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HomeMy WebLinkAboutBLD-93-851 s ti, .o' TOWN OF YARMOUTH oKr- IDAqlv `H "" "` s Application, for a Permit to Build No. 257 IS UPON FINAL APPROVAL I I.a-93 MAP 87 LOT let-C-3 FEE MUST ACCOMPANY THIS APPLICATION. DATE P. 1 19 The undersigned hereby applies for a permit to build /1 A 9 2- according to the following specifications 1. Name of property owner P.D.d.CO f1$i cc Yl1 Cd Arzr),S /� Tel. 3 nu-- AV,,. Address /4, L) ca/0 e- /9-'.¢- s',y n.. TAA eves /e///Hvc en*,y/. + so:t Te ?/7�93Z-f'Y�b 2.Name of Architect(if any) s'4wrsA ¢�I-y 7 3. Name of builder T.OL.dµ9 Ail Z__ Address o4 Mtn c/c...cl-1 .rye 4. License No. O L G S7 D Tel. 3 ISL ' V2 IQ 5. Name of Mason flMt'C- Address 6. License No. Tel. . 7. Construction address Ac - / ' 4-4c61 P0-71-/ '' 9' -7 Flood District 8. Date of subdivision Approval plain zone C--• Zone /a)�, ' 9. Private dwelling 0 Estimated Cost ''WI ' DONOT WRITE IN THIS SPACE 10. Multi family 0 3'7j On • '04,0 Toot_lr 3 5 ra Type of room No. 11. Commercial IZ" i� )%/93 Kitchen 12. Other ❑ � --`Dining Pm, _ 13. No. of stories 47MT nov4DPT,vs Living Rm. / e4,...... S`/ Bed Rm. 14. Foundation - Full 0 Half 0 Crawl/�0 Slab (1 Bath 15. Materials - Wood 0 Cement 18'Other 0 Ge 35; cz) Deck pod-) 16. Type of heat - Oil 0 Gas 0 Electric 0 Other 0 Closed p Family Rn. 17. Garage - 1 0 2 ❑ Sun room 18. Swimming pool - Size Garage 19. Storage shed - Size Shed 20. Stove - Wood 0 Coal 0 , Alteration • 21. Size of lot: No. of feet front /.2'o No. of feet rear ?II 0t No. of feet deep 1. 1 i 22. Size of building. No. of feet front -No. of feet side fir"-No. of feet reams^ 23. Distance from nearest building: Front .57) 1 - Ft. side /' t Ft. side / nef- Re 47.1-0- 24. Distance back from line or street /20 * From rear lot line '3 5' Side line/ 4=9 14"--. 25. H.I.C.R. No. Of�� LOT RELEASED BY Signature 411r/Ar PLANNING BOARD Address d/inset Date • ( /en BUILDING PERMIT APPLICATION SIGN OFF APPLICANT: BUILDING PERMIT If: ADDRESS: - - TELE. NO. : ' DATE FILED: BLDG. SITE LOCATION: MAN': LOTH: THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER- MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH THE FOLLOWING DEPARTMENTS: RESIDENTIAL� / AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: DETER NES+��afilE1O COWEICAVAILABILITY. . ENGINEERING DEPARTMENT: DETERMINE$' COPiiLIA,CEIF017 PA'i /NG'AND DRAINAGE. CONSERVATION COMMISSIONDETEMOITNE9COMNANGE TOAjW$.'II4$DS ACTS, I.E. : IF LOT(S) BORDER ANY TYPE OF WETLAND�//S, STREAMS!'PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH Q DjfIETG / 4JJ• --PK.... _ REGULATIONS, HEALTH DEPARTMENT: Cr i /MEN'fS"FORSSEPCOTAGE DISPOSITATE AND OTHER PUBTOWN C HEALTHACTIVITIESRUIRE- FIRE DEPARTMENT: DETERMINESL 9MPLIANCE TO STATE AND TOWN REQUI' otI NTS FOR PERSONAL SAFETY; PROPERTY PROTECTION, Z.E., SMOKE DETECTORS, SPRINKLER SYSTEMS, ETC. THE FOLLOWING DEPARTMENTS MUST SIG:>`OFF,�IN Tiii: 1 �PECTIVE' ORDER, PRIOR TO BUILDING INSPECTOR ISSUING THE REQUIRED BUILDING PERMIT: REVI • D BY: . WATER DEPARTMENT DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. ACONSERVATION: DATE:,���tr gsffsgiiiN/A: ( /HEALTH DEPARTMENT r � mulf:ri. / INDUSTRIAL AND XR COMMERCIAL PE' ITS 1 'S. WIRING INSPECTOR: #4,44 DATE: „0 -7�yi N/A: 6. PLUMBING INSPECTOR: V DATE: N/A: Lj� FIRE DEPARTMENT: / DATE: N/A: •/PLEASE NOTE ALL STUMPS AND/OR BRUSH MUST BE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE DISPOSAL SITE MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. COMMENTS: 'eosin, Co a��lr C.Sf M._ !I �' ? at-' M W ff1111 : fputwo mn' O .iLy - No er?rsrayertoki of TbctIg11.4 /WM If1c DPEG 14 / / EL..IIIIR IrT, aritIVILIZIW : , ..•..,- e:::,g A - 4.. - /!% f' . J, ,. - e t ty if �. r Y /. yl I .1e n. BLM/89 r lefr (9 3 • TOWN OF YARMOUTH • BUILDING DEPARTMENT • CONSTRUCTION SUPERVISOR FORM . • , \ PLEASS PRINT: . JOB LOCATION: • ' NUMBER . STREET • . . VILLAGE • OWNER OF PROPERTY: ' ' • CONSTRUCTION SUPERVISOR: • • ' ' • NAME LICENSE NO. PHONE NO. . ADDRESS: • • - LICENSED DESIGNEE: . -•" " • • • • (IF OTHER,THAN SUPERVISOR) NAME . LICENSE NO. . t, • '4 . :,.. • ,- . . 2.15 RESPONSIBILITY OF EACH LICENSE HOLDER: . ' . 2.15.1 THE LICENSE HOLDER SHALL, BEI FULLY AND COMPLETELY RESPONSIBLE FOR ALL WORK FOR WHICH HE IS SUPERVISING. HE SHALL BE RESPONSIBLE FOR SEEING THAT ALL WORK IS DONE PURSUANT TO THE STATE BUILDING CODE AND THE DRAWINGS AS APPROVED BY THE BUILDING OFFICIAL ' 2.15.2 THE LICENSE HOLDER SHALL BE RESPONSIBLE TO SUPERVISE THE CONSTRUCTION, RECONSTRUCTION, ALTERATION, REPAIR, REMOVAL OR DEMOLITION INVOLVING THE STRUCTURAL ELEMENTS OF BUILDING AND STRUCTURES ONLY PURSUANT TO THE STATE BUILDING CODE AND ALL OTHER APPLICABLE LAWS OF THE COMMONWEALTH, EVEN THOUGH HE, THE LICENSE HOLDER, IS NOT THE PERMIT HOLDER BUT ONLY A SUB— CONTRACTOR OR CONTRACTOR TO THE PERMIT HOLDER. • 2.15.3 THE LICENSE HOLDER SHALL IMMEDIATELY NOTIFY THE BUILDING OFFICIAL IN WRITING OF THE DISCOVERY OF ANY VIOLATIONS WHICH ARE COVERED BY THE BUILDING PERMIT. . 2.15.4 ANY LICENSEE WHO SHALL WILLFULLY VIOLATE SUBSECTIONS 2.15.1, 2.15.2 OR 2.15.3 OR ANY OTHER SECTION OF THESE RULES AND REGULATIONS AND ANY PROCEDURES, AS AMENDED, SHALL 3E SUBJECT TO REVOCATION OR SUSPENSION OF LICENSE BY THE BOARD. . 2.16. ALL BUILDING PERMIT APPLICATIONS SHALL CONTAIN THE NAME, SIGNATURE AND LICENSE NUMBER OF • THE CONSTRUCTION SUPERVISOR WHO IS TO SUPERVISE THOSE PERSONS ENGAGED IN CONSTRUCTION,' RECON— STRUCTION, ALTERATION, REPAIR, REMOVAL OF DEMOLITION AS REGULATED BY SECTION 109.1.: OF THE CODE AND THESE RULES AND REGULATIONS. IN THE EVENT THAT SUCH LICENSEE IS NO LONGER SUPERVISING SAID PERSONS, THE WORK SHALL IMMEDIATELY CEASE UNTIL A SUCCESSOR LICENSE HOLDER IS SUBSTITUTED • ON THE RECORDS OF THE BUILDING DEPARt NT. ' • .. ' I HAVE READ AND UNDERSTAND MY RESPONSIBILITIES UNDER THE RULES AND REGULATIONS !FOR :ICENSING CC:1- STRUCTION SUPERVISORS IN ACCORDANCE WITH SECTION 109.1.1 OF THE STATE BUILDING CODE. I UNDERSTAN THE CONSTRUCTION INSPECTION PROCEDURES AND THE SPECIFIC INSPECTION AS CALLED FOR BY THE BUILDING OFFICIAL. . . INSURANCE COVERAGE: - . - • .•';'.7;- I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL1Ch.152 . . ;Yes 0 _ •-. No 0 If you have checked Is please indicate the type overage by checking the apprcpriate bei .-.":•. •.•': • ;KY • "' A liability insurance pc:icy 0 . Other type of :.ademnity 0 - • Bond 0 • -- • --- - OWNER'S INSUAAtNCE WAIVER: I am aware that the licensee deee rot have the insurance coverge requires v Chapter 152 of the Mass. General Lows. ana that my signature on t.:s permit application wanes this requirerrer.: • Check one: Owner°, Agent 0 Signature or Owner Cr Owners Agent •- .. SIGNATURE: • . BUILDING OFFICIAL APPROVAL: y . _= = COMMONWEALTH OF MASSACHUSETTS ro , a�EI`AR:MEIv'T OF INDUSTRIAL ACCIDENTS • VC-- * 600 WASHINGTON STREET • James J Camooel, BOSTON, MASSACHUSETTS 02111 • • romm ss ones WORKERS' COMPENSATION INSURANCE AFFIDAVIT • I, (licensee/permittee) • with a principal place of business/residence at: (City/State/Zip) do hereby certify, under the pains and penalties of perjury,that: [] I am an employer providing the following workers' compensation coverage for my employees working on this job. • Insurance Company Policy Number [] I am a sole proprietor and have no one working for me. [ ] I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation insurance policies: ...•••••• -••• • • Name of Contractor Insurance Company/Policy Number . Name of Contractor • Insurance Company/Policy Number • Name of Contractor Insurance Company/Policy Number Q I am a homeowner performing all the work myself. NOTE.Please be aware that while homeowners who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto art not generally considered to be employers under the Workers' Compensation Act(GL C. 152.sect. 1(5)).application by a homeowner for a license or permit may evidence the legal status of an employer under the Workers' Compensation Act. I understand that a copy of this statement will be forwarded to the Department of industrial Accidents' Office of Insurance for coverage ' verification and that failure to secure coverage as required under Section 25A'of MGL 152 can lead to the imposition of criminal penalties • consisting of a fine of up to 51500.0D and/or imprisonment of up to one year and civil penalties in the form of a Stop Work Order and a fine of 5100.00 a day against me. Signed this day of , 19 LicenseeiPe.mi et Licensor/Permit:or b. Form Anmovnd OMB Na 2120-000 " Aeronautical Study Number uslso,ane,:arsenesanea„ NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION need Anointad.,srheutee • 93-282-0E 1. Neltire of Proposal 2. Complete Description of Structure A. Type 9.Clan C.Work Schedule Dales A. Include effective radiated power and sniped) ®New Cwnslru tk ®Pemunent aeglnning 09/15/93 all ezisU rergaN,ry of ng,proposed or modified Na,FM,w TV broadcast 1:1 Nitration O Temporary (Duration_month') EM 10/18/93 elation,ufkiseng this structure. 3A, Name and address of individual, company, corporation,eta proposingthe B. Includesizei7eendconfiguration mew power of FAA an and their Supporting y construction or alteration. (Mentor.Skeet.Car.Slate and Zip Code) and public airports. ( 508 ) 394-2405 C. Include Information showing Site orientation.dimenuans. ern cede Telephone Number and Ctar Freq mBlehalSdthe proposed structure. [—r Cellular Freq. Sand A DALE BOISVERT Max ERP 100 Watts R.D.C. COMMUNICATIONS INC. 19 DUPONT AVENUE 3001 AGL Self Supporting Tower 1 S. YARMOUTH, MA 02664 B. Name,adtreaa end telephone number cif proponent is representative d different than 3 abort. DALE BOISVERT R.D.C. COMMUNICATIONS INC. 19 DUPONT AVENUE S. YARMOUTH, MA 02664 (508) 394-2405 L Location of Structure . fit MVO space it required,conakie cn■separate Sheet; S. Height and Elevation /como/N.Soma nearest loon A. Coordinates 9. Nearest Cay or lawn.and State C. Nome of newest airport.hehpert,alghtpark, A. Elevation of site above mean see level (Ta nearest tacand) South Yarmouth, MA or seaplane ban NYA 41 °I 41 'I 26 Ill Distance toes (ll Defiance from structure to nearest30 :JAt .3 point of B. Height d Structure inducting all Latitude1 Mt les Miles nearest runway 4.3619 an. appurtenances and debug Sr any) above 070°I 11 1 „RC" 121 Direction to ee ground,or water B so situated 320 (21 D:req�on Ifpm Sinxture to auport C. Overall height above mean sea level(A•a) / Longitude Ilse d 183 Deg. 252.76 Degrees 350 D. DescriptionofbCahon of site wllhrespect tonighways.steels airports.prominent terrain futures existing itnattures N0.AIIarh a U S.Oeooglcal Survey quadrangle maps pUiyalent Showing the relationship of construction site to nearest avprwl(s) (d more spaced roomed.CMfww*on t separate sheet of papered aflech to(hu Police.; Off White's Path , South Yarmouth, MA Acta is required by Par/77 pima FederarAre(tpn NegNallonal 14 C.FH Par177!pursuant to$e ,, n l rpt of the FederarAnalron Amort Aid.ar.enamed(49 L,S.C.1701 J. as Persona wh(a'OMmgayandwdhnglyvplale me Moho,moult menu.ofPer:77 en suttee wabne(cnmmalpenalryl olnatmere than S5D0(a thebrsl orlNue and not More Caequenl offenses.pursuant to Samson 902(a)or the Federal Aviation Act d 1956.as amended(49 U.S.C.1e72(a)). I HEREBY CERTIFY that all of the above statements made by me are true, complete, and correct to the best of my knowledge.In addition,I agree to obstruction mark and/or light the structure in accordance with established marking& lighting standards if necessary. Dais • Typed Name/MS of Person Filing Notice SlgnaW�a/.-7 08/06/93FORFpAUSEONLY. .,: Dale9oisvert, VICE PRESIDENT ��/ /...e,... �� . • • :FAA Sl'JX Edl6errettrt7 this lbtm or/asDai•e►Ddost,eoknowleddMrent. 7hO Propo$al ' '.,St+pn '6adet Malfoa oft uaCFOD FAA lbpa 7480$' tkn not tequte a nerlca re FAA,. . ': At Mad Ia Atxatt brdon the halt of cpnetrue0dq,(agate any lima .efico . .. : . . ... let lire days altar,the ainsauclbn reaahe4ll:greatest height m I 're rut'tdemft d•is Sir bbrot elbn trader:-. " , .' • :: . � . .. ... .:...._. ... �.,-::-.•::-;:.„:::..,.....,..,.::•:::.c. s..�.., ;. ..,.``reed �� „ ;i '°`anyatandatdof.nn Nrt77'S nos;'S.:i[:'d' cr :'' pfaega:».. :.'::u..: J . .+ ... . . � ,....., TMs da+emdnstfon sa ���.7.�!';:7/F�1''190/V�.�::�::L.':';::`::.`. �'.`s:�::::,�... . ...... ..'.,.ilfdnou1de?ttiahe7sd bfet•pevlgelbLr".:?::::::.:.r.:::i!;1.2r.:) ,.. n'punbkji tit extehdsd,(asked or INrneaiYd 6y tale(eadPg tlMt:tr• ''':1:0,1:',.." :! �� i i o' ( 'benign at Wert gWgt,dton tame(the, :(b)the tons1Mlct/o S auNeet td the Ntenalrlg tuawAty at the Federal ommuhtCauln Cantdtesbap an, ltenderde of FAR,Palt .Subpart C,but`.. appllceden lot a constalcdee permit la tradelo the FCC on or bolore the stove sogl(ratnn date insuth pomace.be le bawd le ser dgabeee.,':::, "..:,-cad the determinaUgn gapes at me dela preeCdbed by me FCC foe o.npMtan tit eaaafhxneaf IM on V. h talo:be'Obeterietliin"ht ,initk t ". 3.;I;:?"''.:-.:, :...'::: g:.:'1M dela t e fD0 deMee lbe.a9pf Radon lchfee;per;FAk..ArMaori Ckcular: NOTP•Rseunl fa'aneneib(t of the et)eMbe penton et Oit delerm)nsdpt iauel:n 0unarNet adetrreredlpiM' 70(74891,Chaplutej :i•3'14,5:,::. nd 13 (saahg Carpo it kesl,ls days Prior le the exptrefron dme. ; p0 e • If the tUVcttit le sables)404 9ginet•M1 auihw' • , py • .. . .:�:Obshoctprs marking Ind •tphbbg art flub: :: ,:,:.: .. a.::.... ..:.. a oi(M . ..,,AOwtdy a ec d this dtxamineGod ori)be seer',Met • ,.. ., : ..,,::..See ;.;:.:: .::;,::... ..:;..•:..., ,.. ... < teve)'se"gide, of :foxTa. :......Bu�lftl ton .: ...�:... ..::. wtc, :.::.;:::-::;,, .::.>.:,.. : ':.i? Sept enbeY3;;I4 "' T993'i>?:i: 's ,;: FM Form 71601 ISM AUG 19 1993 Jut Q0// 7 /9.3 . • CRAIG R. SHORT, P.E. 14 TORY LANE,DENNIS,MASSACHUSETTS 02638 OFF.(508)385-6530 RES.(508)385-9513 12/ 15/93 Forest White, Building Commissioner Yarmouth Town Hall 1146 Main Street (Route 28) South Yarmouth, MA. 02664 RE: Mobil One Towers, White's Path, Yarmouth, Mass. Dear Forest; This is to certify that I witnessed the construction of the concrete footings and pier columns for the referanced project. In particular, the steel reinforcement and concrete were installed per the design plans by Jaime Reyes P.E. dated 9-2-93. I also witnessed that 3 concrete core samples were taken for each pier, to be tested for strength by others. The concrete pour on the first pier was begun on 11 /15/93 and was completed on the last on 11 /26/93. On 12/9/93 I conducted a spot inspection on the grade beams for the proposed building. I observed that the steel was in place on the westerly beam per the plan provided me, and that it was being installed on the easterly beam. The concrete for these beams has since been poured. If you have any comments or questions on this please contact me at the above. x.eLAA$$, "�51^.p1 i `,\',''Y: Sincerely; tJJ C' "L „` :51 t.',. '7.: 3 / If \n, F- ,e\/' /; Craig R. Short, P.E. : ' "P.•✓v✓i-or. cc J. O'Loughlin, Inc. , 2 Harold, Harwichport, MA 02646 • Professional Civil Engineer • Custom Designer • Builder Member ASCE • MALSCE -KWa'/Kupferman & Weber, Inc. Consulting Qeuteclutksl Fngineers 21111,x:klu Street Wellesley.MA 011111 16171235-0571 fax(617)235.0671 . November 10, 1993 �✓V yQy/�3 Project No. E92414 R.D.C. Communications, Inc. 19 Dupont Ave • South Yarmouth,MA 02664 Attention: Mr.Dale Boisvert RE: Communication Tower White's Path,South Yarmouth,MA Dear Mr.Boisvert: In accordance with your request, we have review the results of soil observations and testing conducted by Land Use Technology,Inc.of South Dennis,MA at the referenced project. Land Use Technology has conducted a gradation and moisture-density test on two samples of soil reportedly taken from the foundation soils at Pier 1 and Pier 3 for the communication tower. These materials are classified as a poorly graded sand with silt and a well graded sand with silt as shown on the attached gradation curves prepared from data submitted to us. We have also reviewed the soil boring logs attached in-our geotechnical report dated April 15, 1992. According to an elevation_ survey completed by R.J. al-learn, Surveyor, South Dennis, MA the elevation of the tests and the '? bottom of the excavation for the tower foundation range between elevation 16.3•and 18.6 which is •'- — approximately 16 ft to 20 ft below ground surface. Based upon our review of!she data, it is our opinion that the foundation soils encountered at the bottom of the excavation are as'anticipated in our geotechnical studies. Field density tests were conducted by land Use Technology, Inc. on soils at,the bottom of the excavation. Based upon moisture-density relationships developed by landT7tse, a degree of compaction of 97.6%and 95.1% (based on modified proctor ASTM-i)1557)were'obtained at Pier 1 and Pier 2 respectively, To the extent that these results are representative of the aa(ual conditions at the bottom of the excavation,it is our opinion that the foundation soils are as anticipated for support of the communication tower. Please be advised that compaction testing verifying a degree of compaction of at'least 95% is required for all of the backfill replaced in the excavation for the foundation piers from foundation level to ground surface. Should differing conditions occur during constructi•5n, we should be advised.If you have any questions,please do not hesitate to call, V s truly ours, UP 'ER N & WEBER, INC. Richard P. Weber, P.E. Principal FRX MAIL TEL No .6172350671 Nov 10 .93 12 :28 No .001 P.02 -- . _ . . _ . _ 11116 et.... els s . • • . GRAIN SIZE DISTRIBUTION TEST REPORT „ , . . *t. i I I, , • A • si i Si. , 100 t7 .. I a. V. n : ;.1. ,E _ _ I I I:. t., _ . • ! : 1 ; i - . .. ,. . , • : : : • ; : . i : i , • i • , , i • i i 70 i 1 ! i 1 i 1 • i 1 . 