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HomeMy WebLinkAboutBuilding Permit 12.536 ' J Z — I-- E l Ili E Q ZV VW Z 1,z. M g 55 : ; aa a� p W O g12 �N ■ Z 0 V U. li (9 a' i -... ( Z I 000000 > e) V O W = LL N O J 1 O » � � m cL c 0 w 1 a oou. - 0 0 0 0 4 0 W ? a ' LL ' 0 H C a „ Z Z O. N 0 a D x w x op- a J W< J W \ W W Z ? C C ag 3 v� a 'le W W Wa' W �' 00000 0 w \, o o re W a a u. _ O --1 F- W 4 OO Z 0 � 0 0Z 0 Z W r. D < S ^ w c re 0 o O N N f- 1- 124 dP. H z Z z w W W J w U. } O W W W w ~ g� N Z W O ce 0 p 2i V U F N 0 0 8 u 0 3 o o v? < 0 x 0 ❑❑❑t0 0 4( ❑ ❑ o j�* CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd F-,/ . . \ ,7 TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT 4rj NE5 ° � N 1. White File PERMIT NO. t 2 Pink C k City ^1 3. Yellow Applicant L lJ (Please type or print and sign at bottom) ADDRESS — — ZONING (office use) 4741 TOWER ST. SE LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION SEE ATTACHED i PID OWNER [CITY OF PRIOR LAKE, TENANT - AT &T MOBILI (Name) I (Phone) 131 4-503-4444 (Address) 15 PARK PLACE, SWANSEA, IL 62226 BUILDER — ----- - - - - .. -- -- - - - - - -- (Company Name) OVERLAND CONTRACTING (Phone) 1 651- 233 -6984 (Contact Name) _TARA BLACKWELL (Phone) jSAME I (Address) 1 r 7760 FRANCE DR., STE 920, BLOOMINGTON, MN 55435 l TYPE OF WORK ❑ New Construction ❑Deck ❑Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace ❑Addition ❑Alteration SlUtility Connection F- j3ft CODE: ❑I.R.C. K,I.B.C. ❑ Misc: Type of Construction: I II III IV V A B r-- Occupancy Group: A B E F HI R S® PROJECT COST /VALUE $ 12,500.00 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished info .• . i. o this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above - mentioned property and that all - mss• ctio wi o • . , in to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official cial can revoke this permit for j - erm/ 1 - by agree that the city official or a designee may enter upon the property to perform nee ed inspections. x r 20/ Sig ature Contractor's License No. Date Permit Valuation 6 ✓ Park Support Fee # $ a Permit Fee $ A Q rz 5 SAC # $ Plan Check Fee $ 5 , 3w Water Meter Size 5/8"; 1 "; $ State Surcharge $ I Sn Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ ilderlaDepasit 1. �$ `�o9, --- Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ 6414/ This App • . tion B m . Your Building Permit ` , en pproved Paid ` ,I( 411---7,i( Receipt Np `Z i AIL Date 6, 1 f fz- B y A A. . ► -. 2 /Z- Bui . , s i D to 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 when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning ! - . ,r Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 BADGER STATE INSPECTION. LLC Water Tower Specialist / Antenna, Evaluations, Inspection P.O. Box 157 Osseo, WI 54758 715 -533 -8686 June 5, 2012 By E -Mail only Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 RE: Initial Review of the Proposed Antenna Installation on the Tower Street Water Tower in the City of Prior Lake, Minnesota AT &T Site: MLPSMN3434 BSI Project WI 1010 Dear Mr. Hutchins: BSI has completed an initial review of the drawings for the above referenced antenna installation on the Tower Street water tower. It appears the project consists of installing underground conduits by open trenching, fiber optic lines, and equipment cabinets for connections with AT &T equipment within the AT &T equipment shelter. It does not appear that the installation will affect the actual water tower in any manner. As such, the only comments that BSI has are: 1. The City of Prior Lake should verify the proposed locations of lease area(s) and easements are accurate per both verbal instructions and the signed lease agreement(s). 2. Drawing T -1 under Site Information, please add the following under site contact Bob Hutchins 4646 Dakota Street Prior Lake, MN 55372 (952) 447 -9851 3. Drawing C -1 Site Plan: This drawing indicates there will be approximately 275 LF of 4" Schedule 40 PVC conduit required for fiber optic cable. AT &T will need to provide a trench detail for the underground utilities. Please provide all existing AT &T utility locations. The City would prefer that this installation be completed by directional boring with a minimal amount of trenching. Please clarify what portions of the installation will be hand dug and what areas are directional bored. 4. Drawing C -1 Site plan: The drawings do not show existing trees and shrubs that exist on the site and in particular near where the work will take place. Please revise the drawings to show the existing vegetation around the site. 5. Drawing GN- 1(General Notes) Items 24 through 28, incorporate site restoration but are lacking detail. Please add the following additional site restoration requirements Landscaping and Site Restoration: • Furnish, install and maintain as shown or required within the construction drawings and specifications. Protection: • Protect seeded areas from erosion by spreading straw to a uniform loose depth of '/2 inch. Stake and tie down as required. Use of erosion control, mesh or mulch will be an acceptable alternative. • All trees placed in conjunction with a landscape plan will be wrapped, tied down with hose protected wire, and secured to 2 inch by 2 inch by 4 foot steel angle extending two feet into the ground on four sides of the tree. • All exposed areas shall be protected against washouts and soil erosion. Installation: • Prior to seed application, remove all rocks and debris. Seed and fertilizer shall be applied to surface conditions which will encourage rooting. Rake areas to be seeded to even the surface and loosen the soil. • Sow seed in two directions in twice the quantity recommended by the seed producer. • It is the contractor's responsibility to ensure growth of seeded and landscaped areas by watering up to the point of release of the contract. Continue to rework bare areas until complete coverage is obtained. 