HomeMy WebLinkAboutSprint Pending 12.1113 - Permit ( 04 rKlo�
CITY OF PRIOR LAKE BUILDING PERMIT, Date Recd
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT 9 Z0 12-
s°
t. white Pile PERMIT NO. l 2 1 / ( 3
2. Pink City
3. Yellow Applicant
(Please type or print and sign at bottom)
ADDRESS: 5560 Cedarwood St NE, Prior Lake, MN 55372 ZONING (office use)
PUS
LEGAL DESCRIPTION (office use only)
LOT 001 BLOCK 001 ADDITION Crest Water Tower ADDN Subdivison CD 25333 PID 253330010
OWNER
(Name) City of Prior Lake (Phone) 952 -447 -9851
(Address) 4646 Dakota Street SE, Prior Lake, MN 55372
BUILDER
(Company Name)_Overland Contracting Inc/ Black & Veatch (Phone) 913 - 458 -3883
(Contact Name) Mark Wambach (Phone)
(Address) 7760 France Avenue South Ste. 640, Bloomington MN
TYPE OF WORK ❑ New Construction ['Deck ['Porch ❑Re- Roofing ['Re-Siding ['Lower Level Finish ❑ Fireplace
Addition ['Alteration ['Utility Connection
CODE: I.R.C. I.B.C. ® 0 Misc: Modification to Wireless facility_ R i li—
Type of Construction: I III IV V A
Occupancy Group: A B E F HI MR S Uo PROJECT COST /VALUE i e, oo 2
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 tha 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
X ci c revoke this permit f r s Furth ore, official ore, I hereby agree that the city ocial or a designee may enter upon the property to perform needed jtnspect}ons.
rl �A1�1 C fr AO(
Signature Contractor's License No. Date
Permit Valuation ODa Park Support Fee # $
Permit Fee $ 301.50 SAC # $
Plan Check Fee $ z o I -/ e Water Meter Size 5/8 "; 1 "; $
State Surcharge $ Pressure Reducer $
Penalty $ Sewer /Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer & Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE 5 4 g
This Application Becomes Your Building Permit When Approved Paid 5 (7 6,e5 Receipt No. 67 -. 1 111
Date j/0 Z-- By Kd
Building Official Date
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued.
Planning Director Date Special Conditions, if any
24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4243
i ii i
4646 Dakota Street S.E., Prinnnesota 55372
11111i ._
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BADGER STATE INSPECTION, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54758 715 -533 -8686
February 13, 2013
Bob Hutchins By E -Mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Drawing Approval for the Sprint RRU and Antenn. Upgrade on the Cedarwood Street Water Tower
Located in the City of Prior Lake, Minnesota.
Sprint Site Number: MS03XC159 Site Name: Prior Lake Water Tower
BSI Project WI 1013
Dear Mr. Hutchins:
Badger State Inspection (BSI) has completed the final review of the Sprint (Rev 4) drawings dated February 4, 2013 for
the above referenced antenna upgrade on the Cedarwood water tower. We find that the drawings represent an installation
that is acceptable to BSI. Unless the City has additional outstanding requirements, BSI recommends the City of Prior
Lake approve the drawings as submitted.
A preconstruction conference with Sprint representatives, their contractor and subcontractor(s), the City of Prior Lake,
and BSI can be scheduled to discuss the construction. It should be relayed to the contractor that BSI will be inspecting the
welding, surface preparation, and coating during this project (including shop coating). The contractor will need to contact
BSI to schedule both field and shop inspections. If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
7 C,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2012Antenna \WI1013 Prior Lake, MN Cedarwood Street WT\ Sprint Upgrade\Drawing Approval 02 -13- 2013 \.doc
BADGER STATE INSPECTION, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54738 715 -533 -8686
January 8, 2013
Bob Hutchins By e-mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Second Review of Proposed Sprint Antenna Installation on the Cedarwood Avenue Water Tower in the
City of Prior Lake, Minnesota.
Sprint Site Number: MS03XC159 Site Name: Prior Lake Water Tower
BSI Project WI 1013
Dear Mr. Hutchins:
Thank you for providing BSI with the opportunity to assist the City of Prior Lake with this Sprint Antenna upgrade. It
appears that this installation will take place in three separate phases. The first phase consists of Sprint adding the new
equipment which consists of (1) MMBS BBU cabinet, (1) MMBS battery cabinet, (3) new power wave panel antennas,
(6) RRU's, (1) GPS antenna, and associated cables and hardware. Phase two consists of having the new equipment and
existing equipment on the tower during the interim migration and phase three, Sprint will return and remove existing
panel antennas and associated hardware that are not needed after the upgrade is completed and is running properly.
