appeal Number 1975-93,the Board granted a modification of the previously approved Variances on this property(Appeal Numbers 1968-105 and 1971-23)to permit a change of use from office space to retail space. Appeal Numbers 1968-105 and 1971-23 allowed a retail lighting shop and 2,500 sq. ft. of office space. The Board granted this modification with the following conditions: 1)There shall be only two businesses on locus a) The Electric Lighting Company in conjunction with the Alarm Company b) A bookstore 2)The bookstore shall be limited to: a) the location in the building as shown on the plans submitted b) the sale of books only- not newspapers or periodicals 3)There shall be one sign of no larger than 12 square feet each a) for the Electric Lighting portion of the joint use b) for the Alarm System portion of the joint use c) for the bookstore 4)The grant of the modification of the variance does not allow for and does not imply three separate uses differing in the use. The Electric Lighting Company and the Alarm Company are to be considered as one,joint use. The bookstore is the second use. 4 Page 1 COMMERCIAL PROPERTY �MAP NO... LOT NO. FIRE DISTRICT SUMMARY STREET Route 28 Hyamis LAND 250 4 - x alBLDGS. OWNER ^ TOTAL ^ ! LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: — O) BLDGS. 'Reld Corporation 68 1399 183 B ^ TOTAL U.�,:C •f'" /j '' o-.2 8 ra LAND � /F-O•- // J e � BLDGS. TOTAL LAND /Z, /S- BLDGS. O1 TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND a BLDGS. TOTAL LAND NTERIOR INSPECTED: BLDGS. )ATE: TOTAL ^ LAND ACREAGE COMPUTATIONS BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL a IUSE LOT �' 3 pOG�d J`7 /-� O[ti--,<:� LAND EARED FRONT BLDGS. REAR ^ TOTAL )ODS&SPROUT FRONT L LAND REAR 0) BLDGS. LSTE FRONT ^ TOTAL REAR LAND BLDGS. TOTAL P LAND BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. ^ TOTAL LOW DIRT RD. LAND SWAMPY NO RD. BLDGS. ... .._... ,.-IIJ� w01LUliiko v rU IAFIi)I,4 i CONCRETE WALLS �/ LATH & PLASTER BATH RM. FL. & WAINS. Zoo S. F. _!, Z ' CEMENT BLK. WALLS COMPO. BOARD TOILET RM. FL. & WAINS.G O S. F. G SQ© BRICK WALLS ACOUSTICAL S $ I/ BATH ROOM FLR. S. F. STONE WALLS TOILET ROOM FLR. S_ F. ' INTERIOR FINISH S. F. r/ L c. p r2 BASEMENT AREA LATH & PLASTER MISCELI-ANEOUS S. F. y� 1 y, I % I CFUL IORYWALL FIREPROOF CONSTR. S. F. EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION S. F. y .� ;OLID COM. BRICK UNFIN. INT. FIRE RESISTING yb OM. OR. ON C. B. STEEL FRAME ACE BR. ON COM. BR. PARTITIONS STEEL BEAMS & COLS. / p 7f'5H c' ACE BR. ON C. B. LATH AND PLASTER TIMBER BEAMS & COLS. 24 Coc ACE BR. VEN. DRYWALL W o pw STEEL TRUSSES 7 ! EMENT OR CINDER BLK BRICK /iv Ott T 3 Zy L I EIN. CONCRETE C. BLK. SPRINKLER SYST. T STONE FACING PASSENGER ELEV. - TONE OR T. C. TRIM HEATING FREIGHT ELEV. TUCCO ON' STEAM INCINERATOR SHINGLES HOT WATER FIREPLACES ARTY WALLS HOT AIR CHIMNEYS LATE GLASS FRONT GAS' OIL BURNER STEEL FRAME SASH ROOFING COAL STOKER WOOD FRAME SASH REPI-ACEMENT VALUE Q . OMPOSITION OR T. & G. NO HEATING RENTAL CAPITALIZATION LOCATION QETAL AIR COND.—REFRIG. LAND 'L 2 �t� GOOD FAIR POOR OOD DECK /1 p .�� COND.—WATER VACANCY Z G Z LISTER DATE PETAL DECK ` Z-/c. j/ HEATING - —._ WIRING WATER Z FLOORS FLEXLUME OR EQUAL i ELECTRICITY OCCUPANCY DETAIL & INCOME B 1ST 2N 3RD PIPE CONDUIT JANITOR 8.$JS1 ENCRETE MANAGEMENT Z�Z EARTH PLUMBING wn � ,,.ia;:•.: 'c. , i _� ;INE BATH ROOMS TOTAL FLAT EXPENSES iARDWOOD TOILET ROOMS SINGLE FL. WATER CLOSET EXTRA GROSS ANNUAL INCOME G Z z S W LL e (ISPH. TILE LAVATORY EXTRA LESS FLAT EXPENSES TERRAZZO SINK EXTRA BALANCE FOR CAP. L7 !/✓r. WOOD JOIST ✓ URINALS CAP. RATE 777 )TEEL JOIST NO PLUMBING REFLECTED CAP. VALUE TEIN. W . W OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. - 7771 <3r' s 13 r o ZZ�c7o 6.: 3 s- 3 4 5 t o TOTAL r +-----------------------------7 BILL INQUIRY --------------------------------+ 1 +-------------------------------------------------------------------------=--+ I IlAction: Next Prev Cust-File . Detail Exit II IlDisplay next page of bills. II II II II Parcel 250-004 Effective Date 12/06/1999 II it Location 1047 FALMOUTH ROAD (ROUTE 28) II Owner RELD CORP. II II II II Year Type Orig Billed Activity Unpaid Bal Due Now II ill 2000 PP-R 3. 97 . 00 3. 97 1. 99 II 112 1999 RE-R 4564 . 51 -4564 . 51 . 00 . 00 II 113 2000 RE-R 4870. 73 . 00 4870 .73 2435 .37 II 114 1998 RE-R 4319. 88 74319. 88 . 00 . 00 II 115 1995 RE-R 4506. 13 -4506. 13 . 00 . 00 II 116 1996 RE-R 4713. 64 -4713 . 64 . 00 . 00 II 117 1997 RE-R 4828 .24 -4828 .24 . 00 . 00 II 118 II 119 II 11 II 11 Current Owner Total Due Now 2437 .36 II II RELD CORP Total Payment II ++----------------------------------------------------------------------------++ +------------------------------ BILL INQUIRY --------------------------------+ (Action: Find Next Prev Browse History Detail Comments . . . 1 ( Display the previous bill. I I I Year Type Bill # Cust # Name 1 2000 RE-R 22739 95589 RELD CORP Comm? N I I Parcel ID Property Loc/Ref Parcel ID 1 1 250-004 1047 FALMOUTH ROAD (ROUTE 250004 1 I 1 Int Date Billed Abt/Adj Pmts/Credits Interest Unpaid bal 1 11 12/18/99 2, 435 . 37 . 00 . 00 . 00 2, 435. 37 1 12 05/18/00 2, 435. 36 . 00 . 00 . 00 2, 435. 36 1 13 I 14 I I Fees: .00 . 00 . 00 . 00 . 00 Totals: 4, 870.73 . 00 . 00 . 00 4, 870.73 I JAN 1 Owner: RELD CORP Discount . 00 1 1 Mail Addr/Tel P 0 BOX 1148 Due 12/06/99 2, 435.37 1 1 HYANNIS, MA 02601 Per Diem . 00 1 I Int Paid . 00 1 I 3 of 7 1 +------------------------------------------------------------------------------+ +------------------------------ BILL INQUIRY --------------------------------+ (Action: Find . Next Prev Browse History Detail Comments . . . I ( Display payment history for the current bill. I I I I Year Type Bill # Cust # Name I 11999 RE-R 22616 95589 RELD CORP Comm? N I I Parcel ID Property Loc/Ref Parcel ID I 1250-004 1047 FALMOUTH ROAD (ROUTE 250004 I I I Int Date Billed Abt/Adj Pmts/Credits Interest Unpaid bal I 11 12/22/98 2, 159. 95 . 00 2, 159. 95 . 00 . 00 I 12 05/13/99 2, 404 . 56 . 00 2, 404 .56 . 00 . 00 I 13 I 14 I I Fees : . 00 5. 00 5 . 00 . 00 . 00 I I Totals : 4, 564 . 51 5 . 00 4, 569.51 . 00 . 00 I JAN 1 Owner: RELD CORP Discount . 00 I I Mail Addr/Tel P 0 BOX 1148 , Due 12/06/99 . 00 I I HYANNIS, MA 02601 Per Diem . 00 I I Int Paid 171. 95 I 2 of 7 +------------------------------------------------------------------------------+ Property Location: 1047 FALMOUTH RD(ROUTE 28) MAP ID: 250/004/ Vision ID:18155 Other ID: Bldg#: 1 Card 1 of 1 Print Date:12/06/1999 CONSTRUCTIONDETAIL .- - SKETCH . Element Cd. Ch. Description Commercial Data Elements Element Cd. Ch. Description ----------- tyle/Type 18 flice Bldg BAS[30] odel 4 Commercial Heat&AC 0 NONE rade C C Frame Type 2 WOODFRAME Baths/Plumbing 2 AVERAGE Stories Story AS 24 ccupancy 0 eiling/Wall 8 YPICAL BM ooms/Prtns 2 AVERAGE xterior Wall 1 4 ood Shingle /o Common Wall 2 Wall Height to oof Structure D3 able/Hip Roof Cover D3 sph/F GIs/Cmp 0 4 CONDOIMOBILE HOME DATA Interior Wall 1 5 Drywall _,. 2 Element ode escriptton actor Interior Floor 1 4 arpet Complex 2 Floor Adj Unit Location 24 Heating Fuel 04 Electric AS 20 94 Heating Type 7 lec Baseboard umber of Units BM C Type 1 one umber of Levels %Ownership Bedrooms DO Zero Bedrooms 4 2 Bathrooms 0 Zero Bathrms COST/MARKET[!AIUATlON . 0 0 Full Unadj.Base Rate 3.00 Total Rooms 1 1 Room Size Adj.Factor 0.90679 38 38 rade(Q)Index 1.03 Bath Type kdj.Base Rate 49.50 38 Kitchen Style 3ldg.Value New 287,249 ear Built 1969 ff.Year Built 1975 rml Physcl Dep 2 uncnl Obslnc con Obslnc 23 MIXED.USE pecl.Cond.Code pecl Cond 3400 FFICE BLD 100 verall%Cond. 5 eprec.Bldg Value 158,000 OB DUTBUILDIIVG& YARD ITENfS(L)/..XF,BUILDING!"EXTRA IEATURES(B) Code I Description LIB I Units Unit Price Yr. I Dp Rt %Cnd Apr. Value PAVlPAVING-ASPHALT L 12,000 0.90 1975 0 50 5,40 BUILDING SUB:AREA SUMMf1RYSECTION Code Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 3,878 3,878 3,878 49.50 191,961 FBM Basement,Finished 1,733 2,888 1,733 29.70 85,78 UBM Basement,Unfinished 0 960 192 9.90 9,50 Gross L ease Area 5,61N 7,726 5,80A Blds Vah 1 287,24 Property Location: 1047 FALMOUTH RD(ROUTE 28) MAP ID: 250/004/ Vision ID: 18155 Other ID: Bldg#: 1 Card 1 of 1 Print Date:12/06/1999 CUMN.TUWNER TOPO UTILITIES :STRT✓ROAD- LOCATION GCIRRENTf1SS SSMENT LD CORP Descri =ion Code Ap praised Value Assessed Value OM LAND 3400 124,40 124,40 801 O BOX 1148 OMMERC. 3400 158,00 158,00 YANNIS,MA 02601 OMMERC. 3400 5,40 5,40 E DATA m Barnstable, SUPPLEMENTAIL DATA ccount# 159269 Plan Ref. Tax Dist. 400 Land Ct# er.Prop. Not I S I ON Life Estate DL 1 Notes: 29Q924 DL 2 IS ID. :, Tota4 287,80 287,80 RECORD..OF OWNERSHIP BK-.V_OL/PAGE SALEDATE /u 0 .SALE PRICE: V.C. �PREVIOUSASSESSMEIVTS HISTOR . - �: ELD CORP 1399/183 Q 0 Yr. Code Assessed iE.ilue Yr. Code Assessed Value Yr. Code Assessed Value 199 3400 S424,400 1998 3400 124,40 199 3400 4 58,0001998 3400 158,00 199 3400 4 5,40 199 3400 5,40 Total. <287 80 Total. 287,8001 Total. 309,700 EXEMPTIONS ;OTHER"ASSESSMENTS__ This signature acknowledges a visit by a Data Collector or Assessor Year T e/Descri tion Amoun t Code I Description Number Amount Comm.Int. APPRAISED YAL,UE SUMMARY Appraised Bldg.Value(Card) 158,000 Appraised XF(B)Value(Bldg) 0 Total. Appraised OB(L)Value(Bldg) 5,400 NO..T.ES Appraised Land Value(Bldg) 124,400 *BLDG ADJUST.FOR Special Land Value ECONOMICS Total Appraised Card Value 287,80 Total Appraised Parcel Value 287,80 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 287,80 BUILDING,PERMITRECORD i'ISIT/CHA1VGEHISTORY PermitID Iss . y p - .. ue Date T e Description Amount Insp.Date %COMA Date Comp. Comments Date ID Cd. I Purpose/Result _ LAND LINE VAL UATION SECTION .; B#I Use Code Description Zone _DL Fronta a Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad'. Notes-AdYS ecial Pricin Ad. Unit Price Land Value 1 3400 FFICE BLD RB 4 1 0.8 A 111,000.0 1.0 E 1.0 HY09 1.3 PCL(.83,U30)Notes:30 3SIT 149,850.0 124,40 Total Land Uni 0.8A A Total Land Valu 124,40 f FILE COPY ONLY! NOT RECORDED AT REGISTRY OF DEEDS apfNE r� BARNSUBLE. . MARS Town of Barnstable Zoning Board of Appeal Decision and UbtiA". Epp ri'';; 7 ► ' - f' Childs -Appeal Number 2000-24 Modification of Variance No. 1975-93 Summary: Granted with Conditions Applicant: Randy Childs Address: 1047 Falmouth Road/Route 28, Hyannis, MA Assessor's Map/Parcel: Assessor's Map 250, Parcel 004 Area: 0.83 acre Zoning: RD-1 Residential RD-1 Zoning District Groundwater Overlay: GP Groundwater Protection District background: The property consists of a 0.83 acre lot that is improved with an office building of approximately 5,611 sq. ft. and a 115 foot radio tower. The existing building consists of two levels; a first floor level and a finished exposed basement. An issue arose at the December 01, 1999 Zoning Board of Appeals hearing of Appeal Nos. 1999-147 and 148 as related to a proposed rebuilding of the communication tower by Sprint Spectrum, LP. During that hearing questions were raised as to the uses on the site and compliance with the conditions of Variance No. 1975-93. That Variance was very specific in terms of the permitted uses. The conditions imposed were as follows: 1) There shall be only two businesses on locus a) The Electric Lighting Company in conjunction with the Alarm Company b) A bookstore 2) The bookstore shall be limited to: a) the location in the building as shown on the plans submitted b) the sale of books only - not newspapers or periodicals 3) There shall be one sign of no larger than 12 square feet each a) for the Electric Lighting portion of the joint use b) for the Alarm System portion of the joint use c) for the bookstore 4) The grant of the modification of the variance does not allow for and does not imply three separate uses differing in the use. The Electric Lighting Company and the Alarm Company are to be considered as one,joint use. The bookstore is the second use. Today, the applicant is seeking to modify those conditions to permit four(4) office units. At present those units are occupied by Elkman Bookkeeping, Briggs & Heino Plumbing & Heating, Hyannis Chiropractic and Associated Alarm System, Inc. Sprint Spectrum, LP is considering locating also on the site, only with respect to rebuilding of the existing tower and locating its antennas in combination with existing communications. This issue however is the subject of Appeal Nos. 1999-147 and 1999-148 and are not before the Board today. This applicant is requesting only to legitimize those uses that are there today. The site has a history of Zoning Board activities dating from a 1968 grant of a Use Variance No. 1968- 105. After that others that were issues and granted were 1971-23 and 1975-93. Other activities that were not granted were 1978-19, 1978-42, 1978-53, and 1978-54. f Town of Barnstable-Zoning Board of Appeals-Decision and Notice Childs-Appeal Number 2000-24 Modification of Variance No. 1975-93 Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on February 28, 2000. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened March 29, 2000, at which time the Board granted the requested relief. Hearing Summary: Board Members hearing this appeal were Richard Boy, Gail Nightingale, Gene Burman, Dan Creedon, and Chairman Emmett Glynn. Attorney Bruce Gilmore represented the applicant, Randy Childs, who was present. Attorney Gilmore cited that the Reld Corporation, Inc., the Real Estate Corporation, is the title owner to the property in issue. He reviewed the current uses on the site include a bookkeeping business, Briggs & Heino Plumbing & Heating, a chiropractor, and the Child's Companies which include Associated Alarm System, Inc. There has been a chiropractor use on site since 1976. Attorney Gilmore reviewed the history of the site. In 1968, a Use Variance was granted for an electrical contracting business and rental offices. In 1971, a"second relief'was granted which allowed for the construction of an addition to the existing building to be used for 4 additional offices and storage. There is a discrepancy between,the Decision in Appeal Number 1971-23 and the legal notice. The Decision states that a Special Permit was granted for the expansion of a nonconforming use whereas the legal notice states it was an appeal of the Building Inspector as well as a request for a Variance. In any event, the work commenced in 1973. By 1974, the rental units were unoccupied and in 1975, the applicant was granted a Variance in Appeal Number 1975-93. This allowed for two retail uses on the site. However, the bookstore use granted in that appeal, never came to fruition. The only retail use on site at that time was the lighting store (which remained until 1984). That retail use has been discontinued and the only use in that unit has been office use. There has been no retail use on this site since 1986. Since the applicant did not"use" the relief granted in 1975, they were under the impression that they could revert back to the relief granted in 1968 and 1971 for the office use on site. The applicant is before the Board tonight to legitimize the uses currently on the site. Public Comment: Mr. Botsford, a direct abutter, spoke in support stating they are good neighbors with no problems. No one else spoke in favor or in opposition to this appeal. Findings of Fact: At the hearing of March 29, 2000, the Board found the following findings of fact as related to Appeal No. 2000-24: 1. The Applicant, Randy Childs, is seeking to modify the Special Permits/Variances granted to the property located at 1047 Falmouth Road/Route 28, Hyannis, MA as shown on Assessor's Map 250, Parcel 004. The site is located in the RD-1 Residential D-1 Zoning District and the GP Groundwater Protection District. 2. The property consists of a 0.83 acre lot that is improved with an office building of approximately 5,611 sq. ft. and a 115 foot radio tower. 3. The existing building consists of two levels; a finished basement and a first floor level. 4. This request for a modification came about as a result of an application for a radio communications tower by Sprint Spectrum LP (another appeal before the Board). Upon inspection of the building, it was discovered that the existing uses were not consistent with the relief previously granted. 5. The applicant is seeking to modify the conditions previously granted in the Special Permits and/or Variances to permit four(4) office units to include a bookkeeping office, a plumbing & heating office, a chiropractic office, and Childs Electric/Associated Alarm System, Inc. 6. This relief would be a modification of those applicable sections of Appeal Number 1968-105, Appeal Number 1971-23 and Appeal Number 1975-93. 