1 - g 1 • 1 : . . , : . 1 • 50 . 1 . • . . : . . • 1 . i 1 30 1 i - I — 11\1 ' 20 1 • i i ^... 0 1 _ : • ; _ _ . 200 100 10.0 1.0 0. 1 0.01 0.001 GRAIN SIZE - mm yes X+75. X GRAVEL % SAND V. SILT I X CLAY o 8 0.0 . 3.5 86.4 10. 1 Fa 9 0.0 8. 1 85.2 6.7 LL PI 005 • D60 1150 D30 D15 1110 Cc Cu o 0.85 0.35 0.27 0. 157 0.0912 . a 1.48 0.57 0.44 0.250 0. 1296- 0.0939 - 1. 17 6. 1 ,.... MATERIAL DESCRIPTION USCS AASHTO o poorly graded-sand with silt SP-6M A well graded sand with silt SW-SM Project No. : E92414 Remarks: Project: Cellular 1 Tower • o Location: By Others Pier 1 . o Locution: By Others Pier 3 Date: Nov 10, 1993 GRAIN SIZE DISTRIBUTION TEST REPORT KUPFERMAN & WEI3ER, INC. Figure No.4 35 Route 134, Swan River Plaza aox Y3f •{ South Dennis, MA 02360 394-1265 COAPUTATION SHEET FOR IN-PLACE DENSITY OF SOIL PER A.S:T.L1.• TEST METHOD D1556 ROJECT CEtLAt alc pit0J61-46W' DATE 11-19 -°fl TEST NO. WEIGHT OF SAND • 3CATION - .12)c.- - 3 INSPECTOR J06//A IN CONE (S) 380 'AND DENSITY (D) ' °I4176 1 /€1" MAX. DRY DENSITY (M.D.D.. ) in.D11b/Ck AT 9i MC AND CONE CALCULATIONS • i) Weigh '3ar plus, sand before test 13.87.a1 1 • 2) • Weigh: jar plus. sand after test gr 3) Calculate weight of sand used 1O a S1 gr.- Q 3 90 gr 5) 4 • gr 1F)i'' Etriter *ei'ght.'(5) 'of'sand in cone (from lab)' - Z.71 Calculate weight of sand in hole © . � 1�L lb/cf 6), Enter sand density (D) .(fig lab) . . O.o2s6S of ?) Calculate volume of hole x .00220] 0..n) .0. °"70 n,1qa 0051 s. SOIL CALCULATIONS - 8) Weigh entire wet sample plus tare S•3o .0.77 • 4 s3 gr • 9) 1 .0'l- gr ,) Enter wei'ght.of tare (written on. side) 3s1 " •- 10) Calculate wet weight of entire sample ® - 09 er1 i.70ISTUR.''. SA:.IPLc: CALCULATIONS • ii) • Weigh small wet sample' and tare 1 .01 a • • • D. L3 gr •. 12) Enter weight of tare o.aL e . tt3) Calculate wet weight of• small sample 31 - 12 sample,. and tare 1 .01 gr [45 ' Weigh scall dry 15) O . '2 gr Enter weight of tare (written on side) 0.78 gr :16) Calculate dry weight of sma sample 14 - p5 10,3 %• 17) Calculate moisture content/ 0 It - ® x 100 • t DENSITY CALCULATIONS �r J t••' " ' •� // -"---.i 's"- rC x 0.220 ,70.-1. : !.,3.1 t3 lb • 18) Calculate dry unit-weight of entire sample + 100�;'i '' :'. sample 18 ':X;�- !`�34'. L. lb/cP '19) Calculate dry density of entireo7 \..v. ...; • Csx 1O0 •:t •;c": . .v:.-;,..:-...100.5 ,�G 20) Calculate per cent compaction (mDD) '(71;;;94"..!..i;47.'; LeBLANC COMMUNICATIONS INC. 77/ S I A 3 12801 NORTH CENTRAL EXPRESSWAY - -'NORTH CENTRAL PLAZA III,SUITE 150 DALLAS,TX 75243 TELEPHONE(214)934-1894•FAX(214)934-1893 gg G 3 \V V/ B lgJr Y V December 21, 1993 V V Mr. Forest White Building Commissioner Yarmouth Town Hall 1146 Main St. - Route 28 South Yarmouth, MA 02664 Re: Mobil One self-supporting tower 32-7 Whites Path, Yarmouth, Mass. Dear Forest This letter will certify that LeBLANCCommunications Inc. has selected Mr. Craig Short, a Registered Professional Engineer in the state of Massachusetts, as a local representative to provide on-site inspection of the foundation installation for the above-referenced project. We feel Mr Short's registration as a professional engineer demonstrates his education, experience and knowledge of the construction industry. We have the utmost confidence in his abilities to provide inspection services to insure the foundation installation proceeds according to our drawings and specifications. Sincerely/ / s . 4% t4j .1°- ,mtlReyes(P~E &1r e ` 1...c`s -'\t. Vice President - Engineering ! � % �, F .�M' yN`fir 1 alNo.ae A MEMBER OF THE LeBLANC COMMUNICATIONS GROUP • ✓ . LeBLANC COMMUNICATIONS INC. 12801 NORTH CENTRAL EXPRESSWAY NORTH CENTRAL PLAZA III,SUITE 150 DALLAS,TX 75243 TELEPHONE(214)934-1894•FAX(214)934-1893 \V V/ BLANC December 21, 1993 V V Mr. Forest White Building Commissioner Yarmouth Town Hall 1146 Main St. - Route 28 South Yarmouth, MA 02664 Re: Mobil One self-supporting tower - Whites Path, Yarmouth, Mass. Dear Forest: This letter will certify that LeBLANC Communications Inc. has selected Mr. Bob Nelson to provide on-site inspection of the tower installation for the above- • referenced project. Mr. Nelson has over 15 years experience with Leblanc in all phases of site development, tower construction, and antenna installation . We have every confidence in his abilities to provide inspection services to insure the tower • installation proceeds according to our drawings and specifications. Should you have any questions or require additional information, please do not hesitate to contact me. • Sincere? , // t . 4111r 414 kF l iZ M,� J-ime Reyes, P.E. #Ir.AI 't;G Vice President - Engineering REYES V S TRucTIwAL y : No.36609 . • _ . . ".1 . . ,.r .. ' :': '. els/OtintKri _. aL A MEMBER OF THE LBBLANC COMMUNICATIONS GROUP • CELLULAR ONE 300' LRT-1.8 SOUTH YARMOUTH, MA • LCI FILE #93-41-090 " • 01A tkU0 R • DO NOT DISMANTLE THIS PACKAGE art \\47 ,.1 12B1ANC • _ 0..-a-tA -6ha- caa_s -/ we/ /---z--z z e.. - at.8 - 0_02y-‘,2 - - -- ---- N n y • JSre . if - „G S t'-C('1, — =1 /X9 'nip MA '0.1 �� �c � , n q Z '6S 7-7S � 39 A o7ea/7 c_i-e�._�'S � / 2a' o °9 Xac "7r O s �� ;:i2....7.-7I, y f.i � J/ // p� C o-.2-CC �77�T��2 ! L I?) _w 9 pr DESIGN SPECIFICATION: EIA-222-E 1991 / /( "' BASIC WIND SPEED: 90 MPH- -- g I 1 r RADIAL ICE: NO ICE. ' h. o d ANTFNNA I OADING INFORMATION O I .„ Y : 12) PD1132 ANTENNAS, (6) P0220 ANTENNAS AND 1 e 3) PD10017 ANTENNAS AT TOP WITH MOUNT w 8 g M on 12)PP0220 ANTENNASAAT2200' WI PLATFORMi' Z o0 \A 3) 6' DIA. DISHES AT 130' ¢ m < m s I\ Saa .- > S .- a . 1 Z J J 1 A V (0 5. Ul „ OI ,n JO = a.t w w 0 LA Z2 " F• . r i p reE II . a > . A3y gi di i y . , s B . s 13 prat Ina <eug i . > a S mils it O yS 6E.1 ) 7iv �z 20 Ill S r - - I t i��,Fkis_ r III7 st RE ES • ' '>">� — - - I TRUCTURAL H No.36600 .. ` 9ger /STEQ'��44" • a ..•a.Y � a SS/ONALENG r .4 TOWFR REACTIONS 6 — , DOWNLOAD: 604 KIPS . fainem SHLIFT EAR LOAD: 55 KITPSS W.I m aI •� I ' • Y - - 0: 4 +i 03 w x w w Ai 2 -' S — a it S _ la 03:..co SSiS 53 .110 0 PST 5151 ry0 � Q51 Sv-o ,/z c/c 44, $$T1 xg 5x51 x FOUNDATION W : d d d Z : 17 d .3 .`j .,{ :1 $1•� +i +3i g 4 .1 2. l • < 0 0 0 W 1` V' S 9 Y J 3 Z 1 1' VI r » ; .i DRAMNC NO. DRAMNG OESCRIP11134 REV. DRAMNC NO. (RARING DESCRIPTION REV. DRAMNG NO. MARINO DESCRIPTION REV. 62 1.681377-DI DESIGN PROFILE 0 1.631377-E29 AMPS PLATFORM HANDRAIL INSTALLATION 0 -D2 DRAWING INDEX 0 -E30 PANEL ANTENNA MOUNT INSTALLATION 0 -03 FIELD SAFETY PROCEDURES 0 -E31 BOGNER & STROBE MOUNT INSTY. _ 0 -E32 AMPS PLAFORM INSTALLATION 0 200' 0 -E33 AMPS PLAFORM INSTALLATION 0 200' 0 1.881377-El ERECTION PROFILE 0 -E34 10' STANDOFF MOUNT 0 250' 0 -EtA SPLICE & SHIM PROFILE 0 -E35 (3) DISH MOUNTS 0 130' 0 -E2 W/G BRIDGE LAYOUT 0 -E36 LIGHTNING ROO EXTENSION ARM 0 -E3 TOWER FOUNDATION INSTALLATION 0 -E37 W/G BRIDGE INSTALLATION 0 -E4 ANCHOR BOLT LAYOUT 0 -E38 EIA GROUNDING INSTALLATION 0 -(5 REBAR LIST/FOUNOATION NOTES 0 -E39 SAFETY CLIMB INSTALLATION 0 -E6 BASE SHOE SECTION NO. 17XS 0 -E7 TOWER SECTION NO. I7XS 0 -E8 TOWER SECTION NO. I6XS 0 -E9 TOWER SECTION NO. 15X5 0 -E10 TOWER SECTION NO. 14X5 0 - -E11 TOWER SECTION NO. 13XS 0 -E12 TOWER SECTION NO. 12X 0 - - -E13 TOWER SECTION NO. MIS 0 • -E14 TOWER SECTION NO. 10H 0 -E15 TOWER SECTION NO. 9H5 • 0 -EIS TOWER SECTION NO. 8H 0 -E17 TOWER SECTION NO. 7% 0 -(18 TOWER SECTION NO. 6X5 0 -E19 TOWER SECTION NO. 5-1.8L5 0 ' -(20 TOWER SECTION NO. 4-1.BL 0 -E21 TOWER SECTION NO. 3-1.51.5 0 -E22 LADDER FOUNDATION INSTALLATION 0 -(23 LADDER SPLICE INSTALLATION 0 -E24 LADDER LAYOUT 0 COP1'NIOIT: OUP ICANPI,RECORD/NW USE AND LEALANC 0,111UNICADONS PC -E25 AMPS PLATFORM 0 TOP 0 .• CSLT.OSVAE I5 friNICEO WITHOUT WRITTEN 0 ' SIOUX Ott,IOWA Oad , 4, CONSENT Ct LABUNO G'ONIAMCAnoNs RK -E26 AMPS PLATFORM FRAMING INSTALLATION 0 `�'�'�all '� 93-41-090 -E27 AMPS PLATFORM FRAMING INSTALLATION 0 o n p Cam' ��� DRAWING INDEX -E28 AMPS PLATFORM GRATING INSTALLATION 0 m o ' CELLULAR ONE Z C 'CI x 1n m At t 300' LRT-1.8 S.S. c'y e° P A' SOUTH YARMOUTH, MA ffA S113S\ 0 10/13/93 %LE ) SCALE DRAWING NO. _ . ISSUE REV. DATE DRAWN BY Wtro`�APP'O NTS1.881377-D2 0 0 • 6 s QN SITE CHFCKLISI 1. CHECK CINPOLE AND GIVE A VISUAL INSPECTION PRIOR TO USE. LOCK FOR DENTS, NICKS, CRACKED WELDS, SEAM SPLITS, ETC. 2. CHECK AND SECURE RIGGING ON WINCHES. CARE SHOULD BE TAKEN IN INSPECTION OF ALL HARDWARE USED. CHECK OPERATIONS ON THE WINCH. 3. EACH INDIVIDUAL TO INSPECT BOTH BODY BELT AND POLE STRAP. ANY POLE STRAP SHOWING WEAR SHOULD BE DISCARDED, AND A NEW ONE ISSUED. 4. EVERYONE IS TO BE ISSUED AND WEAR HARD HATS AND ALL APPROPRIATE PERSONAL SAFETY EQUIPMENT AT ALL TIMES. 5. MAKE SURE THE AREA MOUND THE BOTTOM OF TOWER IS KEPT CLEAR OF ALL STEEL AND EQUIPMENT NOT IN USE. 6. CLIPS ON ALL LOAD ONES AND SECURING THE HEADACHE BALL TO BE CHECKED FOR TIGHTNESS. 7. INSPECT ALL RIGGING AND EQUIPMENT AT START OF PROJECT, _ PRIOR TO LEAVING SITE IN THE EVENING, AND UPON RETURNING - THE NEXT DAY. - f B. PRIOR TO LEAVING SITE AT NICHT, MAKE SURE TEMPORARY 'tl LIGHTING IS IN PLACE AND WORKING PROPERLY, 9. CHECK TO SEE F AU. TOOLS AND EQUIPMENT ARE LOCKED UP % ! AND SECURE. IF A LATE OR COMPOUND IS ON THE SITE, SECUREAOCK AFTER LEAVING. I I' 10. ALL TOWERS SHOULD BE TEMPORARILY GROUNDED DURING ERECTION. THE GROUNDING IS TO INCLUDE ALL BASE(S) , AND ANCHORS COPIRKHT: DOPLKAIKN,RECORDNO.USE AND LaAKC CWIUaCA90KS TNG , aSCL0SuRE 6 PROHIBITED WITH AIT MWITTEN 0 IffpEA�yM F y� ' CONSENT OF LABLANC Caw,ICANONS RIG LDIHx an,„ 93-41-090 FIELD SAFETY PROCEDURES `- CELLULAR ONE 3 0 300' LRT-1.8 S.S, 5a; SOUTH YARMOUTH, MA d`' 0 10/13/93 KLE yU1J SCALE DRAWING NO. rsSUE \�� REY. DATE DRAM BY DRTI NTS I1,881377-D3 I 0 • CJ ANTENNA & STROBE LIGHTNING ROD EXTENSION 0 C MOUNTS /1.681377-314 )1.BBI377-E3$ 1 _ _ AMPS PLATFORM O TOP I e #1.0.377-121 8 )1.881377-125. -E26, -(27, 11 II -E28, -E29, -30 W � J N 1t / 0 w 0 ' n 6 91.821377-EZD 0 0.0 g OS s F > -I 2 % • ..-10' STANDOFF O 250' vl w 0 7 `� I- b 91221377-Eta a�da )1.881377-134 e n 17: w 0 0 i/ Z Cr) wOnln 0 /1281377-E13 g-iF;g{ #1.181377-117 HsuT -e—AMPS PLATFORM 0 200' 1 I'i • 91.881377-E32, -E33 OS goA 91281377-US Oi ♦ 0 3 m 'CCE PROFILE c b /1.881377-EIA u #1.281377-EIS 3 g x o V q kli SAFETY CLIMB \ i /1.86137o 7-139 C /t.881377-Eta .. p • 91.88 & W/G LADDER ASSEMBLY ' )1.881377-E22, -123. A 11.881377-113pan ANTENNA MOUNTS 0 130'7 a /1.881377-135 'V -I /1.881377-112 . . W//G BRIDGE LAYOUT k ASSEMBLY i , )1.881}77-E2, -E37 ei b / 1HOFM4sS I1. 91.821377-771 ` ` -7 . . (T1- RAIMEYES Cym = A 1 I STRUCTURAL ,;, No.36"009 91.201377-EIQ . . 9F E0 e ger 0/8TEQ' \��t, E : .IIIIr S/ONAIE� 91.281377-19 F . . N 3m 84 91.881377-E2 m C . . 11281377-E7 . C • • SELL DNG / rt FOUNDATION REBAR LIST 91.881377-13 /1.881377-ES ANCHOR BOLT ASSEMBLY EIA GROUNDING 91.681377-14 91.881377-138 0 (12]] SPLICE P�. SPO - --. e J Q Q 18) BOLT 1/2 X 2 1/4 A325 24) BOLT 1/2X21/4 A325 - AL', O 2� w 1 - O. _to TF 1: {12l SPLICE PL SP023 = Z op g .- ' ((24 BOLT 1/2 X 2 1/4 A325 _ycc < 2 24 BOLT 5/8 X 2 1/2 A325 \/ to O C] (6) SHIM PL SP038 ♦ I W J -� (((1T)))))) SPLICE PL. 5P025 v O j Y I�- (24) BOLT 5/8 % 3 A325 ♦ g M o_ w o 0 bt Z (Ta BOLT 5/8 % 3 A325 , rn in U n v1 Si {{12) SPLICE PL. g (24) BOLT 5/B X512302.45325 ♦! 7� (24 BOLT 5/8 X 3 *325 1gl Y ((((12 SPLICE PL. 5P026 ' 24 BOLT 58 X 3 A325 (36) BOLT 5/B X 3 A325 . IX 1 c ((12 SPLICE PL. 513027 (36) BOLT 5/8 X 3 1/4 A325 . 1ia T (36) BOLT 5/8 X 3 1/4 A325 c3� m {12) SPLICE PL. SPO25 S G Y g `(36 BOLT 5/6 X 3 1/4 A325 30 BOLT 3/4 X 3 1/4 A325 uu n I M 12 SPLICE PL. 513029 c o 30 BOLT 3/4 X 3 1/2 4325• 30 BOLT 3/4 X 3 1/2 A325( r NI 6) SHIMPL $P03412) SPLICE PL 51303030) BOLT }/4 X 3 3/4 A325(42) BOLT 3/4 X 3 3/4 A325 (121 SPLICE PL 513071 *Odd *� 41q (42) BOLT 3/4 x a *325 Ir OF SS9C 42 BOLT 3/4 X 4 *325 0,! +JAIME sc REYES VA (6) SHIM PL 513041 .. cRUCTURAL (U1 SPLICE PL SPO46 -' �, No.36609 H (42) BOLT 3/4 X 4 1/4 A325 48 BOLT 3/4 X 4 1/4 A325 - lk A. .48) BOLT 3/4 X 4 1/4 A325 ' 48) BOLT 3/4 X 4 1/4 A325 k. A 12) SPLICE PI. 513043 1,„,04 48)) BOLT 3/4 % 4 1/4 A325 (48) BOLT 3/4 X 4 1/4 A325 12) SPLICE PL 513043 . . 48) BOLT 3/4 X 4 1/4 A325 i48) BOLT 3/4 X 4 1/4 A325 lip 12) SPLICE PL 5130431/ • 48) BOLT 3/4 % 4 4 A325 48) BOLT 3/4 X 4 1/4 A325 C.L. • • . 0 • SEE DWG. /1.881377-E37 f/ FIELD CUT TO SUIT / PROPOSED • ABUILDDING AL 41'-8 1 e ii. 5'-0' Mall I'-6 5 18" ni i • • _ COPYRIGHT: DUPLICATION,RECMDNq USE AMD Laic COINUMEAIKNS IBG • COM DISCLOSURE a PROMPTED RIOT WRIT1E11 •oaa Mp COWINT a L.BU.0 CO1I&I CATONS'C. 0 WMX. SIOUX On,OM "�'' z'` T 93-41-090 -^'= n� o c m`n "-- WIG BRIDGE LAYOUT 1 b -+ o K CELLULAR ONE n nC a 300' LRT-1.8 c. SOUTH YARMOUTH, MA a • , 0 10/14/93 KLE EN 4, SCALE DRAMIC ND.REY. DATE DRAWN BY Dara AFRO NTS 1.881377-E2 0 • • • �"). • I1-D' 6'-6' C-6- O1 b E m • I -Er • I ..4„..„_____ b b N. ♦ \ \ D '= =111111=f C — =11 I I , , 111111E 1ITN= ,, b�� j 11- I I .-11 ry 21 4 11ES 1 % N u �I` SPACED AS SHOWN '` 1 ,�"`�, o = II I . (30) 170 BENT VERTS 1D 0 11 ♦ u EOUALLY SPACED L 7In ./, �,\�1 o I IL I I N ♦ t �{ ♦ • (j Y CLEAR (M,)'' •...+ o - E 66) 110 M 16'-6' 1Y-4 3/4 . 1Y-4 3/4 / 0 17) EW - TOP &BOTT 17-0' 34'-9 1/2 , 0 & ELEVATION VIEW MUM" Q �TYPICAI) • COPYRIGHT: DUPLICATION. RECORDING.IISE AND ���� !AUK CW161ACARONS NC. FOUNDATION DESIGN BASED ON SOILS REPORT BY: DISCLOSURE IS PROHIBITED%MOUT WIT EN CONSENT OF LSBLANC COMMUNICATNINS INC. Sioux pr.CMA KUPFERMAN & WEBER, INC. PROJECT NO. E92414, DATE: 4/15/92 WI- E. _ 93-41-090 COMM RR TOWER FOUNDATION NOTES: 5����d CELLULAR ONE I). FOR ANCHOR BOLT LAYOUT SEE DWG. / 1.881377-E4 & n� Za r;2 " 300' LRT 1.8 3). FOR REFIAR UST CONCRETE AND TYPICAL FOR(UNDATICN NOTES SEE 3) FOUNDATIONS 991 D GCU11'01 p. �ESm 5 m 33> 0 SOUTH YARMOUTH, MA. m o ti m D BI-2-93 HADA 11(D3�> SCALE DRAWING NO. ISSUE ZC pn D 4a3' REV. DATE DRAIN BY plRro APP'D NTS 1.881377-E3 0 Sf a' -el? S1135\ C • • • ' ANCHOR BOLT t 1/2- I X 5'-O I / PART NO. A99440-5 I i 1. ; ANCHOR BOLT 1 1/2 0 X 5.-0 PART NO. A994I0-5 1 1/2- I FIATWASHERBASE SHOE WELOMENT 11111...111IIMI anI ANCHOR BOLT TEMPLATE (1/41 it'1' ^` N PART NO. 98004-1 TOP OF CONCRETE • TA- .��n trialgagn •0 o • sig - i .w' . -1. .. o 1 1/2- I A325 NUT (TYP.) • 5� __ Erz0 1i1 mu .:/y - - la ANCHOR BOLT TEMPLATE (5/8-) .•Iw PART NO. 98004-2 .. FIELD NOTE •BASE PLATE MAY BE RAISED TO AVOID ANY INTERFERENCE BETWEEN TOWER DIAGONAL ANGLE AND ANCHOR BOLT. •BASE PLATE MUST BE SUPPORTED BY NON-SHRINK GROUT. 11-43 4 1Y-43 4 34'-91 2 TYPICAL ANCHOR BOLT DETAIL DOPYmDNT: DUPtCAnw. RECORDING.IISE AND PLAN VIEW DISCLOSURE IS PRDNSTED UNCUT 1KITIEN 0 E—B I AALT. L NC IIDIIS,PC { CLNSENT O<L•RLANC COMMUNICATIONS.NC, sow OM IOWA S�1oWtl• _`per, 93-41-090 \q 0 Z y 4 ANCHOR BOLT LAYOUT • a C, w n m_e- 9!ai CELLULAR ONE ,.r, m 1,,a._,00 300' LRT 1.8 - z -P occom c% Ln "D a3 SOUTH YARMOUTH, MA. 2fr S<,' 0 9-2-93 KMM JAWIC SCALE MIASMIC NO. ISSUEFq SI I1ST•N�a REV. DATE DRAM 9Y DWI)APP.D NTS 1.881377-E4 0 c • • 0 _., GENERAL FOUNDATION CONSTRUCTION NOTES BAR LIST FOR REINFORCING STEEL OTY. BAR TOTAL LENOIR TOTAL TYPE BENDIRO DIAGRAM 1). CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. Fifa SIZE OF BAR *EIGHT DNA. "A' 2.) REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITHI ACI STANDARD 318. 90 /10 16'-10 6519/ 15'-3 3. MINIMUM CONCRETE COVER OVER REBAR IS 3". 1. POUR CONCRETE PAD ON UNDISTURBED SOIL. BENT -- 5. BACKFILL SHALL BE SELECTED MATERIAL WELL COMPACTED IN LAYERS NOT EXCEEDING 12'. 6.) BACKFILL SHALL BE PLACED 50 AS 70 PREVENT THE ACCUMULATION Cr WATER 63 /4 1P-10 498/ 3'-6 AROUND THE FOUNDATION. - 7.) EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY L & R COMMUNICATIONS, LIMITED. TIE p1H 135'HOOKSO ALL OTHER MATERIAL TO BE SUPPLIED BY FOUNDATION CONTRACTOR. (73-1- 0. REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615-85. 9. ALL REBAR TO BE GRADE 60 (UNLESS NOTED). 10.) ALL REBAR (HORIZONTAL & VERTICAL) SHALL BE SECURELY WIRE TIED TO PREVENT ET1-1 DISPLACEMENT DURING POURING OF CONCRETE. SiIRaUP 135'HOOKS COLD CONSTRUCTION JOINTS 70 BE THOROUGHLY CLEANED & WETTED PRIOR 70 - - 2 BOTH EROS SECOND POUR. FOUNDATION AND ANCHOR TOLERANCES 1 13 r-e 3/ T- ALL TONFRc STIRRUP 138HOOKS BOTH EROS 1.) CONCRETE DIMENSIONS: PLUS OR MINUS 1' (25mm). 2•-6 2. DEPTH OF FOUNDATION: PLUS 3' (76mm) OR MINUS 0'. 