BSI has reviewed the revised drawings dated 12 -11 -2012 provided by Sprint regarding the proposed antenna installation
and has the following observations and recommendations to forward to Sprint:
1. BSI still has not seen the structural analysis for this upgrade. BSI recommends the City of Prior Lake not
accept any version of the drawings until a certified structural report is included with the plans.
2. Drawing A -3 Detail D: The RRU Pipe mount must not block the walking space of the column stiffener.
Please revise the drawing to show an 8" standoff bracket welded to the inside face of the stiffener. The RRU
mounting pipe can then be bolted to the standoff bracket. The coax cables must run under the stiffeners so
they do not cause a tripping hazard. Please revise the detail of this installation.
3. Drawing A -4 Antenna layout: Please show the RRU's and Hybrid Breakouts on the inside of the column
stiffeners of the fluted column.
4. Drawing A -7 Detail E: Please show the RRU mounting pipes attached to the inside face of the stiffener.
Below is a drawing with an approved method of attachment.
PROPOSED
PROPOSED 3' -0' x 2'
EXISTING WATER TOWER
STD. SCH 40
MOUNT PIPE WITH
WE1� ENO CAPS (TYP)
•
SHELL (INSIDE)
PROPOSED
U -BOLT (TYP)
PROPOSED r ( PROPOSED 5/8
1900 MHz RRU A325 CARRIAGE BOLT
SNUG TIGHT (lYP)
PROPOSED EXISTING STIFFENER RING
800 MHz RRU WITH FILTER (CONTRACTOR TO FIELD
(MOUNTED BEHIND) VERIFY LOCATION AND
SIZE)
1
v° 1I Mr (TYP)
' � � PROPOSED WALL
r PEHET
�ls � (SEE NOTE RAT1oN S)
PROPOSED
. L3'x3'xt/4'xl. -0'
EXISTING WATER TOWER
SHELL (OUTSIDE)
INSIDE VIEW
AIL 41111
01 4 Ilk
or
•
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1
/ 1
1
A
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800/1900 MHz
AZIMUTH
158
These recommendations should be incorporated into the construction drawings and an updated copy provided for our
review, in addition to the one provided to the City of Prior Lake. Following final review and approval, a preconstruction
conference with Sprint, their contractor and subcontractor(s), the City of Prior Lake, and BSI should be scheduled to
discuss the construction. Prior to construction, the contractor should provide welder's qualification certificates for our
review.
It should be relayed to the contractor that BSI will be inspecting the welding, surface preparation, and coating during this
project (including any shop coating). These inspections are hold points and it is the contractor's responsibility to contact
BSI to schedule all field and shop inspections. If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
•
c:\kcm\BSI\2012Antenna \WI 1013 Prior Lake, MN Cedarwood Sprint Upgrade\Review Number lOctober 18, 2012 \.doc
BADGER STATE INSPECTION, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54738 715 - 533 -8686
January 8, 2013
Bob Hutchins By e-mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Second Review of Proposed Sprint Antenna Installation on the Cedarwood Avenue Water Tower in the
City of Prior Lake, Minnesota.
Sprint Site Number: MS03XC159 Site Name: Prior Lake Water Tower
BSI Project WI 1013
Dear Mr. Hutchins:
Badger State Inspection (BSI) has reviewed the November 28, 2012 structural assessment provided by Michael L. Owens
P.E. (Minnesota P.E. License No. 44052) of SSC. The analysis indicated that Sprint will be utilizing existing Sprint
mounts on the fluted column for the antennas on the exterior. New mounts will be installed on the interior of the tower for
the RRU mounting system. BSI agrees with the engineering analysis that the impact on Water Tower No.1 as a result of
the additional loading of the new Sprint antennas and new equipment for both the intermediate and final configuration
will be negligible. Therefore we recommend the City of Prior Lake, Minnesota accept the structural analysis for the Sprint
upgrade on the Cedarwood water tower.
BSI has made a request to change the attachment method for the RRU's on the interior of the column (BSI Review No.2
1 -8 -2012) but we feel that there will be an insignificant change in the loading on the structure.
