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1930 Diffley Rd - Zoning Permit & PlansCity of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5685 Fax: (651) 675 -5694 Email planninnecitvofeagan com o Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. t>lu#f xne/set6at*s: ands,.erosion control, i tits irtthe Right -of -Way, etc NI I Approved: ,t No Date of Approval: 51 if 1 Z Staff. I Notes: G K ' i � rl c &t' c-( re y I( -1-o &of 60 61,45 t:1 Revised Plans Approved: ENGINEERING Approved: Notes: Revised Plans Approved: co Site Address: 1930 Di f f l ey Road Yes! No Date of Approval: ge, utility- easements, w Yes / No Date of Approval: Yes 1 No Date of Approval: RECEIVED MAY U 1 2012 ZONING PERMIT APPLICATION For Office Use Perm Date Received: L Name: Debra Weiss,Agent representingph 612- 805 -0575 T- Mobile Address: 510 East Hague Road City /Staterlip: El Paso, TX 79902 Applicant Signature: '"4„,._.CANZ""7- Date: April 25th, 201 Email address: Debra . Weiss@eaglepeakconsulting.com 0 Retaining Wall <4 feet 0 Driveway then I t' ❑ Patio O Sport Court ❑ Sidewalk 0 Fence t Maintenance and /or replacement of existing antennas l Descnptionofwork: (Same color, same elevation, no change to structure ) --he = ., Staff: Staff Staff aoo2, cULF CALL BEFORE YOU DIG. Cali Gopher State One Call at ( 651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.nophershateonecali.orq GA Building Inspections\PERMIT APPLIFATIONS1201112011 Permit Applications SnYx A. 033MLI 3w43fL Z 1 Z 0 F za CHRIST EVANG. LUTHERAN CHURCH A10602 TOWER ELEVATION AND ANTENNA INFORMATION _ 1930 DIFFLEY ROAD EAGAN, MINNESOTA iv — 39I LV 2090IV l salons' I .... Amman ONINV/3 m 030 M.O. ax 311 aura 3 ON 3 fll. - maw TIM 0 m 3 sal - • SIN3r138in03a 311330 19x000 ONY HI1131.NY 3003 30100 03N 31411. 03. 03N 3Bn00 030 avast _ _ 100 /030 (0) 11210/0311 (3) e 901130 The. 1 0000 /901-30 (0) MDIIlA 3113100 //01131 OVDO 31110 3043/90130 (e) 1 „ 03.0/31x19 (5) 3n TAWS kR € E DOWNIILT CONTROL REQUIREMENTS 2911 ANTENNA REQUIREMENTS 3000 30103 1 HD 1.11,.1 31332 NIATOa ms .0 /0 e/e .e /e .a /e .9 /e .a /e -eh .9 /e s ON 313. 1 .3 03 ll .3l A 3aNnW, 33911 OO OT. ON 31/13 x0 Q3' 3 OMMI .e /e - gym Sy s2 3 m= Ra gg . f; g o d 8 ?? `n. Rg 3 NN NO1103NNO3 la eN Po I I SA LA ', LB BA varons woo n 19X300 Ismataa11 3au .113.3 I - I Nacos) 13 sap S311135 1.013-80.1.3 k .011 ¢ 80 /al /s e0 /01 /0 lAe 3.1 331Mr 128- 9109 -X011 12.- 9193 -X811 8 € 12/1-13153 -x811 E •2/1-5l23-Xou _ al LOOM '8 m mac 3119 2 Nam Mal a n m m m 2 m m m m r, 2 121 i L 131.411 343 WMx 0 O 0 43A- 30.431110 11 . an - Ntall 3115 LL 33410.1 01 135 N3H1 TOM SNI3NION3 3. 311301 -1 'l '11011rM15Nl i0 310 13 11.1900 1321.3313 333a030 002 01 SANN31MY 31001 -1 TN 133 THIS .01DVA11N00 - 1 B 8 k b b n .�i g g w ek 1 p,; � S S 1 pp55 �( S S MM p p S S I hereby certify M.1. this 01. x9MC1 13 ee eu uc.e 0 Pm1 WNr INS Mss of the SM. W Mine t at 5 = . W. 9 8558 95 NCN , l .03103'03 GN 321 ION M M NO la I.HLL 5 3NO3 Mr 191103. 104111 L 11.1138 0/ 533303 ONr ! O.d MOMS 3.'0991O 9H1 10 11301 3. tl3M NaLLWfl0lsnoa M anal 3.310 3511 ININ3011110 N3. 3041 NANRINOB 3.. 3131 SI ONV 13.01 - 31131:41-1 41.83d0t. 310S 3. 51 ONV 031.101e 103B 1011 SKr ONINVNO 51111 .30.41 / j 3 I. NEW 00'-0' BELL TOWER SHALL BE PAINTED BROWN TO MATCH BUILDING TRIN. MOBILE MARIE. 2 BUIWINC SHALL MATCH EXISTING CHURCH BUILDING - BRICK FACE AND ROOFING. 3 CONTRACTOR SHALL REMOVE manna 34, MAPLE TREE LOCATED SOUTH OF NEW BELL TOWER. 4. T -410131. BELL TOWER SHALL BE UNCUNBABLE Al 061GN FOR THE NM 12 OF THE TOWER. _ E c N 51N1 HI WACHS ION A 03913. 38 01 33. DN.. '2 A ONId00Nr1 00 5,30901«1 £0 'l 9101 t q 1 E 0 8 ig PI tUiT € bi] 'OLIS Oh 41' ti ti \\_,,, T O. IA IVXE EN NT ' BUILDING OO ∎ IX511ND CHURCH (PROVIDED Err Err ACCESS DOOR et . SOUTHWEST ELEVATION ' (.92 0) .0- ,1-.9 /1 3N'1S E3 _ _ E g (i 1 ! mina 03T�N�xO�NS 59Ntld �I� BSVI%JBUNIO t �_ ��_ �I�I�I_I•I- 102 A8 0304bNd) 1 as 1125 1 310011-1 (2) (3101.9411102 AB 10841) NOLL3Wn03 • „9. 8 DId 33.0NOO 1339 DN1NnLw 3.01 -1 1 \ \ \ \ \\ I��I�I�Iri i i•�� db gg 1I13Id 01"l I I g 9 5 § 9 4 2030 000300 03003 55000 33313140 0390133. 3 33110H ONIONnassns 03aa3 3NNN31N33 YNN31N< N3Iwm w a .6-.01 3N11tl31N33 YNN33NY 31801-1 .0 -,50 .1101 T.3B 3113OX -1 30 a01 .0-.06 a a m . n a 1 • 1 ` I I I I I I I I I 1 I,. I I I I I I I I I I I I I I I I I I,. TIIITIIIIIIIIIJITIIITHITHIIIIIIIIII,. s1Mtl.",*'"6" lot-P11 ANDREW Frequency Range (MHz): 1710 -2155 Characteristic Impedance (Ohms): 50 Azimuth BW (Deg): Elevation BW (Deg): Gain (dBi) Polarization: Front -to -Back Ratio (dB) Copol, 180° ± 30 °: Total Power, 180° ± 30 °: Upper Sidelobe (dB) Main Beam to +20 °: VSWR / Return Loss (dB): Port-to -Port Isolation (dB): Electrical Tilt Range (Deg): 2 -10 Electrical Downtilt Accuracy (Deg): ± 0.6 Cross-pol (dB) 3 dB Beamwidth: Intermodulation Products (dBc) 3rd Order, 2 x 20 Watts: Max. Input Power (Watts): Lightning Protection: Gain Variation (dB) (between UL and DL frequency pair): Electrical Tilt Accuracy (Deg) (between UL and DL frequncy pair within 0.5 °): Azimuth HPBW (Deg) (between UL and DL frequncy pair): Net Weight (kg / Ibs): Dimensions — LxWxD: (with actuator) Max. Wind Area (m / ft Max. Wind Load (N / Ibf): Max. Wind Speed (km /h / mph): Hardware Material: Connector Type: Color: Standard Mounting Hardware: TMBX- 6516 -R2M ±45° Diversity Panel Antenna ELECTRICAL eed: 65 ± 6 7.2 ± 1.1 17.5 ±0.7 ±45° >25 >25 >24 >24 >24 >24 >24 >24 >24 >22 >18 >17 >17 >15 >12 1.35:1 / 16.5 >30 >15 >15 >15 >15 >14 155 250 DC Ground 1.3 <0.5 9 5.1 / 1499 x 168 x 84 mm 0.11/1.2 298.0 / 67.0 241 / 150 Hot Dip Galvanized 7 -16 DIN, Female (2) Off White TM602030A Decibel Base Station Antennas Andrew Corporation 2601 Telecom Parkway Richardson, Texas U.S.A. 755082 -3521 Tel: 214.631.0310 Fax 214.688.0089 Toll Free Tel: 1.800.676.5342 Fax: 1.800.229.4706 www.andrew.com Information correct at date of issue but may be subject to change without notice. 12/14/2006 Page 1 of 3 dbtechaandrew.com ANDREW • Patented cross dipole and feed system • Rugged, reliable design with excellent PIM suppression • Includes factory installed AISG RET actuator • Fully compatible with Andrew Teletilt remote control antenna system ELECTRICAL Frequency Range (MHz): 1710 -2155 Characteristic Impedance (Ohms): 50 Azimuth BW (Deg): Elevation BW (Deg): Gain (dBi) : Polarization: Front -to -Back Ratio (dB) Copol, 180° ± 30 °: Total Power, 180° ± 30 °: Upper Sidelobe (dB) Main Beam to +20 °: VSWR / Return Loss (dB): Port -to -Port Isolation (dB): Electrical Tilt Range (Deg): Intermodulation Products (dBc) 3rd Order, 2 x 20 Watts: Max. Input Power (Watts): Lightning Protection: TMBXX- 6516 -R2M ±45 Diversity, Quad Antenna 64.5±8 7.2 ± 1.2 17.5 ± 0.8 ±45° 2° 4° 6° 8° 10.