3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE. STRAIGHT . 4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2' INCLUDING CONCRETE COVER. 204 /10 16'-6 14,484/ 5. PROJECTIONS OF EMBEDMENTS: PLUS OR MINUS 1/4" (6mm). 2 /4 4'-3 6/ 6. VERTICAL EMBEDMENTS OUT OF PLUMB: 1.0 DEGREE. SELF-SUPPdtTMO TRII[RS 7.) FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR MINUS 1/16' (2mm) PER 5 FT. (1.5m) OF FACE SPREAD. 8.) MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE OF FOUNDATION: 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2' (51mm). 9.) MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS: 2' (SImm). STANDARD REBAR SIZES&*EIGHTS 10.) ANCHOR BOLT SPACING: PLUS OR MINUS 1/16' (2mm). BAR NO. LBS, PER FT. DIA Np1[S ',MAI ens 11.) ANCHOR BOLT CIRCLE ORIENTATION: PLUS OR MINUS 0.5 DEGREE. 3 ,3755 375 12.) ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/16' (2mm). 4 8676 .500 5 1.043 .625 E]TMrD TOEIFRi 6 1.502 .750 13.) GUY RADIUS: PLUS OR MINUS 3 PERCENT OF TOWER HEIGHT. _ 7 2.643 .875 14. ANCHOR ELEVATION: 3 PERCENT OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. 9 2.670 1.128 IF ELEVATIONS OF ANCHORS VARY BY MORE THAN .3 10 PERCENT, ANCHOR RADIUS IS 9 403 1.128 4303 1.270 TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUY FORCE RESULTANT, CALL L & R ENGINEERING FOR ASSISTANCE IF REQUIRED. COPYRIGIC OUPIJCAn0N,RECORDING*USE ANDLEBLANC CCMIUN1CATONS DTC 15.) ANCHOR ALIGNMENT (PERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1.0 DECREE. 0IS 09NRE 5 PRGIBITED rDNOUT*BITTEN 0 laBIANC sow(CITE IOWA 16. ANCHOR ROD SLOPE: PLUS OR MINUS 1.0 DEGREE. CONSENT OF LNA1LNNe 1xwIANX:AnDHs Nc 17. ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT PLUS OR MINUS 0.25 DECREE. 93-41-090 18. GUY INITIAL TENSION: PLUS OR MINUS 10 PERCENT OF VALUE SPECIFIED ON TOWER ASSEMBLY DRAWING, REBAR LIST/FOUNDATION NOTES 19.) GUY ANCHOR HEAD SIDES VERTICAL PLUS CR MINUS 1 DEGREE. SAM CELLULAR ONE w. COM,yG\ 300' LRT 1.8 4 �• I 9-30-93 ADDED LADDER BASE REBAR EN imp SOUTH YARMOUTH, MA. 5....," �.. o_...---- \ D `----• 9-2-93 KMM SCALE DRANK R0. 5 b co w o M D o REV. DATE DRAM BY Duero APPro NTS 11.881377-E5 11 P 2C4m 1 3 m• `r 2OD 0 ,'"�F3'- aSh F FDI S1L3SnN>, . 0 • • • • FILE NO. 93-4/-090 • 1-9 I I F ) ,, ' , H •• l p. %.6"/ •,,,e. ''i + I SEE PROFILE DWe. FOR SPLICE ♦ •,•,S} • ,Ia ,` „a, or • • ♦ i • • i •55 i i , • • BASE SHOE NELONENT 617-%1 BASE SHOE WELD)ENT 6I7-%1 1-1.a...,....01.."4 i • 121 3/4 X 2 3/4 A323 121 3/4 X 2 3/4 A325-}`t LOX 8 % 1 LBXBXI I l I l • ELEVATION VIEW • r MATERIAL LIST (3) - 11617-X1 BASE SHOE - L 8 X B X 1 11X... 44 1121 - 3/4 X 2 3/A A325 W/M)T l LX 15,3 �(/,17‘s. A CEL.LU LAR .Oat CD ci p 03--..--, �-sA sour( YARM 6 MA = 0 wc)mD o \Z T"P S 73 y m .3- Vi 40 � • L B B NM30TAR015.LDIT® F a 1' • 6, t a`' LRT GOO BASE SHOE INSTALLATION O lit S1135C\ NO. 17X +.1 _'LL . ACCOMMODATES (12) 1 1/2^ 0 A.B. COPYRIGHT DUPLICATION. RECORDING. USE AMO 0 10/ory3 ICL.E. fr..c DI1M0Y 11a ISMS DISCLOSURE IS PROHIBITED WITHOUT WRITTEN - 1.81313/7-EL. p' CONSENT CF L A R COMMUNICATIONS. LIMITED. REV. DATE DRAWN BY C1KTL AIR NTS tea. • • . FILE NO. 93-4/-090 i I • ``�S • 1 +BPs.'' ••,....4.03..4 I-.%Ltd:: tt/: 3`e 1SElflEtMt FOR SPLICE • '•.'. D.PART NAT TOP /1111692, - CD 3/4 X 211A3At' (2) 3/4 X 2 1/4 4325 RI 3/4 X 2 3/4 4325 A x J x �� /�+ .00611.11. L3X3X3gs_g In 3/4 Xzvs 4325 m �.P -9 Ise t s/) 841 DIAGONAL BOLTS8.% J1 J• N m v1 X 2 1/4 4325 ..41 % PLATE fid. 9 677-lO <k til 3/4 X 2 3// 4325 :• n 617-9 l S X 3 1/2 X 3/8 ITTP.I -•, (2) 3/4 X 2 3/4 10 z 4881177-L 1.813/7-1. /ADDER nOUJf 1L 11G213ir 14 W = A32r 14 4 woo-Lo-/ boo-27-16 LADDE4 MWrr¢314731 X /14 -' HORIZONTAL BOLTS 18 4 600-20-/ &00.2014 LADCEX mayor A3 4nil: &I- CI? 13)3/4 X 2 1/4 4325 ,I,.). - +56 III 3/4 X 2 3/4 1"1 8 . PL x17 9 s`• n52t w 16 Assl3 Qotr rg X 134 vii rut I Lew �1 s` ' 15 4 ,Ass2o eolr Cm a '2. w/Nur I Lrw[FW. p ��� A ♦�;� 617-78 14 60 A8313 BOLT, 3/4 X 2 3/4 11/NUT I LEM `�•1 t V� 111 3/4 X 2 3/4 13 $1 AB 321 BOLT. 3/4 X 2 1/4 N/NUT I LKN L 3 X 3 X 38 £325 PLATE , (21 3/4 % 2144325 /� 12 II 6lTTP.I0 Det• 1 SEE PROFILE DUG. 11 12 8617-10 617-10 PL: 3/8 X (0'sjl x - 01191( (2) 3/4 X 2 1/4 4325 10 3 8617-9 617-S PL:3/8 X 13 1/2 X 1-115e, FOR SPLICE 9 3 8617-8 617-8 HORIZONTAL:1. 5 X 3 1/2 X 3/8 1 1 8 12 8617-7 617-76 RED. NORIZONTAU L 3 X 3 X 38 A , 7 6 861.9-6-1 617-6-e RED. DIAGONAU L 33L433111:33,40. 6 6 6866217:7--66 617 5-1 617-5-4 RE0.DI160NAU l 5 3 8617-4 617-41- DIAGONAL'I 5 X 3 1/2 X 3/8 r21 80.75 N/SECTION BELOW 4 3 8617-4 617-4R DIAGONAL:I- 5 X 3 1/2 X 3/B • ELEVATION VIEW 3 3 8617-3 617-31 DIAGONAU L 5 X 3 1/2 X 3/B .yW1 � 2 3 8617-3 617-3R DIAGONAL:L 5 X 3 1/2 X 3/8 C7, .. 1 3 9617-2 617.X2 LEGA L8X 8X 1 `�' adzif' / N0. CTT. DUG. NO. PART NO. DESCRIPTION z ti p a m`-- s LIST OF MATERIAL "' f y mo<� o Z 5 e Ca CO rO 3 l IR WBIMUTIDB.LIRtI® a ° <10 r ao,` _ CCLLU UA K oUE feq tA� - .LRT Loa 7oWEA.SEcrioa-_ S113SC NL2.i7 X3._ -_ SCUT Ya2MOUrr COPYRIGHT,DUPLICATION. RECORDING. USE ANO O Pert 1CLE ,p10 yy SCALE ORMaNG ya SN-1 0/1 Ira. CONSENTDISCLOSURITTEN OFF I. I RISOCI11M 0UNICATIONSTLIMITED. REV. OATS DRAWN BT DC.OnNTS 1.861377—E7 0 C • • • /\ }} I f; �. CLIMBING IADDER A, 1 J 3 • 0 U-_BOLT �••i La (2 3/4 C-C N 1 X 1 1 4 1 1 X 1 x 1 4 b P,-2,-1 I \stes •r._ _ s I 181377-2 L 3 1/2 X 3 1/2 1/4 y 1'-8i 1/4 rl 1) 3/ (2) 3/8 X 1 3/4 A325 w/Nur & LKW 1 ( 8 X 2 A325 W/NUr, LKW, & 1W ' Ar I tips , e !—� 4 Ii • 1 1.i WAVECUIDE UDDER • • U-:•L A9••i _ (2 3/e C-C 3 1 2 X 3 1 2 X 1 4 3 1 2 % 3 1 2 X 1 4 !R- ,-1: S'-0 1/P / .I,- .-1 • SECTION A-A ota ;Tr•'Dl COP1RIGHTIPLICAnaRECORDING,15[ AND DISCLOSURE IS PROMPTEDMw1 MITTEN aNSENT O<LI/BUM CONIINIGAlgN3 INC. LEBIAKC CGNNCAl0 S C ' • ItEllANCri-) 90Uan.KN 93-41-090 ii i Z-N ` IRT 600 SECTION j17XS WA.LAD •` Y a & •wee Tr CELLULAR ONE . 300' LRT-1.8 S.S. S pWOW> m 5 Ci (C SOUTH YARMOUTH, MA. 2FFq '- ,�•4' 0 10/8/93 RAC 1L1A)* Nr ) SCALE DRAWING NO. S . 2 Or 2 ISSUE S113S�� REV. DAIS DRAM BY pat1APP NTS 1.861377-E7 0 • • 1 FILE NO. 93-4I-090 CCS n 3/ 4 *14-- j's SEE PROFILE DWG. I 41%'/- ' ``e FOR SPLICE -'1•44'.•••• - PART NO. AT TOP 44 121 3/4 X 2 4325 .1\ 121 3/4 X 2 1/4 4325 (21 3/{ % 2 3/{ A325 6jB..* ,6• J 7�I 616-7A A 616-74 ^}J�A ,` III 3/4 X 2 3/4 4325 ? , L 3 X 3 X 1/4 x- 8�6- DIAGONAL BOLTSAtj 6 PLATE l.7 4 111 3/4 X 2 3/4 • u 0 3/4 1 2 1/4 1775 6l6-ID ♦J 4325 :Pm B r 616-8 L 5 X 3 1/2 X 3/8 ITTPU om121 3/4 x 2 3/4 20 a.4 " 4325 IS 60 A1035 BOLT. 3/4 X 2 3/4 W/MUT i LKN MdIIIONTAL BOLTSII 57 4200 BOLT. 3/4 x 2 1/4 N/WT i1.114 b) lA 3/4 X 2 IH 4323 4V Ste 6� 18 (A131253/4 X 2 3/4 IT 24 A197 BOLT. 3/4 X 2 WMUT 1 LIN s`64 6.0' `4q 6�4'-S}� 16 14.9 4143 BOLT, 5/B X 1 3/4 N/NUT L 1-KW PL 616-9 ,1 S+ 15 4 4143 BOLT. 5/8 X 1 3/4 N/NUT, LKW 4 F14 b 616-74 14 2 I.e613T7-2 1.81177-2 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 A 6I6-]A v A (Il 3/4 % 2 3/4 13 4 8601-2a-1 4000.20.48 LADDER MOUNTS L 1 1/2 X 3 1/2 X 1/4 L 7 x 3 x 1/4 4725 12 4 9600-20- 400•20-14 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 PLATE (21 3/4 X 2 4325 / 616-10 .A SEE PROFILE DWG. II 12 i 8616-10 616-10 PL: 3/8 X 7 1/16 X 0'-11 7/B R7P3 •51111.\\*. 121 3/4 X 2 1/4 4325 1 FOR SPLICE 10 3 8616-9 616-9 PL:3/8 X 13 1/2 X 1'-B 1/2 9 3 8616-8 616-B HORIZONTAL:t. 5 X 3 1/2 1 3/B 1 I B 12 8616-7 616-74 RED. HORIZONTAL:1. 3 X 3 X 1/4 I I 7 6 8616-6 6I6-6A RED. OIAGONAU L 3 X 3 X 3/9 ( / 6 6 8616-5 616-54 RED. DIAGONALS L 3 X 3 X 3/13 5 3 9616-4 616-4L DIAGONAL:L S X 3 1/2 X 3/B 121 BOLTS N/SECTION BELOW 4 3 9616-4 616-4R DIAGONAL:L 5 X 3 1/2 X 3/8 ELEVATION VIEW 3 3 8616-3 616-3L DIAGONALI L 5 x 3 1/2 X 3/8 2 3 9616-3 616-3R DIAGONAL:L 5 X 3 1/2 X 3/9 1 3 9616-2 616-X2 LEG L S X BX I Zs�' `4 NO. OTT. DWG. NO. PART NO. DESCRIPTION yh•"' dZ� h~_ LIST CF MATERIAL - •7 ,- -4 • n m> V V L aft mum:c T704 LDCTW ,a- m m C m- oT ��YYYYi/ I��NK. i e��m 3 CF' ' LCLq R- S?/�E ` �i �O r co LRT 600 TOWeR SECTION -- 4 SIt3S�d' NO. 16XS%INSIDE LADDER _Soµ H YARMOUTH. MAS COPYRIIR1n . - t "�. RECORDING. USE ANO 0 10/B/R3 K LE jtu) SCALE DRAI@6 1Q. SIT. 16 2 ISSUE DISCLOSURE IS PROHIBITED WITHOUT WRITTEN �,88�577-E6 0 CpCtNT OF L t A COMSUNICATION5. LIMITED. REV. DATE DRAWN BY LM t.4PP'D. NTS tea.. f IP • II r .,r CLIMBING LADDERU-:c-v• (2 3/4' C-C A X 1 X14bT_ , 1 X 1 x 1 4 IT- T-1B w • i 1'-611 l Cn 181377-2 L 3 1/2 X 3 1/2 1/4 (2) 5/8 X 1 3/4 A325 w/NUT & LNW (1) 3/8 X 1 3/4 A325 W/NUT, LIM & FW II 4, 1 I t 1 1 J J j T I 1 1 7 .j 11 WAVECUIDE LADDER • • U-9,L (2 3/4' C-C 31 2X31 2X 1 4 L31/2 X31/2X 1/4 'in- •-1' 3'-0 1/4' 600-20- A - SECTION A-A COPYRIOIT: WR/CATMN, RECORD'S,USE NC ��y+ 1.18111CC MM NCAnQ15 NC. • 1M50.0AM . E 6 PROMOTED UNCUT TOTTEN 11 J WMP414 . SIOUX On,OM,njenilkeft CDMSENT Cr LOVING COYMUMICATIONS NC. s\t' _ 93-41-090 \5" .6 co LRT 600 SECTION /16XS W/I. LAD. a y P c 37 n` i CELLULAR ONE r m m...m a'D 300' IRT-1.8 S.S. a g'R1 SOUTH YARMOUTH, MA. c'21r�0 Fop n- 0 10/ /93 RAC /,') SCALE DROPS Ma SMT. 2 OF 2 Esu REV. DATE DRAM BY bin APPb NTS 1.881377-E8 0 ._ FILE N0. 43-41-0qo 1 y,,, ,C sX • 1 �I• lir ; 0. 1 +IA . ��rA' ` '1 SEE PfiOFILE DWG. FOR SPLICE �'� PART ND. AT TOP (2) 3/4 X 2 3/4 *325 kH A1 121 3/4 X 2 3/4 4325yl0'A A4, A II) 3/4 X 2 1/2 *325 Ile 2. LBP.L 377-co ISITfl411-�5O$2 MOUNT WEldMitiT:!'�v 11At 5-4 J' L 3 X3 X 3/16 B P 25 1.88,371-Le Ltrm-e.PJw06R roar UAnr,4AUrI34illit l/4 ,y•y ( J 6", 24 A53z3 BOLT. 3/4 X 2 3/4 N/NUT &1KW a. N DIAGDNAL BOLTS PLA6 615TE2 +J4. $,q 111 3/4 X 2 3/4 22 It A93'II- BOLT, 3/4 % 2 1/2 N/Nuri LK41 nm 41 3/4%2 1/4 ARS ITYP.1 T8 4323 21 IZ BOLT, 3/4 X 2 1/4 W/NUT, LKW 4 FN mx ' 615-8 L 5 X 3 1/2 X 3/e (21 7/4 X 2 3// AFS'iL1 ow / A323 SI A8321 BOLT, 3/4 X 2 I/1 14/NUT L LCH -+-+ 1111314K IIOR220NTAL BOLTS-/ 1, 18 4 (18$10 BOLT. 5/8 X 2 H/MIT. LKW i(2I FN 21/4*323 NVS/J, eS'i yl l'j (Il 7/4 % 2 a/417 . 13 BOLT. 5/8 X 1 3/4 W/NUT i LEN 6�4i' . 6I3-11 ♦q / } 4325 16 4. 8600-259 600-259L LADDER MOUITt l 5 X 3 1/2 X3/8 yM' 13 (, 8600-259 600-2598 LADDER MOUNT:L 5 X 3 1/2 X 3/8 / ` .� 615-7 14 2 1.881317-5 1.81377-$ LADDER MOUNT:L 3 1/2 % 3 1/2 X 1/4 A � A 1 \�� 111 3/4 % 2 1/2 13 2 8600-20.1 rem-2044 LADDER MOUNT•.L 3 1/2 % 3 1/2 % 1/4 III 3/4 X244325 N/N-L f,D' L 3 X 3 X 3/16 A323 PLATE + 12 2 13600-20-1 600-2048 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 613-12 1� I 11 12 9615-22 615-12 PL:3/8 % 6 1/2 X O'-10 1/4 ITYP3 •5 SEE PROFILE DWG. (II 3/4 X 2 1/2 4325 H/N-L-F , FOR SPLICE 10 3 8615-11 615-11 PL:3/8 X 13 7/8 % 1.-7 7/8 1 UT LADDER MOUNT ANGLEI 9 3 8615-8 615-8 HORIZONTAL:L 5 X 3 1/2 X 3/8 1 I 1 1 8 12 13613-7 613-7 RED. NORI20NTAL:L 3 % 3 % 3/16 III 3/4 X 2 1/4 4323 WN-1.. el 7 6 8615-6 615-6 RED. DIAGONAL:L 3 X 3 X 3/$ 6 6 8615-5 615-5/1 RED. DIAGONA3 X 3 X 3/8 • • U 1.5 3 0615-4 615-4L DIAGONAL: B L 5 X 1 1/2 X 3/ ID 3/4 X 2 1/1 4323 14/N-I-F IAT LADDER MOUNT ANGLE) 121 BOLTS 14/SECTION BELOW 4 3 8615-4 615-4R DIAGONAL:L 5 X 3 1/2 X 3/8 3 3 9615-3 615-3L DIAGONAL:L 5 X 3 1/2 X 3/8 TYPICAL BOLT LENGTHS 2 3 8615-3 615-3R DIAGONAU 1 5 % 3 1/2 X 3/8 ELEVATION VIEW ON Pt. ,615-12 1 3 8615-2 615-X2 LEGT L 8 X8 X 1 NO. OTT. DWG. NO. PART NO. DESCRIPTION LISTOFMATERIAL tp+1M.M Il(Ull � x l IR Wn CC*1IQ .LD41® /"'‘ _SSS CaLULAR ONE _ /boy 0 o �1� LRT 600 TOWER SECTION \a w n R' NO. 15XSW/INSIDE LADDER r m�m5 � SOU YARMOUTH MA r^ m Cn O C°m 3 IS +•..1 M so (XYAR Na >Dlr. 1 OF 2 ISSUE Z 5� Ip Y d COPYRIGHT:DUPLICATION. RECORDING. USE AND 0 p k{3 KLE d'�^'ilJ -,. O r S� SCLOSUF IS PROHIBITED WITHOUT WRITTEN 1.Bb 1377-E9 fEp or) CONSENT OF L I R COMMUNICATIONS. LIMITED. REV. DATE DRAWN BY DC.APPS. NTS 0 �r siii • • i As. Lit 2 % 32X11 istill } I >CJ‘}J c CLIMBING LADDER R : R U-:• F •.1. (2 3/C C-C 4.1 1312X312 % 14 b - r. r- : n 181377-5 1 3 1/2 X 3 1/2 1/4i i 11-611/C Tr: r (2) 5/8 X 1 3/4 A325 W/Nur & LNW (1) 5/8 X 2 A325 W/NUT. LBW, & 1W I ' t. • PLATE sir gelIP611-i2 (tt�.) i1` ` Li i r / WAVEGUIDI UDDER it i�� L5X3123/8 • U-:rl LSX312X3JB 600-2551X (2 3/C C-C 600-259R 1 X 3 1 2 X 1 4 1 2 % 3 1 2 X 1 4 -'L 5'-0 1/C / :1 -. I SECTION A—A CORYRIplE 9UPUCAno.,RECORD'S%USE Aro �-�. L6XANC OVIUNICA110N5 INC. DISCLOSURE IS PROREATED TATHOUT WITIEx n CwSEKT a LfRLARC COMAUNICATIas INC. l ) SIOUX am IOWA --._ , 93-41-090 ,t,ri', <�=... % LRT 600 SECTION j15XS W/LLAD z r;,3 0 ...11 _-- -..-5.1k---- CELLULAR ONE Ir. m o° ~mk- 300' LRT-1.8 S.S. \fiS��0 Orn �a SOUTH YARMOUTH. MA 2Ff r- - ' 0 10/9/93 KLE ILIA)/� SCALE DRANNO Na frit.L W E ISSUE q S1t3Sn�� REV. DATE DRAIN BY UIRt APP'D NTS 1.881377-E9 0 0 FILE NO. 93-AW-090 .�+--- .` J I SEE PROFILE DMS. ��// I' �,.� .`.6 `` _{ Fai SPLICE ! Lfrk, ` JJ1I ( Ido'' q� �i/ ( 1� Jc `` � PART 140. AT TOP h,.pws �0 0 SSbe ��� (x1 3/4 X 2 3/4 4325 / �, ` s/�,� 1Q I IV ,4 (21 3/4 X 2 3/4 A323 All - su-7('' al,4 A �/�� . • p Com' 117 3/1 % 2 In A325 ( 1 + u. i 1.8e1371 681377{1- LIOOEQ MOROI VELDMert L354f t4 s SP ` 23 2. 1.881377•(0 J,81177-la LAOOBR M(XIIJT W8flt1F L4'LX35 R'4 �' �' 24 4g AE.323 BOLT. 3/4 X 2 3/4 W/MIT I LKW 6 PLATE 27 2. 3Z2 BOLT, 3/4 x 2 1/2 N/NUT, LKN i Fu r DIAGONAL BOLTS `_ 614-12 '2\ 111 7/a % 2 /.}A32S �_ AQ N-* 127 3/4 X 2 A323 LTTPJ �/. 22 1� /03322. BOLT. 3/4 X 2 1/2 W/MIT i LKN n m 614-8 L 3 X 3 1/2 % 3/8 21 I9 32.I BOLT. 3/4 X 2 1/4 N/M1T, LKW i Fu u / 121 3/4 X 2 3/4 4323 20 9 ABUT BOLT, 3/4 X 2 1/4 WHUT 4 LKW W m HORIZONTAL BOLTS 19 AS AQ32v BOLT. 3/4 X 2 N/MJT i Lkw 6 3/4 18 4 A862.0 BOLT. 5/8 X 2 N/MIT, LKN i(21 FN 6,/' fD 3/1 %2 I/1 4325 614-11 ell', 6�� (11 3/4 X 2 4323 l7 �1p A8613 BOLT, 5/B % 1 3/4 u/M1T 1 LKN IS (p 8600-257 600-2571- LADDER MOUNT;L 5 X 3 1/2 X 3/8 . _ 15 (p 8600-257 600-257R LADDER MOUNT:L 5 X 3 1/2 X 3/8 A �� A / al..., su-7C- 14 2 1-661377-5 1.8137]-5 LADDER MOUNT:L 3 1/2 x 3 1/2 x 1/4 �, 111 3/4 X 2 1/2 4323 ' �P•`7 L3 l3 IYlt MO 13 2 ({07040.1 4,:04°-4, LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 ' PLATE III 3/4 x 2 A323 u/N-L 12 2 $b:0-20-1 (4m-4aip LADDER MOUNT:L 1 1/2 X 3 1/2 X 1/4 1 614-12 /1aTrr �1�6 '',` '� SEE PROFILE DWG. 11 12 8614-12 614-12 PL: 3/8 X 6 1/2 X O'-9 7/16 1 10 3 8614-11 614-11 PL: 3/8 X 13 5/8 X 1.-6 1/4 UT LADDER MOUNT ANGLE) III 3/4 % 2 in A325 N/Ni-F ` I FOR SPLICE 9 3 B614-8 614-8 HORIZONTAL:I S X 3 1/2 X 3/8 4 \\\\���---aaa t I 6 12 8614-7 611-7(: RED. HORIZONTAL:L 3 % " 3 X 3/16 (11 3/4 X 2 4325 u/N-L I 7 6 8614-6 614-64 RED. DIAGONALS L 3 X 3 X 44 I I - 6 6 8614-5 614-SA RED. DIAGONAL]1 3 X 3 % 04. 5 3 8614-4 614-4L DIAGONAL:L 5 X 3 1/2 X 1/4 11I 3/4 X 2 1/4 4325 W/N-L-F 4 3 8614-4 614-4R OIAGONAL:1 5 % 3 1/2 X 1/4 (AT LADDER MOUNT ANGLE) (2) DOLTS W/SECTION BELOW 3 3 8614-3 614-31- DIAGONAL:L 5 X J 1/2 X 1/4 2 3 8614-3 614-3R DIAGONAL:L 5 X 3 1/2 X 1/4 ELEVATION VIEW TYPICAL L BOLT T12ENGTHS 1 3 8614-2 614-12 LEG 1 8 % 6 % t NO. OTT. 0146. NO. PART NO. DESCRIPTION a______1 LIST OF MATERIAL mty sa ,2, w�— 0 L{A COMXDCune6',LI&t o '' oCD t, CELLULAR CUE -4 m--Im tc o '- LRT 600 TOWER SECTION- i ".F 9m(n a - NO. 14X5W/INSIDE LADDER C, F`0 x-2 p� ' r yT SCALE H YADC TN.�. I W 2 Ism yFfR (\�'r5-4- COPYRIGHT! SCLOGSURE SIS PROHIBITERECORDING.ITHOUWRITTEN USE 0 �i5k/J K1..� "I S113S CONSENT OF L i R COMMUNICATIONS. LIMITED. REV. DATE DRAM! BY CiK44FP'D NTS 1.881377,ELQ_ ____ 0 II • 0 ,,,,,,,,, ,b 47� //:\ Jp b} I TE' CLIMBING IADDER , (2) 3/CLI SU-BOLT /Ag9b55 .., I I b 3 1 2 1 3;_2 X 1 4 I , L 3 1 2 x J 1 I X 1 1 n_ 1_1: n 1 1 181377-5 L 3 1/2 X 3 1/2 1/4 'IIY /•-8I 1/P 5) (2) 5/8 X 1 3/4 A325 W/NUT & W A I I (1) 5/8 X 2 A325 W/NUT, L , & EW VW ' I ; I KW PLATE 3 8' I o° : ° . • 614-12 (TYP.) �,-/ °° 1 1 I • I . I I I 1 L 3 % J 6- 57L/8 WAAECUIDE LADDER L S % 3601o/22/C703 B 6(76 4 M L (2 3/C C-C L 3 1 2 X 3 1 2 X 1 4 L 3 1 2 X 3 1 2 X 1 4 1: 'L 5.-0 1/4' / 1:137 -•• SECTION A-A CDRNKOIT: DUPLICATOR. RECORDING,USE AND p���MM�M f�� Le(tANC COLNBNNCA1104 IC. DISCLOSURE MITTEN 15 PROMPTED TRT ITTEN 1R) scut OTT.VILA • CONSENT OF L*OLANC COMMMICA11015 MC. 411111111141 93-41-090 \1,"' .� LRT 600 SECTION /14X W/I. LAD i y • c n ?t_ CELLULAR ONE rn., m m-m� 0 300' LRT-1.6 S.S. 'F6 aacoM a3 '''"� SOUTH YARMOUTH. MA 'yf. r a1,1" 0 10/9/93 1(LE ]X&40 SGML DRASC N0. SNI. 2 01 2 159A Fq SI,Yt03, ' REV. DATE DRAM!BY CHUM MTV NTS 1.881377-E10 0 di 0 ill FILE NO. 93-41-090 1 1 .0,,,,-- 1 eche. • 11 1 ,t 1' \ , �..erd. II SEE PROFILE DUG. _ �-.L '` ��/A,( �VVV / �.e FOR SPLICE IV-.L 61.7-/UP �b } �' e----- PART NO. AT TOP 77 `z• PART ,�PP 2 \\\ �By, /j�J C W 121 7/1 X 2 1/2 11725 �' ,' •VV AI ¢I 3/4 X 2 1/2 11323 '�7i�L'7� ^ ."r 1 • ®'`A I 3/4 X 2 l/t A3n l:l/211 V23V4 6J� X v s/1 24 L 1881377-6 1B11n(y L400(4.. MDut+T Wan/L3'k-3'/2'I DIAGONAL BOLTS PLA 111 3/4 X 2 1/2 £325 23 L 1861377-TD 181377.44. LADDER,MOUNT Warr 4.31/1A341X %� 121 7/4 % 2 1/1 11723 ` TPJ 2 I"/Cgill 22 24 /{2322 BOLT, 3/4 X 2 1/2 N/NUT,LKN A FN 1 x 613-9 L 5 X 3 % 3/8 21 (PO AR372 BOLT, 3/4 X 2 vz 11/NUT t LKN Gas12) 3/4 X 2 1/Z 4325 20 o x HOR220NTAL BOLTS---"......"