HomeMy WebLinkAbout#04 - TMobile Temporary Tower Agreement
STAFF REPORT
DATE: 3/18/2025
CONSENT
TO: Mayor and Council
FROM: Jason Stopa, Community Development Director
AGENDA ITEM: Approve the Lease of a Temporary Cell Tower at 3303 Langly Ct N with
T-Mobile Central LLC
REVIEWED BY: Marty Powers, Public Works Director
Robert Vose, City Attorney
CORE STRATEGIES:
☐ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services
☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future
☐ Managed Growth ☒ Resilient Infrastructure
BACKGROUND:
T-Mobile lease space on the existing City-owned water tower at 3303 Langly Ct N. Their lease is set to
expire this month, and the City plans to demolish the water tower in 2025. The licensee would like to
extend the lease and construct a temporary tower at the site. A plan with details is included in this report.
ISSUE BEFORE COUNCIL:
Should the city approve the lease for a temporary cell tower with T Mobile Central, LLC?
PROPOSAL DETAILS/ANALYSIS:
The current water tower has T-Mobile equipment that is essential for area coverage. The licensee is
seeking a 9-month lease for a temporary tower (95’ pole) and would like to explore constructing a
permanent monopole on the site when the water tower is removed. The request is subject to the
administrative review since it is both a ground-mounted antenna not exceeding the maximum height
allowed for structures in the underlying zoning district and an antenna co-located on an existing wireless
communications facility structure.
FISCAL IMPACT:
The City will receive a $16,848 one-time payment for 9 months.
OPTIONS:
• Approve the License agreement
• Deny the License agreement
• Amend the License agreement
• Table for further information
RECOMMENDATION:
“Motion to approve the Lease of a Temporary Cell Tower at 3303 Langly Ct N with T-Mobile Central
LLC”
ATTACHMENTS:
• License Agreement and Site drawing
1
Tenant Site ID: A1N0510A
Market: MWR-MN
TEMPORARY SITE AGREEMENT
This Temporary Site Agreement (this “Agreement”) is made effective as of the date last
signed below (“Effective Date”) by and between T-Mobile Central LLC, (“Tenant”) and the City
of Lake Elmo (“Owner”). Owner and Tenant are collectively referred to herein as the “Parties”.
1. DESCRIPTION.
Subject to the terms, covenants, conditions and provisions of this Agreement, Owner grants
Tenant use of a portion of the property at 3303 Langley Court, Lake Elmo, MN 55042 (the
“Premises”), more specifically described and depicted on Exhibit A, attached hereto and
incorporated herein by reference.
2. TERM; TERMINATION
The term of the Agreement shall be for nine (9) months (“Initial Term”). The term of this
Agreement shall commence on April 1, 2025. At the end of the Initial Term, Tenant shall have
the right to extend this Agreement for successive one-month terms (“Renewal Terms”) until
completion of construction of the replacement tower at the Premises. Renewal Terms shall
automatically renew unless terminated by Tenant upon thirty (30) days written notice.
3. USE OF PREMISES.
The Premises may be used by Tenant solely for the purpose of operating a temporary
commercial cellular facility and for no other purpose. Tenant shall keep the Premises in good and
clean condition. Tenant agrees that the Premises shall be constructed in a careful, safe and proper
manner and that Tenant will pay for any damage to the Premises caused by the Tenant, its agents
or employees, normal wear and tear accepted. All conduit, wiring, etc. shall be protected from
interference by vehicle traffic. Owner shall, at all times, have the right, by its officers or agents, to
enter the Premises to inspect and examine the same.
4. PAYMENT.
Rent for the Initial Term shall be a one-time payment of Sixteen Thousand Eight Hundred
and Forty-eight Dollars ($16,848) and any Renewal Terms shall be One Thousand Eight Hundred
and 00/100 Dollars ($1,872.00) paid monthly. Rent for the Initial Term shall commence on April
1, 2025.
5. INSURANCE.
Tenant is responsible to maintain the premiums on insurance on any personal property
within the Premises that belongs to Tenant.
6. INDEMNIFICATION.
Tenant agrees to indemnify and hold harmless the Owner and its officers, insurers, volunteers,
representative, agents, employees, heirs and assigns from and against all claims, liability, damages,
losses, expenses and demands, including attorney's fees, on account of injury, loss, or damage,
including, without limitation, claims arising from bodily injury, personal injury, death, property
2
Tenant Site ID: A1N0510A
Market: MWR-MN
loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner
connected with this Agreement if such injury, loss, or damage is caused in whole or in part by, the
act, omission, error, negligence, or other fault of Tenant or any of its officers, employees,
representatives, or agents.
7. NOTICE.
Any notice under this Agreement shall be in writing and shall be deemed sufficient when
directly presented or sent pre-paid, first-class United States Mail, addressed as follows:
Owner City of Lake Elmo
Attn: Jason Stopa
3880 Laverne Avenue N, Suite 100
Lake Elmo, MN 55042-4121
Tenant: T-Mobile USA, Inc.
12920 SE 38th Street
Bellevue, WA 98006
Attn: Property Management/A1N0510A
8. MODIFICATION.
This Agreement may only be modified upon written agreement of the Parties.
9. ASSIGNMENT.
Neither this Agreement nor any of the rights or obligations of the Parties hereto, shall be
assigned by either Party without the written consent of the other.
[SIGNATURE PAGE FOLLOWS]
3
Tenant Site ID: A1N0510A
Market: MWR-MN
IN WITNESS WHEREOF, the Parties hereto have caused this Temporary Site
Agreement to be executed by their duly authorized representatives as of the date last signed
below.
OWNER:
CITY OF LAKE ELMO
By: _______________________________
Name:
Title:
Date:_______________________________
Tenant:
T-Mobile Central LLC
By: ________________________________
Name: ______________________________
Title: _______________________________
Date:_______________________________
4
Tenant Site ID: A1N0510A
Market: MWR-MN
EXHIBIT A
Description of Premises
[attached]
PROJECT DESCRIPTION
SITE INFORMATION
DRIVING DIRECTIONS
APPLICABLE CODES
SITE PHOTO
VICINITY MAP
R
Call before you dig.
Know what's below.
A1N0510A RELO TEMP SITE
A1N0510A
SITE TYPE:WATER TOWER
SITE NAME:A1N0510A RELO TEMP SITE
SITE NUMBER:A1N0510A
SITE ADDRESS:3303 LANGLEY COURT
LAKE ELMO, MN 55042
JURISDICTION:CITY OF LAKE ELMO
PARCEL NUMBER: 1302921320069
EXISTING STRUCTURE:
OCCUPANCY GROUP U
CONSTRUCTION TYPE V-B
FULLY SPRINKLERED NO
NO. STORIES N/A
3303 LANGLEY COURT
LAKE ELMO, MN 55042
LATITUDE:44.99694644
LONGITUDE: -92.880966
A.D.A. COMPLIANCE:
NOT REQUIRED PER IBC 1103.2.9.
OSHA COMPLIANCE:
ANSI A10.48: FALL PROTECTION
AND SAFETY STANDARDS
MANDATORY: CONTRACTOR TO CALL TO
VERIFY UTILITIES, AT LEAST TWO WORKING
DAYS PRIOR TO DIGGING.
BEFORE YOU DIG, CALL: 1-800-252-1166
HTTP://811-IN-YOUR-STATE/MAP/STATE/MINNESOTA
ALL CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE PERFORMED AND MATERIALS
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES TO INCLUDE COMPLIANCE WITH THE
LATEST FEDERAL STATE, AND LOCAL AMENDMENTS, REGULATIONS AND ORDINANCES.
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO T-MOBILE SERVICES IS
STRICTLY PROHIBITED.
INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION
PUBLIC ACCESS IS RESTRICTED A.D.A. ACCESSIBILITY NOT REQUIRED.
MODIFICATION OF AN (E) "NON-INHABITABLE" T-MOBILE TELECOMMUNICATIONS
SITE CONSISTING OF:
REMOVING
·(3) EXISTING ANTENNA MOUNTS
·(6) EXISTING ANTENNA'S
·(6) EXISTING RRU'S
·(1) EXISTING JUNCTION BOX
·(1) EXISTING PENDANT
·(1) EXISTING HYBRID CABLES
INSTALLING
·(1) NEW 95' TALL POLE
·(3) NEW COLLAR MOUNTS
·(6) NEW ANTENNA'S
·(6) NEW RRU'S
·(24) NEW COAX CABLES
·(2) NEW 6X24 TRUNK CABLES
·(1) TEMPORARY H-FRAME
WITHIN THE EXISTING LEASE AREA
GOVERNING CODES, AS APPLICABLE:
2020 MBC, 2020 MRC, 2020 MCCEB, 2020 MFC,
2020 MMC, 2020 MFGC, 2020 MEC, 2023 NEC
TEMP SITE
PROJECT TEAM
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
COVER PAGE
T1.0
SHEET INDEX
SITE LOCATION
SHEET DESCRIPTION
T1.0 COVER PAGE
GN1.0 GENERAL NOTES
GN1.1 GENERAL NOTES
A1.0 OVERALL SITE PLAN
A1.1 EX. ENLARGED SITE PLAN
A1.2 NEW ENLARGED SITE PLAN
A2.0 EQUIPMENT PLAN
A3.0 ELEVATIONS
A3.1 ELEVATIONS
UTILITY PROVIDER
POWER PROVIDER:
XCEL ENERGY 800.895.4999
SITE ACQUISITION
UCI² CONSTRUCTION SERVICES
4751 FOX STREET
DENVER, CO 80216
CHARLIE AUGELLO
MOBILE: 720.236.9199
EMAIL: CHARLIEA@UCI2.NET
PROJECT MANAGER
UCI² CONSTRUCTION SERVICES
4751 FOX STREET
DENVER, CO 80216
COLE MOSSMAN
MOBILE: 970.819.0335
EMAIL: COLEM@UCI2.NET
ENGINEER ON RECORD
TELEMTN ENGINEERING
PO BOX 1453
SALIDA, CO 81201
KHRIS SCOTT, PE
PH: 303.596.6804
EMAIL: KSCOTT@TELEMTN.COM
PROPERTY OWNER
CITY OF LAKE ELMO
3880 LAVERNE AVE. N STE 100
LAKE ELMO, MN 55042
APPLICANT:
T-MOBILE WEST LLC
990 SOUTH BROADWAY
DENVER, CO 80209
OFFICE: 303.313.6923
T-MOBILE PROJECT MANAGEMENT
990 S BROADWAY
DENVER, CO 80209
MICHAEL MCCREEDY
MOBILE: 303.332.1212
EMAIL: MICHAEL.MCCREEDY1@T-MOBILE.COM
T-MOBILE CONSTRUCTION MANAGER
990 SOUTH BROADWAY
DENVER, CO 80209
CHRIS MILLER
EMAIL: CHRIS.MILLER@T-MOBILE.COM
REFERENCED DOCUMENTS DATE
RFDS 01.21.25
SCAN QR CODE FOR LINK
TO SITE LOCATION MAP
GENERAL CONSTRUCTION NOTES
CODE COMPLIANCE
1.THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. EQUIPMENT ROOMS ARE NOT MANNED, ARE
NOT HABITABLE, AND DO NOT REQUIRE POTABLE WATER, SEWER CONNECTIONS OR A.D.A.