If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
oc\kcm\BSI\2012Antenna \WI 1013 Prior Lake, MN Cedarwood Sprint Upgrade \Structural Approval 1 -9, 2013 \.doc
BADGER STATE INSPECTION, LLC
Water Tower Specialist / Antenna, Evaluations, Inspection
P.O. Box 157 Osseo, WI 54738 715 -533 -8686
October 18, 2012
Bob Hutchins By e-mail only
Building Official
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
RE: Initial Review of Proposed Sprint Antenna Installation on the Cedarwood Avenue Water Tower in the
City of Prior Lake, Minnesota.
Sprint Site Number: MS03XC159 Site Name: Prior Lake Water Tower
BSI Project WI 1013
Dear Mr. Hutchins:
Thank you for providing BSI with the opportunity to assist the City of Prior Lake with this Sprint Antenna upgrade. It
appears that this installation will take place in three separate phases. The first phase consists of Sprint adding the new
equipment which consists of (1) MMBS BBU cabinet, (1) MMBS battery cabinet, (3) new power wave panel antennas,
(6) RRU's, (1) GPS antenna, and associated cables and hardware. Phase two consists of having the new equipment and
existing equipment on the tower during the interim migration and phase three, Sprint will return and remove existing
panel antennas and associated hardware that are not needed after the upgrade is completed and is running properly.
BSI has reviewed the drawings provided by Sprint regarding the proposed antenna installation and has the following
observations and recommendations to forward to Sprint:
1. In general the drawings lack detail, please provide an overall site drawing that includes both the RAD centers
and the azimuths of Sprint's antennas. The drawings should also include the RAD centers and azimuths of all
other providers on the tower. The City is also requesting a site layout to include the locations of all providers'
equipment buildings, the distance from the tower and the underground cables to the tower base.
2. BSI recommends the City of Prior Lake not accept any version of the drawings until a certified structural
report is included with the plans.
3. Under T -1 in the Site information column, please add the following under Owner's Contact:
Jacob Theisen
Maintenance Manager
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
(952) 447 -9899
4. Drawing T -1: BSI recommends the City of St. Louis Park not accept any version of the drawings until a
certified structural report is included with the plans. It appears that Black & Veatch is responsible for the
plans. BSI recommends that the final drawings be stamped and signed by a Professional Engineer registered
in the State of Minnesota.
5. Drawing GN -2 under Structural Steel Notes Replace Item Number 6 with the Following: All field
modifications shall be surface prepared and painted using the painting instructions.
6. Drawing A -1 Site plan: Please show the location of the existing Sprint coax cables from the lease area to the
water tower.
7. Drawing A -3 Detail A Site Plan: Please indicate whether or not the proposed hybrid cables will be routed
through Sprint's existing underground PVC pipes.
8. Drawing A -3 Detail C: The antenna brackets need to be seal welded to the tower not bolted. Please provide a
detail of an 8" standoff bracket. Seal welding the brackets will minimize future coating repairs and prevent
any rust streaking of bolt holes and lapped plate installations. Also show the weld details of the 4" hybrid
cable penetrations. Please add welded end caps on the antenna mounting pipes. Show the height of the
mounting pipe and the height of the antennas.
9. Drawing A -3 Detail C and D: The City would like the 1900 RRU's and 800 RRU's installed inside the
fluted column. This will require welding two flat bars across the recessed area of the flute and installing a
short pipe to attach the RRU's.
10. Drawing A -3 Detail C: Please provide details of the size and attachment methods for the proposed Hybrid
Break Out enclosure. If the cylinders are too large, they may also need to be installed inside the tower.
11. Drawing A -4 Antenna layout: Please show the RRU's and Hybrid Breakouts on the inside of the fluted
column.
12. Drawings A -6, RF -1, E -2, E -3, E -4, E -5, G -1 G -2, G -3, F -2 and F -3 are all outside BSI's areas of
expertise and were not reviewed. If desired, BSI recommends that you have the City electrical engineer
review the electrical and ground drawings.
13. Painting Instructions: Sprint should be responsible for performing spot coating repairs to areas damaged by
the new antenna installation and after antenna removal.