2 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Childs-Appeal Number 2000-24 Modification of Variance No. 1975-93 7. The relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. The vote on the Findings was as follows: AYE: Gene Burman, Richard Boy, Dan Creedon, and Chairman Emmett Glynn NAY: Gail Nightingale Decision: Based on the findings of fact, a motion was duly made and seconded to grant the relief being sought in Appeal No. 2000-24, subject to the following terms and conditions: 1. There shall be no more than 4 office suite located within the building. No medical offices that receive_ or give patients care are permitted except that, the existing chiropractic office shall be allowed to operate until it moves or ceases. At that time, the space shall revert to an office use only and shall not be reused for chiropractic medical care. 2. Within one year of the issuance of this modification, the site shall be improved as represented to Site Plan Review and as shown on a plan titled "Comprehensive Site Plan"for Reld Corporation, drawn by Clough, Harbour&Associates and as approved by the Site Plan Review Committee dated February 24, 2000. 3. There shall be only one sign permitted on the site that shall not exceed 36 square feet. The Vote was as follows: AYE: Gene Burman, Richard Boy, Dan Creedon, and Chairman Emmett Glynn NAY: Gail Nightingale Mrs. Nightingale stated she voted in the negative because she felt there were no variance conditions and that the applicant has gone beyond what was allowed in Appeal Number 1975-93. Order. Appeal Number 2000-24 has been granted a Modification of Variance No. 1975-93 with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. �d Signed and sealed this /,day of ?oor under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 i Planning Labels 03-Mar-00 , RefNo mappar ownerl owner2 addr city state zip 24 02130 299 064 MCLEAN, KENNETH N JR 173 ARMORY ST JAMAICA PLAIN MA 0 4 249 066 RYAN, JOSEPH A & NATALIE TRS 28 BLUEBERRY HILL RD HYANNIS MA 02601 '� & 299 067 CARINE, JANICE E P 0 BOX 196 CENTERVILLE MA 02632 `� m 249 067 004 THIS PARCEL DOES NOT EXIST 4 249 068 GAMMONS, JOHN H & BERTHA V BLUEBERRY HILL RD HYANNIS MA 02601'� 6 249 069 JONES, DAVID T & SHEILA M 4 BLACKBERRY LN HYANNIS MA 02601'� *249 070 MEDLIN, KAREN M 56 BLUEBERRY HILL RD HYANNIS MA '02601� iS249 071 MIRANDA, RUI A 64 BLUEBERRY HILL RD HYANNIS MA 02601+✓ �' MIRANDA, RUI A 64 BLUEBERRY HILL RD HYANNIS MA 02601 r 249 072 THOMAS, JOHN W & MURIEL 76 BLUEBERRY HILL RD HYANNIS MA 0260' h 249 073 PRAISE, IRMA BALL & PRAISE, JULIETTE 290 W MAIN ST HYANNIS MA 0260_ 4 249 .077 NORTON, STEVEN A & MORRISON-NORTON, LYNETTE A 59 BLUEBERRY HILL RD HYANNIS MA 02601✓ it 249 083 ANDERSON, JOHN C & SUSAN G BLUEBERRY HILL RD HYANNIS MA 02601✓ 41 249 153 -LEBOEUF, MARILYN K v 69 BLUEBERRY HILL RD r HYANNIS MA 02601 ✓ 250 001 FOUNDERS COURT CORP C/O C JOHNSON & CO PO BOX .1100 CENTERVILLE MA 02632V FOUNDERS COURT CORP C/O C JOHNSON & CO PO BOX 1100 CENTERVILLE MA 02632✓ w 250 002 BAILEY, WALTER 25 LYMAN ST WALTHAM MA 02154✓ ,m 250 003 MAHER, MICHELLE 2 BLACKBERRY LANE HYANNIS MA 02601✓ c�. 250 004 RELD CORP P 0 BOX 1148 HYANNIS MA 02601✓ 4 RELD CORP P 0 BOX 1148 HYANNIS MA 02601- . < 250 005 BOTSFORD, NORMAN L & JUDITH 1069 FALMOUTH RD HYANNIS MA. 0260100 250 006 PIERCE, IRENE M 1081 FALMOUTH RD HYANNIS MA 02601 !t 250 008 HAKALA, KENNETH A & FAITH S 728 STRAWBERRY HL RD CENTERVILLE MA 02632 w 250 023 H00 PIETRO, DAVID G TRS D P REALTY TRUST 37 MECHANIC ST WORCESTER MA 01608 250 023 TOO PIETRO, DAVID G TRS D P REALTY TRUST 37 MECHANIC ST WORCESTER MA 01608✓ 250 025 GLOWACKI, WALTER J P 0 BOX 28 NANTUCKET MA 025E �. 250 027 H00 PIETRO, DAVID G TRS D P REALTY TRUST 37 MECHANIC ST WORCESTER MA 01608✓ e 250 027 TOO PIETRO, DAVID G TRS D P REALTY TRUST 37 MECHANIC ST WORCESTER MA 01608'� e 250 028 SCHOFIELD, BENTLEY C & JOHN M P 0 BOX 44 CENTERVILLE MA 02632 250 065 FATHER MCSWINEY ASSOC INC %JOHN KELLEHER, TRS BOX 25 HYANNIS MA 02601✓ 250 094 BAILEY, WALTER 25 LYMAN ST WALTHAM MA 02154 ✓ Z� 1 TOVN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE FOR MARCH",2000 aamp the G interested in'.or affectmed t I of r er 4 the is0A of General Laws of the Comoo n alUn of Massachusetts.and ameendrne thereto you are hereby notified that: Appeal Number 2000-24 7:30 PM C hOds Randy Can&has applied to the Zoning Board of Appeals for a Modification of an existing Variance pursuant to MGL Chapter 40A.Section 14 to allow four offices spaces: one of which would provide chiropractic services to replace a permitted retail electrical supply show/ sates room and retail bookstore. The property is shown on Assessor's Map 250.Parcel 004 and is commonly addressed as 1047 Falmouth Road/Route 28,Hyannis,MA in an RD-1 Residential RD-1 Zoning District.8:IS PM Skalsky peal Number 2000 2s Francis Skelsky(Loving Care Assisted lriiin applied to the Zoning Board of Appeals for a Use Variance to Section 3.1.3(1)Principle Permitted Uses to provide an assisted living home for the elderly for not more than three(3)persons. The applicant is licensed by the Commonwealth's Executive Office of Eidedy Affairs. The property is shown on Assessor's Map 190.Parcel 194 and is commonly addressed as 94 Monomoy Circle.Centerville.MA in an RC Residential C Zoning District �Number 2000-26 9:30 PM Conikm James M.Conlin has applied to the Zoning Board of Appeal^For a Valance to Section )requested1.4(5)Bulk Regulations. The Variance is requested from the area requirements for two(22) undersized lots. The property is shown on Assessor's Map 024,Parcels 052 and 053 and commonly addressed as 27 and 59 Bob White Run,Cotuit.MA in an RF Residential F Zoning District. 8A5 PM Egan Appeal Number 2000-27 John R.and Pamela C.Egan have petitioned to the Zoning Board of Appeals for a Special Pem-4t pursuant to Section 4-1.2(t)Special Permit Required/Certsi n Accessory Uses for two(2)punting greens and two(2)accessory bukkxp(a small water and Irrigation NAding and a pump house)to be mated on lots immediately across the road from the P Pal use- The property is shown on Assessor's Map 034, Parcels 063 and 064 and commonly addressed as 37 Muff Point Drive and 59 Bluff Point Drive.Cotuit.MA in an RF Residential F Zoning District. These Pules Hearings wit be held in the bearing Room:Second Floor.Town Hail,367 Main Street,Hyaims.Massachusetts on Wednesday.March 29.2000. All plans and applications may be reviewed at the Zoning Board of Appeals Office, Town of Barnstable. Planning Department,230 South Street,Hyannis,MA Emmett Glynn.Chairman Zoning Board of Appeals The Barnstable Patriot March 9&March 16.2000 I .UMMIT MANUFACTURING, LLC �� ° PAUL J. FORD AND COMPANY w ! STRUCTURAL ENGINEERS 225 KIWANIS BOULEVARD, WEST HAZLETON, PA I e201 250 East Broad Street,Suite 500,Columbus,Ohio 43215 PHONE: (888) 1347-6537 FAX: (888) 460-68135 (614)221-6679 Fax:(614)221-0166 www.PjFweb.com VISIT US AT WWW.SUMMITMFG.COM J 0 8 D A T A Page 1 of 1 Job No. 29200-555R1 By DM8 Design No. SUMMIT JOB #9154-A518 22.000" ACROSS FLATS Chk d By Date KJS Rev. No. 1 Rev. Date 05-25-2000 Pole 118-FT MONOPOLE Site BS13XC661: HYANNIS, MA 118'-0" Owner SPRINT Ref. No. Design 105 MPH 91 MPH + 1 2 RADIAL ICE ACCORDING TO TIA EIA-222-F 1996 L 0 A D C A S E S CASE 1 105 MPH WITH NO ICE DESIGN WIND CASE 2 91 MPH WITH 1/2" RADIAL ICE REDUCED WIND WITH ICE CASE 3 50 MPH WITH NO ICE OPERATIONAL WIND 95,_0• P 0 L E S P E C I F I C A T 1 0 N S Pole Shoe Type: 18-SIDED POLYGON R 3/16" X 40.75' (Fy=60) Taper: 0.155042 IN FT (EST WT = 2.061 KIPS) Shaft Steel: ASTM A607 GRADE 60, ASTM A607 GRADE 65 Base PL Steel: ASTM A572 GRADE 55 55 KSI Anchor Bolts: 2 1 4 0 x 8 -0 LONG 88-0" 18J ASTM A615 GRADE 75 A N T E N N A L I S T No. Elev. Description TOP 8 LIGHTNING ROD SPLICE LENGTH 1-12 TOP (12) DAPA 48000 PCS PANEL MIN = 37.80" - TOP 14' LOW PROFILE PLATFORM DESIGN = 42.00' 13-14 102.50 (2) 15' WHIP MAX = 46.20" - 102.50 OMNI-ANTENNA CLAMP MOUNT 15-26 88.00 (12) DAPA 48000 PCS PANEL 75-0 - 88.00 14' CLAMP-ON LOW PROFILE PLATFORM OF ,�� 76.00 GPS ANTENNA W/ MOUNT STEP BOLTS FULL HEIGHT. RI W. ANTENNA FEED LINES RUN INSIDE OF POLE. l sm ' .. R 1/4" X 40.00' (Fy=65) (EST WT = 3.267 KIPS) No-poll SSJONAL��\�. vUu / 45'-0* SPLICE LENGTH �� !, MIN = 45.90" DESIGN = 51.00" 1®V MAX = 56.10" 105 MPH WIND 50 MPH WIND Lateral Rotation Loterol Rotation $ Elevation Deflection (sway) Deflection (sway) g (Inches) (degrees) (Inches) (degrees) TOP 82.3 5.511 18.6 1:250 3 5/16' X 45.00' (Fy=65) EST WT = 5.410 KIPS) S H A F T S E C T 1 0 N D A T A Shaft Section Plate Lap Diameter Across Flats Section Length Thickness S lice (inches) feet in. in. ® Top I ® Bottom 1 40.75 0.1875 22.000 28.318 2 40.00 0.2500 42.00 27.400 33.602 3 45.00 0.3125 51.00 32.443 39.420 0'-0' NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES BASE REACTIONS FOR FOUNDATION DESIGN BASER 2 1/2' X 45.000' SQUARE MOMENT = 1617 ft-kips W/(12) 2.25"0 ANCHOR BOLTS ON 46.000" B.C. WITH MIN. 7'-0- SHEAR = 20.5 kips EMBEDMENT INTO PIER (W/NUTS & TEMPLATE PLATE 0 BOT.) AXIAL = 15.0 kips 39.420" ACROSS FLATS d Page 1 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 �am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- Pole Height : 118 ft Pole Shape : 18-Sided Polygon Pole Type : Taper shaft - Slip Joint Splice Pole Taper : 0.155042 (in/ft) --------------------------------------------------------------------------------- INPUT TUBE PROPERTIES: Top / Bot Wall Top Bot Slip Tube Splice Tube Tube Thick Steel Diam Diam Joint Sect Elev Elev Length [t] [FYI [Dtl [Db] Overlap No. (ft) (ft) (ft) (in) (ksi) (in) (in) (in) ---------------------------------------------------------------------=----------- 1. 118.00 77.25 40.750 0.18750 60 22.000 28.318 42.00 2. 80.75 40.75 40.000 0.25000 65 27.400 33.602 51.00 3. 45.00 0.00 45.000 0.31250 65 32.443 39.420 --------------------------------------------------------------------------------- TUBE SECTION PROPERTIES: Diam. Wall Diam/ Tube Section Across Thick Thick Sect Weight Elev Flats [t] [W/t] [D/t] Area Ix No. (kips) Location (ft) (in) (in) Ratio Ratio (in^2) (in^4) --------------------------------------------------------------------------------- 1 2.061 @Top 118.0 22.000 0.1875 18.93 117.33 12.98 780.1 @Splice 80.8 27.775 24.36 148.13 16.42 1578.2 @Bot 77.3 28.318 24.87 151.03 16.74 1673.1 2 3.267 @Top 80.8 27.400 0.2500 17.56 109.60 21.54 2005.8 @Splice 45.0 32.943 21.47 131.77 25.94 3502.0 @Bot 40.8 33.602 21.94 134.41 26.46 3718.0 3 5.410 @Top 45.0 32.443 0.3125 16.54 103.82 31.87 4155.5 @Bot 0.0 39.420 20.48 126.14 38.79 7492.7 --------------------------------------------------------------------------------- Total Shaft Steel Weight = 10.737 kips --------------------------------------------------------------------------------- Page 2 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •= (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------- 7----------------------------------------------------------------- Segment Properties: ( @ Max Segment = 10 ft ) Diam. Wall Diam/ Tube Segment Segment Across Thick Thick Segmt Feature Elev. Flats [t] [W/t] [D/t] Area Ix No. Location (ft) (in) (in) Ratio Ratio (in^2) (in^4) --------------------------------------------------------------------------------- 1. top 118.000 22.000 0.18750 18.93 117.33 12.98 780.1 2. <arm [1] > 118.000 22.000 0.18750 18.93 117.33 12.98 780.1 3. <arm [2] > 118.000 22.000 0.18750 18.93 117.33 12.98 780.1 4. <arm [3] > 118.000 22.000 0.18750 18.93 117.33 12.98 780.1 5. 110.000 23.240 0.18750 20.09 123.95 13.72 920.8 6. 100.000 24.791 0.18750 21.55 132.22 14.64 1119.4 7. <arm [4]> 95.000 25.566 0.18750 22.28 136.35 15.10 1228.6 8. <arm [5] > 95.000 25.566 0.18750 22.28 136.35 15.10 1228.6 9. 90.000 26.341 0.18750 23.01 140.49 15.56 1344.6 10. <arm [6] > 88.000 26.651 0.18750 23.30 142.14 15.75 1393.0 11. <arm [7] > 88.000 26.651 0.18750 23.30 142.14 15.75 1393.0 12. top sec(2) 80.750 27.775 0.18750 24.36 148.13 16.42 1578.2 13. 80.000 27.517 0.25000 17.64 110.07 21.64 2031.6 14. bot sec(1) 77.250 27.943 0.25000 17.95 111.77 21.97 2128.4 15. <arm [8] > 75.000 28.292 0.25000 18.19 113.17 22.25 2209.9 16. 70.000 29.067 0.25000 18.74 116.27 22.87 2398.3 17. 60.000 30.617 0.25000 19.83 122.47 24.10 2806.5 18. 50.000 32.168 0.25000 20.92 128.67 25.33 3258.7 19. top sec(3) 45.000 32.943 0.25000 21.47 131.77 25.94 3502.0 20. bot sec(2) 40.750 33.102 0.31250 16.91 105.93 32.52 4416.5 21. 40.000 33.218 0.31250 16.98 106.30 32.64 4463.6 22. 30.000 34.769 0.31250 17.85 111.26 34.18 5124.7 23. 20.000 36.319 0.31250 18.73 116.22 35.71 5848.0 24. 10.000 37.870 0.31250 19.60 121.18 37.25 6636.4 25. base 0.000 39.420 0.31250 20.48 126.14 38.79 7492.7 --------------------------------------------------------------------------------- Total Number of Antennas / Arms = 8 --------------------------------------------------------------------------------- I ' a. Page 3 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Arm Load Antenna Antenna Ant Mount. Applic. Arm Ice Area Force Antenna Arm Elev. Elev. Length Load [CaAa] [gzGhCaAa] Weight No. (f t) (f t) (ft) Case (sf) (lbs) (lbs) --------------------------------------------------------------------------------- [1] 118.000 121.000 2.0000 No Ice: 0.25 17.28 75.00 Description: 5/8" Lightning Rod [ qz ] [qz] [Gh] [ Gh ] [ Kz l (psf) (psf) 1.69 1.450 No Ice: 40.911 69.139 --------------------------------------------------------------------------------- [2] 118.000 118.000 0.0000 No Ice: 37.74 2590.67 216.00 Description: (12) DAPA 48000 PCS Panel [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.439 No Ice: 40.618 68.645 --------------------------------------------------------------------------------- [3] 118.000 118.000 2.0000 No Ice: 23.08 1584.33 1300.00 Description: 14' Low Profile Platform [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.439 No Ice: 40.618 68.645 --------------------------------------------------------------------------------- (4] 95.000 102.500 0.0000 No Ice: 7.50 494.54 60.00 Description: (2) 15, Whip [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.382 No Ice: 39.017 65.938 --------------------------------------------------------------------------------- [5] 95.000 102.500 0.0000 No Ice: 5.00 329.69 150.00 Description: Omni-Antenna Clamp Mount [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.382 No Ice: 39.017 65.938 --------------------------------------------------------------------------------- [6] 88.000 88.000 0.0000 No Ice: 37.74 2382.39 216.00 Description: (12) DAPA 48060 PCS Panel [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.323 No Ice: 37.353 63.126 --------------------------------------------------------- [7] 88.000 88.000 2.0000 No Ice• 23.08 1456.96 1835.00 Description: 14' Clamp-on Low Profile Platform [ qz I [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.323 No Ice: 37.353 63.126 --------------------------------------------------------------------------------- [8] 75.000 76.000 2.0000 No Ice: 6.00 363.22 210.00 Description: GPS Antenna w/ Mount [ qz ] [qz] [Gh] [ Gh ] [ Kz ] (psf) (psf) 1.69 1.269 No Ice: 35.821 60.537 --------------------------------------------------------------------------------- r Page 4 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT LOADS: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Design Loads per TIA/EIA-222-F Standard; Gust Factor . . . . . . . . Gh = 1.69 Pole DL Overload Factor = 1 Per TIA/EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1.2 for any value of C. (Where C=sgrt(Kz) *V*D.) Top of Veloc Pole Projected Area Segment Shaft Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff [qz] Coeff Coeff [Ae] [Cf Ae] Force Weight (f t) [Kz] (psf) [C] [Cf] (sf) (sf) (lbs) (lbs) --------------------------------------------------------------------------------- 118.000 1.439 40.62 230.93 0.650 0.000 0.000 0.00 0.00 118.000 1.439 40.62 230.93 0.650 0.000 0.000 0.00 0.00 118.000 1.439 40.62 230.93 0.650 0.000 0.000 0.00 0.00 118.000 1.439 40.62 230.93 0.650 1.840 1.196 82.09 44.33 110.000 1.411 39.81 241.52 0.650 15.183 9.869 669.90 365.92 100.000 1.373 38.74 254.14 0.650 20.142 13.092 867.88 485.66 95.000 1.353 38.18 260.18 0.650 8.419 5.472 355.69 203.05 95.000 1.353 38.18 260.18 0.650 2.137 1.389 89.62 51.55 90.000 1.332 37.59 266.01 0.650 10.879 7.071 452.05 262.45 88.000 1.323 37.35 268.27 0.650 2.214 1.439 91.16 53.43 88.000 1.323 37.35 268.27 0.650 2.227 1.448 91.39 53.75 80.750 1.291 36.45 276.18 0.650 15.942 10.362 645.35 582.18 80.000 1.288 36.35 273.24 0.650 2.300 1.495 91.82 73.83 77.250 1.275 35.99 276.09 0.650 4.638 3.015 184.12 148.91 75.000 1.264 35.69 278.36 0.650 7.054 4.585 277.54 226.51 70.000 1.240 34.99 283.18 0.650 12.014 7.809 465.47 385.89 60.000 1_.186 33.48 291.79 0.650 24.998 16.249 938.22 803.18 50.000 1.126 31.78 298.68 0.650 26.290 17.088 940.25 845.04 45.000 1.093 30.84 301.31 0.650 13.609 8.846 466.72 816.48 40.750 1.062 29.98 298.50 0.650 10.969 7.130 365.43 440.04 40.000 1.057 29.82 298.76 0.650 2.775 1.804 90.89 111.32 30.000 1.000 28.22 304.23 0.650 28.457 18.497 897.44 1141.97 20.000 1.000 28.22 317.79 0.650 29.749 19.337 922.34 1194.30 10.000 1.000 28.22 331.36 0.650 31.041 20.177 962.40 1246.62 1.000 1.000 28.22 343.57 0.650 29.042 18.877 900.41 1166.70 Summation TOTAL = 10848.18 10703.12 --------- ( END LOAD CASE 1 -- POLE SHAFT LOADS ) ------------------------------- r Page 5 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. (ft) (kips) (kips) (kips) (kips) --------------------------------------------------------------------------------- 1. 