6. Please provide a set of AS built drawings to the owner at the completion of the project. These recommendations should be incorporated into the construction drawings and an updated copy provided for our review, in addition to the one provided to the City of Prior Lake. Following final review and approval, a preconstruction conference with AT &T, their contractor and subcontractor(s), the City of Prior Lake, and BSI should be scheduled to discuss the construction. It should be relayed to the contractor that BSI will be performing limited site inspections on behalf of the owner and it is the job of the general contractor to schedule these inspections. These will be discussed at the preconstruction meeting. If you have any questions, feel free to contact me at 715 -533 -8686. Sincerely, /1. C, Kelly C. Mulhern Owner Badger State Inspection, LLC. 715 -533 -8686 CC: BSI Office File c:\kcm\BSI\2012Antenna \WI 1010 Prior Lake, MN Tower Street AT &T ETTCS Upgrade\Review Number 1 \.doc . z O I PRIG, U ill White - Building rNNESO Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST , NAME OF APPLICANT c--- '�1 4 A :.- e.... 7 °41"t":=* PA/C,- APPLICATION RECEIVED / ` 1' 7 7 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4' 1` 41 "°� 7- - ° - , Accepted J( Accepted With Cor tiprt§ _ . ¢_ Denied Reviewed By: Date: /o? 1 : * L - - - , Comments: ,, "if" a escrow >^e Q uire- . 7�o4,- resic,r �. leh see,r, "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a pertnit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdictibh. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 4 4 0 4 PRI0 ti U r White - Building �P Canary - Engineering NNESO Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT (C V 7T1w APPLICATION RECEIVED ! / The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4741 %ae- Si. S, Accepted ✓ Accepted With Corrections Denied Reviewed By: Date f Z Comments:f -J PING 5r L ' c7T0 ' file-6-r(A) 6, i l fi E 5 Ems! /4-f '7S 1- 4+7 ..Y.807.? Try ..S1 (+4 v�f /5 4' roz terA-Vve. / (A-Jr- Al 444 44 tr4 64. Le.).$24i. loin( Vi -- UTT c. ( 1 ( L ©c -n p Gv j C,r 1✓4)A "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." O1 PRIOR U Memo Date: Tuesday, February 26, 2013 To: Janet Ringberg From: Lynda Allen Subject: Building Permit #12-0536 4741 Tower Street S.E. The memo authorizes the return of the $500.00 landscape escrow fee for the antenna installation on Tower Street. The work has been completed and the file is closed. Return to: Overland Contracting Attn: Tara Blackwell 7760 France Drive, Suite 920 Bloomington, Minnesota 55435 Thank you. Lyn. • S. len Bpi I g'Services Assistant Phone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com BADGER STATE INSPECTION. LLC Water Tower Specialist / Antenna, Evaluations, Inspection P.O. Box 157 Osseo, WI 54758 715 -533 -8686 December 12, 2012 By E -Mail only Jake Theisen Street and Maintenance Foreman 17073 Adelmann Street SE Prior Lake, MN 55372 RE: Project Acceptance for the ETTCS Antenna Installation on the Tower Street Water Tower in the City of Prior Lake, Minnesota AT &T Site: MLPSMN3434 BSI Project WI 1010 Dear Mr. Theisen: BSI has performed the inspection of the buried underground fiber cable around the Tower street water tower for the AT &T - ETTCS upgrade. We found the installation to be satisfactorily installed. Therefore BSI is recommending the City of Prior Lake accept this project as complete. Please let me know if you have any questions or comments regarding this project. I can be reached at 715 -533 -8686. Sincerely, Kelly C. Mulhern Owner Badger State Inspection, LLC. 715 -533 -8686 CC: BSI Office File o \kcm\BSI\2012Antenna \WI 1010 Prior Lake, MN Tower Street AT &T ETTCS Upgrade\Project Acceptance \.doc BADGER STATE INSPECTION L L C Water Tower Specialist 1 Antenna, Evaluations, Inspection P.O. Box 157 Osseo, WI 54758 (715) -533 -8686 June 5, 2012 Mr. Robert Hutchins By e-mail only 4646 Dakota Street SE Prior Lake, MN 55372 RE: Proposal for the AT &T ETTCS Upgrade on the Tower Street Water Tower Located in Prior Lake, Minnesota. BSI Project: MN1010 AT &T Site: MLPSMN3434 Dear Mr. Hutchins; This letters to confirm the above referenced project estimated costs as follows: Antenna Review (1 and 2 Fixed Fee $500.00 Any additional reviews will be charged at $300.00 per review. Inspection Services Fixed Fee $1800.00 (Includes a total of 3 site visits. These include a preconstruction meeting, 1 field inspection and 1 final inspection and punch list.) If additional inspections are required or BSI is called for a site visit and the contractor is not ready, this site visit will be charged on a time and material basis. Please sign, date, and fax this letter back to Badger State Inspection LLC. BSI cannot proceed with work on this project until we receive a signed contract. If you have any questions please call me at 715 - 533 - 8686. Please e-mail the signed proposals to badgerstateinspection @gmail.com 04 0/a City of Prior Lake, MN Date Sincerely, Badger State Inspection LLC Kelly C. Mulhern C: \kcm \Proposals 2012\ MN 1010 Prior Lake, MN AT &T Tower Street ETTCS 6-5-2012 BADGER STATE INSPECTION, LLC Water Tower Specialist / Antenna, Evaluations, Inspection P.O. Box 157 Osseo, WI 54758 715- 533 -8686 June 20, 2012 By E -Mail only Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 RE: Final Review of the Proposed ETTCS Antenna Installation on the Tower Street Water Tower in the City of Prior Lake, Minnesota AT &T Site: MLPSMN3434 BSI Project WI 1010 Dear Mr. Hutchins: BSI has completed the final review of the drawings for the above referenced antenna installation on the Tower Street water tower. The recommendations of the June 5 review have been incorporated into the drawings. Therefore unless the City has any additional requirements BSI is recommending the City approve the drawings for construction. A preconstruction conference with AT &T, their contractor and subcontractor(s), the City of Prior Lake, and BSI can now be scheduled to discuss the construction. It should be relayed to the contractor that BSI will be performing inspections of the installation, and the contractor will need to contact BSI to schedule field inspections as determined in the preconstruction meeting. I will be in charge of BSI's scheduling for this project. If you have any questions, feel free to contact me at 715 -533 -8686. Sincerely, Kelly C. Mulhern Owner Badger State Inspection, LLC. 715 -533 -8686 CC: BSI Office File c:\kcm\BSI\2012Antenna \WI 1010 Prior Lake, MN Tower Street AT &T ETTCS Upgrade\fINAL Number 1 \.doc Bob Hutchins From: Bob Hutchins Sent: Tuesday, June 05, 2012 