HomeMy WebLinkAbout014-942-03-1101-CUP-2016-017 Office of
Sawyer County Zoning and Conservation Administration
10610 Main Street,Suite 49
Hayward,Wisconsin 54843
(715)634-8288 ��'"�l
kathy.marks@sawyercountygov.org ., `�
..:.../ ,....
October25,2016
To: Town Clerk—Town of Lenroot
Notice is hereby given that on October 21,2016 the Sawyer County Zoning Committee approved the
following application:
CUP 16-017,Sawyer County
Part of the N W 1/4 SW 1/4;502,T40N,R07W;Parcel q014-942-02-3201;Vol.63 page 467;Zoned Forestry
One(F-1);10 acres of a 40 Acre parcel.
Permit is desired for: The three(3)year renewal of conditional use permit#96-023 for the
location/operation of a non-metallic mineral extraction,including rock crusher which was approved at
public hearing on October 18,1996 and most recently renewed October 18,2013.
Finding of Fact:It would not be damaging to the rights of others or property values. It would not create
an air quality,water supply,or pollution problem.Owner must maintain compliance with the
requirements of NR135 Non-metallic Mining Reclamation and Sawyer County Ordinance for Non-metallic
Mining Reclamation.
Any person or persons jointly aggrieved by the decision of the Zoning Committee may appeal the decision
to the Sawyer County Board of Appeals to review the legality of the decision within 30 days after the date
of this notice.
Kathy Marks
Deputy Zoning&Conservation Administrator
� � Town of Lenroot
County of Sawyer
July 2016
Date
SUBJECT: Conditional Use Application — Renewal
TO: Sawyer County Zoning Administration
10610 Main St. Suite 49
Hayward, Wisconsin 54843
Owner: Sawyer County- Town of Lenroot, Operator
Phone: 715/634-5673
Property description: Part of the NW '/4 SW '/4 Section 2, T 40N, R 7W, Parcel #014-942-02-3201
Acreage and lot size: 10 acres of 40 acres
Property is zoned: Forestry One (F-1)
Permit is desired for: The three (3) year renewal of conditional use permit #96-023 for the
location/operation of a non-metallic mineral extraction, including rock crusher which was approved at
public hearing on October 18, 1996 and most recently renewed October 18, 2013.
Anticipated length of presentation (circle one): <15 min. / 15-30 min. / >30 min.
Date of Public Hearing:
October�; 2016
Z�
�--
Name, address, & phone of agent: �`4�Vr( �� �����- /�d,�, ;� ;s�i�fi��.
�
Signature of property owner required.
The above hereby make application for a conditional use.
The above certify that the listed information
and intentions are true and correct.
The above person/s hereby give permission
for access to the property far onsite inspections.
OPERATION AND RECLAMATION PLAN
Seeley FireLaneGravel Pit
Town of Lenroot,Wisconsin
October 2013
Updated and Revised August
2016
TABLE OFCONTENTS
fiTRODUCTION ---------------------------------------------------------------------------------------------------- 'I
SITEDESCRIPTION....................................................................................................................................... 1
OPERATION PLAN 4
ENVIRONMENTAL PROTECTION ......................................................................................6
RECLAMATIONPLAN ...................................................................................................... 6
LIST OF FIGURES
COUNTY MAP LOCATION 2
SITE LOCATION (U.S.G.S. MAP) 3
PLAN OF OPERATIONS 5
7,8,9
ADDITIONAL PHOTOS
OPF.RATION AND RECLAMATION PLAN
INTRODUCTION
The Town of Lenroot in Sawyer County submits this operation/reclamation plan for the
continued operation of the Seeley Fire Lane Gravel Pit, to the Sawyer County Zoning
Commission together with a Conditional Use Permit application for the site. Material
supplied by the gravel pit, will be used to provide a crushed aggregate surface course
for the Seeley Fire Lane, and other town roads in the Town of Lenroot.
S/TE DESCRIPTION
OWNER
The proposed gravel pit lies on property owned by the Sawyer County Forestry
Department and is zoned Forest Cropland.
LOCATION
The proposed site is near the northern border of Sawyer County. See Figures 1 a NW
1/4SW 1/4and SW 1/4NW 1/4of Section 2, and the SE 1/4NE 1/4and NE 1/4SE 1/4
of Section 3, Township 42 North, Range 9 West. The area of the proposed operation
will not exceed 10 acres.
GEOGRAPHYAND GEOGOGY
The property under consideration is characterized geologically as ground moraine
glacial deposits by the Wisconsin Geological and Natural History Survey. An existing
cut-bank with some small abandoned material piles reveal a rock, sand and gravel
substrate. The Town of Lenroot has excavated test pits, somewhat verifying the extent
of the gravelly deposit.
ENVIRONMENTAL FACTORS
The ridge to be excavated drops in elevation to the south and west. Wilke Creek a
tributary to the West Fork of the Totagatic River, flows beyond the base of the ridge as
shown in Figure 2. Areas along the stream banks are marshy.
Seeley Fire Lane Grave/Pit Operation Plan Page 1
ADJOINING LAND USE
Property that surrounds the proposed gravel pit site is all Sawyer County Forest,
zoned Forest Cropland. The nearest residential properties are 2 1/2 miles away.
OPERATION PLAN
SITE LAYOUT
Figure 3 shows proposed layout of the gravel pit operation, with material stockpile
location, crusher site, and extraction area.
CLEARING AND STRIPPING
Prior to excavation, trees will be cleared from the extraction area and topsoil
stockpiled for future reclamation. Salvageable timber will be cut and stacked for
future sale.
EXTRACTION SEQUENCE
Material extraction will begin at the existing cut-bank and proceed northwesterly.