---- us, 19 45 A832.1 BOLT. 3/4 X 2 1/4 11/NUT I/KN m 3/4 11 2 1/417 14 A AMC, BOLT, 3/4 X 2 N/MIT &LKW /,1 4, III 3/4 X 2 l/ A325 BOLT. 5/8 X 2 N/M1T, LKN 1 121 FII J 6• B 613-II y� 2 17 4 ,4II3 S/ IS IG AO13 BOLT. 5/8 % 1 3/4 N/M1T 1 LKu• � IS I2 6!Aw-3E. loo-31. LADDER MO NT'L 7 % 3 % 3/13 E-p= ' tA /•���� /4 % 2 1/2 A32514 2. ELM-20-1 4 .24111 LADDER MOUNT:L 3 1/2 X 3 I/2 X 1/4 ,' 1R1V413 Z (36 -2p-1 m1-14-M LADDER MO NTL S 1/2 %-] 1/2 % 1/4 PLDTE111 3/1 % 2 11723 N/N-L 12 2 1,13131]"!7-7 /•131;7)-0 LADDER MOUNT:L 3 1/2 X 3 1/2 % 1/4673-12 , \ITYP.1 I SEE PROFILE DUG. II 12 8613-12 613-12 PO 3/8 X 6 1/4 X O'-8 7/16 (2) 3/1 X 2 1/2 Ain N/N-I-F '1 FOR SPLICE 10 3 8617-11 677-II PU 7/8 % 12 13/16 X 1'-4 1' EAT LADDER MOx1T ANGLE) Ail, 9 12 8613-10 613-1134 RED. HORIZONTAL)L 2 1/2 x 2 1/2 X1/4- , 1/4- I 8 3 8613-9 613-9 HORIZONTAL:L 3 X 3 X 3/8 1 i II) 3/4 X 2 1/4 11723 14/N-L 1 7 6 9613-8 613-8 RED. DIAGONALS L 3 X 3 X 3/16 6 6 8613-7 613-7 RED. DIAGONAL:L 3 X 3 X 3/I6 5 3 8513-6 613-6 DIAGONAL:1_ 4 % 3 % 3/8 (II 3/4 X 2 1/L 4325 14/N-L-F 4 3 8613-5 613-5 OIAGONALt L 4 X 3 X 3/8 UT LADDER MOUNT ANGLE) 121 BOLTS W/SECTION BELOW 3 3 8611-4 613-4 DIAGONAL)L 4 X 3 % 3/9 2 3 8613-3 613-3 DIAGONAL:L 4 X 3 X 3/8 TYPICAL BOLT LENGTHS I 3 8613-X2 613-12 LEU L 8 X 8 X 3/4 ' - - ON PL 4613-12- __ Odd " _12,_ -' TION VIEW NO. QTY. DWG. NO. PART NO. DESCRIPTION ,,7, `NE - — - LIST OF MATERIAL 5 5 ao C c -- IllUll La R W141Dtl�1I06.nitro co'-.. "I i• Vr/ ,;, m m c m z 9 w>Djrt7 a CELLULAR O�IE CRT 600 TOWER SECTION ,c'IFF0 5� NO. 13XSW/INSIDE LADDER Fk S113S�a�� ,/ SOLAT YARMQurn,MA IP COPYRIGHT:OLICATIO. RECORDING. USE ANO 0 pk�43 SLE SCALE I�ORANIN6 N0. 9(T. I W 2 USE DISCLOSURE IS PROHIBITED WITHOUT WRITTEN INTS 1,861311-ESI 0 CONSENT OF L 2 R CI1Xx1NICATIONS. LIMITED. REV. GATE DRAWN BY IDKt. 1119 • • ill t AI+ Ary .wry I CLIMBING UDDER ry� } (2) 3/8V SU-BOLT /A99655 b�Q. (2 3/C C-C) n. ' N 3 1 2 X 3 1 2 X 1 4 v I � n L 3 1 2 X 3 1 2 X 1 4 b (2) 5/6 X 1 3/4 A325 w/Nur & LKW ,\ 1r-6I1/r , 181377-7 L 3 1/2 X 3 1/2 X 1/4 ' / (1) 3/4 X 2 1/2 A325 W/NUT, LKW, & FW I it_,, } (1) 5/ax2A325w/Nur, LKw, & (2) Fw ' T PLATE 3/S ` I ' 613-12 (TYP.� ... i .•e • _ (1) 3/4 X 2 1/2 A325 W/NUT, LKW, & FW— y�l L 3 X 3 X 3/8 1 -' l f i L ) -1 .� I ( r -� 1 (� \I 600-38 (TYP.) - L 3 X 3 X 3/8 WAVEGNDE UDDER 600-36 (TYP. R U-:OL • . (2 3/4' C-C 3 1 2 X 3 1 2 X 1 4 1 X 3 1 2 X 1 4 1:1 -.L ` 5'-0 1/4. , • SECTION A—A sijl S�uM __.CCPYR CHT: wFuu,ON.RECORDING.USE Ago uaeNG CCIAMMCAmNs NC. �O2'a M0N�y DISCLCwsNr051�aIi.a`m'iNeacro°R AnoNs WRITTEN 11 SIOUX an.IOWA C. 0' o 41 a~Vi\ 93-41-090 g y{ 4.1 LRT 600 SECTION 13XS W/I.LAD. s 9 cp9Nrn g CELLULAR ONE C� & , yT° - 300' IRT-1.8 S.S. yFfR S113S�aa SOUTH YARMOUTH, MA 0 10/9/93 Kt" :um SCALE DRANK SO. SIT. 2 OF 2 ISSUE REY. DATE DRAWN BY oKro.APPro NTS 1.881377-E11 0 • •. ill FILE NO. 93-41-o90 t�'/ ,...:are ' I , 11"� �`A. A• ` •e a 'I SEE PROFILE ONG. Jt11111' FOR SPLICE '1,90%/ .../ 121 3/4 X 2 A325 ``�� PART NO. AT TOP O 111 3/4 X 2 1/4 4325 '., 11/NUT I LKN t21 5/8 X 2 1/2 4323 J/ • �4--. 111 314 X 2 1/2 4323 / 21 3/4 X 2 1/2 4323 , FM P N/NIT, LKN l NI A 0 600-33 h A 612-10 L 3 X 3 X 1/4 % 612-ID 111 3/4 X 2 1/4 4723 • 1NI z5 L 1.861377-8 I.s%ln.9L LwODte MdsJT:l froSiLY 14 x n 8,15 DIAGONAL BOLTS 1.° PLATE111 1/1 X 2 1/1 A32323 12 i 8Bt371-8 1A6322 B1111-10 I 0 3/DEP M Xu2 1/2 H/NIT,LEN 8 FN612-1=N W 3/1 X 2 1/4 A723 ITTP.1 22 24 A$322. BOLT, 3/4 X 2 1/2 H/NiT 6 LIN mm 612-9 L 1 % 3 X 3/e 21 69 IAR.52-1 BOLT. 3/4 x 2 1/4 N/NIT X LKN W es N P /- (2) 3/4 % 2 IR A325 20 24 AQ L BOLT, 3/4 X 2 N/NIT 6 LEN -I m HORIZONTAL BOLTS J 19 12 A65Lt BOLT. 3/8 X 2 1/2 N/NUT A LEN J CI vs x z 1/4 Am a s/ A#&1 A6513 I. 2J f31 7/4 % 2 1/4 A323 !8 • BOLT, 3/e x 1 3/4 N/NR, LKN {Ftl FN 8� fi12-li 17 110 ASCIS BOLT. 5/8 X 1 3/4 H/NIT A LKN --- I6 3 8600-34 600-34 LADDER MOLNT:L 3 X 3 X 1/4 B 15 3 860033 600-33 LADDER MOUNT:L 3 X 3 X 1/4 612-10 L 3 X 7 X 1// , 10 111 3/4 X 2 1/4 A325 14 2 8600-201 II0o•E0.14 LADDER MOUNT:L 3 1/2 X 3 1/2 % 1/4 • t 1/21 i 1R 1 VIS 13 2 8600-2O-I 4O•biB LADDER MOUNT:L 3 1/2 % 3 1/2 X 1/4 612-12 i...PLATE 12 2 L881S1 j '1.61577.3 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 ' i 121 3/4 X 2 1325 N/N-L ETV.) %61 ' SEE PROFILE DWG. 11 12 6612-12 612-12 PL: 3/8 X 6 3/16 X 0'-7 11/16 111 3/4 X 2 1/2 A323 W/N-L-F , FOR SPLICE ID 3 8612-II 612-11 PL: 1/B x 13 % l'-3 3/16 1 I 1 9 12 8612-10 612-10 RED. HORIZONTAL:L 2 1/2 X 2 1/2 X 3/16 1 I 111 3/4 % 2 1/4 A323 N/N-L / 8 3 8612-9 612-9 HORIZONTAL:L 4 X 3 X 3/8 1 1 /tI 7 6 8612-8 612-8 RED. DIAGONALS L 3 X 3 X 3/16 C// 6 6 8612-7 612-7 REO. DIAGONAL'L 3 X 3 X 3/16 5 3 8612-6 612-6 DIAGONAL:L 3 1/2 X 3 X 3/8 ' 121 BOLTS 14/SECT/ON BELOW 4 3 8612-3 612-3 DIAGONAL:L 3 1/2 X 3 X 3/8 ELEVATION VIEW 3 3 9612-4 612-4 DIAGONAL:L 3 1/2 X 3 % 3/8 2 3 8612-3 612-3 DIAGONAL:L 3 1/2 X 3 X 3/8 1 3 8612-X2 612-X2 LEG L 8 X B X 3/4 -.� ___ NO. OTT. DWG. NO. PART NO. DESCRIPTION 00 C LIST OF MATERIAL S �j�\ ��p���� 22+� P 2 -r - - IlfU/l 1�l19C L A R IIISLMCAADB.LDOTBI z o CaK.. Z ,VV1�Y `�,L��qQ g rn m C m M - L 600 70WER SECTIdt3 m m c NO. 12X W/INSIDE LADDER M Z vOm>u' a��a y , _ y Sou A _YAQ -1-1 ,_MA -- FR S113P COPYRIGHT:DUPLICATION. RECORDING. USE ANO 0 10111193 KL-.L 1/u1 A'/1 `SC' DIMING NO. miT. 18F 2 ISSUE DISCLOSURE IS PROHIBITED WITHOUT WRITTEN -� O CONSENT OF L I R COMUNICATIONS. LIMITED. REV. DATE DRAWN BY Oct.OPT. NTS 1.581311-612_ • • • I.la t 11 / /1'-6 1/4' / /V-6 1/4' _ I f2)11431/ RABILADDER MARC LADDER 1 2) 3/8 • U-BOLT A99655 ((2L) 3//8 • U-DOLT *99655 .i 2 3/4' C-C) \ (2 3/4' C-C) L 3 1 2 K 3 1 2 K 1 4 I. 3 1 2 x 3 1 2 K 1 4 iD 1 3 / 2 X 3 1 2 x 1 4 I L 3 1 2 x 3 1 2x 1 4 10 600-20-1A 600-20-TB n 600-20-1A I 600-20- 18 n (1) 3/4 X 2 1/2 A325 \ + (1) 3/4 x 2 1/2 A325 1 \ + W/NUT, LKW a FW L •3 1/2 X 3 1/2 X 1/4 1 W/NUT. LKW a FW / i �\ L 3 1/2 X 3 1/2 X 1/4 i 181377-3 1` 1.61377-3 1. i (1) 5/8 X 1 3 4 A325 L�, mKW\ (1) 5/8 X 1 3/4 A325 \ W/NUT, LKW R0) FW I i A\ W/NUT. Lh (2) FW •I -b I� Nc 1 3 1/2 X 3 1/2 X 1/4f� I L 3 1/2 % 3 1/2 % 1/4� L 3 1/2 X 3 1/2 X 1/4 1 L 3 1/2 X 3 1/2 Xt/1 181377-BL 181}77BR 181377-BL I 181377-8R I I • (1) 5/8 X 1 3/4 A325 I.1 (1) 5/8 X 1 3/4 A325 I W/NU % LKW T, LKW W/NUT, I . I 4% ti ...1... WAVECVIDE LADDER(2) 1 .� 3/8 • U-BOLT A99655 4r' • (2 3/4' C-C) ( %1.%. / i 5'-0 1/4' / ‘.�\ , i�f.• S'-o t/P •\ i i .. .% ''''. �/ \� 600-33 % �. j L 3 X 3 X 1/4 �• .......................................,.le �N , % 600-34 j / .- L 3 X 3 X 1/4 J' 'ti SECTION A-A SECTION B-B COPYRIGHT: 6VPLK.A11011. RECORONC.USE AND LEBLANC CWXRACANONS DC. OISCLOSUnE IS PRGIIMIEU M1HWt KITTEN II lea ���w Cb1SENT CC WEAK CO AIUN CAIKNS ND, l�) ILr81NJC SIOUX QTY.ORA 4,,,i°M -11414.4-,v1 93-41-090 o c' 074 23''",', i----% LRT 600 SECTION ft12X W/I.LAD. 1n--I 1 R CELLULAR ONE -9 'Damm a 300 LRT-1.8 S.S. Ci PO aS°' SOUTH YARMOUTH, MA f/7 ��' 0 10/12/93 KLE j) SCALE DRAWNC KO SHT. 2 OF 2 'Sat SLL3S REV. DATE DRAIN BY Da NTS 1.881377-E12 0 '1Til II FILE NO. 93-41-090 1 1 /i C.�� I I I /3444:. I AYt `�3'S'•7 I SEE PROFILE CMG. a,/ (17 5/8 X Z.AILS —. ‘,3. FOR SPLICE ♦Vh W/N-L •• 111 5/8 X 2 4325K,� PART N0. AT TOP WIWI I LKu (e�'UX 134 03 - (4 111 5/8 x 2 1/4 A325 121 3/8 X 2 1/4 4325 ?re` u/NUT. LKR 4 FN . # • 121 5/9 X 2 1/4 4325 + 600-31 ♦Al- - -- - A • A 6i 1-10 L 3 X 3 X 1/4 '/ • , 611-10 I I (11 5/8 X 2 4325 • 6♦♦gyp ♦♦.� �4Z A,14 "'• OIABPIal BOLTS 6 PLATE ,'/ �4 (11 3/8 X 214325 a Z 1.5213"17.8 181117& LA00E12 Mahar IL 3'z432A '4 ' m vB X z Aazs 1TTYP.12 0f a Z. 1.881317-8 IBivta LMDeCt Mouur:L 3'3.x3.it et m• 6ll-9 L 4 X 3 X 1/1 21 12 AflSLI BOLT. 5/9 x 2 1/4 u/HJT. LKW t Xu CD 34 n 1215/8X21/44325 4• ' 120 IABSZI BOL`. 3/8 X 2 1/4 N/MiT 4 LEN J.A NONI20NTAL BOLT9�" 01158X24323 119 S9 IAB-sb BCL`. 5/8 X 2 14/NUT &LKU 5/B X 2 4323 w(N-L 1 , P 18 4 304 . 5/8 X 13/4 u/MUT. LKu A121 F.' e .0. III 3/8 x24A32s pg51'! 6 611-17 4`/ ♦� 0' 17 26 ABSIS BOLT. 5/8 it 1 3/4 u/MUT L LKu • s//, 6♦) /J Ki .00' ♦� -- - - 16 3 9600-32 600-32 LADDER MOUN-t 1 3 X 3 X 1/4 B e74 600-3215 3 9600-31 600-31 LADDER MOUN`:L 3 X 3 X 1/4 ` fill-10 L 3 x 3 X i// ��♦ 61f-10 B 14 2 8 18 600-20-1 6+0.70LADDER ROW:L 3 1/2 X 3 1/2 X 1/4 I (II 5/9 it 2 4723 I RATE 13 2 B600-20-1 04 .44 LADDER nOUN-t L 3 1/2 X 3 1/2 X 1/4 to-t2 I' Ce]S/8 X 1 l// 4323 WIN-L- ` 112 2 11.86477-3 18777-3 LADDER nDu.r:L 3 1/2 it 3 1/2 X 1/4 :iTP3 ,59 %% t SEE PROFILE DUG. M j 11 1 :2 1 B611-12 6:1-12 PL: 3/9 it 5 29/32 X 0'-6 29/32 I (II 5/8 X 2 1/4 4325 U/N-L-F J 'I FOR SPLICE 10 3 8611-11 611-11 PL: 3/8 X 13 9/32 X 1'-2 3/8 I J I 9 12 0611-:0 611-10 RED. HORIZONTAU L 2 1/2 X 2 1/2 X 3/16 1 • 111 5/e X 2483 W/14-1 ,1 8 3 8611-9 611-9 HORIZONTAL:L 4 X 3 X 1/4 I I I 7 6 9611-8 611-84 RED. DIAGONAL+I. 2 1/2 X 2 1/2 X 14 . . 6 6 9611-7 611-74. RED. DIAGONAL:L 2 1/2 X 2 In X 14 5 3 8611-6 611-6 DIAGONAL:L 3 1/2 X 3 X 3/8 LOLIS N/SECTION BELON 4 3 9611-5 611-5 DIAGONAL:L 11/2 X 3 X 3/8 ELEVATION VIEW3 3 9611-4 611-4 11 DIAGONAL:1 3 1/2 X 3 X 3/8 2 3 8611-3 611-3 1 DIAGONAL:L 3 1/2 X 3 X 3/8 1 3 9611-442 611-N2 I LEG:L 8 X I X 5/8 IF=Milib NO. OTT. DUG. NO. PART N0. DESCRIPTION yZ Ka 0, -I LIST OF MATERIAL i [n c Cca o 37 n_ 4" _ I 40 168(n`K L t R Cantl@ATI06.=TED o - • '- m mCm� '� LEL.It�LAR"ON 2 9� `O a co m c°3 LRT 600 TOWER cEfIbN � r y`� NO. 11HS /INSIDE LADDER FfB S113S��� I <OUTM YAP M/IVTN, MA COPYRIGHT+DUPLICATION. RECORDING. USE ANO -0 IDhd ..} KLE lU(.I.t)t. SCALE I DRANIR6 NO. BIT. I O+2 ISSUE DCONSEND OFF LSA R PROHIBITED WITHOUT LIITTEN MITED. REV. DATE DRAWN BY LlK9.:AP1. NTS 1.881377-E.It 0 eta. S • 0 • i CLIMBING LADDER CLIMBING LADOER (2) 0 C)U-BOLT A99655 (2) /3/4' 0 C)U-BOLT A99655 t 1 31231312 % 14 I\ 1 3 1 2 X 3 1 2 X 14 b 1 31211312 % 14 \ L 3 1 2 X 3 1 2 X 1 4 600-20-1A I 600-20-18 n 600-20-1A 600-20-18 (1) 5/8 X 2 1/4 A325 j \ • (1) 5/8 X 2 1/4 A325 L 3 1/2 X 3 1/2 X 1/4 I L 3 1/2 X 3 1/2 X 1/4 W/NUT. U(W & FW / I \. 181377-3 1. in W/NUT, LKW k FW / \ 181377-3 (t 5/8 % 1 3/4 A325 I. I I. (I) 5/8 X 1 3/4 A325 1.. �i. W/NUT. ir LKW & (2) FW i V t -� W/NUT, LKW a (2) FW •II L 3 1/2 X 3 1/2 X 1/4/ I L 3 1/2 x 3 1/2 % 1/4 1 3 1 2 % 3 1 2 % 1 4 j L 3 1/2 X 3 1/2 X 1/4 181377-81 I • 181377-8R 181377-81 j 181377-8R I j • (1) 5/8 X 1 3/4 A325 j % (1) 5/8 % 1 3/4 A325 j W/NUT, LKW j TJ� W/NUT, LKW ( Q, p I I j TJ0 , WAVECUIDE LADDER I d+ � (2) 3/8 0 U-8017 A99655 ••el' i •� (2 3/4' C-C) • �'� • �, • �8 i i �, 4-. i • i �. i �,• 600-31 i �,j i 1 3 % 3 % 1/4 •� - '� % 600-32 �' 'ti a ii l 3 X 3 X 1/4 �•� . • 'ti SECTION A-A SECTION B-B cowman: OWtcAn01. RECORDING,USE AND LEBUNC COWAINICAIONS SIC. DISCLOSURE R PROMPTED.MwT WNIRN CI) IrBUW1C SCA CITY,IOWA E'd 0,15CWr Or WANK RNINICAIIDNs INC. 45 n.:• 6• ; .a 93-41-090 -. c o aat'���- LRT 600 SECTION A11HS W/LLAD y m y<>' o• CELLULAR ONE R^ Dana " 300' LRT-1.8 S.S. type 0> 5a SOUTH YARMOUTH, MA fe, 7a . 0 10/12/93 KLE SCARE DRAWING Na SHE. 2 OF 2 ISM SL13S�N REV. DATE DRAWN BY DIK NTS 1.891377-E13 0 I ITI> • •• •• FILE NO. 44-41-040 1I 1I .�t`�3--- '<3<X 3� 1 SEE PROFILE 066. 1y}- .' XJ I FOR SPLICE �S.' - 111 5/e X 2 A325 -e N/NUT 41.111 PART ND. AT TOP 'I (11 5/8 X 2 1/4 A325 tie11/NUT.LKN &FN ill 5/8 X 2 1/1 £325 '?+;� 21 5/e x 1 3/4 A725I (21 5/8 % 3 1/4 A723 • A �'B 600-29 ,1� A 610-10 L 3 X 3 % 1/4 4, % 610-10 III 5/8 % 2 A325 at , 6, OIA60NAL BOLTS 6d 610TB2 oe (II 5/8 X 2 4323 z3 2. ).S?lj)7-R 1.61]17-b. LAIIUrR MOtIIIT:L i'i.Y3 tY 1/4 em m 3/B z 2 Aaz3 \ (VW.] 7L 181377-9 )STh L 8LAOOLtT%Jjh HOU 'is ,0 X 610-8 L 3 X 3 x 1/4 ` 21 12 ABSZI BOLT. 5/B X 2 1/4 N/WT. LKN 1 FN oar /0-30 121 5/B % 2 I/4 132520 30 ASS2.1 I BOLT. 5/8 x 2 1/4 N/WT l LKN BOLTS13 69 If�E1520: BOLT. 5/8 X 2 N/WT A LKN U23 'A 111 5/8 % 2 *725 IB G A831 BOLT, 3/B X 1 3/4 N/WT. LKN1(21 FN �N 61011 Sj0 6�� 17 40 A8S13 1 BOLT. 5/8 X 13/4 N/WT l LKN 6� - 16 3 8600-30 600-30 LADDER MOUT;L 3 X 3 X 1/4 600-30B 15 3 8600-29 600-29 LADDER MOUNT:I. 3 X 3 X 1/4 L 3 X3X1/4610-10 (11 5/8 X 2 4325 14 2 1 9600-20-1 l6o'-Io-IB LADDER MOUNT:L 3 1/2 X 3 1/2 x 1/4 13 2 3630-20-1 (yp.2rN! LADDER MOUNT:1 3 1/2 X 3 1/2 X 1/4 (21 3/B X 1 3/I A325 12 2 11.68137-3 1.81I77.3! LADDER MOUNT:L 7 1/2 X 3 IR x 1/4 W/WT I LKWSEE PROFILE DWG. 0- ll 121 863. 3 610-121 LA ERx 3 13/18 % 0-6 111 5/9 X2 1/4A325FOR SPLICE 10 3 1 8610-11 610-11 PL: 3/8 X 13 1/4 X 1'-1 1/4 W/WT. LKN I FW I 9 12 8610-10 610-10 RED. HORIZONTAL(L 2 % 2 % 3/16 ( 18 3 8610-9 610-9 HORIZONTAL;L 3 K 3 X 1/4 (II 5/8 X 2 A325 i 1 ( 14/1411T A LKN 1 1 7 6 8610-8 610-8 RED. DIAGONAL:L 2 1/2 X 2 1/2 % 3/16 6 6 8610-7 610-7 RED. DIAGON1Lt I. 2 1/2 % 2 1/2 % 7/16 - 5 3 9610-6 610-6 DIAGONAL;I. 3 I/2 X 3 X 3/8 ELEVATION VIEW Z121 BOLTS N/SECTION BELOW i • 3 8610-5 1 610-5 I DIAGONAL(L 3 1/2 X 3 X 3/8 3 3 8E0-4 610-4 i DIAGONAL:L 3 1/2 X 3 X 3/8 2 3 8610-3 610-3 I OIAGONALt L 3 1/2 X 3 X 3/9 - 1 3 8610-12 610-H2 1 LEG L 8 X 8 X 5/8 - NO. OTT. CNG. NO. PART 440.1 DESCRIPTION Oa ,1M,t0 ' LISTOF MATERIAL ct. 01.1. o a -al OP & 4 L I B OIUCCATI04 LD01® "ri m c m CRT 600 T�AER CTION i� 9� Tn 34. NO. 1OH W/INSIDE LADDER �2 I- dc, Sotr H YARMOUTHM LA FfR SIOSC\ - COPYRIGHT DUPLICATION. RECORDING. USE AW 0 p,ll'I �(� /�' sc.L6 CRANING NO. 94T. I OF 2 Issue DISCLOSURE STIMCOsENT OF LIRCOMMUNICATION . LITED. REV. DATE DRAWN BY C1C.1APPTL MIS I.S13I3/7—E.1+ O • • • V-6 1 4' /1•-6 1/4" !MEMO LADDER py7��7 8 W It-BOLT A99655 2 .3 8 1 U-BOLT A99655 X88. CX314 D-D) / - /j\ 1 3 1 2 % 3 1 2 X 1 1 131 2 X 3 1 2 % l a 109 31 2 % 3 1 2 X 1 4 . 1 3 1 2 X 3 1 2 % 1 4 10 600-20-14 n 600201A (600-20-1B - - 600-20-18 n 1 S 8 % 2 1 4 A325 IA + (1) 5/8 X 2 1/4 A325 / I \ + L 3 1 2 X 3 1 2 X 1 4 1 f L 1377-3 1/2 X 1/4 1 W NUT, LKW & FW / 1` W NUT, LNW k iW \ ti in 181377-3 / 181377-31 S B X 1 3 4 A325 _ ! �J` (1) 5/5 X 1 3/4 A325 1 / W NUT, LKW & 2 FW ,� W/NUT. LKW @ (2) FW b 1 t ,` • L 3 1 2 X 3 1 2 X 1 1 I ` 9 3 1 2 % 3 1 2 X 1 41 ( 1`L 3 1/2 X 3 1/2 % 1/1 l 3 1/2 % 3 1/2 % 1/4 181377-8L / i 181377-8R 181377-8L I 181377-8R ( I. 2 5 8 % 1 3 4 A325 i (2) 5/8 X 1 3/4 A325 / W Nut LKW W/NUT, LKW ,p WAVECU1DE LADDER Y i�•\ (2) 3/8 1 U-BOLT A99655 .o /,% . \ (2 J/4 C-C) 810 ...).%•%. / „h"-.,.........•\ i%. ,� 5'-0 1/4' / \-\ \. \.\ i i \ 600-29 •••.......... % •\• \, \ 600-30 \ i L 3 X 3X 1/4 �.\• '(I SECTION A-A SECTION B-B • �0p>e p,(, - COPYRIGHT: OuvucAnw.MECOROWC.US AID �-. WOK COWIMCAMS IC. DISCLOSURE IS PRall9IED Wn10UT WRITTEN * k�p���y� `5y . \\\\ CMSENT OF LAUNC Ca11A1NCAT%RS WC, l` ') f�l�Rr RlUlf CITY.1711A = y • C�t'�., 93-41-090 .s- -I n �.��t en Ili Tn .'f1. LRT 600 SECTION /10H W/I.LAD. ellieea 13 g m m fig, CELLULAR ONE FB S113S��.aS 300' LRT-1.6 S.S. SOUTH YARMOUTH, MA o 10/12/93 KLE � SCALE [MASK KO. SRT. 2 OF 2 1591E REV. °AlE MANN Er ofl AAPb NTS 1.681377-E14 0 • I FILE NO. 93-41-090 • 4. ( 11 1 1 L IX 1 1 SI:1' C'`kr r/ I SEE PROFILE DWG. X 31 -C 'zit ? / I FOR SPLICE V.'-�' •R PART NO. AT TOP • (II 5/8 % 2 1/2 4325 • (11 5/8 X 2 1/4 A325 s °'9-.T° }ye3111ye li (Il 5/8 X 2 1/4 *325 '5 A A 5. 609-9 609-8 (11 5/B X 2 1/4 A325 ( 13X 3X 1/4 m (11 5/8 X 2 1/4 A325 7n Inx 'R m • + W-A PLATE 609-11 AS j8 — 119 3 Etna. BOLT, 5/8 % 2 1/2 14/NUT &LKW 80 S 111 3/0 x 2 1/4 0.325 A ,A 9. ♦ II'e' BOLT, 5/B % 2 1/4 41/NUT A LKN Zi? Ser %O 17 42 A85L1 }5 IS 33 AESSe BOLT. 5/8 2 2 W/NUT 1 LKW -�NORIZ BOLTS '5X14 -- B 15 4 1AR513 BOLT, 5/8 % 1 3/4 W/NUT, LAW A FW B CO LB % 21323\ 1- 609-10 121 5/8 X 2 1/4 A325 14 1(p $$131 dOLT, 5/9 X I 3/4 11/NUT A LKW • 1 3 X 3 X 1/4 13 4- 9600-20-1 Y{11 LADDER MOUNT:L 3 1/2 X 3 1/2 2 1/4 12 4 8600-20-1 4 -2x-10. LADDER MOUNT L 3 1/2 % 3 1/2 % 1/4 I 18 L `7.1't sa9. SEE PROFILE DWG. w11 2 1.8E1377-4 1.81511-4 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 sent �?# ' FOR SPLICE 10 3 8609-11 609-11 RATE 3/8 X 12 7/16 X 1'-8 7/8 7, j 9 3 8609-10 609-10 HORIZONTAL:L 3 X 3 X 1/4 1 �"T Ji8 1 i 8 3 19609-9 609-9 RED. HORIZONTAL:L 3 X 3 X 1/4 17 3 8609-8 509-8 RED. HORIZONTALI L 3 % 3 X 1/4 1 ALL DIAL. TO PL. BOLTS _6 3 8609-7 609-78 DIAGONAL'L. 3 I/2 % 3 1/2 % 3/8 ARE 121 3/e % 2 1.3255 3 8609-6 609-6B DIAGONAL'I. 3 1/2 X 3 1/2 X 3/B 4 3 8609-5 609-5B DIAGONAL:I. 3 1/2 X 3 1/2 X 3/8 ELEVATION VIEW (11 BOLT N/SECTION BELOW 3 3 8609-4 609-48 DIAGONAL:L 3 1/2 X 3 1/2 X 3/B • 2 6 8609-3 609-38 OIAGONALI L 3 1/2 2 3 1/2 % 3/8 1 3 8609-H2 609-H2 LEG:L 6 % 6 X 5/8 . NO. OTT. DWG. NO. PART NO. DESCRIPTION LIST OF MATERIAL �s<0 x`404,"{ llW// ianc L 1p8 WMMCATIO6 LDO'a _�n7 c C 33 m 5 IFt L cLTO�ER SECTION- -1 ECT: }C -1 a,_,- k- o NO. 9HS W/INSIDE LADDER ,,, T p(_ym , N di A..V . a- phi f 1 SCALE DRAWING Na 311T.1 OF 2 Ind ZC�'4. ,a� CWTRI6Nh DUPLICATION. RECORDING. USE ANO 0 i 0 F 7 CINSENT OF IS PROHIBITED WITHOUT WRITTEN Fq Saw- CONSENT OF l l R COMMUNICATIONS. LIMITI�. REV. DATE DRAWN BY pR9.1APP'0. NTS I.8191317-E1 S 20 wily • • 0 1'-6 1/4' / CI OARING LADDER / /1'-6 1/4 CLIMBING LADDER (2) 3/8 0 U-BOLT A99655 (2) 3/8 • U-BOLT A99655 (2 3/4' C-C) (2 3/4' C-C) 31 2X31 2X 14 1 131 2X312X 14 \ L31/2 % 31/2X1/4 131/2 % 31/2X1/4 600-20-IA / 600-20-1B 10 600-20-IAC. \ 600-20-18 to L31/2 X31/2X1/4 \ L31/2 % 31/2 % 1/4 181377-4 / )A I 1 181377-4 / \ + (1) 5/8 K 1 3/4 A325 A. 4 1) 5/8 X 1 3/4 A325 W NUT, LKW k FW / � \ W NUT, LKW & FW 9 \ (2) s/e X 1 3/4 A325 ` 1� (2) 5/8 X 1 3/4 A325 �� W NUT, LKW W/ NUT, UEW • L 3 1/2 x 3 1/2 x 1/4 l 3 1/2 X 3 1/2 X1/{_ 600-20-1A 600-20-IA . L 3 1/2 X 3 1/2 x 1/4 WAVECUIDE LADDER WAVECUIDE LADDER 600-20-18 (2) 3/8 • U-BOLT A99655 (2j 3/8 0 U-BOLT A99655 (2 3/4' C- )3 (2 3/4 C-C) 1/2 % 3 1/2 X 1/4 L /`j'-0 I/4`. 