11:12 AM To: 'WDSLLC @aol.com' Cc: Jerilyn Erickson Subject: AT &T 4741Tower St. Site MPLSMN3434 Bldg Permit # 12 -0536 Mr. Ward, We have now received a quote from Badger State Inspection, LLC, the cities consulting engineers for review and inspection services for the AT &T fiber project located at 4741 Tower St SE. The following are the building permit fees and the review and inspection services. The permit fees are based on a $3000.00 valuation for the project. Permit Fee 88.25 Plan Check Fee 57.36 Mn State Surcharge Fee 1.50 Refundable Landscape Deposit 500.00 After the site disturbances have been restored by seeding, the deposit will be refunded. Badger Review & Inspection 2300.00 Total $2947.11 Badger State Inspection, LLC review and inspection services fee must be paid before their review starts. Their plan review comments must be addressed before the building permit is issued. The entire building permit fee and the Badger fee may be paid together or the building permit fee can wait until you are ready to pick up the building permit. Also before the project starts, we would like to have a preconstruction meeting with all contractors and subcontractors involved. Feel free to email or call with for clarification. Thank You :ma Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. 1 .Jb Hutchins From: Bob Hutchins Sent: Monday, June 18, 2012 4:47 PM To: 'WDSIIc @aol.com'; 'BlackwellT @BV.COM'; 'as3413 @att.com'; 'ChristoffersenBD @overlandcontracting.com' Cc: 'aw2946 @att.com'; Jake Theisen; Jerilyn Erickson; Jeff Matzke; Katy Gehler; Larry Poppler; kmulhern @badgerstateinspection.com Subject: RE: DT Prior Lake AT &T fiber work Bldg Permit #12 -536 Attachments: WI 1010 Prior Lake MN Tower Street ATT ETTCS Upgrede Initial Review (1).docx Steve, Attached is the plan review for the AT &T fiber work at the Tower St water tower. City comment: Overland Contracting is responsible for locating and repairing any damage caused by their work, any private utility that is located on the city property at this location. Please address all of Badger State Inspections and the city comment. After the comments have been submitted and reviewed by Badger and city staff, the building permit will be issued and a preconstruction meeting can be setup. Please phone or email Kelly Mulhern of Badger State Inspections directly if you have any questions regarding his review. Thank you tei y ✓ A V Robert D. Hutchins J J Building Official �V d ti 0111 City of Prior Lake n „, ,✓�' i ✓ W ' 4646 Dakota Street SE j 11 -0% ' Prior Lake, MN 55372 I 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. From: Bob Hutchins Sent: Wednesday, June 13, 2012 11:00 AM To: 'WDSIIc @aol.com'; BlackwellT @BV.COM; as3413 @att.com; ChristoffersenBD @overlandcontracting.com Cc: aw2946 @att.com Subject: RE: DT Prior Lake AT &T fiber work Steve, After receiving the check, I will have our consulting engineer Badger State Inspection LLC approval to start their review. After their review is completed and the plans approved, the building permit can then be issued. A preconstruction meeting with City Staff, Badger, contractor and subcontractors will be required before any work commences. Thank you ' Robert D. Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake, MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates. Sign up now. From: WDSIIc @aol.com [mailto:WDSIIc @aol.com] Sent: Tuesday, June 12, 2012 4:06 PM To: BlackwellT @BV.COM; as3413 @att.com; ChristoffersenBD @ overlandcontracting.com Cc: aw2946 @att.com; Bob Hutchins Subject: Re: DT Prior Lake AT &T fiber work 1 ,ave the check. I am overnighting to Prior Lake. Permit should be available for pickup after 2. I copy Bob Hutchins of the City so he knows you may be coming in tomorrow. Steve Ward Ward Development Services 618.222.2840 OFFICE • 314.503.4444 CELL • steve@ward- development.com 15 Park Place Centre • Swansea, IL 62226 • wdsllc @aol.com In a message dated 6/12/2012 3:54:33 P.M. Central Daylight Time, BlackwellT(a�BV.COM writes: Steve has the bp check hone out yet? See Adrian's note below. Sent from my Windows Phone From: SCHOTTROFF, ADRIAN K Sent: 6/12/2012 4:48 PM To: Blackwell, Tara; Christoffersen, Brian D Cc: WEIZENEGGER, ANN L Subject: DT Prior Lake Tara: If Steve Has the check in hand, can I carry it to the Prior Lake office - we need to get this site going asap. I will deliver the check to the City if you need. Brian, I know locates were called in a week or 2 ago. Can they be refreshed? Is the contractor ready to go in short notice? How quickly can we do the work there. I know the shelter work is essentially done there... All urgency to this site A Adrian Schottroff Sr. Real Estate and Construction Manager /MNP 952 656 9181 (0) 952 255 9532 (C) 2 PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS 414c � TYPE OF WORK 0,0 FA 4.. USE OF BUILDING 1(c— AIX— PERMIT NO. DATE ISSUED lv z ( ((z_ BUILDER ,&t1 6 M� PHONE # 057- NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE fr4 1 1 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED - 5r. (A )4 41 5 t-C - Ta \ - ) I FINAL 1 FOR ALL INSPECTIONS (952) 447 -9850 T ►444' (s D0)46 eO w /t,. AS-f' t ►.t vacc- . — / 3/ 3 MPLSMN3434 ully OF PR 0 LAKE Age& at& I DT PRIUK LAFKE ,�ag 4300 MARKET POINTE DR. INSPECTOR = - = =° - - - BLOOMINGTON, MN 55435 rp W0Nr NOTE [ at &t ®o � 1E BLACK & VEATCH M th PUNS :A �O LAND ARK, AN DRIVE �� AU �� ��• a �`'S_ � OVERLAND PARK, KANSAS 66210 Mp1mRmsuQNsm �J(\ (913) 458-2000 �\ ETTCS PROJECT NO: 122051 ENGINEERING DRAWN BY: AVS 2006 INTERNATIONAL BUILDING CODE 2008 NATIONAL ELECTRIC CODE CHECKED BY: DPL TIA/EIA-222-F OR LATEST EDITION I T E MOU'LIFICATION GENERAL NOTES LOCATION MAPS I THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, tos rPa I A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE a I It T I ' MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY _ takE _ 3' � SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO GaaYcod i I {u 0 SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH fl � ',- t �zi v? DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS P r s� PROPOSED. ^� �' a APPROVALS Lakefront Park � 1 " " I ' 1 - ( 2 06/18/12 LANDLORD COMMENTS _ � THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE 21 � , SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN, ALL DOCUMENTS 1 05/11/12 RflnSED CONDUrr ROUTING SITE INFORMATION � L4�e I �S w ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR Pot- t . ° - j I h '" A1� S MODIFICATIONS, o w/os/tz ISSUED FOR CONSTRUCTION UETPAur - �f ,CrDS58gdra t>` PROPERTY OWNER: CITY OF PRIOR LAKE I COt�rado St SE _ j t- I : cmd „at - N� REV DATE DESCRIPTION ADDRESS: x Lafi-E �' - - --� � I '� 1Ldnepark -1. .y AT&T RF: DATE: TOWER OWNER: CITY OF PRIOR LAKE (- imnher �s 3i C,'a51 Pari ] _ I . , . 