118.000 0.000 0.000 0.000 0.000 2. 118.000 0.075 0.075 0.017 0.017 3. 118.000 0.216 0.291 2.591 2.608 4. 118.000 1.344 1.635 1.666 4.274 S. 110.000 0.366 2.001 0.670 4.944 6. 100.000 0.486 2.487 0.868 5.812 7. 95.000 0.263 2.750 0.850 6.662 8. 95.000 0.202 2.952 0.419 7.082 9. 90.000 0.262 3.214 0.452 7.534 10. 88.000 0.269 3.483 2.474 10.007 11. 88.000 1.889 5.372 1.548 11.556 12. 80.750 0.582 5.954 0.645 12.201 13. 80.000 0.074 6.028 0.092 12.293 14. 77.250 0.149 6.177 0.184 12.477 15. 75.000 0.437 6.614 0.641 13.118 16. 70.000 0.386 6.999 0.465 13.583 17. 60.000 0.803 7.803 0.938 14.521 18. 50.000 0.845 8.648 0.940 15.462 19. 45.000 0.816 9.464 0.467 15.928 20. 40.750 0.440 9.904 0.365 16.294 21. 40.000 0.111 10.016 0.091 16.385 22. 30.000 1.142 11.157 0.897 17.282 23. 20.000 1.194 12.352 0.922 18.204 24. 10.000 1.247 13.598 0.962 19.167 25. 1.000 1.167 14.765 0.900 20.067 Base 0.000 14.765 20.067 --------- ( END LOAD CASE 1 -- AXIAL AND SHEAR FORCE ) -------------------------- Page 6 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph [-------- MOMENTS (ft-kips) ---------] [--DEFLECTIONS (inch) -------] Segmnt From From From No Total W/ Total Elev Ant/ Shaft P-Delta Total P-Delta P-Delta Rotation (ft) Arm Wind Effects Moment Effects Effects (deg) --------------------------------------------------------------------------------- 118.00 0.052 0.000 0.000 0.052 79.722 82.314 5.511 118.00 0.052 0.000 0.000 0.052 79.722 82.314 5.511 118.00 0.052 0.000 0.000 0.052 79.722 82.314 5.511 118.00 0.052 0.000 0.028 0.080 78.602 81.156 5.511 110.00 33.590 2.986 1.408 37.985 69.672 71.921 5.463 100.00 77.574 14.385 3.496 95.455 58.736 60.613 5.283 95.00 102.656 23.373 4.435 130.464 54.483 56.216 5.147 95.00 102.656 23.373 4.683 130.712 53.437 55.135 5.147 90.00 127.739 34.600 6.037 168.376 48.291 49.815 4.982 88.00 137.772 39.726 6.318 183.815 47.279 48.769 4.908 88.00 137.772 39.726 6.617 184.114 46.282 47.739 4.908 80.75 201.977 61.375 9.844 273.196 39.512 40.741 4.592 80.00 208.619 63.884 10.321 282.823 38.583 39.782 4.559 77.25 232.972 73.548 11.281 317.801 36.747 37.884 4.446 75.00 253.261 81.973 12.726 347.960 34.061 35.110 4.348 70.00 299.357 102.395 15.229 416.981 29.763 30.670 4.112 60.00 391.547 150.253 20.176 561.976 21.938 22.592 3.578 50.00 483.738 207.509 24.861 716.109 15.264 15.708 2.979 45.00 529.834 239.658 27.034 796.525 12.396 12.751 2.661 40.75 569.015 268.796 28.746 866.556 10.325 10.618 2.422 40.00 575.929 274.102 29.160 879.191 9.837 10.116 2.380 30.00 668.120 349.806 33.002 . 1050.927 5.572 5.725 1.807 20.00 760.311 434.553 36.079 1230.943 2.490 2.556 1.215 10.00 852.501 528.705 38.128 1419.334 0.625 0.641 0.611 0.00 944.692 632.661 38.874 1616.227 0.000 0.000 0.000 --------- ( END LOAD CASE 1 -- MOMENTS AND DEFLECTIONS ) ------------------------ I Page 7 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/21, RADIAL ICE Owner. . . . .. : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 [-------------- ACTUAL STRESSES ---------------] Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev [fb] [fa] [ft] [fv] [Ftot] [Fb] [Ftot/Fb] (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio --------------------------------------------------------------------------------- 118.00 0.009 0.000 0.000 0.000 0.009 48.00 0.0002 118.00 0.009 0.006 0.003 0.003 0.018 48.00 0.0004 118.00 0.009 0.022 0.202 0.401 1.044 48.00 0.0217 118.00 0.014 0.126 0.467 0.657 1.951 48.00 0.0407 110.00 5.841 0.146 0.418 0.719 6.302 48.00 0.1313 100.00 12.880 0.170 0.367 0.792 13.203 48.00 0.2751 95.00 16.541 0.182 0.377 0.880 16.864 48.00 0.3513 95.00 16.572 0.195 0.399 0.936 16.926 48.00 0.3526 90.00 20.096 0.206 0.376 0.966 20.435 48.00 0.4257 88.00 21.426 0.221 0.517 1.268 21.867 48.00 0.4556 88.00 21.461 0.341 0.683 1.464 22.117 48.00 0.4608 80.75 29.294 0.363 0.628 1.483 29.881 48.00 0.6225 80.00 23.338 0.279 0.4.83 1.134 23.782 52.00 0.4573 77.25 25.419 0.281 0.468 1.133 25.850 52.00 0.4971 75.00 27.141 0.297 0.484 1.176 27.588 52.00 0.5305 70.00 30.791 0.306 0.458 1.185 31.227 52.00 0.6005 60.00 37.352 0.324 0.413 1.203 37.780 52.00 0.7265 50.00 43.068 0.341 0.373 1.218 43.497 52.00 0.8365 45.00 45.651 0.365 0.356 1.225 46.097 52.00 0.8865 40.75 39.571 0.305 0.283 1.000 39.937 52.00 0.7680 40.00 39.863 0.307 0.281 1.002 40.232 52.00 0.7737 30.00 43.440 0.326 0.256 1.009 43.822 52.00 0.8427 20.00 46.576 0.346 0.235 1.017 46.972 52.00 0.9033 10.00 49.345 0.365 0.216 1.027 49.756 52.00 0.9569 0.00 51.806 0.381 0.19.9 1.032 52.230 52.00 *1.0044 --------- ( END LOAD CASE 1 -- ACTUAL VS. ALLOWABLE STRESSES ) ------------------ Page 8 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 'am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CASE 2: WIND VELOCITY = 90.93 mph + 0.50 inches Radial Ice. Arm Load Antenna Antenna Ant Mount. Applic. Arm Ice Area Force Antenna Arm Elev. Elev. Length Load [CaAal [gzGhCaAal Weight No. (f t) (f t) (f t) Case (sf) (lbs) (lbs) ----------------------------------------------------- [1] 118.000 121.000 2.0000 W/ Ice: 0.50 25.93 100.00 Description: 5/8" Lightning Rod [ qz ] [qz] [Ghl [ Gh ] [ Kz ] (psf) (psf) 1.69 1.450 W/ Ice: 30.683 51.855 --------------------------------------------------------------------------------- [2] 118.000 118.000 0.0000 W/ Ice: 43.14 2221.02 504.00 Description: (12) DAPA 48000 PCS Panel [ qz } [qz] [Ghl [ Gh l [ Kz l (psf) (psf) 1.69 1.439 W/ Ice: 30.464 51.484 --------------------------------------------------------- [3] 118.000 118.000 2.0000 W/ Ice: 24.56 1264.45 2100.00 Description: 14' Low Profile Platform [ qz ] [gz] [Gh] [ Gh ] [ Kz l (psf) (psf) 1.69 1.439 W/ Ice: 30.464 51.484 --------------------------------------------------- [4l 95.000 102.500 0.0000 W/ Ice: 10.00 494.54 120.00 Description: (2) 15' Whip [ qz ] [qz] [Ghl [ Gh l [ Kz ] (psf) (psf) 1.69 1.382 W/ Ice: 29.262 49.454 --------------------------------------------------------------------------------- [5] 95.000 102.500 0.0000 W/ Ice: 6.00 296.72 165.00 Description: Omni-Antenna Clamp Mount [ qz ] [qz] [Ghl [ Gh ] [ Kz ] (psf) (psf) 1.69 1.382 W/ Ice: 29.262 49.454 --------------------------------------------------------------------------------- [6l 88.000 88.000 0.0000 W/ Ice: 43.14 2042.45 504.00 Description: (12) DAPA 48000 PCS Panel [ qz ] [qz] [Ghl [ Gh ] [ Kz ] (psf) (psf) 1.69 1.323 W/ Ice: 28.015 47.345 ----------------------------------------------------- [7] 88.000 88.000 2.0000 W/ Ice: 24.56 1162.79 2019.00 Description: 14' Clamp-on Low Profile Platform [ qz ] [qz] [Gh] [ Gh l [ Kz ] (psf) (psf) 1.69 1.323 W/ Ice: 28.015 47.345 --------------------------------------------------------------------------------- [8] 75.000 76.000 2.0000 W/ Ice: 8.00 363.22 320.00 Description: GPS Antenna w/ Mount [ qz ] [qz] [Ghl [ Gh l [ Kz l (psf) (psf) 1.69 1.269 W/ Ice: 26.865 45.403 --------------------------------------------------------------------------------- PJF_Pole (tm) - Monopole Design Program Page 9 Windows-Version 1.28.0100 Thu May 25, 2000 - 9:50:27 am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT LOADS: LOAD CASE 2: WIND VELOCITY = 90.93 mph with 0.50 inches Radial Ice. Design Loads per TIA/EIA-222-F Standard; Gust Factor . . . . . . . . Gh = 1.69 Pole DL Overload Factor = 1 Per TIA/EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1.2 for any value of C. (Where C=sgrt(Kz) *V*D.) Top of Veloc Pole Projected Area Segment Shaft Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff [qz] Coeff Coeff [Ae] [Cf Ae] Force Weight (f t). [Kz] (psf) [C] [Cf] (sf) (sf) (lbs) (lbs) --------------------------------------------------------------------------------- 118.000 1.439 30.46 199.99 0.650 0.000 0.000 0.00 0.00 118.000 1.439 30.46 199.99 0.650 0.000 0.000 0.00 0.00 118.000 1.439 30.46 199.99 0.650 0.000 0.000 0.00 0.00 118.000 1.439 30.46 199.99 0.650 1.923 1.250 64.36 58.26 110.000 1.411 29.86 209.16 0.650 15.850 10.303 524.49 480.84 100.000 1.373 29.06 220.10 0.650 20.975 13.634 677.84 637.91 95.000 1.353 28.63 225.32 0.650 8.752 5.689 277.33 266.63 95.000 1.353 28.63 225.32 0.650 2.220 1.443 69.84 67.68 90.000 1.332 28.20 230.37 0.650 11.295 7.342 352.02 344.56 88.000 1.323 28.01 232.33 0.650 2.298 1.494 70.94 70.14 88.000 1.323 28.01 232.33 0.650 2.311 1.502 71.11 70.55 80.750 1.291 27.33 239.18 0.650 16.525 10.741 501.72 764.06 80.000 1.288 27.26 236.63 0.650 2.383 1.549 71.36 91.17 77.250 1.275 26.99 239.10 0.650 4.804 3.123 143.05 183.88 75.000 1.264 26.76 241.07 0.650 7.304 4.747 215.54 279.67 70.000 1.240 26.24 245.24 0.650 12.431 8.080 361.21 476.41 60.000 1.186 25.11 252.70 0.650 25.831 16.790 727.13 991.39 50.000 1.126 23.84 258.67 0.650 27.123 17.630 727.54 1042.82 45.000 1.093 23.13 260.94 0.650 14.025 9.116 360.76 1007.38 40.750 1.062 22.48 258.51 0.650 11.303 7.347 282.40 522.51 40.000 1.057 22.36 258.73 0.650 2.858 1.858 70.21 132.18 30.000 1.000 21.17 263.47 0.650 29.290 19.039 692.79 1355.80 20.000 1.000 21.17 275.22 0.650 30.582 19.879 711.14 1417.70 10.000 1.000 21.17 286.97 0.650 31.875 20.718 741.18 1479.59 1.000 1.000 21.17 297.54 0.650 29.792 19.365 692.75 1384.55 Summation TOTAL = 8406.70 13125.69 --------- ( END LOAD CASE 2 -- • POLE SHAFT LOADS ) ------------------------------- r Page 10 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 ------------------- -------------------------------------------------------------- POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 2: WIND VELOCITY = 90.93 mph with 0.50 inches Radial Ice. Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. (ft) (kips) (kips) (kips) (kips) ------------------------------------------------- 1. 118.000 0.000 0.000 0.000 0.000 2. 118.000 0.100 0.100 0.026 0.026 3. 118.000 0.504 0.604 2.221 2.247 4. 118.000 2.158 2.762 1.329 3.576 5. 110.000 0.481 3.243 0.524 4.100 6. 100.000 0.638 3.881 0.678 4.778 7. 95.000 0.387 4.268 0.772 5.550 8. 95.000 0.233 4.500 0.367 5.917 9. 90.000 0.345 4.845 0.352 6.269 10. 88.000 0.574 5.419 2.113 8.382 11. 88.000 2.090 7.509 1.234 9.616 12. 80.750 0.764 8.273 0.502 10.118 13. 80.000 0.091 8.364 0.071 10.189 14. 77.250 0.184 8.548 0.143 10.332 15. 75.000 0.600 9.147 0.579 10.911 16. 70.000 0.476 9.624 0.361 11.272 17. 60.000 0.991 10.615 0.727 11.999 18. 50.000 1.043 11.658 0.728 12.727 19. 45.000 1.007 12.665 0.361 13.087 20. 40.750 0.523 13.188 0.282 13.370 21. 40.000 0.132 13.320 0.070 13.440 22. 30.000 1.356 14.676 0.693 14.133 23. 20.000 1.418 16.094 0.711 14.844 24. 10.000 1.480 17.573 0.741 15.585 25. 1.000 1.385 18.958 0.693 16.278 Base 0.000 18.958 16.278 --------- ( END LOAD CASE 2 -- AXIAL AND SHEAR FORCE ) -------------------------- r Page 11 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB ' Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 2: WIND VELOCITY = 90.93 mph with 0.50 inches Radial Ice. [-------- MOMENTS (ft-kips) ---------] [--DEFLECTIONS (inch) -------] Segmnt From From From No Total W/ Total Elev Ant/ Shaft P-Delta Total P-Delta P-Delta Rotation (ft) Arm Wind Effects Moment Effects Effects (deg) --------------------------------------------------------------------------------- 118.00 0.078 0.000 0.000 0.078 65.907 69.005 4.638 118.00 0.078 0.000 0.000 0.078 65.907 69.005 4.638 118.00 0.078 0.000 0.000 0.078 65.907 69.005 4.638 118.00 0.078 0.000 0.049 0.127 64.980 68.032 4.638 110.00 28.169 2.340 1.971 32.479 57.588 60.268 4.596 100.00 65.261 11.259 4.762 81.282 48.536 50.765 4.443 95.00 86.774 18.285 5.988 111.047 45.015 47.070 4.327 95.00 86.774 18.285 6.311 111.370 44.150 46.162 4.327 90.00 108.287 27.056 8.037 143.381 39.891 41.694 4.186 88.00 116.893 31.059 8.392 156.343 39.054 40.816 4.124 88.00 116.893 31.059 8.782 156.734 38.229 39.950 4.124 80.75 171.325 47.956 12.562 231.842 32.627 34.078 3.855 80.00 176.956 49.913 13.117 239.986 31.859 33.273 3.827 77.25 197.602 57.451 14.233 269.287 30.340 31.681 3.731 75.00 214.858 64.021 15.909 294.788 28.119 29.354 3.648 70.00 254.214 79.940 18.804 352.958 24.565 25.632 3.448 60.00 332.925 117.217 24.474 474.616 18.097 18.864 2.997 50.00 411.636 161.773 29.785 603.194 12.585 13.104 2.492 45.00 450.992 186.774 32.229 669.995 10.217 10.633 2.224 40.75 484.444 209.425 34.139 728.008 8.509 8.851 2.023 40.00 490.347 213.549 34.600 738.496 8.107 8.432 1.988 30.00 569.058 272.363 38.843 880.264 4.589 4.768 1.507 20.00 647.769 338.155 42.202 1028.126 2.050 2.127 1.012 10.00 726.481 411.193 44.416 1182.090 0.514 0.533 0.508 0.00 805.192 491.778 45.216 1342.186 0.000 0.000 0.000 --------- ( END LOAD CASE 2 -- MOMENTS AND DEFLECTIONS ) ------------------------ I Page 12 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0100 Thu May 25, 2000 - 9:50:27 •am (c) 1993 to 1998 PAUL J. FORD AND COMPANY, Columbus, Ohio --------------------------------------------------------------------------------- Job No. . . . . . : 29200-555R1 Design No: SUMMIT JOB #9154-AEngineer : DMB Description : 118-FT MONOPOLE - BS13XC661: HYANNIS, MA Design. . . . . : 105 MPH/91 MPH + 1/2" RADIAL ICE Owner. . . . . . : Sprint Client: Summit Manufacturing, LLC Status. . . . . : Final Design Revision: 1 Rev. Date : 05/25/2000 --------------------------------------------------------------------------------- POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 2: WIND VELOCITY = 90.93 mph with 0.50 inches Radial Ice. Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 [-------------- ACTUAL STRESSES ---------------] Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev [fb] [fa] [ft] [fv] [Ftot] [Fb] [Ftot/Fb] (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio --------------------------------------------------------------------------------- 118.00 0.013 0.000 0.000 0.000 0.013 48.00 0.0003 118.00 0.013 0.008 0.004 0.004 0.026 48.00 0.0005 118.00 0.013 0.047 0.175 0.345. 0.903 48.00 0.0188 118.00 0.022 0.213 0.386 0.550 1.638 48.00 0.0341 110.00 4.994 0.236 0.346 0.596 5.479 48.00 0.1142 100.00 10.967 0.265 0.304 0.651 11.354 48.00 0.2365 95.00 14.079 0.283 0.318 0.733 14.476 48.00 0.3016 95.00 14.120 0.298 0.337 0.782 14.548 48.00 0.3031 90.00 17.113 0.311 0.318 0.804 17.532 48.00 0.3653 88.00 18.224 0.344 0.439 1.062 18.749 48.00 0.3906 88.00 18.269 0.477 0.571 1.218 19.001 48.00 0.3958 80.75 24.860 0.504 0.526 1.230 25.545 48.00 0.5322 80.00 19.803 0.387 0.404 0.940 20.323 52.00 0.3908 77.25 21.539 0.389 0.391 0.938 22.049 52.00 0.4240 75.00 22.993 0.411 0.409 0.978 23.527 52.00 0.4524 70.00 26.063 0.421 0.388 0.984 26.590 52.00 0.5114 60.00 31.546 0.441 0.349 0.994 32.071 52.00 0.6167 50.00 36.277 0.460 0.316 1.003 36.808 52.00 0.7079 45.00 38.399 0.488 0.301 1.007 38.953 52.00 0.7491 40.75 33.244 0.406 0.239 0.820 33.700 52.00 0.6481 40.00 33.484 0.408 0.238 0.822 33.942 52.00 0.6527 30.00 36.386 0.429 0.217 0.825 36.860 52.00 0.7088 20.00 38.902 0.451 0.199 0.829 39.393 52.00 0.7576 10.00 41.097 0.472 0.183 0.835 41.606 52.00 0.8001 0.00 43.022 0.489 0.168 0.837 43.546 52.00 0.8374 --------- ( END LOAD CASE 2 -- ACTUAL VS. ALLOWABLE STRESSES ) ------------------ - PAUL J. FORD AND COMPANY S T R U C T U R A L F. N G I N E E R S 250 East Broad Street • Suite 500 • Columbus,Ohio 43215 Ph:(614)221-6679 -Faxl:(614)221-2540 •Fax2:(614)221-0166 MONOPOLE BASE PLATE DESIGN SPREADSHEET (Ver 1.21 6/1/96) TITLE: 118-FT MONOPOLE SITE: BS13XC861: HYANNIS,MA OWNER: SPRINT COMM. NO: 29200-666 DATE: 25-May-00 MOMENT 1617 FT-KIPS AXIAL 15.0 KIPS BASE DIAM, DF 39.420 INCHES (PT-to-PT), DP 40.028 INCHES(18-SIDED SHAFT) MIN. BOLT CIRCLE, BC 46.028 INCHES USE: BC= 46.00, INCHES NUMBER OF BOLTS 12 16 . 20 24 28 .,. Y-DISTANCE 6 9 12 15 18 D_bpl(a) 42.028 42.028 42.028 42.028 42.028 D_bpl(b) 45.886 48.661 50.719 51.871 51.704 MAX: D_bpl 45.89 48.66 50.72 51.87 51.70 USE BASE PL WIDTH= 45 INCHES (SQUARE) MOM. INERTIA, IB 3174.00 4232.00 5290.00 6348.00 7406.00 BOLT TENSION, T 140.61 105.46 84.37 70.30 60.26 ALLOWABLE TENSION = 3.25 in' X 0.6 F,X 1.33 195.00 195.00 195.00 195.00 195.00 BOLT COMPR, C 141.86 1 106.39 85.12 70.93 60.80 USE: N= 12 71 BOLTS BOLT DIAM 2 -1/4 INCHES SPECIFICATION r ASTM A615#18J GR 75 PLATE MOMENT, Mpl 921.37 921.37 921.37 921.37 1 921.37 BEND PLANE, W 25.47 1 29.401 32.31 1 33.94 1 33.70 BASE PLATE THICKNESS, (INCHES) FY= 36 KSI 2.455 2.286 2.180 2.127 2.135 FY= 50 KSI 2.083 1.939 1.850 1.805 1.811 FY= 55 KSI 1.986 1.849 1.764 1.721 1.727 FY=60 KSI 1.902 1.770 1.689 1.648 1.653 FY = 65 KSI 1.827 1.701 1 1.622 1.583 1.589 USE: PLATE THK= 1 2 -1/2 INCHES USE: Fy = 55 7 KSI BASE PL WEIGHT= 860 LBS SPECIFICATION ASTM A572, GR 55 Corner Chamfer=1 7.0 in. (8.23 in. max) Hole Cut Out=L 29.0 in. (34.42 in. max) BASE PLATE DESIGN SUMMARY USE: BASE PLATE 2 - 1/2 INCHES THICK X 45 IN. SQUARE PLATE WEIGHT 0.860 KIPS FY = 55 KSI WITH 12 BOLTS BOLT CIRCLE = 46.00 INCHES BOLT DIAMETER 2 - 1/4 INCHES SPECIFICATION = ASTM A615 418J GR 75 3-.'G(0.5 n OSi23/2000 SUMMIT MANUFACTURING LLC PAUL J. FORD AND COMPANY STRUCTURAL ENGINEERS 225 KIWANIS BOULEVARD, WEST HAZLETON, PA 18201 250 East Broad Street,Suite 500,Columbus,Ohio 43215 PHONE: (888) 847-6537 FAX: (888) 460-6885 M (614)221-6679 Fax:(614)221-0166 www.PjFweb.com VISIT US AT WWW.SUMMITMFG.COM POLE SHAFT POLE & FOUNDATION J 0 B D A T A Z Poe 2 of 2 Job No. 29200-555 & BASE PL. ANCHOR By DMB Design No. SUMMIT JOB j9154—A518 BOLTS Date u5-01-2000 DOUBLE HEAVY w Chk d By KJS Rev. No. Rev. Dote HEX NUT W/ HEAVY HEX OR:' Pole 118—FT MONOPOLE WASHER LEVELING NUT ° Site BS13XC661: HYANNIS, MA r Owner SPRINT 3" GAP W/ WASHER Ref. No. (NO GROUT) Design105 MPH 91 MPH + 1 2 RADIAL ICE 2" CLR ACCORDING TO TIA EIA-222—F 1996 THERE ARE TWO NOTCHES ON THE ANCHOR BOLT TEMPLATES i LOCATED 180' APART. THE CONTRACTOR SHALL POSITION FIN GRADE THE ANCHOR BOLTS AND TEMPLATES IN THE FOUNDATION PER! THE SUMMIT MANUFACTURING ANCHOR BOLT TEMPLATE DRAWING. NOTES: \ 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT TEMPLATE 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6tl.5%). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.4. ALL CONCRETE WORK SHALL BE IN AND NUTS ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', (12)—#5 ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH TIES ® ACI 336, "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS, 6" C/C LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR REM #5 DETAILING REINFORCED CONCRETE STRUCTURES% ACI 315. LATEST EDITION, UNLESS z TIES ® DETAILED OTHERWISE ON THIS DRAWING. - 18" C/C 3. SEE PAGE 1 FOR ANCHOR BOLT QUANTITY, SIZE. LENGTH, AND BOLT CIRCLE. Z 4" CLR 4. TOTAL CONCRETE = 21 CUBIC YARDS. V) L U 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED BY: CLOUGH, HARBOUR do ASSOCIATES, LLP REPORT NO.: 7472.07.71 2 -0" DATED: 03-30-2000 z 15'-0' W.T. MIN LAP - 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE iD GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. I 7. CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS OF SUPPORTING THE DRILLED PIER EXCAVATION. CONSULT THE GEOTECHNICAL REPORT FOR RECOMMENDATIONS. 8. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS ENCOUNTERED AT 15'-0" BELOW GRADE. 9. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 1782 FT-KIPS SHEAR: 21.5 KIPS AXIAL: 16.0 KIPSOF I VERT REINF p RICHARDW. � FULL HEIGHT HOFFMAN Qf J STRUCTURAL No.42539 U S�ONAL 6'-0"0 SHAFT 512100 CAISSON DRILLED PIER FOUNDATION G\►W+\owu WM \292-suw._\292oosswooz.DK I 01-wY-2=I a I JUN-13-2000 09:02 SPECIRLTY CONSTRUCTORS 50B 832 590E P.02 +c—ia-1777 1J.;J1HM FRUM FIRST BOSTON INSURANCE TO �BQ ODUCER 9150B832S909_ P.02 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/OD" PR DEC 15 99 FIRST BOSTON INSURANCE AGENCY,INC. THIS CERTIFICATE 1881IEp AS A MATTER OF INFORMATION ONLY 1S4 LYNNWAY AND CONFERS NO RIOWS UPON TH! CEItM1CATL HOLDER, THIS LYNN MA 01902 CERTIFICATE DOES NOT AMEND, EXTEND T ALTER THE ER. THIS Ge PHONE: 781526-1300 AFFORDED 13Y THH POLICIES SETLOW FAX: 781-595.1399 - • COMPANIES AFFORDING COVERAGE INSURED -- AMERICAN TOWER CORPORATION COMPANYA HANOVER INSURMIC_E COMPANY�'• 116 HUNTINGTON AVENUE COMPANY B: N ALATION UNION FIRE INS CO OF PITT9DURGH BOSTON.IMASSACNUBETTs 0211E COMPANr c: COMPANY D' . C aERAGES COMPANY E: —_ TNIg 15 TO CERTIFY THAT THE POLICIES 0/ INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A>lOVE fOR PERIOD INDICATED, NOTE MAYTANDlNG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT' OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE:POLICIES DESCRIBED HEREIN IS SUBJECT UTO ALL THE TERMS, EXCLUSIONS AND _COND_ITT1--0NNS-OOF—S_UCHPOLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, rP80FINSUR/WCE I pO1,ICYNUINeeR PaaTEFPEcnvj - GENPJtAL LJABIIITY POumr ON I — ZDN5162796-01 LINI/TB X' COMMERCIAL GENERAL LIABILI7r NOV 1 99 Nov 1 OO EACH OCCURRENCE — I E 1,000,000 CLAIMS MADE A OCCUR I I FIRE DAMAGE(Any One Fln) 3 ~_ 600,000 A I MED.EXP IAny oes pbson S _ 10,000 I PERSONAL d AOV INJURY $ 1,000,000 rGEN ATE UMITAPPLIES vl I — IS ,000,000LAGGREG 6NAAOGREGA �l"OLICY ^vRO I "ILOC I I PRODUCTS_COMP10 A;;rr S 2,000,000 AUTONOftE LIABI6RY X� ANY AUTO AMN5162853-01 NOV 1 98 NOV 1 00 E., NED SINGLE LIMIT J ALL OWNED AUT09 i A SC►IEOULEOAuiUS IWURYHIRED AUTOS (Per I E i � . NO&O-NED AMOS I BODILY INJURY (Per ae6dent) X '=COIL AND COMP DEDS. ( I III-- GARAGE LIABI_ I I PROPERTY DAMAGE IS `� ANY AUTQ I !AUTO ONLY.EA ACCIDENT = .. I OTHERTHAN EAACC 3 EXC LIABILITY AU70 ONLY: f , I BE357SO94 I NOV AGG S� B X I OCCUR 1 89 Cl MAOf NOV 1J►IMd i I 00, EACH OCCURRENCi 6 $,000, _ III I i _ _ F• i :AGGREGATE S 6,000,000 _ oEDurrleLe ;— �__.. I. ..... RETL' TMON • I I vw Mwm COMPENSATION AND �° - A &OLOYEPUTLIABILrrY WHNS152797-01 NOV 1 88 NOV i 00 X weer,ry arrr S i I E.L EACH ACCIDENT - S 500,000 I I E.L.DISEASE-EA EMPLOYE! I 500,000 OTHER; ,Ea.DISEAS&POLICY LIMIT ..b Boo,000 1 OESCRIPTiON OF OPERATIONS/LpCgTIONS/VENICLES/SpECIAI ITEMS RE: COVERA�IN FORCE C TIFI ATE H LDE �DInONAL INSURiO INSURER LETTER CAN LLA ON S<IDULD ANY OF THE ABOVE 0ESCM8ED POLICIES BE CANCELLED BEFORE AMERICAN TOWER COitpORATION THE EXPIRATION DATG TFIERlOF THE 199UMG COMPANI WILL ENDEAVOR TO MAq 30 DAYS WRITMN NOTICF TO-THE CEPIT1FICATE HOLDER NAMED TO THE LEFT, BUT FAILURE 70 MAIL $UCH NOTICE$HALL IMpOSe NO 09LIGA710N OR L'A&Urr OF ANY KIND UPON THE COMPANY. ITS AGENYS OR REFR HORIno REPAF$ 6SENTATNES. EN7A7TVG Amon6an: ACORO 23-S(7197) Certificate ft $832 RICHARD R. LONG ti c z i W i ti m cn m m �n m ?y�i� Yh 3 ;Ihglb6 m m c� SGDOk Y J138l33^ D r c-� 796119Zl6B A80Z'2ZJb@ 9i�t�.9 S. �•.> � ,a'.843)j18 4OPP3 3SN351 I EDSlh HAS-ROI LIHAND3 i..3d4': :�1180d 3f !NIAIHVd3J cn ��ari�1/.�vrrv„ ti.'o �fnanxrottouco��, e;/� _ m 00 m W (19 m m O 1 T D r m A m A r) m a: ao I9 m In M m co ED aSJaSlj ilij, yJ JOIiEJ0A2J 0.. aiM it ?DOA bulpj sc a;B�c S:iaSn�)ESSEn oU3 jo 101_IQa .Jajjno E iSaSS00 Cj a10?I2l o3auop AiiuiA 3 S ljuo .01;OSBjq - YI � auoy J4 En ae Jain J:aaj1 Z LSHZT O } Q u W a- U) - r) m Q1 I9 m (9 (9 CV I r) I Z ti Value LIVING SPACE square feet X$55/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot OTHER 6. 10 l��oco of P►�: C square feet X$??/sq. foot Pray . Alfscoo $&-io e l4s = 0684•sn Total Estimated Project Cost For Of zce Use Only lnclusionary Affordable Housing Fee [] Residential Commercial** Property Owner's Name Project Location Project Value Permit Number **Existing Sq. Ft. **Proposed New Sq. Ft. 485 s9r- Fee$ 1 4fs 3o •= vse> o.lo L � FT- j,. 0.l0 IAHFORM 1/3/00 The Commonwealth of Massachusetts Department of Industrial Accidents - = Office ofiosesgoo fans 600 Washington Street ' - Boston Mass. 02111 Workers' Compensation Insurance Affidavit Nair NEW name location: G \\47c rhwr�F a� city /�yt'Sl/��Yl� IHFo ANNIs.I phone# �1sk- ELL S10A G I am a homeowner performing all work myself. ❑ I am a sole proprietor and have no one workin in any cavamtv %////------ I am an employer rovidin workers'co tmsation for my employees working on this,job. : :: :.::::.::::... comnanv name �"f 't7' `''`'; t�fST1V "1 ad dress 4Z � N!.. city t� :. insurance coo CV ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensationpolices:olices: :::: :>.:: :::. .; X. comvanv name: ......................... . :::: ......:..... address— ...........: .. ,.... .. .... .......... ...::::.:...............::::.:::....:.......,......................................:.:..................:...... :: .;::.: :.:::.: :::....... one x.......... ........................................................ o� � insurance camnanv name, ::: :;•;:.:;. >::....:;:;.:;:;._:.:> :•.:::: address: ::.:..:::::::::::::::..:.::::::._::::::::::.::::::._::.::::::::.:.:::::::::::::::::. :::: .:::.:::.:. tie city ;::::<,:>:;;:>:;:<::•:::: innirance /% Failure/to recur a coverage a'required mtder Section 25A of MGL 15Z can lead to the imposition of criminal penaltiesof a ene tip to 51.500.00 and/or one years'imprisonment as weII a'clvfi Penalties in the form ota STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verincation I do hereby certify under the pains and penalties of pedury that the information provided above is true and corned Signature Date 6�l`I Iva _ Print name ,e F F C.J o o Q S Phone# official use only do not write in this area to be completed by city or town official city or town: permit/Heense — ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office _ ❑Health Department contact person: phone#; ❑Other (mtxu 9i95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, -.--press or implied, oral or written. An emolorer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or buildinU appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chanter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewer of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the'UW'or if you policy, please call the Department at the number listed below. are required to obtain a workers' compensation City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned fe the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. //M �/i////////////%///%%%%%%%%%%////////%%//////%%%%%%////%%%%//////%%%//////%/O�%///%%/%///%%%///%%%%%%%%%%///�%�%�%%�%//////%%%�%%//// The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Ofnco of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 TOWAI� O� BA `StABLE ' r i $UxLI PERMIT. .; ry t PARCEL-ID 25Q 404 _ GE0BASBID 15926., '= UTH ROAD t(ROUTE ADDRESS 1047 FALMO PHUNF _ # IiYANNIS LOT BLACK LOT ST ZE. : . . DBA '� VELOPMRNT DISTRICT-.W PERMIT , 46919 DHSCRIPTION,, REPLACE. 115`'TOWER WITH •120 TOWER PERMIT TYPE BMISC TITLE : MISCELANE4US.` PERMIT �b. '` CONTRACTORS: J.A:wooDs 4n DepartmentWof Health, Safety ARCHITECTS.: and Environmental:Services TOTAL FEES: $884 5Q Ox� BOND - $.00 .. � �CONSTRUCTION COSTS $145,,000.00 753 MISC. NOT CODEb ELSEWHERE 1 PRIVATE P (I STAB. BUIL z DATE ISSUED 08/20/20001 BXFIRATION DATE. x ^ .7, S .. •' ,.. ...�¢ _= �•,� - '. a L.3 -_ • _•,..i Y: t-;i 3 S}.. v �: .. THIS PERMIT CONVEYS NO RIGHT-TO OCCUPY ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER TEMPORARILY.OR PERMANENTLY EN I CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET;OR_ ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: _ s MINIMUM OF FOUR CALL INSPECTIONS REQUIRED } FOR ALL CONSTRUCTION WORK APPROVED PLANS MUST BE RETAINED ON,JOB AND WHERE APPLICABLE,;SEPARATE "THIS.CARD KEPT.POSTED.UNTIL'FINAL�INSPECTION. 1.FOUNDATIONS OR FOOTINGS PERMITS' ARE' REQUIRED "FOR 2:PRIOR TO COVERING STRUCTURAL'MEMBERS - HAS BEEN MADE.WHERE;A`CERTIFICATE OF OCCUr' 'ELECTRICAL,PLUMBING AND MECH- READY TO LATH PANCY,IS REQUIRED SUCH BUILDING,SHALL'NOT BE ANICAL INSTALLATIONS '+ 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE ( 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET z -z°BUILDING INSPECTION APPROVALS-, `.:PLUMBING INSPECTION APPROVALS f.°s' ; 'ELECTRICAL'INSPECTION APPROVALS �� V i f'' i •5 -F 5.- .� .3� t t Y. i. �+ � � r • a i . 2 � � a 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT' 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL Ak _ I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION, NOTED ABOVE. TION. r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map a5o _Parcel oo4 %Vr Permit# Health Division "Y— ��1�� d xivu- 4,-.vo v- / `- Date Issued_ c� Conservation Division Fee 0 O / Tax Collector `1. .7 Treasurer ►le ����� Planning Dept. , Date Definitive Plan Approved by Planning Board Historic-OKH NA, Preservation/Hyannis ,f4 Project Street Address 1o.4�r rAuma" I?olhn/&k _-�a Village NVA"NisLrrWr /� Owner 1 AMT)M-P/F C'�1ic.ns ar �tZa �t FbRdtlGtil Address 1047 -Fa���k_ r14yq,J�is Telephone nB - - 3 0 Permit Request REPLAr A?,t ibk n�1/ '' �(�'su�rgr/e� �e�,oTW� zy,rK A 120' PLC 57-2C�TuZ� ^� �5S0QdnM__2 Aw- Om As A 60tQCL�S C_0il rgowAr-AIra-45 -i-Ar_1L, ZY Square feet: 1 st floor: existing AIA proposed AA 2nd floor: existing &_ proposed -V4 _ Total new 41A 0 .D-1 Q/e-"'rr Estimated Project Cost I Scr.O Zoning Districtood Plain _M Groundwater Overlay _�JA Construction Type (f.6mv&-ncar. A-rn/,or1. Lot Size 489 sg. F-!�� Grandfathered: ❑Yes O No If yes, attach supporting documentation: Dwelling Type: Single Family 0 NA Two Family ❑ JA Multi-Family(#units) s)) ) Age of Existing Structure A14 Historic House: ❑Yes ud No On Old King's Highway: ❑Yes 0 No Basement Type: ❑Full ❑Crawl 0 Walkout ❑Other CIA ° Basement Finished Area(sq.ft.) NA Basement Unfinished Area(sq.ft) Number of Baths: Full: existing NA new Half:existing 'kA new Number of Bedrooms--- existing new Total Room Count(not including baths): existing NQ new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric 0 Other NA Central Air: ❑Yes ❑No Fireplaces: Existing P— New Existing wood/coal stove: ❑Yes 0 No Detached garage:0 existing ❑new size_ Pool: 0 existing ❑new size_L/l Barn:0 existing ❑new size AK Attached garage:O existing ❑new size tJk Shed:0 existing ❑new sizeA Other: >y� Zoning Board off Appeals Authorization C(Appeal# ' appoo-31 Recorded❑ Commercial �!1 Yes O No If yes, site plan review# ICE Current Use fib rr2AoSmisstcrl bum Proposed Use XigoLe% 6Ynwvnica7-rc*i I?anio ` BUILDER INFORMATION . Name C 1DMS7WCM S Telephone Number 8'8r- Y..3"2- Sloe Address J43 COX Fc,2b S?YLc--T- License# )a�,95?- A086✓LN /VA GIsUI Home Improvement Contractor# NA Worker's Compensation# iNHNSIS��B -o l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -7 (�OMTILAc-Ma'S 7! uN?5iZf_ AT A-S &.t4eSpaP 1N A�&4/ -7;j�- -DLj-hpSTat is <*Ki en 6Y 6-.-H AL XIAS -D19Po5oL SIGNATURE �� DATE + • FOR OFFICIAL USE ONLY F PERMIT-NO. DATE ISSUED P~ MAP/PARCEL,NO. tlN ti roYi ' r • t r ' ,} vim• " -f� ADDRESS �' �' VILLAGE � OWNERS .^+ ��.'�, r. ✓, �� -" . � •,.. 'r' + �' DATE OF INSPECTION-!. FOUNDATION FRAME INSULATION r `r -., $ ; ' ,, ? .� � - •. - ' •r FIREPLACE ELECTRICAL: ROUGH FINAL ` I 1 PLUMBING: ROUGH FINAL - 1 GAS: ROUGH FINAL - "4 ( • t FINAL BUILDING v r , + } . . DATE CLOSED OUT S _ ASSOCIATION PLAN NO. • i i 1 - 4 TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 250 .004 GEOEASE `D' 15926 ADDRESS 1047 FALMOUTH ROAD (ROUTE PHONE HYANNIS ZIP - f LOT BLOCK LOT SIZE — DBA DEVELOPMENT DISTRICT HY PERMIT 51198 DESCRIPTION ASSOCIATED ALARMS- 36 SQ. FT_ PERMIT TYPE BSIGN TITLE SIGN PERMIT CONTRACTORS: Department of Health,.Safety ARCHITECTS: and Environmental.Services TOTAL FEES: $50.00 BOND $.00 ptr THE CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P ,t— * BARNSTABLE, + MASS. I 1639. A� ED MA'S B LDI G DM'IO B DATE ISSUED 01/22/2001 EXPIRATION DATE I own ®x -uarnstabie i5llff � BLFE : Department of Health, Safety and Environmental Services 4, i639• �0� M ila ng Division Argo A 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Ralph Crossen Building Commissioner Tax Collector Treasur Application for Sign Permit a� Applicant:_ Awvw a Assessors NO. Doing Business As: Telephone No. �' Sign Location Street/Road ' "Zoning District; Old Kings Highway? Ye o Hyannis Historic District? Ye o � Property Owner Name: Telephone: S�3yG Address: �•Q. �J�Ok ���� Village: Sign Co actor: None: Telephone: Address: 3 ad Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of die new sign. This should be drawn on die reverse side of dus application. Is the sign to be electrified? CPO (Note:Ifyes, a wiring perrnitisrequired) I hereby certify that I am the owner or that I have the authority of the owner to make dus application, that d-ie information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized lam' Date: 4I Q?2 O/ Size: 3t6 Cb x(, Permit Fee: 5�.00 Sign Perm ro Permit was approved: Disappved: Signature of Building O cial: Signl.doe rev.8/31/98 T =f ei -WiO i M i ZED PAP,CEL L4 l sl( ,� ON s(r�'MR-x 3i�o c� P`ErlisE 19ef-Ti zow/� clt 10 il ALARM it :r !: s if tem LJys If Blow< I j PLUMBING & HEATIM CO. INC. � 'i it HYAES - 0ROACTIC Y EM BOOKKEEPING. ; I it I I II i is II I I! so .9 $3 OLD MAIN ST w. YARhOU MA."iH, A. oa6e4 �. fm� 3. Co 0--Ca) 386-.2721 M06) 76b-3130 Fiax. ram. si„�� �er�a -m8 p s i Com( Capscc .net li jiCUSTOM RPERA9ff NO. _ � CRAYN — i IV�A R IAlS �' FtEyISiU1VS: --1 i Tlj�j �MA11_ = 1 A, TO'd @>'C2116L i-Ji. =_!, C':J li(-lS k.;+rnCCwhTd b4lCi c� �� E�%�i7-4C�-fiCIN i SIGN PERMITS Completed application form -including: assessors number [4,;ajCcollector's sign off r�y ��.z ocated in an historic strict?