600-20-1e / 5'-0 1/4' SECTION A-A SECTION B-$ • CORNROW. DIWLICATOA RCCatM %USE ANO L1BLARC COMWANCACCWS NC. DISCLOSURE IS P10461E0 WITHOUT MITTEN nk� SIOUX CITY,IOWA CONSENT K LABIANC CONNIMKATICHS INC. 93-41-090 �� OM yo LRT 600 SECTION 9HS W/I. LAD. 5^ d N CELLULAR ONE o n� o zA, 300' LRT-1.8 SS. > �II�<=`�;'� SOUTH YARMOUTH, MA i 9 °33 y m 0 10/11/93 KLE 3LITAM] SCALE DRAWING NO SNT. 2 OF 2 ISM �'i�`NO r REV. DATE DRAIN 6Y NCO Avob NTS 1.881377-E15 0 r,p S1.13S0 • • -- - .. - FILE N0. 43-41-090 1I �,y, ��Sr.. l SEE PROFILE DWG. - 3.4 ll�� `k i FOR SPLICE i PART ND. AT TOP • 111 5/8 X 2 1/4 A325 1 • III 5/8 X 21/4 A325 epee. Gr'•,M1+, ` III 5/8 X 2 1/4 A325 --- _ 1%M1 — -- A - A 608-8 T• 608-7 Itl 3/8 X 2 A323 m LII 5/8 X 2 1/4 *325 7n Q. ' 111 5/8 X 2 1/4 A323 so m" • I-, 649..J e.s,M1*,1 (II 5/8 X 2 1/4 A325 41 . +M1 A ‘•1 608-5 A 15 14 30 521 BOLT. 5/e % 2 IR W6/1417 S LKN B 13 12 A,Qg$jp 801-7. 5/8 X 2 W/NUT &LXW 12 4 Ag$13 801.1, 5/8 X 1 3/4 11/14117, LKW SFW I SEE 111 5/8 X 2 A325 PROFILE DWG. II I(O ABS13 DOLT. 3/8 X 1 3/4 11/NUT &LXW FOR SPLICE 10 4. B600-20-1 4ao-de-11 LADDER MOUNT:L 3 1/2 X 3 1/2 X 1/4 I 9 4. 8600-20-1 1.e40-z01A LADDER MOUND L 3 1/2 X 3 1/2 X 1/4 1.77r. 1 8 2 1.881177-4 1.8.3774 LADDER MOUND L 3 1/2 X 3 1/2 X 1/4 1 7 3 8608-8 608-8 REO. HORIZONTAL,L 2 I/2 X 2 1/2 X 3/16 I 6 3 8608-7 608-7 RED. HORIZONTAL,1- 2 1/2 X 2 1/2 X 7/16 5 3 8608-6 608-6 RED. HORIZONTAL)L 2 1/2 X 2 1/2 X 3/16 • II/ BOLT W/SECTION BELOW 4 3 8608-5 608-3 RED. HORIZONTAL,L 2 1/2 % 2 1/2 X 3/16 ELEVATION VIEW 3 6 8608-4 608-4 DIAGONAL:1 3 1/2 X 3 1/2 X 1/4 . 2 6 8608-3 608-3 DIAGONAL:L 3 1/2 X 3 1/2 X 1/4 1 3 8608-H2 608-82 LEG L 6 X 6 X 5/8 NO. OTT. DWG. NO. PART NO. DESCRIPTION LIST OF MATERIAL 0%a OM ,Fy t lgft�. L L R concuTID6 LLOTED � -4o n g CRT 600 TOWER SECTION z y •w 0 m a NQ 8H W/INSIDE LADDER m oo co IR Vi o L'ASMGUS214 MA 2 'F 9 fn m 3 �.., //M SCALE OIUlake NO. 6HI. I of 2 issue C,_ ln^ ..'TRI6NTI OIIPLICATION, RECORDING. USE ANI 0 W6d93 XLF 1XJAMnJ DISCLOSURE IS PROHIBITED WITHOUT WRITTEN o1cnlPPa NTS 1-881377.-.EIS 0 • =GENT OF L L R COMSRIICATIONS. LIMITED. REV. DATE DRAWN BY FFA S��a • . • • 1•-6 1 4' CLIMBING LADDER 2 • U_:.•E e•• 5 (2 3/4" C-C) L 3 1/2 1/2 X 1/4 bW- U-IA-1A \ / ` L 3 1/2 X 3 1/2 X 1/4 . b L 3 1/2 X 3 1/2 X 1/4 600- 0-18 1.81377-4 1 `` / I n v. 1 5 8.X 1 3 4 A 'A325 {{ I)f i' \ / 'iww���I�\ iv(2) 5/B XLKW 1 3/4 A325 I 3. NUT• k l 3 1 2 X 3 1 2 X 1 4 j -\ `i\\\ L 3 1 2 X 3 1 2 X 1 4 j \ j jf \'51/4" \ j ' '\ \ IMBINC LADDER j '\' (2 :- /a U-BOLT A9 9655 3/4" C-C) • r • SECTION A-A (TYPICAL LADDER MOUNT ARRANGEMENT) COPYRIGHT. DUPLICATION,RECORDRIC,IISE AND �����LI. LEBIANC C 4WCU1011S INC DISCLOSURE IS PROIOTED MIr TROUT IMITEN \I� WPM y0U%on,IOWA CONSENT OF LARLANC COMMUNICATIONS INC. o , C00%.., 93-41-090 ,r2,4)1..6. r2, --..."?....-:414- .,._ LRT 600 SECTION BH W/ I. LAD. rn. w,-m R-- CELLULAR ONE 1 ft -1 m-�mt' ;i 300' LRT-1.8 S.S. i 9 c'9y^' �3 ` SOUTH YARMOUTH, MA °e FQ Tp- ,-, 0 10/11/93 KLE j SCALE DRAMNO Na SI1T. 2 OF 2 ISSU[ C? cI I-1t1V:cs REV. DATE DRAM BY on APPb NTS 1.881377-E16 0 , _� I • • • 43-41-090 .+, Ter - 11 yes*/ ,p �1 N \IIA,- 45 +i: V-„ ......,, z. *1 PftSr No7PP (i) I'S Xi A3ZS vi/ N-LKN/ s ih214%s_%s.s.s.%%...%..... III 3/8 X 2A323 wM-L 3/8 X 2 A325VIM-L L21/2X21/2 x 3/16 N. �1t4 M.121 BOT,5x214 MI wiN-L III 3/8 % 21E323 w/^� 10 A85Lo BOLT, Sg%/ p{ ABSLO BOLT,5y x A3251`0N-L• a 88513 90LT. 5/e X l A325 W/l,-L-F -l' 15 lb A8513 BcLr, se-1'a a::,w/N-L 4.1 111 3/B % 2�A327 14I 2 9600-25 50045 LADDER MOUNT/l 3 1/2 X 3 X 3/8 6. w/N'(- } l :3 2 9600-23 600-25 LADDER /CUNT:l 3 X 3 X 3/8 010`J God. +SI `' 12 2 8600-24 600-24 LADDER MOUNT/L 5 X 3 X 3/e o ,AO 111 3/e X 2 A323 w!N-Ltu II I 7.881377-10 $p 377-IO LADDER MOUNTS L 3 1/2 X 3 1/2 X }4 a A,S 10 4 B6C0-20-1 YGI6 LADDER MOUNT:L 3 1/2 X 3 1/2 % B i 607 607-3 ir B 3 4 9600-20-1 WO-,20-91, LADDER MEATS l 3 1/2 X 3 1/2 X L 2 1/2 X 2 1/2 5 3/16 9 1 1•881377-9 .61317-9 LADDER MOUNT/L 3 1/2 X 3 1/2 X 7 38607-8 607-9 HORIZONTAL:L 2 1/2 X 2 1/2 X 3/16 S 3 8607-] 607-7 HORIZONTAL:L 2 1/2 X 2 1/2 X 3/16 SEE P4OSPLICELEP-S ONVG 3 3 9607-6 607-6 HORIZONTAL:L 2 1/2 % 2 1/2 X 3/I6— FOR 4 3 35507-5 607-5 HORIZONTAL:L 2 1/2 X 2 1/2 X 3/16 1 S I 3607-4 507-4 DIAGONAL:1_ 3 X 3 X I/A 1 S I 2 1 6 3507-3 ' 607-3 DIAGONAL:1 3 % 3 % 1/4 I 3 L881377-1 1$1371.7 LEG L 5 X 3 x S/B G+{ 40. OTr. CNG. NO. /PART NO.I DESCRIPTION • i .7., lW 111 BOLT W/SECTION BELOW _ LIST OF MATERIAL ,h' � ` ELEVATION VIEW IaBI/�JC I. 1102 L01 Fmw:r sIM 1.4 z N 0m� C^ _ LL ___ ' :'- '1 i;�m m +� LRT 600�TOWER ONE Q S cs m N m S __ — NO. 7X u/INSIDE LADDER cy FO � So.n YARNMour11 ) MA ,-)41.- PROPRIETARY NOTICE rM0 occur a 7N+IOA.7 s 76MRfY MpTiurN:I NON n M py,N pE® Sall Ni %NT. 1 GA 2 lag y F� $1135(�tl emamS 6ruP a l 16 mfA�ATma lmlm I:.: ' OP THE De A.Tm.Neal... a Oran 1�-E � p El/ -P►�+ terra le P TUM flea NCI TIS M.+OO.W'TICS Merl® PVT mef7fl IN tiv+e S61 NTS I.8U1�7�' 0 SI DSL t>met TO VR:AX 4 MATXRIIA. IFY. Nn :iSO0TI01 • • • / /1'-6 1/4" /1'-6 1/4" L 3 1/2 X 3 1/2 X 1/4 60D-20-IA L31/2X 31/2X 1/4 \ \ E.00-20-14 ` CLIMBING BBITA CLIMBING LADDER (2) 3(2 3/e c—c) (2) J/8 It 8C0 c)A99653 ����5 X 3 X 3/8 600-24 C (2 J/4 IT1 5/8 % 1 3/4 A325 b 2 5 8 X 1 3 4 A325 1 3 1 2 % 3 1 2 X 1 4 b 0 L W/ NuT. LKW h FW ` L 3 1 2 % 3 1/2 X 1/4 W U W n ' 600-Io-le -23 / ` L 5 X243 X 3/8 • ` L 3 1/2 % 3 1/2 X 1/4 't L 5 X 3 X 3 8 bUO-T4 ;� 181373-10 .0 15 % 3 % 3 8 1- J12x 12x11 i. 0: a ■BNan T, . 2 5 8 X 1 3 4 A3 5 /Fr ' � /, 1:- U \ U . LKW 2 3 8 X 2 4325 ` J 1/2 X 3 1/2 X 1/4 w U , LKW 500-'f0-1B \ 1 3 1/2 X 3 X 3/8 600-26 USE (2) 5/8 X 1 3/4 A325 ±600:i02 X3 1/2 X 1/4 OSL cpsN, LKW @ FW• -1A 3'-10 1/! \ 3'-10 1/41 i I r I. 3 1/2 X 3 1/2 X 1/4 600-20-1A I L 3 1/2 X 3 1/2 X 1/4 SECTION A-A 600-20-18 SECTION 13-13 CLIMBING UD gDpELR CLIMBING LADDER (2) 3(2 3//8 02' C-C)A99s55 • (2) 3/8 0. 11,-BOLT . 22 / -6) COPYRIGHT. Dwlunw+. REG 0NC.USE ANO .-� LoOLANC WNNNGAXNS PC. .14 DISCLOSURE IS PRDIIBIED WDIWT w11TIIN \ll� Ind SSM A -' ". CONSENT a UMIAK COMMUNICATIONS MND. iSBACnanIOWA=-S'4Lf 93-41-090mDCyj LRT 600 SECTION 7X W/ I. LAD. m k. oT CELLULAR ONE • tnIn ;P to D3 y 300' LRT-1.8 S.S. 0 r ,aS SOUTH YARMOUTH. MA FFR $113S�' 0 10/11/93 KLE JI(W4jr9 SCALE DRAWNC NO. SHT. 2 OF 2 IAUE REV. DATE DRAM BY DUcb Awro NTS 1.881377-E17 0 • . . • MI N1 43-41-090 II (q II Si 0SV�i s. !d3fia3iB 1p PART_1JD AL rre I �, +;:i%=' . -.1 ,1, L. ‘....f.:::,, �. (I)�2 A315`�'/N-L cos, 5/8 x 2 %323 111 5/8 X 2 A325%N M-L 8X2III5/8 X 2 A325w/N-LAA anc m n N In 19 >< Ill 5/8 X 2 4325 18 n / W/N-L — 17 16 4t A8520 BOLT. 5/B X 2 *325 14/14-L. 15 h A3513 BOLT. 5/8 x $34. A325 u/N-L-F _�8Q 111 3/8 X 2 A325 : 14 110 ;A&S13 EOL-4`5 m 134- A315 W/N-L W 6.06. Y1/14-L.- � }Sm, 13 1 8600-22 600-228 LADDER MOUNT:L 3 //2 X 3 X 3/8 •q12 I 8600-22 6n0�0-224 LADDER MOUNT:L 3 1/2 X 3 X 3/8 SNS ❑I 5/8 X 2 A325'11144. II 4- 8600-20-1 ].W4WA UN LADDER MOT:L 3 1/2 X 3 1/2 X 4 T, 10 4- 8600-20-1 7.002o44k LADDER MOUNT:L 3 1/2 X 3 1/2 X 1¢ I B 606-5 B 8 1 ;!16106-71;13141119 418131 314 LADDER MOUNT:L 3 1/2 X 3 1/2 X 14 • L 2 X 2 X 3/16 g8 8606-8 • 7 3 606-8 ORNTAU L 2 % 2 % 3/16 6 3 8606-7 606-7 HORIZONTAL)L 2 X 2 X 3/16 I crC �O1LE 16 3 3 8606-6 606-6 NORIZONTAU L 2 % 2 X 7/16 t IL rag -ICE 4 3 8606-5 606-5 HORIZONTAL:L 2 X 2 X 3/16 1 L 3 6 8606-4 606-48 DIAGONAL:L 3 X 3 X 31(. I T : ; 2 6 8606-3 606-34 DIAGONAL)L 3 X 3 %31Ls — I I 1 3 8606-X2 (x(9-XZ LEG L 5 X 5 X 5/8 NO. OTT. ONS. NO. PART NO. DESCRIPTION �� ...OMM 1'` Ill BOLT N/SECTION BELOLI LIST OF MATERIAL 3 '.. y`+h ''a ELEVATION VIEW L MCOMIXECAIIML EDT MI co conm),.. . CEWILA>; OM E, -- m -�- LRT 600 TOWER SECTION 2 9 o C h m " _ N0. 6XS W/INSIDE LADDER Fawn CE - SouT GMEMou•rM. MA yFFN r- ,,aS PROPRIETARY MOT OF NOTICE:I mama Canes Lra m ni m Gomm GLOOM a nye DOOTAn TIM imp MT a ' A WALE numm,n arc. I OF 2 S113S0 PWTAD To wlmlaTTANT OMITS.Nm TO RINISOE OF Nat ouatmn ODES TT LaCTINR Ni BPATIED p1o193'°"" YLE �°EQ® ✓"� NTS 1,881311--E.1$. C .......=MOE TO OW WI RITEIIALS IEV. DAM CENTIPTI0 hi I • • • 1'-6 1/f CLIMBING LADDER / ,,P-6 1/4' CLIMBING LADDER (2) 3/8 0 U-BOLT A99655 (2) 3/8 0 U-BOLT A99655 (2 3/4' c-c) (2 3/!' C-C) // \ \ \ I. 3 1/2 X 3 1/2 X 1/4 L 3_12/02 % 3 1/2 X 1/4 600-21-1AL 3 L 3 1/2 % 3 1/2 X 1/4 600-20-7A L 3 f/2 % } 1/2 % 1/4 600-20-18 b 600-20-1E1 (p 600-2*3! 3 1/2 X 1/4 ` L 3 1/2 X 3 1/2 X 1/4 C 181777-11 / / \ 1 in {� \ \ 1... I n 1 S B % i 34A325 l� 2 5 8 X 1 } IA32S Pr \ 600-22A 1, L 3 1 2 % 3X38 N- LKW 0151. % 1 t 600-228 1' OSL W -LKW-FW 4' ' 3I/2X3X3/8 • L 3 1/2 X 3 1/2 % 1/1 \ \USE (2) 5/8 X 13/4 A325 3'-10 1/4' 600-20-1A 051. W -LKW-FW 2 58Xt 34A325� 3'-101/4' l } 12X 71 2 % 1 ! W - IND / \.� - �- A ' L i t 2 X 3 1 2 % 1 4 CLIMBING UDDERr G LADDER !1L_ '- : 2 3 8 • U-BOLT A99655 (2) 3/8 0NU-BOLT A99655 (2 3/4' C-C) L 3 1/2 X 3 1/2 X 1/4 (2 3/4' t-C) SECTION A-A 600-20-18 SECTION B-S ,; i • it CCIPIIIIC. - 05a0% : IS PLX; IICN.PROIS1E D MIHGJTq USE I WANG Ct766MCAlI0K5 NC. CONSENT CC LALMIC COMI4MICA1Io.S MG ( 7i earnr SIOUX QTY,IOWA 1IP Lb/ �H. ti \ ' 93-41-090 y o c��=LV-i LRT 600 SECTION 6XS W/ I. LAD CELLULAR ONE - o n1 7.7 3 i 9 300' LRT-1.8 S.S. oxZfL1`0 r aq�+ �Ic SOUTH YARMOUTH. MA fR S113S1�N'- 0 10/11/93 KLE ' 71.7 SCALE DRAWNC No SHT. 2 OF 2 ISM REV. DATE DRAWN BY oifl An NTS 1.81377-18 0 n1' . 0 • • MEMO. 93-4I-Oqo 7+T Iar I I ,, C I . II ,;. . .zr= I IIT Steffi ill SEE PROFILE DUG. FOR SPLICE LI ,et; 'I . FP RT MO, AT.TDP- T,•-' III 5/8 X 134A32S 'IN-L f • / III 5/8 x 2..L. A325 i 11)�x %34 A325 W1µ-L . A 14 %1..ss A 111 5/8 X I 3/4 A325 WM-L n 1805-9 1905-6 .x L 2 % 2 % 3/16 n x nt • J1 • I&1 III 5/8 XI3A_A325N"/ —L 2r Is1 I I ! ill 5/8 X Z A32.5 1♦' I /mss. w/N L SP 13 CO IAAS7 Q BOLT. 5/8 X 2 *325 w/Al—L eD71`� 1?4 IAP.S13 I BOLT 5/8 X 14 •3zs N-L-F g ' a4 ' *s+ 6 I1'St A14<13 BOLT. 5/8 X 1 3/4 A325 14/N-L �3 Cl) 5/8 X 1 3/4 A325W/N-L 10 4 8600-20-1 600-20•IS LAOOER I,Ol1RT L 3 1/2 % 3 1/2 X 1/4 5 a 4 8600-20-1 600-20-1A LADDER MINT L 3 1/2 X 3 1/2 X 1/4 905-7 182 X 8 2 1871- 3 81534 1813114 LADDER MOIXITI L 3 1/2 X 3 1/2 X In L 2 X 2 % 7/16 7 3 81805-8 1805-8 tCRIZOMTALI I. 2 X 2 % 3/IC 6 3 81805-7 1805-7 IIORIZONTALI I. 2 X 2 X 3/16 ' ' SEE PROFILE ONG. FOR SPLICE 5 3 81805-6 1805-6 HORIZONTALI l 2 % 2 X 3/16 ♦ 3 81803-3 1803-5 HORIZONTAL&1. 2 X 2 X 3/16 IklZirr i 3 6 91905-♦ 1805-♦1'. DIA60NALi L 3 X 3 X SIL 2 6 81905-3 1905-3 14 OIA60NALI L 3 X 3 %31(s 1 3 81805-1.2 1805-L2 LE81L 5 X 3 X 3/9 M NO. OTT. DWG. N0. PART I.O. DESCRIPTION 111 BOLT u/SECTION BELOW LIST OF MATERIAL ELEVATION VIEW 6 laUSIC 1.1a ammonia,ono _CELLULAE_ QNE LRT 1.8 TOWER SECTION P;L . NO.5-I.%LS W/INSIDE LADDER ` ��fSour YAZMro1X17AMR 7j� I` COPTRI6NT DOPLICAttdL RECDING. 115E 110 0 p111197I ICLE .7�"'" �- �A �*.ax w 61IT. I OF 2 IW i m 14 -- )CD l OF I. R C.t ICATID.C. LIMITED. REY. DATE Druid 9Y DCt W0. NTS _ 1.561317- E19 _ O y o 5 MEC% �Fk N�S • • • I 1'-6 1 f CLIMBING UDDER 1•-8 1 f CLIMBING UDDER (2) 3/8 • U-BOLT A99855 (2) 3/8 • 4-BOLT A99855 ( (2 3/4" C-C) (2 3/f C-C) L 3 1/2 X 3 1/2 X 1/4 / \ \ �10- AJ 1/2 X 1/4 / 600-20-IA T L 3 1/2 X 3 1/2 X 1/4 l 3 1/2 X 3 1/2 X 1/4 / 600-20-1B b 600- 0-16 b L 3 1��2 X .312/ X 1/4 L 3 1/2 x 3 1/2 X 1/4 /I ` n 181317-34 / 18137 -34 '\ 4 i / \ b 1% n \ \ 1 58X 134 A325 \ 1 58X 134A325 \ \ 1V •KLy � A \ \ _ I \ �� \ • \ 2 58X134A325 �' 1` (2) 5/8KX 1 3/4 A325 p., • 1, W - KW W N- `"\ / ` J•-10 1/f l 3600-2 1/2 X-lA 3 1/2 X 1/4 • \ L 3 1/2 X 3 1/2 X 1/4 ` 31-10 1/4" / 600-10-IA L 3 1/2 X 3 1/2 X 1/4 CLIMBING IMOEN L 3 1/2 X 3 1/2 X 1/4 CLIMBING UDDER 600-20-18 (2) 3/8 • U-BOLT A99655 600-20-IB (2) .3/8 • U-BOLT A99655 - (2 3/4' C-C) • (2 3/4" C-C) SECTION A-A SECTION 0-B 1 COPYRIGHT: DUPLICATION, RECORDING.USE ANU LLMC COMx,1RA50N$NC OrscLPROM TEO MUM WITTEN ANt14 - aNC CONSENT KSLABLANC CONWNICAMINS INC. ll i� SOW CITY,IOWA 1.4 93-41-090 ^+�'oa-.... ='\� LRT 600 SECT. 5-1.8 LS W/ I.L. SC) o Z a _ CELLULAR ONE . = n ccoom>`' • 300' LRT-1.8 S.S. m mcm� SOUTH YARMOUTH, MA Z '9m 07 m .1 0 10/11/93 FIE DL{A scam CRANING NO. SHY. 2 OF 2 NWT C� F0 I- �'� I-raa`�'` REV. DA¢ pies SY ps Appt NTS 1.801377-E19 0 • • • FO.E NO. ":3X I q3-44-010° SEE PROFILE 1x6 FOR SPLICE ---ji 4 - 111 It x Z .m • ,"„ glRf. MO. ar,7oP lea-7 ` . - 4.1) CS* 154MS- L 2x2x 3/16 'v / 111 3 X t 1/2 A323 (TYPICAL) • 111 1/22 X x 1 1 3/4 /4727 • y�,t��`� C7, :,yF 111 sINK. RS. • 1. A (.3x3414 / II A 1804—It—) • % (II 1/2 X 1 3/4 £325 22 n u/MIL LILW 2: 12 42967%,.. yr 79K. =09 1/2 0 80L- a/ •i I.,S. i e /gO 2G 3 Bar fa X 1 7y f2T yy 4uT-LICW . .S 4.„ .` . .` 4- £143 30 x £32 Mu'ULW =.. 1+ ?+ `T l6 1y 4143 SOL'. 7/8 I 1 3/4 •327 N/NUT Cty..� - -A 14' i IT I'L 494 SOL'. 1/2 x l 3/4 4323 11/WT •Lep N. 's N 16 3l) 490 301-. 1/2 x 1 1/2 4327 14/NUT ILILy: li 15 • m' 1. 4- B -Wi-I IJOo-So-In '' &CGt ricLAI.sA14 13 4 g4cc to-I fano-2o-IA LA&&=_z rcui-,:d. 1 x ILK- 12 I MVI IIn-11 1.B13fl-it A II I I.SR137F14 I.BRDI-13 LAO0E9 MCUNTI Olt.4111,1414. ° 610 12r- 5. ' �+/POT•, 9 3 01004-Iv-1 1504-19-k I se.ac re(L x14 +1 �* _9 B 1 �/Q B 7 3 151204-174151204-174 IP14-17-1 NORIZONTAu L 3 1311 1/4 • v 13 x3X14 6 3 91804-7 1804-7 14014I20NT41.1 L 2 x 2 x 3/16 1$04.— l / 15 5 81804-6 1804-6 MASON/4.11. 2 X 2 x 3/16 ` 111 1/2 x 1 3/4 A325 • 6 81804-7 1804-3 OIAGONAu L 2 x 2 x 3/I6 • AWAIT.' `N 3 6 91804-4 1804-4 OIAGONALIL 2 x 2 x 3/16 SEE PROFILE D . FOR SPLICE 2 6 81804-3 1804-3 OIAGONAu L 2 12 x 3/16 I 3 81804-L2 1804-L2 LES: L • x 4 1 3/8 �G C NO. GTT. O.1G. NO. PART NC. OESCRIPTION 1+y ' LIST OF MATERIAL • �oua �Yt• 'Q �r (; L 611 mnFciATm14 Ana oy,�o ctic 317 Y ■ CI) ear N/sEc12011 e¢oN C£LLGL/.1X�JNE a -1 Si• y m a ELEVATION VIEW R -roµ1ER ai *i iP4_$L: P-c8m m m m_ `^ '. I SoL{T!4 YARMOLTh1 M4 i.C►R08N�txnsCATIv+. RECDC. LEE AC 0 to/O/93 KI f qw/?f) SCALE I Pascoe Na pc. I 243111231 t. & R u acs Muni= 11/11C4.17 ° rm. REv. o rE Duw s. o+n..n. TITS L.�BI37aEZO 0 _ .311/4-' - - - • • • r / /1•-6 1/C /1'-6 1/a• CLIMBING LADDER CLIMBING LADDER (2) 3/8 • SU-BOLT A99655 (2) 3/8 • SU-BOLT A99655 (2 we C-C) (2 3/4' C-C) \ L 3 1/2 X 3 1/2 X 1/4 \ L 3 1/2X 3 1/2 X 1/4 +ai ' 600-20-1A 600-20-1A 16003-12/02-113 3 1/2 X 1/4 �A l 3 1/2 X 3 1/2 X 1/4 c b L 3 1/2 X J 1/2 % 1/4 r+ 800-20-18 ^ 0 131/2 X 31/2X 1/4 ,ii,x1/4 I 1.81377-12 ,' �+ 1.81377-13 iJ1` V , I II. WNUT, LKW & FW• �/s `; \--It 1 1 4 /� \ \' il � \ C W NUT, LKW & FW % \ \ if- \ 2 • X 1 4 / 1804-19-1 '\' W NUT. LKW FW X X L3 % 3X 1/4 3'-10 1/4" 600-20-IA W/ NUT,T3/4 LKW & FY/ 25 3'-10 1/4' 600-20-1A L 3 1/2 X 3 1/2 X 1/4 L 3 1/2 X 3 1/2 X 1/4 • 600-20-18 WAVECUIDE (ADDER 600-20-1B WAVEGUIDE LADDER (2) 3/8 ' SECTION A-A (2 3/C CC- A99655-C) SECTION 8-8 . (2) 3/(2•3/CSU-BOLT c--G) e65s j i CI oaa Mot, ..y^,+ t3 (ft-I - COPYRIGHT: DUPLICATION.RECORDING.USE AND Lt&ANC C04YUNCA0011S NC. 0� Z� `_ DISCLOSURE IS PflIS1EO SNOUT W ITIEN '�) SIOUX air,IOIM O U c DO - CONSENT OF LALANC COMMUNICATORS IIIC, a ° COn01➢ m rn"im� 0 93-41-090 % 9 Cj 33°M 3 LRT SECTION 4-1.8L W/ I. LAD. ... 0 r yc, I CELLULAR ONE r 44 Sl(3sc" . 300' LRT-1.8 S.S. SOUTH YARMOUTH, MA "+ 0 10/11/93 KLE twat) SCALE NAMING Na SNI. 2 CC 2 OWE - REV. DATE DRAM!BY CHID APV'D NTS 1.881377—E20 0 • . . . • •Y r. 93-41-090 • • - ^ ' _PART W. AT TDP • 4 m vii o D0 ruaw E11803-7-I A ; a v.- c-o O 1 3 In X 3 In x 1(4 •I' r-e 1/•- ♦ L 3 In X 3 In X 1/? L 2 X 2 X 3/16 G,Oo-.�:/A ` 4o0-2.o-1844 I L 3 In 23 In X 11+ / I 77 . G)8I( tA52.5 181311- 1411U11 M{X 1 3/.+.323.t .J Fwi ' .a% 3tY3'ti14A -1 A • L - 4 / - •'------ _—• -` 4,00-10-IA e boo-zo- Its i2,:.TaP 45%+-7-1 N' a / sA325 '4, L v`"/rt-13.14 (a/5 is 2kr 50 cPR9cs5 N SECTION A-A • RORIZ• Bain'S CT(?) N n (1)5e, 11114 A325 NOTE N 16oj-1-1 . ALL 331.33 10.E 3/8 1 1 3/• O.LESS NOTEC. j to 1 11 3 Lbs,377-r4 1817111• LADDER Moue!' IL /t3 1 l f •0� - 10 4, 8400.70•I /o.�s•n LADDR2 MoLMT)(tn. figs 4 • d1 s b 8400.40-f ja-rn LADD[R Mou1.1T 4342$Sit-04- X 12.. 51803-1-11803-7NORRONTPL 42 X2Xd1(o d IB03,_1 A T 3- SiAoS-5 190'3 OrnseNN44ax3x 14 A jE 846 _ 8..4 A* 14 315 A /t/- W 3 .2.1OI I BT, 3/e 1 Z WRIT NlT I LKH /B • co Baer se X 1'l 11/4-47.5 W/N-L-f C3 03 2 q 01803-• 1ta3-4 01•60•44.4L Sw 3w 14 A. -SO SEE PROFILE owe 1 3. 81803-LS, 1101.4.2. LEG/L 3 1/2 1 3 I•2 X L8 a FOR SPLICES NO. OTY. 0410. M. PART In DESCRIPTION 1 ••�\ !1 'Jr / 11 LIST OF MATERIAL I. L A II 111/440.3.111411 LRCM DT mon �`'^' r --1-1 _\ I I /[If�aLRLI{{77L�1A�� QXmj.a+L Xr nla� n 11 ` a (75 m O m> o I I' BOLT 11/SECTION BELON LRT 1800 TONER SEC ON to '! m oCyra 3 ELEVATION VIEW1t __�ao. 3-1.8LS --Toe SECS ,A yC pe TDD g INOPNIETMT NOTICE! imp em,.a p M NAL!XI I40.6a Xnnm1YTp.NW n IN t N'Y - Y • • y /�F�'a5 lee nan OF IiIII rnitr DC xn�'d Ns maim DC mi °T a 11114 e. An s • .16193 ABLE 34AO rat s.m..► ra Y AWU=Ltu�aT•rAOIA na r.. Sant wrm. NTS 18813'!)-EZ1 0 • •I • 4'-9 7 16" REF. ONLY TO t OF FOUNDATION PIER (1/2' X 3 3/4' HILT] MK BOLT A (2) REQUIREDD00056) (1) /3 TIE bF is / I\\ b =CM=II r =II _ II _ , II .... ...... 