4 Priar Lake SITE NAME: DT PRIOR LAKE - _ r SITE NUMBER: MPLSMN3434 i t --- _ EDTPRiOR MN3434 AT&T OPERATIONS: DATE: LAKEFA NUMBER: 1011975 �� TI4LLtCt,N _ _e .�USID NUMBER: 86888 \ / i I - g� 04722 AT&T SITE AQ: DATE:SITE CONTACT: T4250 4646 DAKOTA STREET I - , �� I. I Ft»? d„ke .lie sj I - _ OCI: DATE: PRIOR LAKE, MN 55372 rs _ I. (952) 447-0854" 98 ' �- — . 21 ' . SE -" -- - .__ . --- - PROPERTY OWNER 9 �1 SN ueerfieI . I - F ti -` -- - — - — — DATE: SITE ADDRESS: 4741 OWER STREET SOUTHEAST Park — t PRIOR LAKE, MN 55372 ' - _ The COUNTY, SCOTT _ � . A Alec c iI MUNICIPAL: DATE: LATITUDE (NAD 83): 44' 42' 16.999" N ,p�� Camplax n 1y{ �� CFoc Est. S� 5E- 44.70472200 MPLSMN3434 LONGITUDE (NAD 83): 93' 25' 29.999" W DT PRIOR LAKE b _ . �rs DRAWING INDEX -93.42500000 44.704722 � � � '� - � � - llT)tfi- c- ' � -93.4250 E _ . . Q OCCUPANCY GROUP: U 4 1E SHEET NO : SHEET TITLE IT IS A VIOLATION OF LAW FOR ANYC]r 4L CONSTRUCTION TYPE: V-8 a " ! ITo- i� UNLESS THEY EE ACTING UNDER HE DIIRREECTION iDTI T-1 TITLE SHEETOF POWER COMPANY: INTEGRA 1 To ALTER THIS DOCUMENT, — es (612) 919-5887 - - j ;, 181th-SI -E ' C-1 SITE PLAN C-2 ENLARGED SITE PLAN it TELEPHONE COMPANY: X 1 ,j Tee Pahl AtetcrlCComplex x ' B2nd cti E-- - — - E-1 SIAD INSTALLATION MPLSMN3434_ 86888 PP CONSTRUCTION MANAGER: BRIAN CHRISTOFFSSEN f � ! ( GN- 1 GENERAL NOTES DT PRIOR LAKE (651 ) 408-5746 N Ln ; GN-2 GENERAL NOTES 4741 TOWER STREET SOUTHEAST CHRISTOFFERSENBDOBV.COM • ` LlTB I I PRIOR LAKE, MN 55372 IF USING 11 " X17" PLOT, DRAWINGS DO NOT SCALE DRAWINGS ETTCS WILL BE HALF SCALE NO SCALE SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE & SHALLCONTACT INFORMATION DRIVING DIRECTIONS THE JOB SITE BEFOREPPROCEEDINGELY WITHOFY THE WORK THEEORNEER BE RESPONSIBLEIN WRITINGOFO SAME REPANCIES TITLE SHEET DIRECTIONS FROM 4300 MARKET POINTE DR: ENGINEER: BLACK & VEATCH CORPORATION HEAD NORTH ON MARKET POINTE DRIVE, TAKE THE FIRST RIGHT TO STAY ON MARKET POINTE DRIVE, GO .07 MI. TURN LEFT ONTO TO OBTAIN LOCATION of PARTICIPANTS UNDERGROUND FACILITIES PIP 7760 FRANCE AVE. S. SUITE 920 JOHNSON AVENUE S. GO 0.05 Mi . TURN RIGHT ONTO MINNESOTA DRIVE, GO 0.2 MI . TURN SLIGHT RIGHT ONTO FRANCE AVE S. GO BEFORE YOU DIG IN MINNESOTA, CALL GOPHER STATE ONE SHEET NUMBER BLOOMINGTON, MN 55435 0 ,2 Mi . MERGE INTO 1-494 W, GO 3.3 MI . MERGE ONTO US- 169 S VIA EXIT 10B, GO 4. 9 MI . TAKE THE CR- 101 RAMP TOWARD CONTACT: ROBLEYA. EVANS MN- 13, GO 0. 1 MI . KEEP LEFT TO TAKE THE MN- 13 RAMP, GO 0, 8 ML MERGE ONTO CR- 101 S, GO 1 . 3 Mi . TURN RIGHT ONTO TOLL FREE: 1 -800-252-1166OR PHONE: (651) 253-3260 MN- 13 S. GO 6 . 1 Mi . TURN LEFT ONTO DULUTH AVE SE, GO 0. 1 MI . TURN RIGHT ONTO PARK NCOLLET AVE SE, GO 0.09 MI . www.gopherstateonecall.org T= 1a EMAIL: EVANSRA®BV.COM TAKE THE FIRST LEFT ONTO TOWER ST SE/VILLAGE LAKE DR SE, GO 0.3 Mt . SITE WILL BE TO THE LEFT. MINNESOTA STATUTE REQUIRES MIN OF 2 WORIGNG DAYS NOTICE BEFORE YOU EXCAVATE LEGEND FENCE x x x LEASE AREA at�j M \W ICE BRIDGE OVERHEAD POWER — OHP OHPOHP— UNDERGROUND POWER — uGP ucp u6p— OVERHEAD UTILITIES — DHU— OHu OHu— 4300 MARKET POINTE DR, BLOOMINGTON, MN 55435 EXISTING UNDERGROUND TELCO — uu ucr ucF— TREES . UNDERGROUND UGP/UGT UGP/UGT POWER AND TELCO EXISTING UNDERGROUND LIQUID PROPANE uLP — uLP — uLp 15' -0" x30'-0" 09 AT&T LEASE AREA EXISTING 12'-0" x 24'-0" EXISTING AT&T ® LACK & VEATCH EQUIPMENT SHELTER UTILITY H-FRAME EXISTING JUNCTIO<N\ BOX NOTE 1 1 . EASEMENT AND LEASE AREA ARE NOT BASE ON A 10950 GRANDVIEW DRIVE EXISTING AT&T 11 '-5" x CURRENT SURVEY. THE INFORMATION SHOWN ON THESE OVERLAND PARK, KANSAS 66210 20'-0" EQUIPMENT SHELTER DRAWINGS WAS OBTAINED FROM A SITE MST AND/OR (913) 458-2000 PROVIDE AND INSTALL APPROXIMATELY ( I DRAWINGS PROVIDED BY THE OWNER. REFER TO GN-1 275 LF OF NEW 4 SCH 40 PVC EjEj NOTES 7 AND 38. CONDUIT WITH LONG SWEEPS FOR - FIBER FROM EXISTING HANDHOLE TO _ _ _ _ _ - - -- -- - --- -- -Tj 2. THE COMPLETE ROUTE OF THE FIBER CONDUIT SHALL BE PROJECT N0: 122 i it PROPOSED JUNCTION BOX T -' II II � DIRECTIONAL BORED 051 (DIRECTIONAL BORING REC UIRED) 1 it ii 3. CONTRACTOR SHALL PROVIDE AS—BUILT DRAWINGS TO THE DRAWN BY: AVS I I / l I \ _ — EXISTING AT&T OWNER AT COMPLETION OF THE PROJECT. EXISTING OTHER I Ij f \ UNDERGROUND POWER CHECKED BY: DPL UNDERGROUND TELCO /\ SERVICE j / j \\ SERVICE ,011111111111111 EXISTING AT&T I J I I J I I UNDERGROUND POWER / SERVICE EXISTING 12' WIDE ACCESS/UTILITY EASEMEM 1 I I J 1 \\ EXISTING I 1 \ PINE TREE (TYP) ® \ I \ \ I \ I \ I 2 06/1e/12 LANDLORD COMMENTS 1 05/11/12 REVISED CONOUIF ROUTING \ ` i 0 04/09/12 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION (XIS,NG BUILDING TYP\\ \ EXISTING � \ TRANSFORMER j EXISTING FIBER rHANDHOLE ii EXISTING POWER POLE 1 R IS A VIOLATION OF LAW FOR ANY PERSON, 71 UNLEOF SS THEY LICENSTII ARE PROFESSIDNALNG UNDER TMENGMEER, ON EXISTING R.O.W. � - TO ALTER THIS DOCUMENT. - _ _ _ _ _ MPLSMN3434_ 86888 PROVIDE AND INSTALL APPROXIMATELY 275 LF DT PRIOR LAKE OF NEW 4` SCH 40 PVC CONDUIT WITH LONG 4741 TOWER STREET SOUTHEAST SWEEPS FOR FIBER FROM EXISTING HANDHOLE TO PROPOSED JUNCTION BOX PRIOR LAKE, MN 55372 TOWER STREET (DIRECTIONAL BORING REQUIRED) ET•T•CS SOUTHEAST AGREED UPON MEET POINT IS SHEET TITLE EXISTING FIBER HAND HOLE SITE PLAN ( A N SHEET NUMBER SITE PLAN CA SCALE: 1/1G = 1 '-19' NOTE CONTRACTOR SHALL PROVIDE AND INSTALL 1 " SPLIT CORRUGATED INNER DUCT FOR FIBER CABLE FROM NEW SMART LB FITTING TO LEC EQUIPMENT, FROM LEC EQUIPMENT TO NEW SIAD AND FROM NEW SIAD TO EXISTING at&t UMTS CABINET FOR ETHERNET CABLE. 