(OKH or Downtown Hyannis) Is sign electrified? es []No Ej,ensions Additional Documentation []photo showing existing facade -specifying proposed sign location OR []if for new building or new facade - architect's.elevation may be substituted for photo Oscale drawing of sign must include: []type of sign(wall,hanging, free standing) []dimensions of sign and lettering (minimum scale 1"= F) []indicate colors . Color chips required for all colors other than black, pure white or gold leaf []specify.construction materials []cross section with dimensions showing edge detail (minimum scale 1"= 1') []Fee g4orms-PERMITS I Rev 6/2/98 .mac.. �,r•, . CLOUGH, HARBOUR & ASSOCIATES LLh ENGINEERS. SURVEYORS, PLANNERS &,LANOSCAPE ARCHITECTS III WINNERS CIRCLE P.O. BOX 5269 ALBANY, NY 1 2205-0269 TEL: 51 8-453-4500 • FAX: 51 8-458-1 735 www.cloughharbour.com December 21, 2000 Mr. Elbert C. Ulshoeffer Jr., Building Commissioner Town of Hyannis Building Department 367 Main Street Hyannis, Massachusetts 02601 RE: Construction Completion Notice Sprint Spectrum L.P.: Hyannis,Associated Alarm BS23XC661 CHA File No.: 7472.55.71 B.P. Reference No.: 46919 Dear Mr. Ulshoeffer: As requested, enclosed is a fully executed Construction Completion Notice for the Wireless Communication Facility constructed at Associated Alarm Systems located in Hyannis Massachusetts. The work was performed in general accordance with the approved plans and specifications. Please do not hesitate to contact either Denise LaPlante at (860) 257-6955 x227 or myself if you have any questions or concerns. Very truly yours, "OF 59� - CLOUGH, HARBOUR & ASSOCIATES LLP 7N� s EN EERS, SURVEYORS, PLANNERS & A DSCA CHITECTS Thomas L. O'Brien, P.E. Partner Enc. �� Offlces Throughout the Eastern United States "Satisfying Our Clients by Meeting Their Needs Through Dedicated People Committed to Total Quality." i CONSTRUCTION CONTROL PROJECT TITLE: Sprint Spectrum, LP (Site NO. BS23XC661) PROJECT LOCATION: ,1047 Falmouth Road, Hyannis, MA- BUILDING NAME: Associated Alarm Systems NATURE OF PROJECT: Establish a wireless communication facility, replacing an existing 115' tower with a 120' tower. Constructing a fenced-in equipment compound w/ Sprint's antenna platform located at the top and relocating existing whip antennas. IN ACCORDANCE WITH SECTION 116.1 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Thomas L. O'Brien REGISTRATION NO. 38209 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT X ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(Specify) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEDGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND ALL APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2: 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept, 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 116.2.3, 1 SHALL SUBMIT PERIODICALLY, ROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE STATE BUILDING INSPECTOR. UPON O PLETION OF WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READD ES S OF THE P T R OCCUPANCY. SIGNATURE �15 S SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF-4-1-IL', 2000 ~ GINA SAU'I A V Notary Public,State of NeurYe MY COMMISSION EXPIRES —� � O o20_ No.0�SAnectad2 ed in Schenectady CouYtty. Notary Public Commission Expires Jan,10,20 °Ft�E r Town of Barnstable Regulatory Services * * * ■ARNSTABM • v MASS. $, Thomas F.Geiler,Director 039. �j°lEONIeR& Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 1, 2000 Kenneth J Kozyra Telecom Realty, LLC 10 Tara Blvd, Suite 500 Nashua,NH 03062 Re: SPR 160-00, 1047 Falmouth Rd, Hyannis(R250-004) Proposal: Attach six (6)panel antennas to existing 120' monopole tower and associated equipment on concrete pad Dear Mr. Kozyra: Please be advised that this application was approved at the Site Plan Review hearing on November 30"with the following condition: The location of the concrete pad shall maintain a 10'set back from all cesspools and leeching fields This application was referred to the Zoning Board of Appeals for the modification of an existing variance. Sincerely, Robin C. Giangregorio SPR Coordinator Q:B1dg\sitepIan\2000\telecom Building Department J� - Complaint/Inquiry Report Date: I G 6 f Rec'd by: Assessor's No.: Complaint Name• Location Address,':- .�_ � - Or Name: Q Qx o ,c✓r �,i�"" a Street: Vim; State: Zip:__ Telephone:D/1: Complaint Description: Inquiry �4� � c9 cxq� Description: For Office Use Only Inspector's Action/Comments Date• Inspector._ Follow-up Action Additional Info.Attaclied Copy Disaibtdon: Whitt-DepattmentMe MCBOI-Inspector PilLk-Inspector(Return to Office:1lanager) t 1 ( l Vv w � CIENERAL NOTES j I. THIS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. ® THIS FACILITY IS ONLY IN TENDED TO BE USED FOR THE SHELTER OF EQUIPMENT. r THE FACUTY WILL ONLY BE VISITED BY THE UTIUTY SERVICE PERSONEL , F Y /��//a �F -/,1f FOR EQUIPMENT MAINTENANCE - iMp///y pRp//V/ p/ I•r ■gry/�y/S///�Nryryp///y S. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES.ABOVEGROUND STRUCTURES J/:(//pL// ANO/OR UTILITIES BELIEVED TO EMS IN THE MVRW G AREA,EXACT LOCATION OF WIIICH MAY VARY FROM ME LOCATIONS INDICAIID. IN PARROUIAR,THE CONTRACTOR IS WARNED THAT lE EXACT OR EKN APPROMIMATE LOCATON OF nES IN THE AREA MAY BE SHOMNal pOt MAPEUNY NO BBERSHONH;TRUCTLIR AND ITESHALL BERHSR RESPONSIBILITY TO PROCEED' sp sp WITH GREAT CARE IN EXECUTING ANY WGR L I HOURS BEFORE YOU DIG MILL.OR BLAST,CALL 1-BBB-DIG-SAFE - SITE I.D.# BS13XC66lB4 F'ROJECTINFORMATION SITE ADDRESS: ASSOCIATED ALARM SYSTEMS 1047 FALMOUTH RD. ASSOCIATED ALARM SYSTEMS HYANNIS, MA 02601 LATITUDE N41' 39' 32.2" LONGITUDE W70' 19' 32.8'• 1047 FALMOUTH ROAD 100 ZONING CLASSIFICATION: R (RESIDENTIAL) • SETBACKS: FRONT: 30' / 100'* SIDE: 10, HYANNIS MA 02601 REAR: 10' * 100' SETBACK FOR PROPERTY ' LOCATED ON RT. 28 AREA OF CONSTRUCTION: t 600 s.f. PROJECT DIRECTORY OWNER: ASSOCIATED ALARM SYSTEM 1047 FALMOUTH RD. PROJECT HYANNIS, MA 02601 LOCATION E �. APPLICANT: SPRINT SPECTRUM, LP •' i N CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BOULEVARD SUITE 800 o Y MAHWAH, NEW JERSEY D7495 SITE DIRECTIONS �` "`" f i_NGINEER: CLOUGH, HARBOUR & ASSOCIATES LLP 450 COTTAGE STREET FROM US 6 (MID—CAPE HWY) EASTBOUND, TAKE EXIT 6 % SPRINGFIELD, MA 01104 CONTINUE ON SR 132 SOUTH FOR APPROX 1.7 MILES TURN RIGHT ONTO BEARSES WAY �. TURN RIGHT ONTO SR 28 WEST IFALMOUTH RD) AFTER APPDX 1.5 MILES, TURN LEFT INTO THE +,• T ASSOCIATED ALARM SYTEMS PARKING LOT GENERAL DRAWINGS•�i " THE SITE IS BEHIND THE BUILDING. T � RBA661C1 TITLE SHEET RBA661C2 COMPREHENSIVE SITE PLAN 1 RBA661C3 ENLARGED SITE PLAN RBA661C4 STORMWATER IMPROVEMENTS LOCATION MAP NO SCALE RBA661C5 SITE DETAILS RBA661C6 ANTENNA & STRUCTURAL DETAILS MARCH 2O00 RBA661C7 STRUCTURAL DETAILS RBA661CS STRUCTURAL DETAILS Et7CLOUGH. HARBOUR RBA661C9 CELL SITE INSTALLATION NOTES A_ &ASSOCIATES LLP RBA661E1 ELECTRICAL PLAN - ENGINE6S.9JRVEVQFa.PLPN\FlzG 50 GO — LPNL7SCAD, MA oleos RBA661E2 ELECTRICAL DETAILS AND NOTES ' 450 COTTAGE STREET - SPRINGFlEID, MA - 01104 P.O. BOX 626 413-746-0796 ou v,eM•e.r•T1-r RBA661E3 GROUNDING PLAN ` RBA661E4 GROUNDING DETAILS RBA661E5 GROUNDING DETAILS 7' 9E UTE 28) BONNIE 29 ('8 TRUE FALM ROAD p 4 9. �T _ S \ 1 V } UTH __..�: _ e 3 FALMOUTM GOAD `sTE MN. • } pAf�.x.,.., �7�HrN y .Rq�= S A SE_i 9a=AxTEa , LANDS NIFAIL 69 70. \ ',;P<,LE WAL7ER BAILEY B. 434$P.1/3 I5.5• _ LONG Patio a . ' r-- 161.54� yA-b '--PLANTEfI EXIST.4-PVC DRAIN PIPE 09N0 EMSTMI SIA~ `� _ AS AFRARIED AMIDPA4Yr - PUNIER H7743 12 NEW Sn3 M^AS MOAN PRopasw SEEPAGE RI CgNG MaN ASSESSORS MAP 250 SITE LOCATION ASPHALT �.FRpNT MYAIS, (NO SCALE) 1' 6d 1XP dd 11 �w evre.s -. 1gHsrrn 9 I u�. ASPHAt G0f1£FOR SMAMW �ACCEESS r 4 6 l _ fA01F FALAKIVIN ROAD \ 2N. yy LS Z \ 2 I S ! N 27029t17 1 STORY 1 E 9771 47.92 WOOD FRAME N�� I ( 17� NISTINC MAIN , r _ LANDS N/T }EIaST TOWER 1 1 } 13 WALTER BAILEY SPRWr EWF M NENT ZXDl — x } pLK B. 4J4.x P./1J LEASE AREA .SEE MEET .1 O�A� .N ONT .. R04667CJ FOR OETAR.S1p0, (aW�`ye1 I /{ �. \ L709�0 UMDEROROUNoUTUJ O 1} } Is •, `+� } 1. POLE ASPHALT LANDS N/r BENCH MARK RELD CORPORA77ON 'll-cuT'ON Rd \ �:u_ B. IJ99.P. /8J 34 EWINµND J1 W.1 I AREA=J6.5603 SOFT 32 a. OR 0.83t ACRE 30 r + 29 GRASSY AREA 20 LANDS NIT \� ` 26 21 OAlK NORMAN L B075FORD =c:T;a!;. Wt7 Ir; ..3 .• •I� 977 8212 �A/D/7N R.BOTSFORD \ .mac" � _! L♦ J ' �f` a. \\ 20' ,SPA' caAssr AREA "'_fo x—_LC7;:�'i. LANDS N/F s7v`E4 rMr TO aE � - ls: ,��•r(,?��ocx �>!' '� MIOHEIE MAHER REZOG LED NII/IV B. 86,51 P. 197 FRO MrY WNOiEIE MOUMENT ND NOTE•1964.STA9a WSW YAP REiEIAI E 9E CALLS FOR RMOS MAP pnnfD'BIYEHDiNY MXL-9HOIW5101 PUx K LAND N y DAINSTAGLE��f'OR ROBERi S F111ofY AS PXFPANLTI 9Y �> 9ANNST k ".1 .— 6 IDRO9 N AN. AT PAGE IN 'I LANDS NIT - \ / KAREN M.MEDLIN B. //J96 P. 164 No— 1. ——ND PNEPAIso In— xAID ..—A—— moI A A1NE I—rmn sLXNEY. Q z un BTuoAE�iONDTuoE/¢EVAnans NYSE mwXm unuaxG cooE GPs Iu7nNEI®To uM rPs e.La srnnON. YNNIAxb ZO�r1EN COp WA�1F5 511�S ANE f]@R�E YO M LLS fEEf. XE�]GIIIs --W ri µYE,OroETFAMIwM1DI92 BY KROCK AN6E 0f1 BY A—lOGIpN. aRmITAnON Iz TNUE xoRm 1 5ID a ms oagnvAllON. LANDS NIT a ux I—ND UP—MvIm,,N tin,TRW—I—aN ONLY. DAND&SHIELA„OYESIN a W—T TD ANY srAlE a EAc1s nGAT AN ACOIMTE eauxoun suNVEY ualan NsaosL B. 4188,P.283 PROEAn I—tiff OILY 9WN111 AS APPROAYAIE FROM TAX MM NCI DEED I— S. q�tin STALE 0i rACTS MAT NI UP-TD-OA1 AHSTUDT GN TM XOUID (IN IEEE) . I, SU&EOT M Al RNNIS EAEENENIS CDVENN,15 DR iS511R—O RE<OA. 1 bldl 20 N. 4 A 9DINONIY SURVEY WAs NOT 11—R—0Y—..HARWR. A—AlC5 W N CONJNINCDO,MIX 1HE PRmARAnOI O'MS 91E CLOUGH. HARBOUR ASSOCIATED ALARM SYSTEM .-A—Sprint Sprint Spectrum, LP sprint spectrum, LP ASON ASSOCIATES LLP ASSOCIATED ALARM SYSTEM CROSSROADS CORPORATE CENTER 1 INTERNATIONAL BOULEVARD, SUITE 800 A �rwolr ENGINEEFG.S1�7vEY[�15.PLonlf\EFIS � COMPREHENSIVE SITE PLAN ©mm 6 LANOSCAPE ARCHITECTS 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 450 COTTAGE STREET — SPRINGFIELD. MA— 01104 HYANNIS, MA 026D1 BOSTON NITA A�voD Op ''°PO dOD HD. —NO NUM9Ea REV 413-746-0796 SITE NO.: BS13XC661B4 oEvam RBA661C2 1 IWOB RX/TX FIX _s A N ANTENNA TYPE:TYPICAL N CABLEWAYS FlF%•AELL PpRREMIUM NNPER AZIMUTH 30' -PCU055-I6-0 CPS ANTENNA \ RC 12 JUMPER-OINM/OINM JET-PREIAUM A➢MU IAO'-pOS�_IB-0 CAPS ANTENNA qT LUCENT •/_ / (815396-00]P} AZIMUTH 260'-PC5A085-I6-0 {0751]6B9 OR/0T{7. FOIL RUNS t>s• _ 7/16'DIN FEMME CONNECTOR (ANTENNA) N TYPE FEMALE CONNECTOR(ANTENNA) .A /• .iA' N TYPE MAIE CABLE CONNECTOR G AU AN \\ „L. � J GIN NAIE `\ . .-..:...- 1 - GBLEWA RDUMB OF BAR BO• ,...--... (c aE"wAVE i°3♦i`SeroR TYPE 914TB2 - HOnA,c ......r F ) 918 ) �� 7 BIOS lFWH01 . r ......_' _-_ .__..-_- - CABLEWAYS FlE%WF11 FLC 12 CA 8-001 6 = `� 5 Va 4 TTOM OF > D -. Z CABLE 7YPE 810920.0piC t5B CABLE TYPE i;. O ✓ ..__ .-- .\1,._... END OF ICE BRIO TIPS 9/8J81 „�,.. O OUND BMro� am OR ( G1BlFWAVE AT GE) GROUNDING KIT --- P.N EW.FEMNECTOR DjTOMG MALE EWAYS 7J1758 o• r \ � i Eo6weHr BYO 1: _. ID BE IPEAAO WXa rwE N CONNECTOR ANTENNAT SFWTN EVSAAC fLT11 t atxn -. HFD TYPE MALE ` - TYPE MICE CONNECTOR CABLEWAY£] -; SPRWVT 9lCAPRRA 1JX13' JUM R-IN RE.P�M(11 FLC100 f 3180J .^' !EASE AREA .- NTYPE FEMALE CONNECTOR JUMPER -{Ff.PREMIUM(82803100AP) O.TrALL ORM"Sm1E 'A (suPPum w/ACCA PPoMARr RATIO cAaNET NTTPE FdALE CRNHEcnO/ suPPum w/ACC) m SYAPEAL'C nWATAaNr IWvMV ',\ ^::'.l SECTOR(TYP.) MIND?MRID ✓"`. 11Ex5rm mr?Ax mrlW TO - -— ANTENNA GABLE GON ESTIMATED LENOTHS FRCM AVAILABLE WGRMANON. r' no 1' '�, FIELD ENGINEER TO UPDATE ON AS BUILT DRAMNCS Y ' I�.WK E.WS7AA: AZIMUTH OOwNAL MUTHA DOW NIL- ADMUM OOWNTILTaO CAPS A 'r .- '--"!1. Ss / PPE MauARIDS _ =—'"" ei z 1: 4 COAX LENcn T AaCAµ uv hLmO H T mix ENNCD ANTENNA V1(�` G R. It �� ALE ( . L B C. SE�pCA `'•': ' " SPRN7/E£PIBOYF ll 11/ :: FW 1,. 14 R%/TX R% TYPE/92F /Tlf RX TYPE ZE /0( RX� � R% � 0 R% � Q 9 CAPS 1 - 12'DaME S7MVG I` .. I] 1 1 1 )5 JUMPER CABLE� ��. ] J 1539e NKtll e15]9e eW] S. °ACT GATE ' _ -. Y JY - ]Y J 1/Y J J 1 ] ] N A FROM TOP JUMPER 810920-001 810920-0p1 810920-001 6,018-O0 ( IBM CABLE 1J7 1]Y Y `: 1 COVER AS 1-5/B' 1 5/B` 1-5/B• 1/2' 1 ANTENNA CABLE RR26031001P 8280.1100AP 626031004P '� COVER ASSEMBLY 1. 10.5 TO PRIMARY / u `:� RADIO CABINET 1/Y 4 ♦ 1/2• 4 { 1/2• a ♦ N A - C �`: �' J ' 'v ,l; 11! NO CERTIFY AN AZIMUTHS ARE MIININ •1 OF INFORMATION SHOWN WITH REGISTERED LAND SURVEYOR 11 .L ..! lE CONTRACTOR TO ANTENNA TILE ' LY)A'IR7F AOEIP LH {II II;1 1 i 1. ._ _ _ SITE WORK GENERAL NOTES: ANTENNA CABLE CONFIGURATION A 419 SrAWNT PAti 1MW I'� ...y:'; ® ,_ '•, THIRD PARTY BILL OF MATERIALS 6'low OdAV i"FDWDE W1D1 L_ q BAIPBED IYAE LANDS N/F 1.ALL 511E WORK SIULL BE AS INDICATED ON ME DRAWING AND I1LTt OEwsnaN AXaT IENCix TOTAL \T RELD CORPORATION STIPULATED IN THE SPECIFICATION PRO.IECT SUMMARY. WOO DEFT E ) UPPIM B 139A P. 103 x1 .ANTEM M-C AREA JEA5602 SQFT \\ 2.RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL •A6ADp0-i6-e x/A W. BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. N/A x/A L..`_ .SF)OVT PCT COIARAWCA nVINS OR QBTt ACRE •we-uNIXN1 Aa7st7NIe9 M/A N/A ECY/I°NIDOT OV AYE1O5'BB 3.THE SffE SMALL BE GRADED TO CAUSE SURFACE WATER TO FLOW 2 MFDIIJICIL OawrnLT XT-aBs99e a N/A N/A AWAY FROM THE PCS EQUIPMENT AND TOWER AREAS. e C-6 R. 4.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN •RnnaiSlroAnu..AIMPEX ASSBBLY ] N/A ,1.,• C•t- GROUND. FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED (CABIEW\YE els]9c-mvk •,� o SAM LLr AAv RBEAAOIE Emswx IN ANY FILL OR EMBANKMENT. RJ:TIWFJa tXAXW.MMtAON AssFNNIXr CHIREYUYE eEe - x/A PA I£AA<Nr N1Dw TOKER rA" G1BIE9 30 5.THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH •t/Y WA RAWFRL COAXAL(ua VE na9te-em) aoi t <m eO 29 UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. •7Af WA TIJXWBL_AL(CAMLWAAE mM21-mI) M/A m x/A •t-e/r dA FIDa1E11 CMXM(GAS EWALE lMD9m-DOD a 9q' S.ALL EXISTING ACTIVE SEWER,WATER.GAS.ELECTRIC.AND OTHER s F eI�OE WM OO'omuxO uaE uo T1tat wOs Fan UTILITIES WHERE ENCOUNTERED IN THE WORK.SHALL BE PROTECTED ME 0 n, AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF •1? CABLE(CAMEWAYE WF]eTJ ] n/A n/A Q 6 THE WORK.SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 'T/S C/'eLL(G&Ew:YE sta]ee) X/A X/A N/A Co. 26 EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN •f-e/r CABLE(GMETFAAE tne]w) to x/A N/A 1, EXCAVATING OR Z 5 PIER DRILLING AROUND OR NEAR UTILITIES.. CONTRACTOR SHALL PROVIDE SAFETY TRNNINC FOR THE WORKING •o xEtNlOa-uNATACwn InI tie um YNN G13Fs •/]' (rAeRE'WAAE 1]Iea]) x] H/A x/A 2/'. ALL M /2'(CA9EWAAE]]Teas) /A /A M/A 2702 76.35 7.ALL EXISTING INACTIVE SEWER,WATER.GAS.ELECTRIC AND OMER KALE OX 1/11(CAeIE .7]41]7) N/A W. /A -AU W 7/r(CAmEWII E 7N017) N/A NIA H A '- 3 97708 .1 1mLmEs.WHICH INTERFERE WITH THE EXECUTION OF THE WORK, TW t-s ) N/A /A 2 SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE A'(aABIEIUYE 7]47se ] DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE }\ 22 4 EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF 7iPO MWI[XOO AM%,9N UNE TYPE Ae MANLYAGMIFD B1 t N/A x/A �.`.4" ENGINEERING, xarHXBeN tEIaMaBtas MtXB/xbm-tut\ rT G �pdL' 8.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY ME WORK AND AccA PeOHI L eY.—T W/O wMom9 N/A N/A x/A NOT COVERED BY M OPo E BUILDING OR VEWAI.SHALL BE GRADED TO \d-NR A UNIFORM SLOPE.FERTILRED.SEEDED,AND COVERED WITH MULCH a -�'�:, `) ♦� _#_. AS SPECIFIED IN ME SPECIFlGTON LANDSCAPE WORK. .t/1' ctB.L(—VE slaxip t A A 7 -._...•^ ea[ 7/r CABLE CABLEWAIE 9Ia]0 N/ X/ 9.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE WRING .I_5/e'thBRE(CAfAEwAVE 61OTI) xeA CONSTRUCTION. EROSION CONTROL MEASURES,IF REQUIRED WRING ENLARGED SITE PLAN IP AGTFISO06w0 Xle(CABIENAVE AND WBt]E) 9 x/A N/A CONSTRUCTION,51ULL BE IN CONFORMANCE WITH STATE OF i NUSETS WIDEUNES FOR EROSION AND SEDIMENT CONTROL , AND COORDINATED WITH ME TOWN/COUNTY CODE ENFORCEMENT OFFICE. 10.CONTRACTOR IS TO SUPPLY 8-COMBINATION LOCKS(MASTER LOCK 175LH, ROTES t. I1�5;s1Fn u gE SVPRXD B1 awER i PART NUMBER 71649 39565). 1 OR 4 AttE Ftm FAwaCA1Ea BY CwmACtoR (IN FEET) �\ 1 Inch-10 fL C CROUCH. HARBOUR ASSOCIATED ALARM SYSTEM 'Sprint Spectrum, LP � Sprint Spectrum, LP�� A &ASSOCIATES LLP CROSSROADS CORPORATE CENTER A .a mmAu<TXx aaAWN�c wwmlwT ENOVNEEY 7S.SLJF7V-_ Q ,PL-ANNAE51S ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD, SUITE 800 ENLARGED SITE PLAN O Lam 6. LANCDSCAPE APID-IITECTS 1047 FALMOUTH RD. MAHWAH. NEW JERSEY 07495 450 COTTAGE STREET — SPRINGFIELO, MA— 01104 HYANNIS, MA 02601 BOSTON MTA Ao>fla:e a"" '"r0 JOB W. I pUgxc NUMBER IREY vAnn,�,A,1_7t 413-746-0796 SITE NO.: BS13XC66TB4 Wsrnm x RBA661C3 1 TRUE I ROUTE 28� N FALMOVTg ROAD — G ti LANDS N/r WAL IER BAILEY - B. 4J4.X AIIJ 15.5' 61.5 1161.5 PUNTER EXIST.4-PVC OR—PIPE 0 o- *E PLANTER N�T;J 1Y \ •. RM°E1SEDgEPAFi - bo' 3 Y v 6 9 1 Y , - \ , - _ © \1 EXISTING USES GROSS AREA EMPLOYEES NssM�a.7' B QA Eikman Bookkeeping 456 s.f. 1 Full Time Z x ® 1 STORY P 9..l •`'� _ - ' YAJOp FRAME 4^ - 1 Part Time CONC m \ 1 A FFN GEN. ® EXISTING WAIN 1Y ' LINK FENCE_ ® Briggs & Heino Plumbing1,064 s.f. 1 Full Time _ \ EXIST TOWER _ - 1 1 WALE BALD EY & Heating 4 TransientIlk - \ _ x 1 A B. 4344 P.113 UTILITY aNOERptOUNO i \ _ GATE GHT TE C Hyannis Chiropractic 912 s.f. 1 Full Time UTILITY 100' RWTE�\ 14 \ O P 15 iy Q Associated Alarm Systems, Inc. 5,264 s.f. 10 Full Time ` 1. \_ ® \\ ✓ , l S700 ED R AW MA l - 16 b^' SRIBIFIYA/DP/WII7RAIXW 2 � le 1T ra � CN.SW C_B 11 Transients POLE N ASPHALT Q Sprint Spectrum, LP 483 s.f. 1 Transient LANDS N w'o BENCH MARK \l RELD CORPORA DON AREA s J6,ssot s0.fr •1s 'x-mT'ON m - - w, B 1J99,P. 183 74 O MA uE .