ACCESS ACCOMMODATIONS.
2.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE STANDARDS, CODES, ORDINANCES, RULES, REGULATIONS, ORDINANCES, AND
MANUFACTURER'S RECOMMENDATIONS. WHEN TWO OR MORE ARE IN CONFLICT, THE MOST
STRINGENT PROVISION SHALL BE FOLLOWED.
3.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE
OF THE WORK. WHERE LICENSING IS REQUIRED, CONTRACTOR SHALL OBTAIN ALL REQUIRED
LICENSES PRIOR TO BEGINNING WORK.
4.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
5.CONTRACTOR TO COORDINATE WITH LOCAL JURISDICTION FOR ANY CODE RELATED QUESTIONS.
ALL JURISDICTION REQUIRED CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL CONDITIONS
6.DO NOT SCALE DRAWINGS.
7.THESE DESIGNED DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO SHOW
FINAL CONDITIONS., UNLESS NOTED OTHERWISE.
8.THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD
MEASUREMENTS. NOTIFY THE AE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND PRIOR
TO PROCEEDING WITH WORK.
9.EXTERIOR DIMENSIONS ARE TO FACES OF EXTERIOR WALLS.
10.DIMENSIONS ON PLANS ARE TO FINISH FACES OR CENTERLINES OF COLUMNS UNLESS NOTED
OTHERWISE.
11.DIMENSIONS TO DOOR OPENINGS ARE TO R.O. IN MASONRY & CONCRETE AND TO JAMB OPENING
IN STUDWALLS. VERIFY DOOR SIZE W/ SCHEDULE.
12.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGNED. MINOR MODIFICATIONS MAY BE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE
INCLUDED AS PART OF THE WORK.
13.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY
DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE
SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL
NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY
IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SOLE
LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER.
14.EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT / ENGINEERS TO PROVIDE ACCURATE AND
COMPLETE DESIGNED DOCUMENTS THOUGH MINOR ERRORS AND OMISSIONS MAYBE CONTAINED
WITHIN THE DOCUMENTS. THESE SHALL NOT EXCUSE THE CONTRACTOR FROM PROVIDING AN
ACCURATE PROPOSAL AND COMPLETING THE PROJECT IN ACCORDANCE WITH THE INTENT OF THE
DESIGNED DOCUMENTS.
15.IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR
OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND
THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS,
DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM A WRONGFUL OR
NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, OR FROM THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES, OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH
THE WORK.
CONTRACTOR'S RESPONSIBILITIES
16.PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE, REVIEW ALL
DESIGNED DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, CONFIRMING THAT THE WORK CAN
BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR IDENTIFYING ANY ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND DESIGNED DOCUMENTS, NOTIFYING THE CONSTRUCTION MANAGER AND
ARCHITECT/ENGINEER OF SUCH, AND SHALL OBTAIN WRITTEN CLARIFICATION PRIOR TO
BEGINNING THE WORK.
17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT EXTENT OF WORK,
COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, UTILITIES,
ETC., NECESSARY TO COMPLETE THEIR PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS.
18.WHILE REVIEWING THE DESIGNED DOCUMENTS, THE CONTRACTOR SHALL IDENTIFY ANY ITEMS
WHERE THE DESIGNED INTENT IS UNCLEAR AND OBTAIN WRITTEN CLARIFICATIONS PRIOR TO
FURNISHING A BID. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS. ANY REQUEST FOR ALTERATIONS TO THE DESIGNED INTENT SHALL BE PROVIDED IN
WRITING FOR REVIEW AND APPROVAL.
19.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE MOST RECENT DESIGNED DOCUMENTS
AND ENSURING THEY ARE DISTRIBUTED AND ARE FOLLOWED BY ALL PERSONNEL INVOLVED IN
THE PROJECT.
20.CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE CARRIER PRIOR TO
PURCHASING ANY MATERIALS OR STARTING ANY WORK.
21.CONTRACTOR SHALL, EXCEPT AS SPECIFICALLY AGREED OTHERWISE, PROVIDE ALL NECESSARY
MATERIALS, LABOR AND EQUIPMENT TO COMPLETE THE INSTALLATION AS DESCRIBED IN
DESIGNED DOCUMENTS. CONTRACTOR TO CLARIFY PROVIDED MATERIALS PRIOR TO FURNISHING
A BID.
22.ALL FURNISHED MATERIALS SHALL MEET CARRIER SPECIFICATIONS AND MINIMUM REQUIREMENTS
FOR THE PROJECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY CARRIER
CONSTRUCTION MANAGER PRIOR TO PURCHASE AND INSTALLATION.
23.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS
AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIALS; AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND
COORDINATION WITH THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S
AUTHORIZED REPRESENTATIVE , COORDINATING ACCESS, AND COMPLIANCE WITH ANY
REQUIREMENTS IMPOSED BY THE LANDLORD.
24.CONTRACTOR TO PROVIDE CLOSE OUT PACKAGE WITH ALL TEST RESULTS, SETTING SCREEN
SHOTS, RELEVANT CATALOGS / CUT SHEETS, INSTRUCTION SHEETS AND A SET OF RED-LINED
AS-BUILT DRAWINGS PRIOR TO FINAL BILLING.
CONDITION OF SITE
25.CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT EXISTING SITE FINISHES AS MUCH AS
POSSIBLE. ANY IMPACT TO SITE AND SURROUNDINGS SHALL BE MITIGATED AND CONTRACTOR
SHALL RETURN SITE TO PRE-CONSTRUCTION CONDITIONS.
26.WORK AREA SHALL BE KEPT FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND
ORDERLY AS MUCH AS POSSIBLE. MEANS OF EGRESS SHALL BE KEPT CLEAR AT ALL TIMES.
27.ALL DEMOLISHED AND UNUSED MATERIALS SHALL BE REMOVED FROM SITE AND TRACKED ASSETS
LOGGED AND RETURNED TO CARRIER FOR DISPOSAL OR RE-USE. CONTRACTOR TO KEEP THE SITE
CLEAN, FREE OF HAZARDS, PROPERLY DISPOSE OF ALL RUBBISH, AND REMOVE TRASH AND
REFUSE DAILY. BURY NOTHING ON SITE. NO SOLID WASTE RECEPTACLE WILL BE SITED.
SITE WORK
1.CONTRACTOR TO VERIFY STATE REQUIREMENTS FOR UTILITY LOCATION SERVICES AND
EXCAVATION CONTRACTOR SHALL NOTIFY STATE OR LOCAL NOTIFICATION CENTER AS REQUIRED
PRIOR TO ANY SITE DISTURBANCES.
2.REASONABLE EFFORTS HAVE BEEN MADE TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR IDENTIFYING ALL UTILITIES, SHOWN OR NOT, AND PROTECTING THEM FROM
DAMAGE. EXCAVATION CONTRACTOR TO OBTAIN REQUIRED LOCATES PRIOR TO STARTING WORK.
3.CONTRACTOR SHALL PROTECT ALL SITE FINISHES AND IMPROVEMENTS AND RETURN ALL TO PRE
WORK CONDITION. IF EXTERIOR SITE IMPROVEMENTS ARE REQUIRED, CONTRACTOR TO INSTALL
AND MAINTAIN DRAINAGE / RUNOFF MITIGATION MEASURES THROUGH OUT THE PROJECT AND
REVEGETATE AREA TO RETURN IT TO ORIGINAL CONDITIONS.
4.GRUB AND DISPOSE OF ALL ORGANIC MATERIAL PRIOR NO FILL OR EARTHWORK TO OCCUR WITH
ON OR WITH FROZEN MATERIAL
STRUCTURAL NOTES
1.0 GENERAL CONDITIONS
1.1 NO STRUCTURAL ALTERATIONS ARE TO BE MADE TO THE FACILITY UNLESS SPECIFICALLY NOTED.
1.2 ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR
WRITTEN APPROVAL PRIOR TO FABRICATION.
2.0 CONCRETE AND MASONRY
2.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR LATEST. DETAIL REINFORCING IN
CONFORMANCE WITH ACI. SP66 LATEST.
2.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY
THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR
DIAMETERS.
2.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON
DRAWINGS.
2.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE
TIED TOGETHER.
2.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING.
2.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER
SLABS.