4300 MARKET POINTE DR. BLOOMINGTON, MN 55435 0 a EXISTING EXISTING JUNCTION BOX TELCO BOARD BLACK & VEATCH EXISTING EXISTING AC PANEL DC POWER PLANT 10950 GRANDVIEW DRIVE OVERLAND PARK, KANSAS 66210 EXISTING FIF RACK (913) 458-2000 PROJECT NO: 122051 DRAWN BY: AVS EXISTING EXISTING CHECKED BY: DPL GENERATOR BATTERY RECEPTACLE EXISTING MAIN HVAC DISCONNECT I 1 1 1 I I 1 1 I I j l EXISTING ACCESS DOOR j j PROPOSED NEW CABLE ROUTE 2 06/18/12 LANDLORD COMUFNFS i I OF APPROXIMATELY 30 LF OF I O6/11/12 REVISED CONDUIF ROUTING I I (2) NEW DC POWER FEEDS 0 04/09/12 ISSUED FOR CONSTRUCTION I FROM EXISTING POWER PLANT TO NEW PROPOSED SIAD REV DATE DESCRIPTION I I (INSTALLED BY CONTRACTOR) AlI tl I II iHVAC EXISTING EXISTING EXISTING OOOO UMTS GSM GSM I ' 0 000 PROPOSED CABLE ROUTE OF NEW O I I O ETHERNET TO UMTS CABINET FROM I I SIAD (INSTALLED BY OTHERS) ` 1- ( —L R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACRNG UNDER THE DIRECTION PROVIDE AND INSTALL PROPOSED FDP MOUNTED ON PROPOSED OF A LICENSED PROFESSIONAL ENGINEER, APPROXIMATELY 15 LF OF 1" 3/4 PLYWOOD BACKER BOARD TO ALTER THE DOCUMENT. FLEXIBLE LIQUID TIGHT CONDUIT FOR FIBER FROM SIAD TO FDP PROVIDE AND INSTALL APPROXIMATELY 10 LF OF 1" FLEXIBLE LIQUID TIGHT CONDUIT FROM EXISTING GPS MPLSMN3434_ 86888 PROPOSED NEW SMART LB SMART LB FITTING TO FDP FOR NEW FIBER ANTENNA DT PRIOR LAKE FITTING SEE DETAIL 1 /Et PROPOSED NEW FIBER ROUTE 4741 TOWER STREET SOUTHEAST PROPOSED CORE DRILL EEXISTING NTRY PORT ATPRIOR LAKE , MN 55372 PROPOSED NEW 12' x12"x6" GROUND LEVEL ETTCS POLYCARBONATE JUNCTION BOX (INSTALLED BY CONTRACTOR) EXISTING AT&T SHELTER SHEET TITLE SHELTER & EQUIPMENT LAYOUT SHELTER & EQUIPMENT LAYOUT N SCALE: 3/4 = 1 '—O' SHEET NUMBER C =2 CLEAR HEAT SHRINK LEC CONNECTOR LEGEND INSPECTION WINDOW IN CONDUCTOR INSULATION TO BUR UP NOTES DELIVERY SIAD DELIVERY BARREL, REQUIRED FOR AGAINST THE CONNECTOR BARREL BREAKER DUAL DC POWER ALL INTERIOR TWO-HOLE 1 . ON OUTDOOR EQUIPMENT APPLICATIONS NO BULKHEAD EXISTS, HOWEVER t ,� LEC SWITCH POWER GROUND CONNECTOR SWITCH NUMBER FEED OPTIONS CONNECTORS CLEAR HEAT SHRINK UGHTNING PROTECTION IS INCLUDED AND NEEDS TO BE INSTALLED. r+ CONNECTOR APPROPRIATE POLARITY (BLUE- �t& CIENA 5-AMP 2, INSTALL THE BREAKERS TO THE A AND B FEEDS IN THE POWER PLANT QWEST 3911 FUSE YES LC Sc 1 NO -481 -24, t24 EXTERNAL TOOTHED CONNECT (2) DC POWER CABLES FROM THE SIAD TO THE BREAKERS WITH , BLACK+) AND POWER UP TO VERIFY SIAD IS CENTURY LINK ETHER 1 -AMP YES LC LC 1 NO NO 3/8'0x1 1/2' OPERATIONAL (SWITCH BREAKERS OFF AFTER VERIFICATION), SECURE WIRE TO � . ACCESS FUSE THE FRAME AND TO THE TOP OF THE LADDER RACK, COIL THE EXCESS WIRE 10-AMP S/S NUT — — ON TOP OF THE LADDER RACK ABOVE THE POWER PLANT AND SECURE (MAKE CENTURY LINK RAD FUSE YES LC LC 1 YES +24/48 SURE THE CABLES WATERFALL OVER THE EDGE AND 2 LAYERS OF FISH PAPER S/S LOCK ARE USED WHERE THE DC CABLES MEET THE RACK AND AT ALL TIE POINTS) 4300 MARKET POINTE DR. CANOGA 5-AMP WASHER - - - - - -� - BLOOMINGTON, MN 55435 FRONTIER YES LC LC 1 NO +24/48 PERKINS FUSE S/S FLAT T rrrr r�T 3. PLACE YELLOW EEO THE FROM THE CIENA 3911 ON TOP OF THE LADDER / / / / / / / / / RACK AND ROUTE TO THE SIAD AT THE BACK OF THE FIF RACK. PLACE THE TTMI E-NID NO POWER YES LC LC 0 NO NO WASHER _/JJJ111 I FIBER IN THE INTERDUCT AND PLUG THE FIBER IN USING THE LC CONNECTOR REQUIRED - - - - - - - - - - TO PORT 8 OF THE SIAD. COIL THE EXCESS FIBER ONTO THE FIBER TRAY AND TINNED COPPER ------ SECURE WITH ADHESIVETRANSMIT PAD AND TIE WRAP. PLUG THE SC CONNECTOR INTO NO POWER GROUNDING BAR THE CIENA TO THE AND RECEIVE PORT. LNS ADC REQUIRED YES LC SC 0 NO NO CIENA 5-AMP % / / / /%% z LABEL 4, INSTALL THE BULKHEAD TO THE NODE B AND SECURE USING THE HARDWARE � INFRANCHISE 3911 FUSE YES LC SC 1 NO 48, -240 +24 J1111 PROVIDED. (IF TELLABS IS IN PLACE THEN LEAVE THE BULKHEAD AT THE WINDSTREAM E-NID F AMP YES LC LC 2 YES -48 S% FIAT -- NODE 8 AND IT WILL BE INSTALLED AT THE TIME OF THE TURN UP) WASHER FUSE 5. PLACE AND SECURE ETHERNET CABLE AD TOP OF THE LADDER RACK, COIL OVERTURE 15-AMP S/S BOLT (1 OF 2) DO NOT 'DO NOT DISCONNECT" THE EXCESS CABLE ON TOP OF THE LADDER RACK ABOVE THE NODE B AND BLACK & VEATCH ZAYO YES LC LC 2 YES -48 SECURE. (MAKE SURE THE CABLE WATERFALLS OVER THE EDGE OF THE UTS4000 FUSE 1/16 MINIMUM SPACING DLSCON OT BAR �NTER INTERCONNECTS GROUNDING LADDER RACK) PLUG THE CABLE INTO THE BULKHEAD (PORT 1) ON THE EQUALIZERS NODE 8 AND TO PORT 1 OF THE SIAD, 10950 GRANDVIEW DRIVE 6. PLUG WHITE CAT 5 CABLE TO THE BOTTOM OF THE BULKHEAD AND RUN TO OVERLAND PARK, KANSAS 66210 INTERIOR TWO THE BOTTOM OF THE CABINET (CABLE NEEDS TO BE TAGGED: DO NOT PLUG (913) 45B-2000 HOLE LUG DETAIL CABLE IN AT THE BOTTOM) NO SCALE 7. ON LNS SITES (NO CN-3911 ) FIBER TO BE PLACED AT PORT 1 & 2 OF FDP. 8. REPORT NON-CONFORMING (LEC) FIBER INSTALLATIONS TO SUPERVISOR. PROJECT NO: 122051 DRAWN BY: AVS CHECKED BY* DPL PROPOSED 1' SPLIT CORRUGATED INNER DUCT FOR FIBER TO SIAD PROPOSED T SCH 40 PVC CONDUIT FOR FIBER 2 06/18/12 LANDLORD COMMENTS P9IYE6A _ _ _ _ _ _ 1 OS/11/12 REVISED CONDUIT ROUTING CONNECT (BLACK) CAT-5 INSTALL 2 DC i'- - -- - - - GROUND SIAD TO FIF BUSSBAR JUMPER FROM BULKHEAD POWER RUNS FROM \ I I P�yJ,F,6� _ -__ _ USING #12 STRANDED AWG AND I PLATE TO PORT 1 SIAD 70 POWER I (' - -__ - - 1 I I STAINLESS STEEL HARDWARE rrm o 04/09/12 Issum FOR CONsiRuctroN SUPPLY I I i t I o �"""'-r-1 1 I I p S PROPOSED T �y ( p � ¢ SMART LB REV DATE DESCRIPTION BULKHEAD PLATE I 1 I a PROPOSED OR EXISTING NOTE i I TREATED o � JUNCTION BOX Ii I I " " " " " BACKER BOARD DOIF TELLABS IS IN PLACE LEAVE I I I I I <[ INSTALL BULKHEAD A NODE 8 IN ORDER 1 I I I I FUSE PANEL 3 TO BE PLACED 0 TIME OF I I I I PROPOSED PROPOSED T OR 4 TURN UP I i I I I CORE DRILL SCH 40 PVC CONDUIT I I I i I I 1 • I I I I I I I I I I i CONNECT (WHITE) CAT-5 INSTALL PROVIDED 11 GROUND FOP TO BUSSBAR USING #6 \ \\ JUMPER FROM NODE B BREAKERSttVVVISTRANDED CARD TO BULKHEAD PLATE 1 I \ HARDWARE AWG AND STAINLESS STEEL _ - -- _ - \\\ \\ \\ NOTE ` --- - - \ FOP _ _ GROUNDING CONNECTION TO CONSIST OF (IN THIS ORDER) BOLT HEAD, FIBER (SINGLE MODE) _ _-_ _� �� ROUND WASHER, BUSSBAR, ROUND DETAIL 1 i POWER SUPPLY \ \ �^ -- -- - -- - - -- -- -- - --- --- WASHER, LOCK WASHER, AND NUT \\ �^ FIBER (SINGLE MODE) J SC 1 (SEE GROUNDING DETAIL) SMART LB I \ \ CONNECTOR 1 NO SCALE i CONNECT FIBER I UMTS \ S JUMPERS FROM IT IS A VIOLATION OF LAW FOR ANY PERSON, NODE FOP TO PORT 8 UNLESS THEY ARE ACTING UNDER THE DIRECTION 1 OF A LICENSED PROFESSIONAL ENGINEER, i NOTE _ LC ON NOTES TO ALTER THIS DOCUMENT. i OlITD00R EQUIPMENT SITES MAY INSTALL SIAD IN LC CONNECTOR I REQUIRE SIAD TO BE PLACED IN THE FIF RACK (PORT 8) 1 . CONTRACTOR SHALL PROVIDE T SCH 40 PVC I POWER PLANT CONDUIT FROM SMART LB TO A TERMINATION 1 1 POINT OF 4'-D' ABOVE FLOOR MPLSMN3434_ 86888 i INSTALL FIBER TRAY PORT 1 1 I TDIRECTLY HE SIAD BELOW LOCATION 2, CONDUIT TERMINATION POINT SHALL BE TRIMMED DT PRIOR LAKE I EXISTING NODE B 00000000 TO FIT AT A MINIMUM OF 2'-D' ABOVE FLOOR. 