OPERATION ACTIVITIES
Proposed operation activities include the following:
gravel extraction - continuous
conveying - continuous
loading - continuous
crushing - continuous
screening - occasional
DURATION AND HOURS OF OPERATION
Crushing operations, if any, will occur during the hours of 7 a.m. to 7 p.m.,
Mondaythrough FridayorSaturday. Crushed aggregateswill be loaded, hauled,and
placed on the described roadways as necessary.
Excess stockpiled materials will be used for future maintenance of the fire lanes
and town roads.
OPERATION EQUIPMENT
Equipment to be operated at the site include a portable Hydrocone crusher, breaker
and screening plant,two conveyor belts, two wheel loaders, one dozer, and a generator
van. Fueling of equipment will be performed on-site via a mobile tank vehicle.
HAUL ROUTES
Crushed aggregate will be hauled from the pit and placed directly on the fire lanes and town roads.
Seeley Fire Lane Gravel Pit Operation Plan Page 4
NATURALOR
CONSTRUCTED BERM
CRUSHER SITE 84
� STOCKPILE AREA DIRECTION OF
� EXTRACTION
ti
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�"" SEELEY FIRE LANE ;; ���' `�'-�'�- ,,,�
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FIGURE 3
PLAN OF OPERATIONS
TOWNOFLENROOT
SEELEY FIRE LANE GRAVEL PIT
DATE: SCALE: DRAWN BY:
9/ 12/96 ]'1=100' H. HARRINGTON
NORTHERN W/SCONSIN-BASED ENG/NEERS, INC.
i
EXTRACTION RA TE
Future plans are to extract and crush on average 100 cubic yards per hour,or 1200
cubic yards per day of material.
ENVIRONMENT,4L PROTECTION
EROSION CONTROL
Precipitation falling within the extraction zone will be contained within the extrac-
tion zone limits. Runoff waters are not expected to accumulate in the pit bottom
due to the porous subsurface soils.
A natural or constructed berm will be maintained between the stream/wetlands and
extraction area.Any additional work necessary to prevent sediment from reaching the
streams/wetlands will be implemented.
DUST AND NOISE
Existing woodlands will provide a natural buffer between the gravel pit operation and
residents on the Seeley Fire Lane,the nearest of which are 2 1/2 miles from the
proposed operation site.
POLL(ITION PREVENTION
Operation staff,consisting of town-employed personnel,are routinely provided
training with regard to the handling of petroleum-based and hazardous products as
well as to the prevention,identification,notification and clean-up of petroleum product
spills.
RECLAMAT/ON PLAN
A detailed reclamation plan will be submitted along with notification of pit closure.At
time of closure, pit walls will be flattened to slopes of 2: 1 (horizontal to vertical) or
flatter. Rocks and boulders will be buried prior to final grading and spreading of
topsoil.
Topsoil will be salvaged and stockpiled during the extraction process.At time of
closure,the topsoil will be spread uniformly over all disturbed areas and distributed
with fertilizer and seed.Seed mixtures and fertilizer composition will meet borrow
pit reclamation requirements as specified in W1 SDOT's Standard Specifications for
Road and Bridge Construction,current edition.
Seeley Fire Lane Gravel Pit Operation P/an Page 6
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I
. � ��al EState Sawyer County Property Listing Property Status: Current
Today's Date:9/7/2016 Created On: 2/6/2007 7:55:30 AM
'.�r Descriotion Updated: 1/21/2008 � Ownership Updated: 2/6/2007
Tax ID: 17985 SAWYER COUNTY FOREST CROP HAYWARD WI
PIN: 57-014-2-42-09-02-1 01-000-000010
Legacy PIN: 014942021101 Billinq Address: Mailin4 Address:
Map ID: .1.1-16.1 SAWYER COUNTY FOREST SAWYER COUNTY FOREST
Municipality: (014)TOWN OF LENROOT CROP CROP
STR: S02 T42N R09W PO BOX 836 PO BOX 836
HAYWARD WI 54843-0836 HAYWARD WI 54843-0836
Description: ALL OF SEC 2 FC 1933,1936,1944,1945
Recorded Acres: 646.200 � Site Address * indicates Private Road
Calculated Acres: 0.000
Lottery Claims: 0 N/A
First Dollar: No
Waterbody: Totagatic River -�= Propertv Assessment Updated: 2/6/2007
Zoning: (F-1) Forestry One 2016 Assessment Detail
ESN: 400 Code Acres Land Imp.
W4-COUN7Y FOREST CROP 646.200 0 0
� Tax Districts Updated: 2/6/2007
1 State of Wisconsin 2-Year Comparison 2015 2016 Change
57 Sawyer County Land: 0 0 0.0%
014 Town of Lenroot Improved: 0 0 �.0%
572478 Hayward Community School District Total: 0 0 0.0%
001700 Technical College
e Recorded Documents Updated: 2/6/2007 t-r' Property History
� CONVERSION N/A
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�������� SAWYER COUNTY ZONING 8 CONSERVATION DEPARTMENT
���c ca���
�y� � �.\?,��, 10610 MAIN STREET SUITE 49 • HAYWARD, WISCONSIN 54843
� �` � Phone (715) 634-8288 • Fax (775) 638-3277
iN '� �
� , , �`�� ' � i Email: pat.brown@sawyercountygov.org
�j,� `� �y� Website: www.sawvercountygov.org
I�/SCpN��� Toll Free Courthouse/General Information 1-877-699-4110
1 ��"`��
July 27, 2016
Gordon Christians, Chairman
Town of Lenroot
11702N US Hwy 63
Hayward, WI 54843
Gordy,
This is a reminder for three-year renewal of conditional use permit #96-018 for a non-metallic
mineral extraction and rock crusher at the Seeley Fire Ln. pit, that was approved at public
hearing on October, 18 1996 and renewed most recently on October 18, 2013.
