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2020-03-23 PACKET 06.2.
STAFF REPORT CASE: CUP2020-019 ITEM: 6.2 PUBLIC MEETING DATE: 3/23/20 TENTATIVE COUNCIL REVIEW DATE: 4/15/20 APPLICATION APPLICANT: SAC Wireless, LLC, on behalf of AT&T Mobility REQUEST: A conditional use permit to add and replace antennas, radios, and power plant cabinet on the 92nd Street Water Tower. SITE DATA LOCATION: ZONING: GUIDED LAND USE: 7130 92nd Street South R-3, Single Family Residential Low Density Residential LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Residential Low Density Residential EAST: Residential Low Density Residential SOUTH: Residential Low Density Residential WEST: School Public/Semi-Public SIZE: N/A DENSITY: N/A RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. Cottage Grove COTTAGE GROVE PLANNING DIVISION � here Pride and Prosperity Meet Planning Staff Contact: Emily Schmitz, Senior Planner; 651-458-2874; eschmitz(o-)_cottagegrovemn.gov Application Accepted:. 3/23/20 60 -Day Review Deadline: 4/15/20 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report AT&T Mobility — Conditional Use Permit Planning Case No. CUP2020-019 March 23, 2020 Proposal SAC Wireless, LLC, on behalf of AT&T Mobility, has applied for a conditional use permit (CUP) to amend their existing CUP allowing for additional wireless communication equipment to be at- tached to the Pine Hill Water Tower located at 7130 92nd Street South. This request would rescind Resolution No. 02-032 and approve a new resolution for the addition of equipment on the water tower. A new agreement with the City permitting AT&T to lease space on the Pine Hill water reservoir will also require City Council approval in addition to the 2020 CUP. The location map is shown below: Ij 'Auk r-2 °k+ 5 dA END 515 P Review Process V 10 Location Map I Application Received: February 26, 2020 Acceptance of Completed Application: February 26, 2020 Planning Commission Date: March 23, 2020 Tentative City Council Date: April 1, 2020 60 -Day Review Deadline: April 26, 2020 Planning Staff Report AT&T — Planning Case No. CUP2020-019 March 23, 2020 Page 2 of 5 Planning Considerations Ordinance Criteria The City's Electromagnetic Communication Facilities ordinance requires a conditional use permit for antennas and related wireless transmission facilities. Approval is subject to the provisions of the zoning ordinance and any conditions required by the City. Background Initial approval of a lease agreement and CUP for AT&T's installation of equipment on the Pine Hill water tower was in August 1999. This approval permitted the installation of the existing equip- ment on the tower (six antennas) as well as construction of the equipment shelter. The current conditional use permit approval in 2002 (Resolution No. 02-032) permitted the instal- lation of an additional three antennas for a total of nine antennas on the tower. No modifications to the equipment shelter were proposed at that time. Existing Tower Conditions Planning Staff Report AT&T — Planning Case No. CUP2020-019 March 23, 2020 Page 3 of 5 Project Scope AT&T Mobility is requesting removal of six antennas (two per sector) and replacing them with six new antennas; maintaining a total of nine antennas. The upgrade would increase the number of radios from 6 to a total of 15. The proposed scope of work would also include increasing the number of distribution boxes to a total of 12 from the current 4. The work would also include new cable to be run through the interior of the water tower as well as new equipment added to the shelter on site. JA A =01 345 AZ%RnH Current Equipment GAMNA SECTC42 (3; PRU'DSED ATAT EP86-6541_81-l8-L2 3iJ AiTIMUTH G,} — LTE 4CfSG PANEL ANTENNAS, (I PER _ SECTOR), 'A'}(3) PROPOSER AT&T G2 - - RRH43C23-1333 LTE HHH LNR5 (1 B? SECTOR) IN '�OSRIC4 1. (TYry. OF 3 SECTOR`•}. (3) WE'A' AT&i RRH 474R G1 B!'a/ ;C LTE 4C RRH UNITS (1 PER SECTORS IN-OSRION 1. (3) NEW AT&T PROP4$E0 HANDRAIL T4. 1aE INgALLE4 LTE RRH 4T4R B12/B14 3C RRH LWf PRIOR TD ANrU*WRAOILI UPGRADES (2 PEP SECTOR) IN PC$rr*N 1 (TIF. _ IT 3 SETINC A TO BE ADDED. t Al (1) ExISTIN4 Ai+kT F012 -P[+ - 1E RA*'CA TO RETAAN (1, PROPOSED AT&T F('12--c:5-11OE RAYW , • I ALOHA SECT{]R A.2 94' AZIMUTH €3) E)I$IIHC RELOCATED AT&T TMT$ (3) DISPNO AT&T HPA-b�R-BW-H4 PANEL ANTDMUS (1) PER SECTOR IN UMTS/LTE PAi✓fl1 ANTETIW.S, (1 PER POSITEN 3 (TW OF 3 =C7)RRH2SECTOR}, N'f(3) E7SlSfNO ATdT (3) EXISRNG 3ELOCA:TE4 UMTS TMAS A3 SECTOR) S+RBEY LTE RRH"OS. (1 PER (I) PM 5E rQR IN PmT1ON 3 (TYP SECTOR) IN REMAIN 2. (rE OF 3 OF 3 SEMRG; SECTORS} TO RETAIN (3) RELOCATED AT&T JhfT'S BSO TAl4-S FROM P4SR10N 3 (1 PER =OR) (TY'. OF 3 SECTORS) (3) PROPOSED AT&T N4H4-65C-R6 (3) PROP05ED AT&T DG2-40-6G-DBE LTE EC PANEL ANMNI S,. (1 PER RAYCAPS TO BE ArZED SECTOR), W/(3) 1IR0POSED AT*T (4) PROPOSED AT&T B RRH 47AR 05 LTE 6C RRH UMTS, DC2-i8-6D-G-IE ?AYCJWS (1 PER SECTOR) RI POSRIDM 3. OW OF 3 'SECTORS) (3) ExwNG ATAT DC2-48—GO—O-6E WCAPS TO RNAIN- - - - (1) PROPOSED ATffiT FCiB-PCF (1) EXISTING AT&T HPA-65R-BW �-HB — — • 81 RAXCCAP 7D BE MEED JMTz,/LTE PANEL ANTEN W TO REMNN FIE 56^TDF 7'0' A71W..rH Proposed Equipment (3) M5111113AT&T TM0.S, (1 PER SECTOR) TO BE REVVED (3) EKISTING AT&T PANEL ANTENNAS, (1 PER 5axcRL w/(3) asr1NG AW 740 RRH UMTS (1 PER SECTOR) IN POSITION 1. (TYP. OF 3 ALL Ex15rINC EOUFMEHi TO SECTORS) TO BE REMOVED. T36uL51N TYS BE RELOCATED TO NEW FW7i11f1A1L (1) E10VW Arwr FC12-K6-"OE (i) EXISTING ATOr Q65-17-xLH- bR RAV*W TO REILAIH LTE PANEL ANTENNA TO EE FEMOVEO FRW POSITION 3 (3) E1 wNG AIAT DC2-4B-6(I—BE --� (2) EXISTING AT&T HPA-65R—OIL—H+ RAYCAPS T6 REMAIN 1 LWIZ LTE MEL ANTE4hA5, i1 FER ALPHA & CAW" SECTORS;, W/�3) EXISTING AT&T RRH2%40-AWS+RDEN LTE {I PEj SE3 IN r. PO�RIOh 7. (TYP. OF 3 SEOT345) T1? 0 REMAIw. rI; EXISTING AT&T.RRH'S {' aLFi-L8. SEf.iC•R FEH �E[roi ) Iv Fosr[ IN 7 Cr"-. OF 4;r AZIVJTH 3 SEGrORS) TO EE RDArl+E7 LATA SECTJR 2'7 AiIMLrtH PA Ex1ST►IG i7O01O?Na LTE PANEL liITEFINI4lS T6 BE RE4a7aED AST (1) EASTIN4 AIAT-PA—W—OUV—HP ---- _ mm POSR<ON 3, (I PER ALPHA & UMTS./LTE PANEL ANTENNA TO REIAAN WMA SECTM) - (3) EtMNG AT&T UMTS 854 TWS Til BE RELOCATED FAW POSMON 3 TO POSITION 2 (1 PER SECTOR) (7P. OF 3 SECTOR;) Current Equipment GAMNA SECTC42 (3; PRU'DSED ATAT EP86-6541_81-l8-L2 3iJ AiTIMUTH G,} — LTE 4CfSG PANEL ANTENNAS, (I PER _ SECTOR), 'A'}(3) PROPOSER AT&T G2 - - RRH43C23-1333 LTE HHH LNR5 (1 B? SECTOR) IN '�OSRIC4 1. (TYry. OF 3 SECTOR`•}. (3) WE'A' AT&i RRH 474R G1 B!'a/ ;C LTE 4C RRH UNITS (1 PER SECTORS IN-OSRION 1. (3) NEW AT&T PROP4$E0 HANDRAIL T4. 1aE INgALLE4 LTE RRH 4T4R B12/B14 3C RRH LWf PRIOR TD ANrU*WRAOILI UPGRADES (2 PEP SECTOR) IN PC$rr*N 1 (TIF. _ IT 3 SETINC A TO BE ADDED. t Al (1) ExISTIN4 Ai+kT F012 -P[+ - 1E RA*'CA TO RETAAN (1, PROPOSED AT&T F('12--c:5-11OE RAYW , • I ALOHA SECT{]R A.2 94' AZIMUTH €3) E)I$IIHC RELOCATED AT&T TMT$ (3) DISPNO AT&T HPA-b�R-BW-H4 PANEL ANTDMUS (1) PER SECTOR IN UMTS/LTE PAi✓fl1 ANTETIW.S, (1 PER POSITEN 3 (TW OF 3 =C7)RRH2SECTOR}, N'f(3) E7SlSfNO ATdT (3) EXISRNG 3ELOCA:TE4 UMTS TMAS A3 SECTOR) S+RBEY LTE RRH"OS. (1 PER (I) PM 5E rQR IN PmT1ON 3 (TYP SECTOR) IN REMAIN 2. (rE OF 3 OF 3 SEMRG; SECTORS} TO RETAIN (3) RELOCATED AT&T JhfT'S BSO TAl4-S FROM P4SR10N 3 (1 PER =OR) (TY'. OF 3 SECTORS) (3) PROPOSED AT&T N4H4-65C-R6 (3) PROP05ED AT&T DG2-40-6G-DBE LTE EC PANEL ANMNI S,. (1 PER RAYCAPS TO BE ArZED SECTOR), W/(3) 1IR0POSED AT*T (4) PROPOSED AT&T B RRH 47AR 05 LTE 6C RRH UMTS, DC2-i8-6D-G-IE ?AYCJWS (1 PER SECTOR) RI POSRIDM 3. OW OF 3 'SECTORS) (3) ExwNG ATAT DC2-48—GO—O-6E WCAPS TO RNAIN- - - - (1) PROPOSED ATffiT FCiB-PCF (1) EXISTING AT&T HPA-65R-BW �-HB — — • 81 RAXCCAP 7D BE MEED JMTz,/LTE PANEL ANTEN W TO REMNN FIE 56^TDF 7'0' A71W..rH Proposed Equipment Planning Staff Report AT&T — Planning Case No. CUP2020-019 March 23, 2020 Page 4 of 5 The proposed antennas would be installed on the guardrail of the water tower, which is proposed to be replaced as a part of the proposed project. All existing equipment would be relocated to the new handrail. All cables, handrails, and equipment must be painted the same color as the tower. City Department Review The City's Technical Review Committee reviewed this application under those criteria. The Com- mittee found that the CUP criteria could be met, and the conditional use permit for AT&T Mobility could be approved subject to conditions. Public Hearing Notices The public hearing notice was mailed to 63 property owners who are within 500 feet of the site and published in The Bulletin on March 11, 2020. Recommendation That the Planning Commission recommend that the City Council rescind Resolution 2002-032 and approve SAC Wireless, LLC on behalf of AT&T Mobility's request to allow the replacement and addition of equipment at the City's Pine Hill Water Tank location as shown on AT&T's site plan prepared by Ramaker & Associates, Inc. dated February 25, 2020, subject to the following conditions: 1. All applicable permits (i.e., building, electrical, mechanical) and a commercial plan review packet must be completed, submitted, and approved by the Building Official, Fire Marshal, and Public Works Director prior to the commencement of any construction activities. 2. Applicant shall provide Public Works Department with all drawings, plans, and specifica- tions of the replacement equipment and additional equipment. 