2.7 1/4" CHAMFER ON ALL CORNERS AND EDGES.
3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH
OF 3000 PSI., 4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%.
2.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO
ASTM A 185.
2.10 CONTRACTOR TO OBTAIN X-RAY OR GPR (IF APPLICABLE) OF ANY CONCRETE OR MASONRY
STRUCTURES, IDENTIFYING ALL EMBEDMENT PRIOR TO CUTTING, DRILLING OR OTHER ACTIVITY
WHICH COULD CAUSE DAMAGE. AVOID ALL EMBEDMENT. OBTAIN APPROVAL FROM
STRUCTURAL ENGINEER PRIOR TO IMPACTING ANY STRUCTURAL FACILITIES.
3.0 STRUCTURAL STEEL
3.1 CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE.
3.2 SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500, GRADE B
(Fy = 46 ksi) MATERIAL.
3.3 ROUND PIPE SECTIONS SHALL BE ASTM A53, GRADE B (Fy =35 ksi) MATERIAL.
3.4 DESIGNED, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE “AISC
SPECIFICATION FOR THE DESIGNED, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS”, WITH COMMENTARY AND THE “CODE OF STANDARD PRACTICE”.
3.5 ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS WITHIN 3” OF BOLTS,
WELDS OR HEADED STUDS.
3.6 ALL OUTDOOR STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123.
3.7 BOLTS SHALL BE HIGH STRENGTH BOLTS, A325, CONFORMING TO ASTM SPECIFICATIONS. ALL
CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
3.8 WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS
CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.
3.9 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS
OTHERWISE NOTED.
3.10 WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION
(WPS) AS PER AWS D1.1 , D1.3 AND D1.4.
3.11 ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED.
3.12 UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS, ALL STEEL ITEMS
PERMANENTLY EXPOSED TO EARTH OR WEATHER SHALL BE CORROSION-RESISTANT BY
GALVANIZING OR BY THE USE OF STAINLESS STEEL.
3.13 ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT
3.14 ANY DAMAGED GALVANIZING OR PAINT TO BE FIELD REPAIRED WITH 'COLD-GALV' OR
APPROPRIATE PAINT UNDER CONDITIONS APPROVED BY PRODUCT MANUFACTURER.
4.0 FIBER REINFORCED PLASTICS
4.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIVALENT, PRODUCED BY THE
PULTRUSION METHOD.
4.2 ALL ADHESIVE RESIN SHALL BE PLEXUS METHACRYLATE OR AN EQUIVALENT ADHESIVE RESIN
THAT IS COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPES.
4.3 ALL FRP CONNECTIONS SHALL BE FULLY-BONDED AT EACH SIDE WITH A 1/4” PLATE AND A
MINIMUM OF (2) 3/8” DIAMETER FLATHEAD FRP SCREWS PER MEMBER.
4.4 ISOPLAST NUTS AND BOLTS SHALL BE TIGHTENED TO A SNUG-TIGHT FIT PLUS AN ADDITIONAL
1/2 TURN, PRIOR TO BEING LOCKED WITH EPOXY.
4.5 ALL PANELS / SHEATHING SHALL BE FULLY BONDED WITH 3/8” FLATHEAD FRP SCREWS AT 12” O.C.
4.6 ALL FIELD CUT AND DRILLED EDGES, HOLES AND ABRASIONS SHALL BE SEALED WITH A
CATALYZED EPOXY RESIN COMPATIBLE WITH THE MANUFACTURER'S ORIGINAL RESIN.
(E) OVERHEAD ELEC.
WATER LINE
SANITARY SEWER(N) OVERHEAD ELEC.
CHAIN LINK FENCE
WOODEN FENCE
PROPERTY LINE
LEASE LINE
EASEMENT
ITEM TO BE DEMOLISHED
1
ELEVATION A
ENLARGED VIEW
FE
SECTION CUT
FIRE EXTINGUISHER
STRUCTURAL COLUMN
GRID LINES AND LABELS
DATUM OR
WORKING POINT
X X
OH-P OH-P SS SS
W W
OH-P OH-P
[ ][ ][ ][ ]
XXXX
X
XXXX
X
XXXX
X
ELEVATION
MARKER
SPOT
ELEVATION
@ AT
°DEGREES
Ø DIAMETER
A/C AIR CONDITIONER
APPROX.APPROXIMATE
ARCH.ARCHITECTURAL
A.F.F.ABOVE FINISH FLOOR
A.F.G.ABOVE FINISH GRADE
ATS AUTOMATIC TRANSFER SWITCH
AWS ADVANCED WIRELESS SYSTEM
BBU BATTERY BACK UP
BCEM BASE CHANNEL ELEMENT MODULE
BLDG.BUILDING
B.O.BOTTOM OF
CLG.CEILING
COL.COLUMN
CONC.CONCRETE
DBL.DOUBLE
DIA.DIAMETER
DIM.DIMENSION
DISC.DISCONNECT
DN.DOWN
DWG.DRAWING
(E)EXISTING
EA.EACH
ELEV.ELEVATION
ELEC.ELECTRICAL
EQ.EQUAL
EXT.EXTERIOR
F.O.FIRE EXTINGUISHER
FIN.FINISH
FLR.FLOOR
FUT.FUTURE
GA.GAUGE
GALV.GALVANIZED
GEN.GENERATOR
GPS GLOBAL POSITIONING SYSTEM
GWB.GYPSUM WALLBOARD
H.M.HOLLOW METAL
HORZ.HORIZONTAL
HR.HOUR
HT.HEIGHT
ILC INTEGRATED LOAD CENTER
INT.INTERIOR
L.F.LINEAR FEET
MAX.MAXIMUM
MECH.MECHANICAL
MFGR.MANUFACTURER
MGB MAIN GROUND BAR
MIN.MINIMUM
MSDS MATERIAL SAFETY DATA SHEET
MTL.METAL
MTS MANUAL TRANSFER SWITCH
(N)NEW
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OVP OVER VOLTAGE PROTECTION
PCS PERSONAL COMMUNICATIONS SERVICE
RAD.RADIUS
R.O.ROUGH OPENING
RRU REMOTE RADIO UNIT
SHTG.SHEATHING
SIM.SIMILAR
SPEC.SPECIFICATION
S.S.STAINLESS STEEL
STL.STEEL
STRUCT.STRUCTURAL
T.C.TEMPERATURE CONTROL
TELCO TELECOMMUNICATIONS
T.O.TOP OF
TYP.TYPICAL
U.G.UNDERGROUND
U.N.O.UNLESS NOTED OTHERWISE
VERT.VERTICAL
V.I.F.VERIFY IN FIELD
W/WITH
OH-F OH-F (E) OVERHEAD FIBER
OH-F OH-F (N) OVERHEAD FIBER
COAX COAX (E) COAX
COAX COAX (N) COAX
HYBRID HYBRID (E) HYBRID CABLE
HYBRID HYBRID (N) HYBRID CABLE
UG-F UG-F (E) UNDERGROUND FIBER
UG-F UG-F (N) UNDERGROUND FIBER
UG-P UG-P (E) UNDERGROUND ELEC.
UG-P UG-P (N) UNDERGROUND ELEC.
GAS GAS GAS LINE
ABBREVIATIONS
LINETYPES
ABBREVIATIONS
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
GENERAL NOTES
GN1.0
WEATHER PROOFING
1.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING AND EXPANSION JOINTS SHALL BE
CONSTRUCTED IN SUCH A MANNER AS TO MAKE IT WEATHERPROOF.
2.THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND
COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF.
3.PROVIDE FOR ALL TEMPORARY WEATHERPROOFING DURING THE COURSE OF WORK TO ASSURE
PROTECTION AND FULL OPERATION OF THE EXISTING FACILITY.
DOORS, VENTS, AND WINDOWS
1.ALL EGRESS DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT USE OF KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH
MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO FLOOR PLANS FOR EXIT
SIGN LOCATIONS.
2.INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.
WHERE DETAILED, PROVIDE ALL ADDITIONAL MATERIALS SHOWN OR NOTED. VERIFY ALL OPENING
SIZES, BOTH NEW AND EXISTING PRIOR TO ORDERING. PROVIDE SPACE FOR FLASHING AS
DETAILED. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR MATERIALS.
FINISHES
1.PAINT ALL PAINTABLE ITEMS ATTACHED TO WALLS, CEILING, OR COLUMNS EXCEPT DUCTWORK
AND FLEXIBLE AND/OR MOVABLE PARTS. CONCEAL ALL PIPE AND CONDUIT WHERE WALL FURRING
IS PROVIDED. PRIME ALL MATERIALS WITH MATERIAL COMPATIBLE WITH SUBSTRATE. SEE FINISH
SCHEDULE AND FINISH NOTES.
2.OFFSET STUDS WHERE NEEDED, SO THE FINISH WALL SURFACES WILL BE FLUSH.
3.PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.
4.CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN
ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, GOVERNING EDITION.
5.CEILING HEIGHTS ARE FROM CONCRETE FLOOR SLAB TO GRID AT ACOUSTICAL TILE CEILING, OR
FINISH AT HARD CEILING.
6.ALL INTERIOR WOOD BLOCKING SHALL BE FIRE TREATED.
EQUIPMENT
1.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE
LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
2.VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS.
3.PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES, DEVICES & EQUIPMENT. COORD. W/
ALL DIVISIONS OF THE SPECIFICATIONS TO VERIFY LOCATION REQUIRED.
4.CONTRACTOR SHALL PROVIDE SEISMIC BRACING AND SUPPORT ALL EQUIPMENT AND MATERIALS
PROVIDED.
FIRESTOPPING
1.FIRESTOPPING SHALL BE PROVIDED BY A SINGLE CONTRACTOR FOR ALL TRADES USING A SINGLE
MANUFACTURER'S PRODUCTS (3M OR HILTI).