° >24 = >24 >24 >24 >24 >24 >23 >22 >23 >23 >18 >17 >15 >14 >11 1.35:1 / 16.5 >30 2 -10 Electrical Downtilt Accuracy (Deg): ± 0.9 Cross -pol (dB) 2° 4 6° 8 10 3 dB Beamwidth: >13 >13 >12 >12 155 250 DC Ground PERFORMANCE TRACKING Gain Variation (dB) (between UL and DL frequency pair): Electrical Tilt Accuracy (Deg) (between UL and DL frequncy pair within 0.5 °): Azimuth HPBW (Deg) (between UL and DL frequncy pair): Net Weight (kg / Ibs): Dimensions — LxWxD: (with actuator) Max. Wind Area (m / ft Max. Wind Load (N / Ibf): Max. Wind Speed (km /h / mph): Hardware Material: Connector Type: Color: Standard Mounting Hardware: 1.3 <0.55 11.5 MECHANICAL 15.7 / 34.6 1499 x 302 x 1 60 mm x 1 - v inch, 0.27 / 2.9 729.4 / 164 241 /150 Hot Dip Galvanized 7 -16 DIN, Female (4) Off White TM600899A -2 Andrew Corporation 2601 Telecom Parkway Richardson, Texas U.S.A. 755082 -3521 Tel: 214.631.0310 >12 Fax 214.688.0089 Toll Free Tel: 1.800.676.5342 Fax: 1.800.229.4706 www.andrew.com Information correct at date of issue but may be subject to change without notice. Decibel® Base Station Antennas 12/14/2006 Page 1 of 3 dbtech( andrew.com Pam Dudziak From: Debra Weiss [ debra .weiss @eaglepeakconsulting.com] Sent: Monday, April 30, 2012 4:14 PM To: Pam Dudziak Subject: RE: T- mobile zoning permits 4888 Pilot Knob Road: T- Mobile is the top mount (T- Mobile used to be APT). The "future carrier" is for another carrier that might want to locate on this tower. This tower as well as the others that T- Mobile is doing maintenance or replacing antennas are designed for "Multi carrier" use. If this tower is designed to hold another complete carrier = 9 to 12 panel antennas just like the ones that T- Mobile wants to replace. There is no question that this tower can handle an additional 165.6 #Ibs Existing antennas (6) = 79.2# Proposed antennas (6) =- 244.8# = 165.6# additional weight... .. 1930 Difflev Road The new antennas will be installed just the same as the old ones... 85ft and 90ft - if fact you would not of even known that we had replaced them because of how they are concealed Again this structure is designed to hold a complete additional carrier of 9 to 12 panel antennas.... Overall added weight = 100.8# to 311.40# = 210 #Ib 2625 120 Street T- Mobile (formerly APT) is at the 77ft RAD Overall added weight is 165.6# Ibs This is a Sprint owned monopole. The proposed changes to T- Mobiles antennas has to be approved by CCI — which is done internally Overall added weight is 165.6 #Ibs Pam, T- Mobile has been around for a long time...and they have all their own bells and whistles they have to go though prior to even proposing to their corporate the changes. In this case, it is a simple maintenance of swapping out antenna panel for antenna panel. No changes to cables, wiring, cabinets, or alike. Just "1 for 1" replacement of the Panel antenna. Regards, Debra De6ra I. Weiss SSC Mobile: 612.805.0575 Email: debra. weissPeaglepeakconsulting. com 1 Agent representing T- Mobile From: Pam Dudziak Finailto :pdudziakCacitvofeagan.coml Sent: Monday, April 30, 2012 2:35 PM To: 'debra.weiss @EaglePeakConsulting.com' Subject: T- mobile zoning permits 4888 Pilot Knob Road (Chapel Hill Baptist Church) Is T- mobile's antenna the lower mount on this tower, identified as "future carrier "? New antenna is 28 lb. heavier. Twice as wide and twice as deep as existing. ,--)1. 1930 Diffley Road (Christ Lutheran) New antenna is 23 Ib. heavier. Twice as wide and twice as deep as existing, same length. Ensure that new antenna is fully concealed behind screen panels on tower. This plan shows two mounting heights for antenna. Which one is being changed out, or does T- mobile use both, and are they both being changed out? 2625 120 Street (VFW Tower) Existing monopole = 100' height Is T- mobile installation the "APT" one, at the lower (77') mount height? New antenna is 28 Ib. heavier. Twice as wide and twice as deep as existing, 2.5" longer. Pamela Dudziak 1 Planner 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1651- 675 -5691 1 651 - 675 -5694 (Fax) 1 pdudziak(c�citvofeacian.com 2 THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND /OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. -----------------, � Far Uffice Use } � V��� � ���{l U� ! \ V Y VLJ � j � 41 j Permit#: E� � � 1 3830 Piiot Knob Road � � Eagan MN 55122 1 Date Fieceived; � Phone:{651)675-5685 '-----------_.....____� Fa�c:(651)6?9-5&94 EmaiL plannina(u�c�tvofeaqan,com ZONII�G PERMIT APP�IGATIC)N p Pfease identify im�rovements on a sca[ed site plan drawing that shows lot lines, structures and existing conditians. ' �11 Pr�p�t`�' s;teAddress: f � ,�i��l�' �1� L.t.? � �tf�,:?� � � �1�n#c�rr�#�on ��� , � / j`� ; /: pwrner Name; ��'7 �j�� ��� I(1L���,.:� t� L`�—C.. �`._ ,� � -s r� � � Name: �. � Phone: ��„1°���"`��c.t / � � c,l aaaress, �� �rG� ������� c��yEStaterz�P: � 1"��� 1"t'� � �'�Gor�tact . . �1�� � Applieant Signature_ Date: ,,�'� � Email address: ��l�1� � 1�'�°..`�a�. � � ❑Reiainin�Wail<4 feet ❑D�iveway �Other: �� � L� � � �'�� ❑ Patio �Sport Court T�/�5�Of 1�OE`�C-,�� Cl Side�nralk �Fence , � €?escription of rvork: _ � � � It� III ; ���tlfiing ; ���15acics,hai�cf su'r€ace coverage 'sti��re��n�zoh�ng,��t�ffzone��efibac�CS,etc � �. „ _ y, � ; �� � : , ,= _. „ �. �,. , ,o, ,.�. � - =„- _ _ ,., � . , A,pproveti�enietl Date; � l� � � " � Staff: t` -v-J`�.� � c° Notes; Revised Plans App�eved: Yes 1 No Date. Staff: Eng�neerin� � Gra�i�g,draii�age,c�titityeasemerits,,�+e#(ands,erosion cor�ti�1,improvements'in th��R�ghtWof-W�y,etc. Approved/Denied t?ate; Statf: Nates: Revised REans Approved: Yes 1 No �ate: Steff: �t3ti1111@11�5 ; CAL�.BEFC}RE YOU DIG. Call Gapher State One Gall af(651)454-0002 for protection against underc}round utility damage. Gal! 4$hflurs before you intend t�dig to receive locafes of underground u#ilities. r�rww,q_onherstateonecall:arq G;tBuilding InspectionslPERMITAPFIIGATICSNS jFor Office Use city of EaianPermit#: /3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5685 Fax:(651)675-5694 Email:olannirtrAcitvofearian.corn ZONING2017 E IT APPLICATION p Please identify improvements on a scaled site plan drawing that shows lot lines, structures and existing conditions. Site Address: 1930 Diffley;Road Eagan,Put Pd' g , N 55123 at On, j Owner Name: Evangelical Lutheran Christ Church Name: Alex VVojcik Phone: 729-636-4713 Address: 2191.Ramona Ave. City/State/Zip: Colorado Springs,CO 80805 Applicant Signature Date: 3110/17 Email address: awojcikisbasite_com 0 Retaining Wall<4 feet 0 Driveway 0 Other Wireless Communications Facility t Bell 0 Patio 0 Sport Court Tower Type:ofwa*,: 0 Sidewalk 0 Fence Description of work: Install(3)RRUs„(6)Antennas,remove(3)RRUs,(6)TMAs,and(9)antennas from the existing structure. Pia ntrtg ” aeltaa s. d se Xei e�shy d cllt } / �a', t proved]Denied Date: 3 1� 1 i Staff: ,.