The application should be signed by the property owner and returned to this office, accompanied
by an updated plan of operation, including any expansion or changes since the previous
renewal, and the public hearing fee of $100.00. The Zoning Committee has stressed the
importance of an updated written plan of operation.
An application returned by the first Friday of the month will be scheduled for public hearings in
the following month. The expiration date of permit #97-007 is Oct 21 , 2016. Please return the
application by Sep 2, 2016 (Friday) for hearings in October.
The reclamation plan for this operation has been approved and is on file. Financial assurance is
waived.
Please contact the zoning office if you have any questions on this application.
Thank you,
�G����
/
Pat Brown
Zoning and Conservation Technician
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Town of Lenroot �
County of Sawyer
OCT 1 1 2016
SUBIECT: Conditional Use Applicatfon#16-U17 '��i`:VYER CO NTY
��atv"�iK�&Dt�pll�ISTRATION
TO: Sawyer County Zoning&Conservation Administration
10610 Main Suite#49
Hayward,Wisconsin 54843
E-mail:zone.deputy@sawyercountygov.org
Owner: Sawyer County-Seeley Fire Lane-Town of Lenroot,operetor
Property descrfption: Part of the NWl/4 SWl/4;502,T40N,R07W;Parcel#014-942-02-3201;Vol.63
page 467;Zoned Forestry One(F-1); 10 acres of a 40 total acre parcel.
Permit is desired for: The three(3)year renewal of conditional use permit#i96-023 for the
location/operation of a non-metallic minerel extraction,including rock crusher which was approved at
public hearing on October 18,1996 and most recently renewed October 18,2013.
Public Hearing date:October 21,2016,8:30 AM
By Action of the Town Board,use is. ;(y, Approved O Denied O Tabled
(� �
� �
�� , - � ��
---`�� l
Gordon Christians,Chairman Rogei H ff,Su erviso/
�
> �
_-�- �' �-
ack Sjos rom,Su ervisor Steven Kariainen,Supervfsor
_ �
lason Sj strom,Supen i or
Totagalic
VJ!Id!ifc Aiea
Nelson Lake
VICINITY MAP
COMPLIANCE CODE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
THESE CODES.
1. INTERNATIONAL BUILDING CODE (IBC)
2. NATIONAL ELECTRIC CODE (NEC)
3. LOCAL BUILDING CODE
4. CITY/COUNTY ORDINANCES
UTILITY COMPANIES
POWER COMPANY: XCEL ENERGY
PHONE: (800) 895-1999
TELEPHONE COMPANY: CENTURY TEL
PHONE: (800) 201-4102
f
MILE L
lhww wh t Eow
Call Irt ."14
I
N
Lenroot
Landing
�3
d+
n Lenract
2
57
AMERICAN TOWER°
ATC SITE NAME: HARD ROCK WI
ATC SITE NUMBER: 311256
VERIZON SITE NAME: NELSON LAKE
VERIZON SITE NUMBER: 223616
VERIZON FUZE PID: 16945969
SITE ADDRESS: 12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
VERIZON AMENDMENT DRAWINGS
PROJECT SUMMARY
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
COUNTY: SAWYER
GEOGRAPHIC COORDINATES:
LATITUDE: 46.08348056
LONGITUDE:-91.513325
GROUND ELEVATION: 1322' AMSL
PROJECT TEAM
TOWER OWNER:
AMERICAN TOWER
10 PRESIDENTIAL WAY
WOBURN, MA 01801
ENGINEER:
ATC TOWER SERVICES, LLC
3500 REGENCY PKWY STE 100
CARY, NC 27518
PROPERTY OWNER:
TREVOR J WHYTE
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
APPLICANT:
VERIZON WIRELESS
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
TOWER WORK:
REMOVE (9) ANTENNA(s), (3) TTA(s), AND (12) 1 5/8" COAX CABLE(s)
INSTALL MOUNT MODIFICATIONS, (12) ANTENNA(s), (9) RRH(s),
(3) OVP(s), AND (3) 1.55" HYBRID CABLE(s)
GROUND WORK:
REMOVE (6) RRU(s)
INSTALL (9) UPCONVERTER(s), (1) ALARM(s), AND (2) OVP(s)
PROJECT NOTES
1. THE FACILITY IS UNMANNED.
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN
EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
CHANGE UNDER CFR § 1.61000 (13)(7).
PROJECT LOCATION DIRECTIONS
FROM NORTHBOUND 1-35W IN MPLS 55408, 1-35W BECOMES 1-35 N.
TAKE THE MN-70 EXIT TOWARD ROCK CREEK/GRANTSBURG. TURN
RIGHT ONTO MN-70. MN-70 BECOMES WI-70. AT SIREN, WI TURN
LEFT ONTO 2ND AVE/WI-35/WI-70. TURN RIGHT TO STAY ON WI-70.