3. Applicant must replace existing guardrail prior to installation of equipment to the water tower. 4. Applicant will continue to work with the Public Works Department to finalize the lease area and must execute a Lease Amendment. 5. Applicant must submit as -built drawings to the City upon completion of the installation. 6. Applicant must comply with the terms and conditions of the Lease. 7. The applicant must schedule a pre -construction meeting with the Public Works Director and City Engineer before work can begin. 8. Advertising on the antennas or equipment building is prohibited. 9. Outdoor storage is prohibited. 10. Color and sample materials for all cables, antennas, mounting brackets/braces, and equip- ment must be submitted to the Public Works Director for final approval prior to issuance of the building permit. City -specified manufactured colored coaxial cable will be required Planning Staff Report AT&T — Planning Case No. CUP2020-019 March 23, 2020 Page 5 of 5 (painted coaxial cable will not be accepted). All cable, railings, and equipment must be painted to match the tower. 11. No significant change in the use or design of the antennas may be made without consent of the Public Works Director. Minor modifications to service or use may be considered if such changes will not cause the wireless equipment to violate the performance standards set forth in the City Codes or the conditions of this conditional use permit or lease agreement. 12. Utilities must be installed underground as approved by the Public Works Director. 13. The applicant must restore turf areas damaged by construction at the water tower site by providing a minimum of four inches of topsoil and seeding and watering of all disturbed areas. Seed mix shall be approved by the Public Works Director. 14. Resolution 2002-032 is hereby rescinded. Prepared by: Emily Schmitz Senior Planner Attachments: — Construction Plan Set Dated: 2/25/20 — Statement of Justification Dated: 2/26/20 AT&T CONSTRUCTION MIKE VANSTEEL SITE PHOTO EMAIL: MV5257@ATT.COM AT&T PROJECT CONSULTANTS PROJECT a. MANAGEMENT: 540 W. MADISON ST., 9TH FLOOR NORTH CHICAGO, ILLINOIS 60651 MOBILITY EMAIL SHAMMIKKA.CHISOLMCSACW.COM SITE SAC WIRELESS ACQUISITION CONTACT: KARLA SUSNJAR PROJECT: LTE 3C/5C/4C/6C ANT MOD/SOFTWARES ARCHITECT: RAMAKER & ASSOCIATES SITE #: MPLSMN3118 SANK CITY. WISCONSIN 53783 FA #: 10081736 PHONE:( M) 644-2239 EMAIL I O PSETH @ RAMAK E R. CO M PTN #: 3511AOBQYQ/ 3511AOBQ79/ 3511AOPDJD/ 3511AOPDS3/ 3511AOPDEW/ 3511AOPE4K/ 3511AOPE5R/ 3511AOBQ7E PROJECT INFORMATION PACE #: MRUMW021072/ MRUMW021171/ MRUMW034187/ SITE NAME: COUNTY: COTTAGE GROVE WASHINGTON MRUMW034118/ MRUMW034111/ MRUMW034107/ ADDRESS: 7130 SOUTH 92ND ST COTTAGE GROVE, MN 55016 MRUMW034122/ MRUMW021112 JURISDICTION: CITY OF COTTAGE GROVE SITE "UMBER SI NUMBER: MPLSM"3118 10081736 JURISDICTION: CITY OF COTTAGE GROVE PT": 35;;AOPDJD/ 35111AOPO53/ SITE NAME: COTTAGE GROVE 3511 ASPDEW/ 3511 AOPE4K/ 3511AOPE5R/ 3511AOB07E ADDRESS: 7130 SOUTH 92ND ST PAGE: DRUM W021072/ MRUMW021171/ MRUMW0341/ IIRUMW34118/ COTTAGE GROVE MN 55016 1 1 MRUMW0341/ MRUMWO34107/ , MPUMWO34122/ MPUMW021112 VICINITYMAP LOCAL MAP USID: 1763 0 LATITUDE: LONGITUDE: TOWER OWNER: 44' 49' 02.0" N 44.817224' 92' 57 42.1" W —92.961681' CITY OF COTTAGE GROVE �,. �� Q 7515 80th STREET SOUTH COTTAGE GROVE, MN 55016 J i•� 1 GROUND OWNER: CITY OF COTTAGE GROVE 7516 80th STREET SOUTH Is i COTTAGE GROVE, MN 55016 LANDLORD CONTACT: EMAIL: HARRY TAYLOR HTAYLOR@COTTAGE- GROVE "--:. •.- tw,.•.,v.. PHONE: .OPG 3 (T& APPLICANT: WIRELESS AT&T WIRELESS 7900 XERXES AVE S, GIRD FLOOR SITE - O TE BLOOMINGTON, MN 55431 -- ,,,,, © AT&T JAN IS RELIES "' PROJECT MANAGER: PHONE: (952)-258-3192 EMAIL: JA799U@ATT.COM AT&T CONSTRUCTION MIKE VANSTEEL MANAGER: EMAIL: MV5257@ATT.COM PROJECT CONSULTANTS PROJECT SAC WIRELESS MANAGEMENT: 540 W. MADISON ST., 9TH FLOOR NORTH CHICAGO, ILLINOIS 60651 CONTACT: SHAMMIKKA CHISOLM EMAIL SHAMMIKKA.CHISOLMCSACW.COM SITE SAC WIRELESS ACQUISITION CONTACT: KARLA SUSNJAR EMAIL KARLA.SUSNJAR@SACW.COM ARCHITECT: RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SANK CITY. WISCONSIN 53783 CONTACT JOSH OPSETH PHONE:( M) 644-2239 EMAIL I O PSETH @ RAMAK E R. CO M CONSTRUCTION SAC WIRELESS 540 W. MADISON ST. 9TH FLOOR CHICAGO, ILLINOIS 60651 CONTACT: MEGHAN GRAHAM EMAIL: MEGHAN.GRAHAM@SACW.COM I Qw me GpT TO 'CALEB'• NORTH NOT TO SCALE DRIVING DIRECTIONS DIRECTIONS FROM: 7900 XERXES AVE S, BLOOMINGTON MN 55431 1. DEPART SOUTH ON XERXES AVE S / CR -31 (262 FT). 2. TURN LEFT ONTO AMERICAN BLVD W (0.5 MI). 3, TURN LEFT ONTO PENN AVE S / CR -32 N (0.2 MI). 4. TAKE RAMP RIGHT FOR 1-494 E / MN -5 E (15.4 MI). 5. AT EXIT 63B, TAKE RAMP RIGHT FOR US -61 SOUTH / US -10 EAST TOWARD HASTINGS (4.1 MI). 6, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR BOTH ST / GRANGE BLVD (0.3 MI). 7. TURN RIGHT ONTO GRANGE BLVD / CR -39 N (0.1 MI). 8, TURN LEFT ONTO HADLEY AVE S HT MI), 9. TURN LEFT ONTO 92ND ST S, ARRIVE AT SITE ON THE LEFT (0.1 MI). S, NORTH ONE 11L 212 11 C. XTILL FL AbTREE 1Etz0 b"2111117o Know what's bele W. R CBI I before you dig.N :.cnvATe V DRAWING INDEX SPE NOTES & SPECIFICATIONS AT COMPOUND PLAN AS EQUIPMENT PLAN A3 TOWER ELEVATION A4 ANTENNA PLAN A5 ANTENNA & CABLE CONFIGURATION AS ANTENNA, BRIT AND MOUNTING DETAILS A7 ANTENNA, BRIT AND MOUNTING DETAILS A8CABLE NOTES & COLOR CODING El GROUNDING DETAILS SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE LIST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: LTE 4C PCS: - ADD (3) AIRSCALE B25/65 DUAL BAND RRHS IN P1. - ADD (1) 6 AWG DC TRUNK. - ADD (3) 50A BREAKERS. - ARIA - POWER PLANT SWAP LTE - SWAP BATTERIES AND RACK 5C 700 FN: - SWAP EXISTING 700 GRITS FOR (3) AIRSCALE B12/14 DUAL BAND GRITS IN P1. - ADD (1) FC18-PCB-8F. - ADD (3) DC2-48-60-0-9E. - ADD (1) 6 AWG DC TRUNK. ADD (1) 18 PAIR FIBER TRUNK. - ADD (1) DC12-48-60-0-RM. - SWAP EXISTING BREAKERS FOR (3) SOA. ASIA. AND. LTE 6C 850: - SWAP P3 ANTENNAS FOR (3) NNH4-65C-R6. RELOCATE UMTS 850 TO P2. - ADD (3) AIRSCALE 35/29 DUAL BAND GRITS IN P3. REUSE EXISTING DC TRUNK. - ADD (3) 25A BREAKERS. AMIA. ABIL. ASIK. LTE 3C WCS: - SWAP P1 ANTENNAS FOR (3) EPBQ-654LSH8-L2. REMOVE GSM TMA s AND RF JUMPERS. - ADD (3) RRH4x25-B30 RRH, IN P1. ADD (1) FC12-PC6-10E. ADD (3) DC2-48-60-0-9E. ADD (1) 8 AWG DC TRUNK (WHITE). ADD (2) DC3-48-60-0-RM. ADD (3) 2 O BREAKERS. (1) RECTIFIER. (1) CONVERTER. ARIA. PAINT TO MATCH. INSTALL NEW HANDRAIL CODE COMPLIANCE 2015 MINNESOTA STATE BUILDING CODE 2017 NATIONAL ELECTRIC CODE TIA/EIA-222-G REFERENCE MATERIALS THESE DRAWINGS ARE BASED AT&T SCOPING DOCUMENT DATED 06/07/19 • REVISED REDS PENDING. CONTRACTOR TO USE LATEST VERSION WITH CD'S PER SCOPE OF WORK, SPECIAL NOTES ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH CURRENT AT&T CONSTRUCTION INSTALLATION GUIDE. EXISTING CONDITIONS WILL BE CHANGED & VERIFIED IN FIELD. IF SIGNIFICANT DEVIATIONSOR DETERIORATION ARE ENCOUNTERED AT THE TIME OF CONSTRUCTION, A REPAIR PERMIT WILL BE OBTAINED & CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. THESE DRAWINGS ARE FULL SIZE & SCALEABLE ON 11X17" SHEET SIZE. STATEMENT THAT COMPLIANCE WITH THE ENERGY CODE IS NOT REQUIRED. -SCOPE OF WORK DOES NOT INVOLVE MODIFICATIONS TO EXTERIOR ENVELOPE OF BUILDING, HVAC SYSTEMS OR ELECTRICAL LIGHTING. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THEJOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. AT&T s�J aRAMAKER &ASSOCIATES, INC. 855 Community Dr, Sauk Cry, 0 53583 E08-54341DD Nw 11—ke— 5-1.6 WI • Willmar,MN Woodcliff Lake,NJ • Baydmon.PR RAj:45145 e Sea -1 N. REGISTERED PROFESSIONAL ENGINEER N� N0.42202 hQ 9p�0f �INN�ci q FAOBAO KH e Typed orRRinleA Name Regielralion Number: LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE TITLE SHEET SHEET NUMBER T1 GENERAL CONSTRUCTION EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. APPLY NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. CONTRACTOR/CM - SAC WIRELESS 24, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED SUB -CONTRACTOR - PER TRADE BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, OWNER - AT&T WIRELESS AND STABILIZED TO PREVENT EROSION. 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T 25, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING PROJECT SPECIFICATIONS. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, 3, GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL TO 33. TO OCCUPANCY IS LIMITED PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ESTIMATED LENGTHS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 27, THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE BY THE LOCAL JURISDICTION. ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 28, ALL NECESSARY RUBBISH, STUMPS. DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 5, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 52, ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RFCONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. FIBER & POWER CABLE MOUNTING 53, THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALLBE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 54, THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED ATINTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION: WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, 30, CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL 55. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. AS INDICATED ON THE DRAWINGS. 31, CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 56-61 RESERVED FOR ADDITIONAL NOTES. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES 32, THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER COAXIAL CABLE NOTES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS TIMES. CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE REQUIRED). 62. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO TO 33. TO OCCUPANCY IS LIMITED PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH TIMES PER MONTHBY TECHNICIANS. , ESTIMATED LENGTHS. MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 63, CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 8, THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9, IF THESPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11, GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13, SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14, WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15, CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 35, ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/CPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING'. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36, CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37, CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF AN V DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39, NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. ANTENNA MOUNTING 40, DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANS/TIA-222 OR APPLICABLE LOCAL CODES. 41, ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', UNLESS NOTED OTHERWISE. 42, ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 'ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 43, DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780, 17, THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 44, ALL ANTENNA MOUNTS SHALL BE INSTALLED WITHLOCK NUTS, DOUBLE NUTS AND SHALL 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. CONTRACTORS TO THE SITE AND/OR BUILDING. 45, CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR 19, THEGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR INSTALLATION AND GROUNDING. THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 45. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF ENSURE ANTENNAS PERFORM AS DESIGNED. PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL 47 PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL TIMES. CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. 21, THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- RATING OF NOT LESS THAN 2-A OF 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF 59 AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.59 AS TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING DEFINED BY THE RFDS. REFER TO ND -00246, CONSTRUCTION. 48, JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH 22, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE SECTOR. PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BYTHE ENGINEER. EXTREME CAUTION SHOULD 49, CONTRACTOR SHALL RECORD THE SERIAL 4, SECTOR, AND POSITION OF EACH ACTUATOR BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) 50, TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. AS FEASIBLE IN A VERTICAL POSITION. 23, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH TORQUE REQUIREMENTS INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED,CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE 51. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 64. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 65, ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2' DIA. LEE AND SHALL NOT EXCEED 6'-0 66, ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC, 67, CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 68, CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 69, CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 70. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. GENERAL CABLE AND EQUIPMENT NOTES 71. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 73. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 74. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 75, IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. PROPOSED ANTENNAS AND MOUNTING PIPES INSTALLED ON THE EXTERIOR OF THE WATER TOWER SHALL BE SHOP PAINTED TO MATCH THE COLOR OF THE WATER TOWER (VERIFY COLOR). B. ALL EXPOSED JUMPERS, COAX, DC POWER CABLES AND OTHER CABLES ARE TO BE PROVIDED WITH MANUFACTURED WHITE JACKETING OR TAPED WHITE C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D DQ NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 76. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-D", ADDITIONAL CABLE GROUNDING REQUIRED. C GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 77. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF A-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. e�ooMiNo.oN, MN ssas� �.110 IT A,ERAMAKER &ASSOCIATES, INC. 855 Co ,lty DI,, Sauk Cry.0 53583 W"43i1DD Nw 11-karA6ro 5-kCiry.WI Willmar,MN Waadcliff Lke,N1 3-11 -PIR PAi:45145 LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE NOTES & SPECIFICATIONS SHEET NUMBER SP1 COATING SYSTEMS FOR TELECOMMUNICATION EQUIPMENT PART 1 GENERAL 1.01 SUMMARY A. SECTION INCLUDES PAINTING AND PAINTING REPAIR WORK ASSOCIATED WITH THE INSTALLATION OF ANTENNAS, COAXIAL CABLES, AND OTHER COMMON COMPONENTS WITH DIRECT ATTACHMENT TO WATER TANK FACILITIES. 1.02 REFERENCES A. SOCIETY FORg PROTECTIVE COATINGS (SSPC): 1. V UMI 1: GOOD PAINTING PRACTICE 2. VOLUME 2: SYSTEMS AND SPECIFICATIONS 1.03 SUBMITTALS A. PRODUCT DATA: SUBMIT DATA SHEET FOR EACH COATING SYSTEM. PART 2 PRODUCTS 2.01 MATERIALS A. MANUFACTURERS: 1. SHERWIN WILLIAMS COMPANY www.sherwin-williams.com 2. TNEMEC COMPANY www.tneme 3. X -I -M PRODUCTS w imhondeT eom PART 3 EXECUTION 3.01 EXAMINATION A. VISUALLY EVALUATE SURFACE PREPARATION BY COMPARISON WITH PICTORIAL STANDARDS OF SSPC-VIS-1-89. 3.02 PREPARATION A. REMOVE ALL SURFACE CONTAMINANTS IN ACCORDANCE WITH SSPC-SP1 SOLVENT CLEANING. 1. DO NOT USE HYDROCARBON SOLVENTS ON SURFACES TO BE COATED WITH WATER-BASED COATINGS. B. CLEAN AND REMOVE ALL RUST, SLAG, WELD SPLATTER, WELD SCABS, MILL SCALE, AND LOOSE PAINT. C. PROTECT AREAS ADJACENT TO WELDING & OR GRINDING OPERATIONS TO PREVENT DAMAGE OF SURROUNDING INTACT PAINT SYSTEM. D. FERROUS METAL: SSPC-SP6 COMMERCIAL BLAST CLEANING E. GALVANIZED STEEL: SSPC-SP7 BRUSH OFF BLAST F. ANTENNA COVERS, COAXIAL CABLE, NON-METALLIC SUBSTRATES AND PREVIOUSLY PAINTED SURFACES: SCARIFY TO DE -GLOSS. SSPC-SP1 WITH A NON -HYDROCARBON SOLVENT. G. SURFACE PROFILE SHALL BE ACCORDANCE WITH MANUFACTURER'S PRODUCT RECOMMENDATION. H. RE -BLAST ALL SURFACES: 1. WHERE RUSTING HAS RECURRED. 2. THAT DO NOT MEET THE REQUIREMENTS OF THESE SPECIFICATIONS. 3.03 APPLICATION A. COATINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. B. SURFACES TO BE COATED SHALL BE CLEAN, DRY, AND FREE OF AIRBORNE DUST AND CONTAMINANTS AT THE TIME OF APPLICATION AND WHILE FILM IS FORMING. C. FINISH COAT SHALL BE UNIFORM IN COLOR AND SHEEN WITHOUT STREAKS, LAPS, RUNS, SAGS OR MISSED AREAS. D. SHOP PAINTING: TAPE -OFF (2 -INCH MINIMUM) SURFACES THAT WILL BE IN THE HEAT -AFFECTED -ZONE DURING FIELD WELDING. E. COMPONENT PAINTING: 1. INTERIOR EXPOSED FERROUS METAL AND GALVANIZED STEEL: A. PRODUCT: SHERWIN WILLIAMS MACROPDXY 646 OR TNEMEC SERIES 161 1. NUMBER OF COATS: 2 2. DRY FILM THICKNESS: 4.0-6.0 MILS (PER COAT) 3. COLOR: BY OWNER 2. EXTERIOR EXPOSED FERROUS METAL AND GALVANIZED STEEL: A. PRIMER: SHERWIN WILLIAMS MACROPDXY 646 OR TNEMEC SERIES 161 OR N69 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 4.0-6.0 MILS 3. COLOR: BY OWNER B. FINISH: SHERWIN WILLIAMS ACROLON 218 OR TNEMEC SERIES 1O74D/1O75O 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 2.0-3.0 MILS 3. COLOR: BY OWNER 3. ANTENNA COVERS: A. PRIMER: SHERWIN WILLIAMS PRO-CRYL PRIMER 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 2.0-4.0 MILS B. FINISH: SHERWIN WILLIAMS SHER-CRYL HPA 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 2.5-4.0 MILS 3. COLOR: BY OWNER 4. COAXIAL CABLE A. PRIMER: X -I -M 1138 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 2.0-3.0 MILS B. FINISH: SHERWIN WILLIAMS SHER-CRYL HPA 1. NUMBER OF COATS: 1 2. DRY FILM THICKNESS: 2.5-4.0 MILS 3. COLOR: BY OWNER 3.04 REPAIR OF AREAS DAMAGED BY WELDING A. PREPARE THE DAMAGE BY ONE OF THE TWO FOLLOWING METHODS AS DIRECTED BY THE ENGINEER. 1. ABRASIVE -BUST TO SSPC-SP6. 2. MECHANICALLY CLEAN TO SSPC-SP71. B. FEATHER EDGES TO PROVIDE SMOOTH COATING TRANSITION. C. APPLY PRIME COAT TO BARE METAL SURFACE. D. MASK OFF RECTANGULAR AREA AROUND PRIME COAT. E. APPLY FINISH COAT. 3.D5 QUALITY CONTROL A. MEASURE DRY FILM THICKNESS WITH A MAGNETIC FILM THICKNESS GAGE IN ACCORDANCE WITH SSPC-PA2. B. VISUALLY INSPECT DRIED FILM FOR FUNS, SAGS, DRY SPRAY, OVERSPRAY, EMBEDDED PARTICLES AND MISSED AREAS. C. REPAIR DEFECTIVE OR DAMAGED AREAS IN ACCORDANCE WITH ARTICLES 3.02 AND 3.03. NOTES FOR THE PENETRATIONS IN THE STIFFENER RING AND PROPOSED PENETRATIONS IN THE FLUTES: 1. THE PROPOSED PENETRATIONS CANNOT BE ON A FLUTE THAT HAS A SEAM. 2. ALL ADJACENT SURFACES MUST BE PROTECTED FROM METAL SHAVINGS PRODUCED BY THE DRILLING FOR THE PROPOSED PENETRATIONS, NOT LIMITED TO THE USE OF WELD BLANKETS. ALL METAL SHAVINGS ARE TO BE CLEANED UP AND PROPERLY DISPOSED OF. 3. PENETRATIONS IN THE WATER TOWER FLUTES AND ON THE STIFFENER RING ARE TO BE TAPED OFF AND SPRAYED WITH COLD GALVANIZE PAINT TO PROTECT RAW STEEL. 