± IU o yam ' . Revised Plans Approved: Yes/No Date: Staff. engt nn ng iria ml ds - :a ntsx er ds, tl a end irfe i - l t , Approved/Denied Date: Staff. Notes: --- ---__.__— — ------- ---- ( Revised Plans Approved: Yes 1 No Date: Staff. Comments CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. 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'4 az r CO.p _T OW 2 ➢ -emom l411W vi O c Z 0 P 1 2/2&1T - PRELIMINARY CD'S REV A CSM ER OO cNZn(7-^ cO m Z 0 H c W mrj m sy m O \� 01 i NO. DATE REV REVISIONS BY APP 9. A N m ® v b CDC I� ` '^ Io p THIS ISSUE RECORD 'N-'o n g_C 1�1� Ca Po Q REVI510% SHEET saEaw anO Noe'nucEolw srffON HIS SHEET n D Zp _ ('k ,NESE ,oR m m 3830 PILOT KNOB ROAD | EAGAN, MN 55122-1810 (651) 675-5685 | FAX: (651) 675-5694 planning @cityofeagan.com ZONING PERMIT APPLICATION Please identify improvements on a scaled site plan drawing that shows lot lines, structures, and existing conditions. For projects involving significant land disturbance, a Stormwater Management Permit and collection of security may be required. Property Information Site Address: Owner Name: Contact Name: Phone: Address: City/State/Zip: Applicant Signature: Date: Email address: Type of Work Retaining Wall <4 feet Patio Sidewalk Driveway Sport Court Fence Other: _____________________ Description of work: Planning Setbacks, hard surface coverage, shoreland zoning, bluff zone/setbacks, etc. Approved / Denied Date: Staff: Notes: Revised Plans Approved: Yes / No Date: Staff: Engineering Grading, drainage, utility easements, wetlands, erosion control, improvements in the Right-of-Way, etc. Approved / Denied Date: Staff: Notes: Revised Plans Approved: Yes / No Date: Staff: Comments You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City’s website at www.cityofeagan.com/subscribe. CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 454-0002 or www.gopherstateonecall.org for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. For Office Use Permit #: _____________________ Date Received:________________ Staff: ________________________ VMaldonado@sbasite.com 10/07/2022 10/10/2022 Okay as shown. No changes to total height or equipment area. 179578 STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602C TITLE SHEETT-1TITLE SHEETOVERALL SITE PLANEXISTING & NEW SITE PLANST-1C-1C-2SHEET NUMBER:DESCRIPTION:GENERAL NOTESGN-1TOWER ELEVATIONA-1GROUNDING RISERGR-1GROUNDING DETAILSGR-2A-2A-3A-4ANTENNA PLANSRF PLUMBING DIAGRAMSITE LOCATIONSHEET INDEXMAP DATA © 2022 GOOGLEPROJECT DESCRIPTIONSITE INFORMATIONAERIAL MAPLOCATION MAPNNAPPLICANT:PROJECT TEAMA&E:SITE ACQUISITION:TOWER OWNER:SBA COMMUNICATIONCORPORATION8051 CONGRESS AVENUEBOCA RATON, FL 33487-1307TEL: (800) 487-SITE (7483)SBA COMMUNICATIONCORPORATION8051 CONGRESS AVENUEBOCA RATON, FL 33487-1307TEL: (800) 487-SITE (7483)STRUCTURAL:MAP DATA © 2022 GOOGLECODE COMPLIANCEALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE FOLLOWING CODES:A1Q0602CDAKOTA COUNTYSITE NUMBER:SITE NAME:JURISDICTION:SITE TYPE:STEALTH BELL TOWERMN41360-T-01CHRIST EVANGELICAL LUTHERSBA SITE NUMBER:SBA SITE NAME:SITE ADDRESS:1930 DIFFLEY ROADEAGAN, MN 55123DAKOTA COUNTYCHRIST EVANGELICAL LUTHERA SITE WALK WAS NOT PERFORMED FOR THIS SITE PER SCOPEOF WORK. COMPOUND, ELEVATION, EQUIPMENT LAYOUT ANDANTENNA PLANS SHOWN WITHIN THIS SET WERE TAKEN FROMAVAILABLE DOCUMENTS/DRAWINGS PROVIDED BY OTHERS.(6) ANTENNAS, (6) RRU'S, (6) COAX, (1) HCS, (2) COVP'S, (1) SYSTEMMODULE, (3) RF MODULES, (1) AMOB, (1) CHAIR MOUNT, (1) BATTERYRACK & (1) EQUIPMENT RACKEXISTING T-MOBILE BUILD OUT:NO NEW WATER OR SEWER IS REQUIRED AS FACILITY IS UNMANNED.WT GROUP, LLC.2675 PRATUM AVENUEHOFFMAN ESTATES, IL 60192CONTACT: TIM KUENTEL: (224) 293-6333FAX: (224) 293-6444N/ACONTACT: N/ATEL:N/AUTILITIESELECTRIC:FIBER:REFERENCED MATERIALSN/ACONTACT: N/ATEL:N/AT-MOBILE1400 OPUS PLACEDOWNERS GROVE, IL 60515TEL: (773) 444-5400CONTACT: TBDEQUIPMENT DETAILSA-5A-6ANTENNA & CABLE SCHEDULEANCHOREQUIPMENT DETAILSA-7EQUIPMENT DETAILSA-8UTILITY PLANE-1(6) ANTENNAS, (6) RRU'S, (5) COAX, (2) HCS 2.0 TRUNKS, (2) BREAKOUTBOXES, (2) OVP'S, (1) EQUIPMENT RACK, (1) BATTERY RACK & (1) AMIA INEQUIPMENT RACKFINAL T-MOBILE BUILD OUT:SCOPE OF WORK:1930 DIFFLEY ROADEAGAN, MN 55123SITE ADDRESSTOWER INFORMATIONCOORDINATES (NAD 1983)LATITUDE:44.804416667° NLONGITUDE:-93.20291670° WSTRUCTURE HEIGHT: 75'-0" STEALTH BELL TOWER- HIGHEST TOWER APPURTENANCE: 75'-0"- T-MOBILE ANTENNA RAD CENTER: 70'-0"- T-MOBILE ANTENNA TIP HEIGHT: 74'-0"894.00' (PER GOOGLE EARTH)GROUND ELEVATIONBUILDING CODE:ELECTRICAL CODE:2020 MINNESOTA BUILDING CODE(2018 IBC)2020 NATIONAL ELECTRICAL CODE(2020 NEC)EQUIPMENT DETAILSTOWER ENGINEERING SOLUTIONS1320 GREENWAY DRIVE, SUITE 600IRVING, TX 75038TEL: (972) 483-0607FAX: (972) 975-9615SITE LOCATION-REMOVE (3) EXISTING FRIG'S-REMOVE (3) EXISTING FHFB'S-REMOVE (6) EXISTING ANTENNAS-REMOVE (2) EXISTING COVP'S (1 AT GRADE & 1 AT ANTENNAS)-REMOVE (1) EXISTING COAX (5 COAX TO REMAIN)-REMOVE (1) EXISTING MID CAP HCS-REMOVE (3) EXISTING LTE-700 FRLB'S & H-FRAME-REMOVE (1) EXISTING UMTS-PCS FSMF-REMOVE (1) EXISTING ASIA CORE MODULE-REMOVE (2) EXISTING ABIA CAPACITY MODULES-REMOVE (1) EXISTING AMOB-REMOVE EXISTING CHAIR MOUNT-RELOCATE EXISTING FSEB TO NEW SSC-REMOVE (1) EXISTING EQUIPMENT RACK-REMOVE (1) EXISTING BATTERY RACK-INSTALL (3) NEW ANTENNAS (1 PER SECTOR)-INSTALL (3) NEW ANTENNAS W/ INTEGRATED RADIOS (1 PER SECTOR)-INSTALL (3) NEW AHFIG'S (1 PER SECTOR)-INSTALL (3) NEW AHLOA'S (1 PER SECTOR)-INSTALL (2) NEW BREAKOUT BOXES-INSTALL (2) NEW OVP'S-INSTALL (2) NEW HCS 2.0 TRUNKS-INSTALL (1) NEW EQUIPMENT RACK IN SHELTER-INSTALL (1) NEW BATTERY RACK IN SHELTER-INSTALL (1) NEW AMIA W/ (2) ASIL CORE MODULES AND (4) ABIOCAPACITY MODULES IN EQUIPMENT RACK-REMOVE EXISTING CSR 7705 SAR A-INSTALL NEW CSR IXRe V2 STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CGENERAL NOTESGN-1ANTENNA INSTALLATION:GENERAL ELECTRIC PROVISION:GENERAL REQUIREMENTS:1.1 INTENT1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYINGTHEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BEFURNISHED FOR CONSTRUCTION.2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLYEXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BESHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALLBE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH.3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR ANDMATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION ANDCOMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT.4. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OFTHE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE,TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK.5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED ANDSHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTERTHE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THEOWNER WITHOUT ISSUING A CHANGE ORDER.1.2 CONFLICTS1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLMEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOINGANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUETO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONSINDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY INDIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNERFOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THEWORK IN THE AFFECTED AREAS.2. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANYEXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNINGWHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TOTHE BIDDING.3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIESOR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANTMATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OFTHE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OROMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OFALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THEWORK.1.3 CONTRACTS AND WARRANTIES1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OFCONTRACTOR LICENSES AND BONDS.1.4 STORAGE1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN AMANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHERWORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THEASSOCIATED MANUFACTURER.2. THE BTS MUST BE STORED INSIDE UNTIL THERE IS POWER ON SITE.1.5 CLEAN UP1. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROMACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIREMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALLREMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDINGALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALLLEAVE THEIR WORK CLEAN AND READY FOR USE.2. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALLTRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGNMATTER.A. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENTSURFACES.B. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS,HOSE DOWN THE EXTERIOR OF THE STRUCTURE.3. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACESOF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROMWALLS/FLOOR/CEILING.A. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENTSURFACES.B. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHEDSURFACES.1.6 CHANGE ORDER PROCEDURE1. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THECONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROMTHE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THECHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACTAMOUNT AND PRESENT TO THE OWNER WITHIN 72 HRS FOR APPROVAL.SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCEWITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANYCHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BYTHE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBEDAND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OFTHESE ACTIONS ON THE CONTRACTOR.1.7 RELATED DOCUMENTS AND COORDINATION1. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS AREINTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUSTREFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITYOF THE CONTRACTOR.1.8 SHOP DRAWINGS1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED INTHESE SPECIFICATIONS TO THE OWNER FOR APPROVAL.2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BYCONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER.1.9 PRODUCTS AND SUBSTITUTIONS1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUESTIDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BEREPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATIONSECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATIONSHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS.2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICHPROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALSBEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BYTHE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL INLIEU OF CUT SHEETS.1.10 QUALITY ASSURANCE1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE ANDFEDERAL REGULATIONS.1.11 ADMINISTRATION1. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILLASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OFCONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECTMANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICHWILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OFANY WORK.2. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THEDATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THESCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNITOF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED ANDCOORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWINGCOMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATEESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK.3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE ANON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE(THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR,LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWERERECTION FOREMAN (IF SUBCONTRACTED).4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANTCOMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THISEQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESSSERVICE BE ARRANGED.5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEESAND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES. CONTRACTORWILL COMPLY WITH ALL SAFETY REQUIREMENTS IN THEIR AGREEMENT.6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER.7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT ISREQUIRED PRIOR TO START OF CONSTRUCTION.8. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, ANDEQUIPMENT CABINET PLACEMENTS.1.12 INSURANCE AND BONDS1. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FORTHE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTEDAND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVEPRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALLCOVERAGES TO THE OWNER. REFER TO THE MASTER AGREEMENT FORREQUIRED INSURANCE LIMITS.2. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES.3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE.1.1 REQUIREMENTS OF REGULATOR AGENCIES1. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE,INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE.2. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM INACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECTLOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES,SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK.THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:A. TIA - TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA-222-H.STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS ANDANTENNA SUPPORTING STRUCTURES.B. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC70/7460-IH, OBSTRUCTION MARKING AND LIGHTING.C. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES ANDREGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTINGSPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 715A, HIGHINTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNASTRUCTURES.D. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONFOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.E. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS.F. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICALPRODUCTS.G. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OFTHE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT,SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS.H. 2012 LIFE SAFETY CODE NFPA -101.1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITECONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT.2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST,AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICALEQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUEA WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALLMALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES.3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED INEACH PANEL BOARD, PULL BOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCEWITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.).4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE,EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION,ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZEDTHROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREINAND/OR AS OTHERWISE REQUIRED.5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECTCONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OFTHE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OFEQUIPMENT. MATERIALS SHALL BE LISTED "J" WHERE SUBJECT TO SUCHAPPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OFINDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION.MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLESTANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU.6. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIALUNLESS OTHERWISE NOTED.7. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALLGOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A.8. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BERESPONSIBLE FOR SCHEDULING INSPECTIONS.9. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEARAFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIALOR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BECORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OFTHE CONTRACTOR.10. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE.11. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "ASINSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUALDIMENSIONS, ROUTINGS AND CIRCUITS.12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC.,SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION.13. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRALCONDUCTOR FOR LIGHTING FIXTURES.14. ALL CONDUCTORS SHALL BE COPPER.15. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVEAN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BESUBJECTED, AND A MINIMUM OF 10,000 A.I.C.16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIREDBY ALL APPLICABLE CODES.17. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THECOURSE OF THE ELECTRICAL WORK.18. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED INACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES.19. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUMUNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS.20. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESSOTHERWISE NOTED.21. ALL MATERIALS SHALL BE U.L. LISTED.22. CONDUITA. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITHZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDERCONCRETE SLABS IN CONTACT WITH THE EARTH, UNDER PUBLICROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDINGEXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTING SHALLBE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FORINTERIOR RUNS.C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAYBE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR"SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT SHALLHAVE FULL SIZE EQUIPMENT GROUND WIRE.D. CONDUIT RUNS SHALL BE SURFACE MOUNTED UNLESS INDICATEDOTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHTANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OFALL EXPOSED CONDUIT WITH THE OWNER PRIOR TO INSTALLING. NOHORIZONTAL CONDUITS SHALL BE BELOW 7'-6" A.F.F. NO BX OR ROMEXCABLE IS PERMITTED.E. PARALLEL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40(UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 30" BELOWGRADE - STACKED UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOWGRADE.F. ABOVE GROUND CONDUIT SHALL BE P.V.C. SCHEDULE 80 (UNLESSNOTED OTHERWISE).23. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENTENGRAVED PLASTIC LABELS.24. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, ANDFALL OF POTENTIAL GROUND TESTS FOR APPROVAL. SUBMIT TESTREPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRISRESULTING FROM WORK AND LEAVE WORK IN A COMPLETE ANDUNDAMAGED CONDITION. STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602COVERALL SITE PLANSCALE: 1" = 50'-0"1NMAP DATA © 2022 GOOGLEOVERALL SITE PLANC-1GENERAL SITE NOTES:1. CONTRACTOR WILL NOT START CONSTRUCTIONUNTIL AFTER THEY HAVE RECEIVED THE PRE-CONPACKAGE AND HAVE A PRE-CON WALK WITH THEPROJECT MANAGER.2. CONTRACTOR TO HIRE PUBLIC (811) AND PRIVATELOCATING SERVICE IN ORDER TO LOCATE ANDPROTECT ALL SURFACE UTILITIES. DO NOT SCALEOFF THESE PLANS FOR ANY BELOW GRADEUTILITIES3. CONTRACTOR SHALL VERIFY ALL EXISTINGBURIED AND OVERHEAD UTILITIES PRIOR TOEXCAVATION. CONTRACTOR SHALL REPAIR ALLDAMAGED UTILITIES AT HIS OWN COST ANDCOORDINATE ANY REPAIRS WITH RESPECTIVEUTILITY COMPANY.4. CONTRACTOR TO VERIFY ALL HEIGHTS ANDAZIMUTHS IN FIELD PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY T-MOBILE ANDENGINEERING FIRM OF ANY DISCREPANCIESBEFORE PROCEEDING.5. CONTRACTOR SHALL RESTORE AND REPAIR ANYDAMAGED AREAS CAUSED BY CONSTRUCTION.EXISTING EQUIPMENTAREA. SEE C-2 & A-1EXISTING ACCESS DRIVEEXISTINGGRASS AREAEXISTINGBUILDINGEXISTINGPARKINGLOTEXISTING SIDEWALKDIFFLEY ROAD STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CNEW EQUIPMENT PLAN2EXISTING &NEW SITE PLANSC-2EXISTING EQUIPMENTNEW EQUIPMENTLEGENDEXISTING EQUIPMENT PLANSCALE: 3/8" = 1'-0"1RELOCATED EQUIPMENTREMOVED EQUIPMENTNOTES:- FSEB TO BE INSTALLED IN THE EQUIPMENT RACK .