2.ALL RECESSED PANELS MOUNTED IN FIRE RATED WALLS SHALL BE OF FIRE RATED
CONSTRUCTION TO MATCH RATING OF WALL. (I.E. TRAP PRIMERS, F.E. CABINETS, ETC.)
ELECTRICAL NOTES
1.THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED.
2.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT,
INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY
OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED
HEREIN AND/OR AS OTHERWISE REQUIRED.
3.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED
AND SHALL BE OF THE BEST GRADE OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND
APPROVED BY UNDER-WRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J"
WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION
OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE
MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA
AND NBFU.
4.ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED.
5.ELECTRICAL CONTRACTOR SHALL CARRY OUT THE WORK WITH ACCORDANCE WITH ALL
GOVERNING STATE, COUNTY, LOCAL CODES AND O.S.H.A.
6.ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY ALL
REQUIRED FEES.
7.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE
DATE OF JOB COMPLETION. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING
THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE
OF THE ELECTRICAL CONTRACTOR.
8.ALL INSTALLATIONS TO MAINTAIN REQUIRED CLEARANCES
9.CONTRACTOR TO SIZE CONDUCTORS PER NEC AND CARRIER REQUIREMENTS AND UPSIZE AS
REQUIRED TO MINIMIZE VOLTAGE DROP.
10.CONTRACTOR TO SIZE CONDUIT PER NEC
11.ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE.
12.PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUITS, WITHIN 10
WORKING DAYS OF PROJECT COMPLETION. ELECTRICAL "AS BUILT" DRAWINGS, SHOWING ACTUAL
LOCATION OF CONDUITS.
13.ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED
OVER TO PROJECT MANAGER AT JOB COMPLETION.
14.USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR
LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER.
15.ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING
RATING NOT LESS THAN THE MAXIMUM SHORT =CIRCUIT CURRENT TO WHICH THEY MAY BE
SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.
16.PATCH, REPAIR, AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE
ELECTRICAL WORK.
17.IN DRILLING HOLES INTO CONCRETE (WHETHER FOR FASTENING OR ANCHORING PURPOSES OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE CLEARLY
UNDERSTOOD THAT TENDONS AND RE-BARS WILL NOT BE DRILLED INTO, CUT, OR DAMAGED
UNDER ANY CIRCUMSTANCES.
18.LOCATION OF TENDONS AND RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE
SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES
THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS.
19.PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH
APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS.
20.ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF
TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP
COSTS SHALL BE PAID BY THE CONTRACTOR.
21.ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON
ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO
COMMENCEMENT OF THE WORK.
22.UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS,
GROUNDING TEST, GROUNDING TEST SHALL BE PREFORMED BY INDEPENDENT TESTING AGENCY,
WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL.
23.CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A
COMPLETE AND UNDAMAGED CONDITION.
24.ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT.
25.ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED.
26.COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS).
27.ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE
LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN
LUG AND BUS BAR.
28.ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED CONDUIT WITH WEATHERPROOF
FITTINGS.
29.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE
CODES.
GROUNDING
1.ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE
GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER,
CARRIER'S AND LANDLORD'S GROUNDING AND BONDING STANDARDS, AND THE NATIONAL
ELECTRICAL CODE.
2.PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF
MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL
ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION.
3.ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH
GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY
BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND
STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES.
4.IN BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN
GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL
ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP'S, OR TOWER'S GROUND RING, TO
THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER
THAN #2 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING
SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN
WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
5.TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR
CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT
AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN
UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY THE
LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING.
6.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING SYSTEM.
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
7.ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED
CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING
PERMANENTLY CONCEALED.
8.APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY
APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED.
9.A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE
INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS.
10.BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A
GROUND BUS.
11.DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36"
MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO
DISTANCES.
12.ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED
IN SCHEDULE 40 PVC CONDUIT.
13.THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IS NOT PERMITTED
UNLESS SPECIFICALLY NOTED.
14.DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST
LINE, USING THE GREATER OF THE TWO DISTANCES.
15.IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE
TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND
THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS
16.CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS
DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE.
17.EXTERIOR GROUND RINGS SHALL BE TESTED AND SHALL HAVE A RESISTANCE TO EARTH OF 5
OHMS OR LESS. IF NOT NOTIFY ENGINEER.
COMMUNICATIONS
GENERAL CABLING
1.ALL INSTALLED CABLES SHALL HAVE SHEATHS (RISER / PLENUM / OUTDOOR / UV RESISTANT)
APPROPRIATE FOR THE MOST RESTRICTIVE ENVIRONMENT WHICH THEY WILL TRAVERSE.
2.ALL CABLING TO BE SUPPORTED AND LACED PER NEC, LOCAL REQUIREMENTS AND TO MEET
CARRIER SPECIFICATIONS.
3.MAINTAIN REQUIRED SEPARATION BETWEEN CONDUCTORS AND OTHER CABLES AS PRESCRIBED
BY CARRIER SPECIFICATIONS AND BEST PRACTICES.
4.ALL FIRE, SMOKE OR DRAFT BARRIERS SHALL BE REPAIRED SUCH THAT THEY MAINTAIN THEIR
INTENDED / REQUIRED RATINGS.
5.PLANS ARE NOT TO BE SCALED. USE DIMENSION CALL-OUTS FOR ESTIMATES. CABLE LENGTHS
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING.
FIBER OPTICS
6.VERIFY SINGLE-MODE OR MULTI-MODE AND CONNECTOR TYPE
7.ALL CABLES AND CONNECTORS TO BE PRE-APPROVED, OR AN EXCEPTION OBTAINED PRIOR TO
PURCHASE AND INSTALLATION
8.ALL FIBER STRANDS SHALL BE FUSION SPLICED THROUGHOUT OUT THE LENGTH OF THE RUN AND
BE TERMINATED AT EACH END OF TRUNK UNLESS SPECIFICALLY NOTED.
9.ALL TERMINATIONS TO BE LANDED IN A BULKHEAD OR COILED AND PROTECTED IN A SPLICE CASE
IF BULKHEAD IS SPACE CONSTRAINED.
10.ALL SPLICES TO BE FUSION TYPE AND INDIVIDUAL SPLICES SHALL HAVE A LOSS OF LESS THAN 0.1
dB. ANY SPLICES WITH HIGHER LOSSES TO BE REMADE.
11.ALL FIBERS TO BE TESTED WITH OTDR AND POWER METER. OTDR AND OPTICAL LOSS REPORT
PROVIDED IN CLOSEOUT PACKAGE.
12.ALL FIBER CABLING TO BE INSTALLED IN PROTECTIVE CABLE MANAGEMENT SYSTEMS, DUCT OR BE
ARMORED CABLE WHERE TRAVERSING SHARED SPACE.
COAX AND ANTENNAS
13.ALL ANTENNA MOUNTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/TIA-222 AND APPLICABLE
LOCAL CODES
14.ALL COAX TO BE INSTALLED PER CARRIER SPECIFICATIONS, SUPPORTED AT A MINIMUM OF EVERY
4'-0" IN PROPERLY SIZED BLOCKS OR OTHER COAX SUPPORTS U.N.O.
15.ALL COAX TRAVERSING EXTERIOR WALLS SHALL BE PROTECTED ON INTERIOR SIDE WITH
LIGHTNING SURGE SUPPRESSOR GROUNDED TO BUILDING GROUNDING SYSTEM OR STEEL (NOT
LIGHTNING PROTECTION SYSTEM). PROVIDE COAX GROUND KIT AT ANTENNA AND AS REQUIRED
BY CARRIER.
16.ALL COAX TERMINATIONS SHALL BE LOW PIM AND APPROVED BY CARRIER.
17.MAINTAIN MINIMUM BEND RADIUS AND SUPPORT CABLE AS NEEDED TO PROTECT CABLES FROM
SAGGING, KINKING OR BEING CAUGHT.
18.ALL COAX TO BE SWEEP (DTF & RETURN LOSS) AND PIM TESTED WITH PASSING REPORTS
PROVIDED TO CARRIER.
19.PROVIDE 50 OHM LOAD ON ALL UNUSED PORTS.
20.WATERPROOF ALL EXTERIOR CONNECTIONS AND ANY OTHER CONNECTIONS EXPOSED TO
MOISTURE OR CONDENSING ENVIRONMENTS WITH SELF-AMALGAMATING BUTYL TAPE WITH
MINIMUM 1/2" OVERLAP.
21.TORQUE ALL CONNECTIONS TO MANUFACTURER SPECIFICATIONS WITH APPROPRIATE TORQUE
WRENCH.
22.MOUNT GPS ANTENNA ON 1-1/4" SCH. 40 STEEL OR STAINLESS STEEL WITH BURNDY GROUNDING
CLAMP THIN 2° OF VERTICAL.
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
GENERAL NOTES
GN1.1
1 OVERALL SITE PLAN
PARCEL #:1302921320069
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
OVERALL SITE PLAN
A1.0
N
SCALE: 1/32" = 1'-0"
32'16'0'64'
NOTE:
ACTUAL GROUND SURVEY WAS NOT PERFORMED FOR THIS SITE. THE SITE PLAN WAS
DERIVED FROM PROVIDED DRAWINGS AND PHOTOS, GIS DATA, AND AERIAL IMAGES.
L
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EX. DRI
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EX. TREE TO
REMAIN
EX. TREE TO
REMAIN
EX. T-MOBILE FENCED
COMPOUND W/ EX. EQUIPMENT
TO REMAIN (RE: 1/A1.1)
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
(RE: 1/A1.1)
EX. BUILDING (BY
OTHERS) TO REMAIN
(TYP.)
EX. SID
E
W
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E
X
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S
I
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E
W
A
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E
X
.
S
I
D
E
W
A
L
K
E
X
.
