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Home My WebLink AboutAntenna Installation RECEIVED TOWN OF SOUTH WINDSOR STAFF SITE CHANGE ?014 FOR SITE& SUBDIVISION 50lITH WIPJDSOR PLANNING DEP7 GENERAL: CHANGE ORDER CONTACT PERSON Simon J. Brighenti,Jr. Phone No. (413)747-1773 Address 280 Trumbull Street Hartford, CT 06103 Site Name Water Tank 2990 Ellington Road P&Z No. Owner CT Water Co.,93 W. Main Street Clinton, CT Phone No. Contractor EBI Consulting Signature of Owner See 49gghed Date Signature of Design Engr. Date CHANGE: (Describe location and nature of change. Include Four(4)copies of plan/profile of Change.) Attach three new antennas and associated cabling and equipment as described and depicted on the accompanying plans. Reason for Change: (Why is change required) Technology update. APPROVALS: (As Required) Dir. Of Planning (1,4,1:54 A Date 1,I 1 Y Town Engineer ,)l� Date T�lam//Lj Dir. of Public Works Date Other: Date STAFF COMMENTS: White—Town Engineer Yellow—Applicant Pine—Director of Planning Goldenrod—Engineering Department Connecticut Water Company 93 West Main Street C##jjgejj.PyjffjgjPp Clinton, CT 0641 3-1 600 Office:860.669.8636 Fax:860.669.9326 Customer Service:800.286.5700 September 3, 2014 The Town of South Windsor Attn:Town Planner Michele R. Lipe 1540 Sullivan Ave, South Windsor, CT 06074 Re: Letter of Authorization to Pursue Jurisdictional Approvals for Modification of Antenna Facilities at Site#:CTHA191B Address:2990 Elington Road,South Windsor, CT 06074 Dear Ms. Michele Lipe: I,Al Braig, on behalf of The Connecticut Water Company, hereby grant EBI Consulting(Agent)and T- Mobile(Wireless Carrier)authority to discuss with the Town and obtain any necessary approvals and permits for the modification of wireless equipment to the above referenced site. Should you have any questions please do not hesitate to contact me at(860) 664-6058. Sincerely, C Al Braig The Connecticut Water Company �� '� Printed on recycled paper EBI Consultin 21 B Street 9 Burlington, MA 01803 Tel:(781)273-2500 environmental I engineering I due diligence Fax:(781)273-3311 www.ebiconsulting.com STRUCTURAL ANALYSIS REPORT August 19, 2014 T-Mobile, USA 35 Griffin Rd South Bloomfield, CT 06002 Attention: Mark Richard Subject: 700MHz Upgrade Project Site#: CTHA191 B EBI Reference#: 81140833 Site Name: South Windsor_WT Address: 2990 Ellington Rd, South Windsor, CT 06074 Dear Mr. Richard: In accordance with your request, EBI Consulting's structural engineers have reviewed the available documentation for the above site in order to assess its capability for supporting the structural loads from the proposed antennas, remote radio units, coaxial cables, and related equipment. This analysis is in accordance with the following design codes governing this project: • International Building Code, 2003 with CT 2005, 2009,2011, and 2013 amendments • ASCE 7-05 • AISC Steel Construction Manual, 131h Edition • ANSI/TIA-222-F Three Commscope SBNHH-1 D65C(96"x11.9x7.1 at 75 Ibs) antennas are proposed to be mounted to proposed 2-7/8"outer diameter sch.40 mast pipes with (1) in each sector at a centerline elevation of 100'-0". In the Alpha sector, one proposed RRUS11 1312 will be mounted on the ground and there will be (2)proposed 1 5/8"coax cables. In the beta and gamma sectors, two proposed RRUS11 B12's will be mounted below the proposed antennas on the same mast pipe with (1) in each sector. EBI Consulting has reviewed the photos from the site visit performed on July 28,2014,the Construction drawings prepared by Atlantis Group, dated June 8, 2013, and the Structural Analysis report prepared by Atlantis Group, dated May 10, 2013. Each proposed antenna mast pipe will be mounted to the side of the water tank with two Commscope P/N WT-MSM3-B mounting brackets, or approved equivalent,with each bracket spaced 5'apart. Each mounting bracket will be connected to the water tank with (8) 1/4" capacitor discharge stud bolts, with(4) bolts on each side of the mounting bracket. Based on the information available to us, it is our opinion that the proposed antenna mounting system and existing water tank have sufficient capacity to support the structural loads imposed by the final configuration of the proposed antennas, coaxial cables, and related equipment listed herein. Our analysis relies upon the condition that the structures were properly designed, analyzed, and constructed to building code requirements,that the structures have not been adversely modified, and that the structures remain in sound structural condition. EBI shall be notified immediately should any of these conditions be found not to exist.All proposed equipment shall be installed in accordance with the EBI Consul i n 21 6 Street t Burlington, MA 01803 Tel:(781)273-2500 environmental I engineering I due diligence Fax:( 273 www.ebicononsulting.com.com manufacturer's requirements. No structural qualification is made or implied by this report for existing structural members not supporting the proposed installation. Please feel free to contact our office should you have any questions. t1011fIrrarrr� caN .