�'- Zoning Clasification RD-1 (Residential) 'o OR O831 ACRE r b� pfi j0 MASSY AREA + Setbacks Front: 30'/100' Sid [ANDS N/r � � ..,,rr,, Y6 47 nA _ �, PPE Rear:10' NORMAN L BOTSFORD R ,\ ;EE=P.;:E 671 fi 6.. *100' Setback for JUDITH R.BOTSFORD (.j a:- 23 B. 1364 P. 380 \..� $ 45 Properties Located on YO ,, s x .. Route 28. LANDS N/r SRYP016i BOX Rl 6E A¢oGN 7LD WNW MICHELE MAHER Off—Street Parkins P.'L, .'Y___.. amp B. Required:1/300 86- s.f. Gross Floor Area + 1/Separate Suite ,W..a�� � :1/300 s.f. x 8,179 s.f. + 1/Suite x 4 Suites STORAGE l r 9oz .,i-may_ 6`G'9 = 32 Spaces Existing: 34 Spaces CONaETE—MENT NO Stormwater Calculations MOW 19184 MWVW-1aV uAFSE7 1xs 10 ar AYs Infiltration Area Required by Town of Barnstable: = 3,200 S.F. PEFE�E.T¢ >rr eFNTYAID 9WEBFw1Y NILL-SUBpN9aN PLNI K LANB NI AnNslafiu:NAss Fm ROBERT s Ewam As PwPAwn eY _ \ KAREN N.A�UN Existing Infiltration Area A N.SALARY,NL an AmE 14 i9M AxO FEID M ME LANDS N ABLE OOUNIY NEanPY 60EIDS IN AN eoax 1�AT PAt£S \ � / B. 11396,P. 164 Seepage pits 2 0 160 s.f. each = 320 S.F. Proposed Infiltration Area 1. BASENAPgNCTUZ TIsawWT NA II E5uP `G Seepage pits 1 0160 s.f. each = 160 S.F. ixOY A 4aE IB99 NEI➢SUR cY. i LADWg s COONS RE r`_1O m TNB¢ "uOXc Infiltration Basin = 3,400 S.F. EAOwiNPE ARE wslnw¢EO ro N%%YASSACNUSETR YAlIN1AN — —I—SNOYN.IF ANY.AM a1REssEo IN U.S FEET. OX.'�Ts10N.....,µr,°oc°maaoi e'rEn`,Iui AN.—.eY C., Total Infiltration Area = 3,880 S.F. >. NORTH auw7 S T NnT1H—ax cvs OBSEn—. LANDS N/F w "NOEnaalxo uxuTls sNBw4 1 ANY,..Ran Lca1Nx1— DAWD R SHIELA JONES s mrow'vuNANY :FA-A, Ar ®usiasE B 416a P.283 Storage Volumn Required by Rational Method = 5,040 cu. ft. a sua<n ro ANr srA1E OF FACTS THAT AN I3F n1tE.oulo �msoog Propsed Stormwater Infiltration Basin Volumn = 6,900 cu. ft. aceT ro ALL wens,EASENENn mvOrwTs aR BEsmICIlws a Rtmm (IN FEET) 1 InN YO ft. CLOUGH. HARBOUR S Sprint S Spectrum, LP S Spectrum, LP C Q 6 ASSOCIATES LLP ASSOCIATED ALARM SYSTEM P P print CROSSROADS CORPORATE CENTER A � Oru® on ENGINES. . NCIS=YORE. CHrrE=S 1 INTERNATIONAL BOULEVARD, SUITE Boo STORMWATER IMPROVEMENTS 6 LPN�cLD, PAC— 01104 ASSOCIATED ALARM SYSTEM MAHWAH. NEW JERSEY 07495 'ON AENEA 450 COTTAGE STREET - SPRINGFIELD, MA - 01104 1047 FALMOUTH RD. 413-746-0796 HYANNIS. MA 02601 BOSTON MTA 1°"`'°1p� oN ,AP9 9PRINF.xIB NO. OMNING NW6rR Rn SITE NO.: BS13XC661B4 ._N,. RBA661 C4 1 TYPICAL WOVEN WIRE FENCING NOTES GTE POST ROADWAY (INSTALL FENCING PER ASTM F-567,SWING GATES PER ASM F-900)ism 1pm� DOUBLE SWING GATE-CLR OPNG I.GTE EASFOR ET,CORNER TERMINAL OR PULL POST 2 1 2'p SCHEDULE 40 II -CHAN LINK FENCE 3 STRANDS WIDTH VARIES SEE PLANS IYI- BARBED WIRE TOP TOP WB RE BED GTE PER ASM FI083THRU B FEET OR 12 FEET F�R DOUBLE SWING RAIL TENSION WIRE BRACE RAIL 2.UNE POST:2'0 SCHEDULE 40 PIPE PER ASTM-F108J. 6'CRUSHED STONE SURFACE LIMITS OF CRUSHED STONE SURFACE WIREBOTT LINE POST AT GATE TENSION J.GATE FRAME 1 1/2'p SCHEDULE 40 PIPE PER ASTM-F1OB3. WIRE STRETCHER PROVIDE 4.TOP RAIL R BINGE RAIL 1 1/2'p SCHEDULE 40 PIPE PER ASTM- GARAGE TO GRAIN BAR OVER 2O*-TE FI OBJ. AS SHOWN ON PIAN Y•6'PRESSURE RAILS FOR GATE 5.FABRIC:12 GA GORE WIRE SIZE 2'MESH,CONFORMING TO ASTM-AJ92. TREATED HOOD CURB. + w/S'TOER R00 TOTAL WIDTH OF TURNBUCKLE 6.TIE WIRE:MINIMUM 11 CA GALVANIZED STEEL AT POSTS ARID RAILS TYPICAL GTE FRAME A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG - FORK LATCH RMCS SPACED MAX 24'INTERNALS. MADE TO GRAIN ELEVATION FINISH GRADE WITH LOCK OR GROUND 7.TENSION WIRE:7 GA.GALVANIZED STEEL AWAY FROM TOWER YARD EXTENSION TOp STRAND B.BAR ED WIRE: DOUBLE STRAND 12-1/2'O.D.TWISTED WIRE T MATTN ARMS OF BARBED WIRE 1 1 2' AC 4. 2'X 4'X 1'-6'LONG W/FABRIC 14 GA.4 PT.BARBS SP ED ON APPROXIMATELY 5 CENTERS. TOP OF FOOTING ( ) PRESERVATIVE PRESSURE TREATED 45' FABRIC SEE DETAIL B.GTE LATCH: DROP GOWN LOCKABLE FORK LATCH AND LOCK, MOOD STAKE AT 5'-0'O.G , _ KEYED AUKE FOR ALL SffES IN A GI`A:N MTA STABILIZATION15 FABRIC TOP FA(`II m c!DF (L ACE ON OR ACTED 10.LOCAL ED AS REQUIRED. OF BARBED WIRE PERMIT REQUIREMENT SMALL BE PLACED E COMPACTED ?>< RAIL COMPLIED AS REQUIRED. SUBGRADE � PROJECT 1'ABOVE �g$ AGLL UND AROUND(TYP)E WOVEN WE SWING GA DDUBLE 346 11.HECHT-6'VERTICAL+1'BARBED WERE VERTICAL DIMENSION. 12' 'I i� S1QE Nf5 C3 '� FINGRADE TYPICAL WIRE OR GROUND NTS D CJ C3- NO SCALE 14 1//2' - - CE FRom FROM GRADE LINE POST�DTING (MN) TYPICAL SECTION WOVEN WINE FEN 341 HIM C3 4 NIL POLYETHYLENE 12'X12' 4'OF PEASTONE(fYPJ MIN.SINGLE SHEET(TP.) COMPACTED GRAVEL BACKFL 1 0 o 0 1 4 0 'o D 1 C CORNER,GTE, _ END ON PULL POST / 0 O 0 1 1 BARBEDWIRE ti 1 0 O 0 1 LOAM R SEED o 0 o D 0 (TAPER TO EXISTING LAWN) . / 0 o 0 1 BOTTOM 70P 1 0 O 0 1 ROAD OR BRACE RALL mop 1 0 O 0 / 4 PAVE AREA STRETCHER VARIES SHOWN ON GRADING fi/11 BAR 4"GRAVEL oIAGoNAL ROD EARTHWORK PER STEEL TURNBUCKLE �1 _ SPECIFICATION 2 -O' 6-0' ROIKRI G CROWN OR SPOT TENSION WIRE 6'LAYER OF FILL PER EL AS SHOWN ON SECnoN THROUGH FlNISM GRADE ]/4'CLEAN STONE SPEGFlGIlONS I PLAN � OR GROUND (BOTTOM OF PIT) 2 1 1//2'MAX C4 LEACHING PIT DETAIL CLEARAElCE 8'LAYER OF 6'MODIFIED RDCKFILL N07 TO SCALE GRACE I I/ '1 FROM GRADE TO CONFORM WITH MASSACHUSETTS HIGHWAY SPECIFICATION SECTION 995.81 1 BOOKOK OR EQUAL LE AL 4 ITEM B86(TYP.FOR All SLOPES) NOTES: SPECIFlP ER ER CAG ON WORK 1'-0'MIN) 1.CONCRETE 4,000 PSI-28 DAYS 2.STEa REINFORCED PER ASM SPEC A-15-57 T BENCHING RED' SCARIFY AND NOTE J.ENTIRE BASIN REINFORCED WITH 6�(6'-6 GAUGE WW IF NATURAL SLOPE COMPACT TOP 8' SEE NOTE ON OETAII J45. IS STEEPER THAN 4:1 OF EXISTING GRADE 4.BASIN TO BE SET ON SIX INCHES MINIMUM STONE LINED STORMWATER 5.CONCRETE COVER TO BE SET IN FULL BED OF MORTAR e.CONCRETE COVER TO BE 4'MIN.THICKNESS J'011 MIN. 2 7.ALL UNITS TO BE RATED FOR AASHO H-20 LOADING WOVEN MIRE CORNER GA J43 (� NOT TO SLATE B"ALL PIPE CONNECTIONS TO BE SECURELY MORTARED IN PLACE GRAVEL PAVEMENT 321 END OR PULL POST NT5 C3 NTS CLOUGH4 HARBOUR �14 6ASSOCIATES LLP ASSOCIATED ALARM SYSTEM -A Sprint Spectrum, LP *Sprint Spectrum, LP IxuWHp camnMlT ENGINEEFE 3.SUF7VEY=.PLANTERS ASSOCIATED ALARM SYSTEM CROSSROADS CORPORATE CENTER A S L.-N==CPE ARCHITECTS 1 INTERNATIONAL BOULEVARD, SUITE 800 SITE DETAILS 450 COTTAGE STREET — SPRINGFIELD. MA— 01104 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 `�' * 413-746-0796 HYANNIS, MA 02601 BOSTON MTA "`®"' p. I➢Ip J06 N0. DINNING NU1®Di RLV SITE NO.: BS13XC661B4 amp RBA661C5 1 QENERAL NOTES ANTENNA SUPPORT TENNq(TYp) 1.ALL DIMENSIONS TO.OF,AND ON EXISTING BUILDINGS.DRAINAGE STRUCTURES, - PLATFORM AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITI/ALL TOP OF SPRINT HANGER BRACEEKLLE//T TYPE DOUBLE DISCREPANCIES REPORTED TO THE ENGINEER. SPRINT 117.5' ANTENNAS 120'AGL L/EVEL HANN00?NC BOROEOU 2.DO NOT CHANCE SIZE NOR SPACING OF STRUCTURAL ELEMENTS RAD.CENTER FAAXIMUM TABLE SPAN-3'-0"TP _ 3.DETAILS SHOWN ARE TYPICAL;SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS A A UNLESS OTHERWISE NOTED. 4.THESE DRAWINGS 00 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ANTENNA ICE BRIDGE 27'ICE BRIDGE J-9'CHANNEL.10' I� PPART 110706(PIROD INC.OR S.BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE SUPPORT POST 9'4' 4'-0" E�0 5 CUT ICE BRIDGE CHANNEL LENGTH INSTALLED, THESE ELEMENT$ARE AS FOLLOWS LATERAL BRACING ANCHOR BOLTS.ETG OWNERS ANTENNAS TO BE (SEE NOTE) 8.DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS DRAIN PIPES.VENTS. RELOCATED AT 95 (AGL) LOW BRIDGE O J'-0'AGL ETC,BEFORE COMMENCING WORK W/T-FRWE MOUNTS I.INCORRECTLY FABRICATED,DAMAGED.OR OTHERWISE MISFlTTING OR NONCONFORMING CAM L4.4.1kk/4.5'-O' MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL W/LD DRILLTHREIT.TO ROO.MONOPOLE OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL ' (C8 X B0.2 W"4_[AP PLATE) 8.EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE- MONOPOLE AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. MOTION SENSITIVE BR EQUIPMENT DESIGN pATp LIGHT FIXTURE SUPPORT POSE E BRACKET 1 3'DIA SCE 40 1.UVE LOADS FOR 27'CHANNEL(3-97 PARE STEEL PIPE NOTE;CAP ENDS OF RB02125(PIR00 ANC OR EQUAL) ICE BRIDGE WIND LOADS PER DA/11A F-222 120'MONOPOIE CUT POSE LENCM TO SUR eY REMOVING UNCAPPED ENO N LOADS: 1/2'RADIAL ON ALL COMPONENTS k CABLE NOW 10A0:PER MASSACHUSETTS STATE BLDG.CODE. •I CIGBE(TYP) E4 DEAD SEISMIC LOADS PER MASSACHUSETTS STATE BLDG CODE b (CABLE CPS/iNTENNA MOUNTED V OCEE(TP) BRACKET Z BATTERY BACKUP CABINET(60EC) 28800 AT 704 ABOVE ADS GROUND •U CABIFPORf POWER WTHCABINET(BfiEC) 1600/ ' ,&PTIN WEN LEVEL(AGL) B .y WNDHOIE PCSO COMA MINE CELL CABINET 775/ PCS ENHANCED COMA MINICFLL CABINET 0500 F WIREWAY 400 pANTENNA SUPPORT BRACKET NOTES MONOPOLE - FOUNDATION I.OESGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL RNISM tYIADE COMPONENTS THEREOF AND ATTACHMENT THERETO SHALL BE THE RESPONSIBIUTY OF THE MANUFACTURER MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, /Y qW0 BCW DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY,INCLUDING CONNECTIONS TO EQUIPMENT + I �,7,C�BLE. �� °••'t� DESIGN LOADS AND ALL 07HDt PERTINENT DATA ALL SUBMISSIONS SHALL BEAR GROUND RING EOUIPMENTAANTENNA CABLE THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE CONCRETE PIER OYpJ BENDING RADIUS PER THE WORK IS BEING PERFORMED. III SEE GET ]91A MENDING 2.BRACKETS.SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL CB $PECIFlCATIONS ANTENNA$COAXIAL CABLES AS SHOWN. ANTENNA BENDING RADIUS + PER MANUFACTURER'S STANDARDS PROPOSED ICE BRIDGE FOR —� s EXISTING ANTENNA 2 _ NIS P$ANTENNA I EJtlSTING CHAIN W 0' IGH CHAIN UNK (GSUPPLIED BY LUCENT) 2'DIA.2'-0'SCH M UNIX FEN FENCE/yN'J STRANDS _ CALV PIPE OF BARBED WIRE SPRINT " — STANDOUT MOUNT PER G ' EQUIPMENT TOWER MANUFACTURERS SPECIFICATIONSI STORY WOOD FRAME, 1 MONOPOLE BUILDING POLE QGPS MOUNTING DETAIL FOR MONOPOLE FOUNDATION 2'DU PIPE - NIS 1 CABLE TO PIPE CONNECTOR NOTE CONTRACTOR SHALL COLOD.ATT OF STANDOFF TO MONOPOLE. C-] NTs MOUNTING B/�UR�NDY TYPE GAR W/MICROFLECT. 2 BRACKET PLATE (lYP 2 PLCS) CODE TILT HOLES FOR ADJUSTMENT COME 7 � d Is-1 a' 4 I,_ 3_3 4• -1 e' � _ —7/B 7LB' 3 340' 7/16'.7/8'SLOTTED HOLE FOR SEC 1 DOUBLE-T HANGER 1-1/4'OIA PIPE PIROD P/N 802260 NOTE OVERSIZE U-BOLT PRWDED 2'SCH.40 PIPE SEE TABLE FOR CABLE HUNGER TO ALLOW t 7 TILT/ADJUSTMENT TO TAM CABLE ANOREW WNUF YIN •� o ACHIEVE TOLERANCE ANTENNA MOUNTING CABLE SIZE TYPE GABLE HANGER BEND RADIUS GRAVING NUMBER. TYPE NUMBEA Z4p LOFO-50A 43211 5' 7/16".2-7/8'SLOTTED HOLE NOTE: SECTOR% SECTOR 2 FOR 2 DIA PIPE U-BOLT WITH 1 5/8" LOFT-50A 42]96G-2 20• DOUBLE NUTS WO WASHERS. PLATE 1/4'THK. 1.THE ELEVATION AND LOCATION OF THE CPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF CTYP') REPORT. PCS CAPS ANTENNA MOUNTING BRACKET PLATE 2.THE CPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4'DIAMETER.SCHEDULE 40, SECTION A / GALVANIZED STEEL OR STAINLESS STEEL PIPE CABLES-ARRANGEMENT MOUNT END. THE PIPE SHALL BE CUT TO THE REWIRED LENGTH MINIMUM OF%INCHES USING A 61 CONTRACTOR. HAND OR ROTARI PIPE CUTTER TO ASSURE A SMOOTH AN PERPENDICULAR CUT. A HACK SAW BILL OF MATERIALS SHALL NOT BE uSFn THE CUT PIPE END SHALL BE DEBORRED AND SMOOTH IN ORDER TO SEAL T-FRAMEACE BRIDGE AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 4 NIS _ 3.THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE.APPROPRIATE MONOPOLE TOP MOUNT840 QUANTITY SUPPORT STRUCTURE USING U-BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE REM/ DESCRIPTION (such) MOUNTING PLATE USING THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT 6 CRITICAL WIRELESS ANTENNA PLATFORM THAT THE GPS ANTENNe IS MOUNTED SU[H THAT IT lu WITHIN DEGREFS OF VFRII A ANO TH O 1-1/4'DIA SCH.40.18"LG.MIN SS OR CAM PIPE 1 O PLATE 1/4.4-1/4. 16-1/4'LG.CALV.(A-36) 1 4.SEE DETAIL 522C FOR GPS GROUNDING INFORMATION. 1.TOWER PLATFORM TO BE PROVIDED BY TOWER MANUFACTURER. O STD.DUWAIB50H T�FOR�'DIA PIPE W/DOUBLE HEX NUTS 2 GLOBAL POSITION 8(IB 2 OR TO COOROINATE EXACT OR NT�ON OF PLATFORM P TIER NAL ® STD.U—BOLT FOR 2'DIA PIPE W/DOUBLE HEX NUTS 2 ANTENNA MOUNTING BRACKET - RF RECOMMENDATION. AND WASHER,CAM (SEE NOTE`3) J.CONTRACTOR TO PROVIDE PHOTOGRAPHIC EVIDENCE OF ANTENNA MOUNTS,GROUNDING AND COLOR CODING POST SWEEP TEST. CLOUGH. HARBOUR � A ASSOCIATED ALARM SYSTEM Sprint Spectrum, LP Sprint Spectrum, LP /Fl 6 ASSOCIATES LLP CROSSROADS CORPORATE CENTER RNAWNc moeewT ENGDvEEFi�L.SUP&lENC)SCZ A PL,W�f�FE" ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD. SUITE 800 `�O10i10A _ _ ANTENNA & STRUCTURAL DETAILS ©> P LIMN LD. MA PF7C- 01104 1047 FALMOUTH RD. MAHWAH. NEW JERSEY 07495 f0"" 450 COTTAGE STREET SPRIN GFIELD, MA 4 O1796 HYANNIS. MA 02601 as .rvo REV 413-746-0796 BD$TON VITA JOB N0. DINNING NUMBDT SITE NO.: BS13XC66134 RBA661C6 1 LQNCRETF NOTE 1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM , t TD THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: AD 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AD 318, METER LOCATION 13'-9 1/2' "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE': TO PPC PANEL T�i2 TYP - 2-MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. '1`FOOTING OE9GN BASED J.CONCRETE SHALL BE NORMAL WI]GHT,69 AIR ENTRAINED(=1.5x)WITH ON HdT NPH WINp AND UBC 5 1/1' 2'-3 9/16" 2'-]9/18 1'-il 1/4' 1'_7 1/4' 1'-7 1/4' A MAXIMUM 4'SWMP,AND HAVE A MINIMUM 2B-DAY COMPRESSIVE 4LASS 4 SOIL OR BEETTER STRENGTH OF 3d10 PS UNlE55 OTHERWISE NOTED. PYIR GO (UBC TABLE 1B-1-A) 9 J/B' 9 7/B' 4.YAI9MUM AGGREGATE 512E STALL BE 1 PPC MINI n 7 5/16' 3 3/4. PLAN WALL MOUNIIOt RET BLOWING MATERIALS SHALL BE USED: PROTECTION CABINET 2 11 6' 3.THE F NORTHERN TECHNOLOGIES WB.24 P0R7Lµ0 CEMENT: ASTM C.150.TYPE 1 '-0' PART NO.N2101-Wd ASTM A IRS 3" •3 - - - - RflNFORCENENT: -r 1/4"CAP Pl �� n \ NORMµ WEIdIT AGGREGATE: DRINKABLE RI N C J] " WA TS JaL 1/1 S WI]D I I I D I r •j o ADMIXTURES NON-CHLORIDE CONTAINING W8.24 I I I I •1 I— - 6.REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION Y2"DIA HOLE FOR y Or ACI J15. B'DIA TIRU BOLT WB.24 PPC MINI -a 1 1 DIA PL1/2• 7.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE WELDED WERE FABRIC SHALL CONFORM TO ASTM A 185 u♦ TYP 7 PIAi-'} W8a24 OR L WELD ED'STEEL WERE FABRIC UNLESS NOTED OTHERWISE. SPLICES SMALL BE CLASS"B' TS].2.//4 AND ALL HOOKS SHALL BE STANDARD.UNO. 3 6 2 1/2" 1'_g• 2 1/2' 1 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING •i 1'-0 1'- L4.3.1/4 1/2"DIA STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS Tn ERECTIOON VENT HOLE CONCRETE CAST AGAINST EARTH........I IN. ND SEAT FOR BOLT NIXES SEE ' CONCRETE EXPOSED TO EARTH OR WEATHER: •1 SECTION A.THIS DWG. 0-6 1/4" Y-9 3/4' F AND LARGER..................................2 IN. ONCREIE PIER a AND SMALLER k WAIF...................1 1/2 IN. e CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: .SECTION SLAB AND WALL.................................3/4 IN. 5//BB'x1 1/B SLOTTED HOE IN BEAMS AND COLUMNS........................1 1/2 IN. BEAM DIRECTION FOR 1/2-DIA 1 1/2"EW 1 1 GALV HE HY150 AOHESVE TYP 9.A CHAMipR 3/4'SHALL BE PROVIDED AT ALL EXPOSED EDGES CE CONCRETE LINO, ANCHORS 3-1/Y MIN ENV. IN ACpMOANCE WITH AD J01 SECTION 4.2.4.' PPC MINI MOUNTING FRAME 419 (e LOG TIP.) TO.INSTALLATION OF CONCRETE ANCHOR,SHALL BE PER MANUFACTURERS WRITTEN _ RECOMMENDED PROCEDURE THE ANCHOR BOLT.DOWEL OR ROD SHALL CONFORM TO N� B A MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE C DRAWINGS NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING NO IN CONCRETE It.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. -CENTER ER OF WORK POINT - - 12-ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED CENTER OF BEAM - IN Atl-JOT. 13.DO NOT WELD OR TACKWELD REINFORCING STEEL r� PCS EOUIPYENT OIPPORT FRAME MOUNTING 14.ALL .DOWEL;.ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVE$ L J I HOLE LOCATIONS E-CELL FlVE CMINET LAYOl1T GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE NO SCALE BEFORE START OF CONCRETE PLACEMENT. C-J NOTE'GRATING LOCATIONS BE INSTALLED AT CABINETS OF FUTURE 15.LOCATE PTA LE TO CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION CABINETS AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. IS.DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. 19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD,OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20.FOR D CO -WEATHER AND HOT-WEATHER CONCRETE PLACEMENT.CONFORM TO APPLICABLE AD CODES AND RECOMMENDATIONS IN EITHER CASE,MATERIALS CONTAINING CHLORIDE, CALCIUM•SALTS.ETC.SHALL NOT BE USED.PROTECT FRE94 CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. EQUIPMENT FRAME WB 1 FINISHED GRADE L3/4' I4x4a1/4 A A}25 l44'O1P 3/4'.1/8'0 1 3/16' DALY BOLTS / O.C.GALV.STEEL CRATING (TYP NI/S..F/S) -� ]/4N DIA.