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HomeMy WebLinkAboutBuilding Pearmit 10. 0420 Cell Tower Construction 0 J w 2 Z _ Z •,.... P J re LL ce _T ►) q z 4 U U W I V W ' g J J S J , t Q a. W O 2 W W < > O WUt &i0 1 � ti Z Q �J CS O Z 0000❑❑ 0 .� d` N Lu V U l� O O `lJ v c _ A LI O » Q \ W L Z 0 O O Y LL J 1` 1 z o 0 O 0 U 0 w z� zLL F U c a - o a. u0 0 W � V W cc g W u) O ) a O ? w w \�V1. 00000 0 VI .04 0 0 re W it �' a a LLO e C 4 ' � (� p J J rt Q Q W W ■ ∎ W J O 0 , 0 1- Z U `I- • ac �z 0 z z R. iri 1 z O W /— Y2 Q II I1 re ... 'w; c F= a < W a N 6 F. J z Z N W W . W F - Z M J W fr W z O p N Z H W Q W re x re 0 05 0 3 0 ooU.?U. 0 C.) C.) a 5 ? < 0 a 0 000❑❑ 0 0 \' ❑ ❑ o , P x I0 AN, CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd 6 , TEMPORARY CERTIFICATE OF ZONING COMPLIANCE /L Z 0 . /O t.n AND UTILITY CONNECTION PERMIT `� / j '�'N E5o F 1. white File PERMIT NO. 2. Pink C ity ()dap 3. Yellow Applicant 1 O S Ill (Please type or print and sign at bottom) ADDRESS ZONING (office use) 4-'1 \ Th S—F 9E- LEGAL DESCRIPTION (office use only) Z 1 t �} 1 .0o f - C Ind X 2,4•D IN SW 49?ID a 5 • •'10 2 2 t c OWNER (r i p,,,,i,„..k_cdaL (Ph on e) ctS o� • 4( 7. 9 V I 'ar (Name) `�tJ�1 1 ` 111 l , � ,, �Q �.,, C DQJ„t3-L' Q f' D � , (Address) SD 4(0 U O(3- kL c 4 sF l a 4 4 S�• 4 4 7.9O b BUILDER (Company Name) V 'NeO, u C __4o MPrTT' 60r... Se'7r t .(Phone) (Contact Name) (Phone) (Address) i1R6E r Sr isL.VP. 0, I .1). 0 , Bo( 9 - � Fo2 S 1 L- in IJ O1E TYPE OF WORK ❑ New Construction ['Deck ❑Porch ❑Re- R /pc oofin ❑Re-Siding ❑Lower Level Finish E1 Lower __ • p w- • ['Addition EAlteration Utility Connection ( , \ C ect i, ey , . l Q vAiith CODE: ❑I.R.C. 11tI.B.C. ❑ Misc: Type of Construction: I II III IV V A B � Occupancy Group: A B E F III MR S U PROJECT COST /VALUE $ // 500.00 Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on 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 construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building offici n revoke th4, permit for just cause. Furthermore I hereby agree that the city official or a designee may enter upon the property to perfo eeded inspections. .....■ 6 _ 6 4L_:... zg, 2010 (401* gOs ra-0,10 nature It �� ∎ 'Q, tractor's License No. Date Permit Valuation S 00490 - Park Support Fee # $ Permit Fee $ /0 2 - SAC # $ Plan Check Fee $ /oS. '3 Water Meter Size 5/8 "; 1 "; $ State Surcharge $ 4 i Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Perr iit Fee $ 1.-4Nt75L4 Esc. 't l $ Soo Sewer & Water Permit Fee $ Other • $ / Gas Fireplace Permit Fee $ TOTAL DUE $ " 30_ % i This A . ■ licati n Becomes Your Building Permit When A roved Paid 0 11(, 3 0 'r- ceipt No. 03 ' - ' - G • 1 / / Date Z4 4 Q I l / L. / i7!►W 5- Zo (o - Building •• Dat / 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. ��� — 0/ /D Sze C onc;z:le/ ►s of t -✓ an B ti l�s tanning Direc Date Special CoAdrdofis, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 L4.* "A"" V 4 i 0 c die .s. Y 4646 Dakota Street S.E. U X Prior Lake, MN 55372 -1714 `MVEsoo May 19t 2010 Ms. Debra Weiss Selective Site Consultants, Inc. 7803 Glenroy Road, Suite # 120 - Bloornington, Minnesota 55439 RE: Clear Wireless LLC Cell Site: MN- MSP0353 ( Tower Street WT) We understand that Clear Wireless LLC has completed its due diligence for the referenced cell site and plans to start construction. This letter approves CW to proceed with: 1. Ground work 2. Platform installation and equipment installation 3. Electrical or telco conduit installation for this cell site. The above mentioned approval to proceed is on condition that a pre - construction meeting be arranged and attended by representatives from Clear Wireless LLC, its contractor, city staff and a representative from KLM Engineering. Please contact me to arrange a time for this pre - construction meeting. The above mentioned work may not commence prior to the pre - construction meeting. Please contact me at 952 -447 -9851 Sincerely, / Robert D. Hutchins, City of Prior Lake Building Official www.cityofpriorlake.com Phone 952.447.9800 / Fax 952.447.4245 Page 1 of 1 Lynda Allen From: Debra Weiss [debra.weiss @1- cs.com] Sent: Wednesday, May 26, 2010 11:05 AM To: Bob Hutchins Cc: Lynda Allen; Jeff Matzke Subject: RE: MN- MSP0353 (4741 Tower Street SE WT) - Request for Fee's and deliverables confirmation - BP application submitted April 28th Bob, Per our conversation, this is the remaining information that you need to release the BP. (I need to get the contact name & #, which I will call you with tomorrow) GC Info: BCS Welding and Fabrication, Inc. 7757 Burkley Road Polk City, Florida 33868 Please add to the BP application. I would like to pick it up this afternoon. Regards, Debra From: Bob Hutchins [ mailto :BHutchins @CityofPRIORLAKE.com] Sent: Monday, May 24, 2010 12:58 PM To: debra.weiss©1-cs.com Cc: Jerilyn Erickson; Lynda Allen; Jeff Matzke Subject: RE: MN- MSP0353 (4741 Tower Street SE WT) - Request for Fee's and deliverables confirmation - BP application submitted April 28th Debra, The review on the 4741 Tower street building permit is now complete. The following items are required to be completed before the building permit is issued: 1. Provide contractors name and information. 