Add the following painting instructions to the drawings under General Notes:
a. Painting of all new items and repair of all damaged areas of the tower will be required. Surface
preparation and painting requirements are as follows:
• Under the direction of the Engineer, spot repair the tank and tower surfaces where the coating has
been damaged by structural repairs and modifications using SSPC -SP -10 Near White Metal Blast
Clean. This work includes all new items and at other areas damaged by structural repairs or
modifications. Feather edges of existing coating, at spot blasted areas, using SSPC -SP -3 Power
Tool Cleaning methods.
b. Before any primer or coating is applied, metal surfaces shall be completely dry, dust free, inspected, and
approved by the Engineer.
c. No coating shall be permitted when the relative humidity is expected to exceed 85% or temperature is
expected to drop below 40 degrees within 8 hours after the application of the coating. Proceed with
surface preparation and coating application only when air and surface temperatures are above the
manufacturer's recommended minimum surface temperature and below 100 degrees F, and surface
temperature is at least 5 degrees above wet bulb air temperature reading. Coating shall not be applied to
dusty, wet, or damp surfaces and shall not be applied in rain, snow, fog, or mist. If working conditions
are questionable, the Engineer shall make the decision and the Contractor shall accept the Engineer's
interpretation as final and binding.
d. Prime coat must be applied within 8 hours of abrasive blasting.
e. Apply by brush one (1) additional coat of primer to insure a uniform coat of primer thoroughly worked
into and around all seams, welds, bolt assemblies, plate overlap seams, and other irregularities in the
surface.
f. Antennas, exterior coax cables, and exterior jumper cables to be painted to match existing tank color. All
items attached directly to the tank, such as mounting brackets and supports, should be painted to match
existing tank coating system and color. Cables may require scarification prior to coating.
g. Exposed coaxial cables: Solvent wipe all exposed cables prior to priming with the recommended
solvent. Prime the cables and jumper cables with 2 coats of X -I -M Coax Cable Binder & Sealer (Product
No. 1138). Manufacturer's phone number is (800) 262 -8469. After priming, apply one finish coat to the
cables as directed by the engineer.
h. If galvanized materials used, the galvanized surfaces must be solvent wiped and brush - blasted prior to
coating.
j. Specifications apply to both shop and field coating.
k. Exterior surface spot repair and re- coating:
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 exterior primer shall be TNEMEC Series
90-1K97 Aromatic Polyurethane, Zinc Rich Primer 2.0 - 3.5 mils DFT. The DFT of the primer at
any individual spot measurement location shall be 3.0 mils minimum. Intermediate coat shall be
TNEMEC Series N140, at 4.0 — 6.0 mils DFT. The DFT of the primer plus intermediate coat at
any individual spot measurement location shall be 5.0 mils minimum. Exterior finish coat shall
be TNEMEC Series 1075 at 2.0 — 4.0 mils DFT. The total dry film thickness including the
primer and the finish coat shall be 8.0 mils minimum — 13.5 mils with an average of 11.0 mils
DFT. The minimum dry film thickness of the coating at any individual spot location shall be 8.0
mils. Color shall match the existing coating color on the tower.
ii. Exterior coating shall be by brush and roller only.
1. Interior dry surface spot repair and re- coating:
• Spot blast the interior area of the tank at locations damaged during installation of antenna support
brackets and penetrations through tower, to an SSPC -SP -10 Near White Metal Blast. Feather
edges of existing coating, at spot blasted areas, using SSPC -SP -3 Power Tool Cleaning methods.
• The coating system shall match the existing coating system on the tank. It is believed that the
existing coating system is a TNEMEC Series 90 -1K97 Aromatic Polyurethane, Zinc Rich Primer
2.0 - 3.5 mils DFT. The DFT of the primer at any individual spot measurement location shall be
3.0 mils minimum. Intermediate coat shall be TNEMEC Series N140, at 4.0 — 6.0 mils DFT.
The DFT of the primer plus intermediate coat at any individual spot measurement location shall
be 6.0 mils minimum. The finish coat shall be TNEMEC Series N140 at 4.0 -6.0 mils. The total
dry film thickness including the primer, intermediate and finish coat shall be 9.0 mils minimum -
12.0 mils with an average of 10.0 mils. The minimum dry film thickness of the coating at any
individual spot location shall be 8.0 mils. The color shall match the existing interior dry color of
15 BL Tank White.
m. Antennal panel painting instructions:
• Hand scarify with 120 grit sand paper
• Solvent wipe the antennas with Denatured alcohol
• Prime with Sherwin Williams Pro -Cryl primer at 2.0 -4.- mils DFT
• Finish coat with Sherwin Williams Sher -Cryl high performance Acrylic at 2.0 -4.0 mils DFT
• Color to match the existing color on the tower (29 BL Spring Water)
14. It should be noted on the drawings that there will be anticipated coating repairs required after phase 3 is
completed (removal of the existing antennas and hardware). Sprint will be responsible for making the repairs
as pointed out by the City Engineer.