- GC TO VERIFY THERE IS A 10" GAP BETWEEN THE EQUIPMENT RACK AND BATTERY RACK TO ALLOW PROPER ACCESS.- GC TO REFERENCE THE EQUIPMENT RACK INSTALLATION GUIDELINES AND INSTALLATION MANUAL WHEN INSTALLINGTHE EQUIPMENT & BATTERY RACK.- GC TO VERIFY THAT THE OVP IS PROPERLY WIRED WITH THE CORRECT GAUGE WIRE AND BREAKER FROM THEEQUIPMENT RACK.- GC TO INSTALL NEW AIRSCALE MODULES IN AMIA'S WITHIN THE EQUIPMENT RACK - FSMF TO GO INTO THE EQUIPMENTRACK AS WELL.- GC TO REFER TO LATEST SA, RFDS AND PORT MATRIX TO ENSURE ACCURATE EQUIPMENT CALL OUTS AND PLUMBING.NOTE:CONTRACTOR TO REMOVEEXISTING UNUSED RACKSPRIOR TO CONSTRUCTION(AS NEEDED).MODULES INSIDE EQUIPMENT RACK:·(1) NEW AMIA WITH (2) ASIL COREMODULES AND (4) ABIO CAPACITYMODULESNEW 23" BATTERY/POWERPLANT RACK TO BEINSTALLED. SEE A-8NNEW 19" EQUIPMENT RACKTO BE INSTALLED. SEE A-7:·NEW CSR IXRe V2·RELOCATED FSEBSCALE: 3/8" = 1'-0"(2) NEW OVP'S TOBE INSTALLED(VERIFY FINALLOCATION IN FIELD)(2) NEW 2.0 HCS TRUNKSTO BE INSTALLEDNOTE:IF 200 AMP IS NOT PRESENT, SERVICEWILL NEED TO BE UPGRADED DURINGANTENNA INSTALL.NOTES:1. CONTRACTOR TO INSTALLVOLTAGE BOOSTER POWERPLUSS2 W/ 2 AMPLIFIER RAYCAP.2. CONTRACTOR TO INSTALL EXTRAAMPLIFIER FOR POWERPLUSVOLTAGE BOOSTER RAYCAP.NOTE:CONTRACTOR TO VERIFYLOCATION OF ALLEXISTING EQUIPMENTPRIOR TO CONSTRUCTION.MODULES ON CHAIRMOUNT/EQUIPMENT RACK:·(1) EXISTING UMTS-PCSFSMF TO BE REMOVED·(1) EXISTING ASIA COREMODULE TO BE REMOVED·(2) EXISTING ABIA CAPACITYMODULES TO BE REMOVED·(1) EXISTING AMOB TO BEREMOVED·RELOCATE EXISTING FSEBTO NEW EQUIPMENT RACK·REMOVE EXISTING CSR7705 SAR A·REMOVE EXISTING CHAIRMOUNT·REMOVE EXISTINGEQUIPMENT RACKHVACEXISTING UNDERGROUNDCABLE CONDUIT (TYP.)EXISTINGBATTERY RACKTO BE REMOVEDEXISTING ACPANEL/ PPCEXISTINGMETEREXISTING FIBERCABINET(1) EXISTING COAX TO BE REMOVED,(5) EXISTING COAX TO REMAIN(1) EXISTING MID CAPHCS TO BE REMOVEDEXISTING T-MOBILEEQUIPMENT SHELTERTO BE UTILIZEDEXISTINGBUILDINGINTERIOR(3) EXISTING FRLB'S &H-FRAME TO BE REMOVEDNHVACEXISTING UNDERGROUNDCABLE CONDUIT (TYP.)EXISTING ACPANEL/ PPCEXISTINGMETEREXISTING FIBERCABINET(5) EXISTING COAX TO REMAINEXISTING T-MOBILEEQUIPMENT SHELTERTO BE UTILIZEDEXISTINGBUILDINGINTERIOREXISTING COVP &MOUNTING FRAMETO BE REMOVED±1'-0" 10"7'-0"4'-6" STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CSCALE: 1" = 10'-0"TOWER ELEVATION1TOWER ELEVATIONA-1EXISTING EQUIPMENTNEW EQUIPMENTLEGENDREMOVED EQUIPMENTRELOCATED EQUIPMENTNOTE:ANTENNA CENTERLINE'S VERTICAL OFFSET FROMPLATFORM DECK OR HORIZONTAL CENTER OFSECTOR FRAME SHALL NOT EXCEED 6".NOTE:A STRUCTURAL ANALYSIS OF THE TOWER ORSTRUCTURE HAS BEEN COMPLETED BY TOWERENGINEERING SOLUTIONS ON SEPTEMBER 08, 2022. THELOCATION AND MOUNTING SHOWN IN THE STRUCTURALANALYSIS SHALL SUPERSEDE THESE DRAWINGS.NOTE:A FAILING MOUNT ANALYSIS OF THE EXISTING ANTENNAMOUNT HAS BEEN COMPLETED BY TOWER ENGINEERINGSOLUTIONS ON AUGUST 31, 2022. CONTRACTOR TOVERIFY EXISTING ANTENNA MOUNT IS MODIFIED PRIORTO CONSTRUCTION. PER THE MOUNT ANALYSIS IT ISRECOMMENDED TO INSTALL CUSTOM MOUNT PIPECONNECTIONS TO FIT THE PROPOSED ANTENNAS. THEREINFORCED ANTENNA MOUNT SHALL BE ANALYZEDPRIOR TO THE INSTALLATION OF THIS DESIGN.GRADEEXISTING STEALTH BELL TOWERNEW T-MOBILE ANTENNAS,BREAKOUT BOXES & RRU'S. SEE A-2(5) EXISTING COAX TO REMAINTOP OF EXISTING STEALTH BELL TOWER±75'-0"EXISTING CARRIER STEALTHANTENNA SHROUDEXISTING CARRIER ANTENNAS±55'-0"±70'-0"NEW T-MOBILE ANTENNASEXISTING T-MOBILE STEALTHANTENNA SHROUD(2) NEW HCS 2.0 TRUNKSTO BE INSTALLED STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CNEW ANTENNA PLANSCALE: NONE2ANTENNA PLANSA-2EXISTING ANTENNA PLANSCALE: NONE1EXISTING EQUIPMENTNEW EQUIPMENTLEGENDREMOVED EQUIPMENTRELOCATED EQUIPMENTNNNOTE:ANTENNA INFORMATION OBTAINED FROM T-MOBILERF DATA CONFIGURATION SHEET DATED 05/20/22.NOTE:A STRUCTURAL ANALYSIS OF THE TOWER ORSTRUCTURE HAS BEEN COMPLETED BY TOWERENGINEERING SOLUTIONS ON SEPTEMBER 08, 2022. THELOCATION AND MOUNTING SHOWN IN THE STRUCTURALANALYSIS SHALL SUPERSEDE THESE DRAWINGS.NOTE:A FAILING MOUNT ANALYSIS OF THE EXISTING ANTENNAMOUNT HAS BEEN COMPLETED BY TOWER ENGINEERINGSOLUTIONS ON AUGUST 31, 2022. CONTRACTOR TOVERIFY EXISTING ANTENNA MOUNT IS MODIFIED PRIORTO CONSTRUCTION. PER THE MOUNT ANALYSIS IT ISRECOMMENDED TO INSTALL CUSTOM MOUNT PIPECONNECTIONS TO FIT THE PROPOSED ANTENNAS. THEREINFORCED ANTENNA MOUNT SHALL BE ANALYZEDPRIOR TO THE INSTALLATION OF THIS DESIGN.NEW AHLOA TO BE INSTALLED(TYP. OF 1 PER SECTOR)NEW AHFIG TO BE INSTALLED(TYP. OF 1 PER SECTOR)ALPHA = 0°BETA = 120°B-1 A-1GAMMA = 240°C-2A-2B-2C-1EXISTING ANTENNAPLATFORM TO BE MODIFIEDEXISTING MODIFIEDANTENNA PLATFORMEXISTING BELL TOWERLEG (TYP. OF 3)EXISTING COVP TOBE REMOVEDEXISTING FHFB TO BEREMOVED (TYP. OF 3)EXISTING FRIG TO BEREMOVED (TYP. OF 3)EXISTING STEALTH ANTENNASHROUD (TYP. OF 3)NOTE:CONTRACTOR TO VERIFY LOCATIONOF ALL EXISTING EQUIPMENT PRIORTO CONSTRUCTION.EXISTING ANTENNATO BE REMOVEDEXISTING ANTENNATO BE REMOVEDEXISTING ANTENNATO BE REMOVEDEXISTING ANTENNATO BE REMOVEDEXISTING ANTENNATO BE REMOVEDEXISTING ANTENNATO BE REMOVEDALPHA = 0°BETA = 120°B- 1 A-1GAMMA = 240°C-2A-2B- 2C-1EXISTING T-MOBILE STEALTHANTENNA PLATFORMEXISTING BELL TOWERLEG (TYP. OF 3)EXISTING STEALTH ANTENNASHROUD (TYP. OF 3)NEW FFVV-65C-R3-V1ANTENNA TO BE INSTALLEDNEW FFVV-65C-R3-V1ANTENNA TO BE INSTALLEDNEW AEHC ANTENNATO BE INSTALLEDNEW AEHC ANTENNATO BE INSTALLEDNEW FFVV-65C-R3-V1ANTENNA TO BE INSTALLEDNEW BREAKOUT BOX TOBE INSTALLED (TYP. OF 2)NOTE:CONTRACTOR TO VERIFY ADEQUATECLEARANCES EXIST FOR ALL NEWEQUIPMENT PRIOR TO CONSTRUCTION.NOTE:CONTRACTOR TO VERIFY FINAL RRULOCATIONS PRIOR TO CONSTRUCTION(REMOVE & REPLACE EXISTING RRUMOUNTS AS NEEDED).NEW AEHC ANTENNATO BE INSTALLED STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CNOTE:1.ALL ANTENNAS SHALL BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTORSHALL COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITHRF ENGINEER. ANTENNA DOWNTILT SHALL BE SET AND VERIFIED BY A SMART LEVEL.2. CONTRACTOR SHALL INSTALL COLOR CODE RINGS ON EACH OF THE HYBRIDCABLES AND JUMPER CABLES WITH UV RESISTANT TAPE. ALL CABLE SHALL BEMARKED AT TOP AND BOTTOM WITH 2" COLOR TAPE OR STENCIL TAG. COLOR TAPEMAY BE OBTAINED FROM GRAYBAR ELECTRONICS.ANTENNA &CABLE SCHEDULEA-3ANTENNA & CABLE SCHEDULESCALE: NONETAGGING COLOR AND NOTESSCALE: NONE14RF