4. SEH RECOMMENDS THE INSTALLATION OF FIREWALL GROMMETS IN ALL EXTERIOR PENETRATIONS FOR COAX/JUMPERS AND SEALED WITH SILICON CAULK. ANTENNA/RRH MOUNTING NOTES: 1. ALL ATTACHMENTS TO PAINTED SURFACES ARE TO INCLUDE THE PLACEMENT OF NEOPRENE STRIPS BETWEEN HARDWARE AND POINTS OF CONTACT TO REDUCE/ELIMINATE DAMAGE TO THE PAINTED SURFACE. METAL SHIMS ARE REQUIRED IN SITUATIONS WHERE TIGHTENING A CLAMP MAY CAUSE THE NEOPRENE TO TEAR CAUSING METAL TO METAL CONTACT. WHERE POSSIBLE EXPOSED NEOPRENE SHOULD BE WRAPPED WITH WHITE TAPE. FASTENING SEQUENCE SHOULD INCLUDE NYLON WASHERS BETWEEN THE PAINTED SURFACE AND THE GALVANIZED WASHER. 2. PROPOSED ANTENNAS, MOUNTING PIPES, SHROUDS AND ANY REPLACEMENT STANDOFFS, ANTENNA FRAMES, EMT CONDUIT INSTALLED ON THE EXTERIOR OF THE WATER TOWER SHALL BE SHOP PAINTED TO MATCH THE COLOR OF THE WATER TOWER (VERIFY COLOR). 3. NEW MOUNTING PIPES ARE TO HAVE WELDED END CAPS, EXISTING MOUNTING PIPES ARE TO BE CAPPED AT BOTH ENDS WITH WHITE RUBBER CAPS. 4. CONTRACTOR TO TOUCH UP PAINTING ON EXISTING ANTENNAS, SPOT REPAIRS MADE WITH BRUSH AND W/0 FEATHERING, SHOULD BE COMPLETELY ROLLED FOR UNIFORMITY. 5. CONTRACTOR TO TOUCH UP EXISTING ANTENNA MOUNTING PIPES, DEPENDING UPON THEIR CONDITION (DAMAGED/FAILED), THE CIN MAY REQUEST REPLACEMENT. 6. ALL EXPOSED JUMPERS AND CABLES ARE TO BE PROVIDED WITH MANUFACTURED WHITE JACKETING OR TAPED WHITE. 9. ALL MOUNTING HARDWARE IS TO BE GALVANIZED AND/OR PROVIDED IN A NON -CORRODING MATERIAL. 10. SHROUDS FOR THE RRU'S MUST BE MOUNTED WITHIN THE TENANT'S LEASE AREA AND NOT EXTEND BEYOND IT, 11.ALL ABANDONED ANTENNAS, COAXIAL CABLE AND DETACHABLE EQUIPMENT THAT IS NO LONGER USED ARE TO BE REMOVED DURING THE FINAL MIGRATION. 10. ALL EQUIPMENT IS TO BE IDENTIFIED BY THE TENANT. 11. ALL EQUIPMENT HAS TO BE INSTALLED EXACTLY AS PER THE PLANS; NO FIELD MODIFICATIONS ARE ALLOWED AFTER THE FACT, DRAWINGS MUST ACCURATELY REFLECT ACTUAL INSTALLATION WITH BOTH EXISTING AND PROPOSED EQUIPMENT. 12. THE FOLLOWING ARE THE CITY OF EAGAN SPECIFICATIONS FOR MOUNTING EQUIPMENT ON WATER TOWERS: .MINIMUM DISTANCE FROM THE TANK WALL: 6" (REQUIRED FOR SERVICING THE WATER TANK, DOES NOT INCLUDE THE SHROUDS AS THEY ARE REMOVABLE). .MAXI MUM DISTANCE FROM THE TANK WALL: 28". -THE ATTACHED PHOTOS SHOW THE CURRENT MOUNTING PIPE IN POSITION (2) IS TOO CLOSE TO THE TANK WALL, THIS WILL HAVE TO BE MODIFIED TO MEET THE CITY'S REQUIREMENTS. -ALL EQUIPMENT HAS TO BE INSTALLED EXACTLY AS PER CITY APPROVED PLANS; NO FIELD MODIFICATIONS ARE ALLOWED AFTER THE FACT. ALL PLANS HAVE TO BE APPROVED BY THE CITY, IF THERE ARE ANY CONCERNS ABOUT HOW EQUIPMENT WILL FIT OR BE INSTALLED, IT WOULD BE BENEFICIAL FOR THE TENANT TO DO A SITE VISIT, TAKE MEASUREMENTS AND CONFIRM IF THE NSTALLATION WILL WORK. 13. THE CITY OF EAGAN HAS RECENTLY CHANGED THE WAY IT BILLS FOR TOWER/RESERVOIR SPACE, INSTEAD OF LEASING BY THE NUMBER OF ANTENNA INSTALLED PER SECTOR, A 1O'0D' VERTICAL AREA IS THE STANDARD, ANY SPACE OCCUPIED BY TELECOMMUNICATIONS EQUIPMENT OUTSIDE OF THAT 10'x10' VERTICAL AREA WILL NECESSITATE A CHANGE, OR INCREASE, IN RENT, IT APPEARS THAT THE SPACE REQUIRED FOR THE EXISTING EQUIPMENT 12'-6" MOUNTING PIPES) CURRENTLY IS LARGER THAN A 10x10 FOOT AREA, IF THE CONFIGURATION REMAINS, ADDITIONAL RENT WILL �E REQUIRED, IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT JIM HAUTH AT 651.675.5216. AT&T �JIII IT AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EWl 53583 EO8�43i1OO ww 11-karo6ro Sauk Cil.Wl • Willmar.MN Woadcliff Lake,NJ • Bayamon.PR FAj:45145 LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE NOTES & SPECIFICATIONS SHEET NUMBER SP2 EXISTING & NEW AT&T EQUIPMENT INSIDE EXISTING AT&T 11'-5" X 28'-0" EQUIPMENT SHELTER — SEE SHEET A2 EXISTING AT&T UNDERGROUND CONDUITS COMPOUND PLAN C / 0 / EXISTING AT&T GPs ANTENNA h / EXISTING AT&T UTILITY H—FRF /\ EXISTING BOLLARDS (TYP) V -Ell '�? —11E, V I \ I 1 1 I ALPHA sO i A3 EXISTING WATER TOWER OUTLINE I / EXISTING Access 7 DRIVE SITE PHOTO 2 2 NORTH 80x36' 3 SITE PHOTO 1 �J AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EWl 53583 E08,643i1DD—R—karA6ro 5auk Cil,Wl • Willmar,MN Woodcliff Lake,NJ • Bayamon.PR and:4s14s LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE COMPOUND PLAN SHEET NUMBER Al / STING & NEW AT&T � 9 / NEL ANTENNAS & [RRH UNITS MOUNTED TOSTING WATER TOWER NDRAIL (TYP OF 3CTORS), SEE A4 FOR TENNA PLANS , -- EXISTING WATER TOWER NECK EXISTING WATER TOWER BASE q EXISTING ,,,�1111 ACCESS DRIVE EX AREA G 7j RASS AREA \ \ 7 i — COMPOUND PLAN C / 0 / EXISTING AT&T GPs ANTENNA h / EXISTING AT&T UTILITY H—FRF /\ EXISTING BOLLARDS (TYP) V -Ell '�? —11E, V I \ I 1 1 I ALPHA sO i A3 EXISTING WATER TOWER OUTLINE I / EXISTING Access 7 DRIVE SITE PHOTO 2 2 NORTH 80x36' 3 SITE PHOTO 1 �J AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EWl 53583 E08,643i1DD—R—karA6ro 5auk Cil,Wl • Willmar,MN Woodcliff Lake,NJ • Bayamon.PR and:4s14s LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE COMPOUND PLAN SHEET NUMBER Al EXISTING RETAINING WALL EXISTING & NEW AT&T EQUIPMENT INSIDE EXISTING AT&T 11'-5" X 28'-0" EQUIPMENT SHELTER EXISTING FLOOR ENTRY PORT (1) NEW EJB AWG DC TRUNK ROUTED INSIDE EXISTING AT&T X ' UNDERGROUND CONDUTS / / EXISTING & NEW AT&T EQUIPMENT INSIDE EXISTING AT&T 11'-5" X 28'-0" EQUIPMENT SHELTER INSTALL ASIA, ABTA, LTE, — AMIA, ABIL & ASKI IN EXISTING FIF RACK ,O EXISTING AT&T UTILITY H—FRAME EXISTING BOLLARDS (TYP) EXISTING AT&T GPS ANTENNA (12) EXISTING COAX CABLES, (2) EXISTING DC POWER CABLES & (1) LINEN CABLES ROUTED INSIDE UNDERGROUND CONDUITS (3) NEW DC POWER CABLES & INDERGROUND FIBER LCoNDUTS E ROUTED INSIDE U EQUIPMENT PLAN EXISTING TELCO BOARD 0 EXISTING TELCO PEDESTAL LTE 4C PCS GROUND SCOPE: INSTALL (2) NEW DC3 MODULES TO RAYCAP IN 27 8" EXISTING FIF RACK ID POWER PLANT SWAP LTE INSTALL (3) NEW 20ADC BREAKERS, FN GROUND SCOPE: NEW RECTIFIER, (1) NEW (1) DC12-4B-60-0—RM. CO CONVERTER, AND (1) NEW ABTA UNIT EXISTING BREAKERS FOR (3) IN EXISTING POWER PLANT SWAP EXISTING POWER PLANT WITH NEW POWER PLANT &INSTALL ( ABIA. LTE SDA BREAKERS, (3) 25A BREAKERS — ADD & (1) DC12-48-60-0—RM — AM IA. RAYCAP INTO NEW POWER CABINET SWAP EXISTING BATTERIES & RACK WITH NEW BATTERIES & RACK (E) GSM (E) GSM a � ,O EXISTING AT&T UTILITY H—FRAME EXISTING BOLLARDS (TYP) EXISTING AT&T GPS ANTENNA (12) EXISTING COAX CABLES, (2) EXISTING DC POWER CABLES & (1) LINEN CABLES ROUTED INSIDE UNDERGROUND CONDUITS (3) NEW DC POWER CABLES & INDERGROUND FIBER LCoNDUTS E ROUTED INSIDE U EQUIPMENT PLAN EXISTING TELCO BOARD 0 EXISTING TELCO PEDESTAL LTE 4C PCS GROUND SCOPE: — ADD 27 8" — ABIA. ID POWER PLANT SWAP LTE 5C 700 FN GROUND SCOPE: — ADD (1) DC12-4B-60-0—RM. — SWAP EXISTING BREAKERS FOR (3) 5DA. — ASIA. ABIA. LTE 5C 850 GROUND SCOPE: — ADD (3) 25A BREAKERS. — AM IA. ABIL. ASIK. (E) GSM (E) GSM (N) CABINET CABINET (E) FIF POWER BATTERY RACK CABINET (E) UMTS CABINET 00 -000 000 / El ,O EXISTING AT&T UTILITY H—FRAME EXISTING BOLLARDS (TYP) EXISTING AT&T GPS ANTENNA (12) EXISTING COAX CABLES, (2) EXISTING DC POWER CABLES & (1) LINEN CABLES ROUTED INSIDE UNDERGROUND CONDUITS (3) NEW DC POWER CABLES & INDERGROUND FIBER LCoNDUTS E ROUTED INSIDE U EQUIPMENT PLAN EXISTING TELCO BOARD 0 EXISTING TELCO PEDESTAL LTE 4C PCS GROUND SCOPE: — ADD (3) 50A BREAKERS. — ABIA. ID POWER PLANT SWAP LTE 5C 700 FN GROUND SCOPE: — ADD (1) DC12-4B-60-0—RM. — SWAP EXISTING BREAKERS FOR (3) 5DA. — ASIA. ABIA. LTE 5C 850 GROUND SCOPE: — ADD (3) 25A BREAKERS. — AM IA. ABIL. ASIK. AT&T sJ AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Ory. WI 53583 6N8 543iIDD —Rka . 5auk(U ,WI • Willmar,MN Woadd ffLake,NJ • Bayamon.PR RAjA5 LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE EQUIPMENT PLAN SHEET NUMBER NORTH A2 1 TOP OF EXISTING AT&T PANEL ANTENNAS TOP OF EXISTING AND NEW AT&T PANEL ANTEN NAS iI AT&T n ELEV.132'-0" Lr ELEV. 137-0" AGL eLoonnlNoloN, nnN ssa2� C.L. OF EXISTING AT&T PANEL ANTENNAS C.L. OF EXISTING AND PROPOSED AT&T _ _ _ PANEL ANTENNAS ELEV.128'-0" AGL ELEV. 128'—D" AGL (3) EXISTING AT&T PANEL ANTENNAS, (1 PER SECTOR), W/(3) EXISTING AT&T LTE BRIT UNITS (1 PER SECTOR) IN POSITION 1. (TYP. OF 3 SECTORS) TO BE REMOVED (3) EXISTING AT&T UMTS/LTE PANEL ANTENNAS, (1 PER SECTOR) W/(3) (3) PROPOSED AT&T LTE 4C/5C I PANEL ANTENNAS, (1 PER SECTOR), I W/(9) PROPOSED AT&T LTE RRH UNITS (3 PER SECTOR) IN POSITION I 1. (TYP. OF 3 SECTORS). INSTALL NEW HANDRAIL PRIOR TO I ANTENNA/RADIO UPGRADES 1 III R1111N IT `r W I R E L E s s a�asss awT EXISTING AT&T LTE RRH'S, (1 PER SECTOR) IN POSITION 2. (TYP. OF 3 SECTORS) TO REMAIN. (3) EXISTING AT&T GRILLS (1 PER SECTOR) IN POSITION 2 (TYP. OF 3 SECTORS) TO BE REMOVED. (3) EXISTING AT&T LTE PANEL ANTENNAS TO BE REMOVED FROM I I (3) EXISTING AT&T UMTS/LTE PANEL I ANTENNAS, (1 PER SECTOR) W/(3) I I EXISTING AT&T LTE RRH'S, 1 PER I SECTOR IN POSITION 2. TYP. OF 3 I ) ( I SECTORS) TO REMAIN. (3) RELOCATED I AT&T TMA'S (1 PER SECTOR) IN I POSTION 2 (TYP. OF 3 SECTORS) I A QeMA�[ER t11 \\•f\\ •`^ ■` &ASSOCIATES+INC. +ao ity DI, ps. eweee 