15. It should be noted that nothing installed should interfere with normal operation or use of the tower, including
the stiffeners.
16. Please provide a label on the door of the equipment building to clearly identify Sprints contact information.
Also identify Sprint's coax cables at grade level prior where they exit the underground PCV. This will help
the owner identify Sprint's equipment and contact information if there becomes an issue with the equipment.
Information on the label should include but is not limited to the following:
a. Owner
b. Site Number
c. Site name
d. Contact name and contact information(Corporate and Local)
17. The City of Prior Lake, if not already completed, should also determine and communicate to Sprint the
procedure that must be followed when reconditioning of the tower is required. BSI recommends that Sprint
temporarily remove all antennas, cables and associated equipment to protect them from damage during such
reconditioning. Abrasive blasting can easily damage cables and antennas.
These recommendations should be incorporated into the construction drawings and an updated copy provided for our
review, in addition to the one provided to the City of Prior Lake. Following final review and approval, a preconstruction
conference with Sprint, their contractor and subcontractor(s), the City of Prior Lake, and BSI should be scheduled to
discuss the construction. Prior to construction, the contractor should provide welder's qualification certificates for our
review.
It should be relayed to the contractor that BSI will be inspecting the welding, surface preparation, and coating during this
project (including any shop coating). These inspections are hold points and it is the contractor's responsibility to contact
BSI to schedule all field and shop inspections. If you have any questions, feel free to contact me at 715 -533 -8686.
Sincerely,
Kelly C. Mulhern
Owner
Badger State Inspection, LLC.
715 -533 -8686
CC: BSI Office File
c:\kcm\BSI\2012Antenna \WI 1013 Prior Lake, MN Cedarwood Sprint Upgrade\Review Number 'October 18, 2012 \.doc
Bob Hutchins
From: Vicki Poje <VPoje @ssc.us.com>
Sent: Wednesday, March 06, 2013 8:49 AM
To: Bob Hutchins
Cc: Jake Theisen; Kaytee Schmidt; Laurie Brinkmann; Andy Stephes; Jerilyn Erickson; Katy
Gehler; GreeneA @BV.COM
Subject: RE: Sprint Cedarwood upgrade MS03XC159 Bldg Permit 12 -1113 -
Consent/Amendment Decision
All:
Below is a more detailed explanation that may assist your understanding.
Essentially the existing and the proposed antennas work in the same manner. However, the new antennas will
combine the existing signals and also broadcast new signals for which Sprint has purchased licenses. The
differences between the existing and the proposed lie in the transport of the signal to the antenna. The existing
system is built using standard coaxial cable for signal transport whereas the new system converts the signal at
the base equipment to light and runs it through an optical fiber and the signal is then converted back to a signal
that is able to be broadcast over short jumpers to the antennas. By doing this, it reduces the number of cables
required to run a site and eliminates some signal degradation from the base equipment to the antenna. The
Radio Heads shown on the plans are the units that convert the communication signal from the fiber to the coax
at the antennas.
Regarding the Radio Heads, these need to have power provided to them for the conversion of the signal. The
power is being provided by DC cables that are embedded in the fiber cable. Power is being provided by Sprint's
base equipment.
Vicki
From: Vicki Poje
Sent: Tuesday, March 05, 2013 3 :00 PM
To: 'Bob Hutchins'
Cc: Jake Theisen; Kaytee Schmidt; Laurie Brinkmann; Andy Stephes; Jerilyn Erickson; Katy Gehler; GreeneA @BV.COM
Subject: RE: Sprint Cedarwood upgrade MS03XC159 Bldg Permit 12 -1113 - Consent/Amendment Decision
All:
In layman's terms, the new Network Vision antenna is 4G (LTE) capable which means more data speed and faster
internet browsing on cell phones. The other advantage in Network Vision is that we run hybrid fiber optic cable instead
of coax which means less lines running up to antenna as well as better coverage /signal strength. Attached is the
information regarding the RRU's.
Please keep in mind that the old CDMA /Legacy antennas will be taken down in the final layout, leaving only 3 Network
Vision antennas and RRU's remaining.
Let me know if you need additional information.
Vicki
From: Bob Hutchins [ mailto :BHutchins@CityofPRIORLAKE.com]
Sent: Tuesday, March 05, 2013 10:14 AM
To: Vicki Poje
1
Cc: Jake Theisen; Kaytee Schmidt; Laurie Brinkmann; Andy Stephes; Jerilyn Erickson; Katy Gehler; GreeneA@BV.COM
Subject: RE: Sprint Cedarwood upgrade MS03XC159 Bldg Permit 12 -1113 - Consent/Amendment Decision
Vicki, The city continues to be in the process of reviewing the plans and lease agreements. We have an additional request for both
tower projects. We have the specification sheets for the existing and proposed panel antennas, please provide the specification sheets
for the proposed RRU's and provide a narrative describing the functions of the existing and proposed equipment and how they
perform in layman's terms.
Our 2/27 meeting was helpful, asking for a written explanation of the antenna functions from old to new.
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: Vicki Poje [mailto:VPoje @ssc.us.com]
Sent: Tuesday, March 05, 2013 8:50 AM
To: Bob Hutchins
Cc: Jake Theisen; Kaytee Schmidt; Laurie Brinkmann; Andy Stephes; Jerilyn Erickson; Katy Gehler; Greene, Amy
(GreeneA @BV.COM)
Subject: RE: Sprint Cedarwood upgrade MS03XC159 Bldg Permit 12 -1113 - Consent /Amendment Decision
Bob:
Per the conference call last week, it was my understanding that the City attorney was to have a decision made as to
whether a consent or an amendment is required for the work to be performed? We have provided all the
documentation that the City has requested for their review. We need to have this site completed as soon as possible.
Thanks for your cooperation and assistance.
Vicki
From: Vicki Poje
Sent: Thursday, February 28, 2013 1:22 PM
To: Bob Hutchins (bhutchins @cityofpriorlake.com)
Cc: Jake Theisen; Kaytee Schmidt; Laurie Brinkmann; Andy Stephes; Jerilyn Erickson; Katy Gehler
Subject: Sprint Cedarwood upgrade MS03XC159 Bldg Permit 12 -1113 - FCC Licenses
Bob:
Per the City's request yesterday, attached are the iDEN and CDMA licenses for this location.
Vicki Poje
SSC
9900 West 109 Street, Suite 300
Overland Park, Kansas 66210
Phone: 913- 438 -7700
Fax: 913- 438 -7777
vvww.ssc.us.com
2
PP- pm
1 SSC
November 28, 2012
Site Number: MS03XC159
Site Name: Prior Lake Water Tower
Site Address: 5560 Cedarwood St. NE, Prior Lake, MN 55372
Structure Type: Existing Water Tower
As requested, Selective Site Consultants, Inc. (SSC) has reviewed documents
regarding the subject site in order to assess its structural capability to support the
proposed antenna loadings. Documents reviewed include SSC Rev 2 drawings
dated 11- 21 -12, B &V Rev 3 drawings dated 09 -25 -96 and current photos.
1. Interim Configuration:
• Elevation 90': (2) CDMA antennas, (1) Powerwave P90- 15- XLPP -RR
antenna, (1) RRH -C2A 800 MHz RRU, and (1) RRH -P4 1900 MHz RRU
per sector mounted on pipe mounts attached to the fluted column of the
existing water tower corresponding to azimuths 0, 120, and 240 degrees.
2. Final Configuration:
• Elevation 90': (1) Powerwave P90- 15- XLPP -RR antenna, (1) RRH -C2A
800 MHz RRU, and (1) RRH -P4 1900 MHz RRU per sector mounted on
pipe mounts attached to the fluted column of the existing water tower
corresponding to azimuths 0, 120, and 240 degrees.
The proposed antennas are to be mounted on the existing pipe mounts on the fluted
column of the existing water tower and at the same centerline as the existing
antennas. The RRUs will be mounted inside the water tower on new pipe mounts
attached to the fluted column of the existing water tower therefore no additional wind
load will be added by the RRUs. The weight of the antennas and RRUs will be
insignificant when compared to the gravity loads carried by the water tower. The
proposed antennas are within the projected surface area of the water tower therefore
the antennas will not produce significant additional wind load to the overall water
tower.