2 1 1 1 20 13-O, I I I I I A b (2) /4 REBAR X 4'-Y 14 3 I 1 I w 1 I I e• MINIMUM pI sy u_ m J L POST HOLE (TYP.) • (2) UDDER BASE ANGLES #41.5..- 4 . 5 .E N A-A /600-31 y4.4' d 77-t---Iles STARTER LADDER SECTION FOUNDATION AT SANE ELEVATION �q r n� Oma Vtr (1) 13 TIE rii a` kLmm 3 Li . ppm j FQ y c, "4(4 S113S�� 10� LLL n' n 1 JJ • n l—'{F_i.,,777„ art -1](-111T—I11T—' �r'rr]'-� I I I�—T111= TOWER —"�m, ] 11 I—I 1�I I I—I I FOUNDATION 1'- 3 3 -i I1"-1�T=1 1=111 PIER Z I 1 COPYRIGHT: DUPLICATION.RECORDING.USE AND LE&ANC CQMICA ORS It. 2 V Eo MINIMUM DISCLOSURE HIN E IS PROHIBITED THOUT WITTEN 41/� + 9011%OTU'.MMA 'r R CONSENT OF LIBLANC CONN NICATONS INC. 1 I POST HOLE VI 1 93-41-090 CD I I LADDER BASE FOUNDATION • �� __ CELLULAR ONE L____A7 300' LRT-1.8 S.S. SOUTH YARMOUTH, MA f1 NATION VIFyi 0 ]0/13/93 Kit MJ) SCALE DRARNO NO. ISSUE REV. DATE DRAM BY pI1(roF'APTT o NTS 1.881377-E22 0 • • • (15 — LOCATIONS) (13—LOCATIONS) LADDER /600-39A WAVEGUIDE LADDER SPLICE PLATE 600-82 4 B X 1 1 4 W NU do LKW SPLICE PLATE , 600-82 4 3 8 X 1 1 4 W NUT . LKW LADDER /600-39A WAVECUIDE LADDER TYPICAL SPLICE DETAIL STARTER LADDER /600-39E I STARTER LADDER /600-39E 3/8 0 SU-BOLT 3/8 0 SU-BOLT 3/8 0 SU-BOLT /A99655 /A99655 /A99655 I L6X4 % 3/8 L6X4X3/8 L6X4X3/8 ` /600-51 /600-51 #600-51 W HILTI 12-334 KWIK BOLT GRADE 111111111/2 0 X 3 3/4 /5500056 FRONT VIEW SIDE VIEW LADDER BASE INSTALLATION ..- COPYRIGHT. DINLICADEN,RECEROMQ USE ALIO CW WPC NNCAlNl1S HC DISCLOSURE 6 PMWRREO IMNIOUT WGTTEN CONSENT OF WONG CONNUHCAOO S IC. l +..-� C sOJX On,IOWA 4, 4;6� �, 93-41-090 s rv�{ ��� INSIDE CLIMB & W/G LADDERS mp ffi ; CELLULAR ONE cF a _ 300' LRT-1.8 S.S. /yF0 51130 SOUTH YARMOUTH, MA 0 10/15/93 KLE ]X.u� SCALE DRAWING NO. ISSUE REV. GATE ORAMN BY Laav,Aoro NTS 1.881377-E23 0 • • +PUCE PLATES /600-82 (U.N.O.) SPLICE PLATES /600-82-5 ..ER 10G. ANGLES - / •EE DWG. 1.881377-E23 / EE SECTION DWG. (TYP.) lir- _ -_ _—-Siti 1 i I \ / I \ /r (1) W/G INGIADDER�.81377 339-2 All1 \ / 1 \ / 1) CLIMBING LADDER /600'39'1 '� (1) W/G LADDER 1.81377-32 16XS, 15X5, 14X5, 13X5. SECTION 5-1.813 SECTIONS: 12X. 11145. 1014, 914$. 814. lx. 6X5, t12 CLIMBING LADDER 1600-39A 10� / LADDER1.81377 GR7351(3'-10' WIDE W/G LADDER 2) W ) - FOR BASE LADDER SECTION, SEE DWG. 1.881377-E22 COMBING LADDER (TYP.) WAVEGUIDE LADDER (TYP.) 1 ; 1 r r r wad c_ / \ / \ / \ I/ 1 \I/ I\I/ SECTION 4-1.8L - SECTION 3-1.815 ' 1600-39A 1 CLIMBING UDDER /600-394 (1) CLIMBING LADDER1) W/G UDDER 1.81377-35 (1) W/G LADDER 1.813 77-35 COPYRXNT: DUPLICATION,RECORDMq USE ANO ��y LIBIANC CDWXMKAlIp15 IC 06CLC5URE IS PROHIBITED NITNOIIT'WRITTEN MX CM%RMA NOTE: CONSENT K L.RLANC COMIAMICAIIONS NG THERE3'-1C I S EO" SPLICE BETWEEN AND 93-41-090 THE 5' WIDE DE WAV G UDDER alarritik THE s-a' WIDE WAVECUIDE LADD - INSIDE CLIMB k W/G LAD. ASSY. (TOPAT HOFE 25ECTION 00' ELEVATION BH N ,as Yj witlas CELLULAR ONE . 13 .C al 300' LRT-1.8 S.S. In Coo SOUTH YARMOUTH, MA Z " o c y m ; 0 10/18/93 XLE "IVA) SCALE DRAWING N0. 691E � j- \$44-‘,•,.......„....a- (I)W a d4 BEY. DATE MANN BY w b 4PPD NTS 1.881377-E24 0 - ff q 5113S0‘ 1 Via', IIII • (4) 5/8 • % 1 3/4 A325 ' 600-315-10 600-315-11A W/ N-LKW-FW 600-315-4� I. (9-PLACES)-3 - .00-315-1 • I. 6 (PLACE AS NEEDED) .• I :\ Cr I I- -- C i I ' .! (2) 800 ESi5-13A 32 ti I� 4 S/8 • % 1 3/I A32S 1 �'1' W NDr 1_ 111D El or-i=rAs :1" 0 771Al 8 . Air 988888888E iimm=wwwwwwwwwimma � 9999 u 600-315-30 600-315-20 600-315-28 fl FVATION VIEW eoCLOSUR. DIA°LK:HEATE RECORDING.use AND ,lame LE0.Ag0 CDINUNICADOK6 NC DISCLOSURE IS P9DI.BITED wmwT WIITTEN CONSENT Cc L.BLANC COMMUNICATIONS INC. LWM on.CIA 93-41-090 a COM AMPS PLATFORM 0 TOP t` dZ1,t CELLULAR ONE _ o o cmc_- 300' LRT-1.8 S.S. - \ .. ay<M oT _ tt tac a.. SOUTH YARMOUTH, MA - y 9 m ��p� N m i 0 10/13/93 KLE go I/m SCALE DRAWING NO. ISSUE \�'i `co 3c�-' REV.- DATE DRAWN BY met Ant NTS 1.881377-E25 0 I-eSV\A • • • 1 N 3-PLACES) 6_ 403/81% 103/4 AJ25 J -PLACES) (3) PIPE 2 3/8 O.D. (SCH. 80) X 17'-7 .....N.%)•\,.....%... ((2) 5/815-33 W' N-LKW E �� W/ (2) RU-BOLT 5/8 X .3 1/4 C/C A99610 (2) 5/8 X 1 3/4 A325 f %i1�� y W3-PLACES) �s sem,. A325 ;TRU BRACE \Iiri / \ W/ (2) BOLT 5/8 x 2 A325 W/ NUT & LKW STIFFA 7 BRACKET �\:i' �i /\ /1.81377-27 ` / `�'` /` S) I 0-3 5 /600-315-3B 300-315) �/_\ //�� 600-J13-28 / S3-PLACES) T 4 A325 N5/LKW BEVEL WASHER EA (209/81% 22A323 44449630 SU-BOLT 5/8 X 4 7/8 C/C�r -/ W/ N-LKW u 3-PLACES EACH) 3-PLACES EACH) 600-315-9L 600-315-9R 2) 5/8 x 1 3/4 A325 2� x I 3/4 A325 / N-LKW FA N-LKW EA. \ (3 - PLACES Ir 800-315-4 8) 5/8 % 1 3/4 N25 ill N-LKW EA W/ (2) RU-BOLT 5/8 X 3 1/4 C/C A99610–7 L 4'-4' STANDOFF 40UM–A7COPYRIGHT. OUPLIGTIDR.RECOROaO.USE AND O LEBLANC COINIA71CA1W115 INC r�� DISCLOSURE IS PROHIDITE0 UmWT WRITTEN "COX WY.IOWA/1.81377-26 COKSENr OF WOLANC COKMUNCAIIDKs NO. 93-41-090 AMPS PLATFORM FRAMING CELLULAR ONE .,jaat. �`" SE _ 300 LRT-1.8 S.S. 1_ ti`' � CTION 'A-A SOUTH YARMOUTH, MA a ``t 0 10/13 /93 KLE SCALE DRANK HO. ISSUE ' 3 REV. DATE DRAW By caro NTS 1.861377-E26 0 zciyl'otaa5 • • • -PLACES) �� (3) PIPE 2 3/8 O.D. (SCH. 80) X IT-0" \811,41111\119 (]2) 5/8 5-332X 1 3/4 4325 '�/r W/ (2) RU-BOLT 5/8 X 3 1/4 C/C 1.99810 V/a' \� �� w �KW sEA. �23 • #1.FFARM BRACE \/r/(2)7BOLT 5/8 X 2 A325W/ NUT & LKWSTIFF3RM BRACKETi i/1.81377-27 1(3-PLACES) /\ /` 1600-J15-38 (SS3-PLACES) \ / �� (pY6))00-315-28 �i (/3-PLACES) 1V/ N/0 BEVEL 4 WASHER EA. (205/81X 221.325 S�SU-BOLT 0 OLT 5/8 X 4 7/8 C/C`- -/ W/ N-LKW LA. 3-PLACES EACH) 3-PLACES EACH) 00-315-9L yr -9R 600-315 J8) 154/Th 1E04.3/4 A325 1-PLACES N-LL19A3/+ 1.325 r 3 - PLACES 1.81377-29 +) 5/8 7t 1 3/+ 1.325 / N-LKW EA w/ (2) RU-BOLT 5/8 X 3 1/4 c/c A99610 L +•-+' STANDOFF MOUNT—Z.1f CCPYRK]IT. aPLICATION. RECORDING,USE no Ir DISCLOSURE IS PRa.BITE0 wUCUT WITIEN 0'�i�p�-�,�ySPw�;ARM CW8►BCAlI0N5116 11.81377-26 CONSENT Or U&NIC COMIAMICADa1S PIG G1A7wP SIOUX OTT IOWA 93-41-090 5'°aa 2'�' CELLULAR ONE PLATFORMLOM,4 AMPS ® F TAMING ` o n� p c .�1 300' LRT-1.8 S.S. z n m SECTION �A1-A1' 2 m m� SOUTH YARMOUTH, MA yc m�F 0 7o corn .n 1 0 10/13/93 KLE QWA� ) SCALE DRA.1G NO. ISSUE in. 0 Dr S REY. DALE DRAMNt1Y APPn NTS 1.881377—E2), 0 S113Sn • • • • 1600-315-1BL /600-315-17A 1600-315-18R i • • .-1A • ORATING CLIP GO-IA (81-RE0'0.) /600-315-16R : •����b• : /600-315-181 \ .��, /• •• • • \ i / • . /600-315-17A • \ ! / • • • • 'sit� • • •/ /600-315-17A /600-315-181 J /600-315-1 BR r CORN1041: PLICATION,RECORDING,USE ANO • LEMACCOIAANCAIIQIS IC IS DISCLOSURE 6 TMONDITE•%MOOT WRITTEN laBI C SIOUX DI1Y.IOWA CONSENT OF WRUNG CONIAUNICADON5 INC. 93-41-090 ,,pa• SECTION 'B-B" AMPS PLATFORM (GRATING) A,, , y �t_�:_,,. noNs) CELLULAR ONE i n P&7a�'�1 300' LRT-1.8 S.S. e y 0,�Ina T m m {mi o u�, SOUTH YARMOUTH, MA ctI# 9ID a CO m i 0 10/13/93 NLE R�'1'� SCALE CRANING NO. ISSLf �yRlv. GATE ORAWN•Y CIRfoARPb NTS 1.881377-E28 0 • • • • e to • / ANTENNA MOUNTING PIPE (IFREO,D.) 0071 -SCH. 31 405-19 PIPE 2 3/6 O.D.O. X T-D• / / (3 PIACES) i$ 600-315-1 IA 0 TOP RAILING . (3 PLACES) /600-315-12A 0 MID RAILING S3 PLACES) 600-315-10 CGPYRg1T PUCARECORDINGRECORDING. AN USE D , LdANC EOWUAGT10115 LIG. DISQTS MONIN OSURE TS PRTED WMIN T TIER WOW CONSENT CE WREAK NC. SRsap my,ZONA ON n`��*» 93-41-090 ....to —.-.A.e -,� d m � TIBN - AMPS PLATFORM (HAND-RAIL) 5 0 z� "� CELLULAR ONE -moi mo<D o 300' LRT-1.8 S.S. i 9 'D�m i • SOUTH YARMOUTH, MA C/ FO Aa O 10/I3/97 KLE SCALE DRAWING NO. RM F. qOa REV. DATE DRAWN BY DNt APAPVD NTS 1.881377-E29 0 J1.JJ? • • • .> ,. G.� T I I I 2' STANDOFF MOUNT 11.81377-25 W/ (2) SU-BOLT /A99630 PIPE 2 3/8 0.0 (SCH.40) X 13'-C W/ (2) U-BOLT 5/8 X 2 3/4 C/C A99610 . SECTION "0-0" (2 LOCATIONS) y=" COPYRIGHT: OIPUCAUON,RECOROINC,USE AND LE6IANC COIWIMCA104 PC DISCLOSURE IS PROH91E0 RTMOUT tRI11EM ur .. . to Q`ON CORSERI CC WREAK COI*R11.CAT IS INC. �mh s JX CTT.CIA ... as m ---.. A 93-41-090 a y pcaT- `rte _ ANTENNA MOUNTS (P01132) m m a m o CELLULAR ONE Z 9 O aSOj Q1 a3 300' LRT-1.8 S.S. c�yE�Q oa�y SOUTH YARMOUTH, MA S113S�� 0 10/13/03 Kis F.1/4140,1) SCAM ORAwN4 NO. ISSUE REV. DATE DRAIN By uses Awes NTS 1.801377-E30 0 of • • • ONS6MR12 ANTENNA BO (4) BOLT 3/4 X 3 1/4 A325 (4) BOLT 5/8 X 2 A325 ' W/ N-LKW WI N-LKW BOGNER ANTENNA MOUNT — • STROBE MOUNT /1.81377-30 � � f600-353 SPLICE PLATE fSP020-1 SPLICE PLATE fSPO20-1 WI (6) BOLT 1/2 X 1 3/4 A325 I I W/ (6) BOLT 1/2 X 1 3/4 A325 W/ N-LKW I I W/ N-LKW • Ua E1 O COPYRIGHT: DUPLICATION,RECORaNG,USE No L,dNNC COIBIIR7CA1KN5 NC ��� �y DISCLOSURE IS PROHIBITED WT110UT T4Dr1EN � C SIOUX CITY„IOWA 5 �aZ \�� CONSENT 6 LeBLANC CERN/MACARONIS NG • zco • ym- `JD `---r— 93-41-090 r^ m m c m m BOGNER & STROBE MOUNT INST. 2C 9F c'>ti it CELLULAR ONE 300' LRT—t.8 S.S. /yFFB S113S�s,.� SOUTH YARMOUTH, MA 0 10/19/93 KLE ( SCALE DRAWING N0. I lE REv. DATE DRAIN BY Deo.vo NTS 1.881377—E31 0 i • • (IS) 5/8 X I 3/4 A325 0 (9) 5/8 x 2 A325 O V m Ni 0 E---1-441 I. —°---All-±-5 (18) 5/8 x 2 A323 A his IW,Idusr—....4 ■miii OJ (z!) 5/e x z A32smilrare' (24) S/8 % 21/fA325 © 1• (9) RU-BO /!I 0 / A99610 W/N-L-F Li i x 2 A323 AMPS PLATFORM ELEVATION VIEW Min ill. O \ \.\ O13 24 AB521 BOLT 5/8 X 2 1/4 A325 W/NUTLKW O .\ 14 6 A99610 RU-BOLT ASSEMBLY: 5/8 X 3 1/4 13 24 AB513 BOLT 5/8 X 1 3/4 A325 W/NUT-LKW '\ / 12 54 A8520 BOLT 5/8 X 2 A325 W/NUT-LKW \_I�/` 9 3 PIPE 2 3/B O.D. (SCH ND40) A T-0 10 12 1.861377-24 181377-24 HANDRAIL BRACING ANGLE: © 9 6 1.881377-23 181377-23 PLATFORM VERTICAL HANDRAIL ANGLE: B 3 1.881377-22 181377-22 PLATFORM MID HANDRAIL ANGLE: 7 3 1.861377-21 181371-21 PLATFORM TOP HANDRAIL ANGLE: O O 0 6 3 1.881377-20 181377-20 FLOOR GRATING 5 3 1.881377-19 181377-19 GRATING BRACE ANGLE: 4 3 1.881377-18 181377-18 CORNER POST WELOMENT 3 3 1.881377-17 181377-17 INSIDE FLOOR FRAMING ANGLE: FLOOR FRAMING PLAN VIEW 2 3 1.681317-16 181377-16 OUTSIDE FLOOR FRAMING ANGLE: I 3 1.881377-15 181377-15 LEG MTG. WELDMENT NO. QTY. DWG. 140. PART NO. DESCRIPTION LIST OF MATERIAL COPYRIGHT: OWUCAIION,RccOWINC M9: AMNC 0��p��� WONG COWIINCATIONS NG . , 010 NOIT O 6 PR 91E F teltA/C A S I kA CNC 900x on:IOWA y.,i.-A ,1 MM�N- M 93-41-090 n� z� --a� _ AMPS PLATFORM 0 200' ± rn w o m_`> � CELLULAR ONE 44, m m"4m3 0 300' LRT-1.8 zc 9e t°nrn n t'3 SOUTH YARMOUTH, MA. 2 C9 5113$n�'ay 0 10-12-93 KMM cu 1140. SCALE CRASC NO. 1189x: , _ REV. OA1E CRAM BY Dn Awro NTS 1.881377-E32 0 • (3) 181377-21 (TOP HANDRAIL) /ilk (3) 181377-x0 (BOOR GRATING) 1 (3) 181377-22 (MID HANDRAIL) ATTACH To FLOOR ANGLES IWITH CC-lA CRATING CUPS (3) PIPE 2 3/8 O.D. (SCH. 40) X 7'-0 / I (6 PER EACH CRATING PIECE) I / / I N �• /S : HANDRAIL FRAMING PLAN VIEW FLOOR GRATING PLAN VIEW COPYRIGHT: aWLICA1NN.REC0NON%USE AMD LNC WARNICAIIQIS NG DISCLOSURE IS PROHIBITED UNCUT WRITTEN INBIANC Slant CITY,MIA COMM Mr K LNKAIIC COYMNCA1101%NG — (1•6- C 4104 • 93-41-090 r; • • • 3/4' 0 X 2 1/4' A325 C/W NUT &LKW. (TYP.) L 1 �� ' n 1.) A. FOR" � L 5 X S LEG - USE S/6' 0 X 6 S5/11. C/C /499632 1 xEo sroE s9 2A • S/C • SU-eat (SEE NOTE /1) 1 , Set 1°1°26 0 L1) I ti/ / CHANNEL MOUNT �, I /600-173-8 (TOP) / 9600-173-7 (BOTTOM) / - ••10'-0'! STANDOFF PLAN NEW 2 3/8'0.0. PIPE FOR 3/4' 9 X 2 1/C A325 —f_ MOUNTING ANTENNA CHANNEL MOUNT C/W NUT k LKW. (rm.) /600-173-6 (TOP) \ BOLT, 1' X HINGE A325 W/NUT&LKW. FIELD NW �� (FOR NCE ASSEMBLY) FRAME WOR K MUST BE INSTALLED WITH DIAGONALS AS SHOWN (DO NOT INVERT) MI FI EVAnnN VIP — CHANNEL MOUNT /600-113-7 (BOTTOM) II COPYRIGHT: DUPLICATIOI,RECORDING.USE AND L4BLANC GOWMICAIIORS NG TOWER LEG DISCLOSURE a PROHIBITED WHOM MITTEN t�ppkkkk�y� ?R'^'�� CONSENT Of LAANC COIIMMCAIIONS RC I� LLIANC swx an,KIM 93-41-090 10' HINGE MOUNTS 0 250' 1' CELLULAR ONE � y Cm 300' LRT-1.8 S.S. , en T� m� --au SOUTH YARMOUTH, MA let0 cm(q T Cyt 0 10/14/93 KLE FLII)1r1 SCALE ORAMNC NO ISSUE et9 IC �s KtDATE DRAM BY Dfl APR)) NTS 1 1.861377-E34 0 S113S0H • • • TOP MOUNT (132' ELEV. ±) a 4'. BOTTOM MOUNT (128' EI EV. ±) a4' 4 (3) /600-243 LEG MOUNT �� (3) /600-242 LEG MOUNT .P ' (3) 99141 PIPE MOUNT pOp (3) 99141 PIPE MOUNT ?Op (3) PIPE 4 1/2 O.D. (5CN.40) X 5'-S it ' (6) A99634 5U-BOLT 5/8 X 9 3/4 C/C W/ N-LKW-FWe.la (6) A99634 SU-BOLT 5/8 X 9 3/4 C/C WI N-LKW-FW .c1/,‘?E (6) A99615 RU-BOLT 5/8 X 5 1/4 C/C w/ N-LKW-FW E44. (6)(6) AB5203 BOLT 5/8 X 2 A325 W/CNCLKW N-IKW-FW ?JCS' (6) A8520 BOLT 5/8 X 2 A323 W/ N-LKW bvti r /1 0 FIELD DRILL AL • HOLE j 1 IN HORIZONTAL FOR STRUT ATTACHMENT TOWER HORIZONTAL / I /611-9 (7YP.) /{j� —� ( -___.- FIELD GRILL 9/16 • HOLE 8' (STANDARD DISH --_._. 1 8' ( STANDARD DISH o --• IN HORIZONTAL FOR ELEVAnON TI 130 I ELEVATION O 1J0 — \ STRUT ATTACHMENT AZIMUTH TB 1 AZIMUTH 78D -...-------..\11 /� i• I I FIELD DRILL 9/18 f HOLE I IN HORIZONTAL FOR STRUT ATTACHMENT 0 SEG MOUNT ELEVATION f D., STRUT ELEVATION fr� 0128' & 132' .C.Kr 0 130' �;�m„ GdTZ c.. 4, CPQ 4.4i O CCPTINDI T: DUPLICATION.RECORDING.USE AND MaANC CDWUNIU110N5 NC DISCLOSURE IS PROIBIIED INTIM)UT WHITEN 0laBIANC 90UX CITY,VIA da A' CONSENT OF LALANC COMMAACATIDNS INC. x"11 a in \�(A� 93-41-090 CD in. Pnm`n `� 6' DISH MOUNTS 0 130' -I m-1 m CELLULAR ONE 2 F Co a�j f11 a 300' LRT-1.8 S.S. c/2F Bo (\��aSy SOUTH YARMOUTH,DMA re 51135 0 10/19/93 KLE � � REY. DATE DRAM BY anAPP'D NTS 1.881377-E35 I 0 • • • 4. 5/8 • X 4 COPPER LIGHTNING ROD W/NON-FERROUS MNTG. HARDWARE ♦1 b i Ai ALUMINUM LIGHTNING ROO MOUNTING ANGLE 1600-320A • \c tic S1) RU-BOLT 5/8 X 3 3/4 C/C A99611 WIN-I-F In n • ALUMINUM • 60D1 J 0 HOLLOW TUBE 3- O.D. X 24•-0�� a To • \•• (4) RU-BOLT 5/8 X 3 3/4 C/C b *99611 W/N-L-F on ri ill 1 N V1. ` I , I. t. (2) LIGHTNING ROD EXTENSIONfI • PANIC. PLATES 1600-321 M '. ie i . 1 I .1 n 1 (4) BOLT 5/8 X 2 W/N-L • cOPrRaNe p1PLiCA�lOI,RECORDIST usE Alq IIBIANC C011IUJICAlILM6 11G I' I DISCLOSURE IS PROMOTED WITHOUT WRITTEN0 CONSENT 6 LAOLNIC COIRIUadODNS NC. SIOUX OTT,RMA 93-41-090 ��yd COMMO` .�' Il T LIGHTNING ROD/EXTENSION ARM o` ��.Z ` ` `� • CELLULAR ONE n o m��� '�� 300' LRT-1.8 5.5. ,., m a,,Cm3 SOUTH YARMOUTH, MA - zc, 9' Wil a$' EI EVATION YIFl 0 10/19/93 XLE jii,Lj SCALE DRASTIC NM 62.8 yf O Sy_ KW DATE DRAW:WI D1CD P P'D NTS 1.861377—E36 0 S113SI\o • • • PIPE CAP 18267 SUPPORT ANGLE /99237-18 [(2) SPLICE ANGLES /99193 THRE14)AROO DED d•3LK9S EA•-p (5.5.) R•11‘h UPPORT ANGLE /99237-1C 4. (,, ,•I W/G BRIDGE4' X 5'-0" 13 FIELD CUT 2 X 5/991 5/8 r X 4 3/4 C/C SUPPORT ANGLE /99237-IA t W/G BRIDGE 199192-8A RU-BOLT /49961! W/(2) NUT-LKW-iW TO FIT AT BUILDING BOLT S/6 X 1 3/4 A32s (9) BOLT s/a • % 1 1/2 4323 ' ' Iw/ N-LXw-FW w/Nur-LKw J� SP(TYPICAL�TAIL I ' IL RJ-BOLT 5/8 6 LI. /49965656 W/NUT-LKW-FW t 111111 I W/G BRIDGE /99192-13 HANGER ANGLE /99192-7-2 24" XI0'-0" ,MIISSIII I i 5 PIPE C O.D. (SCH. 40) X 16'-0" b UMISIMIISSIMIJI b1 MATERIAL REO'D, 1 a. k, (3) /99192-13 W/G BRIDGE 24' X 10'-0l HANC R M CL DETAIL (1) /99192-8A W/G BRIDGE 24' X 3'-0' (TYPICAL) 1'-LY DIA (7) PIPE: f O.D. (SCH. 40) X 16'-O' IP 2500/ NIH. CONCRETE (7) /A0001 PIPE CM 18267 (7) /99237-1A SUPPORT MY I 5 X 3 1/2 X 1/4 1' YIN, WASH GRADE (7) /99237-18 SUPPORT ARM L 2 1/2 X 2 1/2 X 3/16 (7) /99237-IC SUPPORT MM I. 2 1/2 % 2 1/2 X 3/16 (78) /99192-7-2 HANGER L 1 3/4 X 1 3/4 X 1/8 (21) /A99614 RU-BOLT 5/8• X 4 3/4 C/C W/N-L-F 'JI II L '�:.� ••••• '� =�IL�11�1•r� (14) /A99656 RJ-BOLT 5/8 r X 6 I.L W/N-L-F .0/11= .1 'Ir.1 -J1 (26) /49003 THREADED ROD 3/8 0 X 6'-O. (S.S.) I 'll . . •1%.I. • e`I . . (364)) /mast LOCKWAASHER•�3/80 (5.5.) .1• •I ::. (14) /A2513 BOLT 5/8 X 1 3/4 A325 W/ N-L-F •I,... ' (6) /99193 W/G BRIDGE SPLICE ANGLE • b (24) /A140 BOLT 5/8• X 1 1/2 W/N-L ",IA OSRC OO4T D LOM61 0 CORDND.THOUT TEH� • I ' ... leBIAKC COWXXATION6 IC 1 I • CONSENT OF WILING COYMINC.AXON6 NG0ItelMC wa an,S r• F ' • "C' I' _COM,L, 93-41-090 �, 5',) d cT�=3�� 24" W/G BRIDGE INSTALLATION '' ; 1 .• o 0 -.mom awl" CELLULAR ONE 0 Ca n.o> a I 300' LRT-1.8 S.S. ELEVATION VIEW z s 0�com -.1 SOUTH YARMOUTH, MA. - o' (0).r S4 O 10/14/93 CMM ��di SCALE DRAIING NO. RSUE FFq , P 7d TEV. DATE TRAIN 67 ORb APCD NTS 1.881377-E37 0 • • ,• AT. V-H %. BLACKBURN GROUND CONNECTOR 0 L250.1 (p555) A9 tLçl5tTflBARE5TRANDED - - 1ONERBASESHOE CGPPER MIRE -�:r`r� �r :�u�-�urvr-u CRRAOE u • ELY 1 TOMER fOUNDARN 5/15Y GROUND ROD CLAMP (p534) (WN.) S/B'R K B'-C GROUND no (/A53O) , 4 C:TIOM A-AA-A • ' i .$ 1,,, . 1 t..- i "set. � COPYRIGHT: Dw¢ArKw,RECORDING.USE MO IABLANC COMMMCKIIONS IC. D5ttO5uRE 6 PRPT9ICD wTHCUT MIEN 0 IMAM r WY, .r07:4--a-r----- CONSENT Of LKBLANC CWMARCAOONS.NC IfA/1�r IOWA k' CP Za \ a 93-41-090 _ �' o 0m L = STANDARD GROUNDING DETAIL - �y�a o Z p o a y m -R. CELLULAR ONE O 4 300' LRT-1.8 S.S. c/yf4 S 13SCOvsk �ySOUTH YARMOUTH, MA. O 10/1113 am [A A) SCALE ORAKNC NO. 155LE REV. DATE DRAWN BY an pro NTS 1.881377-E38 0 . • • • CAP -1 I, MACHINE IR 'DEWS A L A MI® \ — BUSHING— I i4 '' ,� SYSTEM ONINSTALLATION INSTRUCTIONS FOR LAD-SAFE - CARRIER SYSTEM ON STANDARD RUNG-TYPE LADDER x CLAMP 1 - MOUNT TDP BRACKET E NSHOW ON LADDER, I 2- OUT CABLE 04 GROUND BY .RISE COL LIKE A TNIEEL ;� I CODO NOT PULL CABLE OUT DE COIL INSERT ONE END OF � , ,I CABLE THROUGH HOLE N PIPE AND THROUGH SHOCK ABSORBER. + 3- SLOE CARRIER CLAMP MM MACHNE BVHING ONTO CABLE L: 111 rillSHOCK ALLOMNC END OF CABLE TO PROJECT Y THROUGH CARRIER iABSORBER 4 - PULL BLE NTH CARRIER CLAW DONT TO FIRMLY SEAT CARRIER CLAMP N SHOCK ABSORBER.PULL SHOCK ABSORBER I' \1 r N10 PPE NIH CABLE GUANO PROJECTING.3/4' THROUGH UPPER CONN. ASSY. i' 1� 110.ENBOIIFR d'PIPE. ,� �� IS 5- INSTALL CAP FIRMLY OH TOP CF PIPE. + I 6 - INSTALL INTERMEDIATE CABLE GUIDES AT 25'SPACNG CLP CABLE 91TOAIE CABLE GUDES. 