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Home My WebLink AboutBuilding Permit 16.0058 o f PRIG CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec ' d ,, TEMPORARY CERTIFICATE �OF ZONING COMPLIANCE 01 AND UTILITY CONNECTION PERMIT ��NNESo�P 1. white File 2. Pink C y PERMIT NO . \ � . il 3 Yellow Applicant Please type or print and sign at bottom) ADDRESS f (office use) 55 0 Cedarwood Street LEGAL DESCRIPTION (office use only) �2 `` \\ //ll LOT BLOCK ADDITION PID Z ) - 3 ✓✓ V - V OWNER 616-916-3062 (Name) SMJ International o/b/o Verizon Wireless _ (Phone) (Address) 49030 Pontiac Trail , Suite 100 , Wixom , MI 48393 BUILDER (Company Name) (Phone) i (Contact Name) (Phone) (Address) TYPE OF WORK ❑ New Construction ❑beck ❑Porch ❑Re-Roofing ❑ Re-Siding ❑ Lower Level Finish ❑ Fireplace [XAddition ❑Alteration ❑utility Connection CODE: ❑I.R. C . ' C. ❑ Misc. Type of Construction: I ® III N V A B PRO.IECT COST/VALUE $ 15 , 000 Occupancy Group: A B E F H I M R S U] (excluding Iand) Division: 1 2 3 4 5 I hereby certify that I have furnished information on this application which is to the best of my knowledge hue and correct I also certify that I am the owner or authorized agent for the I above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this pe N forjust cause. F r5liamore, I hereby agree that the city official or a designee may enter upon the property to perform needed Inspections, X ofSMJlnterns B oyerizon 11 /23/15 Signature Contractor's License No. Date Permit Valuation 5 C © f) T - Park Support Fee # $ Permit Fee $ • Z� Z� SAC # $ Plan Check Fee $ Z Water Meter Size 5/8" ; 1 " ; $ State Surcharge $ SQ Pressure Redticer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ I I Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE Th;Tjcome YotirBttilding Petmit enApprov d Paid Recei t No . Date BulVding 01'ficial This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document i when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, n Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850 4646 Dakota Street Prior Lake, MN 55372 SEH Huiloing a BLiter World for All of Us '' November 19 , 2015 RE : City of Prior Lake , Minnesota Verizon Optimization at Cedarwood WT ' Site No . MINC MYSTIC LAKE OPTIMIZATION SEH No . PRIOR 134597 Ryanne Davis Project Manager SMJ International 49357 Pontiac Trail Wixom , MI 48393 Dear Ms , Davis : In accordance with the request of the City , we have reviewed the plans submitted by Design 1 dated November 12 , 2015 , referencing the construction of the proposed Verizon Optimization Project at the Cedarwood Water Tower in the City of Prior Lake and have the following comments for your review: 1 . Note : This project and all aspects of construction will need to be discussed at a preconstruction meeting prior to commencement of project construction . Based on our review and the above information as provided by Design 1 , it is our opinion that the City of Prior Lake can proceed with approval of this phase of the project , as the remaining comment is minor in nature and can be addressed at the preconstruction meeting . Following approval by the City , a pre- construction meeting must be scheduled by the tenant to include the City , SEH , the contractor and Verizon 's representatives prior to commencement of project construction . If you have any questions regarding our comments , please contact Jess Davison directly at 651 , 318 . 0343 Sincerely , r� r ;/John Cvek I i Project Review Administrator dmk Attachments c: Nick Zurby — City of Prior Lake , Minnesota Dan Zienty — SEH Saint Paul Office Dale Romsos — SEH Saint Paul Office S:\ptXp\prior\134597\telecomm\cedanvood\vedzon optimization\correspondence\letters\vedzon pcs-Ite at cedanvood wt to r. davis 111915.docx * Disclaimer - "SEH and the City review plan sets for each Tenant's proposed installations and upgrades in the order that they are received. Each review is independent of any other proposed Tenant modification(s). Any approval of Tenant's proposed installation are conditioned upon Tenant completing its approved improvements prior to another Tenant completing its modifications. If Tenant's proposed improvements are approved but Tenant fails to promptly commence construction such that another subsequent Tenant completes its improvements first, Tenant may need to resubmit its plans and update its structural analysis to reflect the new site conditions". Engineers Architects Planners Scientists Short Elliott Hendrickson Inc . , 3535 Vadnais Center Drive, Prior Lake, MN 55110-5196 SEH is 100% employee-owned i sehinc.com 1 651 .490 ,2000 1 800 , 325. 2055 1 888 . 908 . 8166 fax Energy ( Water Built-Environment I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed November 10, 2015 professional engineer under the laws of the State of Minnesota Subject: Verizon Wireless Antenna Installation Site : MINC Mystic Lake Optimization Date : 11 /10/2015 Reg . No . 47985 x Address : 5580 Cedarwood Street Prior Lake, MN 55372 Job No . : R15400052 - Isaac Odland To Whom It May Concern : Per your direction, Ulteig Engineers has completed the requested structural evaluation of the existing mounts on the exterior wall of the water tower located at the address listed above to determine their structural capacity to support the proposed Verizon Wireless loading. This evaluation has been completed in accordance with the IBC and AWWA standards . Please see below for the results of this evaluation. Analysis Results Antenna Mounts : Structurally Adequate Distribution Box and RRU Mounts : Structurally Adequate uate If you are aware of any information that is contrary to that which is contained in this report and evaluation, or if you are aware of any defects arising from the original design, material, fabrication, or erection, please disregard this report and contact Ulteig Engineers . Also, if any additional loading is added to this tower beyond that which is stated within this document, this report and evaluation are to be considered void and Ulteig Engineers should be contacted for further evaluation of the structure . We greatly appreciate the opportunity to provide you with these services . If you should have any questions or concerns regarding this report or the associated evaluation, please contact me at Isaac . Odland@ulteig. com or by phone at (605) 323-6071 . Best Regards, Isaac Odland, PE Subject: Verizon Wireless Antenna Installation Site: MINC Mystic Lake Optimization Address: 5580 Cedarwood Street Prior Lake, MN 55372 Job No: R15.00052 Page 2 Summary of Results This evaluation has been performed in accordance with the IBC and AWWA for a 90 mph three second gust wind speed with no ice . Antenna Mounts : X Sector : The proposed Verizon antennas will be installed on existing 8' -6" long 2-7/8" O .D . pipes (2 .5" Sch . 40 assumed) that are attached to the exterior stem wall of the water tower located at the address listed above . Refer to the structural detail drawings completed by Ulteig Engineers dated in 2015 for more information. It is our professional opinion that the existing mounting pipes and attachments to the water tower wall are structurally adequate to support the proposed Verizon antennas and associated equipment along with the required loading as stated in the AWWA Code . Y & Z Sectors : The proposed Verizon antennas will be installed on proposed 8' -6" long 2 " Sch. 40 pipes that are to replace existing antenna mount pipes attached to the exterior stem wall of the water tower located at the address listed above . Refer to the structural detail drawings completed by Ulteig Engineers dated in 2015 for more information . It is our professional opinion that the proposed mounting pipes and the existing attachments to the water tower wall are structurally adequate to support the proposed Verizon antennas and associated equipment along with the required loading as stated in the AWWA Code . A structural review of the existing antenna mounts supporting the existing antennas that will remain was not completed and is not covered in the scope of this report as the loading on those mounts is not changing due to this Verizon antenna upgrade . Distribution Box and RRU Mounts : The proposed Verizon distribution boxes and RRU' s will be installed on existing and proposed mounting pipes attached to the stiffener ring on the interior wall of the water tower located at the address listed above . Refer to the structural detail drawings completed by Ulteig Engineers dated in 2015 for more information . It is our professional opinion that the existing mounting pipes are structurally adequate to support the existing and proposed Verizon loading and associated equipment along with the required loading as stated in the AWWA Code . Leer Penetrations : At sector X there will be proposed 1 " diameter holes drilled through the water tower wall for a means of routing the proposed jumpers to Verizori s equipment located on the exterior wall of the water tower . The proposed holes shall be placed in accordance with the structural details completed by Ulteig dated in 2015 and shall be placed such that they are not at a seam in the water tower wall. It is our professional opinion that the drilling of these holes, in accordance with the details completed by Ulteig and standard industry practice, will not impact the structural integrity of the existing water tower structure . ,Subject: Verizon Wireless Antenna Installation Site: MINC Mystic Lake Optimization Address: 5580 Cedarwood Street Prior Lake, MN 55372 Job No: R15400052 Page 3 Globally: The increase in loading on the existing water tower structure, as a result of installing the proposed antennas and equipment, is considered minimal and is not expected to diminish the structural integrity of the existing water tower structure . A structural review of the water tower itself was not performed and is not part of the scope of this report. Provided Documents This evaluation is based on the following documents provided to Ulteig Engineers and has been provided without the benefit of site visit services by Ulteig Engineers . If the provided information or the information contained in this report and evaluation is incorrect, this report and evaluation are to be considered void, and the correct information is to be given to Ulteig Engineers to allow for a revised evaluation and report. Document Details Provided By Tower Drawings Not Provided N/A Previous Structural Previous structural analysis report completed by Ulteig Ulteig Analysis Engineers dated June 27, 2014 Antenna Information Proposed Verizon Wireless RF Information Design 1 Existing and Proposed Verizon Antenna Loading Antenna Centerline Comment Elevation (6) Antel LPD -7905/8 Antennas (Existing) (9 ) CSS X7CQAP-86-865-V Antennas (Proposed) Antennas will replace (3) Ericsson RRUS-B13 RRH' s (Proposed) existing