2. A $500.00 landscape escrow is required to be submitted at the time of pen issuance. The escrow will ensure that the proposed screening plantings and any site restoration will be completed. The escrow will be refunded after the final inspection and or the landscaping and restoration is completed for the project. The building permit fee is $271.30 and the refundable escrow is $500.00 for a total of $771.30 due at the time of building permit issuance. 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. 5/26/2010 O 4 PRIp u White - Building Canary - Engineering INNESO�� Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT w/ L,. APPLICATION RECEIVED ' ¢- zb• [ 0 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 4 -74 1 TO WU & S . Accepted Accepted With Corrections Denied / ,/ Reviewed By: A / Date: S Zo /0 (-- Comments: /. C- oNT2OC. LA-Si,,/ or NA.„../T.4_,../ Ccc v ,>-7 4sr- 4 - A,. /i z • f>249 v 1 o6- F /A-41.- k--ro a F,2 ft1 /6L /1 "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." c 131 ! 1°1 e [- 7 x u , T White - Building Canary - Engineering ""^NES °�P Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Accepted Accepted With Corrections Denied Reviewed By: �� Date: '-� f "IC/ Comments: ��c - efiyker122sret-14,04 es crow ref ira — At r€ Lfak n f tre.es Ci,icheS i, (ovcMeier 0, ( greo el- W / C :mem.n.n,&y 6,.v /7i P C _ 0r r,t/v � J 4&frl ; ntited&... I cy1'" Sh ri,s4 o.1101 Pt i1 le !'9YvwZ4 P re- 4,045 ,✓Y► ne�I Z ,5/ .51,,I fits , "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." KLM ENGINEERING INC. P.O. Box 897.3394 Lake Elmo Ave. N. • Lake Elmo, MN 55042 (651) 773 -5111 • Fax (651) 773 -5222 March 29, 2010 By E -Mail and US Mail Mr. Craig Eldred Street & Utilities Supervisor City of Prior Lake 17073 Adelmann Street SE Prior Lake, MN 55372 -1714 RE: Final Review for the Clear Wire Antenna Installation on the South Tower (Tower Street) Water Tower in Prior Lake, Minnesota. Clear Wire Site MN- MSP0353 KLM Project MN 2677 Dear Mr. Eldred: KLM has completed a third and final review of the proposed Clear Wire antenna installation on the Tower Street Water Tower. It appears that our previous comments, observations and recommendations have been addressed, and we find that the drawings represent an installation that is acceptable to KLM. Unless the City has additional outstanding requirements, KLM recommends the City of Prior Lake approve the drawings as submitted. A preconstruction conference with Clear Wire representatives, their contractor and subcontractor(s), the City of Prior Lake and KLM can be scheduled to discuss the construction. It should be relayed to the contractor that KLM will be performing inspections of the installation, and the contractor will need to contact KLM to schedule both field and shop inspections. Kelly Mulhern will be in charge of KLM's scheduling for this project. If you have any questions, feel free to contact Kelly Mulhern at 651- 773 -5111 or myself at 218 - 849 -1505. Sincerely, KLM Engineering, Inc. Kelly C. Mulhern Manager of Antennas CC: KLM Office File c:\kcm\KLM Samba\2009\Antenna\MN 2677 Prior Lake, MN Tower Street Tower Clear Wire•, Final Review \.doc KLM KLM ENGINEE.RINGy INC. P.O. Box 897. 3394 Lake Elmo Ave. N. • Lake Elmo, MN 55042 (651) 773 -5111 • Fax (651) 773 -5222 April 12, 2010 By E -Mail and US Mail Mr. Craig Eldred Street & Utilities Supervisor City of Prior Lake 17073 Adelmann Street SE Prior Lake, MN 55372 -1714 RE: Accpeted Structural Calculations for the Clear Wire Antenna Installation on the South Tower (Tower Street) Water Tower in Prior Lake, Minnesota. Clear Wire Site MN- MSP0353 KLM Project MN 2677 Dear Mr. Eldred: Clear Wire has revised the structural review to incorporate the 3 panel antennas and three (3) directional antennas. KLM has reviewed the structural assessment provided by Evan M. Berglund of Krech Ojard and Associates. The assessment now does match the Clear Wire drawings dated 3 -19 -2010 and we recommend the City accept the structural analysis. If you have any questions, feel free to contact me at 651- 773 -5111. Sincerely, KLM Engineering, Inc. Kelly C. Mulhern Manager of Antennas CC: KLM Office File c:Uccm\KLM Samba\2009\Antenna\MN 2677 Prior Lake, MN Tower Street Tower Clear Wire Structural Assessment Approval',.doc d► OWL ENGINEERING & EMC TEST LABS, INC. • CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Hemline Avenue North, Shoreview, MN 55126 651 -784 -7445 • Fax 651-784-7541 April 19, 2010 Clearwire Minneapolis Engineering 8800 Hwy 7 Suite 203 St. Louis Park, MN 55426 Reference: Intermodulation Study Clearwire (MN- MSP0353) for the Water tank at Highway 13 and Tower St., Prior Lake, MN Dear Mr. Stijn Vanhauwaert: As an independent consulting engineering firm I have completed the intermodulation (interference) study on the proposed Clearwire Minneapolis communications system for the addition of new frequencies on the Water tank at Highway 13 and Tower St., Prior