855 Communiry Dr, Sauk Ory. WI 53583 6D8-643i1 DO —R—M- Sauk City, WI Wlllmar.MN W—dd,ffl.ake,Nd 6ayamon. PR I POSITION 3. (1 PER SECTOR), (TVP. OF 3 SECTORS). (3) EXISTING AT&T TMA'5 (1 PER SECTOR) IN POSITION 3 (TYP. OF 3 SECTORS) TO BE I (3) PROPOSED AT&T LTE 6C PANEL I ANTENNAS 1 PER SECTOR /( W 3 I PROPOSED AT&T LTE 8C RRH ) I� UNITS, PER SECTOR) IN RAy:45 4 REVISIONS � �RPIIEW L �1 RELOCATED TO POSITION 2 (4) EXISTING AT&T RAYCAPS TO REMAIN NOTE: GENERAL CONTRACTOR SHALL MAKE SURE I POSITION 3. TYP. OF 3 SECTORS N I ( ) IL (4) EXISTING AT&T RAYCAPS TO �} REMAIN A 09/11/19 ISSUED FOR OF B 12/04/19 ISSUED FOR REVIEW BRW FOR CONSTRUCTION EAV SAFETY CLIMB IS 100% FREE OF COAX AND MOUNTS AFTER INSTALL IS COMPLETE. i12/23/19 I (8) PROPOSED AT&T RAYCAPS TO BE \ BE ADDED 02/20/20 DO SCOPE ADDED CAN 02/z5/zo CLIENT lI (3) EXISTING AT&T TMAS TO BE �I REMOVED, (1 PER SECTOR), (TVP. OF 3 SECTORS). NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION • TOWER STRUCTURAL CALCULATIONS PREPARED I I oYlSwos BY OTHERS CONTRACTOR TO VERIFY WITH PROJECT MANAGER TO OBTAIN A COPY I Y ^a • CONTRACTOR TO REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS, NO ERECTION OR MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. (12) EXISTING COAX CABLES. (2) EXISTING DC POWER CABLES & (1) FIBER CABLES ROUTED ON INTERIOR OF WATER TOWERI EXISTING WATER TOWER I (12) EXISTING COAX CABLES. (2) EXISTING I DC POWER CABLES & (1) FIBER CABLES ROUTED ON INTERIOR OF WATER TOWER I i (3) NEW DC POWER CABLES & (1) FIBER CABLE ROUTED ON I INTERIOR OF WATER TOWER I I EXISTING WATER TOWER '„.I� e ee t4�e y REGISTERED PROFESSIONAL ENGINEER N� No. 4z202 hQ O 9T�OF MINNE"ci I D Dble020 V Typed orRRinled Name RegI- n N--; LTE 3C/5C/4C/6C ANT a MOD/SOFTWARES 10081736 EXISTING AT&T EQUIPMENT INSIDE EXISTING AT&T 11'-5" X 28'-0" " p EXISTING & NEW AT&T t\ EQUIPMENT INSIDE EXISTING COTTAGE GROVE 7130 SOUTH 92ND ST Fou IPMENT SHELTER AT&T 11'-5" x z8'—o" COTTAGE GROVE MN 55016 w EQUIPMENT SHELTER SHEET TOLE n EXISTING AT&T UNDERGROUND 11 \ EXISTING AT&T UNDERGROUND ( CONDUITS 1 CONDUITS I TOWER ELEVATION SHEET NUMBER A3 EXISTING TOWER ELEVATION ® 2 so�E. -0..1,,.,T1 PROPOSED TOWER ELEVATION ® DA` .a..a°' 51oR1E. x..1,1.1, NOTES: • ALL ATTACHMENTS TO PAINTED SURFACES ARE TO INCLUDE THE PLACEMENT OF NEOPRENE STRIPS BETWEEN HARDWARE AND POINTS OF CONTACTREDUCE/ELIMINATE DAMAGE TO THE GAMMA SECTOR 345° AZIMUTH (` \� ���� PAINTED SURFACE, METAL SHIMS ARE REQUIRED IN SITUATIONS WHERE TIGHTENING A CLAMPMAV CAUSE THE NEOPRENE TO TEAR CAUSING METAL TO METAL CONTACT. WHERE POSSIBLE EXPOSED NEOPRENE SHOULD BE WRAPPED WITH WHITE TAPE. FASTENING (3) EXISTING AT&T FIRMS, (1 PER SECTOR) TO BE REMOVED. e�oonnlrvo.orv, nnry sswi SEQUENCE SHOULD INCLUDE NYLON WASHERS BETWEEN THE PAINTED SURFACE AND GALVANIZED WASHER., (3) EXISTING AT&T PANEL ANTENNAS. • PROPOSED ANTENNAS AND MOUNTING PIPES INSTALLED ON THE (1 PER SECTOR), W/(3) EXISTING EXTERIOR OF THE WATER TOWER SHALL BE SHOP PAINTED TO AT&T 700 RRH UNITS (1 PER MATCH THE COLOR OF THE WATER TOWER (VERIFY COLOR). • PROPOSED MOUNTING PIPES ARE TO HAVE WELDED CAPS AT BOTH ALL EXISTING EQUIPMENT TO SECTOR) IN POSITION 1. (TYP. OF 3 SECTORS) TO BE REMOVED. S,^/J �uIII RDNIN IT ENDS. EXISTING MOUNTING PIPES ARE TO BE CAPPED AT BOTH REMAIN TO BE RELOCATED ENDS VVITH WHITE RUBBER CAPS. TO NEW HANDRAIL W I R E L E s s aiasssawF • ALL EXPOSED JUMPERS AND CABLES ARE TOBE PROVIDED WITH (1) EXISTING AT&T FC12—PC6-10E MANUFACTURED WHITE JACKETING OR TAPED WHITE. • ALL MOUNTING HARDWARE IS TO BE GALVANIZED AND/OR PROVIDED (1) EXISTING AT&T NOUGAT TO REMAIN IN A NON—CORRODING MATERIAL. TO BE—XLHOVE LTE PANEL ANTENNA TO BE REMOVED • ALL ANTENNA FEED LINES, JUMPERS, COAX AND HYBRID CABLE FROM POSITION 3 CANNOT INTERFERE WITH TOP OF THE HANDRAIL AND MUST BE ROUTED AS SUCH THAT THEY COMPLY WITH OSHA REQUIREMENTSW (3) EXISTING AT&T DC2-48-60-0-9E (2) EXISTING AT&T HPA-65R—BUU—H4 RAMAKER REGARDING HANDRAILS. • DRILLING HOLES IN THE HANDRAIL IS NOT ACCEPTABLE. RAYCAPS TO REMAIN UMTS/LTE PANEL ANTENNAS, (1 PER &ASSOCIATES, INC. THE INSTALLATION OF NEW EQUIPMENT WILL BE PLACED BEHIND ALPHA & GAMMA SECTORS), W/(3) THE ANTENNP5 AND IN A MANNER THAT MAINTAINS THE HANDRAIL'S EXISTING AT&T RRH2X40—AWS+RDEM 835 Cammuniry Dr, Sauk Ory. WI 53583 6D8`64341 DO w`xw.R—ka6o6ro COMPLIANCE WITH CURRENT OSHA GUIDELINES FOR ACCESS. • CONTRACTOR TO TOUCH UP PAINTING ON EXISTING ANTENNAS, SPOT REPAIRS MADE WITH BRUSH AND W/O FEATHERING, SHOULD LTE RRH'S, (1 PER SECTOR) IN POSITION2 (TVP. OF 3 SECTORS) TO REMAIN. (1) EXISTING AT&T RRH'S (1 5-k(Iry,WI • WIIUna,MN Woadd ffLake,NJ • Bayamon. PR BE COMPLETELY ROLLED FOR UNIFORMITY. ALPHA SECTOR PER SECTOR) IN POSITION 2 (TVP. OF RAJ:4s4 • CONTRACTOR TO TOUCH UP EXISTING ANTENNA PIPE MASTS, 90 AZIMUTH 3 SECTORS) TO BE REMOVED DEPENDING UPON THEIR CONDITION (DAMAGED/FAILED). THE CITY REVISIONS MAY REQUEST REPLACEMENT. ALL EXISTING PIPE MASTS ARE TO BE BETA SECTOR LTE (2) EXISTING AT&T 80010754x EO on, oe 1x11*OTim ry CAPPED WITH WHITE RUBBER CAPS ON BOTH ENDS. 210' AZIMUTH PANEL ANTENNAS TO BE REMOVED A 09/11/19 ISSUED FOR RDIIEW OF • ALL ABANDONED ANTENNAS, COAXIAL CABLE AND DETACHABLE EQUIPMENT THAT ARE NO LONGER USED ARE TO BE REMOVED (1) EXISTING AT&T FPA-65R—BUU—H8 FROM POSITION 3, (1 PER ALPHA & B 12/04/19 ISSUED FOR REVIEW BRW DURING THE FINAL MIGRATION. UMTS/LTE PANEL ANTENNA TO REMAIN GAMMA SECTORS) 12/23/19 FOR CONSTRUCTION e AV • ALL EQUIPMENT IS TO BE IDENTIFIED BY THE TENANT. 3 EXISTING AT&T UMTS 850 TMAS TO BE RELOCATED FROM POSITION 3 1 02/20/20 OC SCOPE ADDED CON TO POSITION 2 (1 PER SECTOR) 2 02/25/21 CLIENT (TYP. OF 3 SECTORS) NORfH NOT FOR CONSTRUCTION UNLESS LABELED as FOR CONSTRUCTION EXISTING ANTENNA PLAN ®"^E —'-0"14x361 x, ,e4xn w1�x�ae� m2 - (3) PROPOSED AT&T EPBQ-654LBH8—L2a GAMMA SECTOR 345° AZIMUTH G3 - LTE 4C/5C PANEL ANTENNAS, (1 PERS N. Ia ren9Pt4�e SECTOR), W/(3) PROPOSED AT&T C' C2 RRH4X25-6311 LTE RRH UNITS (1 PER SECTOR) IN POSITION 1. (TYP. OF 3 REGISTERED SECTORS). (3) NEW AT&T RRH 4T4R PROEEMONAL G1 325/1366 LTE 4C RRH UNITS (1 PER ENGINEER SECTOR) IN POSITION 1. (3) NEW AT&T PROPOSED HANDRAIL TO BE INSTALLED LTE RRH 4T4R 1312/314 5C RRH UNITS N� N0.42202 r PRIOR TO ANTENNA/RADIO UPGRADES (2 PER SECTOR) IN POSITION 1 (TYP. 9T 5O OF 3 SECTORS) C1 ADDED. ' Al (1) ExlsnNc AT&T Fc1z—Pc6-1oE �Of O PAY AP TO REMAIN M1NN�' (1) PROPOSED AT&T l] °� FC12—PC6-10E RAYCAP 0 —0 DMS: o uro R 4uu Typee °f R,— Name Regiffi - N-- LTE 3C/5C/4C/6C ANT EXISTING RELOCATED AT&T UMTS (3) EXISTING AT&T HPA-65R—BUU—H4 PANEL ANTENNAS (1) PER SECTOR IN UMTS/LTE PANEL ANTENNAS, PER MOD SOFTWARES / POSITION 3 (ttP OF 3 SECTORS) (3) EXISTING RELOCATED UMTS TMAS (1) PER SECTOR IN POSITION 3 (TYP O SECTOR), W/(3) EXISTING AT&T O (1 PER LTE (TYRRHP. Al SECTOR) IN POSITION 2. (ttE OF 3 SECTORCD IN SECTORS) TO REMAIN. (3) RELOCATED 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST OF 3 SECTORS) O UMTS 650 TMA'S FROM POSITION 3 Al COTTAGE GROVE MN 55016 P (1 PER SECTOR) (TYP. OF 3 SECTORS) SHEET TDLE (3) PROPOSED AT&T NNH4-65C-R6 (3) PROPOSED AT&T DC2-48-60-09E LTE 6C PANEL ANTENNAS, (1 PER RAYCAPS TO BE ADDED B3 - SECTOR), W/(3) PROPOSED AT&T ANTENNA ENNA (3) PROPOSED AT&T RRH 4T4R B5 LTE 6C RRH UNITS, DC2-48-60-0-9E RAYCAPS (1 PER SECTOR) IN POSITION 3. (ttP. OF 3 SECTORS) PLAN (3) EXISTING AT&T DC2-48-60-0-9E RAYCAPS TO REMAIN (1) PROPOSED AT&T FCi B -PCB -BF (1) EXISTING AT&T HPA-65R-BUU-H8 B2 Bi RAYCAP TO BE ADDED UMTS/LTE PANEL ANTENNA TO REMAIN BETA SECTOR SHEET NUMBER 210' AZIMUTH NORTH A4 B . -0-1,,., , 1 PROPOSED ANTENNA PLAN ®PF -LE "'% PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE SECTOR POS TECH ANTENNA ANTENNA CL HEIGHT AZIMUTH TMA/RRH MODEL # DC SURGE AND DISTRIBUTION CABLE TYPE CABLE LENGTH (+20%) DOWNTILTS (2) COAX (X) LTE KMW (N) RH4X 30 )(N) (3) DC TRUNK (N) 1 4C/5C EPBQ-654LBH8-L2 90° (1)( RRH 525/066 RAYCAP (X) (2) DC TRUNK (X) 0 (1) RRH 4T4R B12/B14 (N) (1) FIBER TRUNK (N) FC12-PC6-10E (1) FIBER TRUNK (X) (1) RAYCAP (N) A 2 UMTS/ CCI (X) 128' ACT 90° (1) RRH2X40-AWS+RDEM (X) FC18-PC6-8F (2) COAX (X) DC TRUNK (SHARED W/A1) 250' 0 LTE HPA-65R-BUU-H4 (1) TMA (X) FIBER TRUNK (SHARED W/A1 ) (2) RAYCAP (X) 3 LTE 6C COMMSCOPE (N) 90° (1) RRH 4T4R B5 (N) DC TRUNK (SHARED W/A1) 0 NNH4-65C-R6 DC2-48-60-0-9E FIBER TRUNK (SHARED W/A1) (1) RAYCAP (N) DC2-48-60-0-9E - - (1) RRH4X25-B30 (N) (2) COAX (X) 1 4C/5C EPBQ - 54L8H8-L2 210° (1) RRH 4T4R B25/B66 (N) DC TRUNK (SHARED W/A1) 0 (1) RRH 4T4R B12/B14 (N) FIBER TRUNK (SHARED W/A1) (3) RAYCAP (N) 2 CCI (X) 210° (1) RRH2X40-AWS+RDEM (X) (2) COAX (X) DC TRUNK (SHARED W/A1) 0 B 'UMTS/ 128ACT DC2-48-6D-O-9E (1) RAYCAP (N) 250' LTE HPA-65R-BUU-H8 (1) TMA (X) DC2-48-6D-O-9E FIBER TRUNK (SHARED W/A1) FC12-PC6--10E 3 LTE 6C COMMSCOPE (N) 210' (1) RRH 4T4R B5 (N) DC TRUNK (SHARED W/A1) 0 NNH4-65C-R6 FIBER TRUNK (SHARED W/A1) 4 EMPTY - - - - - (1) RRH4X25-B30 (N) (2) COAX (X) 1 4C/5C EPBQ -54L8H8-L2 345° (1) RRH 4T4R B25/B66 (N) DC TRUNK (SHARED W/A1) 0 (1) RRH 4T4R B12/B14 (N) FIBER TRUNK (SHARED W/A1) G ACT (1) RAYCAP (X) DC2-48-60-0-9E 250' 2 UMTS/ CCI (X)28' 345° (1) RRH2X40-AWS+RDEM (X) (2) COAX (X) DC TRUNK (SHARED W/A1) 0 LTE HPA-65R-BUU-H4 (1) TMA (X) (1) RAYCAP (N) FIBER TRUNK (SHARED W/A1) DC2-48-60-0-9E 3 LTE 6C COMMSCOPE (N) 345° (1) RRH 4T4R B5 (N) DC TRUNK SHARED W Al / ) 0 NNH4-65C-R6 FIBER TRUNK (SHARED W/A1) 4 EMPTY - - - - - * INCLUDES SAFETY FACTOR OF 20' ET. (10 ET. AT BOTH ENDS OF CABLE RUN). (N) = NEW CONTRACTOR TO VERIFY RE DATA WITH AT&T WIRELESS CONSTRUCTION MANAGER (X) = EXISTING AND/OR RE ENGINEER PRIOR TO INSTALLATION (XA _ EXISTING/RELOCATED (E) = ELECTRICAL (M) = MECHANICAL ANTENNA & CABLE CONFIGURATION AT&T T" ' 110 ITITH FLOORJ A,ERAMAKER &ASSOCIATES, INC. 855 Community DI,, Sauk C ry.EWl 53583 E08,64341DD Nww R—karo6m 5-kCiI • Willm MN Woodcliff Lake,NJ • Bayamon.PP FAj:45145 LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE ANTENNA & CABLE CONFIGURATION SHEET NUMBER A5 1 ALCATEL-LUCENT RRH4X25-B30 NOKIA NOKIA AIRSCALE RRH 4T4R B5 16OW AHCA DIMENSIONS, HXWXD: 337 X 295 X 165 (MM) NOKIA AIRSCALE DUAL RICH AFAR B25/56 320W AHFIB DIMENSIONS, HXWXD: 560 X308 X 149 (MM) (CORE) 28.7 X 15.3' X 9.4" (CORE) DIMENSIONS, HxWxD: 29.5"x11.8"x7.9" " " 133 X 11.6 X 6.5' 730 X 390 X 240 (MM) eLoonnwclorv, nnry ssasi WEIGHT, WITHOUT KIT: 31.75 kg (70 Ibs) WEIGHT: 16 (kg) 35.27 DCMOUNTING (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) 28.7" X 15.3" X 9.4" 11's (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) WEIGHT: < 40 110 ITH FLOOR 8.