antennas on (3) Ericsson RRUS42 RRH' s w/ A2 Modules (Proposed) existing mounting pipes (3) Ericsson RRUS12 RRH' s (Existing) 711+ attached to the stem wall . (3) Ericsson A2 Modules (Prop . Attached to existing RRH's) RRU's and Sector Boxes (6) ADC DD1900 TTA' s (Existing) will be installed on mounts ( 1 ) Commscope RxxDC-3315 -PF48 Sector Box (Existing) attached to the inside of the (2) Commscope RxxDC-3315 -PF-48 Sector Boxes (Proposed) water tower. ,Subject Verizon Wireless Antenna Installation Site: MINC Mystic Lake Optimization Address: 5580 Cedarwood Street Prior Lake, MN 55372 Job No: R15400052 Page 4 Disclaimer of Warranties Ulteig Engineers will not be held liable for damages originating from material deficiencies or construction error, nor will Ulteig be held responsible for any injuries sustained by any entity as a result of any information contained in or conclusions made within this report. This evaluation is limited to determining the feasibility of installing proposed carrier equipment. No analysis of mounts or other various non-structural items has been performed, unless noted otherwise . Appropriate mounting equipment should be obtained from a licensed communications components manufacturer and be installed in accordance with manufacturer and applicable code standards . This report has been provided without a site visit completed by Ulteig Engineers to verify existing t conditions . If any existing conditions vary from conditions presented in this report or evaluation, this report and evaluation shall be considered void and Ulteig Engineers should be contacted for further evaluation of the structure . This report is not a condition assessment, nor does it replace a complete tower inspection . Inspection and maintenance should be performed in accordance with all applicable code requirements . This evaluation is limited to a structural analysis based on theoretical capacity . This evaluation does not account for damaged, loose, or missing members or for any loose or damaged connections . Ulteig may be contacted to produce repair plan details if needed; however, a detailed repair plan is outside the scope of this project. Any modification recommendations made within this report are based on previous experience and should not be used for construction. Ulteig Engineers may be contacted to produce detailed modification designs; however, a detailed modification design is outside the scope of this project. Subject: Verizon Wireless Antenna Installation Site: MINC Mystic Lake Optinuzation Address: 5580 Cedaiwood Street Prior Lake, MN 55372 Job No: R15400052 Page 5 Attachments Computer Analysis Output File Energy Water Built-Environment Site: MINC Mystic Lake Optimization Calculated By: I. Odland Ulteig Job #: R15.00052 Date: 10/9/2015 Wind On Appurtenances Wind Speed = 90 mph (3 second gust) Exposure Category = C Topo Category = 1 Crest Height = 0 ft Fa = qz * Gh * ( EPA) See Table Below (from 2 . 6 .9 . 2 ) qz = 0,00256 * Kz * Kzt * Kd * VA2 * 1 = 23 . 20 psf (from 2 . 6 .9 . 6) Kz = 2.01(z/zg) A( 2/a ) = 1 . 18 (from 2 . 6.5 . 2 ) z = 71.00 ft (antenna CL elevation ) zg = 900.00 (from Table 2-4) a = 9 .50 (from Table 2-4) Kzt = (1 + Ke* Kt/Kh) A2 = 1 .00 (from 2 . 6 . 6.4) Ke = n/a (from Table 2-4) Kt = n/a (from Table 2-5) Kh = n/a (from 2 . 6 .6 .4) Kd = 0.95 (from Table 2-2 ) V = 90.00 mph (3 second gust) I = 1 .00 (from Table 2-3) Gh = 0. 85 (from 2 . 6.7) Appurtenance CaAa, s .f. Fa, Ibs weight, Ibs Ante] LPA-7905/8 (Existing) 9.40 185 .3 48.7 0018534643 -0.0487 CSS X7CQAP-86-865-V (Proposed) 13 . 63 268 .8 71. 8 0426875233 -0.0718 Ericsson RRUSBI3 3 .26 64. 3 74. 0 0.06427972 -0.074 Ericsson RRUS12 w/ A2 Module 3 .67 72 .4 80. 0 0.07236398 -0.08 Commscope RxxDC-331S-PF48 2051 49 . 5 27 .0 0,04949144 -0.027 Ericsson RRUS-12 w/ Solar Shield 2. 62 51 .7 58.0 0,05166039 -0.058 ADC DD1900 TTA 2 . 31 45 . 5 25 .0 0,0455479 -0.025 0.0 0 0 0.0 0 0 Y Z X -. 0 ; -. 144k t -. 0 -. 144k - 0 -A 44k -. 009k/ft Loads : LC 1 , 1 . 2DL + 1 . 6WL 0 Deg Envelope Only Solution Design 1 / Verizon SK - 1 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 26 AM R15 . 00052 Antenna Mount (X Sector) MINC Mystic Lake Antenna Mount_X . . . li Y Z X -. 144k -. 144k -A 44k 74 -. 009k/f Loads : LC 2 , 1 . 2DL + 1 . 6WL 90 Deg Envelope Only Solution Design 1 / Verizon SK - 2 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 27 AM R15000052 Antenna Mount (X Sector) MINC Mystic Lake Antenna Mount_X . . . f Y Z X 747 . 144k . 144k A 44k . 009k/f Loads : LC 3 , 1 . 2DL + 1 . 6WL 180 Deg Envelope Only Solution Design 1 / Verizon SK - 3 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 29 AM R15000052 Antenna Mount ( X Sector) MINC Mystic Lake Antenna Mount_X . . . Y Z X . 144k -. 0 A 44k -. 0 . 144k -. 0 . 009k/ft Loads : LC 4, 1 . 2DL + 1 kWL 270 Deg Envelope Only Solution Design 1 / Verizon SK - 4 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 31 AM R15200052 Antenna Mount (X Sector) MINC Mystic Lake_Antenna Mount_X . . . k Company Design 1 1 Verizon Nov 5 , 2015 4 Designer I . Odland Job Number R15 . 00052 Checked By: � T E C H N O L 0 G I E S Name Model N MINC MY p Mystic Lake Optimization Antenna Mount X Sector Hot Rolled Steel Properties Label E rksil G fksil Nu Therm \1 E . . .Densit k/ft. . . Yieldrksil Rv FufksiI Rt 1 A36 Gr. 36 29000 11154 . 3 . 65 . 49 36 1 . 5 58 1 . 2 2 " A572 Gr 50 29000 11154 . 3 . 65 R49 50 1 . 1 65 ` 1 . 1 3 A992 29000 11154 . 3 . 65 .49 50 1 . 1 65 1 . 1 4 A500 Gr.42 29000 11154 , 3 . 65 .49 42 1 A 58 1 . 3 5 A500 Gr. 46 29000 11154 . 3 . 65 A9 46 1 .4 58 1 . 3 Hot Rolled Steel Design Parameters Label Sha e LenathIftl Lbyyfftl Lbzzrftl Lcomp toprftl Lcom bot[ftl I. for . . . Kvv Kzz Cb Functi . . , 1 M1 PIPE 2 . 5 8 . 5 Lbyy Lateral Member Point Loads (BLC 1 : Dead Load) Member Label Direction Maqnituderk, k-ftl Location ft % 1 M 1 Y - 3024 %D80 2 M 1 y - . 024 %D50 3 MI Y - . 024 %D20 Member Point Loads (BLC 2 : Wind Load 0 Deg) 3 Member Label Direction Ma nitude k k-ft Location ft % 1 M 1 X - 209 %D80 2 M 1 X - 009 % 50 3 M1 X - 009 %D20 Member Point Loads (BLC 3 : Wind Load 90 Deg) Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Z - . 09 %D80 2 M1 Z - 809 % 50 3 M 1 Z - . 09 %D20 Member Point Loads (BLC 4 : Wind Load 180 Deg) Member Label Direction Maqnituderk, k-ftl Location ft 1 M 1 X . 09 %D80 2 M 1 X . 09 %% 50 3 MI X . 09 % 20 Member Point Loads (BLC 5 : Wind Load 270 Deg) Member Label Direction Maqnitudefk. k-ftl Location ft 1 M 1 Z . 09 %D80 2 M1 Z . 09 % 50 3 M 1 Z . 09 %D20 Member Distributed Loads (BLC 2 Wind Load 0 Deg) Member Label Direction Start Mac inituderk/ft, FlEnd Maanitudefk/ft, Fl Start Locationrft, %l End Location ft % 1 MI X -. 006 - . 006 1 0 0 Member Distributed Loads (BLC 3 : Wind Load 90 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location[ft, %l End Location ft FTI MI Z 1 - . 006 - . 006 0 0 RISA-3D Version 12 . 0 . 2 [C : \. . .\. . .\. . .\. . .\. . . \. . .\X Sector\MINC Mystic Lake_Antenna Mount_X Sector. r3d] Page 1 Company Design 1 ! Verizon Nov 5, 2015 Designer I . Odland r Job Number R15. 00052 Checked By: H N O l G 1 E S Name Mystic Lake T E C Model N MINC M Optimization Antenna Mount X Sector 0 Member Distributed Loads (BLC 4 : Wind Load 180 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft 1 M 1 X . 006 . 006 0 0 Member Distributed Loads (BLC 5 : Wind Load 270 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft % 1 M 1 Z . 006 . 006 0 0 Basic Load Cases BLC Description Category X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me. . . Surface . . . 1 Dead Load None - 1 3 2 Wind Load 0 Deg None 3 1 3 Wind Load 90 Deg None 3 1 4 Wind Load 180 Deg None 3 1 5 Wind Load 270 Deq None 3 1 Load Combinations Descri tion Solve PDelta SRSS BLC Fact. . . BLC Fact. . .BLC Fact. . .BLC Fact. . . BLC Fact. . . BLC Fact. . BLC Fact. . . BLC Fact. . , fi 1 1162DL + 1 . 6W. . . Yes 1 1 . 2 2 1 . 6 2 1 . 2DL + 1 . 6W. . . Yes 1 1 . 2 3 1 . 6 3 1 . 2DL + 1 . 6W. 41 Yes 1 1 . 2 4 1 . 6 4 1 . 2DL + 1 . 6W. . • Yes 1 1 . 2 5 1 . 6 Envelope A1SC 14th (360- 10) : ASD Steel Code Checks Me . . , Sha . . . Code Check Loc ft LC Shear C . . . L. . , Dir LC Pn . . . Pn . . . M . . . M . . . . . E. . . 1 M1 PIP . . . . 107 . 62 1 . 021 7 • • 3 19. . 40. . 2 . . . . I2 . . . . . H . . RISA-3D Version 12 . 0 . 2 [C : \. . . \. . .\. . .\. . .\. . .\. . .\X Sector\MINC Mystic Lake Antenna Mount_X Sector. r3d] Page 2 Y Z X -. 02 -A 44k -. 02 -A 44k -. 02 -. 144k -. 009klft Loads: LC 1 , 1 .2DL + 1 . 6WL 0 Deg Envelope Only Solution Design 1 / Verizon SK - 1 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 02 AM R15200052 Antenna Mount (Y & Z Sectors) MINC Mystic Lake Antenna Mount_Y . . . i Y Z X 2 -. 144k E -. 144k -. 144k -. 009kff Loads : LC 2 , 1 . 2DL + 1 . 6WL 90 Deg Envelope Only Solution Design 1 / Verizon SK - 2 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 04 AM R15 . 00052 Antenna Mount (Y & Z Sectors) MINC Mystic Lake Antenna Mount_Y . . . Y Z X 77 A 44k z A 44k , 144k , 009k/fl Loads : LC 3 , 1 . 2DL + 1 .6WL 180 Deg Envelope Only Solution Design 1 / Verizon SK - 3 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 05 AM R15 . 00052 Antenna Mount (Y & Z Sectors) MINC Mystic Lake Antenna Mount_Y . . . Y wj Z X A 44k -. 02 . 144k -. 02 . 144k -. 02 . 009k/ft Loads : LC 4 , 1 . 2DL + 1 . 6WL 270 Deg Envelope Only Solution Design 1 / Verizon SK - 4 I . Odland MINC Mystic Lake Optimization (Antenna Mount) Nov 5 , 2015 at 10 : 06 AM R15 . 00052 Antenna Mount (Y & Z Sectors) MINC Mystic Lake Antenna Mount_Y . . . Company Design 1 / Verizon Nov 5, 2015 Designer I . Odland Job Number R15. 00052 Checked By: Antenna Mount (Y & Z Sectors) ' � 0 S Model Name MINC Mystic Lake Optimization (Antenna Mount T E C H N'� O L O G I E Y p ) E Hot Rolled Steel Properties Label E fksil G fksil Nu Therm AlE . . .Densit k/ft. . . Yieldfksil Rv Furksil Rt 1 A36 Gr. 36 29000 11154 . 3 . 65 A9 36 1 . 5 58 1 . 2 2 A572 Gr50 29000 11154 . 3 . 65 49 50 1 . 1 65 1 . 1 3 A992 29000 11154 . 3 . 65 A9 50 1 . 1 65 1 . 1 4 A500 Gr.42 29000 11154 w3 . 65 A9 42 IA 58 1 . 3 5 A500 Gr. 46 29000 11154 . 3 . 65 A9 46 1 A 58 1 . 3 Hot Rolled Steel Design Parameters Label Sha e Len th ft LbyyrftI LbzzfftI Lcomp toDrftl Lcomp bot ft L-tor . . . Kvv Kzz Cb Functi . . . 1 M1 PIPE 2 . 0 8 . 5 Lbyy Lateral Member Point Loads BLC 1 : Dead Load) Member Label Direction Maqnitudefk, k-ftl Location ft 1 M 1 Y - .024 % 80 2 MI Y - . 024 % 50 3 M 1 Y - . 024 % 20 Member Point Loads (BLC 2 : Wind Load 0 Deg) Member Label Direction Mac initudefk, k-ftlLocation ft 1 MI X - . 09 % 80 2 M 1 X - . 09 %G50 3 MI X - . 09 % 20 Member Point Loads (BLC 3 : Wind Load 90 Deg) Member Label Direction Magnituderk. k-ftj Location ft 1 M 1 Z - . 09 % 80 2 M 1 Z - 009 % 50 3 MI Z - 009 % 20 Member Point Loads BLC 4 : Wind Load 180 Deg) Member Label Direction Ma nitude k k-ft Location ft 1 M 1 X . 