Lake, MN. The first step in the analysis was to perform a study on the existing communications condition before the installation of the Clearwire Minneapolis system. In the case where existing tenants' channels were available they were used. Because of the large amount of potential frequencies available with some of the technologies already on the tower a random subset of each of these types of technologies was selected for the analysis. I also considered the microwave system that operates in the 23 GHz band using highly directive dish antennas. Additionally, I included any city frequencies used by Public Works and Public Safety even though they may not be installed on the tower. They were: KNHW249 and KZC461. This was so if a mobile unit passed nearby or if they were mounted in the future, protection was considered. The existing users on the tower that were examined were Scott County, T- Mobile, Verizon, and Sprint. The study shows that there are no predicted (low order) interference intermodulation products generated from combinations of existing and proposed channels at this site. When the proposed communications facility is constructed, antenna separation, antenna pattern directionality properties and equipment filtering will further reduce the potential of intermodulation induced interference. This analysis is a mathematical study and will not account for interference mitigation that will occur due to the differences in b OWL ENGINEERING & EMC TEST LABS, INC. • CONSULTING COMMUNICATIONS ENGINEERS • EMC TEST LABORATORIES 5844 Nadine Avenue North, Shoreview, MN 55126 651 -784 -7445 • Fax 651- 784 -7541 technologies and equipment configurations and filtering. This study assumes a worst - case scenario using as many as five transmitters operating simultaneously (which is a rare occurrence). In summary, the use of good engineering and installation practices should mitigate any interference to any existing communications systems on the tower and it is my opinion that the Clearwire Minneapolis communications system added frequencies should not cause any harmful interference problems on the tower to any of the existing communications systems. If you have any questions in this matter please contact me. Sincerely, --2 cut■tk..11.- ** 1- 3" 42--- " ;--1> Garrett G. Lysiak, P.E. Krech Ojard & Associates JOB TITLE Hwy 13 & Tower St. Prior Lake WT (MSPO: 101 Putnam St. Eau Claire, WI JOB NO. 09 -2112 SHEET NO, 715 -552 -7374 CALCULATED BY SMB DATE CHECKED BY EM% DATE Nei lob Ver 9.03.18 www.struware.com STRUCTURAL CALCULATIONS FOR Hwy 13 & Tower St. Prior Lake WT (MSP0353) Pr, or L.a.4;e. s Minnesota 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 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: EVAN M. BERGLUND SIGNATURE: -.... Gai. • DATE: c i11 Z`,+ REG.No: 46769 • PROJECT NAME 763 1 ` Tower er 34 .'PC; a t"-( e_ PAcRI DESCRIPTION CC( 1 C,ft n Siuru Q.w ARD MSPos5 & ASSOCIATES, P.A. ENGINEER KOA PROJECT NO. APPROVED DATE SMI3 09- 2612 ,CcilcuLbutio SioruKarij The. ---} w i owe r (.� '- (Pri *), i s a S4par - Ei 1� orefori demlnlif viNck cW �1 an d a 1 . A 1uu s =qs` _s in _told SG.m ma - V\ and L, o c \-1F r 5arc 1 Z -17 L rs rack( (xf, - N-Q + v,rvi Avilaum V, �f INS' kl- i0.1)4 'cc ao IBS J o Krech Ojard & Associates JOB TITLE Hwy 13 & Tower St. Prior Lake WT (MSP035 101 Putnam St. Eau Claire, WI JOB NO. 09 -2112 SHEET NO. 3 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY a DATE (Nock www.struware.com Code Search I. Code: International Building Code 2006 II. Occupancy: Occupancy Group = S Storage III. Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr IV. Live Loads: Roof angle (0) 0.00 / 12 0.0 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf 12 psf Awnings and canopys 5 psf Floor 200 psf Stairs & Exitways 100 psf Balcony / Deck 100 psf Mechanical N/A Partitions 15 psf V. Wind Loads : ASCE 7 - 05 Importance Factor 1.00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 124.0 ft Parapet ht above grd 6.0 ft Exposure Category B Enclosure Classif. Enclosed Building I Internal pressure +/ -0.18 Building length (L) 72.0 ft AZ), Least width (B) 72.0 ft z __ e Kh case 1 1.051 a Speed-up Kh case 2 1.051 } V Z x(upwind) ,, (danwind) Topographic Factor (Kzt) - r Topography Flat ! H�2 H Hill Height (H) 0.0 ft H< 60ft;exp B P , Half Hill Length (Lh) 0.0 ft .. Kzt =1.0 Actual H/Lh = 0.00 ESCARPMENT Use H/Lh = 0.00 Modified Lh = 0.0 ft V(Z) From top of crest: x= 0.0 ft Z Bldg up /down wind? downwind 3 Speed -up H/Lh= 0.00 K 0.000 V(z) x( pwi x(downwind) x/Lh = 0.00 K 0.000 v �A H z/Lh = 0.00 K3 = 1.000 .//' �� ' ; At Mean Roof Ht: , ,10a, ~'',`.' Kzt = (1 +K ^2 = 1.000 2D RIDGE or 3D AXISYMMETRICAL HILL Krech Ojard & Associates JOB TITLE Hwy 13 & Tower St. Prior Lake WT (MSP0353) 101 Putnam St. Eau Claire, WI JOB NO. 09 -2112 SHEET NO. - 715 - 552 - 7374 CALCULATED BY SMB DATE CHECKED BY DATE V. Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 90 mph Kzt = 1.00 Exposure B A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s/h= 0.04 Case A &B Dist to sign top (h) 95.0 ft B/s = 0.30 Cf = 1.85 Height (s) 3.5 ft Lr /s = 0.07 F = qz G Cf As = 27.0 As Width (B) 1.1 ft Kz = 0.974 As = 3.7 sf Wall Return (Lr) 0.2 ft qz = 17.2 psf F = 100 lbs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area 0.0% factor = 1.00 Horiz dist from windward edge Cf F= qzGCfAs (psf) Case C reduction factors 0 to s 2.20 32.1 As Factor if s/h >0.8 = 1.00 s to 2s 1.50 21.9 As Wall return factor for Cf at O to s = 0.98 B. Open Signs & Lattice Frameworks (openings 30% or more of gross area Height to centroid of Af (z) 15.0 ft Kz = 0.575 Base pressure (qz) = 10.1 psf Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(qz) ^.5 = 6.37 F = q G Cf Af = 0.0 Af Percent of open area e = 0.65 Solid Area: Af = 10.0 sf to gross area 35.0% C = 0 F = 0 lbs Directionality (Kd) 0.85 C. Chimneys, Tanks & Similar Structures Height to centroid of Af (z) 15.0 ft Kz = 0.575 Cross - Section Square Base pressure (qz) = 10.7 psf Directionality (Kd) 0.90 h/D = 15.00 Height (h) 15.0 ft Width (D) 1.0 ft Type of Surface N/A Square (wind along diagonal) Square (wind normal to face) Cf = 1.28 C = 1.67 F =gzGCfAf= 11.6 Af F =q z G CfAf = 15.2 Af Af = 10.0 sf Af = 10.0 sf F = 116 lbs F = 152 lbs D. Trussed Towers Height to centroid of Af (z) 15.0 ft Kz = 0.575 e = 0.27 Base pressure (qz) = 11.9 psf Tower Cross Section square Member Shape flat Diagonal wind factor = 1.2 Directionality (Kd) 1.00 Round member factor = 1.000 Square (wind along tower diagonal) Square (wind normal to face) Cf = 3.24 C = 2.70 F =gzGCfAf = 32.8 Af F =q = 27.3 Af Solid Area: Af = 10.0 sf Solid Area: Af = 10.0 sf F = 328 lbs F = 273 lbs Krech Ojard & Associates JOB TITLE Hwy 13 & Tower St. Prior Lake WT (MSP0353) 101 Putnam St. Eau Claire, WI JOB NO. 09 -2112 SHEET NO. 715 -552 -7374 CALCULATED BY SMB _ DATE CHECKED BY DATE V. Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect Factor (G) = 0.85 Wind Speed 90 mph Kzt = 1.00 Exposure B A. Solid Freestanding Walls & Solid Signs (& open signs with less than 30% open) s/h = 0.02 Case A & B Dist to sign top (h) 100.0 ft B/s = 1.00 C = 1.80 Height (s) 2.3 ft Lr /s = 0.80 F = qz G Cf As = 26.6 As Width (B) 2.3 ft Kz = 0.988 As = 4.5 sf Wall Return (Lr) 1.8 ft qz = 17.4 psf F = 119 lbs Directionality (Kd) 0.85 Percent of open area Open reduction CaseC to gross area 0.0% factor = 1.00 Iloriz dist from windward edge Cf F= qzGCfAs (psfl Case C reduction factors 0 to s 1.79 26.4 As Factor if s/h >0.8 = 1.00 s to 2s 1.50 22.2 As Wall return factor for Cf at 0 to s = 0.79 B. Open Sins & Lattice Frameworks (openings 30% or more of gross area Height to centroid of Af (z) 15.0 ft Kz = 0.575 Base pressure (qz) = 10.1 psf Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(qz) ^.5 = 6.37 F - q G C A f = 0.0 Af Percent of open area e = 0.65 Solid Area: Af = 10.0 sf to gross area 35.0% C = 0 F = 0 lbs Directionality (Kd) 0.85 C. Chimneys, Tanks & Similar Structures Height to centroid of Af (z) 15.0 ft Kz = 0.575 Cross - Section Square Base pressure (qz) = 10.7 psf Directionality (Kd) 0.90 h/D = 15.00 Height (h) 15.0 ft i Width (D) 1.0 ft Type of Surface N/A Square (wind along diagonal) Square (wind normal to face) Cf = 1.28 C = 1.67 F= qzGCfAf = 11.6 Af F= q z G CfAf = 15.2 Af Af = 10.0 sf A f = 10.0 sf F = 116 lbs F = 152 lbs D. Trussed Towers Height to centroid of Af (z) 15.0 ft Kz = 0.575 E = 0.27 Base pressure (qz) = 11.9 psf Tower Cross Section square Member Shape flat Diagonal wind factor = 1.2 Directionality (Kd) 1.00 Round member factor = 1.000 Square (wind along tower diagonal) Square (wind normal to face) Cf = 3.24 C = 2.70 F= gzGCfAf = 32.8 Af F= g = 27.3 Af Solid Area: Af = 10.0 sf Solid Area: A = 10.0 sf F = 328 lbs F = 273 lbs PROJECT NAME_ I6S y 13 To N DESCRIPTION S f' 63 5 ARP ENGINEER KOA PROJECT NO. O. APPROVED DATE C eL 1C- Over -A(rn,cPt a r) IL L0( n f v) a,t e itvs g 21 ( 0 (7-7z = a I o D f7 • CCols 2.5 (? , 70() \\M AXVI CAM 1 V Ic4 CV )80k-11 = Z ( b 1L. I I Fr2- at 0 *lew W I rca 3.9 = "1 a i b baud crn fh� s o 6b t n krr i vvi d t o la JAIL' ("o g e& usy� c y, de l , qu ir /cs ae pal wct (4 w wk can PROJECT NAME f r rte ' r s ICRE&H DESCRIPTION .S' e 5 &ASSOCIATE5!A, ENGINEER KOA PROJECTNO. APPROVED S DATE W h a Para A-vv 42 "x12.7 x 2 '1(e- (Dc__ 44) Lc= 2,0 i• V as .(,()C.--7,5.1( 0,O1Z17 1 0� �s 1. l� o� G7 S s. 1 O~ SS l os os ' ILI 0 00 Nu Load, r = 100 IQs . o7DV) 'Dt_•. 4 I C�' = 3. RI (, (D75 Y35.2174 P-1,031/4z- Wu 3k.,1-= 173 be . /07c Lo (7 ZZ 0,00 F- PROJECT NAME 3 7" 6 Y DESCRIPTION RIPTION &assoaare PA ENGIN ER KOA PROJECT NO APPROVED DATE 61 p (a sh Li-(D P = P I\-I DO -2 9 F 321 T 388.4 ( 2•I I pl� BA(t4// 2'1 ' (\, eatub 30V3 iS14 1.00 zo:o W2d : ' Lt • Du/ (l 37 � � to +� 2 2 I use Hie-s 3X 3 k 4(' Lot t Coco ►/UCtd3 7 i KLM ENGINEERIN INC. P.O. Box 897.3394 Lake Elmo Ave. N. • Lake Elmo, MN 55042 (651) 773 -5111 • Fax (651) 773 -5222 November 5, 2010 Mr. Joe Wiita U.S. Mail City of Prior Lake 17073 Adelmann Street SE Prior Lake, MN 55372 -1714 RE: Project Closeout for the Clear Wire Installation on the South Tower (Tower Street) Located in Prior Lake, Minnesota KLM Project Number: MN 2677 Site Number: MN- MSP0353 Dear Mr. Wiita; The installation for Clear Wire on the Tower Street Tower located in Prior Lake, Minnesota has been completed per the specifications for the project. KLM recommends that the City of Prior Lake accept this project as complete. Enclosed are copies of KLM's documentation in regards to this project. It has been a pleasure working with the City of Prior Lake, and we look forward to future projects with you. If you have any concerns please call me at 651.773.5111. Sincerely, KLM Engineering, Inc. Kelly C. Mulhern Manager of Antenna Projects KCM/ms Encl: KL,M Inspection Paperwork CD with Photos and As -Built Drawings Project Acceptance Certificate Punch List Items CC: Dave Anderson, Vinco Samba (p):\Antennas\MN2677 Prior Lake Letter of Completion 11 -5 -10 KLM ENGINEERING INC. ANTENNA PROJECT ACCEPTANCE CERTIFICATE KLM PROJECT # /CITY: MN2677 Prior Lake CARRIER / SITE #: Clear Wire - / IVIN- MSP0353 TANK NAME / SIZE: South Tower TANK ADDRESS: 4741 Tower Street NE PROJECT DESCRIPTION: New Install GENERAL CONTRACTOR: Vinco Inc. / Dave Anderson PHONE #: 651.379.0732 SUB CONTRACTORS; SHOP: I.P.S. / Pete Carol PHONE #: 651.407.8000 WELD: A & B Welding / Mike Tell PHONE #: 612.328.0637 FIELD PAINTING: Kangas Tank / Kevin Kangas PHONE #: 612.226.4067 TYPE OF COATINGS: EX'T'ERIOR Primer: TNEMEC Series 66 Color: 15BL Tank White Intermediate: TNEMEC Series 66 Color: 1255 Beige Finish: TNEMEC Series 73 Color: 03 Falling Blue INTERIOR: Primer: N/A Color Intermediate: N/A Color Finish: N/A Color INT. DRY: Primer: N/A Color Intermediate: N/A Color Finish: N/A Color ANTENNAS & COAX CABLE: Primer: Sherwin Williams Pro -Cryl Color: Lt Grey Finish: Sherwin Williams Sher -Cryl Color: 03 Falling Blue ANY PUNCHLIST ITEMS: YES NO X (IF YES SEE PUNCHLIST) COMPLETION DATE: 10/19/10 KLM Engineering, Inc. Antenna Installation Punch List Items City: Prior Lake, MN Project No: MN2677 Tank: Tower Street Clear Wire Site: MN- MSP0353 Exterior: None Interior: None Landscaping: None Safety Issues and Concerns: None Additional Comments: None C:\ ns\Antenna\MN2677 Prior Lake Punch List Item 10- 15- 10.doc vuiv1-rdig ineernig iiaiiy inspection Keport -p t eL) Antenna Shop Inspection KLM Project No.: /1)✓ -6 7 7 City: PR I OR L, Inspector:l 5 Y'(4- Tower Name: TOweg 4.1 Date: cri3 ^ I I •- (0 Antenna Provider (if applicable) ( G C.- 6, -(A)(2 : Shop Location: .r, U C S, Site No.: M if M 5 e 3 3 17 - ,_2 5737 Antennas: tf 2- Li 2.'` $/,_) i I O fAttlE 4 D A P4EPP5 E 1.1 1 1,-Li ti 4- 5 a 1;4 isl-c, eti,.0 L .5c4 Fes VV- t& c.->A5b J L ►7 ]1"\ �-- - ) 16( Overall n Comments: O/�F f./2 1 O(C. `0 ) INA (J & (..,...,(41_, e f}r 41E-5- S _ //� • c___.4 L • 7 ( t- ' U- / _5 4 g64r /N J � 7 pi k (Jr S 1.. ! Z.. 7 /- 3( ,0", , 4 tDQ _ t✓� /'. e-- A • : /v- -- � ,JA5 rim) L i (IP / it U' / „� A x.) g I I 4.7”" F A C ti 0 aj / , I T Steel Parts: X / r - / t & --G Lot1-17_&----z) T �j ` m 1\ 64 C 7 - ( -- NP °D it 4 6 1 j Nt -o t 2 615 A k) D 2 5` Nc -0P 4J `D-c - D RE em 4/A-7-- AFZ r Overall Comments: AE.0/1} - 4 rAVG- ALL P��21'S A55 3,N 5 c rd AP 0 '• ee A p fiDC XI — 1 LC- 11V deLot,),/ 0 C l iWZ At $?RN( i)J t 1-1- A i 4 L E Guy, f l w E . *- riLp\ 6 c.. d€" 4-4 14 MQ rPC— 5 /RAY1 K.r, $ c k ir- Coe AG 1 -g i G- ■ . A 94 Al L 7 � � re - A.' 1 - C_ G'-E Ai 0 A IC /Al2 S fi 55 IJJ) - rd ;Li, Op -A f a:50 - c Cr c_ c C e ch 44E fP1- 7. -7/;c4iW€- -v- -1-e "ems r Obef ii-i)- --(--- , 5' 1 ,0 /og AL > `I (" A t r01 ' 0 A (4 ( 1- 1 C &4 k) c FI-' Q /1i/-+<5vZ Pg of C:Us \FonnsVnspector Forms\Daily Inspection Report Antenna Shop Rev 1 06-25 -1 O..rtf 111J1Y1 Ju11g111G1111g La11J' Auta JCl.L1V11 1\CpUt L k ►, ' I �° Antenna Shop r kection KLM Project No.:Mp 2 (7`7 City: 16 C Inspector: U` S I ( 1- Tower Name: 4 - 0 4 - 06-12 � � —10 044 Date: j ' Antenna Provider (if applicable) C-C_ e — Shop Location: - 5 Site No.: /U( A 3c ,2S 7 3 7 Antennas: C- Cr " fivJE-L — pApEe_ 6 Overall Comments: Steel Parts: l 0 — 86 CAALD - 3r / r1, 5 1 - 11 - P lf 411 Overall Comments: A-05 itg, P D ;' 2 ti r t C-c' A ', - 4 E Fr:Or:54N C., #0 AC C c?tk: N cv i ?Vt. w , A , k vg ► _ L. Viz-RN?. -b P fVL‘'clAsc fY A a t '� ('1 01. of , f - oW • ' / INCA i ii Z c4 w u ► IP : ► SfRMY iD e &Gic 2 Civ 2 , A at # . , k44 � , i r _O f N feC- low k 2 �ivD A It rAi +S .1 l u gs ( Afe `r4.3 . ,r4A1 --©r' A 5 NNN� t\ co 42 Pg of C:\1s \Forms \Inspector Forms \Daily Inspection Report Antenna Shop Rev 1 0625- 10..rtf KLM Engineering Daily Inspection Report Antenna Shop Inspection KLM Project No.: � � r.D City: (9( L A Inspector: e ,5 i'' Tower Name: ( U C Date: e:3—(3—( 0 Antenna Provider (if a plicablc) C l C=� Shop Location: r Site No.:M N P 5 t 3s 1RP5, - 7 3 7 Antennas: — 0- AuE - VS' PAIJEL b61, _ G I "Qc=Acdy J1 CeA o ik/ - Polci;A- t-,As ivi L P aQ C, r .t 04410 Overall C Comments: ��G�A Y e ,1� -� G l �°� �� i 2 Ce, f de 1 4 %( 6)41 / j C - rl r/b OP ;PA- ra .�/� AR-47 ALL e4 AJA des i �- AU _ _ _ A ' - 7 i ) , u A f A ls� — c: a r S4/ Steel Parts: /0 / ' & ( L) — f /' 771. 5 ciAep ARRrdGya r CC 8.