�A325 W/STD.SADDLE CUP TYP 1/2"OA GALV.HILTI HYI50 L4x4 wa GALVANIZED BOLTS 'FASTENERS(TYP.) I/4 ADHE9VE ANCHORS,6'MIN (TYP.) EMIS (6 IOC:TYPJ 8 /5 VERTINS WVx24 WBx24 R 1/2'.12'.V-3" (2)3/4'DIA A325 /}-TIES 0 1-0" _ - BEAMWEB TYP) ( VNOLT ,r:.),:r,a 9 /S F/S) SIDES CONCRETE PIER(TYP.) 1/4 M 2'-6' �B1 PICAL CONNECTION MAIL c�TYPICAL ANCHOR DETAIL CAL CONNECTION DETAIL f TUTS TY - TUTS' - TUTS Ham`EQUIPMENT FRAME PIER SECTION NO SCALE CLOUGH, HARBOUR ' =q &ASSOCIATES LLP ASSOCIATED ALARM SYSTEM Sprint Spectrum, LP 4Sptint Spectrum, LP CROSSROADS CORPORATE CENTER IW.xMxc__T ENGINEEF S,SURVEYORS.PL1VJN� ASSOCIATED ALARM SYSTEM 5 LAN�C APE PFiCH(TE= 1 INTERNATIONAL BOULEVARD, SUITE 800 4 _� 0X _ _ STRUCTURAL DETAILS 0 mm a<.a. 450 COTTAGE STREET SPRINGFIELD, MA — 01104 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 HYANNIS. MA 02601 ,eT�aoxa a. r.'o JDa xo, oMWINc HUMBER REV atzT-7as—o�ss BOSTON MTA SITE NO.: BS13XC66184 RBA661 C7 1 6'_3• 7'-6 1/2' II I 4D. 4D I II - - -—- - - - - CONCRETE PIER c7 cexe.z c6"az I I I I •� I I OUIPMENT FRAME PIER(TYP) EQ.FRAME WORK POINT= ` CENTER OF PIER —� 11;/{'x LENGTH AS REQUIRED 1 I I 12 GA x, DEEP ' GRIPSTRUT ICE BRIDGE PIER(TYP) MCNICHOLS COREC. _ C6xR2 C6xB.2 (PH./(80 CATAL 0)52307�;820) ICE SHIELD WORK POINT- CENTER OF PIER ICE SHIELD WORK PONT CENTER OF PIER (r+ FOUNDATION PLAN Nrs EICE SHIELD OVER EQUIPMENT NTS yp ] 8 3 DES STRUCTURAL TEFL NOTES PL 1/4• I - 1.STRUCTU FOR ON STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC CAN-WE Cfi I CAP PL I C6 STEEL E FICATOUILDINGS'.N FOR THE DESIGN.FABRICATION AND ERECTION OF STRUCTURAL FIELD DRILL AND ATTACH WITH DIA GALV.A325(T BOLTS(TYP.) 2.ALL INTERIOR STRUCTURAL STEEL USED SHALL BE.MEN DELIVERED.FINISHED l 1/4' WITH ONE COAT FABRICATOR'S NON-LEAD,RED OXIDE PRIMER PRIMING SHALL BE TOP OF CAP PL PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE A ALL OINGS,SCRAPES,MARS,AND NELOS IN THE PRIMED AREAS SHALL BE REPAIRED =TOP OF C6 — 1 I/4• 1 1/4� BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORK. Cfi 3.ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION 5 ASTM A36 UNLESS 07HERWISE NOTED.GALVANIZING SHALL BE PERFORMED AFTER SHOP SUPPORT POST -- FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS,SCRAPES.MARS AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO I 1 �1 TYP CHANNEL TO CHANNEL CONNECTION COMPLETION OF THE WORN. PL 1/2•x12 xt-O I 5/B-DIA GALV N75 4.DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS A325N BOLT SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. I I S.CONNECTONS + I I (�) 3•DIA I SCHEO 10 PPE(TYP) A ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES TYP 7/16 AND WELDING SHALL CONFORM TO DISC AND AWS TAB WHERE Fl THE WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE A15C*MANUAL GRIP STRUT FOR ICE BRIDGE OF STEEL CONSTRUCTION•.9TH EDITION. AT THE COMPLETION OF WELDING,ALL 1 1 2•E /{ TYP DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. (4)1/2•DIA GALV TYP) B.BOLTED CONND TONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS HILTI HY150 ADHESIVE F 3"DIA GALV.SCH.40 PIPE (3/4'DIA)AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERW,SE ANCHOR 6•MIN.EMB.(TYP) n (FOR ICE BRIDGE h ICE SHEILD) - GRIPSTRUT C.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8-DIA -11 III—I Iqll IIII GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. D.CONNECTIONDESIGN BY FABRICATOR WILL BE SUBJECT l0 REMLY!AND a — = APPROVAL BYENGINEER.II-III- 10' 6.CONTRACTOR TO INSL ACCA TO MOUNTING FRAME WITH 2-1/2-DIA TAL BOLTS-ACCA TO BE PROMDED BY LUCENT. GB OR W6 ANCHOR k CLAMP ASSEMBLY ICEBRIDGF AND ICF c—HIELn FoUIP111ENT 381A �1 TYP POST TQ CHANNEL CONNECTION n ICE SHIELD CONNECTION SUPPORT FOUNDATION PIER - NTS - TUTS TUTS NOTE:ICE BRIDGE SHALL SPAN NO MORE THAN 6'-0'BETWEEN SUPPORTS. NOTE:FOR W6 SECTION COPE FLANGES FOR SHEAR TAB CONNECTION EE C� �CLOLIGH, HARBOUR ASSOCIATED ALARM SYSTEM 'Sprint Spectrum LP 1 4Spnnt Spectrum, LO ASSOCIATES LLP ' CROSSROADS CORPORATE CENTER 0.WWHe mrTWwT ENGINEFFLS,S1JFlNE PE A PLANt� ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD, SUITE 800 1°R"11d11" STRUCTURAL DETAILS ®OT P LJYIELD. M E PAID-Ifl'ECTS 1047 FALMOUTH RD. MAHWAH. NEW JERSEY 07495 450 COTTAGE STREET SPRINGFIELD, MA 4 Ot796 HYANNIS, MA 02601 .w6 xc: 01uW1xc xuueDT 413-74fi-0796 BD$TON MTA �^' w✓P REY SITE NO.: BS13XC661 B4n,< RBA661 C8 1 �1.11 CI7C W.-L'SITE AISTALLATM NoTa, THE•FOLLOWING INSTALLATION NOTES HAVE BEEN COMPILED FROM THE EXISTING PROJECT DOCUMENTS UE.PROJECT SPECIFICATIONS,SPRINT STANDARD PRACTICE,LUCENT DOCUMENTS,ETC.)FOR USE. THESE NOTES SHALL BE UTILIZED FOR THE CONSTRUCTION OF THE CELL SITES TO ENSURE COMPLIANCE WITH THE PROJECT DESIGN AND SPECIFICATION REQUIREMENTS, A. GROUNDING " B. ANTENNA COAXIAL CABLES(WAVEGUDDE) 1.ALL METAL CONDUIT FOR GROUNDING DOWN CONDUCTORS SHALL BE BONDED TO THE GROUND SYSTEM AT BOTH ENDS. C.ELECTRICAL. NOTE. THE RF TRANSMISSION LINE INSTALLED BETWEEN THE PRIMARY RA➢IO CABINET(PRO,FURNISHED BY LUCENT,AND 2.N/A THE ANTENNA CONSISTS OF A COAXIAL CABLE,SOMETIMES REFERRED TO AS A VAVEGUIDE. 1.THE ELECTRICAL RACEWAY INSTALLED FROM THE MINI-PPC TO THE PRIMARY RADIO CABINET,FURNISHED BY LUCENT, SHALL HAVE AN 1 1/4'MALE CONNECTOR/REDUCER FOR THE TIE TO THE ELECTRICAL FITTING ON THE CABINET. THIS 3.KDPR-SHIELD ANTI-OXIOATION COMPOUND SHALL BE USED ON ALL GROUNDING CONNECTIONS. 1.ALL ANTENNA COAXIAL CABLES AND JUMPERS SHALL BE INSTALLED WITHOUT LOOPS AND/OR PIGTAILS. MAY BE ACCOMPLISHED USING EITHER A 1 1/4'CONDUIT.1 1/4'FLEXIBLE CONDUIT OR A 1 1/4'BUSHING. 4.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE CADWEOPROCESS. 2.ANTENNA COAXIAL CABLE GROUND KITS SHALL NOT BE INSTALLED ON THE JUMPER BETWEEN THE ANTENNA AND MAIN LINE CABLE. S.ALL CADWECONNECTION AND/OR BE INSTALLED USING THE PROPER CONNECTION/MOLD AND MATERIALS FOR THE PARTICULAR 3.ANTENNA COAXIAL CABLE GROUN➢KITS SHALL BE INSTALLED AS CLOSE TO THE CONNECTOR AS POSSIBLE AT EACH CONNECTION ANO/OR APPLICATION. ANTENNA. IF THIS IS NOT FEASIBLE THE GROUND KIT SHALL BE INSTALLED IMMEDIATELY AFTER THE BEND ON THE FIRST STRAIGHT RUN OF CABLE. THE GROUND KIT SHALL BE INSTALLED ON STRAIGHT SECTION OF CABLE ONLY AND NOT ON BENDS. eMtErOa)�T 4"ANTENNA COAXIAL CABLE SHALL BE INSTALLED TO COMPLY WITH THE MANUFACTURE'S MINIMUM BEND RADIUS SPECIFIED MBVELD BELOW. THE CONTRACTOR SMALL INSTALL RACEWAY FOR COAXIAL CABLE USING THE PROPER FITTINGS NECESSARY TO DVELo ENSURE THAT THE MINIMUM BEND RADIUS REQUIREMENTS ARE MET. (REFERENCE.TECHNICAL INFORMATION BULLETIN 411 42 AVG IIC1I ADVELD 2 AVG BCW 96-026) 42 AVG BCV B.ALL BOLTED GROUNDING CONNECTIONS SHALL BE INSTALLED WITH[!LOCK WASHER UNDER THE NUT. HAR➢WARE FOR - BOLTED CONNECTIONS SHALL BE MINIMUM OF 3/8'DIAMETER AND SHALL BE STAINLESS STEEL. COAXIAL CABLE MINIMUM BEND RADIUS. .. 7.GROUNDING WIRE SHALL NOT BE INSTALLED OR ROUTE])THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO G2 Al PRECLUDE ESTABLISHING A'CHOKE'POINT. CABLE SIZE MINIMUM BEND MINIMUM BEND RADIUS IN 4' MANUFACTURER CABLE TYPE (DIAMETER) RADIUS IN TRAY OR 6'CONDUR GAMMA AZIMUTH ZIMUTH CABLEWAVE FLC 12-SOJ 1/2- S' 10' \ / CABLEWAVE FLC 78-501 7/8' 10'. 18' CABLEWAVE FLC 114-50J 1 1/4- 15, 22- CABLEWAVE FLC 158-501 1 5/B' 20' 2B' G1 B2 AVG BCV A2 BI B1 DEPICTS CHOKE POINT(HOT ACCEPTABLE) BETA B.FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUNDING CONDUCTOR SHALL NOT BE USED. THE AZIMUTH FOLLOWING CLIPS MAY BE USED TO FASTEN AND SUPPORT GROUNDING CONDUCTORS. 5.THE GPS ANTENNA COAXIAL CABLE SHALL BE A CONTINUOUS CABLE RUN,FROM THE CONNECTOR AT THE ANTENNA HEAD TO THE CONNECTION AT THE BTS CABINET,WITHOUT JUMPERS. Al-ALPHA FACE,RED(SINGLE STRIPE) •METAL CLIPS WHICH DO NOT COMPLETELY SURROUND THE GROUNDING CONDUCTOR 6,THE ANTENNA COAXIAL CABLE AT THE BTS SHALL BE INSTALLED IN THE ANTENNA CABLE COVER ASSEMBLY(ACCA)IN RI ,T ANTENNA AS VIEWED WHILE ACCORDANCE WITH DETAIL 513. THE FINISHED ANTENNA CABLES(VITH CONNECTOR AND GROUND KIT INSTALLED)SHALL LOOKING AT THE FACE OF THE ARRAY BE INSTALLED SO THAT THE END OFTHE CONNECTOR PROTRUDES NO FARTHER THAN 12 INCHES INTO THE ACCA. _ A2-ALPHA FACE,REO/RED(DOUBLE STRIPE) 7.THE COAXIAL HO CABLE ENTRY HATCHPLATE ON THE REAR OF THE ACCA SHALL BE INSTALLED WITH THE SMALL 1/2' LEFT ANTENNA AS VIEWED WHILE FIKEDIAMETER HOLES 60R THE GPS ANTENNA AND GROUND WIRES)TO THE RIGHT(WHEN FACING THE ACCA FROM THE REAR LOOKING AT THE FACE OF THE ARRAY !ff THE PRO. a,_BETA FACE.WHITE(SINGLE STRIPE) B ALL ANTENNA COAXIAL CABLES SHALL BE MARKED AND TAGGED IN ACCORDANCE VITH THE REQUIREMENTS IN PROJECT RIGHT ANTENNA AS VIEWED WHILE 9.STANDARD BUSS BARS(CIGBES AND MIGBS)SHALL BE FURNISHED AND INSTALLED. THEY SHALL NOT BE FABRICATED OR SPECIFICATION G-002,SECTION 16000,PARAGRAPHS 36 AND 37. THE FIGURE TO THE RIGHT INDICATES AN EXAMPLE OF THE LOOKING AT THE FACE OF THE ARRAY MODIFIED IN THE FIELD. COLOR CODE MARKED ON THE COAXIAL CABLES. B2-BETA FACE,WNITE/WHITE(DOUBLE STRIPE) 10.THE GROUNDING CONNECTION TD THE POWER AND TELCO CABINETS OF THE PPC SHALL BE MADE BY CONNECTING THE 9.SINCE THERE ARE A NUMBER OF DIFFERENT COAXIAL CABLE ENTRY HgTCHPLATES THAT MAY BE SUPPLIED WITH THE ACCA, LEFT ANTENNA AS VIEWED WHILE CONDUCTOR FROM THE GROUND RING TO THE FACTORY FURNISHED BUSS BAR IN EACH COMPARTMENT. THE CONTRACTOR SHALL ORIENT THE COAXIAL CABLE ENTRANCE INTO THE ACCA IN ACCORDANCE VITH THE DIRECTION LOOKING AT THE FACE OF THE ARRAY ISSUED BY EACH MTA. THE FIGURE SHOWN BELOW INDICATES THE PROPER ORIENTATION FOR THE COAXIAL CABLE ,BLUE(SINGLE STRIPE) 11.ALL GROUNDING WIRES SHALL BE INSTALLED WITHOUT LOOPS(PIGTAILS)AND SHARP BEND RADIUS. ENTRANCE INTO THE ACCA G1=GAMMA FACE RIGHT ANTENNA AS MEWED WHILE LOOKING AT THE FACE OF THE ARRAY G2-GAMMA FACE,BLUE/BLUE(DOUBLE STRIPE) LEFT ANTENNA AS VIEWED WHILE LOOKING AT THE FACE OF THE ARRAY HATCH PLATE/BOOT ON REAR OF ACCA SPARE KNOCKOUTS (TYP. Cx OSPARE KNOCKOUTS <TYP.) TELCO RECEPTACLE (TYP O 5'DIA. COMMON PORT FOR COAX CABLE ENTRANCE INTO ACCA. GROUND LEAD EXIT PORT WITH GROMMET (TYP. OF 2) CLOUGH. HARBOUR ' �� &ASSOCIATES LLP ASSOCIATED 'ALARM SYSTEM Sprint Spectrum, LP Sprint Spectrum, LP ., CROSSROADS CORPORATE CENTER °XA1yN°°�10OT EIVG6�t ASSOCIATED ALARM SYSTEM - yi a.mwc+v. _ CELL SITE INSTALLATION NOTES LANOSC-1)RE ARIZ:F 7ST5 1 INTERNATIONAL BOULEVARD, SUITE B00 450 COTTAGE STREET - SPRINGFIELD. MA- 01104 HYA IS.MK)UTH R1 MAHWAH, NEW JERSEY 07495 rm mm, 4t 3-746-0796 HYANNIS, MA 02601 BOSTON MTA .roe NO. oPAwNc NUMBER REV SITE NO.: BS13XC661 B4 sa RBA661C9 1 . FBI W\WRNT\74r2\C.P4-\TI\RBA661E1.B.9 S.er.I 4/16/oo 1:16:m PN U—.1910 - - (��\ N � UTILITY POLE �UV Y - = I `• - O e METER UTILITY BY OTHERS �11. 4 BY- - 1 -' --_-- METER BY COMPANY UNDERGROUND UTICAL/1ELEPHONE D BY UIITY COMPANY. COOED DRAWING NOTE DETAIL NUMBER ' '�•- 4 %% ORAWING(S)NUMBER 1 , a 4 _ It T --�" B@HBEIQAII4NS 1 1 1 11 1 I1 Ensnac eummc A , AI 1 J2B HANDHOIE - \ -_. - .. -_ 4 566 LEASE AREA 1 ♦ E2 OWR 1 ♦ ` - ♦♦ ��� SEE DWG E1 SEE DWG.El 1 2 Jze s n E2 � 1 EIOSIW6 1 1 POWII PROTECTION MNNOE CABINET (PPC-NIN71 TACO POWER Y OTHERS PANEL PANG to •�' O Q NOTE z 9 � \ 1 11 1 1 1 I I I I - L___ ____________________J I TYP TYP E2 SEE DWG El IL----- SEE DWG El ELECTRICAL SITE — POWER. TELEPHONE PLAN ANTENNA I. TELCO CONDUIT SMALL BE INSTALLED To ACCOMMODATE THE FUTURE USE OF FIBER oPTIc CABLE. CABLE "-or COVER 2. TELCO CONDUIT RUNS IN/ON BUILDING(5 SHA BE 2"DN AND HE A MINIMUM 12'RADIUS Et SCALE 1/{" - ) LL HAVE AS¢IIAY BENDS AND ELBOWS. POWER 3. COMMIT RUNS SH4L HAVE ONE 1B.16'08 PILLBOX LATER 279 OF BERG, CABINET t. SIRVGHT RUNS SMALL HAVE A MLL80M AFTER EACH 75'-0"OF STRAXRR NUN. PRIMARY 5. T-1 UNE: (2)6-PAW(EACH PIUR INDIVIDUALLY SHWIDED)_124 AM SOLID CORE TELEPHONE RADIO - CABLE.INSTALL CABS WITHOUT SPLICE(FROM BUILDING TERMINAL BOARD TO PPC).LEAVE 15'-0' CODED DRAWING NOTES: CABINET OF SLA"CABLE AT EACH END.LABEL AS"T-l"AT EACH END AND AT ALL PULL BOXES B O (1)4 PVC w/(2)6-PAIR,/24 AM SOLID GORE TELEPHONE CABLE CRAOE LEVEL 5. PROVIDE 4"DIAMETER,SCHEDULE 40.PVC CONDUIT WITH MINIMUM J--O'RAOIUS SWEEPS AND AND(1)4'PVC./PULL ROPE TAII LOAD DATA ELBOWS FOR UNDERGROUND TELEPHONE CONDUIT INSATIONS,UNLESS NOTED OTHERWISE 2O 2"C.wA3)0/0 TO PPC MINI. CONNECTED LOAD 47 AMP NA%. 6 240/12OVAG 10 JW 7. INSTALL PULL ROPES IN ALL CONDUITS UNLESS NOTED OTHERWISE O2'RGS W/(2)6-PAIR,/24 AWG SOLID CORE TELEPHONE CABLE RUNNING LOAD 28.4 AMP MAX. O 240/120VAC,10 JW OPPC MINI.FURNISHED BY SSLP. COORDINATE SLAB UP LOCATIONS WITH EQUIPMENT LAYOUT. 5O 1 V4"FIGS W/(3)#2+/BG. 1. UTILIZE EXISTING SPARE METER SOCKET. METER BY UTILITY COMPANY. 2 FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO 6O ACCA FURNISHED BY SAP. VENDOR PRINTS PROVIDED BY PPC MANUFACTURER. ]. ELECTRICAL SERVICE SHALL BE RATED 2DOA 240/12OV,10 3W COMMONWEALTH ELECTRIC 7O POWER CABINET. FURNISHED BY SSLP. 4. PROVIDE 200 AMP,2 POLE.250 VOLT CIRCUIT BREAKER DON BASSETT (508)746-4473 EAT.5744 BO PRIMARY RADIO CABINET. FURNISHED BY SSLP. BELL ATLANTIC O9 FUTURE EQUIPMENT POWER k TELEPHONE DIAGRAM (508)398-5812 NO SCALE 10 FARGO MODEL/8-138A-G HANDHOLE OR APPROVED EOUIVALENT. 11 1'C.w/(2)$112EL+/12G 12 SHIELSDSALTH 0(2) XE LIGHT LIGHT MODEL STLI10H.w/(2)HHA GLARE 1J TO TELCO DEMARC INSIDE BUILDING. A CLOUGH. HARBOUR 4Sprint Spectrum, LP C,V ASSOCIATED ALARM SYSTEM Sprint Spectrum, LP I ■ �QI 6 ASSO C IATE S LLP CROSSROADS CORPORATE CENTER PR ENGraE3=G.SlJP?VEYOIaS.PLANP, S ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD, SUITE 800 © olT 6 L P CHEE ELECTRICAL PLAN AVOSCAE AFE=S 1047.FALMOUTH RD. MAHWAH. NEW JERSEY 07495 'T' 450 COTTAGE STREET - SPRINGFIELD. MA- 01104 HYANNIS. MA 02601 BOSTON MTA ,LOB N0. oMMNG NUMBER REv 413-746-0796 PA>a.xd 7.7R-71 SITE NO.: 8513XC661 B4 _ 7472.04.71 RBA661E7 1 a 5 4 .3 n934 SIZE �fB¢R\.WWNI\T4T2\CapeCoO\Z1\RBA661ELUy SWa 2s 4/IW/OD ltlt Z AM UA..1910 • .p�L!IV\/1 ELECTRICAL NOTE¢ - _ MSPEcnaNs [I A. GENERAL DURING AND UPON COYPLEnON OF ME WORK MRANCE AND PAY I ASSOCIATED B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WIM HIGHER FAULT CURRENT RATINGS AS 1 INSPECTIONS CI, ALL ELECTRICAL WORK INSTALLED UNDER MIS CONTRACT, IN ACCORDANCE NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. WIN ME CONDITIONS OF ME CONTRACT. B. INSPECTIONS REWIRED: AS PER ME LAWS AND REGULATIONS OF THE LOCAL MD/OR STATE B TELEPHONE SERVICE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. C INSPECTION AGENCY: APPROVED BY THE LOCAL µD/W STATE AGENCIES HAVING JURISDIC- A GENERAL: INSTALLATION SHALL BE IN ACCORDANCE WIN TELEPHONE UTILITY COMPANY'S RULES AND REGULATIONS TA COAT 6' 6' FINISHED GRADE OR CK TIM AT AT PROJECT SITE IN ASPHALT MIN MIN EXISTING ASPHALT D. CERTIFICATES: S/BY1T ALL REWIRED INSPECTION CERTIFICATEi 9. GROUNDING SYSTEM - FIELD DRILL PAVEMENT OR CONCRETE PAVEMENT D FOR 1/4'BOLTS SAWCUT L HµGDt9 AND SUPPORTS A INSTALLATION. INSTALL AS INDICATED M WE DRAWINGS AND AS REQUIRED. 1. BOND ALL CABLE MAY SECTIONS PL 1/B"K 5"x O-5' „u 2"(MIN)ASPHALT A MATERIALS ALL HANGERS.SUPPORTS.FASTENERS µ0 HARDWARE SMALL BE ZINC COATED M PAVEMENT REQUIREMENT OF EQUIVALENT CMRDSIM RESISTANCE BY TREATMENT M INHERENT PROPERTY,µIL OR USE BE IG CHECKOUT,TESTING AND ADJUSTING SMALL MANUFACTURED PRODUCTS GALVANIZED. DESIGNED FOR ME µPLLGnM. PRODUCTS FOR WHOM USE SHALL BE HOT DIP GALVµ12E0. A. CORRECTION/REPLACEMENT.AFTER TESTING BY CONTRACTOR.OMER OR ENGINEER,CORRECT SLOP µY DEFICIENCIES µD REPLACE MATERIALS µD EQUIPMENT SHOWN TO BE DEFECTIVE OR SOjL CONDSUIT B. TYPES HANGERS.SWAPS,RISER SUPPORTS,CLAMPS U-CHANNEL THREADED RODS ETC.AS UNABLE TO PERFORM AT DESI ON OR RATED CAPACITY. INDICATED OR REWIRED. B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY 3 INSULATION TEST M ICE SHIELD Y-O"(MA%) BACNFILL PER EARN- CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH k POWER CABINET. GRIP STRUT WORK SPEC6ICA EARTH VERTICAL C. INSTALLATION: RIGIDLY SUPPORT µIL SECURE ALL MATERIALS RACEWAY AND EQUIPMENT N DEPTH W/O BUILDING STRUCTURE USING HANGERS SUPPORTS µD FASTENERS SUITABLE FOR WE USE, C. MEN SITE POWER IS DERIVED FROM 3 PHASE SOURCE LOAD READINGS WILL BE TAKEN AND SCORING MATERIALS µ0 LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE PROVIDE CONDUIT RECORDED M MAINTAIN A BALANCED LOAD AT ME PRIMARY SOURCE RECORDS SHALL BE TYPICAL PjpES SUPPORTS AT MAXIMUM 5 FT.O.C. TURNED N ME OWNER'S REPRESENTATIVE. OR CONDUITS I 6' 0. OVER EAO MOUNTING ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK OR It. QUALITY ASSURANCE IN SUPPORTING METAL FRAMEWORK. BEDDING PER EARN- A INSTALLERS WAL6IGTIMS FIRM WITH NOT LESS Nµ FIVE TEARS EXPERIENCE IN NE WORK SPECIFICATIONS Q TRENCH AS SHOWN E WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY,CONCRETE BLOCK,METAL INSTALLATION OF ELECTRICAL SYSTEMS µD EQUIPMENT SIMILAR IN SCOPE AND COMPLEXITY I ON PLANS TO NOSE REWIRED FOR NIS PROJECT.