09 % 80 2 M1 X . 09 % 50 3 MI X . 09 %20 Member Point Loads BLC 5 : Wind Load 270 Deq) Member Label Direction Ma nitude k k-ft Location ft % 1 M 1 Z . 09 % 80 2 M1 Z . 09 %G50 3 MI Z . 09 % 20 Member Distributed Loads (BLC 2 : Wind Load 0 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Locationrft, %j End Location ft 1 MI X 1 - 0006 1 - 0006 1 0 0 Member Distributed Loads (BLC 3 : Wind Load 90 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location [ft, %I End Location ft 1 M 1 Z - 6006 1 0006 1 0 0 RISA-3D Version 12 . 0 . 2 [C : \. . .\. . .\. . .\. . . \. . .\. . .\ . . .\MINC Mystic Lake Antenna Mount_Y & Z Sectors . r3d] Page 1 Company Design 1 / Verizon Nov 5 , 2015 Designer I . Odland Job Number R15 . 00052 Checked By: Antenna Mount (Y & Z Sectors) T E C H t! o L o G I e s Model Name MINC Mystic Lake Optimization (Antenna Mount) Member Distributed Loads (BLC 4 : Wind Load 180 Deg) Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft, Fl Start Location ft % End Location ft 1 M 1 X . 006 . 006 0 0 Member Distributed Loads (BLC 5 : Wind Load 270 Deg) Member Label Direction Start Ma nitude k/ft F End Maanitudefk/ft. Fl Start Locationrft, %l End Location ft % �11 MI Z . 006 . 006 0 0 Basic Load Cases BLC Description Cateciory X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me. . . Surface(, , , 1 Dead Load None - 1 3 2 Wind Load 0 Deq None 3 1 3 Wind Load 90 Deg None 3 1 4 Wind Load 180 Deg None 3 1 5 Wind Load 270 Deg None 3 1 Load Combinations Description Solve PDelta SRSS BLC Fact. . . BLC Fact. . .BLC Fact. . . BLC Fact. . . BLC Fact. . .BLC Fact. . . BLC Fact. . . BLC Fact. . . 1 1 . 2DL + 1 . 6W. 10 Yes 1 1 1 1 a2l 2 11 . 6 2 ` 1 . 2DL + 1 . 6W Yes 1 1 . 2 3 1 . 6 3 1 . 2DL + 1 . 6W. 11 Yes 1 1 . 2 4 1 . 6 4 1 . 2DL + 1 . 6W. 0 Yes 1 1 . 2 `' 5 1 .6 Envelope AISC 14th (36O= 10) : ASD Steel Code Checks Me . . , Sha . . , Code Check Loc[ftI LC Shear C . . . L. . , Dir LC Pn . . . Pn . . . M . . . M . . . . . F. . . 1 I M1 1PIP " 41 . 205 . 62 1 1 1 . 033 ITJ 1 3 9. . . . 25 . . 1 . . . . 1 . . . . . H . . RISA-3D Version 12 . 0 . 2 [C : \. . .\. . . \. . . \. . . \. . .\. . .\. . .\MINC Mystic Lake Antenna Mount_Y & Z Sectors . r3d ] Page 2 Y Z X -. 03 -. 08k -A 17k . 032k/ft Loads : LC 1 , 1 . 2DL+1 . 6LL 0 Deg Envelope Only Solution Design 11 Vrizon Wireless SK - 1 I . Odland Mystic Lake Optimization Nov 2 , 2015 at 11 : 52 AM R15800052 Dist . Box & RRU Mount Mystic Lake Dist, & RRU Mount. r3d i Y Z X -. 08k -. 117k -. 032k/f Loads : LC 2 , 1 . 2DL+ 1 . 6LL 90 Deg Envelope Only Solution Design 1 / Vrizon Wireless SK - 2 I . Odland Mystic Lake Optimization Nov 2 , 2015 at 11 : 52 AM R15 . 00052 Dist . Box & RRU Mount Mystic Lake_Dist. & RRU Mount. r3d k Y V Z X . 08k Y A I A . 032k/f Loads : LC 3 , 1 .2DL+1 . 6LL 180 Deg Envelope Only Solution Design 1 / Vrizon Wireless SK - 3 I . Odland Mystic Lake Optimization Nov 2 , 2015 at 11 : 52 AM R15200052 Dist . BOX & RRU Mount Mystic Lake Dist. & RRU Mount. r3d I Y r Z X -.03 08k -. 09 A 17k . 032k/ft Loads : LC 4 , 1 . 2DL+ 1 . 6LL 270 Deg Envelope Only Solution Design 1 / Vrizon Wireless SK - 4 I . Odland Mystic Lake Optimization Nov 2 , 2015 at 11 : 53 AM R15000052 Dist . Box & RRU Mount Mystic Lake Dist. & RRU Mount.r3d Company Design 1 / Vrizon Wireless Nov 2 , 2015 Designer I . Odland Job Number R15 . 00052 Checked By : T e c x , , o L o c I e s Model Name Mystic Lake Optimization Hot Rolled Steel Properties Label E ks �[L G rksil Nu Therm \1E . . .Densit k/ft. . . Yieldrksil Ry FufksiL Rt 1 A36 Gr. 36 1 29000 11154 . 3 . 65 .49 36 1 . 5 1 58 1 . 2 2 A572 Gr.'50 29000 11154 . 3 . 65 *49 50 1 A 65 1 . 1 3 A992 29000 11154 . 3 . 65 .49 50 1 . 1 65 1 . 1 4 A500 ' GrB RND 29000 11154 . 3 ` ' . 65 527 42 1 . 4 58 1 . 3 5 A500 Gr. B Rect 29000 11154 . 3 . 65 . 527 46 1 . 4 58 1 . 3 6 A53 GrB - 29000 11154 . 3 . 65 .49 35 1 . 6 60 1 . 2 7 A1085 29000 11154 . 3 . 65 . 49 50 1 . 4 65 1 . 3 Hot Rolled Steel Design Parameters Label Shape Lenath[ftl Lbvvfffl Lbzzrftl Lcomp toDrftl Lcom bot ft L-tor . . . Kvv Kzz Cb Functi . . . 1 M1 PIPE 2 . 0 5 Lb Lateral Member Point Loads (BLC 1 : DL Load) Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Y - . 027 % 90 2 M1 Y -. 08 % 25 Member Point Loads (BLC 2 : Lateral Load 0 Deg) Member Label Direction Ma nitude k k-ft Location ft % 1 M 1 X - . 05 % 90 2 MI X - . 073 % 25 Member Point Loads (BLC 3 : Lateral Load 90 Deg) Member Label Direction Ma nitude k k4t Location ft % 1 M 1 Z - . 05 % 90 2 MI Z - 0073 %25 Member Point Loads (BLC 4 : Lateral Load 180 Deg) Member Label Direction Mac initudefk, k-ftlLocation ft % 1 MI X . 05 % 90 2 M1 X . 073 % 25 Member Point Loads (BLC 5 : Lateral Load 270 Deg) Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Z . 05 % 90 2 MI Z . 073 % 25 Member Distributed Loads (BLC 2 : Lateral Load 0 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft °/o End Location rft, 1 M 1 X -. 02 - . 02 0 0 Member Distributed Loads (BLC 3 : Lateral Load 90 Deg) Member Label Direction Start Ma nitude k/ft F End Maanituderk/ft, Fl Start Locationrft, %l End Location ft % 1 M 1 Z - . 02 - . 02 0 0 Member Distributed Loads (BLC 4 : Lateral Load 180 Deg) Member Label Direction Start Magnitude[k/ft, F] End Magnitude[k/ft, F] Start Location[ft, %] End Location [ft, %] RISA-3D Version 12 . 0 . 2 [C :\. . .\. . .\Desktop\Design Mystic Lake\Mystic Lake Dist. & RRU Mount . r3d ] Page 1 5 Company Design 1 / Vrizon Wireless Nov 2 , 2015 " Designer I . Odland Job Number R15. 00052 Checked By: r E c H - N o L o c i e s Model Name Mystic Lake Optimization Member Distributed Loads (BLC 4 : Lateral Load 180 Deg) (Continued) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft 1 M 1 X . 02 . 02 0 0 Member Distributed Loads (BLC 5 : Lateral Load 270 Deg) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location [ftAI End Location[ftAl 1 -1 M 1 Z . 02 . 02 0 0 Basic Load Cases tk BLC Description Cateaory X Gravitv Y Gravitv Z Gravitv Joint Point Distributed Area Me. . . Surface(. , , 1 DL Load None - 1 2 2 Lateral Load 0 Deg None 2 1 3 Lateral Load 90 Deq None 2 1 4 Lateral Load 180 Deg None 2 1 5 Lateral Load 270 Deci None 2 1 i Load Combinations Description Solve PDelta SRSS BLC Fact. . , BLC Fact. . .BLC Fact. . .BLC Fact. . . BLC Fact. . . BLC Fact. . . BLC Fact. . . BLC Fact. . , 1 1 . 2DL+ 1 . 6LL 0 . 1 Yes I I 1 1 1 1 . 2 1 2 1 . 6 2 1 . 2DL+ 1 . 6LL 9 '. Yes 1 1 . 2 3 1 . 6 3 1 . 2DL+ 1 . 6LL 1 . . Yes 1 1 . 2 4 1 . 6 4 1 . 2DL+1 . 6LL 2 . Yes 1 1 . 2 5 1 . 6 Envelope RISC 14MQ6040) : ASD Steel Code Checks Me . . . Sha . . . Code Check Loc[ftl LC Shear C . . . L. . . Dir LC Pn . . . Pn . . . M . . . M . . . . . E . . . 1 M1 PIP. . . 211 2 . 5 1 1 15. 0 21 . . 1 . . . . 1 . . . . . H . . RISA-3D Version 12 . 0 . 2 [C : \. . . \. . .\Desktop\Design Mystic Lake\Mystic Lake Dist. & RRU Mount . r3d ] Page 2 SECTION 09 97 15 3 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 r A. Society for Protective Coatings (SSPC ) : www. sspc . org 1 . Volume 1 : Good Painting Practice 2 . Volume 2 : Systems and Specifications 1 . 03 SUBMITTALS A. Product Data : Submit data sheet for each coating system . PART2 PRODUCTS 2 .01 MATERIALS A . Manufacturers : 1 . Sherwin Williams Company www . sherwin -williams . com 2 . Tnemec Company www. tnemec . com 3 . X- I -M Products www. ximbonder. com PART 3 EXECUTION 3 . 01 EXAMINATION A. Visually evaluate surface preparation by comparison with pictorial standards of SSPC4IS - 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 in 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 . Coating Systems for Telecommunication Equipment 099715 - 1 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 Macropoxy 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 Macropoxy 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 10740/10750 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: XdI 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 b one of the two following methods as directed b he En gineer. n sneer. P 9 Y gY g 1 . Abrasive-blast to SSPC-SP6 . 2 . Mechanically clean to SSPC -SP11 . 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 . 05 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 . END OF SECTION Coating Systems for Telecommunication Equipment 099715 - 2 Bob Hutchins From : Bob Hutchins Sent: Friday, September 23, 2016 9 :08 AM To: Kristina Ortolani ' cc: ' Ries, James '; Nick Zurbey Subject: RE : MIN Mystic Lake : Request for Building Permit Extension_Permit #16 - 58_Verizon Wireless 5580 aka 5560 Cedarwood Street, Prior Lake MN Kristina Ortolani, The request for an extension is granted to January 24, 2017 . Thank you I i rat6 f Robert D . Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 { 952 . 447 . 9851 ; Fax : 952 .447 . 4245 Sign up for Email Updates. t From : Kristina Ortolani [ mailto : kortolani@cwa - Ilc . com ] Sent : Friday, September 23, 2016 8 : 54 AM To : Bob Hutchins r Cc : ' Ries, James' Subject: MIN Mystic Lake : Request for Building Permit Extension_Permit # 16- 58_Verizon Wireless_5580 aka 5560 Cedarwood Street, Prior Lake MN Importance : High Mr. Hutchins City of Prior Lake I am writing to you on behalf of Verizon Wireless regarding their antenna upgrade on the water tank located at the above subject address in Prior Lake, MN . Verizon was issued building permit # 16-58 on January 25, 2016, to complete antenna modifications on their existing telecommunication facility . The work did not begin prior to the permit expiring on July 24, 2016 . We respectfully request a 6 month extension of this permit to allow Verizon to complete the work per the plans submitted . If you would , kindly respond to this email confirming permit #16 -58 can be extended to January 24, 2017 ? If you have any questions or need any further information , please let me know . Thank you advance for all your assistance . Regards, Kristina Ortolani Midwest & Southeast Region 821 Dawsonville Hwy, Suite 250-324 Gainesville, GA 30501 ( 678 ) 463 -7475 kortolani@cwg- llc . com 1 Bob Hutchins From: Nick Zurbey Sent: Friday, January 22, 2016 1 : 10 PM To: Bob Hutchins Subject: Verizon Cedarwood St Antenna Upgrade Attachments: Building Permit Application A0215 -000001 . pdf; Verizon PCS - LTE at Cedarwood WT to R. Davis 111915 . pdf Bob, The BP application and SEH approval letter and plans are attached . Also, we have come to terms on the amendment so let me know as soon as this one is ready so I can move ahead with scheduling precon and withdraw funds to pay for the BP fee . Thanks, Nick Zurbey Public Works Technician City of Prior Lake 952 -447-9892 i r1' DEPARTMENT OF ENGINEERING R 10 R LA K E AND BUILDING INSPECTIONS INSPECTION RECOR SITE ADDRESS TYPE OF WORK USE OF BUILDING t � . PERMIT NO . t(� - DATE ISSUED BUILDER t PHONE # & > - OC, �- INSPECTOR DATE PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED S'� FINAL FOR ALL INSPECTIONS ( 952 ) 447 =9850 VICINITY MAP SHEET INDEX e - - - a ff w SHEET SHEET DESCRIPTIONOF kip Vol LICENSED _ o > ARCHITECT Iiiiiip T-1 PROJECT INFORMATION, MAPS , DIRECTIONS , AND SHEET INDEX I2427 ` —y m E = - N H �i�'9 .......... ee A 1 SITE PLAN NO z w A-2 TOWER ELEVATIONS F e F < _ A-3 EQUIPMENT ROOM PLAN , COAX ENTRY DETAILS & SITE PHOTOSISM bu A-4 COAX, ANTENNA & TTA KEY & SITE PHOTOS A-5 COAX , ANTENNA & TTA KEY MINC MYSTIC LAKE CR42 SITE CR42 by eby certify that orundermydrectsu, A-6 ANTENNA MOUNTING DETAILS & ONE-LINE DIAGRAMS specification, or report was prepared by that t I am r my direct supervision CEDARWOOD T. N A-7 SITE PHOTOS & SPECIFICATIONS and Natlama tdulyhe cos of th Architect under the laws of the CITY O/pF�w PRIG n I A we N Stale of Mfnnesoia. �A� O _ - G 51 -S5 STRUCTURAL DRAWINGS & NOTES - Print Name: ROBERT J. DAVIS S.E.H. COATING SPECIFICATIONS DATE � "MrTFitTT'E PHOTO _ _ LOWER n• ,�no-. T�a� 7V�� Si alum: y„"o pip � ,�� , T ``]V�- /^� / PRIOR LAKE _ ISSUE SUMMARY 0 NOT _ a � 1 1 /l , - Fl A • L �l l vNO� ` L•+� _ - __ - _ Date: 1142-15 .fin 13 REV, DESCRIPTION SHEET OR DETAIL Thew commmw s *I All work shall he cttinc (�2Q /✓� l-{ QU/ /� ` v , ` — in full compliance wi _ A ISSUED FOR REVIEW 09-22-15 ALL innziirEQI11rP. relent,q includi B ISSUED FOR OWNER SIGNOFF 10-02-15 ALL DESK N - - - - — P Ti P C ISSUED FOR OWNER SIGNOFF 11 -05-15 ALL SITE DIRECTIONS D ISSUED FOR OWNER SIGNOFF 11ii,i ALL 9973 VALLEY VIEW RD. EDEN PRAIRIE, MN 55344 — DIRECTIONS FROM BLOOMINGTON RING: (952) 903-9299 FOLLOW US-169 SOUTH TO CR-18. FOLLOW CR 18 SOUTH TO CEDARWOOD ST, W W W.DESIGNI EP.COM TURN LEFT ONTO CEDARWOOD STAND FOLLOW EAST TO SITE. CONTACTS - - f _ LESSOR : CITY OF PRIOR LAKE VERIZON WIRELESS 10801 BUSH LAKE ROAD x _=per LESSEE: VERIZON WIRELESS BLOOMINGTON, MN 55438 J PROJECT INFORMATION 10801 BUSH LAKE ROAD (612) 720-6377 BLOOMINGTON, MN 55438 STEVE EDWARDS (612) 720-6377 SITE NAME: MINC MYSTIC LAKE PROJECT _ ARCHITECT: DESIGN 1 OF EDEN PRAIRIE, LLC. 9973 VALLEY VIEW ROAD 20151226127 PROJECT NUMBER: 20161226127 EDEN PRAIRIE, MN 55344 SITE ADDRESS: 5580 CEDARWOOD ST. (952) 903-9299 LOC. CODE # 140224 - - PRIOR LAKE, MN 55372 STRUCTURAL ULTEIG ENGINEERS MINC COUNTY: SCOTT ENGINEER: 4285 LEXINGTON AVE, N. ST. PAUL, MN 55126 MYSTIC LAKE LATITUDE: N440 44' 44.87" (651 ) 4153800 GENERAL NOTES LONGITUDE: W93024130,32" OPTIMIZATION GROUND ELEVATION: 99T AMSL 1 . In the event that Special Inspections are not performed in compliance with the contract terms, bid specifications and/or specified form, the General Contractor will be liable for all damages, construction performance, failures, and corrective actions related to the same. ANTENNA TIP HEIGHT: 75.0' AGL VERIZON WIRELESS 5580 CEDARWOOD ST. 2. The following general notes shall apply to drawings and govern unless otherwise noted or specified. ANTENNA CENTERLINE HEIGHT: 71 .0' AGL DEPARTMENTAL APPROVALS PRIOR LAKE, MN 55372 3. The work delineated in these drawings and described in the specifications shall conform to codes, standards and regulations that have jurisdiction in the state of Minnesota , and the city of Prior Lake. STRUCTURE HEIGHT: 148'1 AGL SHEET CONTENTS : 4. Requirements and regulations pertaining to R.F. safety codes and practices must be incorporated in the work even though they may not be listed OVERALL STRUCTURE HEIGHT: 168'-10" AGL JOB TITLE NAME DATE CONTACTS individually and separately in either the drawings or the specifications. I ISSUE SUMMARY 5. Compare field conditions with architectural and engineering drawings. Any discrepancies shall be directed to the Architect for clarification prior to fabrication GENERATOR ON SITE: UNKNOWN RF ENGINEER MIHAELA OXLEY 09/25/15 SHEET INDEX and/or construction. Submit necessary shop drawings prior to fabrication for approval by the Architect. No information or details on these sheets may be used TOWER BUILT: 1988 CONSTRUCTION ENGINEER DOUG FREDERICK 09/28/15 DEPARTMENTAL APPROVALS without the permission of the owner, or the architect. LESSOR APPROVAL 6. Do not scale drawings! 11 " x 17" drawings to scale 24" x 36" drawings scale multiply by 2 BASED ON SDF DATED: 03-09-15 PROJECT INFORMATION 7. Unless otherwise shown or noted, typical details shall be used where applicable, VICINITY MAP b'P PP COAX RUNS: "X° COAX RUN = (2) 1-5/8" LINES @ 145' EA GENERAL NOTES 8. Details shall be considered typical at similar conditions. "Y' COAX RUN = (2) 1-5/8" LINES @ 195' EA ' COAX RUN = (2) 1-5/8" LINES @ 195' EA DRAWN BY: KNW 9. Safety measures: The contractor shall be solely and completely responsible for the conditions of the job site, including safety of the persons and property (1 ) 6RRU HYBRID CABLE (EXISTING) LESSOR / LICENSOR APPROVAL DATE: 06-30-15 cts and for independent engineering reviews of these conditions. The Archite or Engineers' job site review is not intended to include review of the adequacy (2j 6RRU HYBRID CABLES (PROPOSED) CHECKED BY TJR of the contractors safety measures. SIGNATURE PRINTED NAME DATE REV. A 09-22A5 10. Within these plans and specifications, "Owner" implies VERIZON WIRELESS. PROJECT DESCRIPTION: REV, B 10-02-15 11 . The work is the responsibility of the general contractor unless noted otherwise. REMOVE (9) PANEL ANTENNAS, (2) 2RRU HYBRID CABLES, (2) SECTOR BOXES REV. C 11-05-15 & (6) 1 -5/8" COAX. ADD (9) PANEL ANTENNAS, (2) DISTRIBUTION BOXES IN 12, The terms "contractor' and "g.c." refer to the owners general contractor and the general contractors sub-contractors. It is the general contractors responsibility SHELTER, (2) DISTRIBUTION BOXES ON TOWER, (3) RRUSBI3/A2, (3) REV. D 11 -12-15 to determine the division of work among sub-contractors. RRUS12/A2, (3) A2 MODULES FOR EXISTING RRUS12 AND (2) 6RRU HYBRID LESSOR / LICENSOR: PLEASE CHECK THE APPROPRIATE BOX BELOW 13, The general contractor is responsible in obtaining necessary public and private underground utility locate services prior to start of excavating / construction. CABLES. 11 NO CHANGES, El CHANGES NEEDED, SEE COMMENTS ON PLANS. T- 1 s / IIIN *1 I LICENSED I j ARCHITECT EXISTING VERIZON WIRELESS I 12427 - - - EQUIPMENT SHELTER I EXISTING 32' x 20' / EXISTING � `•: �' / EQUIPMENT. SHELTER: / VZW LEASE AREA / / / /� �IjId 6% ' I i � � � ITl1l1 � % O UGE EXISTING EXISTING Jv� EQUIPMENT SHELTER' I hereby certify that this plan, specification, or report was prepared / CONC. __— F.®®— __® —_®® _ ®®-® ®_® __� by me or under my direct supervision ensed VAULT 1 I I `i Illi( EXISTING 6RRU HYBRID CABLE JV� Architect and that lunder am a �he laws of he �I \ \ RUN TO REMAIN State of Minnesota. \\\ \\\\\ \ Print Name: ROBERT J. DAVIS v (3) EXISTING 8"0 PVC EXISTING CONDUITS U.G. ELECTRIC natu� ._. \\ \ \\\ \\�\ JV`v \ Date: 11-12-15 (2) PROPOSED 6RRU \\ \ \ \�\ HYBRID CABLES (1 EACH TO Y & T SECTORS) \ \\\ `�� \ / EXISTING / DESIGNL BITUMINOUS SURFACE \ \ \ \\\ \\ \\\\ �X \ \ \\� (6) EXISTING 1 -5/8� / 9973 VALLEY VIEW RD. \\\ JV \\ \ \ \\ COAX TO BE REMOVED / EDEN PRAIRIE, MN 55344 (TYP. 2 PER SECTOR) � / j' (952) 903-9299 WWW.DESIGNIEP.COM / Jv \ \`�\\ \\�\\ \ `�� • COANG X TO OX TO REMAIN (TYR 2 PER SECTOR) SECTOR VG /T /Z I tl �/ J WIRELESS JV BL 801 BUSH LAKE ROAD TON, MN 38 / / \ (612) 720-6377 ` \ PROJECT \ 20151226127 EXISTING \ LOC, CODE # 140224 / STIFFNER RING / \ EXISTING WATER TANK / EXISTING MIN C COAX (ADDER (4) EXISTING 1 -5/8n MYSTIC LAKE / COAX ROUTED TO 'Y' SECTOR, I OPTIMIZATION / (2) TO BE REMOVED I (1 ) EXISTING 2RRU HYBRID CABLE 1 ( (4) EXISTING 1 -5/8 FOR Y SECTOR TO BE REMOVED i 5580 CEDARWOOD ST, " I I COAX ROUTED TO 1 PRIOR LAKE , MN 55372 1 "Z" SECTOR, (2) TO (1 ) PROPOSED 6RRU HYBRID CABLE 1 BE REMOVED FOR Y SECTOR SHEET CONTENTS : SITE PLAN Q 1 (1 ) EXISTING 2RRU HYBRID / o I CABLE FOR 'Z' SECTOR TO / I BE REMOVED o \ (1 ) PROPOSED 6RRU HYBRID EXISTING \ CABLE FOR T SECTOR CLIMBING LADDER \ / DRAWN BY: KNW \ / DATE: 06-30-15 \ NORTH CHECKED BY: TJR \ i REV. A 09-22-15 \ REV. B 10-02-15 1 i REV, C 11 -05-15 REV. D 11 -12-15 SITE PLAN GRAPHIC SCALE 5' 09 A Ito � t 'J''Dq �l!1' `tooO too NotLICENSED e Onto ARCHITECT Iffloffiv 12427 e OVERALL STRUCTURE HEIGHT OVERALL STRUCTURE HEIGHT � :'•.,. to; 168'- 10" AGL 168'- 10" AGL // spo Z� � � lllill � �` I hereby certify that this plan, specification, or report was prepared by me or under my direct supervisionF—W Flo E11 and that I am a duly Licensed k Architect under the laws of the State of Minnesota. Print Name: ROBERT J. DAVIS Sgnature Date: 11-12-15 DESIGNL, 9973 VALLEY VIEW RD, _ EDEN PRAIRIE, MN 55344 (952) 903-9299 W W W,DESIGNl EP.COM NOTE: ONLY ONE EXISTING SECTOR SHOWN FOR CLARITY NOTE: ONLY ONE EXISTING SECTOR SHOWN FOR CLARITY V I N (6) EXISTING PANEL (6) EXISTING PANEL ANTENNAS I RL ANTENNAS TO REMAIN STIFFENER #5 (TYP. 2 PER SECTOR) (TYP. 2 PER SECTOR) _ _ _ _STIFFENER 5 10601 BUSH LAKE ROAD BLOOMINGTON, MN 55438 �— — — — — — — — — — —r — — (612) 720-6377 ANTENNA C/L I ANTENNA C/L I RUN PROJECT 71 ' AGL EXISTING HORIZONTAL COAX 71 ' AGL EXISTING HORIZONTAL COAX 20151226127 STIFFENER #4 STIFFENER #4 (2) D(ISTING 2RRU HYBRID LOC. CODE # 140224 I CABLES TO BE REMOVED (9) EXISTING PANEL ANTENNAS I SECTOR) & rZ MIN C TO BE REMOVED (TYP. 3 PER I (9) PROPOSPANELER SECTOR) i MYSTIC LAKE SECTOR) STIFFENER #3 STIFFENER #3 OPTIMIZATION (6) EXISTING 1 -5/8" VZW (6) EXISTING 1 -5/8" EXISTING WATER TANK COAX TO REMAIN I VZW COAX I 5580 CEDARWOOD ST. (6) EXISTING 1 -5/8' VZW (2) PROPOSED 6RRU HYBRID PRIOR LAKE, MN 55372 COAX TO BE REMOVED I EXISTING WATER TANK CABLES (1 EACH TO Y STIFFENER 2 Z' SECTOR) I STIFFENER #2 SHEET CONTENTS : TOWER ELEVATIONS (1 ) EXISTING 6RRU HYBRID (1 ) EXISTING 6RRU HYBRID CABLE TO REMAIN CABLE I I STIFFENER # 1 I STIFFENER # 1 DRAWN BY: KNW DATE: 06-30-15 CHECKED BY: TJR REV, A 09-22-15 REV, B 10-02A5 REV, C 11 -05-15 REV, D 11-12-15 EXISTING TOWER ELEVATION GRAPHIC SCALE PROPOSED TOWER ELEVATION GRAPHIC SCALE 2 SCALE: 1 " = 20'-0" 0 to' zo' SCALE: 1 " = 20'-0" 0 ibw MRA® / NOTE: CONTRACTOR TO FIELD �� ...... ...l....,i9 ii� (2) PROPOSED 6RRU VERIFY CORRECT 1 -5/8' (6) EXISTING LINES TO BE REMOVED. HYBRID CABLES O O O 1 -5/8' COAX LICENSED TO BE REMOVED O O O ARCHITECT O O O EXISTING O O O (1 ) HOLE BOOT EXISTING :; (1 ) HOLE BOOT 52427 (6) EXISTING i -/' '' ' 0 O O O O 1 -5/8" COAX O O O O (6) EXISTINGIj COAX s �jj�I...�...-.........