4741 TOWER STREET SOUTHEAST CARD LOCATION BATTERY FIF RACK 0 0 0 0 0 0 0 0 0 (00 NOT PLUG IN) 3. CONTRACTORS SHALL PROVIDE AND INSTALL 1' PRIOR LAKE , MN 55372 SPLIT CORRUGATED INNER DUCT FOR FIBER FROM LB TERMINATION POINT TO SIAD AND FROM SIAD ETTCS TO UMTS CABINET FOR THE ETHERNET CABLE, EXISTING GROUND BAR SHEET TITLE SIAD INSTALLATION INTEGRA SHEET NUMBER SIAD ONE - LINE DIAGRAM NO SCALE Eml GENERAL CONSTRUCTION NOTES WIRE AND CABLE NOTE 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 1 . WIRE AND CABLE SHALL BE ROUTED AND SUPPORTED ON LADDER RACKS PER AT&T GENERAL CONTRACTOR — OVERLAND CONTRACTING INC. (B&V) PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT SPECIFICATIONS. SUBCONTRACTOR — CONTRACTOR (CONSTRUCTION) STANDARD PROCTOR DENSITY IN OPEN SPACE, ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL .y'�^ ."� OWNER — AT&T BE BACKFlLLED WITH PLOWABLE FILL OR OTHER MATERIAL PRE—APPROVED BY THE LOCAL � � JURISDICTION. 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE 1 REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. _ . 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. 49, ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING CONSTRUCTION AND PRIOR TO PAYMENT, 4300 MARKET POINTE DR, THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS—BUILT REDLINES TO THE GENERAL BLOOMINGTON, MN 55435 ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 31 . SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION, APPLICABLE CODES, REGULATIONS, AND ORDINANCES, GENERAL CONTRACTOR SHALL ISSUE ALL 3 WATER OR APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK, SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 5, ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 33, OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS, PER MONTH, BY AT&T TECHNICIANS, p o 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. ® LACK & VEATCH APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS, 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 7. PLANS ARE NOT TO BE SCALED, THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE CONSTRUCTION OF GSM/GPRS WIRELESS SITES AND 'TECHNICAL SPECIFICATION FOR FACILITY 10950 GRANDVIEW DRIVE ONLY UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS GROUNDING' . IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE OVERLAND PARK, KANSAS 66210 OTHERWISE NOTED, SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE, DRAWINGS, THE DRAWINGS SHALL GOVERN. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS (913) 458-2000 REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST DETAILS ARE INTENDED TO SHOWN DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK, 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. PROJECT NO: - 122051 i 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 38, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS DRAWN BY: AVS MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROVIDED BY THE SITE OWNER. CONTRACTORS SHALT. NOTIFY THE ENGINEER OF ANY 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION, CHECKED BY: DPL SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS ENGINEER PRIOR TO PROCEEDING. AND REQUIREMENTS. 10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT 40, ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS RECOMMENDATIONS. 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 LANDSCAPE AND SITE RESTORATION SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS, 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY FURNISH, INSTALL AND MAINTAIN AS SHOWN OR REQUIRED WITHIN THE CONSTRUCTION LOCAL JURISDICTION, SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE DRAWINGS AND SPECIFICATIONS, OF ALL DEBRIS, 2 06/18/12 LANDLORD COMMENTS 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES, THE PROTECTION 1 05/11/12 RLVISm cDNDurz ROUTING SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. D 04/09/12 ISSUED FOR CONSTRUCTION SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT 1 . PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO UNIFORM LOOSE DEPTH OF DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 1 /2 INCH, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL, MESH OR MULCH REV DATE DESCRIPTION 15, SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS WILL BE AN ACCEPTABLE ALTERNATIVE. L _ PRIOR TO COMMENCEMENT OF WORK. 2. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE PLAN WILL BE WRAPPED, TIED DOWN 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, WITH HOSE PROTECTED WIRE, AND SECURE TO 2 INCH BY 2 INCH BY 4 FOOT STEEL ANGLE LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. . EXPENSE TO THE SATISFACTION OF THE OWNER, 3. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUT AND SOIL EROSION, 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION, 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND INSTALLATION SUBCONTRACTORS TO THE SITE AND/OR BUILDING, 1 . PRIOR TO SEED APPLICATION, REMOVE ALL ROCKS AND DEBRIS, SEED AND FERTILIZER SHALL BE 19, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING, RAKE AREAS TO BE SEEDED DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. TO EVEN THE SURFACE AND LOOSEN THE SOIL 20, THE GENERAL CONTRACTOR SHALL MAINTAIN IN G000 CONDITION ONE COMPLETE SET OF PLANS 2, SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER, WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES, 3, IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED 21 . THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS AREAS BY WATERING UP TO THE POINT OF RELEASE OF THE CONTRACT. . CONTINUE TO REWORK WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. IT IS A VIOLATION OF LAW FOR ANY PERSON, 22, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE TO ALTER THIS DOCUMENT. RELOCATED