µD HAVING SUCCESSFULLY COMPETED AT LEAST FLAB STEALTH110 FRAMING OR SUB-FRAMING. TEN COMPARABLE SCALE PROJECTS. DELUXE FLOOD F. EXTERIOR WALLS:. MOUNT ALL EQUIPMENT LOCATED ON ME INTERIM (E EXTERIOR BUILDING B. INCIDENTAL NDRIO PAINTING,PALMING MELDING CARPENTRY,MECHANICAL WORK AND THE P/N STLIIOH 0 E ' WALLS AT!EAST ONE INCH AWAY FROM WALL SURFACE,USING SUITABLE SPACERS. LIKE RELATED TO OR REQUIRED FOR ELECTRICAL WORK STALL BE PERFORMED BY CRAFTSMAN FINISHED LRABE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE SKILLED IN THE APPROPRIATE TRADE.BUT SHALL BE PROVIDED FOR UNDER NIS CONMACT. *PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE G. STRUCTURAL MEMBERS: 00 NOT CUT. DRILL OR WELD TINY STRUCTURAL MEMBER EXCEPT AS 12. CIRCUIT BREAKERS I i I LIGHT MOUNTING — DETAIL SPECIFICALLY"PROVED BY ME ENGINEER. A GENERAL MOPED CASES WITH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED OTHER- El NO SCALE - ]z5 TRENCH — DETAIL H. INOpEryOENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FIRM OTHER EQUIPMENT, ARSE NO SCALE PIPING,DUCTWORK OR SUPPORTS FOR SAME B. INDIVIDUALLY MWNTEO. ENCLOSURES AS SPECIFIED ABOVE.UNLESS INDICATED OTHERWISE L RA AT SUPPORTS RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM SPACINGS PER NEC.AND /1 SAFETY SWITCHES C SO AS TO PREVENT DISTORTION CF ALIGNMENT DURING PULLING OPERATION. USE"PROVED HANGERS.DAMPS µIL SWAPS FORRA IN RACEWAVIM&RUNS 00 NOT USE PERFORATED STRAPS M A GENERAL HEAVY DUTY,HMSEPOWER RATED,FULLY ENCLOSED,FUSIBLE(WITH REdCnON T@ WIRES. WERE MULTIPLE PARAIIII RACEWAYS ARE TO RUN TOGETHER USE 'MA'S TOPE FUSE CLMS M NON-FUSED AS INDICATED,WICK-MAKE.WICK BREAK THING NIMA- HANGER ARRµGEMENT MADE FROM V-CHANNEL µD ACCESSORIES SU�ENOD BY THREADED NISI M WIN -F COVER,I NCATED ENCLOSURE FOR PRY LOCATIONS µIL NEMA-31R RODS,µIL ALLOW AT LEAST ZSX WARE CAPACITY FOR NNgE INSTALLATION OF ADDITIONK ENCLOSURE FOR OUTDOOR LOCATIONS UNLESS INDICATED ONERWSE SWITCHES M BE RACEWAYS RIGIDLY ANCHOR VERTICAL CONDUITS SERVING FLOOR MOUNTED OR"ISLAND'TIFF "DOLED AS-SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT,-WERE REWIRED. ' EQUIPMENT MOUNTED AWAY MOM WALLS WIN METAL BRACKET OR RIGID STEEL CONDUIT EXTEN- SION SECURED TO FLOOR B. RATINGS VOLTAGE,PHASES,µPERAGFS AND FUSING AS INDICATED. - 4 MISCELLANEOUS SUPPORTS PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETSANCLES C. IN ME LASED CONFIGURATION.SWITCHES SHALL HAVE AN INTERRUPTING CAPACITY O:AT MATERIALS FASTENERS AND HARDWARE AS REWIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL LEAST 100.000 AMPS SYMMETRICAL AT SIX HUNDRED(600)VOLTS MEN USED WITH CUSS MATERIALS AND EQUIPMENT, RK-5 TIME DELAY CURRENT LIMITING FUSES K. ONE HOE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 MON. D. GUARDS LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARS E. CONTACTS AVER ALLOY,SWITCH BLADES SHALL BE M-ENERGIZED IN THE OPEN POSITION. _ 3. ENCLOSURES F. COGS SODERLESS TYPE A DRY LOCATION,INDOOR-NEYA 1 G REJECTION FUSE GIPS PROVIDE FOR FUSIBLE SWITCHES(30-600A)TO PREVENT NE INSTA- B. WET LOCATION M OUTDOOR-NEMA M LLATIM O CLAM H AND CLASS K NW-CURRENT-LIMITING FUSES, N. ACCEPTABLE MANUFACTURERS. GENERAL ELECTRIC,SQUARE D.SIEMENS 4, HOLES SLEEVES AND OPENINGS A GENERAL' PROVIDE ALL HOLES SLEEVES AND OPENINGS REWIRED FOR WE COMPLETION OF FINISHED MADE.AC Oil CONC PAVING WORK AND RESTORE ALL SURFACES DAMAGED,TO MATH SURROUNDING SURFACES MAINTAIN MATCH SLOPE AND NICXNESS INTEGRITY O ALL FIRE AND SMOKE RATED BARRIERS USING PROVED FIRESTOPPING SYSTEMS OF EXISTING MEN CUTTING HOES OR OPENINGS.OR INSTALLING REEVES,DO NOT WT.DAMAGE OR DIS-TURB STRUCTURAL ELEMENTS OR REINFORCING STEEL UNLESS APPROVED,IN WRITING.BY ME PROJECT STRUCTURAL ENGINEER. RIGID STEEL CONDUIT B. CONDUIT PENETRATIONS SIZE CORE DRILLED HOES SO THAT AN ANNULAR SPACE O NOT COUPLING B LESS THAN I/4-µ0 NOT MORE NAN 1-IS LEFT AROUND ME CONDUIT,PIPE ETC.MEN CUE- —U UNDISTURBED NINGS ARE CUT IN LIEU OF CORE DRILLED.PROVIDE REEVE IN ROUGH OPENING SIZE REEVES TO PROVIDE AND ANNULAR SPACE O NOT LESS THAN 1/4-AND NOT MME THAN I-AROUND �11 xvia COMPACTED BACKFRL THE CMDUIT,PIPE ETC PATCH AROUND SLEEVE TO MATCH SURROUNDING SURFACES t-"-`=`"-`-I II PE LEµ CONCRETE SPECIFICATION GRADE S CUTTING AND PATCHING _ FOR TRENMING SEE DETAJLPq A GENERAL PROVIDE ALL CUTTING ORILLMG CHASING FITTING AND PATCHING NECESSARY FOR LEAN CMC DUCT BANK WORK SHING ME WORK MIS INCLUDES µY AND ALL WORK NECREMOVE AND EP UNCOVER 4"P 0�,,,ION — RED MMORED M SAND RIGID STEEL CONDUIT WOE(O AND W RK ME INSTALLATION O ILL DYED MOO:REMOVE µ0 REFACE DOCUMENTS ry,. FIVE MOCK EQUIPMENT WORK NOT CONFORMING XI ME REQUIREMENTS IN THEAD CONTRACT DOCUMENTS WHERE APPLICABLE• CATIONS UTILITY COMPANY INSTALL HE NORMAL µIL MATERIALS M EXISTING STRUCTURES M ADDITION N THAT REWIRED SIZE PER LOCAL TEL M. DURING ME NORMAL COURSE O CONSTRUCTION. ((I))ACTIVE CONDUIT ELECTRICAL CONDUIT RIGID STEEL TO PVC PVt SMEOUIE 40 (1)SPINE CONDUIT WHERE APPLICABLE• ADAPTOR SIZE AS SHOWN W/PULL HOPES 4-PVC SM.40 M LAYOUTS B. LNG STRUCTURE. DO NOT ENDAR(ER THE INTEGRITY O ME BUILDING SMUCNRE BY e' M[N W/PULL ROPE CUTTING ORfWNG M OTHERWISE MODIFnNG µY STRUCTURAL MEMBER WITHOUT SPECIFIC AP DO NOT PROCEED WIN µVP STRUCTURAL MODIFICATIONS WITHOUT WRITTEN FERMI- (TYP) SSION OF THE PROJECT STRUCTURAL ENGINEER. C. —AIR& REPAIR ANY AND ALL DAMAGE TO WORK OF OTHER TRADES CAUSED BY CUTTING i SEPARATION DIMENSION TO BE VERIFIED sfis UNDERGROUND CONDUIT STUB—UP AND PATCHING OPERATIONS USING SKILLED MEMµfCS Or THE TRADES INVOLVED. WIN LOCAL UTILITY COMPANY REQUIREMENTS - E1 NO SCALE u RACEWAY SYSTEMS Sze DUCT BANK ELECTRI,/TELEPHONE NOTES. 1. ALL CONDUIT ABOVE GRADE MUST BE RIGID STEEL El NO SCALE A. CONDUIT SEALS INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AN EXTERIOR L ALL PVC SM.40 CONDUIT MUST HAVE MIN.BURIAL DEPTH. BULL- - DING WALL BELOW GRADE(UNLESS PENETRATION IS BELOW LOWEST BUILDINGPOOROOR LAB),AND ELSEWHERE AS INDICATED,AND SO AS TO AMfEVE A SEALED WATERTIGHT INSTALLATION. B. COORDINATE ALL CONDUIT STUB UP LOCATIONS WIN EQUIPMENT LAYOUT. Z. ELECTRIC SERVICE - A. GENERAL COMPLY WIN µ0 COORDINATE ALL REQUIREMENTS OF ME UTILITY COMPANY. A L'� CLOUGHW HARBOUR ASSOCIATED ALARM SYSTEM * Sprint Spectrum LP �/ Sprint Spectrum, LP C &ASSOCIATES LLP — CROSSROADS CORPORATE CENTER oPArxR mr.WOR ENGINEp ,�IFSCARES,:ZCHRLA ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD. SUITE 800 A ELECTRICAL DETAILS AND NOTES O 300° 6 LAN SCARE AACJ--IfEECTS 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 450 COTTAGE STREET - SPRINGFIELD. MA- 01104 HYANNIS, MA 02601 ®� n JHW No. pNWNG NUMBER 413-746-0786 BOSTON MTA xewmorPe ow .•ro fl6v H.,M w nu-n SITE NO.: BS13XC66184 HAMo� 7472.04.71 RBA661 E2 1 C Mr W n Z ^ 22 X 74 SIZE M\5P■NT\7472\C P4Cod\H\RBA661E1M.y SMe:32 l/18/DD 4:nn PY Uzi 1910 B w9 l SiROUNDING SYSTEM NOTES: LEGEND TIP. YP E4 \ 1.ALL GiOUND1NO CONNECTIONS,MADE THROUGHOUT THIS DRAWING SHALL BE MADE WITH bd-00'CHEMICAL GROUND ROD(STRAIGHT TYPE SHAFT) TIP. x THOMAS AND BETTS NO -SX[El0(1M OF.ET LURE INC.). RNERE[S NO EQUIVALENTFOR WIRE ANTI-OXI PRDATION COMPOUND. NO OTHER COMPOUND WILL BE ACCEPTED. COAT ® WELL CASING D 1 ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING. 2. CONTRACTOR S7A}l VERIFY THE ADEOUACY OF THE INSTALLED SYSTEM. CONTRACTOR SHALL CONDUCT SITE RESISTANCE TO EARTH GROUNDING TESTING'PER SPRINT STANDARD ® GROUND ROD I 96104-RELEASE 5. INSTALLED SYSTEM SHALL ACHIEVE A GROUND RESISTANCE OF LESS " INAN to OHMS. 3. RECORD GROUND RESISTANCE TEST RESULTS ON SPRINT SPECTRUM'GROUND RE5ISTANCE ■ CADWELD TYPE CONNECTION F02-Q - REST FORM. E4 T SHALL BE WITNESSED BY SPRINT R TYPE E4 SI 4. TESEPRESENTATIVE. COMPRESSION E CONNECTION np S CONTRACTOR SHALL PROVIDE AND INSTALL(3)40'LYNCOLE%fi RODS AS SPECIFIED ON ORE SITE GROUNDING PLAN. CONTRACTOR TO COORDINATE WITH SITE OWNER EXACT NICB MIGB-GROUND BAR - I LOCATION OF BURIED GROUND RING. TT O CIGBE-GROUND BAR METER SOCKET BY COMERS r METER BY UTILITY COMPANY INDICATES EXISTING EQUIPMENT .. ---- SURFACE MOUNTED GROUNDING WERE.#2 BCW U.N.D. E4 111 GROUNDING WIRE,/2 8CW U.N.O. B SEE ALSO CODED DRAWING NOTE SO 521 1\ E4J B ES _� DETAIL NUMBER TIP DRAWINC(S)NUMBER 9 TYP. FENCE YONOPOIE ICE BRIDGE ANTENNA ANTENNA ANTENNA (TYP.OF 2) ICE SHIELD C NOTE 1 NONE 1 NOTE 1 3 t ANTENNA COAX. ANTENNA COAX ANTENNA FAA% u c3i m i •- - GND KIT MD KIT fND KIT m m C �T`''� L TOWERI ABBREVipTIONS W - AM AMERICAN WIRE GAUGE SOS SOD` C ND GND BAR GNp BM pCCA ANTENNA CABLE COVER ASSEMBLY T E{ ES I BCW BARE COPPER WIRE Tam TYP. YIGB MIGB BCW BASE TRANSMISSION SYSTEM i. CIGBE COAX ISOLATED GROUND BAR EXTERNAL B f M COPPER DWG DRAWING 11 �i GPS GEOSTATIONARY POSITIONING SYSTEM EXISTING 3 NOTE 4 GROWTH MANHOLE BLW OR MASTER ISOLATION GROUND BAR TOP OF M1G8E MASTER ISOLATION GROUND BAR EXTERIOR YG TOWER CIGBE CIGBF PCs PERSONAL COMMUNICATION SERVICE ' O O GREEN BCW NOTES I d J PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET 3O BOTTOM ` RGS RIGID GALVANIZED STEEL OF TOWED RWY RACEWAY 1 GROUND SSLP SPRINT SPECTRUM LIMITED PARTNERSHIP jt1 ROO(S) TYP. TYPICAL 1 OND KIT AM CND BlA - U.N.O. UNLESS NOTED OTHERWISE 1 CABLE W/ WHIN SBO 111 __J CPS ANTENNA PPC MINI CONDUITS p B 11 _ l - N0Mu. 1.BOND ANTENNA GROUNDING KIT GABLE TO GROUND BAR 2.V(SOLID TINNED)BCW BURIED GROUND RING 3.FOR GROUNDING CONNECTION d DETAILS,SEE LAYOUT DRAWINGS. 4.FOR EQUIPMENT GROUNDING SEE DETAIL 569-5 ON DRAWING E5. 1 ' SCALE: J 8 SCHEMATIC DIAGRAM — GROUNDING SYSTEMS COD�DRA�NG NOBS NO SCALE OPPC MIN].FURNISHED BY SSLP. O CIGBE. OACCA FURNISHED BY SSLP. Oj MIGB.ADD TAG STATING'DO NOT DISCONNECT. OPOWER CABINET. FURNISHED BY SSLP. O CABLE TRAY. BOND EACH SECTION. - OPRIMARY RADIO CABINET. FURNISHED BY SSLP. O. IO SOLID TINNED 8CW BURIED GROUND RING. O FUTURE EQUIPMENT T A C� CLOUGH. HARBOUR ASSOCIATED ALARM SYSTEM 1Sprint Spectrum, LP 4Sprint Spectrum, LP S ASSO CIAT E S LLP ^� CROSSROADS CORPORATE CENTER z VORS m ENGNEEFIS.-]Pl .PLANNERS ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD, SUITE 800 �� N p zmo�d 5 L ANOSC'APE ARCHfTECTS 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 0749E �' GROUNDING PLAN 450 COTTAGE STREET — SPRINGFIELD. MA— OT/06 HYANNIS. MA 02601 BOSTON MTA DRAWWN6 rvw9ER Rn 413-746-0796 SITE NO.: BS13XC66184 ux Noe NP. I o�w � 7472.04.71 RBA661 E3 c A Z 7 22%3( SIZE r Fic W\SPRINT\7472\CwICod\71\RBA661E4.dv Selo 25 4/18/0012:11:02 PM U—..1910 D R AING BCW CAD'TYP/4TU R M BCW(TYP.) R WG BGW(TTP.) CADDVIELD S7EEa 101E t ,✓ cAoxELD (TYP_) CADWELD GROUND RING DWG BCW CABLDTO CAB am/(TAP.) �6•BELOW CABLE TO CABIF R AM BCW ADWELD I.- FROST LINE CAD.( ) RANG BC,I NOTE t � ) GROUND RING OUNDPIWG U ANC BCW R AM BCW 12 AGROUND MIN.1B BELOW ROUGH GRADE) VERTICAL POST CONNECTED TO RING R AWOL BCW VEHTI a POST NOT CON TIED i0 RIN� - °j 1.THE R ANC,BCW,FROM THE RING MOUND SHALL BE CADWELOED tl4II5. mm TO THE POST ABOVE MADE 1.VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT 1.VERTICAL POSTS SHALL BE BONDED TO TIE RING AS A MINIMUM ONE EACH GATE POST.AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO GROUND ROD COPPENWELD 2.BOND EACH HORIZONTAL TO TO EACH ND RI AND TO EACH VERTICAL POST SHALL BE BONBON TO THE EACH OTHER. RING. VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING �- ME GROUND RING IN ENTRY 100 FOOT STRAIGHT RUN O'FENCE 5/8'attl-0'LONG 2 HORIZONTAL PIES SHALL BE BONGED TO EADI OlHpl. 3.GATE.NHPER SHALL BE/4/0 ANC MELDING CABLE OR FLEXIBLE 2.HORIZONTAL POLES SHALL BE BONDED TO EACH OIHER. 3.DONOR EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL COPPER BRAID BURDNY TYPE B WITH SIEVES ON EACH END DESIGNED 7.BOND EACH HORIZONTAL POF/BRACE 10 FAQI OTNEA AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING C'FOR EXOTHERMIC MELDING POST THAT IS BONDED TO ME INTER IORMOUND RING 4.GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED 4.INSTALL OHOUN0 RING MIN.r-6•BELOW GRADE OR 6'BELOW MOST LINE 50]TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. - _ WHATEVER IS LOWER 2 E3 NO E3 NO SCALE 501GATE GROUNDINGGROUNDING E7 NO SCALE E3 NO SCALE S 2 GROUND BAR ON WALL - 4 0 OR ON ANTENNA TOWER B 3 ACCA509 0 T/i6• o® ENCLOSURE ,2•APM.X- QED� tY APPROX. O QO O O O O O Y ° ° ° 3T:' 6' t + 1 1/4•W MAX. 2 1/Y A MAXO O O O O O O O O OO N'0 �0ANTENNA __ __ ANTENNA B O3 �5✓o CABLE CABLE -0 8 11WEEATTHHERPROOFING KI ABLE GROUND KIT t�AILL,IER�OOTWAVE NG KITGROUNO KIT TAC HOE LUG TO BE USEDW/R ANC BCW TO BUILDING LEGEND /6 ANC STFANOED COPPERMOUND �AMC STRANDED COPPER GROUNDOR RING(ROUND 1- COPPER GROUND BAR 1/41 t'N 30',NEWTON INSTRUMENT CO.CAT.NG RE((GRDED10 GROUND BAR)) (( )B-6142. HOF CENTERS TO MATCH NEMp DOUBLE WC CONEIWRATILw TANDAND CABIEWAVE GROUNMNC KM (STTAAN°ARD"LABLEWAVE"COU.ROU°NOMG OB 2- INSULATORS,NEWTON INSTRUMENT CAT.NO,3061-4 N0 4- WAALLL MOUNTING BRA4XEI OUNEWTON NSIRUMENT CO.CAT N0.A-6056 TO ANTENNA GPS CABLE TO ANTENNA CABLE S- 5/8-11 X H.H.GS.BOLTS,NEWTON INSTRUMENT CO.CAT NO.3012-1 VML DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR SOB MollBAR su CABLE GROUND KIT CONNECTION E7 E5 NO SCALE A C CLOUGH. HARBOUR ASSOCIATED ALARM SYSTEM 'Sprint Spectrum, LP 2K *Sprint Spectrum. LP &ASSOCIATES LLP CROSSROADS CORPORATE CENTER w ENGINEERS.SLXWEYCIF-S.FLAB ASSOCIATED ALARM SYSTEM 1 INTERNATIONAL BOULEVARD, SUITE 800 i .W©NPNA o„ 6 L_ANOSCAPE ARO-IITECTS 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 GROUNDING DETAILS 450 COTTAGE STREET - SPRINGFIELD. MA- 01104 HYANNIS, MA 02601 BOSTON MTA JOB NO. DMN1N0 NDYBER RN SITE NO.: BS13XC661B4 _ aHA P,y.a N..7.is-it 4t3-746-0796 7472.04.71 RBA661 E4 1 6 1 5 4 3 2 7213a SIZE �, Ra W.\SPRINT\7472\Caws \7I\RBAG61EST.g Scdw 1 4/16/00 Y.24:41 PM Uf MO CADWELD ( TYP.) NA <R��� (SUPPLIED NBA LUCENT) RK NOTE: DO NOT INSTALL CABLE GROUND CADWELD,A' • TK KIT AT A BEND AND ALWAYS DIRECT - ✓IIu` A (TYP.) nt/gX GROUND WIRE DOWN TO CIGRE IL I1 U`/ • C6 WET`YPP'OOFING ( ) I( CABLE TO PIPE CONNECTOR BUNNDY TYPE GAR TC D TOWER MOUNT ABM I CHANNEL TO CHANNEL ; STANDARD GROUNDIN S,1 MOUNTINGKIT(TIP.) E4 BRACKET PLASEE NO7TEECONNECTOR ( )WEAT ER ROOFINGKIT , , I_ TO CABLE TRNA AY(TYP.) CABLE TO PIPE CONNECTOtIIIIIIIIIII - 06 AWG 1 ! CTWE GROUI.ND BAR BURNDY TYPE GN TCtDLAR TO 4 - - MOUNTEDSNEAR/BELOW E4B 1 GROUNDING KIT FIT M CABLE ro CABLE qCw GROUND RING FRAMEASUTPPORT NA ANTENNA / 1/2'N COAx CABLE UDWELD( .) A1lC BCW r MINIMUM BENDING RADIUS PER MANUFACNREIYS STANDARD `---�/2/0-EEN POST TO CHANNEL 12 AM BCW INSu ATED TD GPs ATTACH TO EACH ANTENNA LONER C1GBE (ROUND B AMC f.ROUNDiNG NIT SUPPORT BRACKET - 1 ABLE(PROVIDED G KI KIT) ICE SHIELD GROUNDING R�""" __— — —ro CIGBE AT BASE of POLE OR .!._'LATER COED! CRIMPED TO 12/0 HOME RUN LEAD E3 NO sGALE szz CONNECTION OF GROUND WIRES TO EXISTING AN FNMA 03 GROUNDING BAR ®ANTENNAS TO ANTENNA MONOPOLE RIZ BAR(camE) ND scALE 0 zz GPI ANTENNA GROUNDING SCHEMATIC �NOTE 1.OP 5/B'. .,-Cr1 COPPER CIAD C3 NO SCALE B(SIMILAR) GL..D ROD(TM. E4 - NOTE 5 C UG STANDARD GROUND KIT(M.) R/D GREEN IAILAIED EQUIPMENT SUPORT FRAME �8 AM((PROVIDED WITH BIT ND KIT TYP.) ,L Y' ANTENNA OP GROUND NDPBA (CICBE) . BATTERY p jC-A , SEE NOTE 1. 08 BACKUP TE 4 SEE OETAR E4COAX CABA, -. (TYP.FOI ACL LUG LUG INSPECTION HAND HOLE NOTE 3 W/BOLTING COVER TO ACCA 2)R ANC BCW CAB THREADED W'El1 CAP W/LOG( (pR.EQUIVOAILEENNT)OUEL FL6T NA MAY CABINET (n1 ANC B MONOPOLE PIER D PING GROR AM BCW - vRES510N WG A /• i ( 211/4'.MAIN GROUND REWIRED TINNED i GROUND CO MELT BOND ro COPPER MAIN BM(YOU). GROUND CONDUCIOp(TYP.) TYP.OF 2 SLOTTED COVER UL NAME PLATE 526ANTIENNA CARLE GROUNDING TO � WELD TOPODUCASING AMC BCW. FOND DUTY 102TA RMIC FINISHED GLADE PROTECTIVE COVER BOM E1 GROUND BAR AND MONOPOLE L FNIARGED MICE IS SHOWN FOL CLARITY TO DEPICT THE REBURIED CONDUCTOR TO THE BAR 2.LOCATION 6 THE MICE'S TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED NOTE. AS CLOSE TO EQUIPMENT AS FEASIBLE&PRACTICAL TD ACHIEVE ME DESIGNED CONFIGURATIONS k' 6'OF CLEAN SAND FILL 1.NUMBER OF GROUND BARS MAY VARY 1 R AM SOLID TURNED BARE COPPER CONDUCTOR FOR EQUIPMENT ENMOSURE BOND IS-MAX(TIP.) NOTE B x7 �i ....... DEPENDING ON THE TYPE OF TONER, 7 ANTENNA LOCATION AND CONNECTION C COMPRESSION TYPE TWO-HOLE LONG BARREL GROUNDING FITTING,0.75'O.C.LUGS(FOR R ANC NOTE C BREATHER HOLE ORIENTATION.PROVIDE AS REQUIRED. SOLD COPPER CONDUCTOR). fi'.FLll91 JOINT THREADED PIPE 2.A SEPARATE GROUND BAR TO BE USED (SW) CADWELD CONNECTION FOR CPS ANTENNA. 5.R AMC SOLID TINNED BARE COPPER GROUND CONDUCTOR WELL USING,OR EQUIVALENT (6'LD.,6-1/2'O.D.) mi p /4/0 COPPER CABLE 6. FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION 16000 M SS UP REOUIREYENT. B'N DRILLED SHAFT FOR WELL USING �Cl ` NOTES EB=s1 EQUIPMENT GROUNDING - FRAME SUPPORT A. PROVIDE WELL CASING MAT EXTENDS A MINIMUM OP 20'-0'BELOW WATER TABLE. E3 NO SCALE FOR ORIENTATION SEE PLAN FOR BID PURPOSES.CONTRACTOR TO ASSUME TOTAL LENGTH OF WELL CASING TO --_ _— G ANC BCW BE 60.IN ADDITION,CONTRACTOR TO PROVIDE A PER FOOT COST FOR ADDITIONAL GROUND RING DEPTH(I.E.WELL CASING AND DRILLING)OVER 60'AS PART OF BID. LYNCONITE KEEP HOLES BACKFILL B. FILL ENTIRE LENGTH OF 6'WELL USING WITH BENTONITE MIXTURE- C. BACKFILL AROUND WELL CASING WITH A 50 LEIS BENTONITE/B GAL WATER MIXTURE (FIELD ADJUST PER CM) UTILIZE A TREMIE PIPE TO PLACE MIXTURE. D. DRILL THRU ROCK/BEDROCK AS REQUIRED. NO 9� WELL CASING OT USED TO SGAIE AS GROUND ROD SBO SCALE - E7 N E1 MODEL/ K2-4UCS A G� CLOUGH. HARBOUR ASSOCIATED ALARM SYSTEM - -Sprint Spectrum, LP Sprint Spectrum, LP &ASSOCIATES LLP CROSSROADS CORPORATE CENTER PR ENGINEEFS.S1JF7V WAS.PLANnEGS ASSOCIATED ALARM SYSTEM T INTERNATIONAL BOULEVARD, SUITE B00 A©— 5 LNVOSCARE AAC)-i(TECTS 1047 FALMOUTH RD. MAHWAH, NEW JERSEY 07495 GROUNDING DETAILS 450 COTTAGE STREET - SPRINGFIELD. MA- 01104 HYANNIS. MA 02601 BOSTON MTA roe Ha. o�NLga13-7as-o7es SITE NO.: BST3XC6618471 6 5 4 3 2 2 9ZL