-<_tred Pier R, I c df,va- sS .5"k /,Fs ct F A Cii 5 7 MIL1 1 c d ) /, 1 ( 1 Overall Comments: �Gs /¢N0 Age Co 474 uF44',u Pg of C:\ls\Forms\inspector Fonns \Daily Inspection Report Antenna Shop Rev 1 06- 25- 10..rtf 1c TL) KLM Engineering Daily Inspection Report ( KLM Projec No.: / I 1 City: 1 Liv Inspector: PL 4 Tower Name: � ( A- ) ., n Date: 8 —/ 7 — (6 Antenna Provider (if applicable) CL � ( Q - U- ► SiteNo.:/'1i) 3 3 Z / 737 l Comments: 5 „AR 1 5 )C) BASF Ff ie-- 1 S 4 C c A 1 -16— " 5K 42 - (5 . /p5 --G fVLD 1�Asx muff c( �,q c) c d I� -rA i2 ERE e/Doug F //1(0 K 4 S / i 4 7 1 I iJ6 t A LE.5 s /OR°►`r' 6- J — PA � iJ k t,..) ,A 5 /v XeD w r �L DR' LL. y �'ibR NpLr1c LPL G71-c c c,- � C ( 4f " G r Do' I Ut5c1AC 1 1-- ( ,� C:vuc ?4,6: A.P() fiR+5 ,-A5 .77)u /Ac2(�� AN AP E �i P r 5 P� / Pg of C: \ls\Foms\Inspector Forms\Daily Inspec Report 07- 19- 06.doc �cg S KLM Engineering Daily Inspection Report KLM Project No.:X 26 l7 Cit Pre . 6"" G•AKt, Re p <N 1I s Inspector: � ��-� Tow er Name / #: �p�,�,n• a Date: q - Z L / 0 Antenna Provider e e4t- c.,j ;,-- Time Arrived: 7;00 (if' applicable) Time Departed: Z ' '36 Comments: 3 - 1 ec...) cO `' �� ./'f (�►n� <e f Oeil -S are- 11-i .4+1) / 1 ee 0i-, /ire -e_ Sege, - 4 S3p f / .ec1g,v1 s. p ---/-4,_ /� r/nGiv, [ / Q�cf :2_7 / 'U✓•tJt 7 d. 1 AV" �GaG�`° l J /1 f. Jf3 i4S / SGr;Q�Dri' 6,41411-7 r e /0 .re s'.r 72 ha c ,s and 04-71A. (u e1,. / eree. -c e # ., /� eot : .5. rl / sr. • �- d , / PF- 0, 4/ et kd s - every a`+ :/ e?A re / GM , ' '' / /5 67i .i sly/ 0 Ilr ere-e-e r % L Scar �oc / (d�Lt <hM�. mac, S le::; / r� /..A..4 S K. 7Z) l� �'— (mer^� , //� r-e-e_ arras a p &dc/ pew l c i .e- e" i�tr�- /` i rf / "7a b.� gr / ccArve Q . / / c/ ., . �V1 ft' rrus (/ �� r _ 1 ! eve- S"6t 0 ,, / ( ,,� -, // i %.7(1-i-- t, v n _ / �' /1 / ar -e6 ‹. ceJe, re_ e. w ( et at( 1 Atit'S. ‹A /eri 74.- 74-c/ . 4.1a S 4!1 4— sad c 7 r � uhGA e w i /7 d �i r rd S,P��� CJ✓'<<i rY 0 /^r P-4 n ter( _ fu. 6.6c," r , '* lie! t '�..�.- area f- 6J-cr e- re c-0e cf' Pg / of 1 C:Us\Forms\Inspector Ronne Daily Inspee Report 07- 19- 06.doc KLM Engineering Daily Inspection Report KLM Project No W 67 l City: (0/ L - E Inspector: C ' Tower Name: D " g S T Date: '�— ( 0 Antenna Provider (if applicable) C e c `z` f / Site No.: — 3 5 Comments: ML.6.4 `]Iv h' ZS S f - - Y kEOL .fi C( 42( ( Cvi LL LA54 f ,t -orr AP Coo "IK-FRS 0 N 4-1, fc r Z-& 75 err k /Am A L L ,6 OED 61___a1.5 A.) c R re^ Xe-.D L J \, ¶ ' L L 11C4• /o_ CA-6 .� A , L Cog .• Q1 w / � • ! J I • r , I 0 c,_ I.J vc Cor01 . - lam', /0-I aZ A5 7A te c 'dN t` y I pc 00,0_, ( 4 .* d 'p Pg of C:1ls \Forms\lnspector Forms \Daily Inspec Report 07- 19- 06.doc KLM Engineering Daily Inspection Report KLM Project No.: p N 7 NCOuL- Ci ty: LA ke Inspector: g,,5di_e_ Tower Name: 4 6 $ Date: ' 2 9' /6 Antenna Provider (if applicable) C. L c✓W` W /f6 Site No.: Comments: 4 6 • - fi/ k i cm.--) S i -VAT' 4 t t L L- / >i 1 iN4 # o,hoc c., ., .6 o $ L n AN .0 C_Ar -ck IVY 1 /1-1 a,t) 2 rpm Ak -)0 (A� i� � 5 b . ! L 3 ii a1 • co e �jp " Mc�' k C'. D } C3 F Gad X wA A �� w I �-I-C, 57/_. v t7-) / 4 I-) I) S/, 0,-)9 ( %L / , :,'c: , A s ..ti , c ,/,o0 5r.� v Cos9 [F A* 2 ', p 0 7i(`" PI f- s `6 . , s� r 0-- toE51 - (0 - i /g ovt= c— 4 Lc 0 /Z , API iN (72 Lc6 04A CIO fig-eAS //1 -V/)fr--L4 - E L S3 Goi;vbv Pg of C:Vs\Forms\Inspector Forms\Daily Inspec Report 07- 19- 06.doc KLM Engineering Daily Inspection Report , KLM Project No.: �) - 7 City: 1 1 L /� Inspector: it_ Tower Name: + C Date: /0 -- � ~ /6 Antenna Provider (if applicable) L L t74 e Site No.: Comments: A': NA _ • f = A cQ • Ar Ur ^ Nt_ CG, f - z ? k c 4 co ! . plet 0(- Pkf 4 ( u ti5 AR t���1r -1 r 1S4 !�aQ e N 5 Ai. E IAA 6 t) a .2,-i rAil 5 co" �' ► _ - /c 1 , •- ' 5 ' C. r 5 -4, ---S (C (4 - c/ 61 c=" /q- ,;(-4 LT1/4 L A L= C h� c✓C — "d'� — /-0" % : (.)0 � 5 6OcyS I 1 o E ; 5, — g,71 ►�G Cop F Ai 7 Pg of C:\ls\Forms \Inspector Fonns \Daily lnspec Report 07- 19- 06.doc KLM Engineering Daily Inspection Report KLM Project No.: City: PR(ta( 4 Inspector: J 2 Ile_ 5 / Tower Name: - 7b S Date: /0 ` b 7 0 Antenna Provider cif applicable) C Site No.: Comments: rn v 749 A / dC- S/ J/� CIJr A.) r � t ADS e' 4 -4' /11 � L ;� God C A A / 1,-)b D7 c) = ,� t1 C 4 c, ( µ A N D T co t ` f C .-_"N CA_ t.()0'k — Oro 4*v RA 6.27 ,,,( IA-4A AE /0, r A f I tt Lkilo cut -k 41_101 a4/ ; r' .7 c ‘6C4 � ,,cv7` -/ ,6' — iii(4)otz cic ) /-cq 0 Rk S /I ✓��-�} s' P Ar 1 _S DN 4, o/ N/r 40c,C (Ggr3Lg' 4 4c A/ S) Cvvt` ---72/4 6:-&T — 5 F,i) ;5 1 -z7 Pg of C;Us \Fortns\lnspector Fortns \Daily Inspec Report 07- 19- 06.doc KLM Engineering Surface Inspection Report KLM Project # , - C 7 City / Tan : /'(o' cs/Zz7 Report by: ;�3 YE. Date. > - ( { Surface Preparation: , Defects Found: 'E NO Defects Corrected: of A FS NO Comments: 0 2 / ( 6-- g : r ^ 'f•' /1111VLit , - ,: L •'MIV"1 YAW i •-- Abrasive Blasting: # _5 —O r Exterior SSPC -SP- /0 Location: Inert SSPC -SP- 6 Location: -`- 5' Imo+ SSP -SP- Location: Abrasive Type: [ Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PII Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments. ' ✓ I Ar S "c a i t � w ,. 