AS DIRECTED BY THE ENGINEER, EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL MPLSMN3434_ 86888 SAFETY, AND D) TRENCHING & EXCAVATION. DT PRIOR LAKE 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE 4741 TOWER STREET SOUTHEAST WITH THE DISCONNECTED CATI POINTS WHICH ON OF THE OWILL NOT LINTERFERE BE ITH THE EXECUTION OF CAPPED, PLUGGED RTHE WORK, ASPRIOR LAKE , MN 55372 DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER ETTCS AND/OR LOCAL UTILITIES, 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE SHEET 7TTLE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION, GENERAL NOTES EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING, FROZEN SHEEP NUMBER MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GN -1 :III:: MENOMINEE ELECTRICAL NOTES ; D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: Be CONDUCTORS AND CABLE: PART 1 - GENERAL 1 . INSTALL CHEMICAL GROUNDING AS REQUIRED, THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE 1 . ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE 1 .1 GENERAL CONDITIONS: BOXES, AND BACKFILL MATERIAL, MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES DESCRIPTION 2Q8 /240/12 0 VD T SYSTEMS K2-(*)CS OR K2L-(s)CS (s) LENGTH AS REQUIRED, PHASE A BLACK A CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBCONTRACTORS BID, ANY PHASE B RED � � QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE SUBCONTRACTORS - FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON-TRAFFIC APPLICATIONS, INCLUDING BOLT NEUTRAL BLUE ITTE BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, DOWN FLUSH COVER WITH 'BREATHER' HOLES, XIT MODEL &B-22. ALL DISCONNECT SWITCHES AND GROUNDING GREEN . NOT AFTER THE CONTRACT HAS BEEN AWARDED, CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY Be THE SUBCONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL CONDULETS APPROVED FOR THIS PURPOSE FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. 3. BACKFILL MATERIAL SHALL BE LYNCONTTE AND LYNCOLE GROUNDING GRAVEL C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED E. SYSTEM GROUNDING: 3, PULLING LUBRICANTS SHALL BE UL APPROVED. SUBCONTRACTOR SHALL USE NYLON OR HEMP UNDER THIS SECTION, THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4300 MARKET POINTE DR, NOT BE SCALED TO DETERMINE DIMENSIONS, 1 . ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 2 AWG BARE, 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BLOOMINGTON, MN 55435 SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT, CABLES SHALL BE SECURED IN A 1 .2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS, CONDUCTORS SHALL BE PROTECTED 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS ARE A ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE SUBCONTRACTOR. THEY SHALL PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE SUBCONTRACTOR'S -- ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH EXPENSE. AND CODES, CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT MINIMUM 3/4 LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. C. DISCONNECT SWITCHES: 1 .3 REFERENCES: 3, CONNECTORS SHALL BE HIGH-CONDUCTMtt, HEAVY DUTY, LISTED AND LABELED AS GROUNDING 1 . INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB, CONNECT TO WIRING SYSTEM AND GROUNDING A THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL CONNECTORS FOR THE MATERIALS USED. USE TWO-HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR SYSTEM AS INDICATED. 00 MECHANICAL CONNECTIONS, BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS D. GROUNDING: LACK & VEATCH ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED, EXCEPT AS MODIFIED BY THE 4, EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 1 . ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS, GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T 5. GROUND RODS SHALL BE COPPER-CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND MOBILITY GROUNDING STANDARD ND-00071 , ND-00135, AND THE NATIONAL ELECTRICAL CODE. 1 . ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) ELECTROLYTIC-GRADE COPPER OUTER SHEATH, MOLTEN WELDED TOCORE, 5/8'x10'-0". ALL GROUNDING 10950 GRANDVIEW DRIVE 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES, 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, OVERLAND PARK, KANSAS 66210 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS (913) 45B-2000 4. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) 6, INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE REQUIRED FOR A COMPLETE INSTALLATION. 5, NFPA NATIONAL FIRE PROTECTION ASSOCIATION) SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION 6. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS, 3• ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH 70 GROUND WITH 7. UL (UNDERWRITERS LABORATORIES. INC.) GRADUAL BEND AS REQUIRED, GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY Be AT&T MOBILITY GROUNDING STANDARD D-00071 F. OTHER MATERIALS: BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND IF STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. PROJECT NO: 122051 1 .4 SCOPE OF WORK: 1 . THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN DRAWN BY: AVS A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND GROUNDING CONDUCTORS ARE REQUIRED 7O BE ROUTED 7O GRADE, THE SUBCONTRACTOR SHALL ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS OPERATIONAL GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT CHECKED BY: DPL G. PANELS AND LOAD CENTERS: BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE Be ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND AND ALIGNED BY THE SUBCONTRACTOR 1 . ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). C. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, PART 3 EXECLmoN 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE _. BACKFIW -NG, AND REMOVAL OF EXCESS DIRT. WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS, 3.1 GENERAL WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO D. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND toetteette INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION, EFFECTIVE GROUNDING. A ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S toetteete E. THE SUBCONTRACTOR SHALL PREPARE A COMPLETE SET OF AS-BUILT DRAWINGS, DOCUMENT RECOMMENDATIONS, 6. SUBCONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE B. AS-BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT, EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS, INSTRUCTIONS. PART 2 - PRODUCTS 3.2 LABOR AND WORKMANSHIP: 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS, EXOTHERMIC WELDED 2.1 GENERAL• CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING A ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM PERMANENTLY CONCEALED, A ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS, SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN-LIKE MANNER. 2 06/18/12 LANDLORD COMMENTS 8, APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING Be ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE SUBCONTRACTOR AS APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED, USE KOPR-SHIELD ANTI-OXIDATION 1 05/11/12 REVSED CONDOR ROUTING tootteetI JURISDICTION AS SUITABLE FOR THE USE INTENDED. REQUIRED TO PRODUCE THE INTENDED PERFORMANCE, COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 0 04/09/12 ISSUED FOR CONSTRUCTION C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN REV DATE DESCRIPTION SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND ALL FEEDER AND BRANCH CIRCUITS. READY FOR OPERATION. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING EQUAL TO OR 3.3 COORDINATION: 10, BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC - GROUND BUS, MINIMUM, VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF A THE SUBCONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE ELECTRICAL EQUIPMENT. OWNER-FURNISHED EQUIPMENT DELIVERY SCHEDULE 7O PREVENT' UNNECESSARY DELAYS IN THE TOTAL WORK, 11 . DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" 2.2 MATERIALS AND EQUIPMENT: MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO 3.4 INSTALLATION: A CONDUIT: A CONDUIT: 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 1 . RIGID METAL CONDUIT (RMC) SHALL BE HOT-DIPPED GALVANIZED INSIDE AND OUTSIDE 1 . ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO THAN 3 4 INCH TRADE SIZE. 13, THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH GALVANIZING. / MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED, EMT MAY BE INSTALL PROTECTIVE BOX FLUSH WITH GRADE, 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE, 14, DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 39" DEPTH OR 6" BELOW FROST 3, CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL LINE, USING THE GREATER OF THE TWO DISTANCES, FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH 3. THE INSTALLATION OF SCHEDULE 80 PVC AND RMC CONDUITS SHALL BE 24 INCHES MINIMUM DEPTH. ALL INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 90 DEGREE BENDS SHALL BE RMC, EXPANSION JOINTS ARE REQUIRED ON ALL CONDUIT RISERS, 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO NONMETALLIC4. NONMETAC CONDUIT AND FITTINGS SHALL BE SCHEDULE 80 PVC, INSTALL USING VIBRATION, 12 FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTERS. SOLVENT- OUTDOOR CEMENT-TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDOR AT ALL POINTS OF CONNECTION 16. SUBCONTRACTOR SHALL REPAIR, AND/ORTHE REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS 8, CONDUCTORS AND CABLE: EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION, DAMAGED DURING CONSTRUCTION AT THE SUBCONTRACTORS EXPENSE, 1 . CONDUCTORS AND CABLE SHALL BE FLAME- 3.5 ACCEPTANCE TESTING: U RETARDANT, MOISTURE AND HEAT RESISTANT 5• A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF ITA NOUTE OF G FOR A PERSON, THREE QUARTER-BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 NLESS THEY ARE OF UNDER THE DIRECTION THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN WN-2, 600 VOLT, SIZE AS DEGREE ELBOWS MAY BE USED. OF A LICENSED PROFESSIONAL ENGINEER, INDICATED, 12 AWG SHALL BE THE MINIMUM SIZE CONDUC OR USED, A CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PREFORM REQUIRED TESTS AND SUBMIT TO ALTER THIS DOCUMENT, 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED 70 WRITTEN TEST REPORTS UPON COMPLETION. 2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWG AND PROVIDE A SMOOTH INSIDE SURFACE. LARGER CONDUCTORS SHALL BE STRANDED, B. WHEN REQUIREMENTS, HE NONCOMPLYYINGHITEMS SOHALLL BEOREMOVED FROM THE THE SITE AND MPLSMN3434_ 86888 3. STRANDED C COMPRESSION-TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL 7• PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF DT PRIOR LAKE STRANDED CONDUCTORS. 8, SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY NOTICE FOR NON-COMPLIANCE. 4. STRAIN-RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE C. TEST PROCEDURES: 4741 TOWER STREET SOUTHEAST CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S OR AT T 8 FOREIGN MATTER*REMOVED.SUBCONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS PRIOR LAKE , MN 55372 RECOMMENDATIONS, it ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL 9. ALL CONDUITS SHALL BE SWAB8ED CLEAN 8Y PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE SHALL BE FOR CONDUCTORS HALL TEST OFRDC. FROM PRO SHORTCIWRITTEN CIRCUITS AND GRONNPOR TESTING G ETTCS BOXES, J-BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND LISTED TO SUBCONTRACTOR. PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). DEBRIS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER SHEET TITLE 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. POLARITY CONNECTIONS. C. DISCONNECT SWITCHES: 11 . INSTALL 2° HIGHLY VISIBLE AND DETECTABLE TAPE 120 ABOVE ALL UNDERGROUND CONDUITS AND GENERAL NOTES . 3. MEASURE AND RECORD VOLTAGES BETWEEN PRISES AND BETWEEN PHASE CONDUCTORS AND 1 . DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD-FROM, QUICK-MAKE, QUICK-BREAK, CONDUCTORS NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING SQUARE-D OR APPROVED EQUAL CONDENSATION. THE IEEE STANDARD 3-POINT " FALL-OF-POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND 13, PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES 7O BE LOCATION SKETCH, NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. SHEET NUMBER ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND OR � � -� PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RAl`ED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE.