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i() 9CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd
(L3 /IN /O. 1
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT f
j1‘'NESO
1. white File PERMIT NO. 1
2. Pell City /�
3. Yellow Applicant
(Please type or print and sign at bottom)
ADDRESS
4741 Tower Street ( VJATER.. TO', E ZONINIF �G7(office use)
LEGAL DESCRIPTION(office use only)
LOT BLOCK ADDITION PID 25-902-0240 J
OWNER
(Name)City of Prior Lake (Phone)(952)447-9807
(Address) 16200 Eagle Creek Avenue SE,Prior Lake,MN 55372
BUILDER
(Company Name)T-Mobile Central LLC (Phone)(952)833-4013
(Contact Nam ,=='tt- s ii/t(u-----1,--- (Phone)(952)833-4013
(Address) 8000 West 78th Street, Suite 400,Edina,MN 55439
TYPE OF WORK ❑New Construction ['Deck ['Porch ❑Re-Roofing ORe-Siding ['Lower Level Finish ❑Fireplace
['Addition ®Alteration ❑Utility Connection
CODE: ❑I.R.C. I.B.C.® ❑Misc:
Type of Construction: I II III IV V A B
Occupancy Group: ABE F HI MR SU PROJECT COST/VALUE $ 4,500.00 _
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
official can revoke this permit for just cause. Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
X is// / a//
Signature Contractor's License No. /Date
Permit Valuation 5000. - Park Support Fee # $
Permit Fee $ SAC #
$
Plan Check Fee $ Water Meter Size 5/8"; 1"; $
"1(0.54
State Surcharge $ 2.So Pressure Reducer $
Penalty $ Sewer/Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer&Water Permit Fee $ Other L.A � De 6S GR a o,.. $
tJS OOpo
Gas Fireplace Permit Fee $ TOTAL DUE $ co'
1 rQ,,Iq
This Applic, i i 13, o 1 •Yo d.ding P•.e•' .b A proved7
/ ��,1 Paid , - i- . R ipt No. lv 4'�J74,
k A.A figs, 4
' Date i - .7 /Z B
1 -7,
tui ding Official D=te
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.
3—/--
arming Direc /c
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
ki
KLM ENGINEERING INC.
P.O.Box 897.3394 Lake Elmo Ave.N.•Lake Elmo,MN 55042
(651)773-5111•Fax(651)773-5222
February 24,2012
By E-Mail Only
Bob Hutchins
City of Prior Lake,MN
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Final Review of the Proposed T-Mobile Antenna Upgrades on Tower Street Tower in
the City of Prior Lake—T-Mobile site A1P420
KLM Project MN 2899
Dear Mr. Hutchins:
KLM has completed a final review of the proposed T-Mobile antenna drawings on the Tower
Street water tower. It appears that most of our previous comments, observations and
recommendations have been addressed, (KLM is still waiting to for the structural review) 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, with the following caveat, which we believe should be addressed by T-
Mobile.
We had previously noted that a structural analysis has not been provided to KLM Engineering. In
fact,Ulteig has a note stating that they did not perform a structural analysis for the new antenna
loadings. If a previously prepared structural analysis shows the tower provides adequate structural
capacity(using all available antenna mounts),that should be provided to KLM for review to show
that due diligence has been performed.
It should be noted that a preconstruction meeting is not required for these small upgrade installations.
However it is imperative that The City and or the contractor notify KLM in advance of all shop and
field inspections. I will be in charge of KLM's scheduling for this project. If you have any questions,
feel free to contact me at 651-773-5111.
Sincerely,
KLM Engineering,Inc.
Kelly Mulhem
Project Supervisor
CC: KLM\Office File
acorn Samba.Database\Prior Lake Tower Street\Antenna'T-Mobile MN 2899 T-Mobile Al P420 upgrade Drawing approval.doc
Garrison,Verna
From: Garrison,Verna
Sent: Monday,January 09,2012 8:55 AM
To: 'Bob Hutchins'
Cc: Jerilyn Erickson;Joe Wiita;Jeff Matzke; Larry Poppler
Subject: RE:Al P0420A 4741 Tower Street:T-Mobile Building Permit Application-Status Inquiry
Thank you for the detail explanation, I will send both checks to your attention as soon as I get them.
From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com]
Sent: Monday, January 09, 2012 8:50 AM
To: Garrison, Verna
Cc: Jerilyn Erickson; Joe Wiita; Jeff Matzke; Larry Poppler
Subject: RE: A1P0420A 4741 Tower Street: T-Mobile Building Permit Application - Status Inquiry
Ms. Garrison. The KLM Engineering Inc plan review fee$500.00 and inspection services fee of S2500.00 which equals$3000.00,will need
to be paid up front before they will start their review of the plans. AIso if any deficiencies on the plans are noted during KLM's review,they
will need to he addressed before the building permit can be issued. The building permit can be paid for before KLM review is approved or it
can he paid when picking up the building permit.
We await the$3000.00 fee for the KLM review. Thank you
0
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: Garrison, Verna [mailto:Verna.Garrison@T-Mobile.com]
Sent: Monday, January 09, 2012 7:53 AM
To: Bob Hutchins
Cc: Jerilyn Erickson; Joe Wiita; Jeff Matzke; Larry Poppler; Frank Boyles; Suesan Pace
Subject: RE: A1P0420A 4741 Tower Street: T-Mobile Building Permit Application - Status Inquiry
Mr. Hutchins,
The check for the escrow fee should arrive this week which I will send to you as soon as it arrives. I have the check for the
building permit fee in hand, can the permit be picked up now or should I wait until I have the check for the escrow fee?
Thanks,
Verna Garrison
T-Motile Central LLC
8000 West 78th St.,Ste 400
Edina,MN 55439
Desk:(952)833..4013
Fax:(952)833 41108
verna.garrison@t-mobile.com
From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com]
Sent: Wednesday, December 14, 2011 2:37 PM
To: Garrison, Verna
Cc: Jerilyn Erickson; Joe Wiita; Jeff Matzke; Larry Poppler; Frank Boyles; Suesan Pace
Subject: RE: A1P0420A 4741 Tower Street: T-Mobile Building Permit Application - Status Inquiry
Ms.Garrison, I would like to inquiry as to the status of the Tower Street project.KLM is able to conduct the review of the project after their
$3000.00 plan review and inspection fee is paid to the city. If there is any information I can provide or further explanation required,please
email me. Thank you
1 of 5
KLM ENGINEERING, INC. Invoice
- ,7.7P.O. Box 897 = i- - \x-
3394 Lake Elmo Ave. N. 01 ,I
MAR 13DATE INVOICE NO.
Lake Elmo, MN 55042 _ 3/8/2012 4488
By__
CUSTOMER PROJECT DESCRIPTION
City of Prior Lake T-Mobile Upgrade
Bob Hutchins Tower St. Tower
4646 Dakota St SE Prior Lake, MN
Piror Lake, MN 55372 Drawing Review
P.O. NO. TERMS PROJECT
Net 15 MN2899 T-Mobile
DESCRIPTION QTY RATE AMOUNT
Antenna Review- 1st&2nd Rev Fixed Fee 1 500.00 500.00
Antenna Review- Structural Analysis 1 300.00 300.00
A , :/,„, ikirvo ( c,_ A, 4),(7.70"iini___
i 30 _ cci63:— P6-VC&J 0 V'
gfLe
I. L 7A.(.. TiA-7-- -1-61. 7w(c_L-
ti
.____
\like\ DT-- ocu-e- Cep u,r(./2z)4,7500.
( ev16.0.0
Make all checks payable to KLM ENGINEERING, INC. For questions Total
call Kelly Mulhern at(651) 773-5111 $800.00
KLM ENGINEERINGINC.
P.O.Box 897.3394 Lake Elmo Ave.N.•Lake Elmo,MN 55042
(651)773-5111•Fax(651)773-5222
November 29, 2011
Mr. Bob Hutchins By FAX Only
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Proposal for the T-Mobile Antenna Upgrade(Review and Inspection) on the Tower
Street Tower Located in Prior Lake,Minnesota. KLM Project No.MN 2899
Dear Mr. Hutchins;
This letter into confirm the above referenced project estimated costs as follows:
Antenna Review(1st and 2nd) Fixed Fee $500.00
Any additional reviews will be charged at$300.00 per review.
Inspection Services Fixed Fee $2,500.00
(Includes 2 shop visits within a 80 mile radius—2 trips for coating inspection and 1 pre-
construction meeting)
If additional inspections are required or KLM 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 KLM Engineering Inc. KLM cannot proceed with
work on this project until we receive a signed contract. If you have any questions please call
me at 651-773-5111.
Please fax the signed proposals to Michelle at 651-773-5111 or email at
msvlte(a,klmengineering.com.
City of Prior Lake Date
Sincerely,
KLM Engineering Inc.
/1,.. C, Azg_____
Kelly C. Mulhern
Project Supervisor
KCM/ms
C:\ms\Proposals 2011\MN2899PriorLakeT-MobileTowerStreetl 1-29-11
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White -Building
yI �P Canary -Engineering
LANES° Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT I - o g I
APPLICATION RECEIVED 1 0 4—
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
Accepted Accepted With Corrections
Denied
j
Reviewed By: �!'f Date: .1/ /
Comments: r- ,,,6'1 774-6( A/
q - - dP 00 i i A0 1 /26 ' 'VS 17�-vc-f7 arj
!04✓0 i'-G!- 77- ite4e75. X2 /
44),D 4-l' �Ga,tS�rNt� lis
"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."
•
I■ . . I■ IT
® itMobile
Me
T-Mobile Central LLC
8000 West 78th St
Suite 400
Edina, MN 55439
October 7, 2011
City of Prior Lake
Attn: City Manager
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372
RE: Water Tower Antennae Agreement dated May 30, 2000 between the City of Prior Lake,
Minnesota and T-Mobile Central LLC("Agreement")
Site: Al P0420A/Water Tower at 4741 Tower Street
Dear Landlord,
The Agreement authorizes T-Mobile to use its premises for the operation and maintenance of its
wireless communications facility.
This letter is a notice that T-Mobile needs to perform work on its communications facility and to
modify its facility which is generally described in Exhibit 1 attached hereto. The work is
comparable to routine maintenance work that we do, and will not interfere with your business or
tenants. We tentatively anticipate this work being performed in the ordinary course of business
within the next 90 days and will be performed in compliance with non-interference requirements
and with laws and regulations.
Please sign the acknowledgement below and return this letter to the attention of Verna Garrison at
the address above. Should you have any questions, please call her at(952)833-4013 or email
her at verna.garrison@t-mobile.com.
Sincerely,in
\a.
Mark Holm
Real Estate &Zoning Manager
Acknowledged, Agre-d and Approved:
City .f Pri"r Lake, innesota /
dA. A� Date /O Flo 11
Na e: -e•
Title
USA,Inc.
8000 West 78th Street,Suite 400
Edina,MN 55439
1
PRIOR LAKE DEPART
BUILDINGTMENAND INSPECTION
INSPECTION
RECORD;
SITE ADDRESS 4-7 4-1 ' -- S I
TYPE OF WORK /M1 tE/UAW f7I 6tt4 iO&
USE OF BUILDING L/L /,2
PERMIT NO. / 2-. 53 DATE ISSUED 3, 2 - 12--
BUILDER
ZBUILDER / f")v5f(.6 PHONE # 'x3 . 4-0(.
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR DATE
ammo
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
OPIPPIPM11111,
LFINAL
• FOR ALL INSPECTIONS (952) 447-9850
Energy I Water I Built-Environment
Ultei
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
professional engineer under the laws of the
State of Minnesota
Date: 2-29-12 Reg. No. 47985
f
February 29, 2012 1'
Isaac Odland
Subject: Proposed T-Mobile Microwave Dish
Site: A1P420-Prior Lake Water Tower
Address: 4721 Tower Street
Prior Lake, MN
Job No.: 11.00513
To Whom It May Concern:
Per your direction,Ulteig Engineers has completed the requested evaluation of the existing wireless
communications site located at the address listed above for the installation of a proposed microwave
dish. The evaluation was completed using loading as required by the AWWA Code, AISC 13th
Addition, and previous construction drawings, and information provided by others. The following
microwave dish and antenna information was used in the evaluation.
Existing and Proposed Microwave Dish and Antenna Loading
Microwave Dish/Antenna Centerline Dimensions Comment
Elevation
(2) PSCA085-18-0 Antennas 85'± 72.4"x5.1"x3.4" Existing
(1)TMBX-6517-R2MAntenna 85'± 84"x12"x6.5" Existing
(1) VHLP2-18/B Dish 85'± 25.9"Diameter Proposed
(If this information or the information contained in this report and analysis is incorrect,this report and
analysis are to be considered void and the correct information is to be given to Ulteig Engineers to allow
for a revised analysis and report.)
Subject: Proposed T-Mobile Microwave Dish
Site: A1P420—Prior Lake Water Tower
Address: 4741 Tower Street
Prior Lake,MN
Job No: 11.00513
Page 2
Results
Gamma Sector: The proposed microwave dish in the gamma sector will be attached to a vacant pole
mount on an antenna frame. An evaluation was performed to determine the adequacy of the existing
antenna frame and connection to the leg of the water tower to support the proposed microwave dish
along with the existing antennas listed in the table above. From the evaluation it was determined that
the existing antenna frame and connection to the leg of the water tower is structurally adequate to
support the existing antennas listed in the table above. Refer to the attached calculations for more
information.
Globally: The increase in loading on the existing structure, as a result of installing the proposed
microwave dish, is considered minimal and it will not diminish the structural integrity of the existing
water tower structure.
Required Modifications
No modifications are required.
Comments:
The dish/antenna mounts and frame on the water tower located at the address listed above are adequate
to support the existing antennas and proposed microwave dish listed in the table above provided all of
the information given to Ulteig Engineers is correct.
This report is based on the following:
1. All materials in good condition.
2. All members are in place and intact.
If you are aware of any information that is contrary to that which is contained in this report and
analysis, or if you are aware of any defects arising from the original design,material, fabrication, or
erection,you should disregard this report and contact Ulteig Engineers.
If you should have any questions regarding this report or the associated analysis please contact me at
(763)571-2500.
Thank you,
Isaac Odland,PE
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Job No Sheet No Rev
Software licensed to 2R61 MQ1 Part
Job Title Ref
By Date28-Feb-12 Chd
Client File Horizontal Pipe.std Date/Time 28-Feb-2012 14:46
t.38 000 m
,21 MD ie
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Print Time/Date:28/02/2012 17:09 STAAD.Pro V8i 20.07.05.15 Print Run 1 of 1
Tuesday, February 28, 2012, 05:11 PM
****************************************************
* *
* STAAD.Pro
* Version 2007 Build 05
* Proprietary Program of
* Bentley Systems, Inc.
* Date= FEB 28, 2012
* Time= 17:10:16
* *
* USER ID: 2R61MQ1
****************************************************
1. STAAD SPACE
INPUT FILE: Horizontal Pipe.STD
2. START JOB INFORMATION
3. ENGINEER DATE 28-FEB-12
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT FEET POUND
7. JOINT COORDINATES
8. 1 0 0 0; 2 4 0 0; 3 6 0 0; 4 8 0 0; 5 12 0 0
9. MEMBER INCIDENCES
10. 1 1 2; 2 2 3; 3 3 4; 4 4 5
11. DEFINE MATERIAL START
12. ISOTROPIC STEEL
13. E 4.176E+009
14. POISSON 0.3
15. DENSITY 489.024
16. ALPHA 6E-006
17. DAMP 0.03
18. END DEFINE MATERIAL
19. MEMBER PROPERTY AMERICAN
20. 1 TO 4 TABLE ST PIPS20
21. CONSTANTS
22. MATERIAL STEEL ALL
23. SUPPORTS
24. 3 FIXED
25. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
26. JOINT LOAD
27. 1 4 FY -21 FZ -37
28. 2 FY -38 FZ -102
29. 5 FY -34 FZ -53
30. MEMBER LOAD
31. 1 TO 4 UNI GY -3.7
32. 1 TO 4 UNI GZ -3.6
33. PERFORM ANALYSIS
PROBLEM STATISTICS
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 5/ 4/ 1
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 12 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 24
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.0/ 236085.1 MB
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Horizontal Pipe.anl Page 1 of 4
Tuesday, February 28, 2012, 05:11 PM
34. PRINT SUPPORT REACTION LIST 3
SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = SPACE
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
3 1 0.00 158.40 272.20 0.00 34.00 44.00
************** END OF LATEST ANALYSIS RESULT **************
35. PRINT MAXFORCE ENVELOPE LIST 1 TO 4
MEMBER FORCE ENVELOPE
ALL UNITS ARE POUN FEET
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX -21.00 0.00 1 113.60 4.00 1
-37.00 0.00 1 0.00 0.00 1 0.00 0.00 1
MIN -35.80 4.00 1 0.00 0.00 1
-51.40 4.00 1 -176.80 4.00 1 0.00 4.00 1
2 MAX -73.80 0.00 1 268.60 2.00 1
-153.40 0.00 1 -176.80 0.00 1 0.00 0.00 1
MIN -81.20 2.00 1 113.60 0.00 1
-160.60 2.00 1 -490.80 2.00 1 0.00 2.00 1
3 MAX 77.20 0.00 1 312.60 0.00 1
111.60 0.00 1 -240.80 2.00 1 0.00 0.00 1
MIN 69.80 2.00 1 165.60 2.00 1
104.40 2.00 1 -456.80 0.00 1 0.00 2.00 1
4 MAX 48.80 0.00 1 165.60 0.00 1
67.40 0.00 1 0.00 4.00 1 0.00 0.00 1
MIN 34.00 4.00 1 0.00 4.00 1
53.00 4.00 1 -240.80 0.00 1 0.00 4.00 1
********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********
36. PRINT SECTION DISPL LIST 1 TO 4
MEMBER SECTION DISPLACEMENTS
UNIT =INCHES FOR FPS AND CM FOR METRICS/SI SYSTEM
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Horizontal Pipe.anl Page 2 of 4
Tuesday, February 28, 2012, 05:11 PM
MEMB LOAD GLOBAL X,Y,Z DISPL FROM START TO END JOINTS AT 1/12TH PTS
1 1 0.0000 -0.2257 -0.3888 0.0000 -0.2081 -0.3590
0.0000 -0.1907 -0.3293 0.0000 -0.1734 -0.2998
0.0000 -0.1563 -0.2708 0.0000 -0.1396 -0.2422
0.0000 -0.1232 -0.2144 0.0000 -0.1073 -0.1873
0.0000 -0.0921 -0.1612 0.0000 -0.0775 -0.1362
0.0000 -0.0637 -0.1125 0.0000 -0.0508 -0.0902
0.0000 -0.0389 -0.0695
MAX LOCAL DISP = 0.01786 AT 28.00 LOAD 1 L/DISP= 2688
2 1 0.0000 -0.0389 -0.0695 0.0000 -0.0333 -0.0597
0.0000 -0.0281 -0.0505 0.0000 -0.0232 -0.0418
0.0000 -0.0187 -0.0338 0.0000 -0.0146 -0.0264
0.0000 -0.0110 -0.0199 0.0000 -0.0078 -0.0141
0.0000 -0.0051 -0.0092 0.0000 -0.0029 -0.0053
0.0000 -0.0013 -0.0024 0.0000 -0.0004 -0.0006
0.0000 0.0000 0.0000
MAX LOCAL DISP = 0.01711 AT 12.00 LOAD 1 L/DISP= 1402
3 1 0.0000 0.0000 0.0000 0.0000 -0.0004 -0.0006
0.0000 -0.0016 -0.0023 0.0000 -0.0034 -0.0050
0.0000 -0.0060 -0.0087 0.0000 -0.0092 -0.0134
0.0000 -0.0130 -0.0190 0.0000 -0.0174 -0.0254
0.0000 -0.0224 -0.0327 0.0000 -0.0279 -0.0407
0.0000 -0.0338 -0.0495 0.0000 -0.0403 -0.0589
0.0000 -0.0472 -0.0690
MAX LOCAL DISP = 0.01882 AT 12.00 LOAD 1 L/DISP= 1274
4 1 0.0000 -0.0472 -0.0690 0.0000 -0.0622 -0.0910
0.0000 -0.0787 -0.1151 0.0000 -0.0965 -0.1411
0.0000 -0.1156 -0.1689 0.0000 -0.1356 -0.1983
0.0000 -0.1565 -0.2289 0.0000 -0.1782 -0.2607
0.0000 -0.2005 -0.2934 0.0000 -0.2233 -0.3269
0.0000 -0.2464 -0.3609 0.0000 -0.2698 -0.3952
0.0000 -0.2933 -0.4297
MAX LOCAL DISP = 0.02538 AT 20.00 LOAD 1 L/DISP= 1891
************ END OF SECT DISPL RESULTS ***********
37. PARAMETER 1
38. CODE AISC UNIFIED
39. FYLD 5.04E+006 ALL
40. UNT 6 ALL
41. LZ 6 ALL
42. LY 6 ALL
43. LX 6 ALL
44. METHOD ASD
45. CHECK CODE ALL
STAAD.PRO CODE CHECKING - ( AISC-360-05-ASD)
ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Horizontal Pipe.anl Page 3 of 4
Tuesday, February 28, 2012, 05:11 PM
1 ST PIPS20 (AISC SECTIONS)
PASS Clause H1/2 0.218 1
0.00 T -176.80 113.60 4.00
2 ST PIPS20 (AISC SECTIONS)
PASS Clause H1/2 0.571 1
0.00 T -490.80 268.60 2.00
3 ST PIPS20 (AISC SECTIONS)
PASS Clause H1/2 0.579 1
0.00 T -456.80 312.60 0.00
4 ST PIPS20 (AISC SECTIONS)
PASS Clause H1/2 0.306 1
0.00 T -240.80 165.60 0.00
46. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= FEB 28,2012 TIME= 17:10:16 ****
************************************************************
* For questions on STAAD.Pro, please contact
* Bentley Systems Offices at the following locations
* *
* Telephone Web / Email
* *
* USA: +1 (714)974-2500 *
* CANADA +1 (905)632-4771 detech@odandetech.com *
* UK +44(1454)207-000 *
* SINGAPORE +65 6225-6158 *
* EUROPE +31 23 5560560 *
* INDIA +91(033)4006-2021 *
* JAPAN +81(03)5952-6500 http://www.ctc-g.co.jp
* CHINA +86 10 5929 7000 *
* THAILAND +66(0)2645-1018/19 partha.p@reisoftwareth.com *
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* Worldwide http://selectservices.bentley.com/en-US/
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************************************************************
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Horizontal Pipe.anl Page 4 of 4
Job No Sheet No Rev
1
Software licensed to 2R61MQ1
Parl
Job Title
Ref
By DatE28-Feb-12 Chd
Client File Vertical Pipe.std Date/Time 28-Feb-2012 15:02
190.lb
.272 00010
Iz
MOOD lb
N
Print Time/Date:28/02/2012 17:14 STAAD.Pro V8i 20.07.05.15 Print Run 1 of 1
Tuesday, February 28, 2012, 05:15 PM
****************************************************
* *
* STAAD.Pro *
* Version 2007 Build 05
* Proprietary Program of
* Bentley Systems, Inc.
* Date= FEB 28, 2012
* Time= 17:15:23
* *
* USER ID: 2R61MQ1 *
****************************************************
1. STAAD SPACE
INPUT FILE: Vertical Pipe.STD
2. START JOB INFORMATION
3. ENGINEER DATE 28-FEB-12
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT FEET POUND
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 2.5 0; 3 0 5 0
9. MEMBER INCIDENCES
10. 1 1 2; 2 2 3
11. DEFINE MATERIAL START
12. ISOTROPIC STEEL
13. E 4.176E+009
14. POISSON 0.3
15. DENSITY 489.024
16. ALPHA 6E-006
17. DAMP 0.03
18. END DEFINE MATERIAL
19. MEMBER PROPERTY AMERICAN
20. 1 2 TABLE ST PIPS40
21. CONSTANTS
22. MATERIAL STEEL ALL
23. SUPPORTS
24. 2 FIXED
25. LOAD 1 LOADTYPE NONE TITLE LOAD CASE 1
26. JOINT LOAD
27. 1 3 FY -190 FZ -272
28. PERFORM ANALYSIS
PROBLEM STATISTICS
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 3/ 2/ 1
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 6 DOF
TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 12
SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.0/ 236084.7 MB
29. PRINT SUPPORT REACTION LIST 2 3
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Vertical Pipe.anl Page 1 of 4
Tuesday, February 28, 2012, 05:15 PM
SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = SPACE
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
2 1 0.00 380.00 544.00 0.00 0.00 0.00
************** END OF LATEST ANALYSIS RESULT **************
30. PRINT MAXFORCE ENVELOPE LIST 1 2
MEMBER FORCE ENVELOPE
ALL UNITS ARE POUN FEET
MAX AND MIN FORCE VALUES AMONGST ALL SECTION LOCATIONS
MEMB FY/ DIST LD MZ/ DIST LD
FZ DIST LD MY DIST LD FX DIST LD
1 MAX 0.00 0.00 1 0.00 0.00 1
-272.00 0.00 1 0.00 0.00 1 190.00 T 0.00 1
MIN 0.00 2.50 1 0.00 2.50 1
-272.00 2.50 1 -680.00 2.50 1 190.00 T 2.50 1
2 MAX 0.00 0.00 1 0.00 0.00 1
272.00 0.00 1 0.00 2.50 1 190.00 C 0.00 1
MIN 0.00 2.50 1 0.00 2.50 1
272.00 2.50 1 -680.00 0.00 1 190.00 C 2.50 1
********** END OF FORCE ENVELOPE FROM INTERNAL STORAGE **********
31. PRINT SECTION DISPL LIST 1 2
MEMBER SECTION DISPLACEMENTS
UNIT =INCHES FOR FPS AND CM FOR METRICS/SI SYSTEM
MEMB LOAD GLOBAL X,Y,Z DISPL FROM START TO END JOINTS AT 1/12TH PTS
1 1 0.0000 -0.0001 -0.0121 0.0000 -0.0001 -0.0106
0.0000 -0.0001 -0.0091 0.0000 0.0000 -0.0077
0.0000 0.0000 -0.0063 0.0000 0.0000 -0.0051
0.0000 0.0000 -0.0039 0.0000 0.0000 -0.0028
0.0000 0.0000 -0.0019 0.0000 0.0000 -0.0011
0.0000 0.0000 -0.0005 0.0000 0.0000 -0.0002
0.0000 0.0000 0.0000
MAX LOCAL DISP = 0.00225 AT 17.50 LOAD 1 L/DISP= 13353
2 1 0.0000 0.0000 0.0000 0.0000 0.0000 -0.0002
0.0000 0.0000 -0.0005 0.0000 0.0000 -0.0011
0.0000 0.0000 -0.0019 0.0000 0.0000 -0.0028
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Vertical Pipe.anl Page 2 of 4
Tuesday, February 28, 2012, 05:15 PM
0.0000 0.0000 -0.0039 0.0000 0.0000 -0.0051
0.0000 0.0000 -0.0063 0.0000 0.0000 -0.0077
0.0000 -0.0001 -0.0091 0.0000 -0.0001 -0.0106
0.0000 -0.0001 -0.0121
MAX LOCAL DISP = 0.00225 AT 12.50 LOAD 1 L/DISP= 13353
************ END OF SECT DISPL RESULTS ***********
32. PARAMETER 1
33. CODE AISC UNIFIED
34. FYLD 5.04E+006 ALL
35. UNT 6 ALL
36. LZ 6 ALL
37. LY 6 ALL
38. LX 6 ALL
39. METHOD ASD
40. CHECK CODE ALL
STAAD.PRO CODE CHECKING - ( AISC-360-05-ASD)
ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED)
MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/
FX MY MZ LOCATION
1 ST PIPS40 (AISC SECTIONS)
PASS Clause H1/2 0.093 1
-190.00 T -680.00 0.00 2.50
2 ST PIPS40 (AISC SECTIONS)
PASS Clause H1/2 0.094 1
190.00 C -680.00 0.00 0.00
41. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= FEB 28,2012 TIME= 17:15:23 ****
************************************************************
* For questions on STAAD.Pro, please contact
* Bentley Systems Offices at the following locations
* *
* Telephone Web / Email
* *
* USA: +1 (714)974-2500
* CANADA +1 (905)632-4771 detech@odandetech.com *
* UK +44(1454)207-000
* SINGAPORE +65 6225-6158
* EUROPE +31 23 5560560
* INDIA +91(033)4006-2021
* JAPAN +81(03)5952-6500 http://www.ctc-g.co.jp
* CHINA +86 10 5929 7000
* THAILAND +66(0)2645-1018/19 partha.p@reisoftwareth.com *
* *
* Worldwide http://selectservices.bentley.com/en-US/
* *
************************************************************
C:\Users\ryan.mack\Desktop\Antenna Mount\STAAD\Vertical Pipe.anl Page 3 of 4
8 7 6 5 4 3 2 1
VICINITY MAP PROJECT DATA pypy
^ - O PROJECT AREA.
X
INTERIOR LEASE SPACE: 15' x 20'
EXTERIOR LEASE SPACE:
• PRIOR PARCEL AREA:
LAKE
SUBAY ZONING TYPE:
e D ■ ■ ■ ■ ■ ■ ® RES AVRnnI
LEGAL___DE`i RIB
S
ol) 11 e 0 TOWER STREET
BENCH MARK:
CELL SHE A1420
4741 TOWER STREET
PRIOR LAKE, MN
BASI
a CITY
OFPIORL ` EKEDATIE F0 BEARING I/L{ ELEVATION: 1017'
DATE OF SURVEY:
' 1 — 4-0 e 0
GENERAL NOTES CONDITIONS OF USE PERMIT CODES AND STANDARDS PROJECT TEAM LATITUDE: 4 w-4ZANTENNA 50CATION):
LONGITUDE: 93'-25'-28.60'
1 . THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, 1 C C ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED IMPROVEMENTS OWNER SURVEYOR ASSESSOR'S PARCEL NUMBER:
USING HES BEST SKILL AND ATTENTION. HE SHALL BE SOLEY INS CONSIDERED V ND N WATERemmons EDITION OF THE FOLLOWING PUBLICATIONS: T-MOBILE EGAN, FIELD k NOWAK, INC.
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, WITHIN CUSTOh E. IF WOR `
TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATIN�A IT WILL BE ASSU T R NO OBJE 7 z — _ 1 . ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C/0 VOICESTREAM WIRELESS CORP. 7415 WAYZATA BLVD.
ALL PORTIONS OF THE WORK UNDER THE CONTRACT. yp��yq�/�� �I NVEp'TC"T40W'�AE E RES O 2. ACI (AMERICAN CONCRETE INSTITUTE) 12920 SE, 38th STREET MINNEAPOLIS, AN 55426 _TITLE REPORT IDENTIFICATION:
C ❑ /� /'� �R- !�y,;,f,�r� •) t �DS FART 3. AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) BELLEVUE, WA 98006
2. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE AC W E ^'4vTr�I �J
SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS 4. AWS (AMERICAN WELDING SOCIETY)
INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL �yI+p�.,,R����( !,(/�q,��K/� Py� /('�� (+ �E ' ')'' 5. IBC INTERNATIONAL BUILDING CODE) EASEMENT NOTES;
SERVICE, AND OVERALL COORDINATION. m„ G M BNOIW D91Jti A' •/IN �Vr •1 A i NO I � r 6. MDOT (MINNESOTA DEPARTMENT OF TRANSPORTATION) SITE OWNER ELECTRICAL UTI ITI S
F N _ 7 ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)
3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS G R F7. L , I l i ; I i Be. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) CITY OF PRIOR LAKE NORTHERN STATES POWER
AND DIMENSIONS PRIOR TO SUBMITTING HIS BID, ANY 1 E F C D T `^ 1 ' • ' 9. NEC (NATIONAL ELECTRICAL CODE) 7
DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC. SHALL BE . THE WORK. 10. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
THE WORK,REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH � �yrE S AH woo s;hall tc! doTI ' 11 , NESC (NAT1011AL ELECTRICAL SAFETY COMMISSION) ) - ---
RE I E U N STAN OS. F E 12. OSHA (OCCUPATIONAL SAFETY AND HEALTHY ADMINISTRATION) I� I-I C•If7
n 4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE py E��{ {) (� (�Jy 13. UL UNDERWRITERS LABORATORIES, INC.] I lvr, I(JI I Y I
WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO �� �' �"""" ^• Ir )nln� "" " " �T 14, APPLICABLE :OCAL CODES AND ORDINANCES ARCHITECT/ENGINEER TELEPHONE UTILITIES D U L
THE GI EE L BE N IFIE F R C IFlCATIONS BEFORI'•'
NEW AND EXISTING CONSTRICTION, STRUCTURE, OR EQUIPMENT, K� w� �,.E ULTEIG ENGINEERS U.S. WEST
SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE " W $ u � ed in this reviev 5201 EAST RIVER ROAD
SATISFACTION OF THE TENANT OR BUILDING OWNER, OR SURE 308
OWNER'S REPRESENTATIVE, AT THE EXPENSE OF THE 18. P D E SA �7 _t, D IMES . DESIGN CRITERIA MIINNOEM3LIS, MN 55421 EL �) qN 2 :4 � ( z
CONTRACTOR.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL 19, CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND 6 I
REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS 1 . WIND: 80 MPH ZONING QUESTIONS NOTIFICATIONS
' I
&
APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL 2. EARTHQUAKE: UBC ZONE 0 Ip
ACCEPTANCE OF THE WORK UNDER THIS CONTRACT,
ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF AERIAL COMMUNICATIONS {- �! 3
I — —
01
PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS � 8000 WEST 78th STREET w_ _ z
6. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE ON THE PREMISE AT ALL TIMES. THESE ARE TO BE UNDER THE SUITE 400 ���""---- - - --
MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE CARE OF THE JOB SUPERINTENDENT. EDINA, AN 55439
STRICT CONTROL OVER JOB CLEANING THROUGHOUT
CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION
OF WORK, ALL AREAS ARE TO BE LEFT IN A BROOM CLEAN
CONDITION AT THE END OF EACH DAY, SCOPE OF WORK LEGEND ABBREVIATIONS DRAWING INDEX
7, THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY
DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED ARCH. ARCHITECT A AMPERE OR AMMETER
PROPERTY OF THE OWNER TO ORIGINAL CONDITION OR BETTER. THE FOLLOWING TABLE DELINEATES THE RESPONSIBILITIES OF DIFFERENT PARTIES INVOLVED IN COMPLETING THIS PROJECT, BLDG, BUILDING AF CIRCUIT BREAKER AMP FRAME(RATING) A1P420-TI . . . . . PROJECT INFORMATION AND GENERAL NOTES
R 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO �— DETAIL NUMBER C.B. CATCH BASIN AFF ABOVE FINISH FLOOR A1P420-Cl . . . . . SITE PLAN AND ENLARGED SITE PLAN
LOCATE UTILITIES, WHETHER SHOWN HEREIN ITEM FURNISHED BY INSTALLED BY REMARKS C.L. CENTER LINE A/C ABOVE GROUND A1P420-C2 . . . . LANDSCAPE PLAN
LOCATE ALL EXISTING
B NOT, AND PROTECT THEM FROM DAMAGE. THE 1 DETAIL CLG. CEILING ATS AUTOMATIC TRANSFER SWITCH A1P420-C3 . . . EQUIPMENT BUILDING PLAN VIEW AND SECTION VIEWS
CONTRACTOR SHALL BEM ALL EXPENSES FOR REPAIR OR CONC, CONCRETE AIC AMPERE INTERRUPTING CAPACITY A1P420-C4 . . . . . BUILDING FOUNDATION SECTIONS AND ELEVATION
p ANTENNA T-MOBILE CONTRACTOR $ � CONST. CONSTRUCTION CB CIRCUIT BREAKER A1P420-Al . . . . . SECTIONS AND ELEVATION
REPLACEMENT OF UTIUTIES OR OTHER PROPERTY DAMAGED IN CONTR, CONTRACTOR CKT CIRCUIT A1P420-S1 SECTIONS AND DETAILS
CONJUNCTION WITH THE EXECUTION OF WORK, COAX CABLE T- MOBILE CONTRACTOR DRAWING ON WHICH ORIGINAL DETAIL WAS DRAWN DET, DETAIL CU COPPER A1P420-52 DERAILS h PAINTING SPEC'S 13
X 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE JUMPER CABLES T-MOBILE CONTRACTOR BLANK DENOTES DETAIL IS ON SAME DRAWING DIA. DIAMETER GEN GENERATOR
SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND DIM, DIAGONAL GFI GROUND FAULT INTERRUPTER AIP420-El . . . . . POWER AND GROUNDING PLAN
UNTIL THE JOB IS COMPLETED PER I.B.C. LNA (LOW NOISE AMPLIFIER) T-MOBILE CONTRACTOR DIM. DIMENSION JB JUNCTION BO%
SECTION LETTER ON. DOWN KVA KILOVOLT AMPERE(S) STANDARD DRAWINGS (REVISION DWG'
10, ALL CONSTRUCTION WORK SHALL CONFORM TO THE I.B.C. AND 14DWG. DRAWING KW KILDWATT(S) STANDARD-A1S(1 ) STANDARD EQUIPMENT PLAN AND ELEVATION
ALL OTHER GOVERNING CODES. ALONG WITH THE GOVERNING - EA. EACH M METER STANDARD-S1S(4) STANDARD EQUIPMENT FOUNDATION PLAN, SECTIONS
RESTRICTIVE CODES. T-MOBILE EQUIPMENT BUILDING T-MOBILE CONTRACT A SECTION ELEC. ELECTRICAL ARTS MANUAL TRANSFER SWITCH AND DETAILS
7 EL. ELEVATION NF NON-FUSED STANDARD-525
T-MOBILE EQUIPMENT RACKS AND COMPONE T-MOBILE CONTRACT $ � .� (6) . STANDARD SITE IMPROVEMENT DEMOU?
11 . THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY EQUIP. EQUIPMENT N.LC. NOT IN CONTRACT STA0IBAILL>-585(2) . SIANIBARD A19ENNA MID GABLE WITH ALL LOCAL CODE REGULATIONS AND STATE DEPARTMENT GROUNDING KITS FOR COAX T-MOBILE CONTRACTOR DRAWING ON WHICH ORIGINAL SECTION WAS DRAWN E%1ST. EXISTING PNL pgyEl
OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL FTC. FOOTING PH PHASE
SAFETY (OSHA). REQUIREMENTS. REFER TO THE CODES SECTION ANTENNA MOUNTING PIPE T-MOBILE BLANK DENOTES SECTION IS ON SAME DRAWING GA GAUGE PVC POLYVINYL CHLORIDE
OF THIS SHEET. - - , GALV. GALVANIZED RCPT RECEPTACLE _
ANTENNA MOUNTING FRAME T-MOBILE CONTRACTOR I _ GAD. GROUND RGS RIGID GALVANIZED STELL
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY PERMTIS, - H.M. HOLLOW! METAL SW SWITCH STANDARD-S5S(5) STANDARD MISCELLANEOUS DETAILS
LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE POWER DISCONNECT AND METER BOX T-MOBILE TOR ) ^ L.F. LINEAL FEET SYM SYMMETRICAL STANDARD-EIS(6) STANDARD ELECTRICAL DETAILS
OF THE WORK AND INCLUDE THOSE IN THE COST OF THE NO• MTL. METAL TEL TELEPHONE STANDARD-E2S(4) STANDARD ANTENNA COAX GROUNDING DETAILS
WORK TO THE OWNER. METER lfTILfl'( UTI mMe - - MIN. MINIMUM XFMR TRANSFORMER STANDARD-E3S(1 ) . STANDARD ANTENNA COAX GROUNDING INSTALLATION
WAVEGUIDE BRIDGE CONTRACTOR MISC, MISCELLANEOUS TYP TYPICAL STANDARD-NIS(2) . STANDARD GENERAL SPECIFICATIONS SHEET 1
13, FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, N.T.S. NOT TO SCALE U/G UNDERGROUND STANDARD-N2S(1 ) . STANDARD GENERAL SPECIFICATIONS SHEET 2
AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL O.C. ON CENTER V VOLT STANDARD-N3S( 1 ) STANDARD GENERAL SPECIFICATIONS SHEET 3
_ SCALE DRAWINGS, CHECK ACCURACY OF ALL DIMENSIONS IN 1 e Pill PLATE W WATTS OR WIRE
ellTHE FIELD, UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE MMSr REDID. REQUIRED WP WEATHERPROOF
ANY MATERIALS OFF-SITE, OR PERFORM ANY CONSTRUCTION 1 S.F. SQUARE FEET WHM WATTHOUR METER
UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN S1 S.S. STAINLESS STEEL UNO UNLESS NOTED OTHERWISE
VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. SIM. SIMILAR
SPECS, SPECIFICATIONS
14, CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS f' * [ STD. STANDARD
OR DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS WITH STL STEEL
a THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS PRIOR le- _ elleele STRUCT, STRUCTURAL
TO EXECUTING THE WORK IN QUESTION. 01 NA N 1ld1 , . de i T.C. TOP OF CURB
All L E1 8 2/15/12 REVISED PER KLM COMMETS JM5M UD i1V j . � r�VjT Ty
WO TOP PAVING
/ 7 T.O.S. TOP OF SLAB
TOP OF
A 7 10/6/I1 ADDED (1 ) DISH, ( I ) RN-C & ( I ) I /4' COAX WO hMPLM 3IT ] T/TIA BOTTOM OF
REV DATE REVISION DESCRIPTION USGN APPROVED RF M OP INSTALL REFERENCE DRAWINGS PROTECT N0' PRIOR LAKE WATER TOWER
CHK 1 hereby certify that this plan specification, or report
SS -n was prepared by me or under my direct supervision o
1 01/26/00 ISSUED FOR CONSTRUCTION sR NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND Al P420 aell
CM JP IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLIS and that I am a duly, Licensed Professional Engineer DEswxro eV DATE o
2 W/13/00 MOVED BUILDING LOCATION AND ACCESS EASEMENT Of wl SR MARKET AND IS LENT TO THE BORROWER FOR THEIR under the lows of the State of Minnesota. Be SMITH 01/26/00 PROJECT INFORMATION
CM JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF AND GENERAL NOTES
RR ® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CHECKED BY DATE
3 4-14-00 ADDED A1P420-C4 DRAWING cxgM
OAND AGREES TO RETURN R UPON REQUEST AND AGREES ISTHAT R WILL NOT BE REPRODUCED, COPIED, LENT OR rn•4 •r C. MILLER 1 /26/00CM T belOTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR sR^eN,.: rnm.e x,,,,.: ISAAC ODIAND4741 TOWER STREET
4 5-9-00 NOTES EM APPROVED RY DATEUSED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE, MINNESOTA
5 5-17-M CHANGED LEASE AREA SIZE RR FURNISHED, M. HACHEY 1/28/00
Dain 2/15/12 Reg. No., 47985 CLIENT APPROVAL DATE SCALE DRAWING NUMBER REV
6 6-28-00 AS-BUILT DRAWINGS MINNEAPOLIS MARKET J. PETERSON 1/28/00 NOWA1P420-T1 8 W a
MANUAL CHANGES MADE - YES 0 NO 0 DWO FILE UPDATED - YES ❑ NO 0 MODEL UPDATED - YES 0 NO 11 CADD FILE NO.: A1P42OTI .DWG
B 7 6 5 4 3 2 1
EXIST, T-MOBILE ANTENNA
FACING 0' ri
CEXISTING T-MOBILE ANTENNAS EXIST.
TREES ) FACING 0' SPRINT FACING ANTENNAS
(FUTURE)
(FUTURE)
EXIST. T-MOBILE ANTENNA
FACING O'
At A3 A4 A2
CEXISTINC _/ EXIST. SPRINT ANTENNA
D TREES MOIUNi T-MOBILE ANTENNA
MOUNT (BO' ELEVATION)
(85' ELEVATION) (FUTURE)
EXISTING PRIOR LAKE
WATER TOWER
EXISTING PRIOR LAKE EXIST. SPRINT ANTENNA
WATER TOWER MOUNT (80' ELEVATION)
(FUTURE)
EXIST.
1O17 SPRINT ANTENNAS
- I 70ie \ CEXISTING I FACING 260'
\1 TREES? (FUTURE)
z
z \ > -
❑ I o_
w
a
0 I ob EXIST. T-MOBILE
COAX
u, I30
I CABLE ROUTE SPRINT ANTENNAS Or
FACING 12V
C w 4 s EXISTING (FUTURE)
j COMMUNICI�TIONS
J BUILDING
EXIST,
T-MOBILE ANTENNA 3
s FACING 24V
EXIST. (EMOBILE UNDERGROUND T017 -_� _ C SPRINT ANTENNA
TELCO (EXACT LOCATION / � MOUNT
FIELD)
T MO
_ BE DETERMINED IN i / - \ 6 -MOBILE ANTENNA /
FIELD) / s •� EXRISTING TRANSFORMER 6 C MOUNT (85' ELEVATION) COMMUNICATIONS
(85' ELEVATION) (FUTURE) EXISTING
j / •�_ T-MOBILE ANTENNA BUILDING y
i / j/ / � -''I ❑ I � FACING 240'
_ - �� IXISTING UG POWER / -
/ s / AND TELCO I (FUTURE) EX ST.
/ B T�dOBILE ANTENNA
EXIST.
EXIST. . _+ M LINT
EXISTING TELCO I / / T-MOBILE EXIST. IT MOBILE RELOCATICDT—MOBILE EN� (8 ' ELEVATION)
PEDESTAL / / / / B'x12' O UNDERGROUND
/ / / EQUIPMENT s POWER (EXACT LOCATION FACING 24 6 B1
EXIST. 20'WIDE / y o EXIST. T-MOBILE ANTENNA
T-MOBILE / / / BUILDING eo s I TO BE DETERMINED IN 83
ACCESS / / '� ELD) FACING 120'
EXIST. T-MOBILE PROPOSED T- MOBILE EXIST, T-MOBILE ANTENNAS
_o + '+ III/\//\},�'\
EASEMENT / / •7 / . j z EXIST. MICROWAVE DISH , ` 6 O
/ 15' z 17' gq FACING 120'
EXIST. 20" D.I.P. WATER i a '� \ LEASE AREA T-MOBILE UNDERGROUND FACING 241 .3' (RAD _ _ _ _ _ _ __ __ _ (FUTURE) EXIST (2) 16' /
r TELCO (EXACT LOCATION _ _ _ B2 N
MAIN EXIST. PROPERTY LIE SEE DETAIL1B5S2)
• �/ — TO BE DETERMINED IN _ - - - _ _ _ - PVC PIPES
Y / FIELD) / ) (UNDERGROUND)
` J ' � � - - - - - - - - - - - - - - EXIST. FOR T-MOBILE
EXISTING UG TELCO i T-MOBILE E OAX CABLES
EXIST, B" V.C.P. SANITARY / 0 / EXISTING EXIST. � / � � �AGBG 120 EXISTING
SEWER BITUMINOUS 33' SETBACK FROM 1t�z II�--
/ \l � � W TRANSFORMER
ROAD PROPERTY LINE ice/ / 1 <N
EXIST. . . .
12" R.C.P. WATER 6 ----- -
/ ?. I
ry FUTURE SPRINT _
q < < < EQUIPMENT LOCATION W m // �
IST. / •�• EXIST.
B TOWER STREET / 20 WIDE / / T-MOBILE UNDERGROUND
a -• • - " j T-MOBILE �,� 1 POWER (EXACT LOCATION
/ ACCESS / � _ _ - - - - _ - - _-I ❑ TO BE DETERMINED IN
EASEMENT / / / � � � 17 1 FlELD)
Or
EXIST.
R j / 3: \ j PULL BOX (SEE DETAILS
/ *6 _ ON A1P420-Sl
T - f FORP)MORE INFORMAATION)
NOTES: /
+ 5 EXIST.
WALL-MOUNTED
1 . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS / / / / ASPHALTEACCESS COAX SUPPORT
DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B / / ROAD I KIT WITH COVER
AS REQUESTED BY T-MOBILE. A SITE WALK WAS NOT PERFORMED. / / / f ^ (MICROFLECT
' THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL EXIST.T-MOBILE B'z12'
DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE f / / / I 1_ + S ( �
1591 ) FOR
• THE MODIFICATIONS, �/ / EQUIPMENT L - - Z HS L + ) I �12)LL
2. THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS / 6 BUILDIG
THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8. / _*
♦_ + ' EXIST.
- 3. ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING 6 T-MOBILE LANDSCAPING
EXIST . SITE PLAN STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH (SEE DRAWING A1P420-C2)
SCALE: 1 '=20'-0' AND RADIO UNIT. THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY , / / / / *(sT.
OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED / / / T-MOBILE 15' x 17'
IN THIS DRAWING. LEASE AREA
FUTURE SPRINT
NOTE: FOR ANTENNA INFORMATION REFER EQUIPMENT LOCATION
a TO ENLARGED SITE PLAN
s EXIST, ENLARGED SITE PLAN NOTES:
SCALE: 1 /8"= 1 '-O" 1 . FUTURE T-MOBILE INTERCONNECT ANTENNA TO BE
B 8 2/I5/12 REVISED PER KI.M COMMETS JTMpM 2. ADDED TO
OT-TMOBIILLE GENERATOR AND FUEL TANK TO
A 7 10/6/11 ADDED (1 ) DISH, (1 ) RFU-C & ( 1 ) 1 /4" COAX uo Ud BE ADDED TO THIS SITE,
REV DATE REVISION DESCRIPTION SGN APPROVED RF FN DP INSTALL REFERENCE DRAWINGS PROJECT W, PRIOR LAKE WATER TOWER
I hereby certify that this plan specification, or report
55 La NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND Was prepared by me or under my direct supervision 0 mo
1 01/26/00 ISSUED FOR CONSTRUCTION CM JP SR IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLIS and that I am a duly Licensed Professional Engineer DESIGNED m DATE Ai P420 a s
Di MARKET AND IS LENT TO THE BORROWER FOR THEIR under the Ions of the State of Minnesota. SITE PLAN AND
2 03/13/00 MOVED BUILDING LOCATION AND ACCESS EASEMENT NN Srt 5. SMITH 1 /26/00
CN JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF ENLARGED SITE PLAN® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CHECKED BY DAIE
3 4-14-00 CLARIFIED APT COAX CABLE ROUTE TAND AGREES TO RETURN IT UPON REQUEST AND AGREES / A ��a
CM JP THAT W WILL NOT BE REPRODUCED, COPIED, LENT OR rrvea .. C. MILLER 1/26/00 m
4 5-9-W NOTE REFERENCING FINISH OF BUILDING . NB JP OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR sh^aNn: Printed Ham.: ISAAC ODLAND APPROVED ar DATE 4741 TOWER STREET I N
RR FURNISHED. PURPOSE OTHER THAN WHICH IT IS M. HACHEY 1/2B/00 -
PRIOR LAKE, MINNESOTA
USED FOR ANY
5 5-17-00 CHANCED LEASE AREA SIZE CH Dole: 2/15/12 Rep. Ne.% 47985 CLIENT APPROVAL DATE SCALE DRAWING NUMBER REVUS
z
B 12.2E AS—BUILT DRAWINGS MINNEAPOLIS MARKET J. PETERSON 1 /28/00 AS NOTED
A1P420-C1 8 W
¢ a
MANUAL CHANGES MADE - YES ❑ NO ❑ DWG FILE UPDATED - YES ❑ NO ❑ MODEL UPDATED - YES ❑ NO ❑ CADD FILE NO.: AIP42OCI .DWG
8 7 6 5 4 3 2 1
PLANTING NOTES
1 , ALL PLANTS SHALL BE NURSERY GROWN STOCK WITH NORMAL
WELL DEVELOPED BRANCHES AND VIGOROUS ROOT SYSTEMS,
THEY SHALL BE HEALTHY AND FREE FROM DEFECTS, INJURY,
DISEASE AND INFECTION,
2. ALL PLANTS SHALL BE DUG TO RETAIN AS MANY FIBROUS
ROOTS AS POSSIBLE,
3, PLANTING SHALL OCCUR DURING OPTIMUM SPRING PLANTING
SEASON,
4. BOTTOM OF TREE PITS SHALL BE THOROUGHLY LOOSENED
D PRIOR TO PLANTING. TOPSOIL FOR PLANTING SHALL BE OF 7
UNIFORM QUALITY, FREE FROM SUBSOIL AND STONES LARGER
• THAN 1 ' DIA.. TOPSOIL SHALL CONTAIN 5% ORGANIC MATTER
AND HAVE A PH RANGE FROM 5.0 - 6.5 INCLUSIVE.
PROPOSED T-MOBILE
5. PLANTING PITS AND BEDS FOR DECIDUOUS TREES AND MICROWAVE DISH
SHRUBS SHALL BE BACK FILLED WITH A MIXTURE OF 4 PARTS FACING 241 .3' (RAD
• TOPSOIL AND 1 PART COMMERCIAL OR HORTICULTURAL PEAT CENTER = 55'f)
MOSS, THOROUGHLY MIXED. BACK FILL FOR EVERGREEN TREES (SEE DETAIL 1/52)
AND SHRUBS SHALL CONSIST OF 3 PARTS TOPSOIL AND 1 PART
PEAT MOSS THOROUGHLY MIXED,
6, WATER THOROUGHLY AFTER PLANTING, ADDING MORE BACK FILL /
IF SETTLING OCCURS. ALL PLANTS SHALL BE SET TO FINAL FINISHED
GRAD. NO FILLING WILL BE PERMITTED AROUND TRUNKS OR STEMS. EXISTING PRIOR O
7, AFTER PLANTING ALL TREES SHALL BE PRUNED TO REDUCE D 6 LAKE WATER TOWER
^ LEAF AREA BY APPROXIMATELY ONE THIRD, LEAVING CENTRAL
LEADER INTACT, WHERE THIS AMOUNT OF PRUNING IS IMPRACTICAL,
SPECIAL ATTENTION SHOULD BE GIVEN TO THE WATERING OF THE TREE. 01
B. ALL PLANTING AND LANDSCAPE WORK TO BE PERFORMED _ _ _ - - - - - - - -- --- - -
IN ACCORDANCE WITH THE AMERICAN NURSERYMAN ASSOCIATION EXIST, 20 WIDE - - - - O
STANDARDS AS OUTLINED IN 'AMERICAN STANDARDS FOR T-MOBILE ACCESS ROAD - - --- _ _ - - - -
_ _
n NURSERY STOCK" PUBLISHED BY PAN. - ' - - - - - EXIST.
_ - _ - - - - - - - - - - - - - - - - - - - _ - _ - -
9. ALL PLANTINGS SHALL BE THOROUGHLY WATERED A MINIMUM T-MOBILE ANTENNAS EXISTING� � ' _ COMMUNICATIONS
OF TWICE A WEEK BY THE CONTRACTOR THROUGHOUT THE FIRST 15 - D' T-MOBILE BUILDING
GROWING SEASON THE PLANTS ARE IN THE GROUND. � i � LE LEASE AREA
3 10, COVER BACK FILL WITH A 3" LAYER OF WOOD CHIP AND BARK C -
MULCH AFTER SETTLING HAS BEEN ACCOUNTED FOR,
11 , ALL PLANTINGS SHALL BE ALIVE AND FLOURISHING ONE FULL
YEAR FROM DATE OF THEIR INSTALLATION.
1
000000
K
0
\ BBU BTS I EXIST. T-MOBILE 812'
x1 I ( EQUIPMENT BUILDING \
i m I r
BBU /
/ EXISTINGASPHALT ACC
R / ACCESS ROAD
/ \0\ r y
B / I ` - -- -- --- �
/ I
/ I
' I �
s i 4 I
I
NOTES: I I
I
1 . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS I
_ DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8
AS REQUESTED BY T-MOBILE. A SITE WALK WAS NOT PERFORMED.
THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL I I
DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
THE MODIFICATIONS,
2, THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8. - - - - � _ - �. -
3. ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
AND RADIO UNIT. THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED 6 20'-p�
IN THIS DRAWING.
FUTURE SPRINT
8 2/15/12 REVISED PER KLM COMMETS '"" EXIST . LANDSCAPE PLAN EQUIPMENT LOCATION
SCALE: 1 /4'= 1 '-0�
A 7 10/6/11 ADDED (1 ) DISH, (1 ) RFU-C & (1 ) 1/4' COAX uo
REY DATE REWSION DESCRIPTION OSGN APPROYED RF FN OP INSTALL REFERENCE DRAWINGS PROJECT NO,
H I hereby certify that this plan specification, or report PRIOR LAKE WATER TOWER o
1 1/26/00 ISSUED FOR CONSTRUCTION SR NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND Was Prepared by me or under my direct supervision
CN '� IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLI$ and that I am a duly Licensed Professional Engineer DEscx[D ar DATE A1P420 e
DT Lyl MARKET AND IS LENT TO THE BORROWER FOR THEIR under the laws of the Stale of Minnesota. ,m
2 /13/00 MOVED BUILDING LOCATION AND ACCESS EASEMENT sR S. SMITH 01 /2fi/OD k2
CM THE LOAN
O USE ONLY, AND IN CONSIDERATION OF LANDSCAPE PLAN
3 5-17-M CLARIFIED APT COAX CABLE ROUTE RR ® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CHECKED Nn DATE
CM JP AND AGREES TO RETURN R UPON REQUEST AND AGREES 2S �
RRT THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR ��� trP.A « I C. MILLER 01/26/DO
4 5-0-00 NOTES CM OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR av^eNn: Pnnl.a Nano SAAC ODLANO 4741 TOWER STREET
APPROYED RI DATE a N USED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE , MINNESOTA
5 5-17-00 CHANGED LEASE AREA SIZE CM FURNISHED. Dole. 2/15/12 Rog. Ro„ 47985 cuEM APPROVAL DATE01'28/� SCALE DRAWING NUMBER REV V
6 12/29/00 AS-BUILT DRAWINGS MINNEAPOLIS MARKET W
J. PETERSON 01/28/00 AS NOTED Al P420-C2 8 W g
¢ a
MANUAL CHANGES MADE - YES ❑ NO ❑ DWG FILE UPDATED - TES ❑ NO 0 MODEL UPDATED - YES 0 NO ❑ CADD FILE NO.: AIP42OC2 .DW6
8 7 6 5 4 3 2 1
NNW/ Me A
Ell
NOTE: SEE NOTE 3 FOR TEXTURE HVAC UNIT, 2 1 /2 TON
AND COLOR OF EXTERIOR WALLS W/ SKIN HEAT, EUBANKS 211 121-4. 8 -4"
OF EQUIPMENT BUILDING, 12•_0••
90' VENT HOOD WITH EXHAUST 2" e'-0"
B FAN AND LOUVER (INSIDE) 'D ff a
WAVEGUIDE ENTRY PLATE
r EQUIPMENT BUILDING MICROFLECT B1118
D I / I
- f' 1 90' VENT HOOD
37- 6"X7'-0" DOOR •�•
HVAC UNIT, 2 1/2 TON
- ENT _______ W/ 5KW HEAT, EUBANKS
BTS HOOD
BASIC
TELCO BLOCK
12" WIDE
o S CABLE TRAY0
100A, CUTLER HAMMER COMBINED rn
LDADCENTER, TYSS, MANUAL XFMR
1 100A GENERATOR RECEPTACLE - 8
0 HUBBELL C410OB12W
BBU EXTERIOR
p 1 � GFCI OUTLET
B
C 90' VENT HOOD WITH
EXHAUST SHUTTER (INSIDE)
100A GENERATOR RECEPTACLE,
HUBBELL C4100912W
_ D
36" X 7'-O" DOOR
WITH CONCRETE STOOP ^ EXIST. FRONT VIEW ^ EXIST. LEFT SIDE VIEW
SCALE: 1/2"= 1 '-O" SCALE:
HVAC UNIT, 2 1/2 TON
W/ 5 KW HEAT, EUBANKS
WAVEGUIDE ENTRY
HVAC UNIT, 2 1/2 TON PLATE, MICROFLECT
W/ 5KW HEAT, EUBANKS B111B
EXIST. EQUIPMENT BUILDING PLAN NOTE: FOR INFORMATION ON BUILDING
SCALE: 1/2"=1 '-O" FOUNDATION REFER TO DRAWING A1P420-C4
"
90' VENT HOOD
�I II�'I Ire- QQQQQQQp - �
U 90' VENT 'C1C1UU '
HOOD
O
SERVICE
ENTRY
B
=_= 100A GENERATOR
RECEPTACLE
1OOA GENERATOR RECEPTACLE HUBBELL C410OB12W
NOTES: HUBBELL C410OB12W
1 . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS
DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8
AS REQUESTED BY T-MOBILE, A SITE WALK WAS NOT PERFORMED,
THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL
DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
THE MODIFICATIONS.
2, THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B.
3, ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
AND RADIO UNIT, THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED
IN THIS DRAWING.
NOTES: / C \, EXIST. BACK VIEW D EXIST . RIGHT SIDE VIEW
1 . FOR INFORMATION ON EQUIPMENT INSTALLTION SCALE: 1/2'=1 '-O" SCALE: I /2"= 1 '-0"
- REFER TO MANUFACTURER'S SPECIFICATIONS.
2, FOR INFORMATION ON BUILDING FOUNDATION
REFER TO MANUFACTURER'S SPECIFICATIONS.
3, THE FINISH OF THE EXTERIOR WALLS OF THE
EQUIPMENT BUILDING WILL BE BRICK OR MATERIALS
SIMULATING BRICK. THE COLOR OF THE BRICK
12 IS TO MATCH THE COLOR OF THE BRICK ON THE
EXISTING COMMUNICATIONS BUILDING CURRENTLY
q� LOCATED AT THAT SITE.
�a 8 2/15/12 REVISED PER KLM COMMETS JMM uo
uo
A 7 10/6/11 ADDED (1) DISH, (1 ) RFU—C & (1 ) 1/4" COAX KID uo
REV DATE REVISION DESCRIPTION DSON APPROVED RF Fee OP INSTALL REFERENCE DRAWINGS PROJECT N0.
CHK I hereby certify that this plan specification, or report PRIOR LAKE WATER TOWER
1 01/26/00 ISSUED FOR CONSTRUCTION SR NOTICE: THIS DRAWING HAS NOT BEEN PUBUSHEO AND s prepared by me or under my direct supervision Al P420 g a
cm JP IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOUS and that I am a duly Licensed Professional Engineer DESIGNED eY DATE vi
DT MARKET AND IS LENT TO THE BORROWER FOR THEIR under the laws of the Stole of Minnesota. S. SMITH 01 /26/00EQUIPMENT BUILDING
2 03/13/00 MOPED BUILDING LOCATION AND CCESS EASEMENT SR
CM JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF F
RR 0) THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CHECKED BY DATE PLAN VIEW AND SECTION VIEWS
3 4-14-M ADDED NOTE cm
AND AGREES TO RETURN IT UPON REQUEST AND AGREES '3
JP THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR Tryw w C. MILLER 01 /26/00 N
4 5-9-00 NOTE REFERENCING FINISH OF BUILDING cm
JP OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR slepiew .: r � PnnNa xem.v ISMC ODUWD „PArovED DY DATE 4741 TOWER STREETNT i e o
USED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE, MINNESOTA
RR w1 FURNISHED. M• HACHEY 01/28/00cm =
0.N: Rp. K^' WENT APPROVAL DATE SCALE DRAWING NUMBER REV it!
5 5- 17-00 CHANGED w
MINNEAPOLIS MARKET 2/, 5/, 2 47985 0
6 12-29-00 AS- BUILT DRAWINGS J. PETERSON 01 /28/00 AS NOTED A1P420-C3 8 =
a
MANUAL CHANCES MADE - YES ❑ NO 13 DWC FILE UPDATED - YES ❑ NO 0 MODEL UPDATED - YES 0 NO ❑ CADD FILE NO.: AIP42OC3 .DWC
8 7 6 5 4 3 2 1
D
I I I I 4" THICK
I 1 d 4
A a d - .H I ° I . ' PRECAST PANEL
12"x 12"x 1/4" TIE-DOWN
PLATE (BY PRECAST
6" SLAB ON GRADE MANUFACTURER)
" _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ ___ _ _ ___ _ _ _ _ T w/J40120 O/C B
I 1
I I EACH WAY
d I I PRECAST WALL
I I
- I I
I 1 ° d . (2) 1 "0 UNC BOLT
I / 12" WIDE FOUNDATION I C . (BY PRECAST
/ STEM WALL 1 MANUFACTURER) -
n c I I 6" GRAVEL
I_
eD IIIIIIIIIIIII1 I1IIIIIIIIII
a
"
" d°
P ONES!
C I MPACTED4 COMPACTED
6•
o'r I O
II (2) 3/4"0 HIL71-KWIK
14 ® 10" 0/C BOLTS w/4- 1/2" MIN. EMBED
#4 ® 12 O/C 6
(3) #4 0
1 A I
I 1
I I dO 12"x12"xl /4" -
I - .i TIE-DOWN PLATE -
I
pop
(BY PRECAST MANUFACTURER)
I I W
_ _ _ _ _ _ _ _ ___ ___ __ _ _ _ ___ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ __ _ _ _ _ J y ¢
K
dA
U
I P I 1
B 6" CONCRO BOB
N GRADE � t1 EXIST . DETAIL
SCALE., 1 "= 1 '-0"
a A \ EXIST. SECTION ^ EXIST . SECTION
B
R T-MOBILE PRECAST BUILDING 5®CBLE: 1"=1'-0' SQGELE: 1'= 1 '-0'
X
B
NOTES:
1 . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS
DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8
AS REQUESTED BY T- MOBILE. A SITE WALK WAS NOT PERFORMED,
THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL
DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
THE MODIFICATIONS,
2. THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B.
3. ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
AND RADIO UNIT. THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED
IE IN THIS DRAWING.
El
8 8 2/15/12 REVISED PER KLM COMMETS UO
A 7 10/6/11 ADDED (1 ) DISH, (1 ) RFU—C & ( 1 ) I /4" CON( uoGN
uD
PEV DATE REVISION DESCRIPTION CRK APPROVED Ri FIN OP INSTALL REFERENCE DRAWINGS PROJECT NO,
hereby certify that this plan specification, or report PRIOR LAKE WATER TOWER
1 D4/II/00 ISSUED FOR CONSTRUCTION RR DC NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND was prepared by me or under my direct supervision A1P420 0
CIA JP and that I am a dui Licensed Professional Engineer DESIGNED BY DATE d
IS THE SOLE PROPERTY OF T-MOBILE - MINNFAPOLIS y 9'n _
RR MARKET AND IS LENT TO THE BORROWER FOR THEIR under the lows of the State of Minnesota.
5 5-17-00 CHANGED 1F15E AREA SIZE wJ R, RUDDY 04/11 /00 O DATION
CM THECONFIDENTIAL
LOAN
N O USE ONLY, AND H CONSIDERATION OF SECTIONS AND DETAILS
&I O 7 `\ 0 THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CHECKED BY DATE
6 12-29-00 AS— BUILT DRAWINGS 1 C AND AGREES TO RETURN R UPON ,REQUESTPIED AND AGREES =3 n
THAT R WILL NOT BE REPRODUCED, COPIED, LENT OR ���� *rPm or C. MILLER 4- 17-00
OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR ssmlA ° P4„l.a Nu,n.: ISAAC ODIAND APPROVED BY DATE 4741 TOWER STREET g
USED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE, MINNESOTA W o
FURNISHED, M. HACHEY 4- 18-00 a w
Dole: 2/ 15/12 RPD. go.: 47985 cuExr APPROVAL DATE SCALE DRAWING NUMBER REV
MINNEAPOLIS MARKET J. PETERSON 4- 18-00 AS NOTED A1P420-C4 8
MANUAL CHARGES MADE — YES ❑ NO 0 MO FILE UPDATED — YES ❑ NO 0 MODEL UPDATED — YES ❑ NO 0 CADD FILE NO.: A1P42OC4 .DWO
8 7 6 5 4 3 2 1
7 30^ TOWER LEG ANTENNA & COAXIAL CABLE REQUIREMENTS
7 MICROWAVE DISH REQUIREMENTS (FIELD VERIFY
EX15TING DIAMETER) ANTENNA COAXIALCABLE
ANTENNAS SECTOR DOWNTILT
ANTENNA COAXRL CABLE 1/4 NO. TYPE DEGREES (DEGREES) CONNECTION LENGTH DIM. COLOR CODE
NO. TYPE SECTOR RADIO WT TO PLATE 1 /4
(DECREES) LENGTH TYPE Al PCSA085-18-0 00 0° Rl 205' 1-5/01 RED
NOTE: R3 205' 1-S/e" TRIPLE RED
I VHLP2- 18 (2'-0w0) 241 ,3' RFU-C 1 /4'
CONTRACTOR SHALL FIELD VERIFY EXISTING
A2 PCSA085-18-0 0' 0' R4 205' 1-58" QUAD RED
ANTENNA ELEVATIONS AND THAT ADEQUATE R2 205' 1-5/8" DOUBLE RED
SPACE IS AVAILABLE TO OBTAIN THE
1
PROPOSED DISH ELEVATION. A3 TMBX-6517-R2M 0° 00 RS 205' -5/8" (5) RED R6 205' 1-5/8" (6) RED
D
A4 FUTURE - -
B 01 PCSA085-18-0 120' 0' Y1 205' 1-5/8" YELLOW
Y3 20Y 1-5/8" TRIPLEYELLOW
U-BOLT B2 PCSA065-18-0 1200 O' Y4 205' 1-5/8" QUAD YELLOW
PROPOSED T-MOBILE MICROWAVE DISH Y2 205' 1-5/8" DOUBLEYELLOW
FACING 247 .3' (RAD CENTER = BS'f) B3 TMB%-6517-R2M 1206 0'
Y5 205' 1-5/8" (5) YELLOW
(SEE DETAIL 1 /S2) Y6 205' 1-5/8" (6) YELLOW
B4 FUTURE - -
({ B1 205' 1-5/8" BLUE
C1 PCSA085-1&0 240° 0'
B3 205' 1.5/8" TRIPLE BLUE
^ EXIST. B4 205' 1.518" QUAD BLUE
EXIST. EXIST. SPRINT ANTENNAS C2 PCSA095-18-0 240° 00
T-MOBILE ANTENNAS T-MOBILE ANTENNAS FACING 120' B2 205' 1-5/8' DOUBLE BLUE
FACING 24T FACING 120' 4" SCH, 40 PIPE C3 TMBX-6517-R2M 240' 04 B5 205' 1-5/8" (5) BLUE • U
•
B6 205' 1-5/8" (6) BLUE
7
R FF
II AI AI Wr4xl5.5xB' LNA/TMAREQUIREMENTS
II AI AI
NO. TYPE SECTOR (DEGREES)
7 Ldl 3/8� GUSSET PLATE
b Ll I1 (4 REQ'D) 1 ETW190V512UB 0°
<.I 2 ETW20OVS12UB 0°
E 3/B"x8"x8" 3 ETW190V512U6 120'
C ro PROPOSED 1 /4' COAX TO ROLL TO MATCH
? FOLLOW EXISTING COAX CABLE ROUTE TOWER LEG DIAMETER 4 ETW20OV512UB 1200
U
5 EfW19gV512UB 240°
u� 8 6 ETW20OVS12UB 240'
z
EXIST.
SPRINT ANTENNAS MICROWAVE MOUNTING DETAIL NOTES:
F. FACING 260' EXIST . SECTION
NOTES: I . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS
a 1 . CONTRACTOR 70 MOUNT PROPOSED 2 REQ'D PER SECTOR SCALE: 6'= 1 '-D'
i-MOBILE MICROWAVE DISH DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B
ut AS REQUESTED BY TMOBILE. A SITE WAIT( WAS NOT PERFORMED. y
E (MODEL / VHLP2- 18/B) FACING 241 .3' TO THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL
S 1 EXISTING PIPE, DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
w
2. CONTRACTOR TO MOUNT RFU-C REMOTE RADIO UNIT THE MODIFICATIONS. -
• 0 TO EXISTING PIPE BEHIND PROPOSED MICROWAVE DISH. 2, THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
4 THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8.
1
EXIST. 3, SEE DETAIL 1 /SZ FOR ADDITIONAL INFORMATION, 3 SIDES /
o T-MOBILE 1 /4 3. ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
COAX CABLE STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
a ROUTE AND RADIO UNIT. THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
i o+ OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED
No o IN THIS DRAWING.
b _ 4" SCH, 40 PIPE
WT4xl5.5x8' NOTES:
Of
U U
z 1 . ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED 131SED ON THESE
U
PLANS. CABLE LENGTHS LISTED ARE APPROXIMATE AND ARE NOT
INTENDED TO BE USED FOR FABRICATION, DUE TO FIELD CONDITIONS
m I ACTUAL ANTENNA CABLE LENGTHS REQUIRED MAY VARY FROM LENGTHS
a TABULATED,
r
w � 2. ALL ANTENNA/COAX CABLES TO BE COLOR CODED AT THREE (3)
m EXIST. LOCATIONS USING 1/2" WIDE PVC ELECTRICAL TAPE,
R 0.
0 z CLUSTER BRACKET
B 0a_ FOR COAX (TYP)
A. TOP OF TOWER (ANTENNA LEVEL)
a � B. BASE OF TOWER
A o C. AT BTS CABINET CONNECTION POINT
GRIND OFF TANK
z U-BOLT 1/4 COATING PRIOR 3. ANTENNA/COAX CABLES SHALL UTILIZE GROUND KITS GROUNDED
I-" EXIST. TO WELDING AT THREE (3) POINTS OF TOWER AS FOLLOWS:
o T- MOBILE B'x12'
EQUIPMENT A. TOP OF TOWER (ANTENNA LEVEL) ONE END MECHANICALLY
R z BUILDING CONNECTED TO TOWER.
B. BOTTOM OF TOWER, ONE END MECHANICALLY CONNECTED TO
z GROUND BAR.
" C. AT BTS CABINET CONNECTION POINT.
SPRINT 15'xl5' A_ 3/8'z8'zB
m EQUIPMENT f EXISTING 4. ALL PANEL ANTENNAS SHALL BE COMSAT ANTENNAS.
0 BUILDING 1 COMMUNICATIONS
BUILDING
F- 5. ANTENNA, COAX CABLES AND JUMPER CABLES TO BE PAINTED TO
MATCH EXISTING TANK COLOR WHERE APPLICABLE. PAINT DISTURBED ON WATER
TOWER TO BE TOUCHED UP WITH ONE COAT OF PRIMER AND TWO COATS
O j I TNEMIC EPDXY PAINT TO MATCH EXISTING COLOR, PREPERATION AND APPLICATION
I I PER PAINT MANUFACTURERS SPECIFICATIONS,
I
1 I B. COAX CABLES SHALL BE SUPPORTED WITH HOISTING GRIP HUNG FROM
I 1 EYEBOLT OR 'J' HOOK ATTACHED TO THE WATER TOWER.
m 3/8" GUSSET PLATE I 1 S1 7. ANTENNA SECTORS ARE MEASURED WITH TRUE NORTH AS SHOWN ON THE
I I (4 REDID) SITE PLAN, MAGNETIC NORTH IS 2.5' EAST OF TRUE NORTH.
f B. ALL PREPERATION OF WELDS SHALL FOLLOW THE GUIDELINES PER MACE RED 178,
_ _
EXIST. _ _ _ . FABRICATED CORNERS AND EDGES SHALL BE ROUNDED AND GROUND SMOOTH,
EXIST, ANT-CLIMB DEVICE TO BE INSTALLED T-MOBILE UNDERGROUND A O
AT BASE OF TOWER LEG WHERE T-MOBILE COAX CABLES % 9. A FUTURE INTERCONNECT ANTENNA IS TO BE ADDED.
CABLES WILL BE LOCATED _
- SEE PULL BOX EXIST. SECTIONS
DETAILS ON DRAWING AIP420-Sl NOTE: T-MOBILE COAX CABLE ATTACHMENTS
TO BE LOCATED TO THE INSIDE
^ EXIST . SECTION OF THE TOWER LEG TO FACILITATE
p SOUTH ELEVATION THE USE OF A SWING STAGE DURING
SCALE: 1 /8"= 1 '-0" 2 REQ'D PER SECTOR SCALE: 6'= 1 '-0" WATER TOWER RECONDITIONING.
B 2/15/12 REVISED PER KLM COMMEfS 'MM EJD
A uo
REV DATE REVISION DESCRIPTION SO APPROVED INFN OF INSTALL REFERENCE DRAWINGS PROJECT NO,
CHK I hereby certify that this pion specification, or report PRIOR LAKE WATER TOWER
ss was prepared by me or under my direct supervision ; n
1 OI/26/00 ISSUED FOR CONSTRUCTION CIA Jr SR NOTICE: THIS DRAWING FLAS NOT BEEN PUBLISHED AND and that 1 am a du Licensed Professional Engineer DESIGNED eY DATE Al P420 Q o.
IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOUS duly 9
2 03 13/00 MOVED BUILDING AND ACCESS EASEMENT DT SR MARKET AND IS LENT TO THE BORROWER FOR THEIR under the laws of the Stale of Minnesota. S. SMITH 01 /25/00
/ CM JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
RR „H TOWER ELEVATION
3 4-14-W CLARIFIED APT COAX CABLE ROUTE, ADDED NOTES ® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES cxftxfD Rr DATE ti o0
O 1 AND AGREES TO RETURN RN R UPON REQUEST AND AGREES
CM JP 1 THAT N WILL NOT BE REPRODUCED. COPIED, LENT OR hwe or C. MILLER 1/26/00 m
5 5-17-00 CHANGED LEASE AREA SIZE RRT OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY. NOR s's^^Iw.: ru"N4 No": ISPAC ODLANO 4741 TOWER STREET ; n
APPROVED 6T DALE c N
I _CM USED FOR ANY PRIOR LAKE, MINNESOTA
PURPOSE OTHER THAN WHICHR IS _
OJ FURNISHED. M.Pal". Ry x" e CLIENT APFPROYAL DATE CHEY I /28/00 SCALE DRAWING NUMBER REV "d k
6 12-29- AS-BUILT DRAWINGS 2/15/12 47985 w
7 10/6/11 ADDED (1 ) DISH, (1 ) RFU-C & ( 1) 1/4' COAX uo ND MINNEAPOLIS MARKET J. PETERSON 1 /2B/00 NONE A1P420-A1 8 d
MANUAL Cl"OES MADE - YES Cl NO 13 DWG FILE UPDATED - YES 0 ND 0 MODEL UPDATED - YES 0 NO 0 CADD FILE NO.: A1P420A1 .DWO
8 7 6 5 4 3 2 1
3'_g" H 3
EXISTING TOWER LEG
6' 3'-6' 6' (FIELD VERIFY LEG DIAMETER)
0000000 3'-9'X , '-5 PORT
'O WAVEGUIDE PORT
C MICROFLECT B2035
D • • • O O O O O
. I — #4 0 12' O/C F
B
+ A I I ry HANDLE
#4 0 12" O/C 3•-9"X2'-9 1 /2'AN G
1 /4' CHECKERED PLATE
n I 0
• I I d N
TOE OF L3X3X 1/4
Lo #4 0 12" O/C
n I I Z-BRACKET � 8
1 5/8"D COAX CABLES
18' (USE SNAP-INS TO ATTACH
- HINGE (TYP)
TO Z-BRACKET) TYP
NOTES: rE� EXIST . COAX CABLE ATTACHMENT
1 , 16' PVC PIPES ARE TO 8E FRAMED INTO PULL BOX FOOTINGS.
• C 2. COAX CABLES ARE TO ENTER THE PULL BOX THROUGH THE 16' A ) INSTALL AT MAXIMUM 4' SPACING SCALE: 34=1 '-O"
PVC PIPES, THEN THROUGH THE MICROFLECT WAVEGUIDE PORT,
THE COAX CABLES ARE THEN TERMINATED APPROXIMATELY 6 FT
ABOVE THE PULL BOX INTO A 1 /2• JUMPER, THE COAX CABLE
WILL THEN ENTER THE THE EQUIPMENT BUILDING THROUGH THE
BUILDING WAVEGUIDE PORT,
3, THE COAX CABLE WILL BE SECURED TO BUILDING OR TO A
VERTICAL POST LOCATED NEXT TO PULL BOX, FIELD VERIFY.
EXIST. PULL BOX FOOTINGS
vs-
EXIST. PULL BOX TOP VIEW PLATE 1/4"x5"x5
SCALE: 7 '=1'-0• 3/16 (ROLL PLATE TO 1 1/2' 3' 1 1 /2•
MATCH RADIUS
OF BASE MATERIAL) 1 1 /2" 1 1 /2' 12
1 1 /2' �L3X3X1 /4
TS .3"x3ex3/1 an
1 ' WIDE RUBBER STRIP 1/4" CHECKERED
` ATTACH WITH TECK SCREWS PLATE O TlxP4
— —
TS 3"x3'x3/16'(CUT END TO -I-' +MATCH ROLLED
L3X3X1 /4 1 12• %CPLATE) — —
TE$4 0 12' 0/C3/16 9" 3/16
^ EXIST . SECTION
�1
SCALE 2•=1 '-0-
EXIST . DETAIL
4•=, •-O• ^ EXIST . SECTION
B SCALE: 30=1 '-0" B
s ; B EXIST. SECTION 3'-B•
SCALE: 4•= I '-O-
40 MIN, % 4" MIN.
/4 0 12" 0/C 4' MIN. OBEBASE
NOTES:
PEA GRAVEL HE
(1Z' DEEP) 1 1 /2" 1 , ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS
3'-9"X1 '-5 1 /2" DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B
o Bo 0 [ao / WAVEGUIDE PORT to AS REQUESTED BY T- MOBILE, A SITE WALK WAS NOT PERFORMED.
/ MICROFLECT 82035 I THEREFORE,PROVIDED
CANNOT VERIFY THE ACCURACY OF THE ORIGINAL
3/16 3- 12 DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
THE MODIFICATIONS.
#4 0 12' 0/C oME
ALTERNATE BARS IN ROLLED 2. THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
EACH DIRECTION ''a PLATE THAT ARE CLOUDED WITH REVISION NUMBERS 7 & B.
_ a 1 /4"x5'x5" 3, ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
J 16 d • STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
8' T-MOBILE (2) 16' PVC ESQ COMPACTED CLASS 5 AND RADIO UNIT, THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
FOR COAX CABLES BACKFILL OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED
EXISTING BACKFILL IN THIS DRAWING.
NOTES: TS 3
1 . CONTRACTOR TO REPLACE EXCAVATED SOIL WITH COMPACTED (LEN
CLASS 5 BACKFILL, DETERMINED PER MATERIAL
2, A MINIMUM OF 4' IS TO BE MAINTAINED BETWEEN THE TWO EACH SITE)
PVC PIPES, A MINIMUM OF 40 MUST ALSO BE MAINTAINED
BETWEEN THE PVC PIPES AND THE SIDES OF THE TRENCHES.
a EXIST . SECTION ^ EXIST. SECTION NOTES: SEAL WELDING MUST BE USED
SCALE: 1•=1 •-D• C EXIST. SECTION SCALE 2'- I' 0' FOR ALL WELDS,
SCALE: a•=1 '-D• D EXIST. SECTION
8 2/15/12 REVISED PER KLM COMMETS IAl SCALE: I/2'=1 '-0-
A 7 10/6/11 ADDED (1 ) DISH, (1 ) RFLI & (1 ) 1/4' COAX WP
uD r
REV DATE REVISION DESCRIPTION SG APPROVED RF fill OP INSTALL REFERENCE DRAWINGS PROJECT NO,
CHK I hereby certify that this plan specification, or report PRIOR LAKE WATER TOWER a,
1 03-13 MOVED BUILDING LOCATION AND ACCESS EASEMENT UT SR NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND was prepared by me or under my direct supervision ,n
CM JP IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLIS and that I am a duly Licensed Professional Engineer DESIGNED BY DATE Aip420 ? 01
RR MARKET AND IS LENT TO THE BORROWER FOR THEIR under the laws of the State of Minnesota. ig
2 4-14-00 MODIFIED NOTES & ADDED DETAILS sR D. TORGESON 03- 13-00 k2
-CM JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF SECTIONS AND DETAILS
RR 0 THE LOAN OF THIS DRAWING, THE BORROWER PROMISES CFEUED ar DATE
5 5-17-00 CHANGED LEASE AREA SIZE 7 AND AGREES TO RETURN R UPON REQUEST AND AGREES
CM 1 THAT R WILL NOT BE REPRODUCED, COPIED, LENT OR /�,`�,� TTP•4 er C. MILLER 03-13-00 m
OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR s,y,wn,r.: PNn,•4 N.,.•: ISAAC ODIANO 4741 TOWER STREET
6 12-29 AS—BUILT DRAWINGST USED FOR ANY PURPOSE OTHER THAN WHICH IT IS APPROVED 0 DATE PRIOR LAKE, MINNESOTA
FURNISHED. M. HACHEY 03- 13-00
D.H: Z/15/12 RIG• xa., 985 WENT APPROVAL DATE SCALE DRAWING NUMBER R z
MINNEAPOLIS MARKET 47 J. PEERSON 03- 13-00 AS NTOED A1P420S1 8HY
W
a
MANUAL CHANGES MADE - YES 0 NO 0 WO FILE UPDATED — YES ❑ NO 13 MODEL UPDATED — YES 0 NO 0 CADO FILE NO.: Al P42051 .Dw0
8 7 6 5 4 3 2 I
Antenna Dimensions And Mounting Information
rx.
PAINTING SPECS .
° f1 A ' �. ' a. Painting ofall new items, and repair of all damaged areas of the tower will be
required. Surface preparation and painting requirements are as follows: i. dry film thickness. The DF1' of the primer at any individual spot
measurement location shall be 2.5 mils minimum, The 61st exterior
- v f intenucdiate coat shall be Tncmec HI-Build Epoxolhle Series 66 or Tncmc-
4,.lwa� b. Under the direction of the Engineer, spot repair the lank and lower surfaces where the f ascure Series 161 , 4.0.6.0 mils DFT. The DFT of the rimer plus first
r coaling has been damaged by structural repairs and modifications, to an SSPC•SP- 10 P
EXISTING ANTENNA intermediate coat at any Individual spot measurement location shall be 6.5
MOUNTING PIPE Near While Metal Blast lean. I his work includes all new items and at other areas
•'� . EF mils minimum. The second exterior intermediate coat shall 6e 'Tuemcc -
damaged by structural repairs or modifications. Feather edges of existing coating, at Endurashicld II Series 1075, 3.0-5.0 mils DFT, The Dhl' of the primer plus
spot blasted areas, using SSPC-SR3 Power Tool Cleaning methods. both interimediatc coals at any individual spot measurement location shall be
�} c. Before any primer or coating is applied, metal surfaces shall be completely dry, dust
9.5 mils minimum. The exterior finish coat shall be Tnenlec Endurashield 11
" free, inspected and approved by the Engineer. Series 1075-Color, 3.0-5.0 mils DFT. The total dry film thickness including
the primer and the finish coal shall be 12.5 mils minimum - 19. 5 mils with an
average of 16.0 rills DFT. The minimum dry film thickness of the coating at
d. No coating shall be permitted when the relative humidity is expected to exceed 85 /o - a
or temperature is expected to drop below 40 degrees within 8 hours after the any individual spot location shall be 12, 5 mils. Color shall match the existing
" application of the coating. Proceed with surface preparation and coating application coating to the Owner's satisfaction.
only when air and surface temperatures are above fhe manufacturer's recommended . ii. Exterior coaling shall be by brush and roller only.
minimum surface temperature and below 100 degrees F. and surface temperature is at
�' •w i least 5 degrees above wet bulb air temperature reading. Coating shall not be applied b. Interior dry spot repair and re-coaling:
e to dusty, wet, or damp surfaces, and shall not be applied in rain, snow, fog, or mist.
O If working conditions are questionable, the Engineer shall make the decision and the 16 The interior dry coating system shall be compatible with the existing coating
zt Contractor shall accept the Engineer's interpretation as final and binding, system on the tank. 'The Interior dry rimer shall be Tnemec H rdro-Zinc
Y YP )
e. Prime coal must be applied within 8 hours ol'abrasivc blasting. Series 91 -H2O, 2.5 - 3 . 5 mils dry film thickness. The DFT of the primer at
PROPOSED T-MOBILE MICROWAVE DISH = any individual spot measurement location shall be 2.5 mils minimum. The
(vHLP2-18/8) FACING z4IPE interior d m m lennediale coat shall be Tneec Pola-Pox Plus Series N 140, 4 .0
MOUNTED TO EXISTING MOUNTING PIPE I NOTE: CENTERLINE ELEVATION OF f. Apply by brush one ( 1 ) additional coat Of primer (o ensure a uniform coal of primer dry
USING THE MOUNTING BRACKET MOUNTING BRACKET INCLUDED PROPOSED MICROWAVE DISH = 85'-O•. - 6.O mils dry film thickness. The DFT Of the printer plus intermediate at ally
INCLUDED WITH THE MICROWAVE DISH WITH THE MICROWAVE DISH thoroughly worked into and around all seams, welds, bolt assemblies, plate overlap individual spot measurement location shall be 6.5 hills minimum . The
interior dry finish coat shall be Tacnlce Pola-Pox Plus Series N 140, 4 .0 - 690 "
Dimensions in Inches ,' (mill ) , seams, and other irregularities in the surface. mils dry fihn thickness. The total dry film thickness including the primer, g
g. Antennas, exterior coax cables and exterior jumper cables to be painted to match intermediate and finish coats shall be I O.5 mils nlininlum - 15.5 mils with an
Antenna S 181', ft (ail) _ A 13 C D existing tank color. All items attached directly to the tank, such as mounting brackets average of 13.0 mifs. 'file minimum dry film thickness of the coating system
and supports, should be painted to match existing tank coating system and color. at any individual spot location shall be 10. 5 mils, The color shall match the
2 (0 .6 ) 25 ,9 (65 , 14 , 6 (372 ) ji U (259 ) 5 A Q 82 ) Cables may require scarifiealion prior to coatin& existing interior dry color to the Ownees satisfaction. ¢
h. Exposed coaxial cables: Prior to priming, solvent wipe all exposed cables with the a Interior wet surface spot repair and rC-coaling: '
recommended solvent. Prime the cables and juniper cables with 2 coals of X-1-M
Coax Cable Bonder & Sealer (Product No. 1138). Manufacturer's phone number is The interior wet coating system shall be compatible with the existing coating system on the tank.
(800) 262-8469a After printing apply one finish coal to the cables as directed by the The interior wet primer shall be Tnemec I lydro-Zinc Series 914120, 2.5 - 3. 5 mils dry film
^ 3 - D MICROWAVE DISH MOUNTING DETAIL engineer. I thickness. T as he DFT of the primer at any individual spot measurement location shall be 2.5 mils
x minimum. The interior wet intermediate coat shall be Tncmec Pota-Pox Plus Series N140, 4.0 - 6.0
51 i. if galvanized materials used, the galvanized surfaces must be solvent wiped and
& g lx mils dry fihn thickness, The DFT of the primer plus intermediate at any individual spot
a brush-blasted prior to coating, nieasurenleint location shall be 65 mils minimun. The interior wet finish coat shall be Tnenlec Pota-
B Specifications apply to both shD and field coating, Pox Plus Series N 140, 4.0 - 6.0 nails dry film thickness. The total dry fihn thickness including the
s j • pP y shop and g• primer, intermediate and finish coats shall be 10.5 rills minimum - 15. 5 mils with an average of 13.0
e mils. The minimum dry film thickness of the coating system at any individual spot location shall be
k. Exterior surface spot repair and re-coating: 10. 5 mils. The color shall match the existing interior wet color to the Owner's satisfaction.
I . Spot prime and finish coat repaired areas as specified by manufacturer, The
coating system shall match the existing coating system on the tower. The
Noyes: exterior primer shall be Tnemec Hydro-Zinc Series 9I4120, 2 .5 - 3 .5 mils
1 . ULTEIG ENGINEERS MODIFIED ONLY THE PARTS OF THIS
DRAWING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8
AS REQUESTED BY T-MOBILE, A SITE WALK WAS NOT PERFORMED,
THEREFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL
DRAWINGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE
THE MODIFICATIONS,
2. THE SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS
THAT ARE CLOUDED WITH REVISION NUMBERS 7 h B.
3. ULTEIG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE EXISTING
STRUCTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH
AND RADIO UNIT. THEREFORE, ULTEIG IS NOT CERTIFYING THE ADEQUACY
a OF THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED
IN THIS DRAWING,
JUM
a 8 2/15/12 REVISED PER KLM COMMETS UO
uo
A 7 10/6/11 ADDED ( 1 ) DISH• (1) RFU-C & ( 1 ) 1/40 COAX uD
DSGN
HEY GATE REWSN)N DESCRIPTION APPROYED RF FN OP INSTALL REFERENCE DRAWINGS PROJECT W.
CHK I hereby certify that this plan specification, or report PRIOR LAKE WATER TOWER
1 - 13- MOVED BUILDING LOCATION AND ACCESS EASEMENT or SR NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND was Prepared by m or under my direct supervision < y
'� IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLIS and that I am a duly Licensed Professional Engineer DESIGNED BY DATE Al P420
RR MARKET AND IS LENT TO THE BORROWER FOR THEIR under the lows of the Stale of Minnesota. O
2 4-14-Oil MODIFIED NOTES & ADDED DETAILS SR D. TORGESON 03- 13-00 DETAILS - PAINTING SPECS.CU JP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
5 5-11-00 CHANGED LEASE AREA SIZE RR ® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES cxECRED BT DATE
CM Mx 7 AND AGREES TO RETURN R UPON REQUEST AND AGREES Typed or C. MILLER 03-13-00 " �
1 THAT IT WILL NOT BE REPRODUCED, COPIED, LENT OR M
6 12-29-00 AS-BUILT DRAWINGSOj OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR Sign aNn: PMNa Name: IS44C ODIAND 4741 TOWER STREET ;
APPROVED BY DATE N
USED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE , MINNESOTA
FURNISHED. M. HACHEY 03- 13-00 v, ..
DOW 2/15/12 Reg. Na , 47985 CLIENT APPROVAL DATE SCALE DRAWING NUMBER REV b
MINNEAPOLIS MARKET
J. PETERSON OS- 13-00 AS NTOED Al P420-S2 8 Will
MANUAL CHANGES MADE - YES ❑ NO 0 DWO PILE UPDATED - YES 0 NO 0 MODEL UPDATED - YES 13 NO ❑ CADD FILE NO.: AIP42051 .DWO
8 7 6 5 4 3 2 1
EQUIPMENT SHELTER
ELECTRICAL SCHEMATIC
120/240 VAC SERVICE
(FIELD INSTALLED BY CONTRACTOR) - 07 EXIST. CND BAR
EIS (TYP)
D
100 AMP MAIN \ � �
BREAKER
- PANELBOARD 1
\ /
GND ELECTRODE \
r PER NEC 250-24
1
S/N S/G
100 100 13-#4 GND EXIST. CND BAR 4'� IST. 4 /2 AWG IN 2- PVC 1
�\ \ T. 4 # 5 BELOW GRADE 1
(<3 RED LT - - - - - - - =� \ TOP OF TOWER '� � � ` ``
1
S N GENERATOR
„ /3 13LK 12 / RECEPTACLE
MECHANICAL I \
= INTERLOCK EXIST. 4/0 AWG INSULATED
30 20 DUWNLEAD ABOVE GRADE
�� T Y PVC FOR TELCO \�
*OT #110 RED 1212 RED pp SINGLE
HVAC20 S/N RECEPTACLE/ 0 BLK 3 4 ^ / 12 BLK pp NTERIOR GFCI \` \
20 pp S/N 1 \\ \\\ I
�4--FF�� ,-, EXIST. 4/0 AWG
SIN �J�' #12 RED 5 6 ^O INSULATED
- 0 INTERIOR EXIST. GND BAR ®
QO O - I
LIGHT O 7 8 O BOTTOM OF TOWER \
SWITCH
I \
9 10 ^O I I \\
O^ 11 12 ^O I I
EXIST. I 1
�� 13 14 � I I LOCK
- O O BLOCK I
- � 15 16 �
O^ 19 20 ^O I I
I I I
BBU 1
O 21 22 O 2 BASIC I
I 1
.. O 23 24 �O
I I
I
25 26 1
30 8 I I EXIST, 1
O^ 27 28 # IQ BLK S/N EXIST. BUS I �!
SURGE I I 100A LOAD CENTER BAR
29 30 j10 RED SUPP. OR PANELBOARD I f
O EXIST. EQUIPMENT BUILDING (FOR WIRING AND 1 I I I
INSTALLATION OF EQUIPMENT REFER TO I I If
MANUFACTURERS SPECIFICATIONS) I ` I
R EE
\ 4/0
BBU I ` 4/0 AWG IT
IG ENGINEERS MODIFIED ONLY THE PARTS OF THIS i 1 HARE 1
ING THAT ARE CLOUDED WITH REVISION NUMBERS 7 & 8 f
B EQUESTED BY T-MOBILE. A SITE WALK WAS NOT PERFORMED. f
EFORE, ULTEIG CANNOT VERIFY THE ACCURACY OF THE ORIGINAL I
R INGS PROVIDED BY T-MOBILE THAT WERE USED TO COMPLETE %
MODIFICATIONS.
SIGNATURE ON THESE DRAWINGS ONLY COVERS THOSE ITEMS �NOTES: T ARE CLOUDED WfiH REVISION NUMBERS 7 & B.1 . SEE ANTENNA COAX GROUNDING SYSTEM DETAIL IG DID NOT PERFORM A STRUCTURAL ANALYSIS ON THE ❑LISTING I I i I
A (TYPE 2) ON STANDARD - E2S. CTURE FOR THE INSTALLATION OF THE PROPOSED MICROWAVE DISH I TEST O1 EXIST. — iRADIO UNIT. THEREFORE, ULTEIC IS NOT CERTIFYING THE ADEQUACY WELL El SGENERATOR2. CONNECT COA% GROUND KITS TO MASTER GROUND THE STRUCTURE TO SUPPORT THE PROPOSED LOADING AS DETAILED RECEPTACLEBUS AT B/TOWER. HIS DRAWING. I -- --- -- - - - - - - - -
3. CONNECT COAX GROUND KITS TO GROUND I GND ROD 02
— rdBUS AT T/TOWER.
EXIST. (TYP) EIS
METER
4, CONNECT LNA GROUND TO GROUND BUS AT I
T/TOWER (LNA NOT SHOWN), I
5. ALL GROUNDING CONNECTIONS TO BE MADE USING I I
EXOTHERMIC WELD PROCESS UNLESS OTHERWISE I I
APPROVED BY DESIGNER.
EXIST,
6. FOR GROUNDING OF EQUYIPMENT SUPPORT STEEL,
e ICE BRIDGE/CANOPY AND WAVEGUIDE BRIDGE, SEE I W RIGID
I ABOVE GRADE
APPLICABLE PORTION OF DETAIL TYPE 2, STANDARD I /4 �2 AWG I
DWG. E2S,
7, ELECTRICAL CONTRACTOR TO PULL BONDING I
JUMPER 10 UIC. I I
(
t
LOCATOR BALLS MUST BE USED ON THIS SITE,
8 RING GROUNDS: BALL AT EACH CORNER
ELECTRIC: ONE OR TWO BETWEEN UIC AND METERimm
ae 8 2/15/12 REVISED PER KLM COMMETS TELEPHONE ONE OR PEDISTALTWO BETWEEN UIC AND TELCO ENLARGED SITE PLAN
A 7 10/6/11 ADDED (1 ) DISH, (1 ) RFU—C & (1 ) 1 /4' COAX ND SCALE: NONE
WO
REY DATE REVISION DESCRIPTION SG APPROVED RF FN OP INSTALL REFERENCE DRAWINGS PROJECT N0,
cHK PRIOR LAKE WATER TOWER
1 01/26/00 ISSUED FOR CONSTRUCTION CM T10 JP SR NOTICE: THIS DRAWING HAS NOT BEEN PUBLISHED AND Al P420
IS THE SOLE PROPERTY OF T-MOBILE - MINNEAPOLIS DEAONED IR DATE d
2 03/13/00 MOVED BUILDING LOCATION ACCESS EASEMENT DT SR MARKET AND IS LENT TO THE BORROWER FOR THEIR S. SMITH 01 2fi O
CH UP CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF / /DO POWER AND
=FFIZALIDESIGN
C PURPOSES ONLY. GROUNDING PLAN
5 5-17-00 CHANGED LEASE AREA SIZE RR MN ® THE LOAN OF THIS DRAWING, THE BORROWER PROMISES TO BE DETERMINED cxccAEo Pr DATECN 7 AND AGREES TO RETURN IT UPON REQUEST AND AGREES o1THAT R WIIL NOT BE REPRODUCED, COPIED, LENT ORR. C. MILLER 1 /26/00
M6 12-29-M AS-BUILT DRAWINGS OTHERWISE DISPOSED OF DIRECTLY OR INDIRECTLY, NOR APPROVED BY DATE81 T ob 4741 TOWER STREET
USED FOR ANY PURPOSE OTHER THAN WHICH IT IS PRIOR LAKE, MINNESOTA
FURNISHED. J, AUTH 1/28/00
at MINNEAPOLIS MARKET W[MAPPROYAL DATE SCALE DRAWING NUMBER REY z K
J. PETERSON 1/28/00 AS NOTED Ai P420-E1 8 a
MANUAL CHANGES MADE - YES 0 NO ❑ DWO FILE UPDATED - YES ❑ NO ❑ MODEL UPDATED - YES 0 NO ❑ CADO FILE NO.: AIP420EI .DWO