•• ' �� O O Q 1 -5/TO EMAIN EXISTING PENETRATION IN I hereby certify that this plan, SIDE OF DOGHOUSE FOR EXISTING PENETRATION IN specification, or report was prepared EXISTING HYBRID CABLE SIDE OF DOGHOUSE FOR HVAC HVAC by me or under my direct supervision EXISTING HYBRID CABLE TO REMAIN and that I am a duly Licensed Architect under the laws of the s PROPOSED COAX ENTRY DETAIL EXISTING COAX ENTRY DETAIL (2) PROPOSED 6RRU State of Minnesota. VIEW FROM INSIDE VIEW FROM INSIDE COAX HYBRID CABLES Print Name: ROBERT J. DAVIS ENTRY DOGHOUSE _ (1 ) EXISTING 6RRU ' CABLE ( I IG.E. Si n lure: u• wn � HYBRID . EXISTING POWER & FIBER EXISTING 19" RACK WITH (1 ) I I CABLES Date: 11 -12-t5 EXISTING DISTRIBUTION BOX & T i (2) PROPOSED DISTRIBURON I FILTER BOXES MOTOROLA PROPOSED POWER & FIBER AN t I� E � IGN Ts A CABLES 9973 VALLEY VIEW RD, _ MOTOROLA EDEN PRAIRIE, MN 55344 + WWW.DESIGNtEP.COM (952) 903-9299 r III IIFIBER FIBER VERIZON � /� � �+ �+ - s V Y IREL = a7 a� - - _ 10801 BUSH LAKE ROAD LTE BLOOMINGTON, MN 55438 MOTOROLA (612) 720-6377 PROJECT 'X' SECTOR ANTENNA MOUNT PHOTO 'Y' SECTOR ANTENNA MOUNT PHOTO 20151226127 4 SCALE: NONE SCALE: NONE EQUIPMENT LOC, CODE # 140224 ROOM MINC '� � _ MYSTIC LAKE OPTIMIZATION - POWER _ 5580 CEDARWOOD ST. BATTERY PRIOR LAKE, MN 55372 RACKS SHEET CONTENTS : EQUIPMENT ROOM PLAN ly ' p COAX ENTRY DETAILS EQUIPMENT ROOM PLAN GWHICSCME SITE PHOTOS ' .` _ SCALE: 1 /4" = 1 '-0" o z a 71 DRAWN BY: KNW DATE: 06-30-15 CHECKED BY: TJR _ x = REV. A 09-22-15 REV. B 10-02-15 AI REV. C 11-05-15 REV. D 11 -12-15 5 'Z' SECTOR ANTENNA MOUNT PHOTO SCALE: NONE A® 3 will HIS 60000 " ■ � ' . f HI A mom MEN IN ME AM,0 ARC TECT 12427 Em �� : 1 •1 : : 1 • '1 1 �� . i 1 �.� 1 • ffirromf 1 �� •�' � � • 1 11 • ill AT 1 n I : i • 1 11 • 11 ■ pllBil . . . . t � OMENbymeorundermydirectsupeNision Sol 001 Stateof Minnesota. �� 1 • t • ��__�- - Omtli'fii��i� 1ignaturel �® mom low I NMI Date: 11-12-15 IF IF EDEN PRAIRIE, MN 55344 ' 1 1 : t 1 ' 1 1 ' : 1 1 ' • 1 i : i' a' 1 • 1 1 1 ' al al • 1 . 1 : 1 1 • 1 1 ' : 1 to • 1 a : a• a' 11 1 1 ' a 1 it (952) 903-9299 WIRELESS IF 10801 BUSH LAKE ROAD BLOOMINGTVERIZON 377 , � : r 1 � �� . dF d � d _ ` ' : -.: ,.I - � � : - ,•y __ 1 • ;tea � -� � - r PROJECT V 'N � ',. J • _ _ . .' ate_ — _ =t" � IF I MINC "�• v . . 5 �=tom :.` x;�'iT 3s - - � �= xw�� 1£'_ MYSTIC LAKE IF r _ • • n _ r NJ `- _ y - `. _ g _- : 3 - - - `.-�--.tea• a �:.. T 3 — �14 FF OPTIMIZATION _ _ — _ _. x . s: _ m _3 x= w _ = - #, , _ . PRIOR LAKE, MN 55372 a z . , — MIAMI _ . - - - ' d x., r v t , . 3 - SHEET CONTENTS : q IdIrSITE PHOTOS F d Mama I I m _ e -- do — _ e v `mot dFdId Qqz IIF _ - a 7 AQ I 00 IMUM in, IF . 00 IF LOA • 1 I PROPOSED ANTENNA KEY MOD ANTENNA ANTENNA ANTENNA ELEC MECH COAX PROPOSED COAX KEY DIAMETER RUN PROPOSED TTA KEY �� j.JtoP1 AZIMUTH POSfiION FUNCTION QTY MANUFACTURER MODEL STATUS QTY. MANUFACTURER MODEL DIELECTRIC STATUS QTY. MODEL STATUS O 000�� 0 TYPE LENGTH TIP CENTER DOWNTILT DOWNTiLT TYPE (INCH) (FEET) �;' 43010 344' t TX/RXO 1 ANTEL LPD-7905/8 CDMA 94.5" 75' 71 ' 0' T EXISTING 1 DIPLEX CSS DBC-750 DIPLEXED W 1900 EXISTING - - _Cottonton LICENtooSED ASSAM South 344' 2.1 TX/RXO -1 _ CSS X7CQAP-86-865-VRO PCS/EVDO - 96' 75' 71 ' T 0' PROPOSED 1 MAIN ANDREW _AVA7-50_ FOAM_ 1 -5/e" 145' EXISTING t ADC DD1900 EXISTING SIAN ARCHITECT '. - - - - -- - - - - - - took -- - - - - - -- - - - - - - -- - - - - - -- - - -- - - - - - - 344 2.2 RX1 - - 2ND PORT PCS/EVDO - - _ - - 1 MAIN ANDREW AVA7-50 FOAM 7 -5/8° 145' EXISTING t ADC DD1900 EXISTING 12427toots to owma 344 13 TX/RXO -- - - -_ - - 3RD PORT _ LTE_ - _, _ -- -- - 6 0 (1) ROSENBERGER H}-7120-015 - - - - - - -- - -- - - -- - ob � -- - - -- - - - - - - - - - - - - - -- - - - - - - - 344 2.4 TX/RX1 - - 4TH PORT LTE - - T - - - - , BOX TO RRU P _ - _ ,9�25 - - 5TH PORT SPARE - , 1 RRU ERICSSON RRUSB13 ROPOSEDHYBRID JUMPER D1Sr toot 000, too, 2.6 - - - 6TH PORT SPARE - - - - - - - - - - - - - - - -- - - - - - -- - - -- - - - - 777 71 I 1 \ \ \\ 344 3.1 TX/RXO _1 -_ CSS =QAP-86=865_VRO PCS _ 96' _ 75' 71 ' _ 4' _ D'_ PROPOSED 1 RRU ERICSSON RRUSt2-82 (1 ) ROSENBERGER Fu-7120-015 PROPOSED- - - - -- - - - - - - - - -- - - - 344 342 RX1 - - 2ND PORT PCs - - - - - - HYBRID JUMPER DLsr. BOX TO RRU - - - - - -- - - - - - - - - -- -- - - -- - - -- - - - - - - -- - - - -- - -- - - - --- - - - - -- -- - --- - -- - -- - - - - - -- - - - - - - - - - - - - - --- - - -- - - - -- - - - _ - -- - - -- - "X" 344'_ _3.3_ - - - 3RD PORT SPARE _ -_ -_ _- _-_ _ --_ -_ _- SECTOR 344_ 14 - -- - _ _ _- _ _ _4TH PORT SPARE _ -_too, ___ _ _ _ _ _ _ - - - - - -- -- - -- - - - - - -- - --- - -- - -- - - -- - -_ _ - - - - -_ __ - - _ -_ - thereby certify that this plan, repared 344 3.5 TX/RXO __ _ _ _-_ _ __ _5TH PORT _ PCS too, 4' _ _ 0 _ 1 A2 ERICSSON A2 MODULE PCS A2 MODULE El)R 4-WAY Rx PROPOSED - - _ by meofundelrmvdrectsupervisnn - - - - - - - - - - - -- 344' 3.6 TX RX1 - - 6TH PORT PCs - - - - - - - - = and that I am a duly Licensed 344 4.1 TX RXO 1 CSS X7CQAP-86-865-VRO AWS 96" 75' 71 ' 4' 0' PROPOSED Architect under ha lays of the -- - - - _ _�- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - -- - - - - - - -- _ 4 t�6 ROSENBERGER HJ-7120-015 -_ _ _ _ _ _ _- _ _ _ _ _ _ - _ State of Minnesota. t RRU - ERICSSON RRUSt2 B EXISTING 344 4.2 TX/RX1 - - _ _ -2ND PORT _ AWS - - - - - - - RID JUMPER Disr, BOX TO RRU - _ _ _ 344' 4,3 RX2 - - 3RD PORT _ LTE_ - ___ - 6' O' - Print Name: ROBERT J. DAVIS - - - - - - - - - - - - - - - - - - - - - -- --- - - - - - -- - - - - - - - - - - - i A2 ERICSSON A2 MODULE 700 A2 MODULE FOR 4-WAY Rx PROPOSED - - - 3W 4.4 RX3 - - 4TH PORT LTE - - - - - - - - - -- - - - - - - -- - - - - - - -- - - - - - - -- - - - -- ----- - - - - - - - - - - - - -- -- - -- - -- - - - - - - - - - - - - - - - - - - - - - -- - -- -- - -- - - - - - - - - - - - - -_- - - - - - - - - 344' 4.5 RX2 - - 5TH PORT AWS _ __ ___ _ __ _ 4' _ _ 0'_ _ _ _ _ 1 A2 ERICSSON A2 MODULE AWs A2 MDa1LE FOR 4 WAY Rx PROPOSED - - - _ - - -- - - - -- - - - - - - - - -- - - - - --- - - - - --- - -- - - -- - -- - - 344' 4.6 RX3 - - 6TH PORT AWS - - - - - - - - - 344' S TX/RX1 1 ANTEL LPD-7905 8 COMA 94.5" 75' 71 ' 0' 3' EXISTING 1 DIPLEX CSS DBC-750 DIPLEXED W 1900 EXISTING s natu- /r fe` C A 104' 1 TX/RXO 1 ANTEL LPD-7905/8 COMA 94.5" 75' 77 ' 0' 3' EXISTING t DIPLEX CSS DBC-750 DIPLEXED W 1900 EXISTING - - - 104 2.1 TX RXO 1 CSS X7CQAP-86-865-VR4 PCS EVDO 96" 75' 71 ' 4' 0 PROPOSED 1 MAIN ANDREW AVA7-50 FOAM 1 -5/8" 195' EXISTING 1 ADC DD1900 EXISTING Date: 11-12-1s - -- - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - -- 104 2.2 RX1 _ _ _ -_ _ _ ___2ND PORT _ _ PCS/EVDf _ -_ _ _ _-_ _ - _ _ - _ - - 1 - MAIN -_ANDREW - AVA7-50 _ FOAM_ i -5/8" 195' EXISTING t ADC DD1900 EXISTING 104 2.3 1X/RXO -too,- - - -too,- - - - --3RD PORT -- -�iE- - -too,- - -too- - - - 6' - - 0 - - _ -- - -- 1) ROSEN H1-7120-015 - - - - -- - - - - - - - - - - - - -- - 104 2.4 TX/RX1 - - 4TH PORT LiE - - - - - - RRU ERICSSON 3 HYBRID JUMPER DAL eDX TD RRU PROPOSED -_ - - - - - - - - - - - _ - - -- - -- - - - - - - - - - - - - -- 1 SIM 104 2.5 --_ - -_ - - _, - - -5TH PORT - - -SPARE - - - - - - - - - - _- - - - - _ - - - -_- - -_ - - _ - --_ - -_ - - -- - -_ - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 104' 2 6 at, too,- -- _- - - - - -6TH PORT - - -SPARE - - - - - - - -- - - - - - - - - - - - - - - - - - - - -_- - - - - - DE 104 _3.1_ TX RXO 1 CSS X7CQAP-86-865-VR4 PCS 96" 75' 71 ' 4' 0 PROPOSED i RRU ERICSSON RRUS12-B2 (1) ROSENBERGER tM-7120-015 PROPOSED --- - -- - - - - 104 3.2 RX1 - - - -- - - -- -2ND PORT PCS - - -- - - - - - - - - - HBWD JUMPER DIST. BOX TD RRU -- - - -- - -- - - --_ - 9973 VALLEY VIEW RD, "Y" --- -- - - -- - - - -- - - - - - - - --- -- - - - - - - - - - - -_- - _- - - - - -- _-- - - - - - - - - - - -- - - -- - - -_- - -- - -- - -- - - - - - EDEN PRAIRIE MN 55344 104' 3.3 - - - 3RD PORT SPARE - SECTOR - - - -- - -- -- - - - - -- - - - - - - - - - - -- - - -- - - - - -- - - - - - - -- - - - - - -- - - - - - - - - - - - - -- - - - - --- - - - - - - - - - - - - - - -- - - - - - - - - - - - (952) 903-9299 104 3.4 - - - _ _ -4TH PORT - - SPARE - - - - - - - - - - - - - - - - - WWW.DESIGNlEP.COM _ -- - - - - - - - - - - - -- - - - - -- - - - -- -E-- - �- - - - - - - 104' 3.5 TX`RXO - - ---- 5TH PORT - PCS - -- - -- - -- - 4 - - 0 - too. -- - - - - - - - - - -- - -- - -- - -- - - -- - - - - -- -- - - 1 A2 ERICSSON A2 MODULE PCS A2 MODULE FOR 4-WAY Rx PROPOSE 104 3.6 o .TXjXt - - _--- - - -6TH PORT - - - PCS -- - - - - -- - -- - - - - - - 104 461 TX RXO 1 CSS X7CQAP-86-865-VR4 AWS 96' 75' 71 ' 4' O' PROPOSE t RRU ERICSSON RRUS72-64 (1) ROSENBERGER HJ-7120-015 EXISTING - - - - -- - - - - - - - - - - - - - - --- - -- - -- - - 104 4.2 _TX/RXt - - 2ND PORT AWS - - - - - - - - - - - - HYBRID JUMPER DIST, BOX TO RRU - - - - - -- - - -- - - - - - - - - - 104 4.3 _ RX2 -- _- -- - - -3RD PORT -- - LT - _, -_. - _M, -6* - D - --_ - - - - -- - - --- - -- -- - - - - - -- - - - -- - - - - - -. - - -- - -_ - --- - - _ - - 1 A2 ERICSSON A2 MODULE 70D A2 MODULE FOR 4-WAY Rx PROPOSED - - - - - - - - - - - - - - - -- A , 104' 4.4 RX3 - - -- -- 4TH PORT - LTE - - - - - -- - ®/ Y _ - - - - - - -- - - - - - - - -- - ---- 1 A2 ERICSSON A2 MODULE MS A2 MODULE FOR 4-WAY Rx PROPOSE - 104' _4_45_ _ RX_2- -_ - - _- - - ---_5TH_ PORT - - - AWS - _- - _, - _- - 4-- - Do -- - - - - -- - - -_ - -- - - - - - C �+ �+ _ _. _ __ _ ___ , GL �7a7 1 O4 4.6 RX3 - - 6TH PORT AWS - - - - - - - - 10801 BUSH LAKE ROAD 104' 5 1 ANTEL LPD-7905 8 CDMA 94,5" 75' 71 ' 0' 3' EXISTING 1 DIPLEX CSS DBC-750 DIPLEXED W/ 1900 EXISTING - - - BLOOMINGTON, MN 55438 224' 1 TX/RXO 1 ANTEL LPD-7905/8 COMA 94,5" 75' 71 ' 0' 0' EXISTING 1 DIPLEX CSS DBC-750 DIPLEXED W 1900 EXISTING (512� 7zo-537� 224'_ 2.1 TX/RXO 1 CSS X7_CQ_AP_-86_-865-_VR_4 PCS/EVDO - 96" _ 75' 71 ' _ _D' _ _ 0'_ PROPOSED 1 MAIN ANDREW _AVA7-50_ _ FOAM__ 1 -5/8" _t95' EXISTING _ t _ _ _ AD_C_DD1900 EXISTING 224 12 RX1 - - 2ND PORT PCS/EVDO - - - - - _ _- - t - MAIN - - ANDREW - AVA7-50 FOAM t -5/8" 195' EXISTING 1 ADC DD1900 EXISTING PROJECT 224 2 3 TX%RXO - - - - -3RD PORT _ LTE- - -- -_- - -_ - 4 0 _ - - -- - --- - - - - -- -- - - - - - - - - ---- 224'_ 2_4 TX RX1 - - 4TH PORT LTE - - - _ _ _ 1 RRU ERICSSON RRUS813 HYBRID( JUMPER BOX RRU PROPOSE -�- - - - - - -- - - - - -- -- - -- ---- - - - -- - --- - - - -- - - - -- - - - - - - -- - -- - - - - - -- - - -- - - - - - - - - - - - -- - - - - - - - - - - - -- - 20151226127 224'_ 2.5 - - - _ _ _5TH PORT -- -SPARE - - - - - - - - - - - _ - - - - - - - - - --- - 000 - - - -- - - -- - - - - -- -- - - -- - - - - -- - -- - -- - - - - - -- 224' Z6 - - - 6TH PORT SPARE --- - - - --- - - -- - - -- - - - - --- --- - - - - - -- - -- - - - - --- - LOC CODE # 140224 224'- 3.1_ TX/RXO _t _ _ CSS _ _ X7CQAP-86=865_VR4 _ PCS _ 96' ' _ 71 ' _ r _ _ 0'_ PROPOSED - - - - - - - - _ MIN C 224' 3.2 RXi - - 2ND PORT too, _ 75 _ - _ too, 1 RRU ERICSSON RRUSt2-82 (ifs JUIPER DIST. BOX TO RRU PROPOSE - - - - - - - RXI -- - - - -- - - - - ---- -- - - - -- - - "Z^ 224 3.3 - - - _ 3RD PORT _ SPARE - = - -=too, too, OWN too, 0000 - -- - -- - -=- - - - - - _ - - -- - _- - - -- _ -- - -_- - -= - - - = - - - - - -- - -- - -- - - - - - MYSTIC LAKE SECTOR 224'- 3_4 - - ----- -- -4TH PORT -- -SPARE - - - - - too, - - - - -- - --- - -- - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - E 224 3.5 