7- INSTALL BOTTOM BRACKET AS SWAM. LADDER RUNG 6 - THREAD CABLE MROUCN HOLE N BOTTOM BRACKET ANGLE AND SLIDE CARRIER CLAMP MTH MACHNE BUSHING OVER END OF TOP BRACKET CABLE. 9 - TENSION CABLE TO APPROx. 750 X44.USING DEVICE SHOW F OR SIMILAR GE.MASONING DEVICE NOT FURNISHED.) NILE HOLDING TENSION 01 CABLE, TAP CARRIER CLAW . FIRMLY NM HOLE N BOTTOM BRACKET ANGLE. RELEASE . CABLE AW REMOVE TENSO'NG DEVICE. LOWER CONN. ASSY. i NOTE - P RETFISOHNG IS NECESSARY, DE BOTTOM BRACKET MUST - • CLAMPS BE MEN BEAD NO BYMXRRTTMG A SCREIONYER N SUE SLOR CLAMP TAPPED UPWARD T LADDER I AND DCPRESSNG THE SPRING K THE CARRIER CLAMP. RUNG ii 3/5 CABLE MAINTENANCE 'ff.- I,_/ 8O Lbs. THE FOLLONNG RECd1YEWA11OMS APTtY M YANIENAMCE PROCEDURES I - All FIXED LADDERS,CAGES,LADDER SAFETY EQUIPMENT,AND BOTTOM �Ip ! PLATFORMS MUST BE MNNTANED N A SAFE CONDITION. NSPECIIONS ` BRACKET I - TOR RUST.CORROSION. D DETERIORATION SHOULDD BE MAX AT LEAST ANNUALLY NIH MORE FREQUENT INSPECTIONS TO BE MADE AS DETERMINED BY USE AND EXPOSURE. INTER. CABLE GUIDE I If 2 - F GROUNDING PROTECTION HAS BEEN PROVIDED, DEN DE C: 1 CROUNO CONNECMN(OR CONNECTIONS) TO THE LADDER SHOULD BE INSPECTED FOR COM-NUM AT LEAST ANNUALLY. I ] - USERS SHOULD REPORT ANY DETECTS OR DETERIORATIONS 10 PINCH BAR a - RECORDS SHOULD BE MNNRVISCRS TAMED a INSPECTIONS AND MAIN- TENANCE. Y.. i 5- NEN DEEMED ADVISABLE,CATKIN 51015 SOLD BE PROVIDED I N ACCORDANCE MM AMERICAN NATIONAL STANDARDS SPECn- CATIONS FOR ACCIDENT PREVENTION 9015, Z35.1-1972 CARRIER TENSIONING DEVICE CCPYRKHT: NPUCATKN.RECORDING.use ARD LI&AI C CgMIMICA1I cS IC (not furnished) DISOLO IE IS PROHBITED NTIHOUT WRITTEN �tpF��N+ COISLNI ar LRBIANC COYNNOARONS INC. fi7Y7TRR SIOUX OTY,KIRA BOTTOM I CARRIER 93-41-090 - BRACKET Jr CLAMP SAFETY CLIMB INSTALLATION ►1�� CELLULAR ONE Ii l.� � D8 INDUSTRIES, INC. ' ... .'T`:�•,�+ P.O. Bo. 46. Red Any MN 55069 300' LRT-1.8 S.S. IT' y = .:- 4.-. -' PMnN (NZ)369-0262 /y� d SOUTH YARMOUTH, MA. 'f.: Z-i 4� 1-600-326-9116 I( D 37 L_ 0 l0/11/93 CMM E� All SCALE PRAYING Na CSC I y W l D REV. DATE DRAW BY CHCD APP'D NTS 1.881377-E39 0 Ir. m FicFnm 3 ZC 9'0 > a% F4 S113DP 0 • • se IQBL MATERIAL LIST SHEE1 A 1A NO. FILE N9 SERIES NOTES of93-41 -090 A PRESHIP PROJECT 300' LRT 1.8 DATE 9/30/93 CUSTOMER CELLULAR ONE OWN. EN SITE SOUTH YARMOUTH, MA. CHK'0. DATE DESCRIPTION REV. 1REF. DRAWING COLOR PACKING MARK TOTAL E QTY. NO. MATERIAL R WEIGHT pEY.R ov' PKG.NO. MDESCRIPTION LENGTH NUMBER E 0 w 0+ ' PKC. PKGS. 1 ONE ---- PRESHIP ERECTION ENVELOPE Min _--- ■© ■...Ill 1111 36 A99440-5 ANCHOR BOLT ASSEMBLY 1 1/2 0 X 5'-0 998440 4 1156 3 98004-1 TEMPLATE 1/4 X 22 X 1'-10 986004-1 0 102// 3 98004-2 TEMPLATE 5/8 X 22 X 1'-10 988004-2 0 171// El ., ■M■S1111 1111 NomIB 1E11 ■ 10 1■.11 11 ....1.1. ■ I 11 MEMtttt N® • ■un1111 H_____liii imp i i � REIM III II ■�� ■■��1111 ■mom ■un1111 ■an1111 20 ■■■■1111 • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES �ANC 1B OF 18B 93-41-090 B PROJECT 300' LRT-1.8 S.S. DATE 10/7/93 CUSTOMER CELLULAR ONE DWM KLE SITE SOUTH YARMOUTH, MA CHK'D. atud DATE DESCRIPTION REV. ` I REF. DRAWING COLOR PACKING E QTY. MARK MATERIAL R TOTAL Ore. OM PKG. NO. NUMBERE 0 W O+w WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKG'S. 1 ONE TOWER ERECTION ENVELOPE 2 3 ONE NAME PLATE FOR LRT 1.8 • 4 (13/16 0 HOLE ON C AT TOP) 5 6 7 8 9 10 ONE A99601 CAN "COLD GALV." SPRAY 11 ONE A99602 CAN "COLD ALUMINUM" SPRAY 12 13 14 • 15 16 17 18 19 20 • • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES laBIANC 2B OF 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/7/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHIC/. DATE DESCRIPTION REV. R I LRT 600-#17XS REF. DRAWING COLOR PACKING E QTY. MARK MATERIAL R TOTAL OTv. OW PKG. M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH- PKG.PKC. PKCS. 1 3 617-X1 BASE SHOE WELDMENT 8617-X1 1 - - - 1461# 2 3 . 4 5 • 6 ' 7 8 9 10 11 12 • 13 14 15 16 17 18 19 20 �j�\ • • • \Vl'/, [SAW MATERIAL LIST SHEET NO. FILE SERIES NOTES VV 33 1 8B 93-41 -090 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHKO' 3x.L .7 DATE DESCRIPTION REV. I LRT 600 - #17XS REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL WY. OTY. PKG. V M NO. NUMBER E 0 W O+W WEIGHT. ?KC. PGS NO. DESCRIPTION LENGTH v 1 3 617-X2 L 8 X 8 X 1 X 19'-8 1/4 B617-2 0 - - - 3222# 2 3 617-3R L 5 X 3 1/2 X 3/8 X 18'-5 5/16" 0617-3 0 - - - 615# 3 3 617-3L L 5 X 3 1/2 X 3/8 X 18'-5 5/16" 6617-3 0 - - - 6155 4 3 617-4R L 5 X 3 1/2 X 3/8 X 19'-4 1/16" 6617-4 1 - - - 645# 5 3 617-4L 1 5 X 3 1/2 X 3/8 X 19'-4 1/16" 8617-4 •1 - - - 645# 6 6 617-5-1A L 3 1/2 X 3 1/2 X 3/8 X 9'-3 1/16" 0617-5-1 0 - - - 510# 7 6 617-6-1A L 3 1/2 X 3 1/2 X 3/8 X 8'-10 3/16" 0617-6-1 0 - - - 480# 1 8 12 617-7B L 3 X 3 X 3/8 X 7'-9 23/32" 0617-7 2 - - - 708# 9 3 617-8 1 5 X 3 1/2 X 3/8 X 33'-11" 6617-8 0 - - - 1131# ! 10 3 617-9 PL 3/8 X 13 1/2 X 1'-9 5/8" 6617-9 0 - - - 995 11 12 617-10 PL 3/8 X 6 15/32 X 0'-11 9/16" 6617-10 0 - - - 84# 12 13 14 15 16 17 18 19 20 • • • SHEET NO. FILE NO. SERIES NOTES 6 laINANC MATERIAL LIST 46 or 1813 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CNK'D. ' J DATE DESCRIPTION REV. R 1 LRT 600 - #16XS REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL Off. OTY. PKG. V M NO. NUMBER E 0 W 04W WEIGHT PER OF NO. DESCRIPTION LENGTH v PKG. PKG'S. I 1 3 616-X2 L 8 X 8 X 1 X 19'-8 1/4 8616-2 0 - - - 3222# 2 3 616-3R L 5 X 3 1/2 X 3/8 X 17-7 1/16" 8616-3 1 - - - 588# 3 3 616-3L L 5 X 3 1/2 X 3/8 X 17-7 1/16" 8616-3 1 - - - 588# 4 3 616-4R L 5 X 3 1/2 X 3/8 X 18'-5 11/16" 8616-4 3 - - - 618# 5 3 616-4L L 5 X 3 1/2 X 3/8 X 18'-5 11/16" 8616-4 3 - - - 618# ' 6 6 616-5A L 3 X 3 X 3/8 X 8'-8 7/8" 8616-5 1 - - - 404# 7 6 616-6A L 3 X 3 X 3/8 X 8'-4 3/16" 8616-6 1 - - - 386# 8 12 616-7A L 3 X 3 X 1/4 X 7-2 5/8" 8616-7 0 - - - 454# 9 3 616-8 L 5 X 3 1/2 X 3/8 X 31'-10" 8616-8 1 - - - 1062# 10 3 616-9 PL 3/8 X 13 1/2 X 1'-8 1/2" 8616-9 0 - - - 95# 11 12 616-10 PL 3/8 X 7 1/16 X O'-11 7/8" 8616-10 0 - - - 96# 12 • 13 14 15 16 17 18 , . 19 20 0 • • SHEET NO. FILE NO. SERIES NOTESn ��� MATERIAL LIST 5B _or 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 CUSTOMER CELLULAR ONE OWN• KLE SITE SOUTH YARMOUTH, MA CHK O. 5X(() DATE DESCRIPTION REV. R I LRT 600 - #15XS REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL On On. PKG. V M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKO'S. 1 3 615-X2 L 8 X 8 X 1 X 19'-8 1/4 6615-2 1 - - - 3222# 2 3 615-3R 1 5 X 3 1/2 X 3/8 X 16'-8 9/16" 6615-3 2 - - - 558# 3 3 615-3L L 5 X 3 1/2 X 3/8 X 16'-8 9/16" 6615-3 2 - - - 558# 4 3 615-4R L 5 X 3 1/2 X 3/8 X 11-7 1/16" 6615-4 3 - - - 587# 5 3 615-4L L 5 X 3 1/2 X 3/8 X 17'-7 1/16" 6615-4 3 - - - 587# 6 6 615-5A L 3 X 3 X 3/8 X 8'-4 1/4" 6615-5 2 - - - 386# 7 6 615-6A L 3 X 3 X 3/8 X 7'-11 5/8" 8615-6 2 - - - 368# 8 12 615-7 L 3 X 3 X 3/16 X 6'-9 13/16" 6615-7 1 - - - 324# 9 3 615-8 L 5 X 3 1/2 X 3/8 X 29'-8 7/8" 6615-8 6 - - - 993# 10 3 615-11 PL 3/8 X 13 7/8 X 1'-7 7/8" 6615-11 0 - - - 93# 11 12 615-12 PL 3/8 X 6 1/2 X O'-10 1/4" 8615-12 0 - - - 84# 12 13 14 15 16 17 18 19 20 • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES 6 12131ANC 68 of186 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 _ CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHKD' Dw) DATE DESCRIPTION REV. 1 LRT 600 - #14XS REF. DRAWING COLOR PACKING R E T QTY. MARK MATERIAL R TOTAL OM On. PKG. V M NO. NUMBER E O W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKC's. 1 3 614-X2 L 8 X 8 X 1 X 19'-8 1/4 6614-2 1 - - - 3222# 2 3 614-3R L 5 X 3 1/2 X 1/4 X 15'-11 B614-3 1 - - - 35711 3 3 614-3L L 5 X 3 1/2 X 1/4 X 15'-11 8614-3 1 - - - 357# 4 3 614-4R L 5 X 3 1/2 X 1/4 X 16'-9 1/4 6614-4 2 - - - 378# 5 3 614-4L L 5 X 3 1/2 X 1/4 X 16'-9 1/4 6614-4 2 - - - 378# . 6 6 614-5A L 3 X 3 X 1/4 X • 8'-0 7/16 6614-5 0 - - - 252# 7 6 614-6A L 3 X 3 X 1/4 X 7'-7 15/16 6614-6 1 - - - 240# 8 12 614-7C L 3 X 3 X 3/16 X 6'-4 6614-7 2 - - - 301# 9 3 614-8 L 5 X 3 1/2 X 3/8 X 27'-7 7/8 8614-8 4 - - - 923# 10 3 614-11 PL 3/8 X 13 5/8 X 1'-6 1/4 6614-11 0 - - - 83# 11 12 614-12 PL 3/8 X 6 1/2 X O'-9 7/16 6614-12 0 - - - 64# 12 13 14 15 16 17 18 19 20 } • • • MATERIAL TE R I A L LIST SHEET NO. FILE NO. SERIES NOTES 40 ��A7B cF 183 93-41-090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DM. KLE SITE SOUTH YARMOUTH, MA CHK'D. ) DATE DESCRIPTION REV. R 1 LRT 600 - Q13XS REF. DRAWING COLOR PACKING E T OTY. MARK MATERIAL R TOTAL QTY. on. PKG. V M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. ., DESCRIPTION LENGTH V PKG. PKG'S. i 1 3 613-X2 L 8 X 8 X 3/4 X 19'-8 1/4 6613-X2 3 - - - 2459# I 2 3 613-3 L 4 X 3 X 3/8 X 15'-2 1/16" 6613-3 4 - - - 414# 3 3 613-4 L 4 X 3 X 3/8 X 15'-2 1/16" B613-4 4 - - - 414# 4 3 613-5 L 4 X 3 X 3/8 X 16'-0 1/16" 6613-5 4 - - - 437# 5 3 613-6 L 4 X 3 X 3/8 X 16'-0 1/16" 6613-6 4 - - - 437# 6 6 613-7 L3X3X3/16X 7-71/2" B613-7 2 - - - 182# 7 6 613-8 L 3 X 3 X 3/16 X 7-3 1/8" 6613-8 2 - - - 173# 8 3 613-9 L 5 X 3 X 3/8 X 25'-6 3/4" 6613-9 5 - - - 804/ 9 12 613-10A L 2 1/2 X 2 1/2 X 1/4 X 5'-8 1/2" 8613-10 2 - - - 300# 10 3 613-11 PL 3/8 X 12 13/16 X 1'-4" 6613-11 2 - - - 70# 11 12 613-12 PL 3/8 X 6 1/4 X 0'-8 7/16" 6613-12 1 - - - 72# 12 13 14 15 16 17 18 19 20 • • • 6 MATERIAL TE R I A L LIST SHEET NO. FILE NO. SERIES NOTES �� C 8B of 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DM. KLE SITE SOUTH YARMOUTH, MA CHK D. 4(j)) DATE DESCRIPTION REV. R I LRT 600 — #12X REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL OTY. OTY. PKC. V M NO. NUMBER E O w o+w WEIGHT PER OF No. DESCRIPTION LENGTH V PKG. PKO'S. 1 3 612—X2 L 8 X 8 X 3/4 X 19'-6 1/4 8612—X2 2 — — — 2459# 2 3 612-3 L 3 1/2 X 3 X 3/8 X 14'-4 7/16" 6612-3 5 — — — 365# 3 3 612-4 L 3 1/2 X 3 X 3/8 X 14'-4 7/16" B612-4 5 — — — 365# 4 3 612-5 L31/2X3X3/8X 15'-23/16" 6612-5 5 — — — 385# 5 3 612-6 L 3 1/2 X 3 X 3/8 X 15'-2 3/16" 6612-6 5 — — — 385# ' 6 6 612-7 L 3 X 3 X 3/16 X 7'-2 7/16 " 8612-7 2 — — — 172# 7 6 612-8 L 3 X 3 X 3/16 X 6'-10 3/16" 8612-8 2 — — — 163# 8 3 612-9 L 4 X 3 X 3/8 X 23'—S 13/16" 6612-9 5 — — — 641# 9 12 612-10 L 2 1/2 X 2 1/2 X 3/16 X 5'-4 11/16" 8612-10 3 — — — 206# 10 3 612-11 PL 3/8 X 13 X 1'-3 3/16" 6612-11 1 — — — 68# 11 12 612-12 PL 3/8 X 6 3/16 X O'-7 11/16" 8612-12 1 — — — 65# 12 13 14 15 16 17 .1 18 19 20 1 I. 0 • • MATERIAL LIST SHEET NO. ALE NO. SERIES NOTES 40 laEilANC 9B of18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHK 0' ) DATE DESCRIPTION REV. 1 LRT 600-#11HS REF. DRAWING COLOR PACKING R E r QTY. MARK MATERIAL R TOTAL OTr OTY. PKG. V M NO. NUMBER E O W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKG'S. 1 3 611-H2 L 8 X 8 X 5/8 X 19'-8 1/4 8611-H2 4 - - - 2067# 2 3 611-3 L31/2X3X3/8X 13'-7 6611-3 3 - - - 344# 3 3 611-4 L 3 1/2 X 3 X 3/8 X 13'_7 8611-4 3 - - - 344# 4 3 611-5 L 3 1/2 X 3 X 3/8 X 14'-4 3/8 6611-5 3 - - - 364/ 5 3 611-6 L 3 1/2 X 3 X 3/8 X 14'-4 3/8 6611-6 3 - - - 364# • 6 6 611-7A L 2 1/2 X 2 1/2 X 1/4 X 6'-9 3/8 6611-7 3 - - - 178# 7 6 611-8A L 2 1/2 X 2 1/2 X 1/4 X 6'-5 3/8 6611-8 3 - - - 170// 8 3 611-9 L 4 X 3 X 1/4.X 21'-4 5/8 6611-9 3 - - - 398# g 12 611-10 L 2 1/2 X 2 1/2 X 3/16 X 4'-8 25/32 6611-10 3 - - - 186# 10 3 611-11 PL: 3/8 X 13 9/32 X 1'-2 3/8 6611-11 2 - - - 65# 11 12 611-12 PL: 3/8 X 5 29/32 X O'-6 29/32 0611-12 2 - - - 55$ 12 . 13 14 15 16 17 18 19 20 • • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES 6 � C 10B0F 183 93-41-090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHK'D. J DATE DESCRIPTION REV. I LRT 600-#1OH REF. DRAWING COLOR PACKING E ToTAL E QTY. MARK MATERIAL R WEIGHT TY.PER on'. PKG.N v M NO. -DESCRIPTION LENGTH NUMBER E 0 w 0+w PKG. PKC'S. 1 3 610-H2 L 8 X 8 X 5/8 X 19'-8 1/4 6610-H2 4 - - - 2067# 2 3 610-3 L 3 1/2 X 3 X 3/8 X 13'-7 5/16 0610-3 7 - - - 345// 3 3 610-4 L 3 1/2 X 3 X 3/8 X 13'-7 5/16 6610-4 7 - - - 345# 4 3 610-5 1 3 1/2 X 3 X 3/8 X 12'-11 1/8 6610-5 7 - - - 328# 5 3 610-6 L 3 1/2 X 3 X 3/8 X 12'-11 1/8 6610-6 7 - - - 328# 6 6 610-7 L 2 1/2 X 2 1/2 X 3/16 X 6'-O 13/16 6610-7 3 - - - 119# 7 6 610-8 L 2 1/2 X 2 1/2 X 3/16 X 6'-4 5/8 0610-8 3 - - - 126# 8 3 610-9 L 3 X 3 X 1/4 X 19'-3 5/8 6610-9 6 - - - 304// 9 12 610-10 L 2 X 2 X 3/16 X 4'-3 1/8 6610-10 3 - - - 133# 10 3 610-11 PL: 3/8 X 13 1/4 X 1'-1 1/4 B610-11 1 - - - 605 11 12 610-12 PL: 3/8 X 5 13/16 X 0'-6 0610-12 2 - - - 485 12 1 • 13 14 , 0 15 16 17 18 19 20 • • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES le 111131ANC 11 B OF 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 CUSTOMER CELLULAR ONE O'M1• KLE' l SITE SOUTH YARMOUTH, MA CHID. CDu/v DATE DESCRIPTION REV. 1 LRT 600-#9HS REF. DRAWING COLOR PACKING R E T QTY. MARK MATERIAL R TOTAL Orr. Orr. PKG. V ISNO. NUMBER E O W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. Ma 1 3 609-H2 L 6 X 6 X 5/8 X 19'-8 1/4 8609-H2 5 - - - 1530# 2 6 609-36 L 3 1/2 X 3 1/2 X 3/8 X 19'-2 15/16 B609-3 9 - - - 1050# 3 3 609-48 L 3 1/2 X 3 1/2 X 3/8 X 9'-3 1/4 8609-4 g - _ _ 253# 4 3 609-5B L 3 1/2 X 3 1/2 X 3/8 X 9'-3 1/4 8609-5 9 - - - 2531 5 3 609-68 L 3 1/2 X 3 1/2 X 3/8 X 9'-8 11/16 8609-6 10 - - - 265# 6 3 609-78 L 3 1/2 X 3 1/2 X 3/8 X 9'-8 11/16 8609-7 11 - - - 2651 7 3 609-8 L 3 X 3 X 1/4 X 8'-5 5/16 8609-8 9 _ _ _ 133# 8 3 609-9 L 3 X 3 X 1/4 X 8'-5 5/16 6609-9 g - - - 133# g 3 609-10 L 3 X 3 X 1/4 X 17'-9 5/8 8609-10 10 - - - 280# 10 3 609-11 PL: 3/8 X 12 7/16 X 1'-8 7/8 B609-11 4 - - - 89# 11 12 13 14 15 16 17 18 19 20 • • • SHEET NO. FILE NO. SERIES NOTES 6 laBIANMATERIAL LIST� 12BOF 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE Dom. KLE SITE SOUTH YARMOUTH, MA TKO' KLAJ DATE DESCRIPTION REV. R I LRT 600-#8H REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL OTr OTr PKG. V E NO. WEIGHT PER OF NO. M DESCRIPTION • LENGTH NUMBER E 0 W o+w PKG. PKC5. 1 3 608-H2 L 6 X 6 X 5/8 X 19'-8 1/4 8608-H2 2 - - - 1530# 2 6 608-3 L 3 1/2 X 3 1/2 X 1/4 X 18'-4 1/16 6608-3 7 - - - 683# 3 6 608-4 L 3 1/2 X 3 1/2 X 1/4 X 17'-5 5/8 6608-4 7 - - - 651# 4 3 608-5 L 2 1/2 X 2 1/2 X 3/16 X 7'-11 3/16 8608-5 5 - - - 78# 5 3 608-6 L 2 1/2 X 2 1/2 X 3/16 X 7'-11 3/16 8608-6 5 - - - 78# 6 3 608-7 L 2 1/2 X 2 1/2 X 3/16 X 7'-4 15/16 8608-7 5 - - - 73# 7 3 608-8 L 2 1/2 X 2 1/2 X 3/16 X 7'-4 15/16 6608-8 5 - - - 73# 8 9 10 11 ", ',i 12 • F 13 . 14 15 16 17 18 19 20 • • At MATERIAL T E R I A L LIST \SHEET NO. FILE NO. SERIES NOTES se IQBI �. 13B0F 186 93-41 -090 B PROJECT 300' LRT-1.8 S.S. •DATE 10/6/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHICO. , DATE DESCRIPTION REV. 1 LRT 600-#7X REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL OTr OTY PKC. V E NO. WEIGHT PER OF NO. M DESCRIPTION LENGTH NUMBER v 0 W 0+W PKG. PKG'S 1 3 181377-1 L 5 X 5 X 5/8 X 19'-8 1/4 1.861377-1 0 - - - 1263# 2 6 607-3 L 3 X 3 X 1/4 X 16'-7 1/16 B607-3 8 - - - 522# 3 6 607-4 L 3 X 3 X 1/4 X 15'-8 3/4 B607-4 8 - - - 495# 4 3 607-5 L 2 1/2 X 2 1/2 X 3/16 X 6'-10 11/16 B607-5 4 - - - 68# 5 3 607-6 L 2 1/2 X 2 1/2 X 3/16 X 6'-10 11/16 6607-6 4 - - - 68# • 6 3 607-7 L 2 1/2 X 2 1/2 X 3/16 X 6'-4 7/16 B607-7 4 - - - 63# 7 3 607-8 L 2 1/2 X 2 1/2 X 3/16 X 6'-4 7/16 B607-8 4 - - - 63# 8 9 10 11 12 • 13 14 15 16 17 18 19 20 • 0 I MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES CP kriNANC 14Bor 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHK'D. DATE DESCRIPTION REV. 1 LRT 600—fl6XS REF. DRAWING COLOR PACKING R E T QTY. MARK MATERIAL R TOTAL OTY. OTY. PKG. - WEIGHT PER OF NO. v M NO. DESCRIPTION LENGTH NUMBER V 0 w O+w PKG. PKG's. 1 3 606-X2 L 5 X 5 X 5/8 X 19'-8 1/4 B606-X2 3 - - - 1264# 2 6 606-3A L 3 X 3 X 3/16 X 14'-10 1/16 B606-3 3 - - - 354/ 3 6 606-48 L 3 X 3 X 3/16 X 13'-11 3/8 8606-4 4 - - - 330# 4 3 606-5 L 2 X 2 X 3/16 X 5'-9 9/16 8606-5 5 - - - 45# 9 3 606-6 L 2 X 2 X 3/16 X 5'-g 9/16 6606-6 5 - - - 45# • 6 3 606-7 L 2 X 2 X 3/16 X 5'-3 3/8 6606-7 4 - - - 42# 7 3 606-8 L 2 X 2 X 3/16 X 5'-3 3/5 B606-8 4 I - - - 42# r, 8 i. 9 ,' 10 11 12 13 14 15 16 17 18 19 20 • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES 15Bor15B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHK•D. a) DATE DESCRIPTION REV. 1805—#5LS REF. DRAWING COLOR PACKING E E QTY. MARK - MATERIAL R TOTAL OM MY. PKG. M NO. NUMBER E 0 w O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKG'S. 1 3 1805-L2 L 5 X 5 X 3/8 X 19'-8 1/4 81805-L2 3 - - - 777# 2 6 1805-3A L 3 X 3 X 3/16 X 13'-0 13/16 61805-3 3 - - - 312# 3 6 1805-4A L 3 X 3 X 3/16 X 12'-3 7/16 61805-4 3 - - - 294# 4 3 1805-5 L 2 X 2 X 3/16 X 4'-9 1/8 81805-5 3 - - - 37# 5 3 1805-6 L 2 X 2 X 3/16 X 4'-2 7/8 81805-6 2 - - - 33# • 6 3 1805-7 L 2 X 2 X 3/16 X 4'-9 1/8 61805-7 2 - - - 37# 7 3 1805-8 L 2 X 2 X 3/16 X 4'-2 7/8 81805-8 1 - - - 33# 8 9 10 11 12 • 13 14 15 16 17 18 19 i. 20 ti f, 0 • IP 6 taB[ANC MATERIAL LIST SHEET 6NOB 1 8B FILE NSERIES NOTES of 93-41-090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHKD. acco DATE DESCRIPTION REV. I 1804—#4L REF. DRAWING COLOR PACKING RMARK E E QTY . MATERIAL R TOTAL OTv OW. PKC. V M E 0 W O+W WEIGHT PER OF NO. NO. NUMBER DESCRIPTION LENGTH V PKC. PKG'S. 1 3 1804-L2 L 4 X 4 X 3/8 ,X 19'-8 3/16 81804-L2 2 - - - 618(/ 2 6 1604-3 L 2 X 2 X 3/16 X 8'-10 1/16 61804-3 2 - - - 138# 3 6 1804-4 L 2 X 2 X 3/16 X 8'-5 13/16 81804-4 2 - - - 132# 4 6 1804-5 L 2 X 2 X 3/16 X 8'-0 7/16 81804-5 2 - - - 126# , 5 6 1804-6 L 2 X 2 X 3/16 X 7'-7 1/8 61804-6 2 - - - 120# I 6 3 1804-7 L 2 X 2 X 3/16 X 5'-10 1/8 61804-7 3 - - - 45# 7 3 1804-17-1 L 3 X 3 X 1/4 X 6'-5 3/8 81804-17-1 0 - - - 101# 8 3 1804-19-1 L 3 X 3 X 1/4 X 7'-5 7/8 61804-19-1 0 - - - 118// 9 10 11 12 13 14 15 16 17 18 19 20 ! • ! MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES UMW 17BOF 18B 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHICO. .7CS�) DATE DESCRIPTION REV. R MARK LRT 1800-#3L (TOP SECT. FROM TAPERED) REF. DRAWING COLOR PACKING E QTY. MATERIAL R TOTAL OTY OTv. PKC. V M NO. NUMBERE 0 W o+w WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKC's. 1 3 1803—L2 L 3 1/2 X 3 1/2 X 3/8 X 19'-7 3/4" B1803—L2 5 — — — 537/ 2 9 1803-4D l 3 X 3 X 1/4 X 7'-4 5/16" 81803-4 8 — — — 347# 3 3 1803-5D L 3 X 3 X 1/4 X 7-3 3/4" 81803-5 8 — — — 115# 4 12 1803-7-1 L 2 X 2 X 3/16 X 5'-10 3/4" 81803-7-1 0 — — — 185$ 5 • 6 7 B 9 10 11 12 13 14 15 16 17 T. 18 T. ^i 19 20 • • • 6 nSHEET NO. FILE NO. SERIES NOTES ItzBIANC MATERIAL LIST 18Bof188 93-41 -090 B PROJECT 300' LRT-1.8 S.S. DATE 10/6/93 CUSTOMER CELLULAR ONE DM4• KLE SITE SOUTH YARMOUTH, MA CHK O. BCW DATE DESCRIPTION REV. I SPLICE & SHIM PLATES REF. DRAWING COLOR PACKING E T QTY. MARK MATERIAL R TOTAL QTY. OTY. PKG. V M NO. NUMBER E 0 w 0+w WEIGHT PER of NO. i DESCRIPTION LENGTH y PKG. PKC'S. 1 12 SP021 PL. 3/8 X 3 X 1'-3 3/4" SPB021 0 - - - 65# 2 12 SP023 PL. 3/8 X 4 X 1'-5 3/4" SPB023 0 - - - 97# 3 24 SP025 PL. 1/2 X 4 1'-5 3/4" SPB025 0 - - - 259# 4 12 SP026 PL. 1/2 X 4 X 1'-9 3/4" SPB026 0 - - - 158# 5 12 SP027 PL. 5/8 X 4 X 2'-1 3/4" SP6027 0 - - - 234# 6 12 SP028 PL. 5/8 X 5 X 1'-11 3/4" 5P8028 0 - - - 270# 7 12 SP029 PL. 3/4 X 6 X 1'-9 3/4" SPB029 0 - - - 356# 8 12 SP030 PL. 3/4 X 6 X 2'-1 3/4" SPB030 0 - - - 421# 9 12 SP031 PL. 7/8 X 6 X 2'-5 3/4" SPB031 0 - - - 569# 10 48 SP043 PL. 7/8 X 6 X 2'-9 3/4" SP8043 0 - - - 2582# 11 12 SP046 PL. 7/8 X 6 X 2'-7 3/4" SP8046 0 - - - 607# 12 13 6 SP034 PL. 1/8 X 2 1/2 X 0'-10 3/4" SPB034 0 - - - 6# 14 6 SP038 PL. 1/4 X 2 1/2 X 0'-8 3/4" SPB038 0 - - - 10# 15 6 SP041 PL. 1/4 X 2 1/2 X 1'-2 3/C SPB041 0 - - - 17# 16 17 18 19 20 #9 — — — 1 93-0098 £—,0 8/£ x £ x S l 9z—oo9 Z 03 #0l — — — 1 43-0098 9—,0 8/£ X £ X S l vz—ooe z 61 #9 — — — l ZZ-0098 91/£ 9—,0 8/£ X £ X 3/1 £ 1 8ZZ-009 t e1 #9 — — — t ZZ-0098 91/C 8—,0 8/£ x £ X 3/L £ 1 VZZ-009 L LI /Mgr — — — 3 t—OZ—oos8 8/S L—,L 4/t x 3/L £ x z/l £ l 81—oZ-009 os 91 #/ow — — — z 1-03-0098 8/S 1.—,L—,L 4/t x Z/I. £ x z/l £ l Vl-03-009 09 St I #96 — — — 0 4t—LL£L88'l 4/t 1—,S 4/L x 3/t £ X zit £ l 4l—LL£181 £ 41 #6£ — — — 0 £t—LL£188'1 t—,9 4/1 x 3/L £ X 3/L £ 1 £L—LL£181 I. CI #S£ — — — 0 Zl—LL£1881 8/S L—,S 4/1 X Z/t £ X Z/1 £ 1 ZL—LL£181 ' L ZL #L£ — — — 0 ti—LL£l88't 8/L 1—,9 4/l x Z/t £ x 3/I £ 1 11—LL£Lui t It #L£ — — — 0 01—LL£l88'1 8/£ Z—,9 4/l x z/l £ X 3/I £ 1 OL—LL£l81 l OL #££ — — — 0 6—LL£L8E'1 9—,9 4/L X Z/l £ X 3/1 £ 1 6—LL£L8l I. 6 #z4 — — — 0 9—LL£L8s'l 8/S L—,L v/t x z/1 £ x z/L £ 1 218—LL£18l 9 e #Z4 — — — 0 8—LL£l88'l 8/S L—,l 4/L x 3/L £ X 3/L £ l l8—LL£l8l 9 1 #64 — — — 0 9—LL£l88'1. 1N311013M 4/L X Z/L £ X 3/1 £ l 219—LL£L81 9 9 #64 — — — 0 9—LL£l88'1 1N3N1013M 4/t X Z/L £ X Z/L £ l 19—LL£l81 9 S #s41 — — — 0 S—LL£1881 8/S ll—,S 4/t x zit £ x z/L £ l S—LL£l8t 4 4 #991 — — — 0 4—LL£l88'l s/£ 01—,9 4/t x 3/1 £ X 3/L £ 1 4—LL£181 4 f #ZZZ — — — 0 £—LL£L88'L s/1 £—,9 4/l x zit £ x 3/1 £ l £—LL£lsl 9 Z #ZLL — — — 0 Z—LL£1881. z/l ll—,9 4/l x z/l £ X 3/1 £ l Z-11£181 4 t 'S,ONd 'ONd A HION3l N011d12JOS30 ri 'ON 30 213d 1HOI3M M+0 M 0 3 2138YVf1N 'ON 3 A '0Nd 'u0 'u0 lylol a 1VRj31VV 'A10 a Aayyy ONINOVd NO-100 ONIMV2J0 '3321 180ddflS 21300V1 0/M 21. BWIIO 1 'A3a NOI1d1213S30 31V0 (Yni '0)41-13 VII .H1f10w2JVA Hub S 3115 Ova *ma 3N0 21Vllll3O a3ro1Sf10 £6/81/01 31y0 'S'S 8'1-1N1 ,00£ 1O3r0ad 0 060- 1t—c6 3L 4° 31. 1S1l —IVII3± VW LD1 es S310N S31113S 'ON 3113 'ON 133HS 40 • • • • 40 IaBIANC, MATERIAL LIST SHEET NO. FILE SERIES NOTES 2C OF 7C 93-41 -090 C PROJECT 300' LRT-1.8 S.S. DATE 10/18/93 CUSTOMER CELLULAR ONE OWN. RAC SITE SOUTH YARMOUTH, MA CHKO. tecw DATE DESCRIPTION REV. R TI MARK CLIMB & W/G LADDER SUPPORT REF. DRAWING COLOR PACKING E QTY. R TOTAL On. On. PKC. V M MATERIAL NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH y PKC. PKG'S. 1 2 600-26 L 3 1/2 X 3 X 3/8 0'-6 8600-26 1 — — — 8# 2 12 600-36 L 3 X 3 X 3/8 0'-9 3/8 8600-36 3 — — — 72// 3 6 600-257L L 5 X 3 1/2 X 3/8 1'-1 5/16 6600-257 1 — — — 72# 4 6 600-257R L 5 X 3 1/2 X 3/8 1'-1 5/16 6600-257 1 — — — 72ff 5 6 600-259L L 5 X 3 1/2 X 3/8 1'-7 5/8 8600-259 1 — — — 109# 6 6 600-259R L 5 X 3 1/2 X 3/8 1'-7 5/8 8600-259 1 — — — 109# 7 2 181377-7 L 3 1/2 X 3 1/2 X 1/4 6'-3 1/8 1.881377-7 0 — — — 78# 8 3 181377-34 L 3 1/2 X 3 1/2 X 1/4 6'-10 3/8 1.861377-34 0 — — — 125/ 9 3 600-29 L 3 X 3 X 1/4 9'-6 13/16 8600-29 1 — — — 150// 10 3 600-30 L 3 X 3 X 1/4 10'-7 5/16 8600-30 1 — — — 168# 11 3 600-31 L 3 X 3 X 1/4 10'-7 3/8 8600-31 1 — — — 168/ 12 3 . 600-32 L 3 X 3 X 1/4 11'-7 7/8" 8600-32 1 — — — 183# 13 3 600-33 L 3 X 3 X 1/4 11'-7 9/16 8600-33 1 — — — 183// 14 3 600-34 L 3 X 3 X 1/4 12'-8 1/2 8600-34 1 — — — 201# 15 16 17 18 19 • 20 • • • 6 kielANC MATERIAL LIST SHEET NO.3C 7C FILE NSERIES NOTES or 93-41 -090 C PROJECT 300' LRT-1.8 S.S. DATE 10/18/93 CUSTOMER CELLULAR ONE DM4. KLE SITE SOUTH YARMOUTH, MA CHK Q' W DATE DESCRIPTION REV. R I CLIMBING & W/G LADDERS REF. DRAWING COLOR PACKING MARK TOTAL E T OTY. MATERIAL R EOTY. QTY. PKG. V M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKC'S. 1 2 600-51 L 6 X 4 X 3/8 0'-5 3/4 6600-51 5 - - - 12# 2 14 600-39A CLIMBING LADDER 19'-8 7/16 6600-39 8 - - - 1414# 3 1 600-39E CLIMBING LADDER 2'-5 6600-39 8 - - - 11# 4 1 600-39-1 CLIMBING LADDER 12'-4 1/4 B600-39-1 0 - - - 64# 5 1 600-39-2 CLIMBING LADDER 7'-3 5/8 8600-39-2 A 0 - - - 39# 6 7 10 181377-31 WAVEGUIDE LADDER 5'-0" X 19'-8 1/4 1.861377-31 0 - - - 1720# 8 1 181377-32 WAVEGUIDE LADDER 3'-10" X 12'-4 1/4 1.861377-32 0 - A - - A 95# 9 1 181377-33 WAVEGUIDE LADDER 3'-10" X 7'-3 5/8 1.861377-33 0 - - - 65# ' 10 2 181377-35 WAVEGUIDE LADDER 3'-10" X 19'-8 1/4 1.861377-35 0 - - - 294# 11 56 600-82 PL: 1/4 X 1 1/2 X 1'-8 1/4 8600-82 1 - - - 129# ' 1 12 4 600-82-5 PL: 1/4 X 1 1/2 X 2'-2 1/4 B600-82-5 1 - - - 12# 13 14 15 16 17 18 19 20 • • • - 6 LEBLANC MATERIAL LIST SHEET NO.4C 7C FILE SERIES NOTES oF 93-41 -090 C PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHK D. jWJ DATE DESCRIPTION REV. 1 ANTENNA MOUNTS REF. DRAWING COLOR PACKING R E T QTY. MARK MATERIAL R TOTAL Olt OTY PKG. V M NO. — NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKG'S. 1 3 98002A 10' HINGE MOUNT (FIXED) 9'-4 ± 986002 0 - - - 282# 2 3 980020 10' HINGE MOUNT (HINGE) 9'-4 ± 986002 0 - - - 241# 3 3 600-173-7 LEG MOUNT 1'-0 B600-173-7 1 - - - 4911 4 3 600-173-8 LEG MOUNT 1'-0 6600-173-8 2 - - - 75N • 5 6 7 3 600-242 LEG MOUNT (BOTTOM) 1'-0 3/4 8600-242 o - - - 44# 8 3 600-243 LEG MOUNT (TOP) 1'-0 3/4 6600-243 0 - - - 56# 9 6 99141 L 6 X 4 X 3/8 X 0'-8 1/4 998141 4 - - - 54# 10 11 3 ---- PIPE 4 1/2 0.D. (SCH.40) X 5'-3 (GALV.) - - - - 179# 12 • 13 14 .. 15 16 17 18 19 20 • • • 6 l¢BIANC MATERIAL LIST SHEE55C 7C_NO. FILE NSERIES NOTES of 93-41 -090 C PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 , CUSTOMER CELLULAR ONE GWN• KLE SITE SOUTH YARMOUTH, MA CHKO. 1.u.0 DATE DESCRIPTION REV. I MARK W/G BRIDGE REF. DRAWING COLOR PACKING R T TOTAL E qTY. MATERIAL E R OM ER OTY. PKG. V M NO. NUMBER E O W OtW WEIGHT PER OF NO. DESCRIPTION LENGTH y PKG. PKG'S. I 1 3 99192-13 PL: 1/8 X 29 .3/4 X 10'-0 998192-13 0 - - - 405// 2 1 99192-8A PL: 1/8 X 29 3/4 X 5'-0 996192-8A 0 - - - 68# 3 7 ---- PIPE 4" O.D. (SCH.40) X 16'-0 (GALV.) - - - - 1071# 4 7 fA0001 PIPE CAP #8267 5 7 99237-1A L 5 X 3 1/2 X 1/4 X 2'-9 998237-1 3 - - - 141// ' 6 7 99237-16 L 2 1/2 X 2 1/2 X 3/16 X O'-11 1/2 998237-1 3 - - - 22# ' 7 7 99237-1C L 2 1/2 X 2 1/2 X 3/16 X 2'-8 7/8 996237-1 3 - - - 63# 8 84 99192-7-2 L 1 3/4 X 1 3/4 X 1/8 X 2'-O 998192-7-2 0 - - - 260# 9 6 99193 L 3 X 3 X 3/16 X O'-8 5/8 998193 1 - - - 17# 10 11 12 13 14 15 16 17 18 19 20 • • 0 6 WHAM MATERIAL LIST SHEET NO.6C 7C FILE SERIES NOTES op 93-41 -090 _ C PROJECT 300' LRT-1.8 S.S. DATE 10/21/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHID. JILL) DATE DESCRIPTION REV. 1REF. DRAWING COLOR PACKING R T QTY. MARK MATERIAL TOTAL V E NO. - R WEIGHT PER OF NO. /.4 DESCRIPTION LENGTH NUMBER v 0 W O+W PKC. PKG'S. 1 ONE A2014 LIGHTNING ROD 5/8 0 X 4'-0 WMON-FERROUS HDW 2 3 A53O GROUND ROD 5/8 0 X 8'-O 3 3 A536 GROUND ROD CLAMP 5/8 4 3 A555 GROUND CLAMP BLACKBURN L250H 5 45 LF A10588 #2 BARE STRANDED COPPER WIRE 6 7 1 600-320 ALUM. 3' O.D. X 1/8 X 24'-0 8600-320 0 - - - 32# 8 1 600-32OA ALUM. L 3 X 3 X 1/4 X O'-6 3/4 8600-320 0 - - - 1# 9 2 600-321 PL: 1/4 X 5 11/16 X - 0'-9 8600-321 0 - - - 8p 10 - 11 12 13 14 15 16 17 18 19 20 • • • MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES laBIANC 7C of 7C 93-41 -090 C PROJECT 300' LRT-1.8 S.S. DATE 10/14/93 CUSTOMER CELLULAR ONE DM1• CMM SITE SOUTH YARMOUTH, MA. CHK'D. D(1 JJ DATE DESCRIPTION REV. R MARK REF. DRAWING COLOR PACKING E QTY. MATERIAL R TOTAL OTY On PKG. V M NO. NUMBERE O W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKCS. 1 DBI SAFETY CLIMB MATERIAL 2 "CABLE TYPE" 3 4 1 A9109 TOP BRACKET ASSEMBLY L70 5 1 A1915 BOTTOM BRACKET ASSEMBLY L90 6 11 A9116 CABLE GUIDE L105 7 1 A9117 SLEEVE L38 8 1 A9102 BELT LA902 9 1 A0019 RING CONNECTOR 511107 10 11 -- 12 310 LF A655 CABLE 3/8 EHS 13 14 15 16 17 18 19 20 • • • 6 LQB1AIVC MATERIAL LIST SHEET N0. FILE NO. SERIES NOTES - 1D of 3D 93-41 -090 p PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHK). i,'yj� DATE DESCRIPTION REV. 1 DOUBLE AMPS PLATFORM U/, I REF. DRAWING COLOR PACKING R MARK T TOTAL E QTY. MATERIAL R OTY. OTY. PKG. V M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKG. PKG'S. 1 6 600-315-2B SUPPORT WELDMENT 6'-3 3/4 6600-315-28 0 — — — 4585 2 6 600-315-3B L 5 X 3 X 1/4 X 15*-6 1/8 6600-315-3B 0 — — — 657# 3 3 600-315-4 CORNER POST 7'-0 8600-315-4 0 — — — 1415 4 6 600-315-5 L 3 X 3 X 1/4 X 2'-9 1/8 8600-315-5 0 — — — 845 5 6 600-315-9L L 3 1/2 X 2 1/2 X 1/4 X 2'-4 1/8 6600-315-9 1 — — — 725 6 6 600-315-9R L 3 1/2 X 2 1/2 X 1/4 X 2'-4 1/8 6600-315-9 1 — — — 725 7 3 600-315-10 L 3 X 3 X 1/4 X 3'-7 1/4 8600-315-10 0 — — — 575 8 3 600-315-11A L 3 X 3 X 3/16 X 15'-6 1/8 6600-315-11A 0 — — — 1855 9 3 600-315-12A L 3 X 3 X 3/16 X 15'-6 1/8 6600-315-12A 0 — — — 1855 10 6 600-315-13A L 2 X 2 X 1/4 X 7'-10 1/16 6600-315-13A 0 — — — 1615 11 9 600-315-19 ANTENNA MOUNT WELDMENT 7-0 6600-315-19 1 — — — 3065 12 6 600-315-32 C6 X 10.5 WELDMENT 5'-4 1/4 6600-315-32 0 — — — 3765 13 6 600-315-33 L 3 X 3 X 1/4 X 2'-2 1/4 6600-315-33 0 — — — 695 14 3 1.81377-29 STUB CORNER POST 2'-5 1.861377-29 0 — — — 515 15 6 600-315-17A 1 X 3/16 X 19w4 GRATING 5'-9 5/8 8600-315-17A 0 — — — 6315 16 6 600-315-18L 1 X 3/16 X 19w4 GRATING 5'-4 5/16 8600-315-18 0 — — — 3845 17 6 600-315-18R 1 X 3/16 X 19w4 GRATING 5'-4 5/16 6600-315-18 0 — — — 38455 18 19 20 • • • anSHEET NO. FILE NO. SERIES NOTES lizeilANC MATERIAL LIST 2D or 3D 93-41 -090 D PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 CUSTOMER CELLULAR ONE OWN. KLE SITE SOUTH YARMOUTH, MA CHKO. letvg DATE DESCRIPTION REV. 1MISC. REF. DRAWING COLOR PACKING R MARK TOTAL E T QTY. MATERIAL R on. on. PKG. V M E 0 W 0+W WEIGHT PER OF No. NO. NUMBER DESCRIPTION LENGTH V PKC. PKCS 1 1 600-353 STUB BEACON WELDMENT 1'-11 7/8 B600-353 1 - - - 42# 2 1 1.81377-30 STUB ANTENNA MOUNT 1'-11 7/8 1.881377-30 0 - - - 42# 3 4 SP020-1 PL: 3/8 X 2 1/2 X 1'-1 3/4 SPB020-1 0 - - - 16# 4 5 - 6 6 1.81377-25 2' STANDOFF MOUNT 2'-0 1.881377-25 0 - - - 210// 7 6 1.81377-26 4'-4" STANDOFF MOUNT 1.881377-26 0 - - - 360# 8 6 1.81377-27 STIFFARM BRACKET 1'-0 1.861377-27 0 - - - 85# 9 6 1.881377-28 L 3 X 3 X 1/4 X 3'-9 5/16 1.861377-28 0 - - - 114# 10 11 3 PIPE 2 3/8 O.D. (SCH 80) X 13'-6 BLANK MATERIAL _ _ _ _ 213ff GALVANIZED 12 3 PIPE 2 3/8 O.D. (SCH 80) X 17'-0 BLANK MATERIAL _ _ _ _ 270// GALVANIZED 13 14 15 16 17 18 19 20 • • • UMW MATERIAL LIST 3D 9 SHEET NO. FILE SERIES NOTES \\yY// VV of 3D 93-41 -090 D PROJECT 300' LRT-1.8 S.S. DATE 10/18/93 CUSTOMER CELLULAR ONE OWN. RAC SITE SOUTH YARMOUTH, MA CHKO' ���'YJ DATE DESCRIPTION REV. I AMPS PLATFORM ® 200' , REF. DRAWING COLOR PACKING RTMARK E QTY. MATERIAL R TOTAL QTY. QTY. PKG. V M NO. NUMBER E 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKG'S. 1 3 1.81377-15 PLATFORM FRAMING WELDMENT 4'-7 7/16 1.861377-15 0 - - - 198# 2 3 1.81377-16 1 4 X 4 X 3/8 21'-2 3/4 1.861377-16 0 - - - 654(/ 3 3 1.81377-17 L 4 X 4 X 3/8 14'-2 1/4 1.881377-17 0 - - - 438// 4 3 1.81377-18 CORNER POST WELDMENT 7'-0 1.881377-18 0 - - - 105// 5 3 1.81377-19 L 3 X 3 X 1/4 1'-7 5/8 1.881377-19 0 - - - 33# 6 3 1.81377-20 FLOOR GRATING 20'-O 1.881377-20 0 - - - 714/ 73 1.81377-21 L 2 X 2 X 1/4 21'-2 3/4 1.881377-21 0 - - - 213# 8 3 1.81377-22 l 2 X 2 X 1/4 21'-2 3/4 1.861377-22 0 - - - 213# 9 6 1.81377-23 L 2 X 2 X 1/4 3'-6 1.881377-23 0 - - - 72# 10 12 1.81377-24 L 2 X 2 X 1/4 5'-7 1.881377-24 0 - - - 228# 11 3 PIPE: 2 3/8 0.D. (SCH.40) 7'-0 BLANK MAT'L. GALV. - - - - 809 12 13 14 15 16 17 18 ‘ , 19 I 20 �\ • • • k MATERIAL LIST SHEET NO. FILE SERIES NOTES 4V// V V of 3E 93-41 -090 E • PROJECT 300. LRT-1.8 5.5. DATE 10/20/93 CUSTOMER CELLULAR ONE OWN. KLEy� SITE SOUTH YARMOUTH. MA CHKD. fi•/ DATE DESCRIPTION REV. 1 HARDWARE REF. DRAWING COLOR PACKING MARK TOTAL E T QTY. MATERIAL R OM OM PKG. V M NO. NUMBER E 0 w o+w WEIGH. PER OF NO. DESCRIPTION LENGTH PKG. PKC'S. 1 6 A1891 A325 BOLT ASSEMBLY 1 X 6 N—LKW 2 500 ---- A325 BOLT ASSEMBLY 3/4 X 4 1/4 N—LKW 3 90 AB340 A325 BOLT ASSEMBLY 3/4 X 4 4 75 AB333 A325 BOLT ASSEMBLY 3/4 _X 3 3/4 5 65 AB332 A325 BOLT ASSEMBLY 3/4 X 3 1/2 • 6 35 A8331 A325 BOLT ASSEMBLY 3/4 X 3 1/4 7 240 AB323 A325 BOLT ASSEMBLY 3/4 X 2 3/4 8 180 AB322 A325 BOLT ASSEMBLY 3/4 X 2 1/2 9 375 AB321 A325 BOLT ASSEMBLY 3/4 X 2 1/4 10 115 AB320 A325 BOLT ASSEMBLY 3/4 X 2 11 115 A228 FLATWASHER 3/4 0 (REG) 12 115 , AB531 A325 BOLT ASSEMBLY 5/8 X 3 1/4 13 165 A8530 A325 BOLT ASSEMBLY 5/8 X 3 14 40 AB522 A325 BOLT ASSEMBLY 5/8 X 2 1/2 15 245 AB521 A325 BOLT ASSEMBLY 5/8 X 2 1/4 16 415 AB520 . A325 BOLT ASSEMBLY 5/8 X 2 17 575 AB513 A325 BOLT ASSEMBLY 5/8 X 1 3/4 18 25 AB512 A325 BOLT ASSEMBLY 5/8 X 1 1/2 19 111 A180 FLATWASHER 5/8 0 (REG) 20 15 Al2 3/8 RING FILL FOR 1/2 0 BOLT • • • 6 MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES ��C 2E OF 3E 93-41 -090 E PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 CUSTOMER CELLULAR ONE owns. KLE SITE SOUTH YARMOUTH, MA CHK O' et0/1 J DATE DESCRIPT1ON REV. 1 HARDWARE REF. DRAWING COLOR PACKING R T QTY. MARK MATERIAL R TOTAL OTY. OTY. PKC. V M NO. NUMBER E 0 w O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKC'S. 1 70 AB121 A325 BOLT ASSEMBLY 1/2 X 2 1/4 2 40 A8113 A325 BOLT ASSEMBLY 1/2 X 1 3/4 3 35 AB112 A325 BOLT ASSEMBLY 1/2 X 1 1/2 4 5 A36 GRD. 5 BOLT ASSEMBLY 3/8 X 1 1/2 NUT-LKW 5 255 A35 GRD. 5 BOLT ASSEMBLY 3/8 X 1 1/4 NUT-LKW 6 7 190 A9998 GRATING CLIP GG-1A 8 9 2 HILTI KWIK BOLT 1/2 X 3 3/4 #12-334/5500056 10 11 26 A9003 THREADED ROD 3/8 0 6'-O S.S. 12 380 . A8930 NUT 3/8 0 S.S. 13 380 A8931 LOCKWASHER 3/8 0 S.S. 14 15 16 17 18 •19 20 + ;...w. • •. I . MATERIAL LIST SHEET NO. FILE NO. SERIES NOTES taint 3E of3E 93-41-090 E PROJECT 300' LRT-1.8 S.S. DATE 10/20/93 CUSTOMER CELLULAR ONE Off. KLE SITE SOUTH YARMOUTH, MA cHK Dain DATE DESCRIPTION REV. HARDWARE I REF. DRAWING COLOR MARK PACKING R TOTAL E QTY. MATERIAL R on. orr. PKG. V M NO. NUMBERE 0 W O+W WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKG'S. 1 14 A99656 RJ-BOLT ASSEMBLY 5/8 X 6 2 3 45 A99610 RU-BOLT ASSEMBLY 5/8 X 3 1/4 4 5 A99611 RU-BOLT ASSEMBLY 5/8 X 3 3/4 5 21 A99614 RU-BOLT ASSEMBLY 5/8 X 4 3/4 6 12 A99615 RU-BOLT ASSEMBLY 5/8 X 5 1/4 7 8 130 A99655 SU-BOLT ASSEMBLY 3/8 X 2 3/4 S.S. 9 10 24 A99630 SU-BOLT ASSEMBLY 5/8 X 4 7/8 11 12 A99632 SU-BOLT ASSEMBLY 5/8 X 6 5/8 12 12 . A99634 SU-BOLT ASSEMBLY 5/8 X 9 3/4 13 14 6 A99645 45 ' U-BOLT ASSEMBLY 5/8 X 4 7/8 15 16 17 18 19 20 • 11. IQ��1� MATERIAL LIST SHEET LS 1 LS FILE N0. SERIES NOTES oF 93-41 -090 LS PROJECT 300' LRT-1.8 S.S. DATE 10/5/93 CUSTOMER CELLULAR ONE DWN. KLE SITE SOUTH YARMOUTH, MA CHK O. .3() l) DATE DESCRIPTION REV. I REF. DRAWING COLOR PACKING MARK E E QTY. MATERIAL R TOTAL OTT. OM PKG. V M N0. NUMBER E 0 W o w WEIGHT PER OF NO. DESCRIPTION LENGTH V PKC. PKG'S. 1 1 EG & G MEDIUM INTENSITY STROBE LIGHT KIT (FLASHGUARD #2000) 2 FOR A'.3O0' LRT-1.8 3 4 350 L.F. CABLE FOR THE ABOVE KIT 5 6 7 8 - ; 11 Iri 12 13 :c ' 14 • ,I • 15 16 17 18 19 • 20