Per the B &V drawings, the existing antenna mounts are attached to the water tower
with (2) % "- diameter A325 bolts. The antenna mount assembly will be adequate to
transfer the loads from the antennas to the water tower. Per the SSC Rev 2
drawings, the RRU mounts are attached to the water tower fluted column with a short
steel beam that is welded to the fluted column. This assembly is adequate to
transfer the RRU loads to the water tower.
9900 WES1 1091H SIRaat SUITE 300 {19 )3.438.7700
OVERLAND PARE, KANSAS 66210 1 913 438 7771
S3C. US.cv »
Assuming that the existing structure is built per all applicable codes and adequately
supports the existing loads it is the opinion of SSC that the existing structure will be
adequate to support the proposed interim and final Sprint installation.
Thank you, and please feel free to contact us if you require further information.
Sincerely,
Michael L. Owens, P.E.
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.
Michael L. Owens
Signature Typed or Printed name
t 1 13V/L 44052
Date Reg. NO.
Pages or sheets covered by this certification: 2
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POWERWAVE Triple Broadband Antennas
POLARIZATION: XXX -Pot
P90 -15- XLPP -RR i -RET ANTENNA TB90 72" (1.8m) FREQUENCY (MHz): 806- 869, 2x1850 -1995
HORIZONTAL BEAM WIDTH ( °): 80
GAIN (dBi dBd): 14.5/12.4, 16.8/14.7
TILT: 1- 12 °/1- 8 °/1 -8°
PRELIMINARY LENGTH. 1.8m(72")
ELECTRICAL SPECIFICATIONS*
Frequency range (MHz) 806 -869 2x1850 -1995
Frequency band (MHz) 806 -869 1850 -1995
Gain (dBi /dBd) 14.5/12.4 16.8/14.7
Polarization Dual Linear +/- 45 Dual Linear +/- 45
Nominal Impedance (0) 50 50
VSWR < 1.4:1 < 1.4:1
Horizontal beam width, -3 dB ( °) 76 85
Vertical beam width, -3 dB ( °) : 12.0 5.5
Electrical down tilt ( °) 1 - 12 1 - 8
Side lobe suppression, vertical 1st upper (dB) >15 >15
Isolation between inputs (dB) > 30 > 30
Inter band Isolation (dB) >30
Tracking, horizontal plane ±60° (dB) <2 <2
First null fill (dB) > -25 > -25
Vertical beam squint ( °) < 0.5 < 0:5
Front to back ratio (dB) 180° ±30° copolar >20 >26
Front to back ratio (dB) 180° ±30° total power >20 >22
Cross polar discrimination (XPD) 0° (dB) >18 > 18
Cross polar discrimination (XPD)160° (dB) > 10 > 13
Far field coupling
1M3, 2xTx &43dBm (dBc) < -153 < -153
IM7, 2xTx &43dBm (dBc) -
Power handling, average per input (W) 500 250
Power handling, average total (W) 1000 1000
MECHANICAL SPECIFICATIONS*
Connector 6 x 7/16 DIN Female, IP67, 4 x AISG [2 x i -RET 8510.40]
Connector position Bottom
Dimensions, HxWxD, mm(ft) 1828 x 305 x 152 (6'0" x 1'0" x 0'6 ")
Mounting Pole Mounting Bracket
Weight, with brackets, kg (Ibs) 22.7 (50)
Weight, without brackets, kg (Ibs) 19.5 (43)
Wind load, frontal /lateral /rear side 42 m/s 687/122/869
Cd =1.6 (N)
Maximum operational wind speed, m/s (mph) 42 (93)
Survival wind speed, m/s (mph) 67 (150)
Lightning protection DC Ground
Operating Temperature -40C to +60C
Radome Material PVC
Radome colour Light Grey
Packing size, HxWxD, mm (ft) 2225 x 400 x 225 (7'4" x 1'4" x 0'10 ")
Shipping weight, kg (Ibs) 26.3 (58)
RET iRETAISGv1:1, IRETAISGv2.0and MET+•
Brackets 7256.00, 7454.00
'All specifications subject to change without notice. Please contact your Powerwave representative for complete performance data.
ANTENNA PATTERNS*
For detailed patterns visit httoi / /www.Dowerwave.com /rpa/
Updated: Jan 23 2012 6:53PM ®Copyrig9ht 2011 Powenvave Technologies, Inc. All ri reserved
All specifications are subject to change without notice. Please contact your Powerweve
representative for complete performance data
..��_
f pit-s,t AP17- 1900/063D
KATH ttid: \ \\ 63° Panel Antenna
SCALA DIVISION
Kathrein -Scala vertically polarized panels are part of a series of
antenna products for PCS, PCN, and other applications in the ,',
1850 -1990 MHz band, featuring:
• Patented manufacturing techniques with materials selected for
tr
long life and reliability in space diversity systems. 4. „°
• Superior electrical performance, with low VSWR, wide
bandwidth, flat frequency response, and extremely low
intermodulation products.
• An extremely low profile design provides minimal visual impact. T `5`_
• High strength pultruded fiberglass radomes.
0
• Downtilt options.
b
Specifications:
Frequency range 1850 -1990 MHz
Gain 17 dBi :
Impedance 50 ohms }R
VSWR < 1.3:1
il
Intermodulation (2x20w) IM3: -150 dBc l
Polarization Vertical
Front -to -back ratio >25 dB
Maximum input power 200 watts (at 50 °C)
H -plane beamwidth 63 degrees (half - power)
E -plane beamwidth 8.5 degrees (half - power)
Electrical downtilt 0, 2, 4, or 6 degrees
Connector 7/16 DIN female if
Weight 8.2 Ib -(3.7 kg) Dimensions 38.9 x 6.1x 1.7 inches
(988 x 155 x 43 mm) z �°'► . '� -
Equivalent flat plate area 2.04 ft (0.190 m wi ��
z�° �
Wind survival rating* 120 mph (200 kph) ! � Q ,�� � a �
Shipping dimensions 53 x 8 x 6 inches
(1346 x 203 x 152 mm) H -plane
Shipping weight 12 lb (5.4 kg) Horizontal pattern
Mounting Fixed and tilt -mount options are available V- polarization
for 1.2 to 5.3 inch (30 to 135 mm) OD
masts. Panel without electrical downtilt
can be inverted. ' 10W
See reverse for order information. y Q► � '11'� 44"0",d
* Mechanical design is based on environmental conditions as stipulated = t 4 01■ '�
IIArs�
in EIA -222 -F (June 1996) and /or ETS 300 019 -1 -4 which include the "°°11Irr■� � �'°'
static mechanical load imposed on an antenna by wind at maximum -- I �
velocity. See the Engineering Section of the catalog for further details. '-'6 ��� �� fi Ir y
Ittialk
E -plane
Vertical pattern
V- polarization
10143 -H
Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991
Email: communications @kathrein.com Internet: www.kathrein - scala.com
•
•
AP17- 1900/063D
6 3° Panel Antenna
SCALA DIVISION
6.1 inches
(155 mm)�
o1 00
r r=h 1
42 inches
AMC -1 Mounting Kit (1066 mm)
38.9 inches
(988 mm)
Mounting Options:
Model Description
AMC -1 (shown) Mounting Kit for 1.2 to 2.125 inch
(30 to 55 mm) OD mast.
AMC -2 Mounting Kit for 2.125 to 3 inch
(55 to 75 mm) OD mast.
AMC -3 Mounting Kit for 3 to 3.75 inch
(75 to 95 mm) OD mast.
AMC -4 Mounting Kit for 3.75 to 4.5 inch 7 �
(95 to 115 mm) OD mast. V'
AMC -5 Mounting Kit for 4.5 to 5.3 inch
(115 to 135 mm) OD mast.
ASB -4 Three -panel Sector Mounting Kit 1.7 inches
(120 deg. ea.) for 3.5 inch
(89 mm) OD mast. (43 mm)
TB -12 Tilt Kit for use with the above
mounting kits, 0-14 degrees
downtilt angle. ®c
Order Information:
Model Description
AP17- 1900/063D Antenna with 7/16 DIN connector
0° electrical downtilt
AP17- 1900/063D/DT2 Antenna with 7/16 DIN connector
2° electrical downtilt
AP17- 1900/063D/DT4 Antenna with 7/16 DIN connector
4° electrical downtilt
AP17- 1900/063D/DT6 Antenna with 7/16 DIN connector
6° electrical downtilt
All specifications are subject to change without notice
Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991
Email: communications @kathrein.com Internet: www.kathrein - scala.com