1' I i L eo(n.O L._ A p • x) • dalEifff 6 ;Mc'/Mier Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd 1 p Comment�¢ : Li 4- L £ 1s ' 1 L ' . et 5 3b t\ uf , 1 Cr ' 5 / " /rY M/cL Coatings Applied: Coat No. # Paint Man. / Name & Number Part A # Part B # Color & # -‘/e L Exterior / l E7' C�F.� - - , ( .-G d.5.- w A D. 0 a YAW 4� 4. laterier -Wet - l}u A - ricr ery- j a -e ' ( YiLl 3 5 1ll LF A; Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior ( -.--- if --.$" Aie1tMF /0. _ Iritarier Interior-Dry 1 -- —7 / - 5 .sS ,A (2 i/5 °r' Coat No. # Mixing Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior — t LL �- �D ` 2_. 5 Z lrtterle -Wet I nterler -®ry ( f(1 L 77 ./if If F Type? L � �� y? If Yes: hat T e? . How Man Hours of Ventilation: Comments .. [" m t t , ,Y _I- ■ • _ ,rN , G (UN r �t23 -,TL Co v L Ai IIIIMMIIIIMMIRMAIIINIMMirraiitair: - 01 , K 5 • s' 3- c. `r - ' 5 ; #r:C 5 ' (= ' t: C: \Is \Master KLM Engineering Surface Inspection Report.doc ,, fir ) / i, fi Or fR( P• Va' Fl E D KLM Engineering Surface Inspection Report At n KLM Project # . . - ( City /Tank: fi O 4� L,k6 1 Report by: , Date: -- 23. (2 - --(() Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO l Comments: Abrasive Blasting: L 7 /� Exterior SSPC -SP- Location: / " , 5 '` ) f `(>'04`" Interior Wet SSPC -SP- Location: G'C.: Yi L., ) Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PH Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry // IZTf C,�, ments: l P' 3 '� r! C i! C'J`' '�'JdK�� ? A Nf i, 6 72 ) Pr G ' ' f'∎ , - )f €i j)Y TG-os2 N t S t • G Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd r C m ments: - 4 c= 4 d , i f', 1 ' u C.-': G a G ] 10 _ 0 , - 5 / A" • `' (N tY � b E i 9 p/2.- rs ��2 ' Coatings Applied: Coat No. # Paint Man. Name & Number I Part A # Part B # Color & # 5'- Z Exterior ri r=y t 4' kc 2 0 / ; P: 2O •'92 -1 l tertar�� - 7 o _r 2- (, 4 I a ' -g o1,537-6 ` • i = '� G QL 6 p, - ,MIt iorDTy' Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior — , ii , ;. S 5 - 61, .� U Interior Dr y ==I. — . r r r ri ■ t Coat No. # Mixing Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior - 2. U / h L 410 O? - 71 Iritur reset, t Interior Dry ' OR(4 Ventilation: OP If Yes: " at Type ? - -�� How Many? Hours of Ventilation: Co�mements: „dm � �. t A ----, - tit, , . / 4 Al J C -ts c,' A L .: 2 'Y�'f,;t ► ( dam ' ?, .► ig C :Us \Master KLM Engineering Surface Inspection Report.doc KLM Engineering Surface Inspection Report KLM Project # r ` ' City / Tank: f / I oI` /t►! --- Report by: �� `� Date: —( j---- % 0 Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO Comments: Abrasive Blasting: �� Exterior SSPC -SP- Location: _ C9 Interior Wet SSPC -SP- Location: C, l Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PH Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments. td&S PA55 � 0 �- nu - • 3i / o.)ta2e LOw,.) ` ° :(0 ° t.. -i h CeFe ` I - r /} / !t✓ _ Cu <✓ Al; L y L u SEO 55 el j#iG- ♦ C ,e Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd Comment A: r -- - AY' L �� ..I L S C S' 4i NQ e 1 L- Ue P&P - f - Coatings Applied: Coat No. # Paint Man. Name & Number Part A # Part B # _ Color & # Exterior t P4' M.0 MP 7 h /3+ I 5 4;M e vc- 1_4E 03 0 interturintet /9p-i 2 Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior -3 9 AtQit yiPviy nterivr -Wet- - y - y r. 30 Coat No. # Mixing Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior DRILL ao inter -i.or_ Wet - Intepier -Dry ( [.0 Ventilation: NO If Yes: What Type? � How Many? Hours of Ventilation: Comments: C :Us \Master KLM Engineering Surface Inspection Report.doc KLM Engineering Surface Inspection Deport KLM Project # - 7 City / Tank: \ U` �� Report by: [a ]; ! Date: I / h Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO Comments: Abrasive Blasting: Exterior SSPC -SP- Locatio / ' 6 5 5 Interior Wet SSPC -SP- Location: 55 -opr -- / 2 Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PII Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments: Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd Comments: ri PAO(r) 1- e T #(6 (Z 4r) 717 A Y/ )6 Coatings Applied: Coat No. # t Paint Man. Name & Number Part A # Part B # Color & # � °° / C_ Exterior T t /ia'1 - 7 3 /cc-J 6 1667 et p 2.1 IAL Li 4-e - R( d Interior Wet„ ,intetior TIT al<e 2C (00 5500‘ Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior `y r� 5 Ali y -5f1' / ; Interior rl Coat No. # Mixin • Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior ILL 2.0 7© ` 7 Ventilation: YES N If Yes: t Type? / COT' k How Many? Hours of Ventilation: Comments: ' I - 5 ) / IA L ,{ , � ettoet/ C: \Is \Master KLM Engineering Surface Inspection Report.doc KLM Engineering Surface Inspect' Report KLM Project # c i 1 _ City / Tank: g( OR �— "t DW Report by: Date: —I 0 Surface Preparation: Defects Fotmd: YES (1 9J Defects Corrected: YES / NO Comments: Abrasive Blasting: { Exterior SSPC -SP- � 0 Location k)U Q _ (5) L E — ant&riorAVet SSPC -SP- ( Location: C o ‘,/,1-5-1? S (f) Interior Dry SSPC -SP- Location: Abrasive Type: - 03 0 ..5-; ic,K1 Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PII Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments: P--14,9171D 555 5 XP) c-(ON ;61)Y Compressor: Manufact a Size No. of Nozzles Output # Blotter Test Ok'd 1N 6 So L KAP P t 2 — i Z — O f_55 S Comments: Coatings Applied: Coat No. # Paint Man. Name & Number Part A # Part B # Color & # Exterior ( 5 ,'.✓o IN' et•OE s e't C� i 0 L cr8 r4 % Interior Wet Interior Dry Coat No. # D.F.T Before W.F.T. Rang plication Time Hrs. Uncoated Exterior I -- 3 — Y t <<.,R (2 400 ( Interior Wet Interior Dry Coat No. # Mix'n ; Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior Interior Wet Interior Dry Ventilation: YES If Yes: What Type? How Many? Hours of Ventilation: 4 Comments: R Z ts: EA 54AL �P)' /6P kft C: \Is \Master KLM Engineering Surface Inspection Report.doc KLM Engineering Surface Inspecti Report 7 = Th Pi Op KLM Project # c? / —7 City / Tank: l / p Report by: Date: —/U Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO Comments: Abrasive Blasting: Exterior SSPC -SP- Location: 3 c frr ( Interior Wet SSPC - Location: c ' 19 7C -1— 6 Zclr- 41 � Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PH Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments: Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd Comments: 7- S D V-,14 � >� 5 � e.� ( � �� � V r✓ �� �Uri1`= � - * � k �'w� a/6- Coatings Applied: Coat No. # Paint Man. Name & Number Part A # Part B # Color & # Exterior 2— jjt iii E C C2' "(La :7 20 32r 3c=r 7 -= Interior Wet Interior Dry Coat No. # D.F.T B -fore W.F.T. Range A:,•lication Time Hrs. Uncoated Exterior , /L�jL;� ' • Interior Wet Interior Dry Coat No. # Mixin Method Thinner / % Sweat Time Storage Temp Temp Exterior 2 5-�j L A' wea �-G G 6 Interior Wet Interior Dry Ventilation: YES 1 If Yes: What Type? How Many? ( Hours of Ventilation: Comments: � R I IAJ O) �6� 5 Q1) f q- (-0(.7 C : \Is \Master KLM Engineering Surface Inspection Report.doc KLM Surface Inspection Report KLM Project # / City / Tank: i }�( 1 OK Li) X � - k'J t-�� 54 Report by: J\' _ f Date: /U _ 5 - /0 Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO Comments: Abrasive Blasting: / Exterior SSPC -SP- Location: L ='Z c Pr 4 - $77 v P1 3 -1-.L G=-S Interior Wet SSPC -SP- Location: /—(& i'•ZvN 474- L A Gcvr- n Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PII Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Jk u 5 c V) i Comments: � pc.-1- --- C_ n L � U Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd Comm } s: L0 9 1 & 'h cc0 (v L . l �-/C'�f r / <i o/ . ' i Pi\-J Coatings Applied: Coat No. # Paint Man. Name & Number Part A # Part B # Color & # , (OA )' Exterior I T pt & .C) 2 705 3 Z5 0 ---- E Interior Wet , ,,_ ,-- *z L Iftt - 3 - 4- c-goI o/- 7 i'3 `>< c (I 7 - goo V/120 5S (G= l 0 rA l t 1pI G ►;LI Coat No. # D.F.T Before W.F.T. Range Application Time Hrs. Uncoated Exterior / - 3-- V f y-o (C4 / i tic Interior Wet Interior Dry '3 C, 7 -- Li A) L to rZ 1 1 q 7 Coat No. # Mixing M Thinner / % Sweat Time Storage Temp Mixing Temp Exterior /117` 7 '�i C K G', ,fir c` " C.. Interior Wet Interior Dry / 5 - ak 20 6S 70 r Ventilation: YES NO If Yes: What Type? IIow Many? Hours of Ventilation: Comments: CO( , , z 2 1 i 6 t w o 6-5 6 c ) 1 C:Us1Master KLM Engineering Surface Inspection Repor t.doc KLM Engineering Surface Inspectiioon Report KLM Project # , / • %'� / City ( / ,1 - 4— Report by: r �r Date: /0 — C -- /0 Surface Preparation: Defects Found: YES / NO Defects Corrected: YES / NO Comments: Abrasive Blasting: / Exterior SSPC -SP- Location: l/e�+ CA- L �?7tI' o - O w 3 LE- 6-5' Interior Wet SSPC -SP- Location: / © at'z co �v Interior Dry SSPC -SP- Location: Abrasive Type: Additive: Sample Submitted: YES / NO Vial Test Approved: YES / NO PH Results Cleaning Method Anchor Profile Min Max Testex Tape Samples Exterior Interior Wet Interior Dry Comments: Compressor: Manufacture Size No. of Nozzles Output # Blotter Test Ok'd Com • nts: `' t e c $ / f ) 5 5 E 5 /Z yL C-- o (1`I` ANLVIIT _ © ^ ti -- ' -- Coatings Applied: _ Coat No. # Paint Man. Name & Number Part A # Part B # Color & # Exterior /�C,�t1CvN 2/g XNtCz� �c Rqr- �0 l� f b F'� 1 ,Jc 8 ( Interior Wet Interior Dry Coat No. # D.F.T Before W.F.T. Range lication Time Hrs. Uncoated Exterior '3 C , - 3 , t� /k W ' ' Interior Wet Interior Dry Coat No. # Mixing Method Thinner / % Sweat Time Storage Temp Mixing Temp Exterior f� C � - y C ' Interior Wet Interior Dry Ventilation: YES No If Yes: What Type? How Many? Hours of Ventilation: Cowmenj: 4..)A- L tii 5 4 55c S C/r S 6 6 C: \ls \Master KLM Engineering Surface Inspection Reporl.doc VRI0 , 0 . , V irn 41 411.1 00 MEMORANDUM DATE: Tuesday, May 24, 2011 TO: Janet Ringberg FROM: Lynda Allen RE: Building Permit #10 -0420 Clear Wireless LLC, 4741 Tower Street S.E. This memo authorizes the return of the $500.00 landscape deposit for the above property. All requirements have been complied with and the file is closed. Please return the deposit to: Selective Site Consultants, Inc. Attn: Debra Weiss 7803 Glenroy Road, Suite #120 Bloomington, Minnesota 55439 Thank y/ . e v 4P ' 2. ci''ecAl,..4.01—'-- P :. . Alb , di e Kansier, t uild ng Services Assistant : ilding & Transportation Services Dir.