Tx%Rxo - - 5TH PORT PCs - _- - _- -_ - r - - o - too, --- - -_- OPTIMIZATION -- - - *5 -X - - - - - , - - - -H PORT - - - _ - - - - 1 A2 ERICSSON A2 MODULE PCS AZ MODULE FOR 4-WAY Rx PROPOSE 224' 3.6 TX/RX1 - - 6TH PORT PCS - - - - too, -- - - - - - -- - - 224 461 TX/RXO _t CSS X7CQAP-86_865_VR4 _ AWS _ 96' _ 75' _ 71 ' _ 2' _ 00 PROPOSE (1 ) ROSENBERGER HJ-7120-015 - - - - - - - -- - - - -- - -- 1 RRU ERICSSON RRUS12-B4 EXISTING 224 4.2 TX/RXi - - 2ND PORT AWS - - - - - - HYBRID JUMPER DIST. 80X TO RRU - - - - - -- - - - - - - - - - - -- - - - - - --- - - - - - -- - - - - - --- - -- - -- - -- - - -- - - - -- - - - - - - -- - - - - - - - - ---- - -- - - - 224' 4.3 RX2 - - _ _ -3RD PORT - - _ LTE_ _ -- _ __ _ -_ - 4 _ _ 0' _ _-_ - - - --- --- - -- - - - - - - -- - -- - - -- - --- - -- - 5580 CEDARWOOD ST. - - - - - - -- -- -- -- - - - - 1 A2 ERICSSON A2 MODULE 700 A2 MODULE FOR 4--WAY Rx PROPOSED 224'- 4-4 - RX3- -- --_- -- - - -4TH PORT - - - LTE- -__ - _o, --- -- - --- - - - - - --- - - - - -- - - ----- - - - - - -- - PRIOR LAKE , MN 55372 - -- - - - - -- - - - -- - -- - - -- - - - - -- 224'_ 4.5 RX2 _ _ - 5TH PORT _ _ _ AWS _ -_ _ -_ _ -__ _2 _ _ 0 - --- -- - - -- - -- - - --- 224 0 - RX3 - - 61N PORT AWS - - - - 1 A2 ERICSSON A2 MODULE AWS A2 MODULE FOR 4-wAY Rx PROPOSE _ SHEET CONTENTS : 224' S TX/RX1 1 ANTEL LPD-7905/8 COMA 94.5" 75 71 0' 0' EXISTING 1 DIPLEX CSS DBC-750 Gootot00000t�DIPLIXED W/ 1900 EXISTING - - - COAX, ANTENNA, & TTA KEY ADDITIONAL EXISTING: 48 JUMPERtoo ANDREW LDF4-50A FOAM 1 2" 10' TOTAL 6 TTAs TOTAL (1 ) RACK MOUNTED DISTRIBUTION BOX RxxDC-2260-RM-48 (IN SHELTER) ( 1 ) DISTRIBUTION BOX RxxDC-3315-PF-48 (AT "X" SECTOR) 6RRU HYBRID CABLE ('Y & 'Z' SECTORS) COAX KEY TTA KEY FROM RACK MOUNTED DISTRIBUTION BOX TO DIST. BOX AT ' X" SECTOR ROSENBERGER 6RRU HYBRID CABLE HL-9612- 190 30' EQUIPMENT SHELTER Z i ADDITIONAL PROPOSE: 60' VAULT + U.G. PVC SCALE: NONE SCALE : NONE (2) COMMSCOPE DISTRIBUTION BOX MODEL #RxXDC-3315-PF-48 (Y do 'Z' SECTORS) 85' VERTICAL RUN IN TOWER (2) COMMSCOPE RACK MOUNTED DISTRIBUTION BOX MODEL jRXXDC-2260-RM-48 (INSIDE SHELTER) 60' HORIZONTAL RUN TO DIST, BOX DRAWN BY: KNW (2) ROSENBERGER 6RRU TRUNK CABLE MODEL# HL9612-250 ('Y & 'Z' SECTORS) 10' EXTRA DATE: 06-30-15 (36) AISG 2.0 RET CONTROL CABLES 245' TOTAL CHECKED BY: TJR REV, A 09-22-15 ANTENNA KEY REV, B 10-02A5 REV, C 3 5-15 SCALE: NONE REV, D 11 -102-15 A® 5 ONE-LINE DIAGRAM TYPICAL 'X' SECTOR ONE-LINE DIAGRAM TYPICAL 'Y & 'Z' SECTORS PCS ANTENNA PCS ANTENNA O :' :O 'r AWS/LTE ANTENNA PCS/LTE ANTENNA AWS/LTE ANTENNA PCS/LTE ANTENNA LICENSED ONE ARCHITECT NO `ON :, 12427 MEMO see No 1 /2" JUMPER 1 /2" JUMPER (MAX. LENGTH OF 75') PROPOSED RRUSBI3 WITH (MAX. LENGTH OF 151) PROPOSED RRUSBI3 WITH EXISTING ERICSSON RRUS 12 A2 MODULE EXISTING ERICSSON RRUS 12 A2 MODULE //00#6�/ "" WITH PROPOSED A2 WITH PROPOSED A2 MODULE MODULE EXISTING HYBRID JUMPER PROPOSED RRUS12 WITH EXISTING HYBRID JUMPER PROPOSED RRUS12 WITH RRU TO 6 OVP AZ MODULE RRU TO 6 OVP A2 MODULE I hereby certify that this plan, specification, or report was prepared 440* (MAX. LENGTH OF 301) (MAX. LENGTH OF 30') y me or under my direct supervision and that I am a duty Licensed PROPOSED HYBRID JUMPER PROPOSED HYBRID JUMPER Architect under the laws of the RRU TO 6 OVP RRU TO 6 OVP State of Minnesota. EXISTING DISTRIBUTION BOX (MAX. LENGTH OF 30') PROPOSED DISTRIBUTION BOX (MAX. LENGTH OF 301) Print Name: ROBERT J. DAVIS W/ 6 OVPs (ON TOWER) W/ 6 OVPs (ON TOWER) QQQQQ Signature NOTE: EXISTING 6 RRU TRUNK CABLE OVERALL LENGTH OF POWER CABLES NOT PROPOSED 6 RRU TRUNK CABLE TO EXCEED 367' FROM POWER SUPPLY Date: 11-12-15 TO REMOTE RADIO UNIT HOIST GRIPS FOR 2-4 (2 RRU) HYBRID CABLE: ROSENBERGER CX066-LUHGRSP HOIST GRIPS FOR 6- 12 (6 RRU) HYBRID CABLE: ROSENBERGER CX071 -HG3929 EXISTING RACK MOUNTED DISTRIBUTION BOX PROPOSED RACK MOUNTED DISTRIBUTION BOX DESIGN W/ 6 OVPs (INSIDE EXISTING SHELTER) CABLE HANGER: 1 -5/8" UNIVERSAL SNAP-IN: ROSENBERGER TH415-U158 W/ 6 OVPS (INSIDE EXISTING SHELTER) CABLE HANGER: 1 -5/8" STACKABLE SNAP-IN: ROSENBERGER TH428-S158 9973 VALLEY VIEW RD, GROMMET FOR 2-4 (2 RRU) CABLE IN 1 -5 8" SNAP-IN: ROSENBERGER CX648-2526 r t r t EDEN PRAIRIE, MN 55344 / (952) 903-9299 rXr SECTOR ONE- LINE DIAGRAM GROMMET FOR 6-12 (6 RRU) CABLE IN 1 -5/8" SNAP-IN: ROSENBERGER CX681 -3878 - 144 pWS 2 Y & Z SECTOR ONE - LINE DIAGRAM WWW.DESIGNIEP.COM 3 GROMMET FOR HYBRID JUMPER IN 1 -5/8" SNAP-IN: ROSENBERGER CX651 -2829 (MAIN CABLE/SINGLE HOLE) 41170 P'16 SCALE: NONE SCALE: NONE CX652-1714 (BROKEN OUT/TWO HOLE) PCs p43 #g 00 (6) EXISTING CDMA PANEL 24 pGS� 3,3 Splg� 45LP #5 CDMP (6) EXISTING CDMA PANEL PWS ANTENNAS TO REMAIN pcsl A Spo WS 34 Lam #Z pCS (TYP. 2 PER SECTOR) 12•123 #35 p 4.6 F (IYP. 2 PER SECTOR) � ERI O A / ` 4 A SP�E �3'6 p {/ L. / N (9) EXISTING PANEL Jim pWSg5 SP�E (6) EXISTING TTA'S WIRELESS ANTENNAS TO BE REMOVED 2•Z (6) EXISTING TTA'S TO REMAIN (9) PROPOSED PANEL ANTENNAS �g (TYP. 3 PER SECTOR) (TYR 2 PER SECTOR) (TYP. 3 PER SECTOR) (TYP. 2 PER SECTOR) 108018USH LAKE ROAD 4 GDMT` �YMBZN (6) EXISTING DIPLEXERS TO REMAIN #4 CDNp �YMUrN (6) EXISTING DIPLEXERS BLOO(612) 720-6377INGTON, MN 55438 X SENOR g44 (TYR 2 PER SECTOR) X SEOjOR 344 (IYP. 2 PER SECTOR) TiA DIP TTA DIP PROJECT �P psT, o (t ) EXISTING DISTRIBUTION BOX o �Q pST ooa ( 1 ) EXISTING DISTRIBUTION BOX 20151226127 O�Q BOX TO REMAIN (TYP. 'X' SECTOR) (1 ) PROPOSED RRUSBI3/A2 MODULE J Ore BOX (TYP• 'X' SECTOR) LOG, CODE # 140224 & (1 ) PROPOSED RRUS12/A2 MODULE �� J EXISTING MP. PER SECTOR) �� EXISTING o MIN C CLIMBING LADDER �—v v a, CLIMBING LADDER EXISTING a EXISTING EXISTING x4 ,; a MYSTIC LAKE EXISTING N ' " " OPTIMIZATION STIFFENER CATWALK ' j "1 STIFFENER CATWALK �; N + a*4 h ro TO DRYWELL TO DRYWELL (3) EXISTING RRUS12 WITH Z) O (3) EXISTING RRUS12 (3) PROPOSED A2 MODULES N —�— (3) PROPOSED MOUNTING 5580 CEDARWOOD ST. A TO REMAIN o (TYP. 1 PER SECTOR) �+ w PIPES (TYP. 'Y' & 'Z' SECTOR) (TYP. 1 PER SECTOR) s o a a Q a (SEE STRUCTURAL) PRIOR LAKE , MN 55372 S., °O 9 0 �� ` " M ,; ,�0 SHEET CONTENTS : S �O U � m � ANTENNA MOUNTING DETAIL SFc d� Fp 3 Fc�O f 2 3 � ONE-LINE DIAGRAM f gj 0, 2 <r Ole �q ��. J tv ,� QRic !giNO. y7ys o ��, oip �A •A ��' �°�. oia RRl/ era EXISTING MOUNTING PIPES TO BE REMOVED & REPLACED c� r��?A 0�, (TYP. 'Y & 'Z' SECTOR) �`� �R Sq Q+ DRAWN BY: KNW (SEE STRUCTURAL) �l�TF (2) EXISTING SECTOR BOXES TO PROPOSED REIN JUMPERS ,rt� � (2) PROPOSED DISTRIBUTION BOXES F BE REMOVED (iYP. 1 EACH AT Y & 'Z' TO BE TAPED WHITE ,�� 5 g gPFF +`?,? o (TYP. 1 EACH AT Y" & 'Z' SECTORS) DATE: 06-30-15 SECTORS) (TYP. PER SECTOR) c s ? 4 �5'j CHECKED BY: TJR J' # •� 1T/(�t� REV. A 09-22-15 Noeq cs ?S ��C t2`f7 �7�°y� NOTE: REARRANGE PROPOSED/EXISTING REV, B 10-02-15 �s ��° ?sfp�gp`� COAX / JUMPERS BEHIND LADDER REV, C 11 -05-15 NORTH SO THEY DO NOT INTERFERE WITH NORTH REV, D 11-12-15 LADDER / RUNG EXISTING MOUNTING DETAIL GRAPHIC SCALE A le`I PROPOSED MOUNTING DETAIL GRAPHIC SCALE SCALE : 3/16" = 1 '-D" o z'-e s -a I SCALE 3/16" = 1 0" 0 z'-s• 5'-4 A• 6 _ _ 1 __ _ A Am A A A Ail 044re - - _ - ♦ w -; LICENSE- 1 _M ILI I A, _ r I ALLALL ALL F -so- _ .s IA l AAL- • • - AAA AAA AANLA A AA AA s- - Y _ NN • - • - 3 _ • • - • • . • • . - • • . . • . • s -..- ree eI rSpvAI -' _ ?-.;>. °-•.- sue -`-._. - -x.. mI AAA Imv Al AA AA A Arm LA Am i `" - AL 0$AAAA m AAAm AI,L�L)AA m�LA IL,,AAmAA I-qmIFA m%A--mA AA�7A IL A,mA/i,A A��%Ii IA LLAAI ' s - -' _ {w_ - AI AA m Iv 77 AAA AA AL A FgI ,► _ - a . - g i ye - , t� n ma> -,_ s r _ r y Y v _ s a - . • 1 ,. - _ €$ . • - �- _ _r �. Y 8 A6I,5VC DLI3MT3CMIE1,7T OAT .SIO • . . . _ a . . O _ • • . ! :_ - y - 1 — . .=ice - sjti eY pp - : 1 • • • • • r ti ' " . - s _ I . yg E £ ., - - _ - - � .. t � � - # r _ r � r ,• a ' " e `, =fix IT ! . 1 t A . __ . _ , '� ss?''"� .� �..��_ . . s _ max -^ "`• ""-_ - , "X' SECTOR 344' AZIMUTH 4285 Lexington Avawe N. st Paul, Minnesota 55126 Phone: 851 .415.3800 Fax: 651.4152001 St P.id-ttviwtic- 0mtt- 0a]oitstu - F V-3nsF X SECTOR 0 N 03 N (0) web: x nW.anetg mm 344' AZIMUTH EXISTING U) EXISTING WATER t WATER TOWER -�—� -_ TOWER I hereby certify that this plan specification, or report was prepared by me or under my direct supervision and that I EXISTING f—\ EXISTING am a duly Licensed Professional f rkd WATER TOWER r� = WATER TOWER Engineer under the laws STIFFENER r.:,` � �"� / qpu � '�` \ `\ STIFFENER of the State of Minnesota. —'� RING (TYP,)) �t=s;,1 A \ l RING (TYP.) Typed or ISAAC ODLAND 1Lx1 2 EXISTING 1 % COAX AND ` � 1^° Printed Name: ( ) � �� Q EXISTING COAX/PROPOSED `\� � A( 1 ) EXISTING HYBRID CABLE J HYBRID CABLE VERTICAL ROUTE \ � S1gna1ue: ,,44 (20 TO REMAIN AND (2) EXISTING �P \ 47585 5 / �� U1 (SEE B/S-2) 1 /g COAX TO BE REMOVED �� //� ;p �� ROUTED ALONG EXISTING ua. Na : COAX BRACKETS AND 11 - 12- 15 STIFFENER RING \ j \l L Date: ,l (TO SECTOR X) /� EXISTING VERTICAL COAX ROUTE EXIST. RRU WITH PROP. A2 (SEE DETAIL A/S-2) / i/ BACKPACK AND EXIST, MAIN DIST. OFXEX S�NG STIFUNTED FN THE ENER RING)OUTSIDE \� / !; EXIST. RRU AND t ilJ EXIST. MAIN DIST. ri ` / �' rl BOX TO REMAIN Gj' �t � Jj� S 2 (MOUNTED ON THE I, ROBERT J DAVIS, AIA OUTSIDE OF t1 � I �f/ 't( ARCHITECT EXISTING STIFFENER \ 9973 VALLEY VIEW RD. RING) (2) EXISTING 1 COAX �� `. �� EDEN PRAIRIE, MN 55344 I ( 1 ) PROP. HYBRID CABLE FROM / CABLE TO REMAIN AND (2) /�_ GROUND EQUIPMENT TO MAIN tt (ssz) 903-9299 EXISTING 1 %" COAX AND ( 1 ) I�� ( 1 ) PROP. HYBRID CABLE FROM DIST, BOX IN SECTOR Y !' EXISTING HYBRID CABLE TO / GROUND EQUIPMENT TO MAIN (FOLLOW EXISTING COAX ROUTE tj J �It BE REMOVED ROUTED ALONG {� DIST. BOX IN SECTOR Z ALONG STIFFENER RING) 1 ` r (FOLLOW EXISTING COAX ROUTE EXISTING COAX BRACKETS ` U AND STIFFENER RING ��I ALONG STIFFENER RING) (2) EXISTING 1 % COAX TO a � (TO SECTOR Y) 1 ` t REMAIN ROUTED ALONG ti,t 11 ` U� 1E i ( EXISTING COAX BRACKETS I 1' (2) EXISTING 1 %" COAX TO AND STIFFENER RING 1 EXIST. CATWALK TO ' REMAIN ROUTED ALONG (TO SECTOR Y) 1 i DRYWELL AND 1 1 t; EXISTING COAX BRACKETS ,t' CLIMBING LADDER �` /� `I AND STIFFENER RING �) WIRELESS 1 �t CA EXISTING REM%AIN COAX )� �/ T } � `�' (TO SECTOR Z) BACKPACK KUANDH PROP, A2 PROP, MAN ) 10801 BUSH LAKE ROAD 1 {{ CABLE TO REMAIN AND (2) I 1 �i�; BLOOMINGTON, MN 55436 I11 EXISTING 1 ' COAX AND ( 1 ) �, \ /I ' t' DIST. BOX (MOUNTED ON THE ii EXISTING HYBRID CABLE TO EXIST. RRU TO ))) OUTSIDE OF EXISTING STIFFENER (612) 720 - 0030 / III BE REMOVED ROUTED ALONG REMAIN AND EXIST. '�' RING) t EXISTING COAX BRACKETS SECTOR BOX TO BE � • O �� / N7 N% . AND STIFFENER RING REMOVED TYP, a a EXIST. RRU WITH PROP. A2 \\ (TO SECTOR Z) SECTOR Y AND Z. \ \ BACKPACK AND PROP. MAIN am'i (MOUNTED ON THE a DIST. BOX (MOUNTED ON THE r ` PROJECT OUTSIDE OF C/J� �� OUTSIDE OF EXISTING STIFFENER EXISTING STIFFENER 20151226127 EXISTING ANTENNAS TO REMAIN /I 2 O RING) Yp S`�S � x (TYP. SECTOR X. Y & Z) RING) j EXIST, TTA'S AND \\\ DIPLEXERS TO MINC a REMAIN AT EACH \ ( \ SECTOR. TYP. EXIST. TTA'S AND "Y" SECTOR ® \ o �� "Y" SECTOR ® MYSTIC LAKE \ n DIPLEXERS TO 104' AZIMUTH �L PROPOSED RRU'S TYP. 104' AZIMUTH REMAIN AT EACH EACH SECTOR. (MOUNTED OPTIMIZATION SECTOR, TYP, ON THE OUTSIDE OF ;tq yF EXISTING STIFFENER RING) % 5580 CEDARWOOD ST PRIOR LAKE , MN 55372 "Z" SECTOR ® \ — �— F224!