- Sincerely yours, <<. pF�____. EBI Consulting -- ` August 19, 2014 v�, NO3011 T7 . rItt,U� Brandon Kelsey, T. Richard L. Peterman, P.E. ��,r��,j�'ENS_••G��'�� Professional Engineer Attachment: Photograph Log, calculations EBI Con sulting 21 B Street Burlington, MA 01803 Tel:(781)273-2500 environmental engineering I due diligence Fax:(781)273-3311 www.ebiconsuIting.com PHOTOGRAPHLOG Photo I: Existing water tank. . K Photo 2: T-Mobile existing antenna. ; F :S f� EBI Consultin 21 B Street Burlington, MA 01803 Tel:(781)273-2500 ,,4 Fax:(781)273-3311 environmental I engineering due diligence www.ebiconsulting.com STRUCTURAL DESIGN PARAMETERS BUILDING CODE: 2003 IBC WITH CT 2005,2009,2011,2013 AMENDMENTS ASCE7-05 TIA-222-F OCCUPANCY CATEGORY: II(telecom),IV(water tank) LIVE LOADS: Roof: 20 PSF SNOW LOADS: GROUND SNOW LOAD,Pg: 30 PSF EQUATION 7-1 FLAT ROOF CONVERSION FACTOR: 0.7 SNOW EXPOSURE FACTOR,Ce: 1.0 THERMAL FACTOR,Ct: 0.9 SNOW LOAD IMPORTANCE FACTOR, Is: 1.0 TANK FLAT ROOF SNOW LOAD,Pf: 20 PSF WIND LOADS: BASIC WIND SPEED(fastest mile),V: 80 MPH BASIC WIND SPEED(3 second gust),Vas 100 MPH IMPORTANCE FACTOR,I: 1.0 EXPOSURE CATEGORY: C INTERNAL PRESSURE COEFFICIENT: ±0.18 ICE LOADS: ICE THICKNESS 0.5 INCH BASIC WIND SPEED WITH ICE,Vi 69 MPH SEISMIC LOADS: COMPONENT IMPORTANCE FACTOR, Ip: 1.5 SPECTRAL ACCELERATION SHORT PERIOD,SS<_ 0.24 SPECTRAL ACCELERATION 1-SECOND PERIOD,S15 0.064 SITE CLASS: D SPECTRAL RESPONSE COEFFICIENT,Sps: 0.256 SPECTRAL RESPONSE COEFFICIENT,Sol: 0.102 SEISMIC DESIGN CATEGORY,SDC: B E B I Consulting 21 B S Street ss,Inc. Carrier: CTHA1le 21 B Street Site ID: CTHA191 B Burlington,MA 01803 environmental 1 engineering I due diligence 800.786.2346 This spreadsheet calculates the wind and ice forces on proposed equipment.Shaded fields indicated user data entry. Determine the wind loads on new equipment using TIA222 Rev F design code' sustained V= 80 mph(for appurtenances only,per TIA-222-F county listings) Height above grade= 100 ft,center of antennas Kz= 1.37 Wind importance factor,1= 1.00 qz= 22.5 psf,formula is 1*0.00256*Kz*VI Gh for lattice structure formula 1.16 see table below for occurrence-use value only when not at a cantilever or on a monopole Wind with ice/Wind ratio 0.75 Ice thickness 0.50 Ice density 56 pcf Calculate wind at face of proposed eau)pment using the TIA-222-F code revision' Front Front C. Side Side C. cant wind Wind at Wind at Weight Height Width Wind force Ice Load Description Depth(I.) Aspect ITIA222F Aspect TIA222F ilever or form on face, side,with Jibs) (in) (in) ( mono- Gh face,no wit ice on side,no ce ib or 0b or ratio Table 3) ratio Table 3) ice(Ib) 1 ( pl0 pale? ice pb) F. plf) Flat Appurtenances P.Commscope sbnhh-id65c 1 75 1 96 11.9 7.1 8.07 1.44 13.52 1.62 V 1.69 433 340.1 291.0 208.4 70.1 P.RRU511 B12 1 76 1 20 1 17 7 1 1.18 1 1.40 1 2.86 1.40 n 1 1.16 86 1 68.4 1 35.6 1 29.3 1 19.2 P.HSS3x3x1/4(1 LF) 1 8.75 1 12 1 3 3 1 4.00 1 1.40 1 4.00 1.40 Y 1.69 13 12.1 13.3 12.1 2.9 Round Appurtenances E.2-7/8"O.D.pipe(1 LF) 1 6 1 12.0 1 2.9 2.9 1 - 1.20 4.17 1 1.20 Y 1.69 11 10.0 10.9 1 10.0 2.8 Check proposed anchorage of antenna mounting system to watertank' Side Load is worst case,consider full wind load concurrent with full ice Maximum vertical shear reaction= 94 lb,from RISA batch reaction output,LCI Maximum x-direction shear reaction= 521 lb,from RISA batch reaction output,LCi Maximum z-direction tension reaction= 22 lb,from RISA batch reaction output,LC1 Maximum shear resultant reaction= 529.4 lb Maximum Moment reaction My= 608.0 lb-ft,from RISA batch reaction output,LC1 Bolt Moment arm,distance from bolt to side edge 6.0 in Prying action tension from My-- 1216.0 lb Maximum Moment reaction Mx= 82.0 lb-ft,from RISA batch reaction output,LCl Bolt Moment arm,distance from bolt to bottom edge 6.0 in Prying action tension from Mx= 164.0 lb Number of bolts 8 Number of bolts taking prying action for My 4 Number of bolts taking prying action for Mx 2 factor of safety 3 CD stud load shear strength 1300 for 1/4"bolts from table below Allowable shear reaction per bolt= 433 lb,from product data(reproduced below) Unity check,shear= 0.15<1,okay CD stud load trensile strength 1750 for 1/4"bolts from table below Allowable tension reaction per bolt= 583 lb,from product data(reproduced below) Unity check,tension= 0.67<1,okay � (T oppwd/T vW*able).(yov.,1Vol_.) CD STUD LOAD ST13ENGTHS MAXIMUM ULTIMATE MAXIMUM STUD STUD FASTENING TENSILE S1iEAR MATERIAL S/2'E TORC)UE fIflch LI sj- LOAD(Lbs.) LOAD(LbS.) G32 6 500... 375 f1-32 - ...__ 12 765 57' LOWCARQON. _---_-. ___-_ __- _..___.. COP?ER-FLASHED 114 20 S?EEL 43 IISp 1 t 1 4300 32$0_- C32 10_... 790 590 STAINLESS 70-21_ _ 20 I__._-- 126o __-_..- __-__..___ 940 STEEL: /1A 20 Y3 1530 115,0 304 ..._ 7`-' lfta0 2160 t26 3750 5350 3111la 166 4650 7t50 6-32 2.5�s-.� 200 - __ 125 n-3J ALUMINUM r 5 ALLOY, 10,24 105 L/A 21) 6.5 0 235 7700 �_ 21.5. 67 -.,_.. 0 wlr File:C:\Users\rmterman\Desktop\Temporary\TMO CTTurnkey\CTHA191B\Str-.I\Calculations\CTHA1910 Rev F wind and ice loads 5'apart bracketr I � Z X I I co 5 7 N10 i ' I I I ` I I ! i I I f 12A ! N � I �9 N8 I N11 N4 I i N3 I I Solution: Envelope ; EBI Consulting1 SK- 1 BK Antenna Mounting System Aug 14, 2014 at 3:36 PM 181140833 _ Member and Node Labels CTHA1s1D antenna mount pipe wi I .Y I i I Pr. antenna top connection 5 I -.038k 7 —IJ10 j 10' 2-7/8" O.D. Sch. 40 antenna mast pipe. i i 12" standoff antenna mounting bracket to mast pipe � 12A � I N13 Pr. antenna bottom connection 8" standoff mast pipe mounting brackets to water tank, 5' apart from each other 3" standoff RRUS -.038k mounting bracket 8 Ito mast DiDe f IV I I IVY -.076k Pr. RRUS connection II 11 Ij i 1 I N3 Loads: BLC 1, Dead Load Solution: Envelope r EBI Consulting SK-2 BK ' Antenna Mounting System Aug 14, 2014 at 3:37 PM 81140833 Applied Dead Loads CTHA191 D antenna mount pipe wi... Code Check No Calcl 1.0 .90-1.0 .75,90 50,75 0. 