JUMPER CONNECTION DETAILSCALE: NONE2(3) WRAPS OF INSULATIONTAPE (OVERLAPPING 50%)(2) STRETCH WRAPPEDWRAPS OF SELFAMALGAMATING TAPE(STRETCH 30%,OVERLAPPING 50%)(1) WRAP OF INSULATIONTAPE (OVERLAPPING 50%)50MM20MMCABLE TIEJUMPERS TO BE TORQUEDTO 221.27 IN/LBSNEW TOWER STANDOFF KIT.SITE PRO PART # STK3(2) NEW BARRELCUSHIONS. SITEPRO PART # BC124NEW COAX BLOCK.SITE PRO PART #CXB158EXISTING MOUNTING PIPENEW COAX BLOCKMOUNTINGHARDWARE. SITEPRO PART# CH50RF JUMPER MOUNTING DETAILSCALE: NONE3NOTE:ANTENNA INFORMATION OBTAINED FROM T-MOBILERF DATA CONFIGURATION SHEET DATED 05/20/22.NOTE:A STRUCTURAL ANALYSIS OF THE TOWER ORSTRUCTURE HAS BEEN COMPLETED BY TOWERENGINEERING SOLUTIONS ON SEPTEMBER 08, 2022. THELOCATION AND MOUNTING SHOWN IN THE STRUCTURALANALYSIS SHALL SUPERSEDE THESE DRAWINGS.NOTE:A FAILING MOUNT ANALYSIS OF THE EXISTING ANTENNAMOUNT HAS BEEN COMPLETED BY TOWER ENGINEERINGSOLUTIONS ON AUGUST 31, 2022. CONTRACTOR TOVERIFY EXISTING ANTENNA MOUNT IS MODIFIED PRIORTO CONSTRUCTION. PER THE MOUNT ANALYSIS IT ISRECOMMENDED TO INSTALL CUSTOM MOUNT PIPECONNECTIONS TO FIT THE PROPOSED ANTENNAS. THEREINFORCED ANTENNA MOUNT SHALL BE ANALYZEDPRIOR TO THE INSTALLATION OF THIS DESIGN.AEHC (ACTIVEANTENNA-MASSIVE MIMO)AEHC (INTEGRATED)SHARED HCS 2.0 TRUNKANTENNA & CABLE SCHEDULEJUMPER TYPE FROM BREAKOUTBOXES TO RRU'S/ANTENNASJUMPER TYPE FROMRRU TO ANTENNAJUMPER LENGTHJUMPER LENGTHHCS FACTORY LENGTHHCS DIA. & TYPERRU TYPEELECTRICAL DOWNTILTMECHANICAL DOWNTILTMODEL #COLOR CODINGRAD CENTERAZIMUTHTECHNOLOGYLOCATIONSECTORALPHAA-10BLUE (1-8)RED (1-8)RF JUMPERS0°GREEN (1-8)B-1C-1BETAGAMMAHYBRID JUMPERHYBRID JUMPERRF JUMPERS6'-0" / 6'-0"120°COMMSCOPEFFVV-65C-R3-V1(OCTO)70'-0"240°RF JUMPERSHYBRID JUMPER-±125'-0"-A-2RED0-RF JUMPERSHYBRID JUMPER-L2500, N2500AEHC (ACTIVEANTENNA-MASSIVE MIMO)AEHC (INTEGRATED)HCS 2.0 TRUNKB-2GREEN±125'-0"RF JUMPERSHYBRID JUMPER-AEHC (ACTIVEANTENNA-MASSIVE MIMO)AEHC (INTEGRATED)C-2BLUERF JUMPERSHYBRID JUMPER-SHARED HCS 2.0 TRUNK-AHFIG / AHLOAL2500, N2500L2500, N2500COMMSCOPEFFVV-65C-R3-V1(OCTO)COMMSCOPEFFVV-65C-R3-V1(OCTO)AHFIG / AHLOAAHFIG / AHLOA6'-0" / 6'-0"6'-0" / 6'-0"HCS 2.0 TRUNKSHARED HCS 2.0 TRUNKSHARED HCS 2.0 TRUNK2,2,2,2215'-0" / 15'-0"LTE 600, N600, LTE 700LTE PCS, LTE AWS, LAWS3,N1900, N210015'-0"15'-0" / 15'-0"15'-0" / 15'-0"15'-0"15'-0"002,2,2,22002,2,2,2270'-0"LTE 600, N600, LTE 700LTE PCS, LTE AWS, LAWS3,N1900, N210070'-0"LTE 600, N600, LTE 700LTE PCS, LTE AWS, LAWS3,N1900, N2100 STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CRF PLUMBING DIAGRAMSCALE: NONE1RF PLUMBING DIAGRAMA-4 STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CEQUIPMENT DETAILSA-5ANTENNA DETAILSCALE: NONE1SCALE: NONE5SCALE: NONE3SCALE: NONE2NOKIAANTENNAAEHC AIRSCALEDIMENSIONS, HxWxD:35.4"x22.8"x8.3"ANTENNA WEIGHT:99.2 lbs8.3"35.4"22.8"35.4"SIDE VIEWFRONT VIEWAHFIG DETAILFPKA MOUNTING BRACKETANTENNA DETAILDIMENSIONS, HxWxD:95.9"x25.2"x9.3"ANTENNA WEIGHT:124.6 lbs9.3"25.2"95.9"SIDE VIEWFRONT VIEWCOMMSCOPEANTENNAFFVV-65C-R3-V195.9"SCALE: NONE4AHLOA DETAIL*= 22.05" x 12.13" x 7.44"** = 83.76 lbs*** STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CEQUIPMENT DETAILSA-6HI-CAP BREAKOUT BOX DETAILSCALE: NONE1SCALE: NONE2SCALE: NONE34SCALE: NONEOVP DETAILAMIA DETAILPOWER BOOSTER DETAIL STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CEQUIPMENT DETAILSA-71SCALE: NONE19" EQUIPMENT RACK SPECIFICATIONS STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CEQUIPMENT DETAILSA-81SCALE: NONE23" BATTERY RACK SPECIFICATIONS FF E EF F E EA A A AA E E E ESTRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602C UTILITY PLANE-1UTILITY PLANSCALE: 3/8" = 1'-0"1NELECTRIC LINE EFIBER LINEFLEGENDALARM CABLEAPPC NOTES:·LOW VOLTAGE CONDUIT FROM AC PANEL/PPCTO EQUIPMENT RACK·(2) RUNS OF BELDEN 27916A 18 AWG 2CONDUCTOR TYPE TC CABLE, 600V WIRE·WIRE TO NORMALLY CLOSED RELAY FOR LOCP·WIRE TO NORMALLY OPEN RELAY FORGENERATOR RUNNOTE:IF 200 AMP IS NOT PRESENT, SERVICEWILL NEED TO BE UPGRADED DURINGANTENNA INSTALL.(2) NEW 2" EMT CONDUITS FROMNEW BATTERY/POWER PLANTRACK TO NEW/EXISTING OVP'SWITH (3) PAIRS OF BLUE/BLACK#2 AWG WIRES FOR DC POWERDC POWER IN CONDUITAS REQUIRED FORNEW EQUIPMENT INNEW EQUIPMENT RACK(2) NEW 2" EMT CONDUITSFROM NEW EQUIPMENTRACK TO NEW OVP'S WITH(6) NEW 30'-0" BOTTOMFIBER JUMPERSNEW 1" EMT CONDUIT FROMEXISTING AC PANEL/PPC TOEXISTING RELOCATED FSEBFOR LOSS OF COMMERICALPOWER ALARM(4) NEW 3/4" EMT CONDUITS WITH (3) #8AWG WIRES FOR POWER, (1) #10 AWGGROUND TO RUN FROM NEWBATTERY/POWER PLANT RACK TOEXISTING AC PANEL/PPC. CONDUIT TOBE INSTALLED WITH PULL STRINGSNEW 23" BATTERY/POWERPLANT RACK TO BEINSTALLED. SEE A-8NEW 19" EQUIPMENT RACKTO BE INSTALLED. SEE A-7:·NEW CSR IXRe V2·RELOCATED FSEB(2) NEW OVP'S TOBE INSTALLEDEXISTING ACPANEL/ PPCEXISTING METEREXISTING FIBERCABINETNEW 1" EMT CONDUIT FROMEXISTING FIBER CABINET TONEW BATTERY/POWERPLANT RACK FOR DC POWERNEW 1" EMT CONDUIT FROMEXISTING FIBER CABINET TONEW EQUIPMENT RACK FORFIBER STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CGROUNDING RISERGR-1GROUNDING RISERSCALE: NONE1LEGENDNOTES:1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LOCAL ELECTRICAL CODE(EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES.2. GROUNDING SHALL COMPLY WITH THE LOCAL ELECTRICAL CODE.3. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED.4. WIRES AND CABLES FOR POWER AND LIGHTING SHALL BE COPPER WITH TYPEXHHW, THWN, OR THHN INSULATION. SOLID CONDUCTORS FOR #10 AWG ANDSMALLER, STRANDED FOR LARGER THAN #10 AWG. MINIMUM SIZE #12 AWG.5. WIRES AND CABLES FOR POWER SHALL BE INSTALLED IN GALVANIZED RIGIDSTEEL CONDUIT OR FLEXIBLE LIQUID TIGHT CONDUIT AS INDICATED ON DRAWING.6. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BE RESPONSIBLEFOR SCHEDULING INSPECTIONS.7. COORDINATE WITH UTILITY COMPANIES SERVICE ENTRANCE REQUIREMENTS.8.PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALLITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLYOPERATIONAL.9.GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE TO ANTENNA MASTS,AND THE GROUND BARS. REMAINING GROUNDING CONNECTIONS SHALL BECOMPRESSION FITTINGS.10.GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH COAX CABLE GROUNDINGKITS & INSTALL WEATHER PROOFING KIT AT EACH CONNECTION.11.