(kg) < 82 Ibs �� 1� (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) alasssaw. RS aRAMAKER !ASSOCIATES, INC. NOKIA o ®o NOKIA TOP ® 056N,543 lty1D Dr4 53583 0 ROry.W1 5pg-Da3it00 www.PdrnaYRrc6m 5-k(D I • Willm %AN Woodcliff La PAJ:4 Bayamon. PP 5145 6 O O , 15.3"R REVISIONS ev Fore oe 111 w*lots SN ORCIIEW A 09/11/19 ISSUED FOR OF B 12/04/19 ISSUED FOR REVIEW BRW 12/23/19R CO NSIRUCTION El. 02/20/20 SCOPE ADDED 02/25/20 CLIENT COMMENTS E - LTE 3C RRH DETAIL NOT TO SCALE 6 NOT TO LTE 6C RRH DETAIL SCALE 4 LTE 4C RRH DETAIL NOT TO SCALE NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION NOKIA AIRSCALE DUAL RRH ALAR B12/14 320W AHLBA KEW ANTENNAS EPBO-654L8HB-L2 DIMENSIONS, HXWXD: 96'X21.0"X6.3" SURVIVAL WIND SPEED: 150 MPH730 WEIGHT, WITHOUT MOUNTING: 86.0 LBS. DIMENSIONS, HXWXD: 560 X 308 X 149 (MM) (CORE) 28,7" X 15.3" X 9.4" (CORE) X 390 X 240 (MM) (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) COMESCOPE ANTENNAS NNH4-65C-B6 DIMENSIONS, HXWXD: 96'X19.6"X7.8" SURVIVAL WIND SPEED: 1124 MPH e Ia ee e na y. ' AEG15)�RED PROEEMONAL CONNECTOR: (12) 4.3-10 FEMALE LONG NECK CONNECTOR POSITION: BOTTOM 28. 7" X 15.3" X 9.4" (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) WEIGHT: < 46 (kg) < 101A Ibs (OVERALL NOT -TO -EXCEED WITH COVER AND BRACKET) WEIGHT, WITHOUT MOUNTING: 99.2 LBS. (45 kg) CONNECTOR: 8 -PIN DIN FEMALE 8 -PIN DIN MALE CONNECTOR POSITION: BOTTOM EN6IflEER N� N0.42202 hQ 9 O O,C r4iINN yyy 153' yyy MOUNTING POLE: 2.4-4.5 INCHES 1 0225rz0 DMr.20 NOKIA Typed orRRlnleA Name RglalMl nWNumLer: LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 o o COTTAGE GROVE 21.0" e 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE ANTENNA, RRH AND MOUNTING 7 6.. �qr.ALE DETAILS SHEET NUMBER A6 LTE 3C ANTENNA DETAIL s°� E j NOT TO LTE 5C RRH DETAIL SCALE 3 LTE 6C ANTENNA DETAIL NOT TO PROPOSED AT&TENLTE 6C PANEL ANTENNA NEW AT&T LTE 3C NEW MOUNTING PIPE 2.5 STD. YP OF , PER SECTOR) NEW MOUNTING PIPE 2.5 STD. PANEL ANTENNA x 9'-0'LONG x 9'-0" LONG (TYP. OF 1 PER SECTOR) (TYP. OF 3 PER SECTOR) (TYP. OF 3 PER SECTOR) NEW AT&T LTE 3C WCS e�oonnlrvolorv, nnry sswi RRH UNIT (TYP.OF 1 PER SECTOR) NEW AT&T LTE 4C WAS RRH UNIT^� (TYP. OF 1PER SECTOR) NEW AT&T LTE 6C RRH UNIT NEW AT&T LTE 5C WCS (TYP.OF 1 PER SECTOR) UNIT W I R E L E s s 112111111RRH (TYP. OF 1 PER SECTOR) NEW BACK TO BACK DUAL MOUNT (TMP.) • �aRAMAKER — = w PIPE To PIPE CAMP SET STEP SITE PROT NEW PIPE TO PIPE CLAMP SET MINERSITE PRo1 P/N SCP10K (TYP.) &ASSOCIATES, INC. 835 C--iry DI,, Sauk Ory. WI 53583 P/N SCP10K 6N-54341 DO w`xw.R—kalA6ro Sauk CiI • Willn MN Woadcllff Lake, Nl Bayamon. PR NEW CORRAL MOUNT POST PIPE 3 X—STRONG NEW POST PIPE 3 X—STRONG AT MAX. 4'-0" O.0 W/ (TYP.) WELDED CAP PL 1/4" RAy:4514 REVISIONS IPI, O�' �'� NOFS TOP OF EXISTING WATER TANK SHELL TOP OF EXISTING WATER TANK SHELL A 09/11/19 ISSUED FOR REVIEW B 12/04/19 ISSUED FOR REVIEW BRW 12/23/19 FOR CONSTRUCTION B 02/20/20 PC SCOPE ADDED 02/25/20 CLIENT COMMENTS ENS, POS 1 MOUNT NOT TO 6 SCALE POS 3 MOUNT NOT TO 4 SCALE NOT USED NOT TD 2 SCALE Nl0ALELE0o n� Faa wNsrRUCTIONi EXISTING RELOCATED AT&T UMTS PANEL ANTENNA (TYP. OF 3 PER SECTOR)e9P ^a N.Ia NEW MOUNTING PIPE 2.5 STD. x 9I LONG (TYP. OF 3 PER SECTOR) NEW/RELOCATED RAYCAP DC2-48-60-09E NEW/RELOCATED RAYCAP FC12—PC6-10E NEw UNISP1000 –z" LONGONG (TVP.) y REGISTERED PRDEESSIDNAL ENGINEER EXISTING RELOCATED AWS PRH UNIT (TYP. OF 1 PER SECTOR) NEW UNISTRUT P1000 x 1'-8` LONG (TVP.) UI BOLT 3/8"d NEW U—BOLT 3/8'm II MNFR:SIB3 PR01 312 N N0.42202 Q � h 9J. — _ EXISTING RELOCATED BACK TO BACK DUAL MOUNT (NP.) MNF M/N: SITE PR01 P/N: UB3312 (TYP. OF 2 PER CONNECTION) :(SEE II, (TYP. OF PER CONNECTION) NEW CORRAL MOUNT Of M1NN� I� 1 02-020 D01i _ EXISTING RELOCATED UMTS TMA UNIT (TYP. OF 1 PER SECTOR) NEW PIPE TO PIPE CLAMP SET STEP SITE PRO P/N SCP10K NEW CORRAL MOUNT S-2 FOR DETAILS) j TOP OF EXISTING WATER TANK SHELL (SEE S-2 FOR DETAILS) II'. OP EXISTING TANK SHELL [WATERCOTTAGE Typed orRR,— Name RgiatMi n�Numter: LTE 3C/5C/4C/6C ANT MOD SOFTWARES 10081736 GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 NEW CORRAL MOUNT POST PIPE 3 X—STRONG SHEET TDLE TYP.) ANTENNA, RRH AND TOP OF EXISTING WATER TANK SHELL MOUNTING DETAILS SHEET NUMBER Aha POS 2 MOUNT NOT To SCALE 5 DC2 MOUNT NOT SCALE 3 FC12 MOUNT TO NOT TO RAYCAP FC12—PC5-10E FIBER DC POWER CONNECTION DIMENSIONS, HxWxD: 14.00"x16.10"x6.65" WEIGHT, WITHOUT ���� KIT: ±24 kg (52.9 Ibs) COAX.MOUNTING eLoonnlNoloN, nnN sswl PROPOSED PENETRATION P1000 UNISTRUT EXISTING HANDRAIL VERTICAL PIPE EXISTING HATCH +6 1/4' TVP. ±1'-4 1/8' r-z^�III SP RDNIN IT EXISTING HATCH RINGA W I R E L E S S 11211=, ® AaRAMAKER &ASSOCIATES, INC, 835 Communiry Dr, Sauk Oty.EWl 53583 ATTACH UNISTRUT TO we baa 4100 wY .xz ukeroom a I ff .ake N; - gaya . Pa ATTACH UNISTRUT HATCH PLATE w/ BEAM CLAMPw TO KICK PLATE SIDE VIEW RONT vlEw RAR,45145 WITH BEAM CLAMP NEW UNISTRUT; ATTACH COAX. USING Z—BRACKETS 0 4'-0" O.C. MAX. U—BOLT ATTACHMENTS LAG SCREWS @ WOOD F PIPE MOUNTS. FRAMING, MACH. REVISIONS A 09/11/19 ISSUED FOR REVIEW OF BOLTS Cm METAL FRAMING. WEDGE B 12/04/19 ISSUED FOR REVIEW BRW ANCHORS ® CONC. 12/23/19 FOR CONSTRUCTION EAV 02/20/20 PC SCOPE ADDED 02/25/20 CLIENT COMMENTS CAN CABLE SUPPORT, HATCH RING TO HANDRAIL NOT To SCALE 4 LTE 5C RAYCAP DETAIL NOT To 2 SCALE OT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION RAYCAP DC2-48-60-9 DC SURGE SUPPRESSOR DIMENSIONS, HxWxD: 1025%1025x6.20^en9P WEIGHT, WITHOUT N. a : pie' I na y. MOUNTING KIT: ±16.0 Ibs REGISTERED EXISTING ANDREW PHDEESSIDNAL UNIVERSAL CABLE LADDER NTERIOR RIDGE ENGINEER N N0.42202 Q FACE OF WATEREXISTING HYDROPILLAR TOWER HANDRAIL INTERIOR 6.20 10.38" 10.25. 9TH (GAJ Of M1NN STIFFENER BEAM 8y oa y {] ¢ 1 o rzsrzo 2pp1N.� EXISTING MANWAY EXISTING ANGLE ADAPTER AND HARDWARE (TYP.) SII SII �51mvvR 4 N N RinleA ame umLer: N. N TypeE orRRgialmlion LTE 3C/5C/4C/6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE EXISTING NEW ANGLE ADAPTER MESSENGER WITH SNAP—IN EXISTING coax PIPE HANGER CneLEs EXISTING OVER SITE PRD P/N E015 FLOW PIPE (OR APPROVED EQUAL) ® EXISTING LADDER EXISTING COAX CABLE (TYP.) NEW DC TRUNK LINE — SUPPORTED WITH NEW NEW DC TRUNK 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 EXISTING 3'-6"0 ACCESS TUBE TYP. TRUNK SUPPORT ON ACCESS TUBE TYP. SNAP—IN HANGERS LINE SUPPORTED INTERIOR VALLEY FACE OF WITH NEW SNAP—IN HVDROPI LLAR HANGERS INTERIOR TRUNK SUPPORT TYP. CABLE SUPPORT ON HANDRAIL SIDE VIEW FRONT VIEW SHEET IDLE ANTENNA, RRH AND MOUNTING DETAILS SHEET NUMBER A■7 CABLE ATTACHMENT DETAILS NSCALE 3 LTE 5C RAYCAP DETAIL NOT Sr TO 1. CONTRACTOR IS TO REFER TO AT&T'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION. 2, THESIZE, HEIGHT, AND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO ACHIEVE THE AZIMUTHS SPECIFIED AND LIMIT SHADOWING AND TO MEET THE SYSTEM REQUIREMENTS. 3, CONTRACTOR SHALL VERIFY THE HEIGHT OF THE ANTENNA WITH THE AT&T WIRELESS PROJECT MANAGER. 4, VERIFY TYPE AND SIZE OF TOWER LEG PRIOR TO ORDERING ANY ANTENNA MOUNT. 5, UNLESS NOTED OTHERWISE THE CONTRACTOR MUST PROVIDE ALL MATERIAL NECESSARY. 6. ANTENNA AZIMUTHS ARE DEGREES OFF OF TRUE NORTH, BEARING CLOCKWISE, IN WHICH ANTENNAFACE IS DIRECTED. ALL ANTENNAS (AND SUPPORTING STRUCTURES AS PRACTICAL) SHALL BE ACCURATELY ORIENTED IN THE SPECIFIED DIRECTION. 7. CONTRACTOR SHALL VERIFY ALL RF INFORMATION PRIOR TO CONSTRUCTION. 8, SWEEP TEST SHALL BE PERFORMED BY GENERAL CONTRACTOR AND SUBMITTED TO AT&T WIRELESS CONSTRUCTION SPECIALIST. TEST SHALL BE PERFORMED PER AT&T WIRELESS STANDARDS. 9, CABLE LENGTHS WERE DETERMINED BASED ON THE DESIGN DRAWING. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE—CONSTRUCTION WALK. 10, CONTRACTOR TO USE ROSENBERGER FIBER LINE HANGER COMPONENTS (OR ENGINEER APPROVED EQUAL). I ANTENNA & CABLING NOTES I NO SCALE 14 I NOT USED I SCALE: NTS I 6 I NOT USED SCALE: NTS 5 RF, DC, & COAX CABLE MARKING LOCATIONS TABLE NO LOCATIONS OEACH TOP—JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS. ONEAR EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3' WIDE BANDS THE TOP—JUMPER CONNECTION AND WITH (1) SET OF 3/4" WIDE COLOR ANTENNA BANDS JUST PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. OCABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF 3/4' WIDE O4 BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF 3/4' WIDE O5 BANDS ON EACH END OF THE BOTTOM JUMPER. I CABLE MARKING DIAGRAM I NO SCALE 13 I 1, THE ANTENNA SYSTEM COAX SHALL BE LABELED WITH VINYL TAPE. 2. THE STANDARD IS BASED ON EIGHT COLORED TAPES—RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND VIOLET. THESE TAPES MUST BE 3/4" WIDE & UV RESISTANT SUCH AS SCOTCH 35 VINYL ELECTRICAL COLOR CODING TAPE AND SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 3, USING COLOR BANDS ON THE CABLES, MARK ALL BE CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON 'CABLE COLOR CHART'. 4, WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A SHARED LINE BETWEEN TECHNOLOGIES IS ENCOUNTERED, THE CONTRACTOR SHALL REMOVE THE EXISTING COLOR CODING SCHEME AND REPLACE IT WITH THE COLOR CODING STANDARD. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR WHEN INSTALLING PROPOSED COAXIAL CABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE REGARDLESS OF TECHNOLOGY. 5. ALLCOLOR CODE TAPE SHALL BE 3M-35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) THREE WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 6. ALL COLOR BANDS INSTALLED AT THE TOP OF THE TOWER SHALL BE A MINIMUM OF 3' WIDE, AND SHALL HAVE A MINIMUM OF 3/4' OF SPACE BETWEEN EACH COLOR, 7, ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE—TO—SIDE. & IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED WITH THE NEW TECHNOLOGY, THE EXISTING COLOR CODING SCHEME SHALL REMAIN UNTOUCHED. CABLE MARKING NOTES I NO SCALE 1 2 AT&T ^� J110 IT AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EVYI 53583 W8643i180 www.8zeukercam 5kCi Wl • Willm MN Woadd ffLake,NJ • Bayamon.PP PAi:45145 LTE 3C 5C 4C 6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE CABLE NOTES & COLOR CODING SHEET NUMBER A8 SECTOR ANTENNA TOP JUMPER CABLE (TYP) TMA WHERE REQ'D TMA JUMPER CABLE WHERE REO'D, GROUND KIT (TYP) 2 MAIN COAX, FIBER OR DC CABLE (TYP) IF MAIN COAX LINE IS MORE THAN 200' GROUND AT THE MIDPOINT OF THE TOWER AND AS REO'D. BY SCOPE ROUTE TO EXTERIOR ENTRY PORT GROUNDING BAR 2 OUTSIDE SHELTER INSIDE SHELTER 3 _ SURGE SUPPRESSOR (TYP) (IF APPLICABLE) DIPLEXER AND/OR BIAS—T WHERE REQ'D 4 BOTTOM JUMPER CABLE (TYP) 5 BTS EQUIPMENT CABLE COLOR CODING DIAGRAM I NO SCALE AT&T ^� J110 IT AaRAMAKER &ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EVYI 53583 W8643i180 www.8zeukercam 5kCi Wl • Willm MN Woadd ffLake,NJ • Bayamon.PP PAi:45145 LTE 3C 5C 4C 6C ANT MOD/SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 SHEET TITLE CABLE NOTES & COLOR CODING SHEET NUMBER A8 /4 OR /6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600K THWN_2 INSULATION GROUND BAR ON WALL eLooMlNo.oN, MN sswi OR FLOOR TYPE TA TYPE AN TYPE NG TYPE SS ^� J Oo Oo 0 0 WOO WIRELESS 112111111 Oo Oo Oo Oo o /16" ��ERAMAKER !ASSOCIATES, INC. 835 Communiry Dr, Sauk Oty.EWl 53583 TVPE W TYPE VS TYPE VB TYPE PT 5NB 4311 DO—R—karA6ro Sauk City, WI WIIImar.MN woadcllff Lak e, Nl 6ayamon. PP \ (o TWO EXOTHERMIC TO BE USED WITH y2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR RAa,45'4 REVISIONS one N �RENEw A 09/1 1/19 IssueO FOR cF D FOR OF F�4�A 12/23/19 FOR REVIEW BRW 0 FORISSUED �2/2s/�9 R coNsaucnoN EFW PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO TYPE GT TYPE Gy TYPE OR TYPE GL 02/20/20 x scoaE ADDED CON oz/z5/zo CLIENT COMMENTS CON INCHES OF CONDUIT END NOT FOR CONSTRUCTION UNLESS LABELED AS FOR CONSTRUCTION y reused na N. lows � GROUND BAR DETAILS No -E, 5 CALDWELD DETAILS No SCALE 4 REGISTERED PROFESSIONAL ANTENNA CABLE ENTRY PORTS SHELTER WAVEGUIDE ENTRY PORT TWO HOLE LONG BARREL COMPRESSION LUGS CONNECTORS WITH �f2 AWG SOLID BARE TINNED COPPER WIRE CADWELDED TO MASTER GROUND BAR 1 /4'7HICK x 4" x 20' INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO CONNECTORS o O o O aO EXTERNAL TOOTHED 3/8"0x1 02" O O O O o S/S NUT O O O o S/S LOCK WASHER o s/s FLAT wasHER _----------- ° O _ APPLY No—ox BUTT CONDUCTOR INSULATION UP AGAINSF THE CONNECTOR COLD SHRINK AL APPROVED EQUAL r MIN __- BEL UNITS (L Low NOISE REQUMPL IRED) (LNA) (WHEN REQUIRED) AND RECEIVE ANTENNA RX1/RX2 RX1/RX2 Tx TO TRANSMIT BARREL PEORXMANUFACTUREOR IRED RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) r C r r CONNECTOR lI I WEATHERPROOFING KIT (TYP) ANTENNA STANDARD GROUND KIT ( P) ANTENNA CABLE TO BTs (TYP) ENGINEER N No. 42202 Q 9 5� SOF INN 1� DMS �5'Imvvuolvexl ouuz _ YLTE 3C/5C/4C/6C9nANT MOD�SOFTWARES 10081736 COTTAGE GROVE 7130 SOUTH 92ND ST COTTAGE GROVE MN 55016 COPPER GROUND BAR WITH INSULATED STAND—OFFS ATTACHED TO SHELTER WALL BELOW WAVEGUIDE ENTRY PORT #2 AWG S S FLAT WASHER / ° °°°°°°°°°° ° S/S BOLT (1 OF o GROUND BAR °°°°°°°°°°°°° ° TINNED COPPER COLD SHRINK OR GROUNDING BAR APPROVED EQUAL 1/4" MIN. FROM LNA (WHEN REQUIRED) MECHANICALLY SECURE GROUND BAR TO STRUCTURE 46 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUND BAR, ANDREW PART (TINNED). T A UGBKBOX IS LOCKBOX IS REQUIRED AT GRADE SHEET TITLE GROUNDING DETAILS BA TI PER BARE TINNED COPPER WIRE PART 351546, CADWELDED TO MASTER "D XTAG NOT DISCONNECT" ANTASSCOENN ANTENNA HEIGHT WILL DETERMINE GROUND BAR AND ROUTED TAG ALL GROUNDING NUMBER OF GROUND BARS AND BELOW GROUND AND CADWELDED TO THE IN BAR INTERCONNECTS AND EQUALIZERS THEIR LOCATION SHEET NUMBER SHELTER GROUND AN E1 COAX GROUND KIT DETAIL NO SCALE 3 EXTERIOR TWO HOLE LUG DETAIL NO SCALE 1 2 ANTENNA GROUND BAR DETAIL NO SCALE STRUCTURAL NOTES: Ao If`A O rnrott*- 1. DESIGN & CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: • 2015 MINNESOTA STATE BUILDING CODE • TIA-222-G DESIGN LOADS: WIND LOAD: 115 MPH ULTIMATE DESIGN WIND SPEED GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES SET FORTH BY FEDERAL, STATE. AND LOCAL AUTHORISES WITH JURISDICTION OVER THE PROJECT. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 2. ALL WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. PROJECT SPECIFICATIONS. AND THE CONSTRUCTION CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL HAVE AND MAINTAIN A VAUD CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR MING THOSE TRADES SHALL BE LICENSED. 4. FOLLOW ALL APPUCABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND STATE LAW AS DEFINED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. 5, PRIOR TO THE SUBMISSION OF THE BID, THE CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY ALL DIMENSIONS AND BECOME FAMILIAR WITH THE FIELD CONDITIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. G. DRAWING PLANS STW1 NOT BE SCALED. 7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK NOT CLEARLY IDENTIFIED ON THE DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE PROJECT MANAGER. B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE NOTED, 9. ALL MEANS AND METHODS OF CONSTRUCTION DEALING WITH TOWER CONSTRUCTION AND SAFETY, STEEL ERECTION, EXCAVATIONS. TRENCHING. SCAFFOLDING, FORMWORK. ELECTRICAL, AND WORK IN CONFINED SPACES ARE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INIIAPNG, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS HN CONNECTION WITH THE WORK. 11. THE CONTRACTOR SHALL RE EXPERIENCED IN THE PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY AND THAT HE 15 KNOWLEDGEABLE OF THE WORK TO BE PERFORMED. 14. THE CONTRACTOR SHALL PROVIDE SUFFICIENT TEMPORARY BRACING AND/OR SHORING OF ALL STRUCTURAL AND NON-STRUCTURAL ELEMENTS DURING CONSTRUCTION UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN PROPERLY INSTALLED. 13. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFIRING OR NONCONFORMING MATERIALS SHALL BE REPORTED TO THE PROJECT MANAGER AND ENGINEER. AND SHALL REQUIRE APPROVAL PRIOR TO PERFORMING ANY REMEDIAL OR CORRECTIVE ACTION. STRUCTURAL NOTES STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL MATERIALS CONFORM TO THE LATEST EDITION OF APPUCABLE STANDARDS AND TO ALL APPUCABLE CODES AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST APPUCABLE REOUIREMENTS OF AISC, ASTM, ACI, CRSI, AWS AND ALL OTHER APPUCABLE STANDARDS 2. ALL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 UNLESS NOTED ON THE CONSTRUCTION DRAWINGS. 3. ROLLED STEEL SHAPES. PLATES AND BARS SHALL BE NO LESS THAN 3/16 INCHES IN THICKNESS AND SHALL COMPLY WITH ASTM A-36 AS A MINIMUM. 4. STEEL PIPE SHALL COMPLY WITH A$TM A-501 OR ASTM A-53. TYPE E OR S. GRADE B. A-500 GRADE B STEEL MAY BE SUBSTITUTED. 5. GALVANIZED STEEL GRATING SHALL BE A MINIMUM 1-1/4 INCH X 1/9 INCH AT 3/16 INCHES ON CENTER. 6. COLD FORMED CHANNELS, C'S AND Z'S USED AS GIRTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM STANDARD A607 GRADE 50. 7. CONNECTIONS: A. CONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED TO COMPLETE FIELD ERECTION OF STRUCTURE AS INDICATED BY CONTRACT DOCUMENTS OR THESE SPECIFICATIONS. B. HIGH STRENGTH THREADED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH AJSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS. USE A -325N BEARING -TYPE CONNECTION BOLTS UNLESS NOTED OTHERWISE. C. GRATING AND PLATES SHALL BE FASTENED WITH SADDLE CUPS. THE NECESSARY HOLES TO COMPLETE ALL PHASES OF CONSTRUCTION SHALL BE PROVIDED AND CALLED OUT ON THE APPROVED SHOP DRAWINGS. ALL HOLES SHALL BE DRILLED OR PUNCHED PERPENDICULAR TO METAL SURFACES, FLAME CUT OR BURNED HOLES WILL NOT BE PERMITTED. D. ALL UNFINISHED THREADED FASTENERS SMALL COMPLY WITH ASTM A-307, GRADE A, REGULAR LOW -CARBON STEEL BOLTS AND NUTS WITH HEXAGONAL HEADS. E. ALL HIGH STRENGTH THREADED FASTENERS SHALL BE HEAVY HEXAGONAL BOLTS AND NUTS WHH HARDENED WASHERS, ALL FROM QUENCHED] AND TEMPERED MEDIUM CARBON STEEL COMPLYING WITH ASTM A-325. WATER TOWER NOTES: HEALTH AND SAFETY 5, GALVANIZED COMPONENTS SHALL NOT BE WELDED DIRECTLY TO THE TANK SURFACE. 1. CONTRACTOR SHALL. PROVIDE ALL SAFETY EQUIPMENT AND FALL B ALL WEIRS IN THE TANK AND STRUCTURAL ATTACHMENTS PROTECTION TO ENSURE THE SAFETY OF ON SITE PERSONNEL SHALL BE MADE IN A MANNER TO ENSURE COMPLETE DURING CONSTRUCTION, FUSION WITH THE BASE METAL, WITHIN THE UMITS 2. ACCESS TO THE TANK INTERIOR WATER COMPARTMENT SHALL SPECIFIED FOR EACH JOINT AND IN STRICT ACCORDANCE NOT BE PERMITTED WITHOUT THE APPROVAL OF THE WATER DEPARTMENT SUPERVISOR. PRECAUTIONS SHALL BE TAKEN TO PREVENT WATER CONTAMINATION. 3. THE PAINT SYSTEM SHALL BE CHECKED FOR HAZARDOUS METALS. WHERE HAZARDOUS METALS ARE FOUND IN THE PAINT SYSTEM, THE ENVIRONMENT AND WORKERS MUST BE PROTECTED FROM CONTAMINATION. ADDITIONAL WATER TOWER GENERAL NOTES L ALL STEEL ANTENNA INSTALLATION COMPONENTS MUST BE PAINTED TO MATCH EXISTING PAINT SYSTEMS ON THE EXTERIOR AND DRY INTERIOR, 2. NO COMPONENTS CAN REMAIN GALVANIZED OR STAINLESS STEEL. THE SPECIFIED PAINT SYSTEMS WILL NOT HAVE GOOD ADHESION ON GALVANIZED OR STAINLESS STEEL SURFACES. 3. CONTACT WATER TOWER PAINT MANUFACTURER TNEMEG OR EQUAL TO 013TAN A SUITABLE SURFACE PREPARATION SYSTEM FOR GALVANIZED AND STAINLESS STEEL SURFACES. THE SYSTEM MUST MAKE PREVIOUSLY GALVANIZED AND STAINLESS STEEL SURFACES COMPATIBLE WITH THE SPECIFIED PAINT SYSTEMS THAT WILL BE APPLIED. 4. IF APPLICABLE, PAINT ALL NEW STEEL IN A SHOP SETTING, PRIOR TO DELIVERY TO THE SITE. S- FOLLOW ALL PAINT MANUFACTURERS' RECOMMENDATIONS WHEN USING THEIR PRODUCTS. 6. CONTRACTOR SHALL REPAIR ALL DAMAGED PAINT AREAS OF TANK DUE TO CUTTING, WENDING AND GRINDING. DUE TO THE GENERATION OF METAL RUNGS WHICH WILL RUST STAIN THE TANK SURFACES IF NOT CLEANED OFF IN A TIMELY MANNER, CONTRACTOR SHAD. REMOVE ALL METAL FILINGS IMMEDIATELY. DAMAGED PAINT SURFACES SHOULD BE REPAIRED PER WATER TANK OWNER SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL PAINT MATERIALS & METHODS WITH TANK OWNER PRIOR TO WORK BEING DONE. GENERAL WELDING 1. ALL WELDING SHALL BE IN ACCORDANCE WITH AWWA TOO SEC. B, WELDING, SEC. 10, ERECTION AND SEC. 11, INSPECTION AND TESTING. 2. UNLESS NOTED OTHERWISE ALL WELDS TO THE TANK SURFACE SHALL BE MADE WITH E7015 LOW HYDROGEN ROD AND SHALL BE SMOOTH AND FREE OF BURRS AND UNDERCUTS. UNACCEPTABLE WELDS SHALL BE REPAIRED AS REQUIRED TO MEET AWWA D100 REQUIREMENTS. 3. NO WELDING SHALL BE DONE WHEN THE AMBIENT TEMPERATURE IS BELOW 32 DEGREE FAHRENHEIT UNLESS THE REQUIREMENTS OF AWWA D100, SEC 10.2.1 ARE FOLLOWED. 4. WELDING MAY CAUSE BUSTFRING OF THE INTERIOR PAINT OPPOSITE THE WELD. DAMAGED PAINT SURFACES SHOULD BE REPAIRED PER WATER TANK OWNER SPECIFICATIONS. CONTRACTOR SHALL COORDINATE ALL PAINT MATERIALS & METHODS WITH OWNER PRIOR TO WORK BEING DONE. WITH PIE QUALIFIED WELDING PROCEDURE SPECIFICATIONS. a t & t 7900 XERX€S AVE S, 3RD FLOOR BLOOMINGTON MN 55431 UNLESS NOTED OTHERWISE ALL WELDS FOR ANTENNA INSTALLATION SHALL BE SEAL WELDS. W I R E L E S S 540 W. MADISON ST 9TH FLOOR CHICAGO, IL 60661 NGINEERI N0 DESIGN 1100 E. WOODFIELD ROAD, SURE SOD SCHAUMBURG. ILLINOIS W171 TEL 847.908.8400 _.FullersanE,glneerlgcam I hereby certify that this plan, speeificadan, ur report w prepared by me or der my direct supervision and that I am duly Lic nsed Professional Engineer under the laws of rhe Sate of Mmnesoa Abraham 1 Rokazh License # 52606 COTTAGE GROVE FA NUMBER LTE 3C 10081736 SITE ADDRESS 7130 SOUTH 92nd STREET COTTAGE GROVE, MN 55016 SHEET NAME STRUCTURAL NOTES SHEET NUMBER S-1 SCALE: N.T.S.. 1 NOTES: NEW MOUNTING PIPE 2.5 STD. �x 9'_O' LONG %moo#j' 1. CUT/BEVEi TO NEW MEMBERS TO MATCH FIELD (TYP. OF 3 PER SECTOR) CONDITIONS. CAP PL1f4" I I FE PIPE 2. FABRICATE HANDRAIL STRUCTURE ON THE GROUND NEW TOPRAL PIPE 3 X—STRONG Rt at& AND INSTALL ON HANDRAIL EASE PLATES AS A COMPLETE UNIT. 3. WELD STEEL (A36) SHIMS TO HANDRAIL POST' NEW PIPE TO PIPE CLAMP SET BASE PLATES AS REQUIRED IF PLATE BASE IS SITE PRO P N SCPIDK (TYP.) A LQCATED AT ROOF PLATE LAP. f I I i 7900 XERXES AVE S. 3RD FLOOR BLOOMINGTON MN 55431 I NEW POST PIPE 3 X-5TRONG AT MAX. 4�-0' O.C. Wf SKI I WELDED CAP PL 1/4" W R E L E S S 1 I 3 16 540 W. MADISON 9TH FLOOR CHICAGO, ILL 60661 NEW MIDRAIL PIPE 3 X—STRONG FULLERTION ENGINEERING DESIGN EW BOTTOMRAIL PIPE 3 11—STRONG I I el 1100 E. WOODRE ROAD, SUITE 500 I I � II SCHAUM6URG,IW NOI5601 T3 I NEW BASE PL 3/8"x10"x0'-10'TFL I 647-9084KN www.Fullerton Engineedng. EQUIPMENT NOT SHOWN FOR CLARITY TOP OF EXISTING I WATER TANK SHELL enecxRo er: RI nPa E!Awl US p0'� pEscmFnon iur. A 1/25/18 1st SET SAC REVIEW AA 1 B 3/14/15 2nd SET SAC REVIEW AA I '— C 4/6/19 3rd SET SAC REVIEW AA. I ,, ITI B Li/ 0 4/15/19 st SET 54C APPROVA AA I 7/3/18 REVISION A,4 I NEW TOP/MIO/BOTTOM RAIL I 1 2 1/31/19 REV 2 MH 1 SEE DETAIL 1, — 1 / THIS SHEET I 35/3/19 REV 3 MH 4 7/10/19 REV 4 MH _ J ' SECTION A I hereby certify that this plan, pac prepared ification, . report was brc me ar under my diced su pe s o a d chat I am duly Lic nsed Professional J/ laws of rhe NEW POST PIPE 3 X -STRONG AT MAX. 4'-0' O.C. State ofrMinaesou Ahraham I Rokwh _ NEW MOUNING PIPE (TYP.) NEW CONTINUOUS License E1 S200S KICK PL 1/4'x4" I I ALL I I 3 is SIDES I I I I � I I SITE NAME ' I NEW POST (TYP.) NEW BASE PL 3/8'x10"x0'—,a• COTTAGE GROVE NEW SNFFENER PL 1/4"x2 3/4'x0'-4" (TTP. OF 3 SIDES) FA NUMBER DETAIL 1 4ryQA o r PIPE ► LTE 3C 10081736 NEW POST SITE ADDRESS NEW SRPFM PL 1/474 3/4"xtyi CDP. OF 3 SOLS) 7130 SOUTH 92nd STREET I COTTAGE GROVE, MN 55016 E. 3 16 NEW CONTINUOUS I I 3 16 KICK PL 1/4"x4" I (BEHIND) I TOP OF EXISTING WATER TANK SHELL SHEET NAME MODIFICATION DETAILS PLAN VIEW SHEET NUMBER EXISTING TANK SHELL NEW BASE PL 3/8'xiD'xD'-10' ry SECTION 8 SQL Statement of Justification for AT&T LTE 3C/4C/5C/6C Antenna Modification/Softwares Site Name: COTTAGE GROVE (FA# 10081736) Description of Location RECEIVED Property ID: 2002721220004 Property Address: 7130 South 92nd Street Jurisdiction: City of Cottage Grove FEB 2 6 2020 CITY OF COTTAGE GROVE Legal Description: OUTLOT B & OUTLOT C PINEHILL ACRES 1ST ADD Lot B SubdivisionCd 28200 SubdivisionName PINEHILL ACRES IST ADD Lot C SubdivisionCd 28200 SubdivisionName PINEHILL ACRES 1ST ADD Description of Site and Proposed Work AT&T currently has an operational telecommunications site at 7130 South 92nd Street that utilizes nine (9) antennas mounted on three (3) unique sectors. The water tower is 121 feet high and AT&T's antennas are mounted at an elevation of 128 feet. The existing AT&T cabinets and ground equipment are located inside the shelter at the base of the tower. AT&T is proposing the following modifications to the existing site: 1) Remove (6) existing antennas and replace them with (6) new antennas (3 - NNH4-65C-R6, 3 — EPBQ-654L8H6-L2), 2) Add (9) new radio units (3 - Airscale 825/66 Dual Band RRHs, 3 - Airscale 135/29 Dual Band RRHs, 3 - RRH4x25-B30 RRHs), 3) Remove (3) existing radio units and replace them with (3) new radio units (Airscale 812/14 Dual Band RRHs), 4) Remove and replace existing power plant cabinet located inside existing shelter, 5) Install new handrail prior to antenna and radio upgrades. ANTENNAS: Three (3) sectors currently consist of three (3) panel antennas each for a total of nine (9) existing panel antennas. The total number of antennas will not be changing with this proposed modification. New antennas will be mounted at the same height as the ones being removed. See page A3 of the plans submitted with this application for reference. Specifications for the new antennas can be found on page A6. RADIOS: Three (3) sectors currently consist of four (4) radio units each for a total of twelve (12). The total number of radios will be increasing with this proposed modification. Radios are mounted behind the antennas and do not impact the height of the array. See page A4 of the plans submitted with this application for reference. Specifications for the new radios can be found on page A6. CABINETS: AT&T has existing cabinets located at the base of the water tower and is not proposing to install any new equipment cabinets at this time. All installations proposed are occurring within the existing cabinets. See page A2 of the attached plans for equipment plan. MODIFICATIONS: Per SEH and City request, AT&T to have new handrail installed prior to antenna and radio upgrades. All equipment to be relocated to new handrail. Specifications for the new handrail can be found on page S-2. Site Selection The site was selected for modification because the existing facility provides sufficient space for antennas to provide better coverage to users within the area. Upgrading the existing facility will be the least disruptive option for the community, in accordance with the county's zoning ordinance. If you have any further questions or comments concerning this narrative, please contact me at (312) 796-9450, or via email at Daniel.Steinfels@sacw.com. Thank you, in advance, for your consideration and attention in respect to this application.