50 C) 5 7 IN<0 LO A,2A N13 LO it '48 <1�11 — '4 4 rn o ce) CD N3 Member Code Checks Displayed Solution: Envelope ' EBI Consulting SK-3 i BK Antenna Mounting System Aug 14, 2014 at 342 PM 81140833 Bending Unity Check CTHAI 91 D antenna mount pipe wi... Company EBI Consulting Aug.14,2014 Designer BK 3:42 PM Job Number 81140833 Antenna Mounting System Checked By: Hot Rolled Steel Properties Label E[ksi] G_[ksil Nu Therm(\1E..Density[k/ft... Yield ksi] Ry Fu ksi] Rt 1 A36 Gr.36 29000 1 11154 .3 .65 1 .49 i 1 36 5 1 58 1.2 ' 2 A572 Gr.50 1 29000 1 11154 1 .3I 65 1 49 1 50 1.1 65 1.1 3 A992 29000 1 11154 ! .3 .65 .49 50 1.1 65 1 1.1 4 i ASOO Gr_42 i 29(10n i 111.54 , 3 65 _49 1 42 1 4 5R 1 1.3 1 5 A500 Gr.46 1 29000 1 11154 .3 65 49 46 1 4 5 3 if 6 i A53 Gr.B(35 Ksi) i 29000 ; 11154 3 65 49 35 i 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Tvr-)-e Design List Material Design Rules A fin2 Iyy-rin4] Izz[in4l J[in4] 1 mast pipe I PIPE 2.5 ! Column I Pipe IA53 Gr.B(3...1 Typical I 1.61 1.45 1.45 2.89 2 HSS Tube HSS3x3x4 Beam 1 Tube A500 Gr.421_ Typical 2.44 3.02 3.02 5.08�; Hot Rolled Steel Design Parameters Label Shape Lenathrftl Lbyy[ft] Lbzz[ft Lcom topmft]Lcom bot ft L-tor ... Kyy Kzz Cb Function 1 M2 H_SS Tube 1 .75 Lateral i 2 M3 mast pipe 5 ;Lateral 3 M4 mast pipe 4.5 j Lateral p 5 M6 mast pipe 'e 1 S ! 1 Lateral 6 M7 L mast pipe ; 1 Lateral 7 M8 _i mast pipe 1 Lateral 8 M9 mast pipe 1 Lateral 9 M10 1 mast pipe 1 .25 Lateral 10 M11 HSS Tube i .75 Lateral 1 11 M12 1 mast pipe 2 i Lateral Joint Coordinates and Temperatures Label _ X[ft] _ Y[ft] Z[ft]_ Temp IF Detach From Diap... 1 ni n n n --n I V 1 V V V V 2 N3 0 0 75 0 3 N4 0 2.5 .75 0 4 N5 0 10 .75 0 5 N7 ( 0 9.5 75_. I 0 6 N8 0 3 7 i 0 _ 7 N10 0 9.5 i 1.75 0 8 N11 0 3 1.75 0 _ 9 N11A 0 1 .75 0 1 10 N12 0 1 1 1 0 i _11 N12A 0 5 0 0 12 N13 0 5 75 0 ! ; Joint Boundary Conditions Joint Labe X[k/in] Y klin] Z[k/in] X Rot.[k-ft/rad YRot.[k ftlrad] Z Rot.[k-ft/rad] Footing 1 N1 I Reaction Reaction 1 Reaction 1 Reaction % Reaction 2 N12A Reaction React[on Reaction Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 :Dead Load) Joint Label L.D,M _ Direction Magnitude k k-ft), in,rad) k s^2/f... N 10 �_ L 'i Y I -.038 , RISA-31D Version 11.0.1 [CA...\...\...\...\...1...\CTHA191 D antenna mount pipe with rrh 2 bracket 5 foot ap p Company EBI Consulting Aug 14,2014 Designer BK 3:42 PM Job Number 81140833 Antenna Mounting System Checked By: Joint Loads and Enforced Displacements (BLC 1 :Dead Load) (Continued) Joint Label L D M Direction Ma nitudef(k,k-ftl,(in,radl (k*s^2/f.. 2 I N 11 L__ Y I -.038 ! 3 1 N12 L I Y -.076 J Joint Loads and Enforced Displacements (BLC 2:Ice Load) Joint Label L D M Direction Ma nitude[(k,k-ft),(in,rad) k*SA 2/f... 1 N 10 L Y -.035 2 N11 L Y i 035 3 N 12 L Y -.019 Joint Loads and Enforced Displacements (BLC 3 : Wind Load Side w/NO ICE) Joint Label L D,M Direction Magnitude[k k-ft_(inLad),(k*s^2/f... 1 ! N10 L X -.146 2 N11 L X 146 3 N 12 ! L X -.036 Joint Loads and Enforced Displacements (BLC 4: Wind Load Side w/ICE) _ Joint Label L D M Direction Magnitudef(k.k_ft1 din rad k*s^2(f... 1 N 10 ! L X -.104 2 N11 L X -.104 3 N 12 - L X -.029 Joint t Loads and Enforced Displacements BLC 5: Wind Lo ad Front w/N1 ICE) Joint Label L.D,M Direction Magnitude[k,k-ft in rad k*s^2/f.- 1 1 N 10 �- L ! Z -.217 - - L 2 Joint Loads and Enforced Displacements (BLC 6: Wind Load Front w/ICE) Joint Label L D M Direction Magnitude[(k•k-ft1(in rad 1 1 1 N 10 L Z -.17 2 _� _ N11 _ L Z L Z -068 Member Distributed Loads (BLC 2: Ice Load) Member Label Direction Start Magnitude[k/ft,Fj End Magnitude k/ft F]_ Start Location[ft%1 End Location[ft%1^ 1T_ M8 Y -.003 -.003 0 T- 0 L 2 M9 Y 1 -.003 1 -.003 0 0 _3 1 M3 Y -.003 1 -.003 0 0 4 j M4 Y -.003 -.003 1 0 0 5 M5 Y -.003 -.029 03 - 0 0 6 M6 Y -.003 i _ -.003 1 0 ; 0 7 M10 Y -.003 -.003 0 0 8 _ M7 _ Y_ -.003 _ ( -.003 0 _ 0 _ . 9 M2 Y -.003 -.003 0 0 10 M 12 i Y -.003 -.003 0 ( 0 11 I_ M11 Y -.003 _ -.003 0 0 Member Distributed Loads(BLC 3 : Wind Load Side w/NO ICE) Member Label Direction Start Magnitude k/ft,F] End Maonitude k/ft F] Start Location[ft%1__End Locationfft.%1 _ 1 _ M2 X -.013 -.013 0_ 0 C 2 1 M8 X 1 -.011 -- -011 I 0 j 0 3 , M3 X -.011 -.011 0 ! 0 4 M4 X I -011 I -011 i 0 0 RISA-3D Version 11.0.1 [CA...\...\...\...\...\...\CTHA191 D antenna mount pipe with rrh 2 bracket 5 foot app Company EBI Consulting Aug 14,2014 Designer BK 3:42 PM Job Number 81140833 Antenna Mounting System Checked By: Member Distributed Loads (BLC 3 : Wind Load Side w/NO ICE) (Continued) Member Label Direction Start Ma nitudelk/ft,F] End Magnitude[k/ft F] Start Location[ft%] End Location[ft%o1 5 M9 X -.011 .011 0 -, 0 6 M5 X i -.011 -.011 _ 0' 0 ! 7 M6 X -.011 -.011 0 0 !8_ M10 T X I -.011 -011 0 0 9 M7 X -.011 _! -.011 0 0 10 Mil X i -.013 -.013 i 0 ! 