*SAZIMUTH ECTOR 0 224' AZIMUTH Qtot SHEET CONTENTS : EXIST. & PROP. PLAN VIEWS �L � 0 ti PROP. ANTENNAS AND �4Y MOUNTING PIPES EXISTING ANTENNAS AND (TYP. SECTOR Y & Z) MOUNTING PIPES TO BE REMOVED AND REPLACED (TYP. SECTOR Y & Z) DRAWN BY: GJP DATE: 11 -12-15 CHECKED BY: IJO REV. D NOTE: NOTE: EXISTING OTHER EXISTING OTHER CARRIER ANTENNAS CARRIER ANTENNAS NOT SHOWN FOR NOT SHOWN FOR CLARITY. CLARITY, UEI PROJ. # 15.00052 EXISTING ANTENNA/COAX LAYOUT 1 /B" = 1 '-D" B EXISTING/ PROPOSED ANTENNA & COAX LAYOUT 1 /B" = 1 '-�" A ® 1 NOTES : NOTES : MIN. 1 /2110 G BOLTED A36J—BOLT BOLTED CONTRACTOR TO DRILL AND 1 . CONTRACTOR TO FIELD VERIFY EXISTING 1 , CONTRACTOR TO FIELD VERIFY EXISTING FOR EACH HYBRID INSTALL 3 CARRIAGE HEAD COAX MOUNTING BRACKET HARDWARE AND COAX MOUNTING BRACKET HARDWARE AND FOR BOLTS AS REQUIRED TO CONNECTION TO ENSURE ALL CONNECTIONS AND CONNECTION TO ENSURE ALL CONNECTIONS AND CABLE AND COAX NOT CREATE A TRIPPING HARDWARE ARE IN GOOD CONDITION AND TO HARDWARE ARE IN GOOD CONDITION AND TO WASHER REQUIRED (OVERSIZED HAZARD ON EXIST. REPAIR OR REPLACE AS NEEDED. EXISTING WATER REPAIR OR REPLACE AS NEEDED. EXISTING WATER WASH FOR ALL J— BOLTS) STIFFENER RING, z. TANK FLUTE (TYP.) TANK FLUTE (TYP.) 41. Pool, N41 ton Avows N. FIELD VERIFY QTY. Ph0m; 651 .415.3W0 Fax: 651.415M01 ` ) \^ -�\ ` SL Paul, Minnesota 5512s OUTSIDE \' \ `�•.� st b.-Bbrn - - oma �- Fw -s F EXISTING WATER OUTSIDE TOWER STIFFENER RING I hereby certify that this plan specification, or report was prepared by me or under my CONTRACTOR TO INSTALL EXISTING EXISTING direct supervision and that I a / VALMONT SP1587 BRACKET STIFFENER y Licensed Professional STIFFENER TO PROPERLY SECURE � RING RING Engineer under the laws PROP. HYBRID CABLE AND of the State of Minnesota. PROP, HYBRID CABLE Typed or HOIST GRIP (CONTRACTOR Printed Name: ISAAC ODLAND TO FIELD VERIFY LOCATION 4 AS CLOSE TO VERTICAL COAX/HYBRID CABLE n -__ - st9nemro: ROUTE) f� Us. No.; 47985 }q }� 7� . -t. ��_• � T� L- EXISTING COAX E r• : Date: 17 - 12- 15 s � y SUPPORT BRACKET /` EXISTING COAX SUPPORT BRACKET NOTE: NOTE: / �� / 1 . CONTRACTOR TO APPLY SILICONE 1 . CONTRACTOR TO INSTALL HOIST CA EXIST. AND (2) PROPOSED HYBRID HA EXISTING HYBRID CABLE WITH SNAP—IN GRIPS TO SECURE HYBRID CABLE CAULK PRIOR TO TIGHTENING NUTS CABLES WITH SNAP— IN HANGERS AND HANGER AND GROMMET ATTACHED TO AND PROP. COAX ON J — BOLTS. (TYP. ) GROMMETS ATTACHED TO EXISTING SUPPORT EXISTING SUPPORT BRACKET• DESIGN BRACKET INSIDE (6) EXISTING 1 %" 0 COAX CABLE (6) EXISTING 1%" 0 COAX CABLE AND STACKABLE SNAP—IN HANGER INSIDE AND STACKABLE SNAP—IN HANGER ROBERTJ DAVIS, AIA TO REMAIN (TYP.) (FIELD VERIFY TO REMAIN AND (6) EXISTING 1 %" 0 ARCHITECT LOCATION) COAX CABLE AND STACKABLE 9973 VALLEY VIEW RD, SNAP— IN HANGER TO BE REMOVED EDEN PRAIRIE, MN 55344 (TYP.) (FIELD VERIFY LOCATION) (952) 903-9299 PROPOSED COAX HYBRID CABLE AT EXIST . WATER C EXISTING COAX/ EXIST . / PROPOSED HYBRID EXISTING COAX/ EXISTING HYBRID CABLE ROUTE TOWER STIFFENER RING HOIST GRIP INSTALL NO SCALE No SCALE B ( ) NO SCALE CABLE ROUTE DETAIL (VERTICAL) DETAIL (VERTICAL) A NOTES : NOTES : PROP . HYBRID CABLE AND COAX SUPPORT 1 , CONTRACTOR TO FIELD VERIFY EXISTING 1 . CONTRACTOR TO FIELD VERIFY EXISTING AND ROUTING NOTES : COAX MOUNTING BRACKET HARDWARE AND COAX MOUNTING BRACKET HARDWARE AND CONNECTION TO ENSURE ALL CONNECTIONS AND CONNECTION TO ENSURE ALL CONNECTIONS AND VERIZ IV 1 . CONTRACTOR SHALL SWEEP/ROUTE PROPOSED HYBRID CABLE AS HARDWARE ARE IN GOOD CONDITION AND TO HARDWARE ARE IN GOOD CONDITION AND TO NEEDED TO NOT INTERFERE WITH PROPOSED ANTENNA MOUNTING FRAMES REPAIR OR REPLACE AS NEEDED. REPAIR OR REPLACE AS NEEDED. Boost 0% AND BRACES, EXISTING WATER EXISTING WATER TOWER STIFFENER RING EXISTING COAX UNISRUT BRACKET TOWER STIFFENER RING 10801 BUSH LAKE ROAD 2. CONTRACTOR SHALL ROUTE AND INSTALL THE PROPOSED HYBRID CABLE L EXISTING COAX UNISRUT BRACKET BOLTED TO EXIST. STIFFENER RING I I BOLTED TO EXIST. STIFFENER RING BLOOMINGTON, MN 55438 TO THE EXIST./PROP, COAX BRACKETS WITH SNAP— IN HANGERS AND OR (612) 720 - 0030 GROMMETS. 3, ALL EXPOSED HYBRID CABLES AND JUMPERS SHALL BE PROVIDED WITH (2) EXISTING 1 0 COAX TO (2) EXISTING 1 It 0 COAX TO MANUFACTURED WHITE JACKETING OR TAPED WHITE. REMAIN (FIELD VERIFY LOCATION) I G REMAIN AND (2) EXISTING 1 0_ i .. { (TYP.) I I VERIFY COAX OLOCATION) OVED(TYP,�FIELD I PROJECT (1 ) PROPOSED HYBRID CABLE I ( 1 ) EXISTING HYBRID CABLE WITH NOTES : NOTE : ( METAL TO METAL WITH SNAP—IN HANGER AND SNAP—IN HANGER AND GROMMET TO I 20151226127 1 . CONTRACTOR TO REPAIR AND PAINT TO MATCH GROMMET ' EXISTING WATER TOWER AS REQUIRED AFTER ATTACHMENTS) I BE REMOVED PLACEMENT MINC PROPOSED ANTENNA MOUNTING . C MYSTIC LAKE HARDWARE, 1 IN GENERAL WHERE ANGLE CONTRACTOR TO REFER TO SEH ADAPTERS, CLAMPS OR ANY OTHER II '` COATING SPECIFICATIONS. AREAS OF WHICH THERE IS METAL 2, CONTRACTOR CAP BOTH ENDS THE TO METAL CONTACT, CONTRACTOR OPTIMIZATION ANTENNA MOUNTING PIPES WITH WELDED END SHALL PROVIDE A NEOPRENE AND CAPS PRIOR TO INSTALLATION, TAPE COLORED CLOSELY TO MATCH 3. ALL CABLES AND LINES SHOULD BE ROUTED THE TOWER COLOR BETWEEN THE EXISTING COAX/ EXIST . /PROP . HYBRID CABLE EXISTING COAX/ EXISTING HYBRID CABLE ROUTE DETAIL BEHIND THE STIFFENER RING AND BE BUNDLED PART AND THE BASE MATERIAL TO NO SCALE E NO SCALE OR SUPPORTED TO CREATE A "NEAT OR CLEAN " PREVENT EXCESS DAMAGE RI THE ROUTE DETAIL HORIZONTAL TO SECTOR Y HORIZONTAL TO SECTOR Y D INSTALLATION APPEARANCE, COATING AND PROVIDE A MOISTURE 5580 CEDARWOOD ST 4, ALL ABANDONED ANTENNAS, COAXIAL CABLE AND DETACHABLE EQUIPMENT THAT IS NO LONGER BARRIER IN THE EVENT OF COATING NOTES : NOTES : PRIOR LAKE , MN 55372 IF ANGLE ADAPTERS ARE USED ARE TO BE REMOVED DURING FINAL DAMAGE,USED PROVIDE THE NEOPRENE 1 . CONTRACTOR TO FIELD 1 . CONTRACTOR TO FIELD VERIFY EXISTING SHEET CONTENTS : VERIFY EXISTING MIGRATION . BARRIER AND A METAL SHIM, COAX MOUNTING BRACKET HARDWARE AND COAX MOUNTING BRACKET HARDWARE AND CONNECTION TO ENSURE ALL CONNECTIONS AND CONNECTION TO ENSURE ALL CONNECTIONS AND HARDWARE ARE IN GOOD CONDITION AND TO HARDWARE ARE IN GOOD CONDITION AND TO SECTIONS AND DETAILS REPAIR OR REPLACE AS NEEDED, EXISTING WATER REPAIR OR REPLACE AS NEEDED, EXISTING WATER PAINTING / GALVANIZING NOTES : NOTES : jj TOWER STIFFENER RING TOWER STIFFENER RING 1 , PROPOSED ANTENNAS INSTALLED ON THE ( 1 ) PROPOSED HYBRID CABLE — EXTERIOR OF THE WATER TOWER SHALL BE SHOP 1 , CONTRACTOR SHALL UTILIZE WITH SNAP—IN HANGER AND l � F ( 1 ) EXISTING HYBRID CABLE WITH PAINTED TO MATCH THE EXISTING WATER TOWER, NEOPRENE PADS AT ALL POINTS OF GROMMET E (VERIFY COLOR). CONTACT WITH PAINTED SURFACES, SNAP—IN HANGER AND GROMMET TO ; 2. PROPOSED MOUNTING PIPES SHALL BE BE REMOVED �F ! GALVANIZED. ALL MOUNTING HARDWARE IS TO BE 2, ALL THE INTERIOR ASSEMBLY, I fi (2) EXISTING 1 0 COAX TO GALVANIZED AND OR PROVIDED IN A ATTACHMENT HARDWARE AND C FIELD VERIFY LOCATION �• (2) EXISTING 1 0 COAX TO { DRAWN BY: GJP REMAIN NON—CORRODING MATERIAL, PROPOSED NEW MOUNTING PIPES (TYPO) ( ) REMAIN AND (2) EXISTING 1 % 0 � � DATE: 11 -12-15 3 . CONTRACTOR TO TOUCH UP EXISTING ANTENNA WILL BE GALVANIZED AND OR COAX TO BE REMOVED (FIELD FRAMES, DEPENDING UPON THEIR CONDITION PROVIDED IN ANON—CORRODING VERIFY LOCATION TYP.) CHECKED BY: IJO ) ( REV. D (DAMAGED/FAILED) THE CITY MAY REQUEST MATERIAL, I� I REPLACEMENT. i 4. CONTRACTOR TO TOUCH UP EXISTING ANTENNA 3, ALL EXPOSED JUMPERS, COAX, OTHER II PIPE MASTS, DEPENDING UPON THEIR CONDITION CABLES AND HYBRID CABLES SHALL EXISTING COAX UNISRUT BRACKET ! i BE PROVIDED WITH MANUFACTURED EXISTING COAX UNISRUT BRACKET DAMAGED FAILED THE CITY MAY REQUEST BOLTED TO EXIST. STIFFENER RING(DAMAGED/FAILED) / ) WHITE JACKETING OR TAPED WHITE BOLTED TO EXIST. STIFFENER RING REPLACEMENT. I , LET PROJ. # 15.00052 NOTES No SCALE H EXISTING COAX/ EXIST . / PROP . HYBRID CABLE EXISTING COAX/ EXISTING HYBRID CABLE ROUTE DETAIL ROUTE DETAIL HORIZONTAL TO SECTOR Z NO SCALE G NO SCALE F ( HORIZONTAL) ( ) ( HORIZONTAL) (TO SECTOR Z ) ERICSSON RRUS - 12 W/ SOLAR SHIELD COMSCOPE RxxDC - 3315 — PF - 48 AND RRUS A2 RX MODULE - q DIMENSIONS, WxOxH: 470x275x518mm (18.50"x10.8"x20.39") DIMENSIONS, WxDxH: 400x26lx564mm ( 15,73"x10.25"x22,98") �+= WEIGHT, WITHOUT BRACKETS: 80 Ibs WEIGHT, WITH BRACKETS: 27 Ibs E `. 4zes iaotne:an Avenue N. } ^` St PaUl, Minnas 3 in v Phone: Fi51 .415.3800 Pax: iSi .415.2001 IN j '. SLPod - 6vna k ac+rrer- WScYtzt¢s- FaW - EkaaF T3 Web: ww .URafa.com 1 xy I I j �j — , _ I hereby certify that this pion-- - S specification, or report was _ ii�} PROP. PIPE MOUNT, prepared by me or under my s f? OtC` d�� l�� ¢ _ _ USING SUPPLIED direct supervision and that I IN f � l � &1 � i !� _ = _ EQUIPMENT HARDWARE, am a duly Licensed Professional �� _ �`!.. .� r'-, _� z', BRACKET TO Engineer under the laws I!' � - - : - f��-h r of the State of Minnesota. a @ _ ANTENNA PIPE �5l Typed or "= - _ s _ Printed Name: ry SAAC IN 4 Signature.Ali I rrx oez #q ` � 6 r a Na 47985 I s .. I I u �1 y 11 - 12- 15 _ D Date: - + v - - - �. RO E IPMENT A l � P P. QU N ¢ MOUNTING BRACKET opilau .t L I I HD E�t,+iT�rslr;�erlr�. � 1T I Can be htakdan [aft all ct- dgrdsldes� wIL IN DjESICIN Wiz. ' , htJnr3PFraruxir Ot F i ROBERT J DAVIS, AIA ARCHITECT 9973 VALLEY VIEW RD. i EDEN PRAIRIE, MN 55344 > (952) 903-9299 RRUS - 12 W/ SOLAR SHIELD No SCALE (, MAIN DISTRIBUTION BOX (TOP ) No SCALE g PROPOSED MAIN DISTRIBUTION NO SCALE AND RRUS A2 RX MODULE BOX MOUNTING HARDWARE VERIZON W 10801 BUSH LAKE ROAD ERICSSON RRUS - 12 W/ SOLAR SHIELD BLOOMINGTON, MN 55438 AND RRUS A2 RX MODULE ERICSSON RRUS — B13 W/ SOLAR SHIELD (612) 720 - 0030 DIMENSIONS, WxDxH: 47Ox275x518mm (18.5o"x10,8"x20,39") AND RRUS A2 RX MODULE DIMENSIONS, WxDxH: 432x183x501mm ( 17x7.2"x19.7' ) WEIGHT, WITHOUT BRACKETS: 80 Ibs WEIGHT, WITHOUT BRACKETS: 80 Ibs PROJECT 20151226127 IN IN -- IN a_ IN - MINC - - _ - - M fto z7lge - = i e �� . � �� MYSTIC LAKE RRUS INI2 Ir � ' OPTIMIZATION Ile �$ 4 @lWM l ¢ IN 6U j PROP. PIPE MOUNT. 16 USING SUPPLIED � � � p - i PRIOR LAKE, M5580 OOD ST 372 EQUIPMENT HARDWARE, - - r — MOUNT BRACKET TOe - - wjPN NN, PROPOSED ANTENNA PIPEd IN NI 4 LIN IN INN Ta = SHEET CONTENTS : IIIe - SECTIONS AND DETAILS I . IN 1a - I` 1 iIN I - , �r O - - I _ �i IN PROP. A2 F BACKPACK — _ 1 #i DRAWN BY: GJP EXIST. GALV. t DATE: 11-12-15 si ) ANTENNA PIPE !i _ " = � CHECKED BY: IJO jTj. . INN - b I e - - 4 REV. D LEI PROJ. # 15.00052 EXISTING RRUS - 12 W/ SOLAR SHIELD RRUS W/ SOLAR SHIELD RRUS — B13 W/ SOLAR SHIELD AND PROP . RRUS A2 RX MODULE NO SCALE F AND RRUS A2 RX MODULE MOUNTING NO SCALE E AND RRUS A2 RX MODULE NO SCALE p i i NOTES : NOTES : NOTES : 1 . CONTRACTOR TO FIELD VERIFY EXISTING 1 , CONTRACTOR TO FIELD VERIFY EXISTING 1 . CONTRACTOR TO FIELD VERIFY EXISTING EQUIPMENT MOUNTING BRACKET HARDWARE AND ANTENNA MOUNTING BRACKET HARDWARE AND ANTENNA MOUNTING BRACKET HARDWARE AND CONNECTION TO ENSURE ALL CONNECTIONS AND CONNECTION TO ENSURE ALL CONNECTIONS AND CONNECTION TO ENSURE ALL CONNECTIONS AND HARDWARE ARE IN GOOD CONDITION AND TO HARDWARE ARE IN GOOD CONDITION AND TO HARDWARE ARE IN GOOD CONDITION AND TO — REPAIR OR REPLACE AS NEEDED, REPAIR OR REPLACE AS NEEDED, REPAIR OR REPLACE AS NEEDED. 4285 t.eIdrgton Avenue N. St. Peui, M4»es"Y4 55129 Prone: 651.415.38o0 Fes: 651 .4152001 .! \Y 54PM-e 'Trunk- Den oever- 1Wkes - Fmpc-sbusi j it PAINTING NOTES : PAINTING NOTES : `" " "nea.Wm i 1 . PROPOSED ANTENNAS AND MOUNTING PIPES ! I 3 „ ( 1 . PROPOSED ANTENNAS INSTALLED ON THE EXTERIOR INSTALLED ON THE EXTERIOR OF THE WATER TOWER EXIST. 2/8 O. D. OF THE WATER TOWER SHALL BE SHOP PAINTED TO i } ?I SHALL BE SHOP PAINTED TO MATCH THE EXISTING I hereby certify that this plan EXIST. MAIN _ = x 5' -0" PIPE MATCH THE EXISTING WATER TOWER (VERIFY COLOR) . WATER TOWER (VERIFY COLOR), specification, or report was DISTRIBUTION if FIELD VERIFY) It prepared by me or under my BOX if I i direct supervision and that I if am a g Licensed Professional (4) EXISTING 5/8 Engineer weer under the laws Disks A307 l� (' CARRIAGE BOLTS i of the State of Minnesota. d or WITH NEOPRENE I Printed Nome: ISAAC ODLAND A \\ r PAD AND NYLON I rC L :fro Ca \ � WASHERS (TYP. ) II Signature: l (3) EXIST. % 0 if i, 47985 GALV, U — BOLTS, Lie. No.: ' EXISTINGit Dote, STIFFENER 11 - 12- 15 1 �} RING #5 ( 1 ) EXISTING 1 " HOLE WITH CATERPILLAR EXIST, RRUS- 12. I — 7X- 4780 RUBBER SEE DETAIL F I ` II GROMMET. (FIELD VERIFY 1t SHEET S-3 FOR 1 �� LOCATION) f MORE INFO AND I EXISTING I' i E ' EXISTING ANGLEDESIGN MOUNTING I ! ANTENNA MOUNT AND i ANTENNA I 1 ! I MOUNT AND ii U— BOLTS (TYP. 4 PROP. A2 LOCATIONS BACKPACK. SEE ( EXISTING jI I (TYPO 4) '; ) ARCHITECTAvIs, qiq DETAIL F SHEET L6°x6exEY1e jx 0 - 6" ti I _ = 9973 VALLEY VIEW RD. S-3 FOR MORE It I i i �I EDEN PRAIRIE, MN 55344 4 INFO AND I = " (952) 903-9299 MOUNTING " EXISTING _ (' WATER if TOWER I = z FLUTES a ' i j; ILL I it it I ; (2) EXISTING 1 " CORE DRILL HOLE E p � PROPOSED/ EXISTING EQUIPMENT DETAIL @ (REPLACE CATERPILLAR 7X- 4780 j ! _ PROPOSED P - VI � Y NO SCALE G' RUBBER GROMMET AFTER JUMPER _ - PROPOSED WIRELESS C STIFFENER RING SECTOR X ONLY INSTALLED, CAULK LIBERALLY W/ I ANTENNA ;I ANTENNA WIR L S SILICON DURING INSTALL, I AND MOUNTING ii AND MOUNTING I HARDWARE 10601 BUSH LAKE ROAD ELD VERIFY EXISTING 4" O.D. ;1 HARDWARE NOTES : I LOICATION AS PENETRATION (FIELD VERIFY) ( BLoo(6 2) 7220 - 0030NGTON, MN 5436 I i FIELD VERIFY 1 , CONTRACTOR TO FIELD VERIFY EXISTING I ( REPLACE BOOT TO LOCATION AS [ REQUIRED TO NOT EQUIPMENT MOUNTING BRACKET HARDWARE AND I REQUIRED TO NOT 1 INTERFERE WITH ACCOMMODATE JUMPER) CONNECTION TO ENSURE ALL CONNECTIONS AND I EXIST. W6x15'S I! INTERFERE WITH 1 1 HARDWARE ARE IN GOOD CONDITION AND TO I I EXIST. W6x15 'S REPAIR OR REPLACE AS NEEDED. PROJECT r = 20151226127 PROP, MAIN DIST. I j CONTRACTOR TO DRILL 1 " — BOX (SEE B/S-3 EXIST, 2%" O.D. HOLES (SPACED 6" O.C. 1 i MINC x 5' -0" PIPE I ! VERTICALLY AND 6" ' FOR MORE INFO.) y Iif FIELD VERIFY) HORIZONTALLY) AS } �I I REQUIRED FOR JUMPER it MYSTIC LAKE a CABLES TO EXIT FROM I 5 �l (4) EXISTING 5/8" it i THE INTERIOR OF THE I DIA, A307 WATER TOWER TO THE PROPOSED 2" SCH,IF OPTIMIZATION CARRIAGE BOLTS EXTERIOR OF THE WATER I = it _ 40 x 8' - 6" PIPE ( 1 ) PROP. % 0 WITH NEOPRENE TOWER. (SEE DETAIL B I ; I, _ MOUNTING PIPE GALV, U—BOLTS, OI PAD AND NYLON I I SHEET S-5) I ! EXISTING 2%" O.D. - TYP. TORQUE PER I I ! _ 5580 CEDARWOOD SIT(TYP.) I ; ( x 8' -6" PIPE MANUFACTURER ( PROP. (3) 1 " PENETRATION I MOUNTING PIPE PRIOR LAKE , MN 55372 RECOMMENDATIONS I f HOLES PER JUMPER WITH I 1 CATERPILLAR 7X-4780if (SECOTR Z ONLY) EXISTING I J STIFFENER RUBBER GROMMET, CAULK WO EXIST. GALV. l I LIBERALLY W/ SILICONE SHEET CONTENTS : RING #5 r U—BOLTS, — up I( ( 1 ) EXISTING 1 " HOLE DURING INSTALL FOR A I EXISTING : SECTIONS AND DETAILS ! WITH CATERPILLAR WATERTIGHT SEAL, AFTER I WATER I ! DRILLING HOLES WILL NEED TOWER EXIST. RRUS- 12. 7X- 4780 RUBBER �I SEE DETAIL F F \ I ( TO BE DEBURRED AND I FLUTES EXISTING WATER \� GROMMET. FIELD VERIFY If TOWER FLUTES SHEET S-3 FOR I ! LOCATION) SPRAYED WITH COLD t GALVANIZED if MORE INFO AND �\ f I (FIELD VERIFY LOCATION) 1 MOUNTING ( II ;� IA PROP. A2 EXISTING BACKPACK. SEE DETAIL F SHEET L6 x6 xs/is x 01 -6 it L DRAWN BY: GJP S-3 FOR MORE i DATE: 11-12-15 L INFO AND j CHECKED BY: IJO MOUNTING I EXISTING REV. D I WATER F TOWER FLUTES Fr L UEI PROJ. # 15.00052 i PROPOSED/ EXISTING EQUIPMENT DETAIL @ q, NO SCALE p PROPOSED ANTENNA ( SECTOR X ONLY) NO SCALE B PROPOSED ANTENNA ( SECTORS Y & Z ) No SCALE A STIFFENER RING SECTORS Y & Z Its DESIGN LOADS STRUCTURAL STEEL PER AWWA) A. DESIGN CODE: A. WIND LOAD ( 1 . ' SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 1 , WIND SPEED: 90 MPH STRUCTURAL STEEL FOR BUILDINGS" (AISC) , LATEST EDITION , 2. GUST EFFECT FACTOR = 1 .0 2, STEEL CONSTRUCTION MANUAL (AISC), LATEST EDITION, 3, FORCE COEFFICIENT = 1 .0 CODES B. MATERIALS: 1 . WIDE FLANGE SHAPES - ASTM A992 F = 50 KSI A. INTERNATIONAL BUILDING CODE - 2006 ( Y ) B. STATE OF MINNESOTA BUILDING CODE - 2007 2 , HOLLOW STRUCTURAL SECTIONS (HSS) - ASTM A500, GR . 8 (Fy=46 4M5 Anton Avenue N. C. ASCE 7 — 2005 KSI) sc Pa" Mhanemra 551z5 D. AWWA D100-05 1 , PIPE STEEL — ASTM A53, GRADE B (Fy = 35 KSI) srre_ s eoo Fax_ 5vzs - F - Omer- OP3a: lards - Ferye tsl= f 4. WELDING ELECTRODES — ASTM A233 E70 SERIES. welr wow.unamg.core 5. CONNECTION BOLTS — ASTM A325 MISCELLANEOUS 6. MISCELLLANEOUS STEEL — ASTM A36 A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS C. INSTALLATION NOTES AND DIMENSIONS PRIOR TO THE START OF ANY WORK, THE 1 , SHOP AND FIELD WELDING IS TO BE PER AWS D1 . 1 , LATEST EDITION. I hereby certify that this plan CONTRACTOR IS TO REPORT TO THE STRUCTURAL ENGINEER ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS ONLY, specification, or report was OF RECORD ANY AND ALL CONFLICTS IN THE CONSTRUCTION 2. THE STEEL SUPPLIER IS RESPONSIBLE FOR THE DESIGN OF ALL CAP prepared by me or under my DOCUMENTS AND/OR THE ACTUAL CONSTRUCTED CONDITIONS PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES, AND direct supervision and that I IMMEDIATELY, CONNECTIONS UNLESS DETAILED ON THE DRAWINGS, THE STEEL am a duly Licensed Professional 8, UNLESS SPECIFICALLY NOTED, NO PROVISIONS HAVE BEEN SUPPLIER IS TO INCLUDE ALL BOLTS AND HOLES FOR REQUIRED Engineer under the laws MADE IN THE STRUCTURAL DOCUMENTS FOR FUTURE "OSHA" CONNECTIONS, of the State of Minnesota. EXPANSION OR ADDITION. THE STRUCTURAL MEMBERS HAVE D. STRUCTURAL STEEL TESTING— THE OWNER, AT HIS OWN Typed or BEEN DESIGNED FOR THEIR FINAL IN PLACE LOADS ONLY EXPENSE, SHALL Printed Norse: ISAAC ODLAND (SEE "DESIGN LOADS"), EMPLOY THE SERVICES OF AN INDEPENDENT TESTING C. THE CONTRACTOR IS RESPONSIBLE FOR BRACING ALL AGENCY TO TEST THE signature: STRUCTURAL ELEMENTS, WITHOUT OVERSTRESSING, AS FOLLOWING: 47985 REQUIRED UNTIL THE ENTIRE PROJECT IS COMPLETE, Uo. No.: STOCKPILING OF ANY MATERIALS ON THE STRUCTURAL 1 . SHOP FABRICATED WORK: PERFORM TESTS NOTED ABOVE, EXCEPT 11 - 12- 15 ELEMENTS IS AT THE CONTRACTOR'S OWN RISK. BOLT TESTING MAY BE REDUCED OR DELETED IF THE FABRICATION Dote: SHOP SATISFIES THE QUALITY CERTIFICATION PROGRAM OF AISC FOR DISPOSAL OF DEBRIS A CATEGORY 1 FABRICATOR OR A MORE STRINGENT CRITERIA, A. ALL MATERIAL TO BE REMOVED SHALL BECOME THE TESTING MAY ALSO BE WAIVED IF THE FABRICATOR IS APPROVED BY PROPERTY OF THE CONTRACTOR, MATERIALS SHALL BE BOTH THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER OF DISPOSED OF OFF SITE AT A LOCATION SECURED AND RECORD, ARRANGED FOR BY THE CONTRACTOR, BURNING OR BURIAL OF DEBRIS ON SITE SHALL NOT BE ALLOWED, THE 2. WELDING, AS FOLLOWS: DESIG CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCEPTANCE OF THE MATERIAL AND FOR ANY DAMAGES FILLET WELDS: VISUALLY INSPECT 100% OF ALL FILLET WELDS FOR RESULTING FROM ITS OPERATIONS, ALL COSTS ASSOCIATED SIZE, LENGTH, AND QUALITY PER AWS D1 . 1 , ROBERT J DAVIS, AIA WITH DISPOSAL OF DEMOLITION MATERIAL OR DEBRIS SHALL ARCHITECT BE THE RESPONSIBILITY OF THE CONTRACTOR , PARTIAL PENETRATION WELDS: TEST 100% OF ALL PARTIAL 9973 VALLEY VIEW RD. SITE MAINTENANCE AND FINISHING OPERATIONS PENETRATION WELDS EXCEEDING 5/ 16 INCH USING A MAGNETIC EDEN PRAIRIE, MN 55344 A. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PARTICLE TESTER PER ASTM E109. PERFORM TESTING ON BOTH THE (952) 903-9299 MINIMIZE DUST AND NOISE DURING THEIR OPERATIONS, ROOT PASS AND THE FINISHED WELD, THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE CITY TO MINIMIZE THE DUST TRACKING OF MUD AND FULL PENETRATION WELDS: TEST 100% OF ALL FULL PENETRATION DEBRIS OFF—SITE DURING AND AFTER DEMOLITION, WATER WELDS EXCEEDING 5/16 INCH USING AN ULTRASONIC TESTER PER OF OTHER METHODS OF DUST CONTROL SHALL BE USED IF AWS D. 1 . 1 SECTION 6. TEST 25% OF ALL FULL PENETRATION WELDS NECESSARY, LESS THAN 5/16 INCH USING A MAGNETIC PARTICLE TESTER PER B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ASTM E109 , PERFORM TESTING ON BOTH THE ROOT PASS AND THE SECURITY OF THE SITE AND PROTECTION FROM THE SAFETY FINISHED WELD. HAZARDS DURING THEIR OPERATIONS. / I /� f PROCEDURES AND PREPARATION: VERIFY THE FOLLOWING: �/ , tl 1. QUALIFICATIONS OF ALL WELDERS AS AWS CERTIFIED WIRELESS II. PROPOSED WELDING PROCEDURES AND MATERIALS III, ADEQUATE PREPARATION OF FAYING SURFACES 10801 BUSH LAKE ROAD IV, PREHEAT AND INTERPASS TEMPERATURES OF STEEL BLOOMINGTON, MN 55438 V. PROPER TECHNIQUE AND SEQUENCE OF WELDING, CLEANING, AND (612) 720 - 0030 NUMBER OF PASSES VI, BACKER BARS ARE REMOVED AND EXPOSED SURFACE FILED CLEAN 3, ALL TESTING REPORTS SHALL BE SUBMITTED TO THE OWNER, PROJECT E. STRUCTURAL STEEL GALVANIZING: 20151226127 1 . ALL STRUCTURAL STEEL SHALL BE HOT DIPPED MINC GALVANIZED IN ACCORDANCE WITH ASTM A123, 2, ALL SURFACES TO BE WELDED SHALL BE STRIPPED OF ALL PAINT AND HOT DIPPED GALVANIZING PROTECTIVE MYSTIC LAKE COATING PRIOR TO WELDING TO ENSURE A QUALITY STRUCTURAL WELD, 3, ALL WELDED SURFACES SHALL BE PAINTED WITH MINIMUM OPTIMIZATION TWO COATS OF COLD GALVANIZING PAINT, 4, ALL FIELD CUT SURFACES AND FIELD DRILLED HOLES SHALL BE PAINTED WITH MINIMUM TWO COATS OF COLD GALVANIZING PAINT, 5580 CEDARWOOD ST GENERAL NOTES PRIOR LAKE , MN 55372 A. WITHIN THESE PLANS AND SPECIFICATIONS, "OWNER" IMPLIES VERIZON WIRELESS, SHEET CONTENTS : DETAILS & NOTES DRAWN BY: GJP DATE: 11 -12-15 CHECKED BY: IJO REV. D UEI PROJ. # 15.00052 = 6