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTESTPATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULDNEVER BE BENT AT RIGHT ANGLE, ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY.12.CONTRACTOR TO PROVIDE GROUND RING AS SHOWN ON GROUNDING SITE PLANAND GROUNDING RISER DIAGRAM. CONTRACTOR SHALL TEST AND VERIFY THATTHE IMPEDANCE DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF ABIDDLE-MEGGER TESTER. GROUNDING AND OTHER OPERATIONAL TESTING SHALLSHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE.13.CONTRACTOR TO PROVIDE TELEPHONE CONDUIT AS SHOWN ON PLANS.14.CONTRACTOR TO PROVIDE ELECTRIC CONDUIT AS SHOWN ON PLANS.15.NOTIFY LOCAL UTILITY SERVICE PRIOR TO ANY INSTALLATION.16.ALL EQUIPMENT FURNISHED BY OTHERS SHALL BE PROVIDED WITH PROPERMOTOR STARTERS, DISCONNECTS, CONTROLS, ETC. BY THE ELECTRICALCONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. THE ELECTRICALCONTRACTOR SHALL INSTALL AND COMPLETELY WIRE ALL ASSOCIATEDEQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WIRE DIAGRAMS AND ASREQUIRED FOR A COMPLETE OPERATING INSTALLATION. ELECTRICALCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL CHARACTERISTICSAND REQUIREMENTS OF EQUIPMENT PRIOR TO ROUGH-IN OF CONDUIT ANDWIRING TO AVOID CONFLICTS WHERE APPLICABLE.17.GROUNDING CONDUCTORS SHALL BE COPPER OR SOLID TINNED COPPER. ALLCONNECTIONS MADE BELOW GRADE SHALL BE SOLID TINNED COPPER. ALLCONNECTIONS ABOVE GRADE STRANDED IS PERMITTED. BUS BARS TO BE TINPLATED COPPER18.ALL EXOTHERMIC WELDS ABOVE FINISHED GRADE SHALL BE PAINTED WITHCO-GALVANIZED ZINC ENRICHED PAINT TO MATCH COLOR OBJECT BONDED TO.19.CONNECT COAX GROUND KITS TO MASTER GROUND BAR AT BASE OF TOWER.20.CONNECT COAX GROUND KITS TO GROUND BUS AT TOP OF TOWER.21.CONNECT LNA GROUND TO GROUND BUS AT TOP OF TOWER.22.ALL GROUNDING CONNECTIONS TO BE MADE USING EXOTHERMIC WELD PROCESSUNLESS OTHERWISE APPROVED BY DESIGNER.23.ELECTRICAL CONTRACTOR TO PULL BONDING JUMPER AT RACK ONLY IFDISCONNECT GROUND IS TIED TO GROUND FIELD INSTEAD OF SEPARATEGROUND ROD.24.PLAN DRAWINGS SHOWN HEREIN DO NOT NECESSARILY DEPICT ELECTRICALREQUIREMENTS OF INDIVIDUAL EQUIPMENT AND DEVICES SUCH AS THEEQUIPMENT GROUNDING REQUIREMENTS, POWER REQUIREMENTS AND TELCORACEWAY REQUIREMENTS.25.PLAN DRAWINGS SHOWN HEREIN ARE DIAGRAMMATIC AND DO NOT NECESSARILYDEPICT THE EXACT EQUIPMENT QUANTITIES, LOCATION, LAYOUT ANDCONFIGURATION. REFER TO ARCHITECTURAL PLANS FOR EXACT EQUIPMENTLOCATION, LAYOUT AND CONFIGURATION.26.REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF POWER AND TELCOPOINT OF CONNECTIONS, THE DISTANCE OF THE RUN, AND THE SUGGESTEDCONDUIT ROUTING. FIELD VERIFY EXISTING CONDITIONS SPECIFICALLY FORCONDUIT ROUTING PRIOR TO BID.27.NUMBER OF ANTENNAS REPRESENTED IN THIS DETAIL ARE FOR SHOWINGCLARITY OF GROUND SYSTEM REQUIREMENTS ONLY. SEE RF INFO FOR ANTENNAQUANTITY.28.CONTRACTOR TO 'NOALOX' ALL CONNECTIONS TO GROUND BARS.29.ALL GROUND WIRES ENTERING GROUND SHALL HAVE PVC SLEEVE.EXISTING EQUIPMENTNEW ANTENNA EQUIPMENTMECHANICAL CONNECTIONEXOTHERMIC WELDEXISTING GROUNDING WIRENEW GROUNDING WIRERELOCATED EQUIPMENTNEW GROUND EQUIPMENTANTENNA SECTORMGBSHELTER FLOORGRADEEQUIPMENTRACKBATTERYRACKGBAMIACSR IXRE V2OVPNOTE:CONTRACTOR TO VERIFY FINALGROUNDING SYSTEM RESISTANCETO BE UNDER 5 OHMs.NOTES:·AMIA TO EQUIPMENT RACK GROUND BAR:#6 AWG STRANDED GREEN JACKETED GROUND WIRE·FSEB TO EQUIPMENT RACK GROUND BAR:#6 AWG STRANDED GREEN JACKETED GROUND WIRE·RACK GROUND BAR TO MASTER GROUND BAR:#2 AWG STRANDED GREEN JACKETED GROUND WIRE·EQUIPMENT/ BATTERY/ POWER PLANT RACKS TOMASTER GROUND BAR:#2 AWG STRANDED GREEN JACKETED GROUND WIRE·OVP TO MASTER GROUND BAR:#2 AWG STRANDED GREEN JACKETED GROUND WIRE·OVP FRAME TO GROUND BAR:#2 AWG STRANDED GREEN JACKETED GROUND WIRE#6 AWG STRANDED GREEN JACKETEDGROUND WIRE TO AHLOA'S & AHFIG'SFROM ANTENNA SECTOR GROUND BAREXISTING ANTENNA GROUND BAR(TYP. 1 PER SECTOR)BREAKOUTBOX#2 AWG SOLID TINNED GROUND WIRE FROMNEW ANTENNA MAST PIPE TO ANTENNASECTOR GROUND BAR (AS NEEDED) (TYP.)#2 AWG STRANDED GREEN JACKETEDGROUND WIRE TO BREAKOUT BOXESFROM ANTENNA SECTOR GROUND BARAHFIGAHLOAFSEBOVPBREAKOUTBOX STRUCTURAL MECHANICALTELECOMMUNICATION LAND SURVEYING CIVIL AQUATIC ACCESSIBILITY CONSULTING DESIGN & PROGRAM MANAGEMENT PLUMBING ELECTRICAL WT GROUP 2675 Pratum Avenue | Hoffman Estates, IL 60192 T: 224.293.6333 | F: 224.293.6444 wtengineering.com © Engineering with Precision, Pace and Passion. COPYRIGHT 2022 THE W-T GROUP, LLCJOB: T2201250CHECK: JKRDRAWN: ATKREVISIONSDATEISSUED FOR10/04/22FINAL0BYATKREV.Engineering Ÿ Design Ÿ Consulting 1930 DIFFLEY ROAD CHRIST EVANGELICAL LUTHER EAGAN, MN 55123 A1Q0602CEXOTHERMIC WELD TYPESSCALE: NONE(GL)LEVA(VS)HB(HS)HD(HA)PT(PT)(SS)BS(GR)GT(XA)XXBD, BE, BU(LJ)VA(VH)(GT)GO(TA)RTSCALE: NONENOTE:THE FOLLOWING SYMBOLS SHOWN ARE HARGERULTRAWELD EXOTHERMIC CONNECTIONS WITH PARTNUMBERS BELOW. THESE CONNECTIONS MAY BECROSS-REFERENCED WITH CADWELD CONNECTIONSWHICH ARE SHOWN IN PARENTHESIS.GROUND BAR CONNECTION DETAILSCALE: NONE13NOT USEDSCALE: NONE42GROUNDING DETAILSGR-2GROUND BAR DETAILTO GROUND#2 AWG SOLID TINNEDEXOTHERMIC WELDUSE THEFTPROOFFASTENERS ONALL GROUNDBARSCOMMSCOPEPART#MTC9674KEYEACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE ANIDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN ANDDESTINATIONSECTION "P" - SURGE PRODUCERS·COLLECTOR GROUND BAR·GENERATOR FRAMEWORK (IF AVAILABLE)·TELCO GROUND BAR·COMMERCIAL POWER COMMON NEUTRAL/GROUNDBOND·FIBER GROUND BAR·EQUIPMENT ROOM COLLECTOR GROUND BAR·HVAC·RECTIFIER FRAMESSECTION "A" - SURGE ABSORBERS·INTERIOR GROUND RING·EXTERNAL EARTH GROUND FIELD (BURIED GROUNDRING)·METALLIC COLD WATER PIPE (IF AVAILABLE)·BUILDING STEEL (IF AVAILABLE)·AC POWERSECTION "N" - NON-ISOLATED GROUND ZONE EQUIPMENT·MISCELLANEOUS NON-ISOLATED GROUND ZONEEQUIPMENT·CABLE TRAY SYSTEM·EQUIPMENT FRAMES·BATTERY RACKS·DC POWERSECTION "I" - ISOLATED GROUND ZONE·ISOLATED EQUIPMENT FRAMES·ISOLATED GROUND BAR - IGBNOTES:-EXTERIOR GROUND BARS TO BE TINPLATED-HARDWARE SHALL BE STAINLESS STEEL-CONTRACTOR SHALL GROUP INCOMINGWIRES-CONTRACTOR TO APPLY 'KOPR-SHIELD' TOALL CONNECTIONS1.1/4" THK ELECTRICAL TINNED GROUND BARHARGER OR APPROVED EQUAL. HOLE CENTERSTO MATCH NEMA DOUBLE LUG CONFIGURATIONINSULATORS (UNLESS NOTED OTHERWISE)3/8" STAINLESS STEEL LOCKWASHERS2.3.WALL MOUNTING BRACKET4.3/8" STAINLESS STEEL BNLF BOLTS5.KEY NOTES:6.EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPERCONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIEDGROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELDCONTRACTOR SHALL USE PERMANENT MARKER TODRAW THE LINES BETWEEN EACH SECTION AND LABELEACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS7.3/8" X 1-1/4"STAINLESSSTEEL HEX BOLTSTAINLESS STEELHARDWAREGROUNDINGCABLEGROUND BARTWO HOLE COPPERCOMPRESSION TERMINALSTAINLESS STEEL 3/4"x3/8" O.D.FLAT WASHER (TYP.)STAINLESS STEEL LOCKWASHER(TYP.)EXPOSED BARE COPPER TO BEKEPT TO ABSOLUTE MINIMUM, NOINSULATION ALLOWED WITHIN THECOMPRESSION TERMINAL (TYP.)GROUNDING CABLESTAINLESSSTEEL FLATWASHER (TYP.)1.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS2.NO CRIMPING OF SOLID #2. USE EXOTHERMIC WELD ONLYSTAINLESS STEEL NUTS (TYP.)SECTION "A-A"ELEVATIONAA