S
I
D
E
W
A
L
K
NEW T-MOBILE TEMP POLE W/
NEW EQUIPMENT (RE: 1/A1.2)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
1 EX. ENLARGED SITE PLAN
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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5
B
Y
:
Ga
r
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a
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
EX. ENLARGED
SITE PLAN
A1.1
SCALE: 1/16" = 1'-0"
16'8'0'32'
A3.0
2
N
L
A
N
G
L
Y
C
T
.
N
EX
.
G
R
A
V
E
L
DR
I
V
E
W
A
Y
EX. T-MOBILE FENCED
COMPOUND W/ EX. EQUIPMENT
TO REMAIN
E
X
.
S
I
D
E
W
A
L
K
EX. SIDEWALK
EX. HAND HOLE (BY
OTHERS) TO REMAIN EX. T-MOBILE EQUIPMENT
COMPOUND ACCESS GATE
TO REMAIN
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
EX. UTILITY H-FRAME (BY
OTHERS) TO REMAIN
EX. WATER TOWER ACCESS
GATE (BY OTHERS) TO REMAIN
EX. WATER TOWER (BY
OTHERS) W/ EX. EQUIPMENT
TO BE REMOVED (RE: 3/A2.0)
EX. T-MOBILE EQUIPMENT
SHELTER (W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. EQUIPMENT PLATFORM
(BY OTHERS) TO REMAIN
EX. ACCESS GATE (BY
OTHERS) TO REMAIN
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. GRAVEL
DRIVEWAYA3.1
2
1 NEW ENLARGED SITE PLAN
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
NEW ENLARGED
SITE PLAN
A1.2
SCALE: 1/16" = 1'-0"
16'8'0'32'
N
A3.0
1
N
EX
.
G
R
A
V
E
L
DR
I
V
E
W
A
Y
EX. T-MOBILE FENCED
COMPOUND W/ EX. EQUIPMENT
TO REMAIN
E
X
.
S
I
D
E
W
A
L
K
EX. SIDEWALK
EX. HAND HOLE (BY
OTHERS) TO REMAIN EX. T-MOBILE EQUIPMENT
COMPOUND ACCESS GATE
TO REMAIN
EX. WATER TOWER ACCESS
GATE (BY OTHERS) TO REMAIN
EX. T-MOBILE EQUIPMENT
SHELTER (W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. GRAVEL
DRIVEWAYA3.1
1
NEW T-MOBILE 6X24
TRUNK CABLE ATTACHED
TO TEMPORARY SUPPORT
STAKES
NEW T-MOBILE POLE W/
NEW T-MOBILE EQUIPMENT
(RE: 1/A2.0)
3 EXISTING ANTENNA LAYOUT
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
T:
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/
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2
5
B
Y
:
Ga
r
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W
a
t
t
s
THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
EQUIPMENT PLAN
A2.0
1 NEW ANTENNA LAYOUT
N
SCALE: 3/8"= 1'-0"
1'0'5'3'
SCALE: 3/8"= 1'-0"
1'0'5'3'
N
4 EXISTING EQUIPMENT LAYOUT 2 NEW EQUIPMENT LAYOUT
N
SCALE: 1/4"= 1'-0"
4'2'0'8'
SCALE: 1/4"= 1'-0"
4'2'0'8'
N
NOTE:
1.FOR ANTENNA SCHEDULE SEE
CONFIGURATION KEY ON A4.0
EX. T-MOBILE EQUIPMENT
SHELTER ACCESS DOOR TO
REMAIN
EX. T-MOBILE EQUIPMENT
RACK W/ EX. EQUIPMENT
TO REMAIN
EX. T-MOBILE A/C
PANEL TO REMAIN
EX. T-MOBILE
METER TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
EX. T-MOBILE ICE
BRIDGE TO REMAIN
EX. T-MOBILE JUNCTION
BOX TO REMAIN
EX. T-MOBILE COVP
TO REMAIN
EX. T-MOBILE
EQUIPMENT RACK W/ EX.
EQUIPMENT TO REMAIN
EX. T-MOBILE EQUIPMENT
SHELTER TO REMAIN
NOTE:
1.ALL EXISTING T-MOBILE
EQUIPMENT IS TO BE REMOVED
FROM WATER TOWER.
EX. T-MOBILE ANTENNA MOUNT
TO BE REMOVED (QTY. OF (1) PER
SECTOR, TOTAL OF (3))
EX. EQUIPMENT (BY
OTHERS) TO REMAIN (TYP.)
EX. WATER TOWER SAFETY
RAILING & WALKING PLATFORM
TO REMAIN (TYP.)
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE ANTENNA
TO BE REMOVED (QTY. OF
(1) PER SECTOR, TOTAL
OF (3))
EX. T-MOBILE ANTENNA TO
BE REMOVED (QTY. OF (1)
PER SECTOR, TOTAL OF (3))
EX. T-MOBILE COVP TO BE
REMOVED (QTY. OF (1))
EX. T-MOBILE RRU TO BE
REMOVED (QTY. OF (1) PER
SECTOR. TOTAL OF (3))
EX. T-MOBILE RRU TO BE
REMOVED (QTY. OF (1) PER
SECTOR. TOTAL OF (3))
NEW T-MOBILE POLE
(DESIGN BY OTHERS)
NEW T-MOBILE AHFII RRU MOUNTED
TO TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE)
NEW T-MOBILE AHLOB RRU MOUNTED
TO TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE)
NEW T-MOBILE FFVV-65C-R2N23
ANTENNA MOUNTED TO NEW MOUNTING
PIPE PER MFG. SPECS. (QTY. OF (1) PER
PIPE, TOTAL OF (3) STACKED ABOVE)
NEW T-MOBILE AEHC ANTENNA
MOUNTED TO NEW MOUNTING PIPE
PER MFG. SPECS. (QTY. OF (1) PER
PIPE, TOTAL OF (3) STACKED BELOW)
A1
B1C1
C2 (BELOW)B2 (BELOW)
A2 (BELOW)
NEW T-MOBILE 6X24 TRUNK
CABLE ATTACHED TO
TEMPORARY SUPPORT STAKES
2 EX. SOUTH ELEVATION 1 NEW SOUTH ELEVATION
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
T:
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/
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5
B
Y
:
Ga
r
y
W
a
t
t
s
THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
ELEVATIONS
A3.0
EX. GRADE
0'-0"
PRIOR TO CONSTRUCTION:
CONTRACTOR SHALL VERIFY THAT A STRUCTURAL AND MOUNT ANALYSIS
DEPICTING THE LOADING SHOWN HAS BEEN PERFORMED AND SHOWS A "PASS"
OR AN "ACCEPTABLE" RATING, UNDER NO CIRCUMSTANCE WHATSOEVER SHALL
THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL
ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE BUILDING/
TOWER/ MOUNT BE MODIFIED, SUCH MODIFICATION SHALL BE COMPLETED
PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT.
SCALE: 1/16" = 1'-0"
16'8'0'32'
SCALE: 1/16" = 1'-0"
16'8'0'32'
EX. T-MOBILE RAD CENTER
105'-0"±
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
EX. GRADE
0'-0"
NEW T-MOBILE RAD CENTER
80'-0"
NEW T-MOBILE RAD CENTER
90'-0"
T.O. NEW T-MOBILE POLE
95'-0"
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
NEW ANTENNA TIP HEIGHT
94'-0"
EX. T-MOBILE ANTENNA
EQUIPMENT TO BE REMOVED
(RE: 3/A2.0)
EX. ANTENNA EQUIPMENT
(BY OTHERS) TO REMAIN
(TYP.)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
EX. T-MOBILE EQUIPMENT
SHELTER W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. CHAIN LINK FENCE
(BY OTHERS) TO REMAIN
(TYP.)
EX. T-MOBILE ICE
BRIDGE TO REMAIN
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
NEW T-MOBILE 1/2" COAX CABLE
RAN UP EXTERIOR OF NEW POLE
PER MFG. SPECS. (QTY. OF (8) PER
SECTOR, TOTAL OF (24))
NEW T-MOBILE 95' TALL POLE
(DESIGN BY OTHERS)
NEW T-MOBILE ANTENNA
EQUIPMENT MOUNTED TO
NEW POLE (RE: 1/A2.0)
NEW T-MOBILE RRU'S MOUNTED TO
TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE) (RE: 1/A2.0)
2 EX. WEST ELEVATION 1 NEW WEST ELEVATION
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
T:
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2/
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/
2
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2
5
B
Y
:
Ga
r
y
W
a
t
t
s
THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
ELEVATIONS
A3.1
EX. GRADE
0'-0"
PRIOR TO CONSTRUCTION:
CONTRACTOR SHALL VERIFY THAT A STRUCTURAL AND MOUNT ANALYSIS
DEPICTING THE LOADING SHOWN HAS BEEN PERFORMED AND SHOWS A "PASS"
OR AN "ACCEPTABLE" RATING, UNDER NO CIRCUMSTANCE WHATSOEVER SHALL
THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL
ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE BUILDING/
TOWER/ MOUNT BE MODIFIED, SUCH MODIFICATION SHALL BE COMPLETED
PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT.
SCALE: 1/16" = 1'-0"
16'8'0'32'
SCALE: 1/16" = 1'-0"
16'8'0'32'
T.O. EX. WATER TOWER
ELEV. = 105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
EX. T-MOBILE ANTENNA
EQUIPMENT TO BE REMOVED
(RE: 3/A2.0)
EX. ANTENNA EQUIPMENT
(BY OTHERS) TO REMAIN
(TYP.)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
EX. T-MOBILE EQUIPMENT
SHELTER W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. CHAIN LINK FENCE
(BY OTHERS) TO REMAIN
(TYP.)