AT SPOONER. WI TURN LEFT ONTO US-63/N RIVER ST. AT
HAYWARD, WI TURN LEFT ONTO US-77/WI-27. TURN RIGHT ONTO
WI-27. LOOK FOR ACCESS ROAD ON RIGHT EAST SIDE OF WI-27,
WITH TOWER PEEKING OVER TREES
SHEET
NO:
G-001
G-002
C-101
C-102
C-201
C-401
C501
E-501
R-601
R-602
SHEETINDEX
DESCRIPTION:
TITLE SHEET
GENERALNOTES
DETAILED SITE PLAN
DETAILED SHELTER PLAN
TOWER ELEVATION
ANTENNA INFORMATION & SCHEDULE
CONSTRUCTION DETAILS
GROUNDING DETAILS
SUPPLEMENTAL
SUPPLEMENTAL
REV:
DATE:
BY:
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/113/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
0
12/13/22
AP
AMA
OWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED- NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0�_ FOR G'p_N,$ RUC710�_ AP 12/13/22
n
0
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
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E-48683
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Authorized by "EOR"
13 Dec 2022 08:48:12 r
verizonv
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
TITLE SHEET
SHEET NUMBER: REVISION:
G-001 0
�i
(
GENERAL CONSTRUCTION NOTES:
1. OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE
CONTRACTOR WILL INSTALL
A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND
BUILD/CO-LOCATE ONLY)
B, AC/TELCO INTERFACE BOX (PPC)
C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS, MONOPOLES
E. TOWER LIGHTING
F. GENERATORS 8 LIQUID PROPANE TANK
G_ ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
H. ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L. TRANSMISSION LINE GROUND KITS
M. HANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
2.
22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP
TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR_ ALL REQUIRED
PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE
CONTRACTOR
23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON
SPECIFICATIONS AND REQUIREMENTS
24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS
SHOWN IN THESE PLANS.
26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT,
27. CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL.
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28
ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES,
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING, REPAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS, CABLE TRAYS, NONSTANDARD ANTENNA FRAMES AND
ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29.
THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS.
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSI/EiNTIA-222, AND COMPLY WITH ATC CONSTRUCTION
SPECIFICATIONS
4, CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION.
51 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER.
7, DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED,
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,
ANCHOR BOLTS, ETC.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES
SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXES/SLOPING, BARRIERS, ETC.
THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND
SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS
WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS
EXPENSE TO THE OWNER'S SATISFACTION.
30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER
BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP
SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP, ANY WORK FOUND BY
THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE
REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS
OBTAINED.
31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR
MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED,
32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE VERIZON WAREHOUSE,
NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED
AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE
THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP.
33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY
EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH
THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE
EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO
VERIZON OR THEIR ARCHITECT/ENGINEER.
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS SPECIAL CONSTRUCTION
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK, ANTENNA INSTALLATION NOTES:
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON 1. WORK INCLUDED:
REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING.
13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE VERIZON CONSTRUCTION MANAGER.
15, ALL CABLEICONDUIT ENTRYIEXIT PORTS SHALL BE WEATHERPROOFED DURING
INSTALLATION USING A SILICONE SEALANT,
16, WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD
IMMEDIATELY_
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
18, CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF
EACH DAY.
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF
OTHER OCCUPANTS OF THE FACILITY,
20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION (ATC)
WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP
TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED
SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL
ALL ITEMS PROVIDED.
A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A
SEPARATE CONTRACT, THE CONTRACTOR SHALL ASSIST ANTENNA
INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.
ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
PERSONNEL
B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE.
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING
ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY
DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER,
SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING
RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED
10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE
AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION.
F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL
CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S
REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF
ENTRY PORT LOCATION UNLESS OTHERWISE STATED
G- ANTENNA AND COAXIAL CABLE GROUNDING:
2: ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE TO BE
WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT #221213 OR
EQUAL.
3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
COAXIAL CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AM ERICATI TOWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED, ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED, NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT,
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES, ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
/0 FOR CONSTRUCTION AP 171.132
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
Wo
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.� E-48683
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Authorized by "EOR"
13 Dec 2022 08:48:12 CO
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venzon .
ATC JOB NO:
14178981 D1
CUSTOMER ID:
NELSON LAKE
CUSTOMER #: 223616
GENERALNOTES
SHEET NUMBER:
REVISION:
G-002
0
SITE PLAN NOTES:
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT
KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE
TIME OF THIS DESIGN. THE CONTRACTOR SHALL
VISIT THE SITE PRIOR TO CONSTRUCTION AND
VERIFY ALL EXISTING CONDITIONS RELATED TO
THE SCOPE OF WORK FOR THIS PROJECT.
2, ICE BRIDGE, CABLE LADDER, COAX PORT, AND
COAX CABLE ARE SHOWN FOR REFERENCE ONLY.
CONTRACTOR SHALL CONFIRM THE EXACT
LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS
PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS
OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL
VERIFY ALL ASPECTS OF THE COMPONENTS MEET
THE ATC SPECIFICATIONS.
3. NO ELECTRICAL SCOPE IS INCLUDED IN THIS
PROJECT.
LEGEND
®
GROUNDING TEST WELL
ATS
AUTOMATIC TRANSFER SWITCH
B
BOLLARD
CSC
CELL SITE CABINET
D
DISCONNECT
E
ELECTRICAL
F
FIBER
GEN
GENERATOR
G
GENERATOR RECEPTACAL
HH, V
HAND HOLE, VAULT
IB
ICE BRIDGE
K
KENTROX BOX
LC
LIGHTING CONTROL
M
METER
PB
PULL BOX
PP
POWER POLE
T
TELCO
TRN
TRANSFORMER
CHAINLINK FENCE
PROPOSED CABLE LENGTH:
1. ESTIMATED LENGTH OF PROPOSED CABLE IS 310'.
ESTIMATED LENGTH OF CABLE WAS PROVIDED BY
CUSTOMER OR CALCULATED BY ADDING THE RAID
CENTER AND THE DISTANCE FROM THE SHELTER
ENTRY PLATE TO THE TOWER (ALONG THE ICE
BRIDGE) AND A SAFETY FACTOR MEASUREMENT OF
15% (OF THE TWO PREVIOUS VALUES), CDS DEFER
TO GREATEST CABLE LENGTH.
2. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY CABLE
MANUFACTURER. OTHERWISE, ATTACH CABLES TO
HORIZONTAL OR DIAGONAL TOWER MEMBERS
USING PROPOSED STAINLESS STEEL ADAPTERS (DO
NOT ATTACH TO TOWER LEG).
v ---
C; 47VEL
SURFACE
X
8' X 8'
PLATFORM
G
/B
LATTICE
TOWER
EXISTING
(12) 1 5/8" COAX CABLES
(TO BE REMOVED)
PROPOSED (3) 1.55" HYBRID CABLE(s)
(ROUTED PER PROPOSED CABLE LENGTH NOTE 2)
(REFER TO PROPOSED CABLE LENGTH NOTE ON
111 I T THIS PAGE)
{ LC
X
X
I DETAILED SITE PLAN
GRAPHIC SCALE
20 0 10 20
( IN FEET)
1 UNIT = 20 FEET
II
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1
x
};
EXISTING VERIZON
1 1 ' X 26' SHELTER WITHIN A
20' X 40' GROUND SPACE
Ak
AMNMCM T0VVE R•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
A0 _ FOR C0148M CT10� AP 12113I2
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
MUSTAPHA
RAHA
E-48683
CARY
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Authorized by "EOR"
13 Dec 2022 08:48:12
verizonv
E
JOBNO: 14178981Dl
TOMER ID: NELSON LAKE
CUSTOMER #: 223616
DETAILED SITE PLAN
SHEET NUMBER: REVISION:
C-101 0
i
Ii
� I
EXISTING
(12) 1 5l8" COAX CABLES
(TO BE REMOVED)
PROPOSED (3) 1.55" HYBRID CABLE(s)
1 PROPOSED GROUND EQUIPMENT LAYOUT
GRAPHIC SCALE
0 2.5 pl
( IN FEET) �V
1 UNIT = 5 FEET
EXISTING VERIZON WIRELESS
(6) RUL01 B13 RRU
TO BE REMOVED
PROPOSED VERIZON WIRELESS
(1) PB-1 9-SYS-1 6-BB UPCONVERTER(s),
(6) PB-PSU-162-BB UPCONVERTER(s),
(2) PB-PSU-COV-BB UPCONVERTER(s),
(1) 2260-ALM-RS485 ALARM(s),
(1) RVZDC-2260-RM-48 OVP(s), AND
(1) RVZDC-4520-RM-48 OVP(s)
(TO BE INSTALLED)
7NG VERIZON
26' SHELTER WITHIN A
20' X 40' GROUND SPACE
AL
ALMEMCAN T+DWER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46"112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
00 FOR GO�(STRUCTJON AP IV13 2
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL
"V
MUSTAPHA � r
� TA
E-48683
�o CARY W
�11/J111111110
Authorized by "EOR"
13 Dec 2022 08:48:13 CO
■
verizon*/-
JOB N0:
14178981Dl
CUSTOMER ID:
[ACTC
NELSON LAKE
1
USTOMER #:
223616
DETAILED SHELTER
PLAN
SHEET NUMBER:
REVISION:
C-102
0
TOP OF EXISTING
HIGHEST APPURTENANCE
ELEV 259.89'
/OP Uh LXISIING I(
ELEV
E
1 2 PROPO:
�0 p EQL
MOUNT MO
PROPOSED VERIZON jk
RAID CENTER @ 243'. 245'. 247' IMF
EWSTING CARRIER ANTENNA5
RAL) CENTER O ELEV 23.1.41
EXISTING TOWER
TOWER ELEVATION
SCALE: N.T.S.
— 01STN6 TOP
UF' aA5F P TF
PER MOUNT ANALYSIS COMPLETED BY VERIZON,
DATED 1 V02/22, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING. THE MOUNT MODIFICATION
DETAILED AT THE END OF THIS PLAN SET, MUST
BE INSTALLED PRIOR TO THE INSTALLATION OF
THE PROPOSED ANTENNAS AND OTHER
EQUIPMENT.
HYBRID CABLE INFO
QUANTITY FROM COAX PORT
3
LENGTH FROM SHELTER SURGE
26 t
PROTECTOR TO ENTRY PORT
LENGTH FROM ENTRY PANEL TO TOWER
20
LENGTH FROM T.O.C. TO TOWER SURGE
264 t
PROTECTOR CIL
TOTAL HYBRID CABLE LENGTH
310 t
POWER SHIFT NEEDED DUE TO HYBRID LENGTH OVER
200 FEET
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT MANAGER THAT
THEY HAVE THE MOST RECENT VERSION OF THE
STRUCTURAL ANALYSIS BEFORE COMMENCING
WORK. EXISTING AND PROPOSED TOWER
APPURTENANCES, MOUNTS, AND ANTENNAS ARE
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
2. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY
CABLE MANUFACTURER. OTHERWISE, ATTACH
CABLES TO HORIZONTAL OR DIAGONAL TOWER
MEMBERS USING PROPOSED STAINLESS STEEL
ADAPTERS (DO NOT ATTACH TO TOWER LEG).
4. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE
ABOVE GROUND LEVEL (A.G.L.)
5. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
J&
AMEMCAN TQWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT,
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
o F I C , N67RUCTION AP 12A122.
A
A
I
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
MUSTAPHA
.,.A
rt'nn
Y E-486I
CARY W
0
UIIIIIIIINI
Authorized by "EOR"
13 Dec 2022 08:48:13 CO
verizonill
ATC JOB NO:
14178981 D1
CUSTOMER ID:
NELSON LAKE
CUSTOMER #:
223616
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C-201
0
LOCATION
SECTOR I RAD AZ POS
Al
ALPHA 1 246" 1350'
A3
Bl
BETA 246] 100' B2
GAMMA 1 246' 1 200'
EXISTING TOWER
00
/t
Q
EXISTING ANTENNA (TYP,)
(REFER TO CHART FOR
DETAILED INFORMATION)
AZ= 100•
BETA
r EXISTING TTA (TYP.)
fj (REFER TO CHART FOR
DETAILED INFORMATION)
- AZ
.{..: 100
B2 BETA
AZ,= 100•
BE7q
00
Q �
EXISTING ANTENNA PLAN N
SCALE: N T S
EXISTING ANTENNA SCHEDULE
ANTENNA SUMMARY
ANTENNA
BAND
MECH/ELECD-TILT
STATUS
WPA-70063/8CF
7001850
3.10,
RMV
CWWX06JX25XOO
-
-
RMV
WPA-70063/8CF
7001850
310'
RMV
WPA-7006318CF
7001850
3%0'
RMV
CWWXnf3.3X2.9Xnn
-
-
RMV
o
Al
4 PROPOSED OVP BOX
C (REFER TO CHART FOR
DETAILED INFORMATION)
EXISTING TOWER —
PROPOSED MOUNT MODIFICATIONS /
(REFER TO SHEETS AT THE END OF
THIS PLAN SET)
Cl
PER MOUNT ANALYSIS COMPLETED BY VERIZON,
DATED 11/02/22, THE EXISTING MOUNT MUST BE
MODIFIED TO ADEQUATELY SUPPORT THE
PROPOSED LOADING" THE MOUNT MODIFICATION
DETAILED AT THE END OF THIS PLAN SET, MUST
BE INSTALLED PRIOR TO THE INSTALLATION OF
THE PROPOSED ANTENNAS AND OTHER
EQUIPMENT.
PROPOSED RRU (TYP.) 3
(REFER TO CHART FOR DETAILED INFORMATION) C
AZ'= 100°
B1 BETA
PROPOSED ANTENNA (TYP.)
(REFER TO CHART FOR G 5i
DETAILED INFORMATION)
AZ= 100°
+ B2 BETA
PROPOSED ANTENNA (TYP.) 2
B3 (REFER TO CHART FOR C-50
DETAILED INFORMATION)
AZ = 100.
BETA
2 FINAL ANTENNA PLAN A
SCALE: N Ts.
NOTES
FINAL ANTENNA SCHEDULE
NON ANTENNA SUMMARY
ADDITIONAL TOWER
STATUS
NON ANTENNA SUMMARY
1. CONFIRM WITH VERIZON REP
FOR APPLICABLE
LOCATION
ANTENNA
SUMMARY
ADDITIONAL TOWER
SECTOR
RAD
AZ
POS
ANTENNA
BAND
MECH/ELEC
STATUS
MOUNTED EQUIPMENT
STATUS
UPDATESIREVIS IONS AND
D-TILT
MOUNTED EQUIPMENT
MOST RECENT RFDS FOR NSN
CONFIGURATION (CONFIG). GC
RADIO 4449 - B13&B5 ADD
Al
NHH 65C-R2B
AWS3/700/850/1900/
0°/ 0°
ADD
TO CAP ALL UNUSED PORTS.
2. CONFIRM SPACING OF
245
2100
8843 REV 2 ADD
BWC-TTMA-70OC-VG
RMV
NHH 65C-R2B
AWS3/700/850/1900/
00/ 0°
ADD
8843 REV 2
ADD
PROPOSED EQUIP DOES NOT
CAUSE TOWER CONFLICTS
ALPHA
350°
2100
_
AIR 6449 B77D/ C-BAND
NOR IMPEDE TOWER CLIMBING
PEGS.
247'
243'
A3
RADIO 4408 W/
NL-SUB6
CBRS 3 5
O° / 6°
0118,
ADD
ADD
RWC-TTMA-70OC-VG RMV
B3
WPA-7006318CF
7001850
3%0'
RMV
-
-
Cl
WPA-7006318CF
7001850
310'
RMV
-
-
C2
CWWX063X25X00
-
-
RMV
BWC-TTMA-70OC-VG
RMV
C3 I WPA-7006318CF
7001850 1 3%0' 1 RMV
STATUS ABBREVIATIONS
RMV: TO BE REMOVED
RMN: TO REMAIN
REL: TO BE RELOCATED
ADD: TO BE ADDED
BETA
CABLE LENGTHS FOR JUMPERS GAMMA
JUNCTION BOX TO RRU: 15'
RRU TO ANTENNA: 10'
EXISTING FIBER DISTRIBUTION/OVP BOX EXISTING CABLING SUMMARY
MODELNUMBER STATUS CABLE QTY, SIZE, TYPE STATUS EQUIPMENT SCHEDULES
- (12) 1 518" COAX RMV
INETGRATED PANEL
AWS3/700/850/1900/
RADIO 4449 - B13&B5
ADD
B1
NHH-65C-R2B
2100
0° / 0°
ADD
8843 REV 2
ADD
245'
B2
NHH-65C-R2B
AWS3/720/650/1900/
01/ 0°
ADD
8843 REV 2
ADD
100°
10
24T
AIR 6449 B77D/ C-BAND
NLSUB6
0° / 6°
ADD
243
B3
RADIO 4408 W/
CBRS 3 5
01/ 8°
ADD
_
INETGRATED PANEL
AWS3/700/850/1900/
0° 101
ADD
RADIO 4449 - B13&B5
ADD
Cl
NHH-65C-R2B
2100
8843 REV 2
ADD
245'
C2
NHH-65C-R2B
AWS3/721/OB050/1900/
0° / 0°
ADD
8843 REV 2
ADD
200°
20
AIR 6449 B77D/ C-BAND
NLSUB6
0° / 6°
ADD
243'
C3
RADIO 4408 W/
CBRS 3 5
0° / 0°
ADD
_
INETGRATED PANEL
FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY
MODEL NUMBER:::T STATUS CABLE QTY, SIZE, TYPE STATUS
(3) RVZDC-3315-PF-48 ADD (3)1.55" HYBRID ADD
AL
AMlE MCAN T0WrmR•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
Oo_ggS CONSTRUCTiON__ _ AP _ip-tkin
0 -
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
•••`''15COINS�•,,
MUSTAPHA'
RAHA
E-48683
CARY W
t �
/111111111111
Authorized by "EOR"
13 Dec 2022 08:48:13
verizonil
ATC JOB NO: 1 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
ANTENNA INFORMATION
& SCHEDULE
SHEET NUMBER: REVISION:
C-401 0
PROPOSED ANTENNA
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
PROPOSED RRU (OPTION 2)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH
EXISTING OR PROPOSED EQUIPMENT)
PROPOSED RRU (OPTION 1)
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT WITH
EXISTING OR PROPOSED EQUIPMENT)
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
3 PROPOSED RRU MOUNTING DETAIL - TYPICAL
SCALE: N-T.S.
c
PROPOSED ANTENNA
EXISTING SECTOR FRAME
EXISTING MOUNTING PIPE
PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL
SCALE: N.T.S.
EXISTING MOUNTING PIPE
PROPOSED OVP
(MOUNT PER MANUFACTURER'S SPECS)
(ENSURE THAT BRACKET DOES NOT CONFLICT
WITH EXISTING OR PROPOSED EQUIPMENT)
4 PROPOSED OVP MOUNTING
SCALE: N T S.
AL
AMEMCAN TOWER•
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
4069.11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV, DESCRIPTION BY DATE
A FOR CONSTRUCTION AP 12 3r1
�A
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
ol C 0 N5 �'' •,.
MUSTAPHA r•
RAHA
E-48683
�o CARY W
441
ill/l111111111010
Authorized by "EOR"
13 Dec 2022 08:48:14
' venzonv
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 1 223616
CONSTRUCTION
DETAILS
SHEET NUMBER: REVISION;
C-501 0
EXISTING
ANTENNAS
TO EXISTING
ANTENNA MASTS
EXISTING COAX
GROUND KITS
PROPOSED #6 AWG
STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED RRU
GROUND LUG (TYP.)
PROPOSED #6
STRANDEDD CU CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED OVP BOX
GROUNDING
CONNECTION TO
EXISTING TMAs
EXISTING GROUNDING
CONNECTION TO
LIGHTNING
PROTECTION SYSTEM
,
PROPOSED ANTENNA
PROPOSED JUMPER
PROPOSED CONNECTOR AND
WEATHERPROOFING KIT
PROPOSED WEATHERPROOFING KIT
PROPOSED CABLE f 2
GROUND KIT 501
ANTENNA CABLE TO
CABINET (TYP.)
#6 AWG STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
GROUND BAR MOUNTED 3
NEAR/BELOW ANTENNA
(TO BE INSTALLED IF -5D1
REQUIRED)
NOTES:
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST
EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN
NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
TYPICAL ANTENNA GROUNDING DIAGRAM
SCALE: N.T.S.
TO ANTENNA
ANTENNA CABLE 2 1/2"0 MAX
GROUNDING KIT PER CABLE
MANUFACTURER'S RECOMMENDATIONS
(ANDREW OR APPROVED EQUAL)
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
TO GROUND BAR
1
TO EQUIPMENT
GROUND KIT NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR.
2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART
NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.
CABLE GROUND KIT CONNECTION DETAIL
SCALE: N T S
3/8" X 1-112" SS BOLT 3/8" SS LOCK WASHER
(EACH SIDE) (EACH SIDE)
i
/ 1l4" X 4" X 6" GROUND BAR
(ERICO P/N: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
GROUND BAR NOTES:
1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.
TOWER GROUND BAR DETAIL
SCALE: N.T.S.
AMEMCANTC)WER°
ATC TOWER SERVICES LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 46MI12
4069-11
THE USE AND PUBLICATION OF THESE DRAWINGS
SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR
WHICH THEY ARE PREPARED. ANY USE OR
DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. NEITHER THE ARCHITECT
NOR THE ENGINEER WILL BE PROVIDING ON -SITE
CONSTRUCTION REVIEW OF THIS PROJECT,
CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OR THE SPECIFIED
CARRIER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION.
REV. DESCRIPTION BY DATE
0 o CONSTRUCmL__ AP 12113[22
ATC SITE NUMBER:
311256
ATC SITE NAME:
HARD ROCK WI
VERIZON SITE NAME:
NELSON LAKE
SITE ADDRESS:
12454 NORTH STATE HIGHWAY 27
HAYWARD, WI 54843
SEAL:
`�''����,►� � u I I I u l nrrr�
c 0
MUSTAPHA
RAHA
E-48683
CARP W
.n
0111111111100
Authorized by "EOR"
13 Dec 2022 08:48:14
■
verapon'&I
ATC JOB NO: 14178981_Dl
CUSTOMER ID: NELSON LAKE
CUSTOMER #: 223616
GROUNDING DETAILS
SHEET NUMBER: REVISION
E-501 1 0
Added
700 B60 19D0 AWS AWS3 COBS LSubS Make I%"
LTE LTE LTE LTE LTE COgIMSCOPE NHH-86C4M11
LTE ERICSSON KFIEWS:181/1
60 Erknum AIRS"ll
Aemored
700 aao 1900 AWS AWS3 CBRS LSubb Make
LIFE CDYIA ANTEI-
LTE
AMPHENGL
Aerslned
700 860 190D AWS AWS3 COBS L-Srb6 Make
Antenna Summary
Centerline
Tip Helga t
Azimuth
BET
4xRs
Inat Type
Ouantlly Item ID
35111101)
245
249
100(02)
(118e
gales
PHYSICAL
8 NNH-65C4112111
209(03)
350(19)
243
243.3
100(20)
false
labe
PHYSICAL
3
200(21)
asn[o(1n+)
247
2482
10010"
tale
lose
PHYSICAL
3
20010000
Cemwigne Tlp HeWn Azimuth
360101)
WPA-70nAj,flcF-EDIN 245 248A 100102)
2BDg(33)
35D(Of)
CWVIXOBGX25000 245 249 100(02)
2011)1631
Model Cwterlh+e Tip Helbltt Azimuth
Addis h 12
aems.ed: 9
Equipment Summary
Added
Equipment Type
Location
700
Sao 19M AWS AWS3
CBRS L-SubS Make
Model
Q:OM61g;C[1PL�-
Hybrid Cable
Tomes
IIFTROG-P L`I V.�:12RU
001
RRu
To for
LTE Ericson
4409948DO
RRU
Tomes
LTE
LTE
Ericson
4440
RRu
T01rar
LTE LTE LTE
Hrlrs
wM
RRU
Tomes
60 Erlcsm
AIf6449
Alarm
Tana
RAYCAPINC-001
3315-ALM4%S485
OW Boa
Taws
RAVCAPINC-001
RVZDC-tm4w48
UpcWmerter,
Shelter
.MAANMELESS
PB•19.9YS•18•B8
upmwwto
Shelter
JMA WIRELM
P040J-1624N1
upeamsrbe
Shelter
JMA WIRELESS
P94SILCOV-I9
Alarm
wwtw
RAYCAPINC401
P2 Gtl •'+I fro-R3�86
OVP Box
Shellar
RAVCAPINC-001
RVZDC-225041Mae
OVP no.
ShoRw
RAYOUINC-001
RVZi7G4152fl•FIM•41I
Aemmmd
Equipment Type
Location
700
850 19D0 AWS AWS3
CUBS L-Sub6 Make
Model
Coaxal Cablex
Tome
ANDREW
LOFT-50A
TMA
Tomar
WESTELL
A90-TTMAV•700C
RRU
Sheller
LTE
Ericson
HULD1 B13
Retained
Equipment Type
Locallon
700
850 1900 AWS AW33
CBRS L-Snm6 Make
AST 4xRA InsLType Quantity Item ID
fahe fake PHYSICAL e
false labs PHYSICAL 3
REY 4xPou Inst Type Quantty Item ID
Cable Length Cable Size k1=0 Type Quantity
Hen 1D
HFr1206-24SV4-
1•t/T PHYSICAL 3
92OG
PHYSICAL 3
iSRc+u1T.rGjI
PHYSICAL 3
KRC1Rt7s9)+
PHYSICAL B
KRCm1707/2
PHYSICAL 3
PHYSICAL 3
3318 ABM-R1S465
RVZOC•3315-PF-
PHYSICAL 3
48
PHYSICAL 1
P0.1�.!iY`116438
PHYSICAL a
Pk-�yv-It37-en
PHYSICAL 2
PB4PSu-0OV418
PHYSICAL i
2256ALM.RS485
RVZDC�8047M-
PHYSICAL 1
48
RVZOC-4520-R1F
PHYSICAL 1
48
Cable Length Cable Size Imetaa TYPO tuardltli Item ID
1 S/B" PHYSICAL 12
PHYSICAL 3
PHYSICAL 6
CableLength Cable Size InstaIlType Quantity Item ID
0 RFDS EQUIPMENT SUMMARY
NOTE: THIS SHEET WAS CREATED BY OTHERS
AND PROVIDED AT THE REQUEST OF THE
CUSTOMER WITHOUT EDIT. GENERAL
CONTRACTOR IS TO CHECK WITH THE
VERIZON CM TO ENSURE THIS IS THE MOST
RECENT VERISON OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER'. REVISICN.
R-601 0
HEX
to Bad Hi Bad
1 3 2 13 14 5 5
7001
800
A1B 1C
4449
Log
HEX
to rind 0 Band
I
r r M
A B C D E F G H
v.< use 8843 a
AWS1
AWS3
PCs
Tower (Sector Designs
Shelter
vM1
m
4408
u
CBRS
Air Ant
5 with flip -Oft
AWS 1 enna will be
AW53 mounted on same a
or position
� RFDS PLUMBING DIAGRAM
L-Sub6
Alpha, Beta, Gamma
tPsynds,
RET do signal capable Puri
Coax
Coax Jumper _ colorized
according to band
F;ber
Fiprr Jumper
Hates:
- Antenna View iSROm the track of the antennas
- Colors of connection are just for clarification
-'Fallow RETcabling standard for non -Smart aids-T Ants
- Non -Its= path elements like OVPJHTTA Box and Hybrid tables not shovin
Sire of objects in drawing doesn't reflect equipment true dimension
NOTE: THIS SHEET WAS CREATED BY OTHERS
AND PROVIDED AT THE REQUEST OF THE
CUSTOMER WITHOUT EDIT. GENERAL
CONTRACTOR IS TO CHECK WITH THE
VERIZON CM TO ENSURE THIS IS THE MOST
RECENT VERSION OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER: REVISION:
R-602 0
VERIZON MOUNT
M
C, Copyright 2022, by Paul ,L Ford and Company,
All Rights Reserved.
This document and
the data contained herein, is proprietary
to Paul J. Ford and Company, issued in
strict confidence and
shall not, without the
prior written permission of Paul J. Ford
and Company, be reproduced, copied or
used for any purpose
other than the
intended use for [his specificprojecl
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EN.MOUNT
._ PHOTOS
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