0 11- -- - --M12-- --i ---X - -- --.011 --- --- -.011 -'- ---0-- - -- - Member Distributed toads (BLC 4 : Wind Load Side w/ICE) Member Label Direction Start Magnitude k/ft F];End Magnitude k/ft,F] Start Location[ft O/ End Location[ft%1_ 1 M2 ! X -.012 1 -.012 0 0 2 M8 X I -.01 I -.01 0 0 3 M9 X -.01 ! -.01 _ 0 _ 0 4 M 10 X i -.01 ' -.01 0 0 5 M3 X 1 -.01 -.01 0 0 6 M4 X -01 0 0 7 M5 i X -.01 -.01 0 0 `8 1 M6 X i -.01 -.01 0 0 1 I 9 M7 X -.01 -.01 0 0 10 Mil i X -.012 -.012 _ 0 0 1 11 M 12 X -.01 -.01 0 0 Member Distributed loads (BLC 5: Wind Load Front w/NO ICE) _ Member Label Direction Start Magnitude[k/ft,Fl End Magnitude k/ft,Fl Start Location[ft,%] End Location[ft%]_ 1 M3 Z -.011 -.011 0 0 2 i M4 '7 -.011 -.011 0 0 3 M5 Z -.011 -.011 0 0 T 4 M6 i Z -.011 -.011 0 0 5 M7 Z -.011 -.011 0 0 y! 6 M12 Z -.011 -.011 0 0 i Member Distributed Loads (BLC 6: Wind Load Front w/ICE) Member Label _ Direction Start Magnitude k/f ft.F] End Ma nitude[k/ft F] Start Location ft 0/61 End Location ft[ ./ol 1 M3 Z i -01 -01 0 0 2 M4 Z -.01 -.01 0 0 3 ! M5 Z -.01 -.01 0 0 4 M6 Z -.01 -.01 0 0 5 M7 Z -.01 -.01 0 0 6 - M 12 Z -.01 I -.01 I _ 0 0 Basic Load Cases ___BLC Description Category_-__ X Gravity Y Gravity_Z Gravity_ Joint _Point D__istribut..Area M...Surface._ 1 Dead Load DL i -1 3 2 Ice Load _ 01-1 _ 3 11 3 i Wind Load Side w/NO ICE WLX 3 11 4 _Wind Load Side w/ICE O'L2 I _ 3 11 5 i Wind Load Front w/NO ICE WLZ 3 6 6 (Wind Load Front w/ICE, 013 3 I 6 Load Combinations escnotion o..P Fac..BLCFaa.BLCFac..BLTc_. S...BLCFac..BLCFac..BLCFac..BLCFac..BLC ! I -�- 1 1.ODL+ 1.OWLx No Ice ;Yes[ Y 11 3 1� -11 2 1 1.ODL+ 1.0Di+ 1.OWLx with Ice Yes! Y 1 ! 1 i 2 ! 1 14 I 1 I I RISA-31D Version 11.0.1 [CA...\...\...\...\...\...\CTHA191D antenna mount pipe with rrh 2 bracket 5 foot ap i$ Company : EBI Consulting Aug 14,2014 Designer BK 3:42 PM Job Number 81140833 Antenna Mounting System Checked By: Load Combinations (Continued) Description Sol...P... S...BLC 3 1.ODL+ 1.OWLz No Ice Y ! 1 IF1c..B5CF1c..BLC!Faa.BLCFac..BLCFac..BLCFac..BLCFac..BLC Fac... 4 1.ODL+ 1.ODi+ 1.OWLz wlth Ice !Yes Y I 12 , 1 i 6 1 j 5 1.ODL Yes Y 1 1 i 1 Envelope RISC 13th(360-05):ASD Steel Code Checks Member Sha e Code Check Loc ft LC Shear...Loc[ft] Dir LC Pnc%m[k]Pnt/om[k]Mnyy/om...Mnzz/om...Cb Eqn �1_ M2 HSS3x3x4 .064 0 !3 022 75 v 3 161.119 ! 61.365 5.198 5.198 H 1 1 b 1 2 M3 PIPE 2.5 .001 5 11 I .001 5 1 2.393 2 393 ' 33.674 i 33.743 1 !2•••iH1-1b 3 _ M4 PI PE 2.5 453 4.5 C 3 093 4 5 i 1 28.59 133.743 1 2.393 1 2.393 4 M5 PIPE 2.5 .115 0 1 ' .051 0 1 33.674 33.743 2.393 2.393 il•••'H1-1b 5 M6 PIPE 2.5 090 0 11 .050 0 1 1 33.127 133.743 2.393 1 2.393 1••• 1-11-1b' 6 M7 PIPE 2.5 ' 034 0 3 i .050 i 0 1 33.468 133.743 2.393 2.393 i 1�1-111 b! 7 M8 i PIPE 2.5 '! 066 0 1 1 016 0 1 133.468 133.743 1 2.393 2.393 i1... H1-1b 8 M9 PIPE 2.5 .066 0 1 1 .016 ! 0 I 11 33.468 133.743 1 2.393 1 2.393 i1-•• H1-1b! 9 M10 1 PIPE 2.5 ! 011 O 41 ,010 1 0 1 12 33.725 33.743 1 2.393 2.393 11••-11-11-1b' 10 M11 HSS3x3x4 1 .143 .75 ,3 .036 O v 13 ; 61.119 161.365 5.198 5.198 11-••�1-11-1b 11 M12 PIPE 2.5 .355 1 0 1 1 .062 0 1 l 1 1 32.656 33.743 2.393 2.393 11•••�H1-1b Envelope Joint Reactions ___Joint X[� LC Y[k] LC Z k LC I [k-ft]TC MY[k-ft] LC MZ[k-ft] LC 1 N1 max'; 0 3 ! .226 1 2 136 3 327 3 .059 11 0 1 2 i min -.038 1 ( -.352 ! 3 i .022 ' 5 -.126 1 2 ! 0 i 3 0 1 1 3 N12A max! .521 1 ! .583 j 3 .494 3 1 .29 3 1 .608 1 1 0 1 4 min ' 0 3 .094 1 i -.037 12 -.132 2 0 3 0 1 5 Totals: maxi .482 1 1 .362 ! 2 63 1 3 1 1 6 min ! 0 1 3 1 .232 3 ,-0 2 RISA-31D Version 11.0.1 [CA...\...\...\...\...\...\CTHA191 D antenna mount pipe with rrh 2 bracket 5 foot apd?bj*} Company EBI Consulting Aug 14,2014 Designer BK 3:43 PM Job Number 81140833 Antenna Mounting System Checked By: Joint Reactions (By Combination) LC Joint Label X fkh Y k] Z k MX Ik-ftl MY rk-ftj MZ k-ft 1 NI i -.038 138 .022 -.079 059 0 2 j 1 i N12A j 0 _ Totals: .482 .232 0 4 ; 1 1 COG(ft): X:0 Y:3.998 Z- 1 164 5 2 N1 -.024 .226 i .037 -.126 046 0 N12A i .401 136 1 -037 -132 456 1 0 7 1 2 Totals: .377 1 .362 0 8 2 1COG(ft): X: 0 Y:4.372 Z: 1.226 ! I 9 3 N 1 I 0 -352 136 .327 0 0 110 _3 N12A 0 1 .583 .494 j .29 0 0 j 11 3 Totals: 0 232 63 12 3 COG(ft)L X.-0 j Y.3.998 Z: 1.164 13 N 1 i 0 -.166 13 2 0 0 14 N12A �0 .528 378 j .165 - 0 0 1 15 4 Totals: 0 .362 .508 16 4 COG ft : X: 0 Y:4.372 Z: 1.226 17 5 N1 0 .138 .022 -.079 0 0 188 5 N12A 0 094 1 -.022 1 -082 0 0 199 5� Totals: 0 .232 I 0 20 5 COG(ft): 1 X: 0 Y• 3.998 ' Z: 1.164 RISA-3D Version 11.0.1 [CA...\...1...\...\...\...\CTHA191D antenna mount pipe with rrh 2 bracket 5 foot apip APPLICANT: T-Mobile Noftheast LLC T-Mobile Northeast, LLC l 35 GRIFFIN ROAD SOUTH BLOOMFIELD, CT 06002 C T H A 1 91 B 860.692.7100 C T H A 191 /S WINDSOR Y Y T PREPARED BY: 2990 ELINGTON ROAD EBI Consulting SOUTH WINDSOR, CT 06074 21 B Street I Burlington,MA 01803 CONFIGURATION Tel:(781)273-2500 1 Fax:(781)273-3311 MODIFICATIONS TO AN EXISTING WIRELESS www.ebiconsullng.com 702CC ,�►N!trrTELECOMMUNICATIONS FACILITY CON GF•L. �'�Fo�••,,, GENERAL NOTES VICINITY MAP O SHEET INDEX Pio ,~,� G . 1. THE CONTRACTOR SHALL GIVE ALL NOTICES & COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS & ;`f *` t':•: • '• LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL& UTILITY COMPANY SPECIFICATIONS, & LOCAL& �_ SHEET DESCRIPTION �' '. •t �� i 'e:,. STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE rIJ � .�oa i PROJECT&THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, `•% 4 • �i/!! REGULATIONS, & ORDINANCES. _ ..t T-1 TITLE SHEET �i�Tf(i'r,, �•t-��.••••`�,�� 2 DOCUM NTTHE ISETHEECOMPLETE SCOPE F WORK. THE RCONTRACTOR BIDDINGT NGINEER HAVE ME EVERY EFFOT TO SET FORTH INTTHE JOB ISU NEVERTHELESS�CT _ •I('••'A•••��i ��`1 CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS & OR SPECIFICATIONS SHALL NOT EXCUSE r. `' z A-1 COMPOUND PLAN rAr H SAID CONTRACTOR FROM COMPLETING THE PROJECT& IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF r: / 111 11 THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE PROJECT - SI I.T''T E. - A-Z TOWER ELEVATION AND ANTENNA ORIENTATIONS OWNER'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. A-3 EQUIPMENT SPECS. & DETAILS 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR &ALL OTHER • ,- MATERIALS & LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. ea t •-< E-1 GROUNDING SCHEMATIC, DETAILS AND NOTES 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS &TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ENGINEER STAMP/SIGNATURE ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2 r ', '- 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT OWNER'S REPRESENTATIVE TO PROCEED THIS DOCUMENT IS THE DESIGN PROPERTY < _ r WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION .-s _ E Yw< & COPYRIGHT OF EBI CONSULTING& FOR DRAWINGS/CONTRACT DOCUMENTS. THE EXCLUSIVE USE BY THE TITLE CLIENT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT& MATERIALS ACCORDING TO THE MANUFACTURER'S/ ANY DUPLICATION OR USE WITHOUT : EXPRESS WRITTEN CONSENT OF THE VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE £ 7" ,r �t CREATOR IS STRICTLY PROHIBITED. PRECEDENCE. i s rr _ B. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS &ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL SUBMITTALS INVOLVED WITH THE PROJECT. NO. DATE DESCRIPTION BY 9. THE CONTRACTOR SHALL SUPERVISE& DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SCOPE OF WORK PROJECT TEAM SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES& PROCEDURES & A 08/19/14 90% CONSTRUCTION SS FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS, T—MOBILE PROPOSES THE MODIFICATION OF AN EXISTING UNMANNED WIRELESS 0 09/10/14 FINAL SS TELECOMMUNICATIONS FACILITY: APPLICANT: T-MOBILE NORTHEAST, LLC. ESTABLISHING & MAIAINTAINING ALL LINES& GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS AS SHOWN HEREIN. 35 GRIFFIN ROAD SOUTH 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS& INSPECTIONS WHICH MAY BE 1. INSTALL (3) PANEL ANTENNAS ON NEW PIPE MASTS (1 PER SECTOR). BLOOMFIELD, CT 06002 REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT (860) 692-7100 AUTHORITY. 2. INSTALL (3) RRU'S AT ANTENNAS (1 PER SECTOR). ARCHITECT & ENGINEER: EBI CONSULTING 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, 21 B STREET PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK,THE CONTRACTOR SHALL 3. REUSE EXISTING EQUIPMENT AT GRADE. BURLINGTON, MA 01803 REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN & HAZARD FREE DURING CONSTRUCTION & 4. REUSE EXISTING ANTENNA CABLES. (781) 273-2500 EBI JOB NO: DISPOSE OF ALL DIRT, DEBRIS, RUBBISH & REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE SITE ACQUISITION: EBI CONSULTING 81140833 PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION & FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 21 B STREET SITE INFO: BURLINGTON, MA 01803 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. PROJECT INFORMATION (781) 273-2500 CTHA191 B 15.THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY CTHA191/S PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY THE LESSEE/LICENSEE SITE NAME: CTHA1 R_WT REPRESENTATIVE. CTHA191/S WINDSOR—WT CODE COMPLIANCE 16.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. SITE NUMBER: CTHA1916 2990 ELINGTON ROAD 17.ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS & EXISTING PLANS SOUTH WINDSOR, CT 06074 OF RECORD.THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE SITE ADDRESS: 2990 ELINGTON ROAD WORK. CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY SOUTH WINDSOR, CT 06074 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE EXCAVATION ACTIVITY, WITH THE CURRENT EDITIONS OF THE CODES AS ADOPTED BY THE LOCAL SHEET TITLE: 18.PER FCC MANDATE, ENHANCED EMERGENCY(E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS COORDINATES: LATITUDE: 41' 51' 25.50" N (NAD 83) GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER IMPLEMENTATION REQUIRES DEPLOYMENT OF LONGITUDE: 72' 30' 56.14" W (NAD 83) PERMIT WORK NOT CONFORMING TO THE LOCAL CODES: TITLE SHEET EQUIPMENT&ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BT PROPERTY OWNER: CT WATER COMPANY 1. 2005 CONNECTICUT BUILDING CODE WITH 2O09 AND 2011 AMENDMENTS. MODIFICATIONS TO E9 11 EQUIPMENT & LOCATION A TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS.RADIO CABINET. THE PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE 93 WEST MAIN STREET Know what's below. CLINTON, CT 06413 2. 2005 NATIONAL ELECTRICAL CODE. DRAWN BY: SHEEP N0:Call before you ® 72 HOURS PRIOR TO DIGGING, CONTRACTOR PARCEL ID: MAP: 128, LOT:7 3. UNIFORM MECHANICAL CODE, UNIFORM PLUMBING CODE, LOCAL BUILDING CODE. ss CIIQ. TO NOTIFY ALL UTILITY COMPANIES TO CHECKED BY: T (800) 922-4455 or 811 LOCATE ALL UNDERGROUND UTILITIES. CURRENT ZONING: ZONING: R—R PM 1 WWW.CBYD.COM 4. CITY AND/OR COUNTY ORDINANCES. DATE: 08/19/14 APPLICANT: -EXISTING T-MOBILE ALPHA SECTOR _ EQUIPMENT LEASE AREA PROPOSED D MOBILE ALPHA SECTOR RISTING T-Mobile Northeast T T C 4' MOUNTED M NEW ALPHA TO EXISTING ` _ -APPROX. T-MOBILE 1 U 1 Northeast, LLI� NOTES: A-3 T-MOBILE EQUIPMENT PAD U/G COAX EASEMENT 35 GRIFFIN ROAD SOUTH 1. REFER TO THE FINAL T-MOBILE RF DATA } i -PROPOSED T-MOBILE 1-5/8'COAX BLOOMFIELD, CT 06002 SHEET FOR FINAL ANTENNA SETTINGS. w CABLES (TOTAL OF 2) ROUTED U/G 860.692.7100 IN SPARE CONDUITS TO ANTENNA 2. ALL PROPOSED EQUIPMENT TO BE INSTALLED EXISTING CLEARWIRE- II. IN ACCORDANCE WITH CORRESPONDING CABINET -----------------ET II -�STRUCTURAL ANALYSIS, EQUIPMENT � h MANUFACTURER'S RECOMMENDATIONS AND EQUIPMENT CAABINEr `• /' \ ��` jf - PREPARED BY: FINAL T-MOBILE RF DATA SHEET. v E 11sui1 / EXISTING T-MOBILE VERTICAL-! 21 B Street I Burlington,MA 01803 / CABLE TRAY AT TANK FACADE \ Tel:(781)273-25001 Fax:(781)273-3311 WIRELESS www.ebiconsulfing.com / \ www.ebiconsultln com - '��, / 1 PROPANE TANK 1 EXISTING VERIZON O[ WIRELESS SHELTER \� �•••_. '•• �I EXISTING L WATER TANK I Az EXISTING PANEL- `\ /�/I;S•• • 1,�.••ti�i;,�� ANTENNAS (BY OTHERS) ♦ //, ,�••A MOUNTED TO TANK FACADE (TYP.) ---- ---- -------- I/ 3/ ♦` - --------- --- A-2 ♦/ � \ ENGINEER STAMP/SIGNATURE EXISTING T-MOBILE HORIZONTAL- CABLE TRAY AT TANK FACADE / \ \ / \ THIS DOCUMENT IS THE DESIGN PROPERTY / ► & COPYRIGHT OF EBI CONSULTING& FOR 1 t THE EXCLUSIVE USE BY THE TITLE CLIENT. 1 L T ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE EXISTING I CREATOR IS STRICTLY PROHIBITED. WATER TANK 1 N01 j SUBMITTALS 1 t N0. DATE DESCRIPTION BY t / A 08/19/14 90% CONSTRUCTION SS I / / 0 09/10/14 FINAL SS --EXISTING CLEARWIRE , APPROX. T-MOBILE_ `� MICROWAVE ANTENNA , U/G COAX EASEMENT �\ \ ,' / EXISTING T-MOBILE-, ••V �� -� ��o i/ BETA& GAMMA SECTOR __ EBI JOB NO: EQUIPMENT LEASE AREA `V -`�--------_-- �— 81140833 _ SITE INFO: - -EXISTING T-MOBILE VERTICAL CABLE TRAY AT TANK FACADE CTI IA1.71 B — CTHA191/S WINDSOR_WT 2990 ELINGTON ROAD SOUTH WINDSOR, CT 06074 SHEET TITLE: - EXISTING GRAVEL - - ACCESS ROAD FROM ELLINGTON ROAD COMPOUND PLAN -_ - — DRAWN BY: SHEET NO: SS APPROX. NORTH CHECKED BY: A _ 1 1 1 COMPOUND PLAN 11x17 SCALE: 1:20 DnrE: PM H 1 � 22x34 SCALE: 1:10 Qa/1s/14 EXISTING T-MOBILE 4' ANTENNA APPLICANT: EXISTING WATER- ' ON WATER TANK FACADE EXISTING WATER TANK- TANK NO.1 (TYP. OF i PER SECTOR, TOTAL OF 3) .. NO.2 EXISTING PANEL ANTENNAS PROPOSED T-MOBILE 8'PASSIVE ANTENNA ATTACHED TO NEW 1 2 3 NOTES: (BY OTHERS) MOUNTED T.) ANTENNA MOUNT MR. OF 1 PER \ -3) T-Mobile Northeast LLC TANK FACADE (TYPJ - SECTOR,TOTAL OF 3)WIIH A-3 A-3 A-3 A 1. REFER TO THE FINAL T-MOBILE RF DATA RRU's MOUNTED BELOW M. OF 35 GRIFFIN ROAD SOUTH SHEET FOR FINAL ANTENNA SETTINGS. i , PER SECTOR,TOTAL OF 2) TOP OF PROPOSED BLOOMFIELD, CT 06002 T-MOBILE PANEL ANTENNAS 860.692.7100 2. ALL PROPOSED EQUIPMENT TO BE INSTALLED ELEV. _ ,04-0 t A.G.L. IN ACCORDANCE WITH CORRESPONDING 1 _ - - C.L. OF EXISTING & PROPOSED STRUCTURAL ANALYSIS, EQUIPMENT PROPOSED T-MOBILE 8' - e '� _ T-MOBILE PANEL ANTENNAS 1 5 PASSIVE ANTENNA ATTACHED s ELEV. = 100'-0"f A.G.L. MANUFACTURER'S RECOMMENDATIONS AND - � PREPARED BY: FINAL T-MOBILE RF DATA SHEET. A-3 A-3 TO NEW ANTENNA MOUNT (FOR ALPHA SECTOR) — � -EXISTING T-MOBILE 4' ANTENNA ON FACADE { (TYP. OFRITANK PER SECTOR,TOTAL OF 3) I Consulting .I '. � �nrrcn^.+en:zllcrttr:-e:rg dic is Bence EXISTING CLEARWIRE 21 B Street I Burlington,MA 01803 PROPOSED T-MOBILE 1-5/8' MICROWAVE ANTENNA Tel:(781)273-2500 1 Fax:(781)273-3311 COAX CABLES(TOTAL OF 2) r www.ebiconsulting.com ROUTED ON EXISTING 1 VERTICAL CABLE TRAY ` EXISTING T-MOBILE HORIZONTAL 114111IIff1lf� CABLE TRAY AT TANK FACADE EXISTING T-MOBILE VERTICAL CABLE TRAY AT TANK FACADE -EXISTING T-MOBILE VERTICAL ��,"1 iv L' �Cl ��/��j CABLE TRAY AT TANK FACADE �Q�:�V��rr!! •.r{�.��vC i�L� co NOTES I %��'•• l�r 2�41 : �� 1. BETA NOT SHOWN FOR CLARITY. i T�•. ..r.�.•'�1�v�� EXISTING GRADE ELEV. - 0'-0"t A.G.L. 1 TOWER ELEVATION 11x17 SCALE: 1:30 2204 SCALE: 1:15 ENGINEER STAMP/SIGNATURE EXISTING T-MOBILE 4' ANTENNA-, EXISTING T-MOBILE 4' ANTENNA ON WATER TANK FACADE ` ON WATER TANK FACADE THIS DOCUMENT IS THE DESIGN PROPERTY (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TYP. OF i PER SECTOR, TOTAL OF 3) I &COPYRIGHT OF EBI CONSULTING & FOR ZP THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. P PROPOSED T-MOBILE 8' ATTTAAC D To ANTENNA SUBMITTALS ANTENNA MOUNT (FOR ALPHA SECTOR) NO. DATE DESCRIPTION BY 1 5 A-3 A-3 A 08/19/14 90% CONSTRUCTION SS EXISTING EXISTING WATER TANK �, WATER TANK 0 FINAL SS 09/10/14 NO SFp NO.2 � qzi roR 320 q EXISTING T-MOBILE 4' ANTENNA- ON WATER TANK FACADE EXISTING T-MOBILE 4' ANTENNA- i (TYP. OF 1 PER SECTOR, TOTAL OF 3) ON WATER TANK FACADE "_ _- EBI JOB NO: (TYP. OF 1 PER SECTOR, TOTAL OF 3) �- PROPOSED T-MOBILE 8' PASSIVE- %�—��_ - 81140833 ANTENNA ATTACHED TO NEW 1 2 3 5 ANTENNA MOUNT(TYP. OF , PER ,\ A-3 A-3 SECTOR,TOTAL OF 3) WrTH �l' EXISTING PANEL ANTENNAS SITE INFO: EXISTING PANEL ANTENNAS RRU'S MOUNTED BELOW (TYP. OF �Q/ (BY OTHERS) MOUNTED TO EXISTING T-MOBILE- (BY OTHERS) MOUNTED TO 1 PER SECTOR,TOTAL OF 2) TANK FACADE (TYP.) CTHA191 B HORIZONTAL CABLE TRAY TANK FACADE (TYP.) EXISTING T-MOBILE HORIZONTAL- AT TANK FACADE CABLE TRAY AT TANK FACADE CTHA191/S WINDSOR_WT EXISTING 2990 EUNGTON ROAD WATER TANK NO.1 SOUTH WINDSOR. CT 06074 SHEET TITLE: TOWER ELEVATION AND kR m��' -PROPOSED T-MOBILE 8' PASSIVE ANTENNA ATTACHED R, NEW ANTENNA MOUNT 'S M U , ANTENNA ORIENTATIONS PER SECTOR.TOTAL OF S WITHTOR RRU'S MOUNTED 1 2 3 5 i_ �_� BELOW M. OF 1 PER SECTOR, TOTAL OF 2) -EXISTING T-MOBILE 4' ANTENNA �¢ �d DRAWN BY: SHEET NO: ON WATER TANK FACADE APPROX. NORTH SS ' (TYP. OF 1 PER SECTOR, TOTAL OF 3) APPROX. NORTH ' CHECKED BY: /f♦ /1 PM 1/�1 L 2 EXISTING ANTENNA ORIENTATION 11x17 SCALE: 1:30 3 PROPOSED ANTENNA ORIENTATION 11x17 SCALE: 1:30 DATE: 22x34 SCALE: 1:15 22x34 SCALE: 1:15 08/19/14 -PIPE CAP (TYP.) APPLICANT: I � � ,-UNISTRUT P1000 CHANNEL ATTACHED TO PIPE WITH r 1/2"0 U-BOLTS (TYP.) COVER ENDS WITH RUBBER T-Mobile Northeast,LLC - _ — CAPS i - RRUS11 PIPE MOUNTED 35 GRIFFIN ROAD SOUTH BEHIND NEW ANTENNAS BLOOMFIELD, CT 06002 UNISTRUT PIPE 860.692.7100 1 \ CLAMPS (TYP.) ANTENNA MOUNTING HARDWARE, PER FRICSSON RRUS11 B12 I_ — MANUFACTURER, TYP. Ej OF 2(COMMSCOPE PREPARED BY: -DIMENSIONS (H x W x D): 20" x 17" x 7° MODEL N0. BSAMNT) (INCLUDES SOLARSHIELD AND HANDLE) o -WEIGHT: 50.7 LBS NOTE: -ANCHORED INTO CONCRETE Consulting tl b' R SHIELD. s a"a HILn-K1nK w. -ra�xa. cr:_i.�c::r,eg rr,iii;gence PAINTED ON SOLE SLAB wrrH RRU CAN ONLY BE -NEW SINGLE / •--O BOLTS (TOTAL OF 4) UNIT RRU w/ 3 16 21 B Street 1 Burlington,MA 01803 11.9" EXISTING/PROPOSED- SOLAR SHIELD /" Tel:(781)273-2500 1 Fax:(781)273-3311 2-7 8 O.D. SCH. 40 PIPE (TYP.) EXISTING vJww.ebiconsulting.com 2-7/8"0 PIPE MAST (SEE CONCRETE �8PANEL "x8"x1/2'PLATE(TYP.) ANTENNA p'3 TOP PLANS FOR CLARITY) j / SLAB 1l1INI 1 e ��►tt r-irp 1 RRU MOUNTING- N HARDWARE, PER ��; < �:—, �� ` • �� I�I MANUFACTURER ♦ i 1 j. _ - - .0 ,,� !. •••••1 ,•"• - TYP. OF 2 ?, , 2 7 8"O.D. x 10'-0" '`.• •. OMMS 0 E - SB H 1 D65 ( ) / '�' n"C C P NH C DIMENSIONS: 96.0"H x 11.9"W x 7.1"p SCHEDULE 40 GALV. PIPE ti�Q';�V�1! ;,�C1�t1G ANTENNA WEIGHT: 49.6 LBS. CT -A r 1 BRACKET T WEIGHT: 12.3 LBS. C 4r•y 4 ALPHA SECTOR RRU MOUNTING DETAIL N.T.S. ANTENNA INSTALLATION NOTES: -1/2 ANTENNA SIDE JUMPERS(fYPREAR .) i�T I• .,t�l•+•'`�,,�` 1. REPLACE EXISTING PIPE MASTS AT NEW ANTENNA LOCATIONS WITH NEW �fj �_ ••+''• •� 1 ANTENNA SPECIFICATION N.T.S. 2 RRU SPECIFICATION N.T.S. 2-7/8" O.D. (MIN.) x 10'-0" (MAX.) GALVANIZED SCHEDULE 40 PIPE. �� 0 A �� 11! li 2. NEW 1/2" DIAMETER GALVANIZED U-BOLTS SHALL BE INSTALLED FOR PANNEMo>NTENNA ow A�3 SUPPORTING REPLACED MAST PIPES. ENLARGED HOLES, IF REQUIRED. -8' PANE-ANTENNA A_3 ENLARGED HOLES, IF REQUIRED FOR FIT-UP, SHALL BE PREPARED USING A REAMING TOOL, AND SHALL BE COATED WITH A ZINC RICH COLD GALVANIZING COMPOUND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS RRU MOUNTING HARDWARE, PER 2-7/e"O.D. z 8'- PIPE (MM.) PRIOR TO THE INSTALLATION OF CONNECTING HARDWARE. USS OVERSIZE FLAT MANUFACTURER(TYP. OF 2) SCHEDULE 40 G8' PIPE WASHERS SHALL BE INSTALLED UNDER NUTS AT CONNECTIONS WITH REAMED HOLES, OTHERWISE STANDARD SEA FLAT WASHERS SHALL BE INSTALLED. -WATER TANK FACADE ENGINEER STAMP/SIGNATURE 1'-0" / COMMSCOPE WALL MOUNT PART 3 TYP. ANTENNA ATTACHMENT DETAIL (BETA & GAMMA ONLY) N.T.S. NO.:WT-MSM3-B (2 PER KIT), THIS DOCUMENT IS THE DESIGN PROPERTY OR APPROVED EQUAL & COPYRIGHT OF EBI CONSULTING& FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ')r /-RRUS11 PIPE MOUNTED 2 ANY DUPLICATION OR USE WITHOUT ANTENNAS EXPRESS WRITTEN CONSENT OF THE BEHIND NEW ANTEN _ 3 CREATOR STRICTLY PROHIBITED. A TOR IS i m 1 STRUCTURAL NOTES: SUBMITTALS -8' PANEL ANTENNA A_3 1. ALL STEEL MATERIAL SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC N0. DATE DESCRIPTION BY HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. A 08/19/14 909" CONSTRUCTION SS 2. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM WATER TANK FACADE A153 "ZINC- COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. 0 09/10/14 FINAL ss 1/2'a u-BOLT (TYP-) 3. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH '-(a) 1/4'0 CD STUD BOLTS (4 AN ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING, GALVA EACH SIDE PER MOUNT) BRIGHT PREMIUM BY CROWN OR EQUAL THICKNESS OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A RESULTING COATING THICKNESS r� A REQUIRED BY ASTM A123 OR A153 AS APPLICABLE. T SECTION - A 4. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE EBI JOB NO: of QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES". ALL WELDING SHALL BE 81 140833 DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND DLI WHERE FILLET WELD h SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MENU OF STEEL SITE INFO: 1/z"ANTENNA CONSTRUCTION". 9TH EDITION. CTHA191 B JUMPERS (TYP.) 5. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE CTHA191/S ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER APPROVAL. WINDSOR_WT 2990 ELINGTON ROAD RRUS11 PIPE MOUNTED e 6. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP. SOUTH WINDSOR, CT 06074 BEHIND NEW AMOUNTED p_3 WAYNE, MI OR EQUAL. STRUT MEMBERS SHALL BE 1 /8"X1 5/8X12GA, UNLESS OTHERWISE NOTED, AND SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. SHEET TITLE: 7. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMETER, STAINLESS STEEL ANCHOR ROD WITH NUTS COMMSCOPE WALL MOUNT PART & WASHERS, AN INTERNALLY THREADED INSERT, A SCREEN TUBE AND AN EPDXY ADHESIVE. THE EQUIPMENT SPECS. NO.:WT-MSM AL (2 PER KIT),MOUNT SYSTEM SHALL BE THE HILT[-HIT HY-20 AND OR HY-150 SYSTEMS (AS SPECIFIED IN DWG.) & DETAILS OR APPROVED EQUAL OR ENGINEERS APPROVED EQUAL WITH 4-1/4" MIN. EMBEDMENT DEPTH. 8. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TY 4, CLASS I, HILTI DRAWN BY: SHEET NO: O 1/2-0 U-BOLT KWIK BOLT II OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WIT THE MANUFACTURER'S SS (8) 1/4"0 CD STUD BOLTS(4 (TYP.) RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE AND ONE HALF (3 1/2) INCHES. CHECKED BY: EACH SIDE PER MOUNT) PM A 3 DATE: 5 ANTENNA MOUNTING DETAIL N.T.S. 08/19/14 APPLICANT: LEGEND CONTRACTOR TO VERIFY EXISTING GROUNDING SYSTEM IS INTACT. REPLACE 7 7 7 7C ANY MISSING GROUNDING. EXISTING MECHANICAL BOND T-Mobile Northeast,LL PROPOSED MECHANICAL BOND EXISTING CADWELD 35 GRIFFIN ROAD SOUTH FIELD, CT 06002 GROUNDING SCHEMATIC TYPICAL AT GROUNDING SCHEMATIC BLOOM BETA AND GAMMA SECTORS ALPHA SECTOR ONLY PROPOSED CADWELD 860s92.7100 _ EXSITING #2AWG BARE TINNED SOLID PROPOSED COPPER CONDUCTOR ANTENNA _G_ PROPOSED #2AWG BARE TINNED -PROPOSED SOLID COPPER CONDUCTOR PREPARED BY: ANTENNA EXISTING ANTENNA(S)- O- O_ Consulting (SEE PLANS FOR ..�� Q O_, I N QUANTITY) w �! -PROPOSED 1/2"COAX N co m m m JUMPERS (TYP.) 21 B Street I Burlington,MA 01803 -PROPOSED ANTENNA EXISTING ANTENNA(S) (SEE-- Tel:(781)273-2500 1 Fax:(781)273-3311 GROUND CONNECTION PLANS FOR QUANTITY) PROPOSED COAX GROUND KITS www.ebiconsuffing.com i i EXISTING 1/2" COAX-, I -PROPOSED 1/2-COAX -PROPOSED JUMPERS (TYP.) JUMPERS (TYP.) COAX CABLES \\ 0FGUN/��.Ci,�� EXISTING TMA- `�EXISTING 1/2"COAX-,, PROPOSED ANTENNA JUMPERS (TYP) `A�~,� 4.fir• �lrj�i nG l c—G—c PI CONNECTION co MAST GROUND ��- - + l Q '• � EXISTING/PROPOSED 1 -PROPOSED RRU `r t r ANTENNA PIPE MAST SEE (1 PER SECTOR) EXISTING TMA- - • _'1r.,y �'. ( 1 -EXISTING HYBRID CABLE DC POWER PLANS FOR CLARITY & FIBER JUMPERS EXISTING PROPOSED Y -'�"• ANTENNA PIPE MAST SEE -k.°"��; + \ _ (TYP.). USE EXISTING SPINE �� ( f�l,,.241 • ,¢ PLANS FOR CLARITY • �' FIBER FOR PROPOSED ANTENNA / ) %�• r +1 � �(/! -EXISTING HYBRID CABLE BREAK OUT BOX _ _ PCONNECTION PE-PROPOSED MASi GROUND NNA 41 • ` •� ••••�� !!! -EXISTING HYBRID CABLE PROPOSED COAX- L GROUND KIT GROUND KITS /////�✓••A \\\ c G -EXISTING ANTENNA CABLES c I -EXISTING _�' ! PROPOSED 1/2'COAX- ' -- HYBRID CABLE c T JUMPERS (TYP.)c—c TO EQUIPMENT Y I 1 • - _ TO EQUIPMENT- 1 --PROPOSED 1/2-COAX JUMPERS TOPROPOSED UnUZE EXISTING H-FRAMES SECTOR ANTENNAS (TYP.) . WHERE POSSIBLE. INSTALL EXISTING COAX- NEW H-FRAME AS NEEDED. ENGINEER STAMP/SIGNATURE_ PROPOSED RRU (1 PER ?EXISTING COAX 1 �- GROUND KITS -, EXISTING ANTENNA-� I TO EQUIPMENT_ SECTOR) MOUNTED ON GROUND KITS - EXISTING GROUND BAR (VA.F.) PROPOSED RRU H-FRAME ANTENNA CABLES V.I.F. GROUND CONNECTION THIS DOCUMENT IS THE DESIGN PROPERTY _ -� TO EQUIPMENT_ ��a �� & COPYRIGHT OF EBI CONSULTING & FOR RRU PROPOS� J Y ` J V•1 r` �V.LF, THE EXCLUSIVE USE BY THE TITLE CLIENT. -�� _ \r ANY DUPLICATION OR USE WITHOUT GROUND -PROPOSED GROUND EXPRESS WRITTEN CONSENT OF THE CONNECTION ', BAR ON H-FRAME ! GROUND PROPOSED " AS REQUIRED. CREATOR IS STRICTLY PROHIBITED. EXISTING ANTENNA GROUND BAR TO GROUND BAR (v.LF.) EXISTING GROUND RING 0 0 0 0 0 0 0 0 0 SUBMITTALS EXISTING GROUND L NO. DATE DESCRIPTION BY RING (V.I.F.) " A 08/19/14 90% CONSTRUCTION SS 0 09/10/14 FINAL SS 1 GROUNDING SCHEMATIC N.T.S. NOTES- 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES. GROUNDING NOTES: COAT ALL SURFACES WITH KOPR-SHEILD BEFORE MATING. -GROUND WIRES FOR ANTENNAS, 2. FOR GROUND, BOND TO STEEL ONLY: INSERT A LOCK WASHER RELATED EQUIPMENT,ANTENNA A. PROVIDE #2AWG GROUNDING CONDUCTOR, U.Q.N. EBI JOB N0: BETWEEN LUG & STEEL. COAT ALL SURFACES WITH KOPR-SHIELD. MOUNTS&COAX GROUND KITS 3. ALL HARDWARE To BE 3/8- DIAMETER. B. DO NOT INSTALL GROUND KIT AT BEND. DIRECT GROUND WIRE 81 140833 DOWN TO ANTENNA BUSSBAR. SITE INFO: HEAT-SHRINK APPLIED TO Luc,, C. PROVIDE GROUNDING ELECTRODES IN QUANTITY, TYPE AND S/S BOLT (1 & 1/2" (MIN.) OF -EXISTING EQUIPMENT SIZE AS INDICATED ON SITE GROUNDING PLAN. CTHA191 B OF 2) corloucroR GROUND BAR D. ADD COAX GROUND KIT CONNECTION TO BUSSBAR WHEN CTHA191/S KOPR SHIELD- - -- - -- LENGTH OF COAX RUN (FROM EQUIPMENT TO ANTENNA) IS WINDSOR_WT GREATER THAN 20-0 1 _ ' 2990 ELINGTON ROAD E. CONTRACTOR SHALL USE THE EXISTING GROUND BARS SOUTH WINDSOR, CT 06074 ALREADY INSTALLED ON TOWER & EQUIPMENT UNLESS TWO HOLE LUG TO OTHERWISE NOTED. SHEET TITLE: =� DO NOT CT BE USED'COPPER BUS F. GROUND NEW EQUIPMENT & HYBRID CABLES PER GROUNDING SCHEMATIC, - �^= EXISTING #2 AWG INSULATED- MANUFACTURERS SPECIFICATIONS DETAILS AND NOTES S/S LOCK WASHER STRANDED COPPER WIRE TO (TYP.) MOB BELOW (V.I.F.) G. PROVIDE GROUND CONNECTIONS FOR ALL METALLIC STRUCTURES, ENCLOSURES, RACEWAYS AND OTHER DRAWN BY: SHEET NO: —S/S NUT (TYP.) CONDUCTIVE ITEMS ASSOCIATED WITH THE INSTALLATION OF Ss CARRIER'S EQUIPMENT. CHECKED BY: H. NOT ALL EXISTING GROUNDED ELEMENTS SHOWN FOR CLARITY. PM E- 1 2 GROUND LUG DETAIL 3 ANTENNA GROUND BAR (AGB) DETAIL DATE: oB/1s/1a