EX. T-MOBILE ICE
BRIDGE TO REMAIN
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
NEW T-MOBILE 1/2" COAX CABLE
RAN UP EXTERIOR OF NEW POLE
PER MFG. SPECS. (QTY. OF (8) PER
SECTOR, TOTAL OF (24))
NEW T-MOBILE 95' TALL POLE
(DESIGN BY OTHERS)
NEW T-MOBILE ANTENNA
EQUIPMENT MOUNTED TO
NEW POLE (RE: 1/A2.0)
EX. T-MOBILE RAD CENTER
ELEV. = 105'-0"±
EX. GRADE
0'-0"
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
NEW T-MOBILE RAD CENTER
80'-0"
NEW T-MOBILE RAD CENTER
90'-0"
NEW ANTENNA TIP HEIGHT
94'-0"
T.O. NEW POLE
95'-0"
NEW T-MOBILE RRU'S MOUNTED TO
TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE) (RE: 1/A2.0)
PROJECT DESCRIPTION
SITE INFORMATION
DRIVING DIRECTIONS
APPLICABLE CODES
SITE PHOTO
VICINITY MAP
R
Call before you dig.
Know what's below.
A1N0510A RELO TEMP SITE
A1N0510A
SITE TYPE:WATER TOWER
SITE NAME:A1N0510A RELO TEMP SITE
SITE NUMBER:A1N0510A
SITE ADDRESS:3303 LANGLEY COURT
LAKE ELMO, MN 55042
JURISDICTION:CITY OF LAKE ELMO
PARCEL NUMBER: 1302921320069
EXISTING STRUCTURE:
OCCUPANCY GROUP U
CONSTRUCTION TYPE V-B
FULLY SPRINKLERED NO
NO. STORIES N/A
3303 LANGLEY COURT
LAKE ELMO, MN 55042
LATITUDE:44.99694644
LONGITUDE: -92.880966
A.D.A. COMPLIANCE:
NOT REQUIRED PER IBC 1103.2.9.
OSHA COMPLIANCE:
ANSI A10.48: FALL PROTECTION
AND SAFETY STANDARDS
MANDATORY: CONTRACTOR TO CALL TO
VERIFY UTILITIES, AT LEAST TWO WORKING
DAYS PRIOR TO DIGGING.
BEFORE YOU DIG, CALL: 1-800-252-1166
HTTP://811-IN-YOUR-STATE/MAP/STATE/MINNESOTA
ALL CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE PERFORMED AND MATERIALS
INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES TO INCLUDE COMPLIANCE WITH THE
LATEST FEDERAL STATE, AND LOCAL AMENDMENTS, REGULATIONS AND ORDINANCES.
THE INFORMATION CONTAINED IN THIS SET OF
DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO T-MOBILE SERVICES IS
STRICTLY PROHIBITED.
INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION
PUBLIC ACCESS IS RESTRICTED A.D.A. ACCESSIBILITY NOT REQUIRED.
MODIFICATION OF AN (E) "NON-INHABITABLE" T-MOBILE TELECOMMUNICATIONS
SITE CONSISTING OF:
REMOVING
·(3) EXISTING ANTENNA MOUNTS
·(6) EXISTING ANTENNA'S
·(6) EXISTING RRU'S
·(1) EXISTING JUNCTION BOX
·(1) EXISTING PENDANT
·(1) EXISTING HYBRID CABLES
INSTALLING
·(1) NEW 95' TALL POLE
·(3) NEW COLLAR MOUNTS
·(6) NEW ANTENNA'S
·(6) NEW RRU'S
·(24) NEW COAX CABLES
·(2) NEW 6X24 TRUNK CABLES
·(1) TEMPORARY H-FRAME
WITHIN THE EXISTING LEASE AREA
GOVERNING CODES, AS APPLICABLE:
2020 MBC, 2020 MRC, 2020 MCCEB, 2020 MFC,
2020 MMC, 2020 MFGC, 2020 MEC, 2023 NEC
TEMP SITE
PROJECT TEAM
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
T:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
COVER PAGE
T1.0
SHEET INDEX
SITE LOCATION
SHEET DESCRIPTION
T1.0 COVER PAGE
GN1.0 GENERAL NOTES
GN1.1 GENERAL NOTES
A1.0 OVERALL SITE PLAN
A1.1 EX. ENLARGED SITE PLAN
A1.2 NEW ENLARGED SITE PLAN
A2.0 EQUIPMENT PLAN
A3.0 ELEVATIONS
A3.1 ELEVATIONS
UTILITY PROVIDER
POWER PROVIDER:
XCEL ENERGY 800.895.4999
SITE ACQUISITION
UCI² CONSTRUCTION SERVICES
4751 FOX STREET
DENVER, CO 80216
CHARLIE AUGELLO
MOBILE: 720.236.9199
EMAIL: CHARLIEA@UCI2.NET
PROJECT MANAGER
UCI² CONSTRUCTION SERVICES
4751 FOX STREET
DENVER, CO 80216
COLE MOSSMAN
MOBILE: 970.819.0335
EMAIL: COLEM@UCI2.NET
ENGINEER ON RECORD
TELEMTN ENGINEERING
PO BOX 1453
SALIDA, CO 81201
KHRIS SCOTT, PE
PH: 303.596.6804
EMAIL: KSCOTT@TELEMTN.COM
PROPERTY OWNER
CITY OF LAKE ELMO
3880 LAVERNE AVE. N STE 100
LAKE ELMO, MN 55042
APPLICANT:
T-MOBILE WEST LLC
990 SOUTH BROADWAY
DENVER, CO 80209
OFFICE: 303.313.6923
T-MOBILE PROJECT MANAGEMENT
990 S BROADWAY
DENVER, CO 80209
MICHAEL MCCREEDY
MOBILE: 303.332.1212
EMAIL: MICHAEL.MCCREEDY1@T-MOBILE.COM
T-MOBILE CONSTRUCTION MANAGER
990 SOUTH BROADWAY
DENVER, CO 80209
CHRIS MILLER
EMAIL: CHRIS.MILLER@T-MOBILE.COM
REFERENCED DOCUMENTS DATE
RFDS 01.21.25
SCAN QR CODE FOR LINK
TO SITE LOCATION MAP
GENERAL CONSTRUCTION NOTES
CODE COMPLIANCE
1.THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. EQUIPMENT ROOMS ARE NOT MANNED, ARE
NOT HABITABLE, AND DO NOT REQUIRE POTABLE WATER, SEWER CONNECTIONS OR A.D.A.
ACCESS ACCOMMODATIONS.
2.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE STANDARDS, CODES, ORDINANCES, RULES, REGULATIONS, ORDINANCES, AND
MANUFACTURER'S RECOMMENDATIONS. WHEN TWO OR MORE ARE IN CONFLICT, THE MOST
STRINGENT PROVISION SHALL BE FOLLOWED.
3.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE
OF THE WORK. WHERE LICENSING IS REQUIRED, CONTRACTOR SHALL OBTAIN ALL REQUIRED
LICENSES PRIOR TO BEGINNING WORK.
4.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
5.CONTRACTOR TO COORDINATE WITH LOCAL JURISDICTION FOR ANY CODE RELATED QUESTIONS.
ALL JURISDICTION REQUIRED CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL CONDITIONS
6.DO NOT SCALE DRAWINGS.
7.THESE DESIGNED DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO SHOW
FINAL CONDITIONS., UNLESS NOTED OTHERWISE.
8.THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD
MEASUREMENTS. NOTIFY THE AE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND PRIOR
TO PROCEEDING WITH WORK.
9.EXTERIOR DIMENSIONS ARE TO FACES OF EXTERIOR WALLS.
10.DIMENSIONS ON PLANS ARE TO FINISH FACES OR CENTERLINES OF COLUMNS UNLESS NOTED
OTHERWISE.
11.DIMENSIONS TO DOOR OPENINGS ARE TO R.O. IN MASONRY & CONCRETE AND TO JAMB OPENING
IN STUDWALLS. VERIFY DOOR SIZE W/ SCHEDULE.
12.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGNED. MINOR MODIFICATIONS MAY BE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE
INCLUDED AS PART OF THE WORK.
13.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY
DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE
SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL
NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY
IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SOLE
LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER.
14.EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT / ENGINEERS TO PROVIDE ACCURATE AND
COMPLETE DESIGNED DOCUMENTS THOUGH MINOR ERRORS AND OMISSIONS MAYBE CONTAINED
WITHIN THE DOCUMENTS. THESE SHALL NOT EXCUSE THE CONTRACTOR FROM PROVIDING AN
ACCURATE PROPOSAL AND COMPLETING THE PROJECT IN ACCORDANCE WITH THE INTENT OF THE
DESIGNED DOCUMENTS.
15.IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR
OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND
THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS,
DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM A WRONGFUL OR
NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, OR FROM THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES, OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH
THE WORK.
CONTRACTOR'S RESPONSIBILITIES
16.PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE, REVIEW ALL
DESIGNED DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, CONFIRMING THAT THE WORK CAN
BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR IDENTIFYING ANY ANY DISCREPANCIES BETWEEN ACTUAL
CONDITIONS AND DESIGNED DOCUMENTS, NOTIFYING THE CONSTRUCTION MANAGER AND
ARCHITECT/ENGINEER OF SUCH, AND SHALL OBTAIN WRITTEN CLARIFICATION PRIOR TO
BEGINNING THE WORK.
17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT EXTENT OF WORK,
COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, UTILITIES,
ETC., NECESSARY TO COMPLETE THEIR PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS.
18.WHILE REVIEWING THE DESIGNED DOCUMENTS, THE CONTRACTOR SHALL IDENTIFY ANY ITEMS
WHERE THE DESIGNED INTENT IS UNCLEAR AND OBTAIN WRITTEN CLARIFICATIONS PRIOR TO
FURNISHING A BID. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS. ANY REQUEST FOR ALTERATIONS TO THE DESIGNED INTENT SHALL BE PROVIDED IN
WRITING FOR REVIEW AND APPROVAL.
19.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE MOST RECENT DESIGNED DOCUMENTS
AND ENSURING THEY ARE DISTRIBUTED AND ARE FOLLOWED BY ALL PERSONNEL INVOLVED IN
THE PROJECT.
20.CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE CARRIER PRIOR TO
PURCHASING ANY MATERIALS OR STARTING ANY WORK.
21.CONTRACTOR SHALL, EXCEPT AS SPECIFICALLY AGREED OTHERWISE, PROVIDE ALL NECESSARY
MATERIALS, LABOR AND EQUIPMENT TO COMPLETE THE INSTALLATION AS DESCRIBED IN
DESIGNED DOCUMENTS. CONTRACTOR TO CLARIFY PROVIDED MATERIALS PRIOR TO FURNISHING
A BID.
22.ALL FURNISHED MATERIALS SHALL MEET CARRIER SPECIFICATIONS AND MINIMUM REQUIREMENTS
FOR THE PROJECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY CARRIER
CONSTRUCTION MANAGER PRIOR TO PURCHASE AND INSTALLATION.
23.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS
AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIALS; AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND
COORDINATION WITH THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S
AUTHORIZED REPRESENTATIVE , COORDINATING ACCESS, AND COMPLIANCE WITH ANY
REQUIREMENTS IMPOSED BY THE LANDLORD.
24.CONTRACTOR TO PROVIDE CLOSE OUT PACKAGE WITH ALL TEST RESULTS, SETTING SCREEN
SHOTS, RELEVANT CATALOGS / CUT SHEETS, INSTRUCTION SHEETS AND A SET OF RED-LINED
AS-BUILT DRAWINGS PRIOR TO FINAL BILLING.
CONDITION OF SITE
25.CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT EXISTING SITE FINISHES AS MUCH AS
POSSIBLE. ANY IMPACT TO SITE AND SURROUNDINGS SHALL BE MITIGATED AND CONTRACTOR
SHALL RETURN SITE TO PRE-CONSTRUCTION CONDITIONS.
26.WORK AREA SHALL BE KEPT FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND
ORDERLY AS MUCH AS POSSIBLE. MEANS OF EGRESS SHALL BE KEPT CLEAR AT ALL TIMES.
27.ALL DEMOLISHED AND UNUSED MATERIALS SHALL BE REMOVED FROM SITE AND TRACKED ASSETS
LOGGED AND RETURNED TO CARRIER FOR DISPOSAL OR RE-USE. CONTRACTOR TO KEEP THE SITE
CLEAN, FREE OF HAZARDS, PROPERLY DISPOSE OF ALL RUBBISH, AND REMOVE TRASH AND
REFUSE DAILY. BURY NOTHING ON SITE. NO SOLID WASTE RECEPTACLE WILL BE SITED.
SITE WORK
1.CONTRACTOR TO VERIFY STATE REQUIREMENTS FOR UTILITY LOCATION SERVICES AND
EXCAVATION CONTRACTOR SHALL NOTIFY STATE OR LOCAL NOTIFICATION CENTER AS REQUIRED
PRIOR TO ANY SITE DISTURBANCES.
2.REASONABLE EFFORTS HAVE BEEN MADE TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR IDENTIFYING ALL UTILITIES, SHOWN OR NOT, AND PROTECTING THEM FROM
DAMAGE. EXCAVATION CONTRACTOR TO OBTAIN REQUIRED LOCATES PRIOR TO STARTING WORK.
3.CONTRACTOR SHALL PROTECT ALL SITE FINISHES AND IMPROVEMENTS AND RETURN ALL TO PRE
WORK CONDITION. IF EXTERIOR SITE IMPROVEMENTS ARE REQUIRED, CONTRACTOR TO INSTALL
AND MAINTAIN DRAINAGE / RUNOFF MITIGATION MEASURES THROUGH OUT THE PROJECT AND
REVEGETATE AREA TO RETURN IT TO ORIGINAL CONDITIONS.
4.GRUB AND DISPOSE OF ALL ORGANIC MATERIAL PRIOR NO FILL OR EARTHWORK TO OCCUR WITH
ON OR WITH FROZEN MATERIAL
STRUCTURAL NOTES
1.0 GENERAL CONDITIONS
1.1 NO STRUCTURAL ALTERATIONS ARE TO BE MADE TO THE FACILITY UNLESS SPECIFICALLY NOTED.
1.2 ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR
WRITTEN APPROVAL PRIOR TO FABRICATION.
2.0 CONCRETE AND MASONRY
2.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR LATEST. DETAIL REINFORCING IN
CONFORMANCE WITH ACI. SP66 LATEST.
2.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY
THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR
DIAMETERS.
2.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON
DRAWINGS.
2.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE
TIED TOGETHER.
2.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING.
2.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER
SLABS.
2.7 1/4" CHAMFER ON ALL CORNERS AND EDGES.
3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH
OF 3000 PSI., 4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%.
2.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO
ASTM A 185.
2.10 CONTRACTOR TO OBTAIN X-RAY OR GPR (IF APPLICABLE) OF ANY CONCRETE OR MASONRY
STRUCTURES, IDENTIFYING ALL EMBEDMENT PRIOR TO CUTTING, DRILLING OR OTHER ACTIVITY
WHICH COULD CAUSE DAMAGE. AVOID ALL EMBEDMENT. OBTAIN APPROVAL FROM
STRUCTURAL ENGINEER PRIOR TO IMPACTING ANY STRUCTURAL FACILITIES.
3.0 STRUCTURAL STEEL
3.1 CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE.
3.2 SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500, GRADE B
(Fy = 46 ksi) MATERIAL.
3.3 ROUND PIPE SECTIONS SHALL BE ASTM A53, GRADE B (Fy =35 ksi) MATERIAL.
3.4 DESIGNED, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE “AISC
SPECIFICATION FOR THE DESIGNED, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS”, WITH COMMENTARY AND THE “CODE OF STANDARD PRACTICE”.
3.5 ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS WITHIN 3” OF BOLTS,
WELDS OR HEADED STUDS.
3.6 ALL OUTDOOR STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123.
3.7 BOLTS SHALL BE HIGH STRENGTH BOLTS, A325, CONFORMING TO ASTM SPECIFICATIONS. ALL
CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
3.8 WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS
CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.
3.9 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS
OTHERWISE NOTED.
3.10 WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION
(WPS) AS PER AWS D1.1 , D1.3 AND D1.4.
3.11 ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED.
3.12 UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS, ALL STEEL ITEMS
PERMANENTLY EXPOSED TO EARTH OR WEATHER SHALL BE CORROSION-RESISTANT BY
GALVANIZING OR BY THE USE OF STAINLESS STEEL.
3.13 ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT
3.14 ANY DAMAGED GALVANIZING OR PAINT TO BE FIELD REPAIRED WITH 'COLD-GALV' OR
APPROPRIATE PAINT UNDER CONDITIONS APPROVED BY PRODUCT MANUFACTURER.
4.0 FIBER REINFORCED PLASTICS
4.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIVALENT, PRODUCED BY THE
PULTRUSION METHOD.
4.2 ALL ADHESIVE RESIN SHALL BE PLEXUS METHACRYLATE OR AN EQUIVALENT ADHESIVE RESIN
THAT IS COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPES.
4.3 ALL FRP CONNECTIONS SHALL BE FULLY-BONDED AT EACH SIDE WITH A 1/4” PLATE AND A
MINIMUM OF (2) 3/8” DIAMETER FLATHEAD FRP SCREWS PER MEMBER.
4.4 ISOPLAST NUTS AND BOLTS SHALL BE TIGHTENED TO A SNUG-TIGHT FIT PLUS AN ADDITIONAL
1/2 TURN, PRIOR TO BEING LOCKED WITH EPOXY.
4.5 ALL PANELS / SHEATHING SHALL BE FULLY BONDED WITH 3/8” FLATHEAD FRP SCREWS AT 12” O.C.
4.6 ALL FIELD CUT AND DRILLED EDGES, HOLES AND ABRASIONS SHALL BE SEALED WITH A
CATALYZED EPOXY RESIN COMPATIBLE WITH THE MANUFACTURER'S ORIGINAL RESIN.
(E) OVERHEAD ELEC.
WATER LINE
SANITARY SEWER(N) OVERHEAD ELEC.
CHAIN LINK FENCE
WOODEN FENCE
PROPERTY LINE
LEASE LINE
EASEMENT
ITEM TO BE DEMOLISHED
1
ELEVATION A
ENLARGED VIEW
FE
SECTION CUT
FIRE EXTINGUISHER
STRUCTURAL COLUMN
GRID LINES AND LABELS
DATUM OR
WORKING POINT
X X
OH-P OH-P SS SS
W W
OH-P OH-P
[ ][ ][ ][ ]
XXXX
X
XXXX
X
XXXX
X
ELEVATION
MARKER
SPOT
ELEVATION
@ AT
°DEGREES
Ø DIAMETER
A/C AIR CONDITIONER
APPROX.APPROXIMATE
ARCH.ARCHITECTURAL
A.F.F.ABOVE FINISH FLOOR
A.F.G.ABOVE FINISH GRADE
ATS AUTOMATIC TRANSFER SWITCH
AWS ADVANCED WIRELESS SYSTEM
BBU BATTERY BACK UP
BCEM BASE CHANNEL ELEMENT MODULE
BLDG.BUILDING
B.O.BOTTOM OF
CLG.CEILING
COL.COLUMN
CONC.CONCRETE
DBL.DOUBLE
DIA.DIAMETER
DIM.DIMENSION
DISC.DISCONNECT
DN.DOWN
DWG.DRAWING
(E)EXISTING
EA.EACH
ELEV.ELEVATION
ELEC.ELECTRICAL
EQ.EQUAL
EXT.EXTERIOR
F.O.FIRE EXTINGUISHER
FIN.FINISH
FLR.FLOOR
FUT.FUTURE
GA.GAUGE
GALV.GALVANIZED
GEN.GENERATOR
GPS GLOBAL POSITIONING SYSTEM
GWB.GYPSUM WALLBOARD
H.M.HOLLOW METAL
HORZ.HORIZONTAL
HR.HOUR
HT.HEIGHT
ILC INTEGRATED LOAD CENTER
INT.INTERIOR
L.F.LINEAR FEET
MAX.MAXIMUM
MECH.MECHANICAL
MFGR.MANUFACTURER
MGB MAIN GROUND BAR
MIN.MINIMUM
MSDS MATERIAL SAFETY DATA SHEET
MTL.METAL
MTS MANUAL TRANSFER SWITCH
(N)NEW
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OVP OVER VOLTAGE PROTECTION
PCS PERSONAL COMMUNICATIONS SERVICE
RAD.RADIUS
R.O.ROUGH OPENING
RRU REMOTE RADIO UNIT
SHTG.SHEATHING
SIM.SIMILAR
SPEC.SPECIFICATION
S.S.STAINLESS STEEL
STL.STEEL
STRUCT.STRUCTURAL
T.C.TEMPERATURE CONTROL
TELCO TELECOMMUNICATIONS
T.O.TOP OF
TYP.TYPICAL
U.G.UNDERGROUND
U.N.O.UNLESS NOTED OTHERWISE
VERT.VERTICAL
V.I.F.VERIFY IN FIELD
W/WITH
OH-F OH-F (E) OVERHEAD FIBER
OH-F OH-F (N) OVERHEAD FIBER
COAX COAX (E) COAX
COAX COAX (N) COAX
HYBRID HYBRID (E) HYBRID CABLE
HYBRID HYBRID (N) HYBRID CABLE
UG-F UG-F (E) UNDERGROUND FIBER
UG-F UG-F (N) UNDERGROUND FIBER
UG-P UG-P (E) UNDERGROUND ELEC.
UG-P UG-P (N) UNDERGROUND ELEC.
GAS GAS GAS LINE
ABBREVIATIONS
LINETYPES
ABBREVIATIONS
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
GENERAL NOTES
GN1.0
WEATHER PROOFING
1.ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING AND EXPANSION JOINTS SHALL BE
CONSTRUCTED IN SUCH A MANNER AS TO MAKE IT WEATHERPROOF.
2.THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND
COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF.
3.PROVIDE FOR ALL TEMPORARY WEATHERPROOFING DURING THE COURSE OF WORK TO ASSURE
PROTECTION AND FULL OPERATION OF THE EXISTING FACILITY.
DOORS, VENTS, AND WINDOWS
1.ALL EGRESS DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT USE OF KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH
MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO FLOOR PLANS FOR EXIT
SIGN LOCATIONS.
2.INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.
WHERE DETAILED, PROVIDE ALL ADDITIONAL MATERIALS SHOWN OR NOTED. VERIFY ALL OPENING
SIZES, BOTH NEW AND EXISTING PRIOR TO ORDERING. PROVIDE SPACE FOR FLASHING AS
DETAILED. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR MATERIALS.
FINISHES
1.PAINT ALL PAINTABLE ITEMS ATTACHED TO WALLS, CEILING, OR COLUMNS EXCEPT DUCTWORK
AND FLEXIBLE AND/OR MOVABLE PARTS. CONCEAL ALL PIPE AND CONDUIT WHERE WALL FURRING
IS PROVIDED. PRIME ALL MATERIALS WITH MATERIAL COMPATIBLE WITH SUBSTRATE. SEE FINISH
SCHEDULE AND FINISH NOTES.
2.OFFSET STUDS WHERE NEEDED, SO THE FINISH WALL SURFACES WILL BE FLUSH.
3.PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.
4.CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN
ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, GOVERNING EDITION.
5.CEILING HEIGHTS ARE FROM CONCRETE FLOOR SLAB TO GRID AT ACOUSTICAL TILE CEILING, OR
FINISH AT HARD CEILING.
6.ALL INTERIOR WOOD BLOCKING SHALL BE FIRE TREATED.
EQUIPMENT
1.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE
LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.
2.VERIFY ALL EQUIPMENT MOUNTING DIMENSIONS PER MANUFACTURER DRAWINGS.
3.PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES, DEVICES & EQUIPMENT. COORD. W/
ALL DIVISIONS OF THE SPECIFICATIONS TO VERIFY LOCATION REQUIRED.
4.CONTRACTOR SHALL PROVIDE SEISMIC BRACING AND SUPPORT ALL EQUIPMENT AND MATERIALS
PROVIDED.
FIRESTOPPING
1.FIRESTOPPING SHALL BE PROVIDED BY A SINGLE CONTRACTOR FOR ALL TRADES USING A SINGLE
MANUFACTURER'S PRODUCTS (3M OR HILTI).
2.ALL RECESSED PANELS MOUNTED IN FIRE RATED WALLS SHALL BE OF FIRE RATED
CONSTRUCTION TO MATCH RATING OF WALL. (I.E. TRAP PRIMERS, F.E. CABINETS, ETC.)
ELECTRICAL NOTES
1.THESE PLANS ARE DIAGRAMMATIC ONLY, AND NOT TO BE SCALED.
2.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT,
INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY
OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED
HEREIN AND/OR AS OTHERWISE REQUIRED.
3.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED
AND SHALL BE OF THE BEST GRADE OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND
APPROVED BY UNDER-WRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J"
WHERE SUBJECT TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION
OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE
MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA
AND NBFU.
4.ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED.
5.ELECTRICAL CONTRACTOR SHALL CARRY OUT THE WORK WITH ACCORDANCE WITH ALL
GOVERNING STATE, COUNTY, LOCAL CODES AND O.S.H.A.
6.ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY ELECTRICAL PERMITS, AND PAY ALL
REQUIRED FEES.
7.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE
DATE OF JOB COMPLETION. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING
THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE
OF THE ELECTRICAL CONTRACTOR.
8.ALL INSTALLATIONS TO MAINTAIN REQUIRED CLEARANCES
9.CONTRACTOR TO SIZE CONDUCTORS PER NEC AND CARRIER REQUIREMENTS AND UPSIZE AS
REQUIRED TO MINIMIZE VOLTAGE DROP.
10.CONTRACTOR TO SIZE CONDUIT PER NEC
11.ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE, AND TRUE TAPE.
12.PROVIDE THE OWNER WITH ONE SET OF COMPLETE DIMENSIONS AND CIRCUITS, WITHIN 10
WORKING DAYS OF PROJECT COMPLETION. ELECTRICAL "AS BUILT" DRAWINGS, SHOWING ACTUAL
LOCATION OF CONDUITS.
13.ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED
OVER TO PROJECT MANAGER AT JOB COMPLETION.
14.USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR
LIGHTING FIXTURE. ALL CONDUCTORS SHALL BE COPPER.
15.ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING
RATING NOT LESS THAN THE MAXIMUM SHORT =CIRCUIT CURRENT TO WHICH THEY MAY BE
SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.
16.PATCH, REPAIR, AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE
ELECTRICAL WORK.
17.IN DRILLING HOLES INTO CONCRETE (WHETHER FOR FASTENING OR ANCHORING PURPOSES OR
PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC.) IT MUST BE CLEARLY
UNDERSTOOD THAT TENDONS AND RE-BARS WILL NOT BE DRILLED INTO, CUT, OR DAMAGED
UNDER ANY CIRCUMSTANCES.
18.LOCATION OF TENDONS AND RE-BARS ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE
SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY, OR OTHER DEVICES
THAT CAN ACCURATELY LOCATE THE REINFORCING STEEL TENDONS.
19.PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH
APPLICABLE LOCAL BUILDING CODES. USING U.L. RATED MATERIALS.
20.ELECTRICAL CONTRACTOR IS TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF
TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOK-UP
COSTS SHALL BE PAID BY THE CONTRACTOR.
21.ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR CATALOG CUT-SHEETS ON
ALL NON-SPECIFIED ORIGINAL MATERIALS AND EQUIPMENT, TO PROJECT MANAGER PRIOR TO
COMMENCEMENT OF THE WORK.
22.UPON COMPLETION OF WORK, CONDUCT CONTINUITY AND SHORT CIRCUIT, AS WELL AS,
GROUNDING TEST, GROUNDING TEST SHALL BE PREFORMED BY INDEPENDENT TESTING AGENCY,
WITH WRITTEN REPORT SUBMITTED TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL.
23.CLEAN PREMISES DAILY OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK PREMISES IN A
COMPLETE AND UNDAMAGED CONDITION.
24.ALL EXTERIOR WALL PENETRATIONS SHALL BE SEALED WITH POLYSEAM SEALANT.
25.ALL #2 TINNED BARE COPPER DOWNLEADS TO BE PROTECTED BY 1/2" P.V.C. PIPE AND SECURED.
26.COMPRESSION FITTINGS TO BE USED ON ALL CONDUITS (NO SET SCREWS).
27.ALL #6 STRANDED COPPER WITH GREEN INSULATION TO BE ATTACHED WITH CRIMPED DOUBLE
LUG, ATTACHED WITH NUTS, BOLTS AND STAR WASHERS TYPICAL AND NO-OX GREASE BETWEEN
LUG AND BUS BAR.
28.ALL ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED CONDUIT WITH WEATHERPROOF
FITTINGS.
29.THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE
CODES.
GROUNDING
1.ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE
GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER,
CARRIER'S AND LANDLORD'S GROUNDING AND BONDING STANDARDS, AND THE NATIONAL
ELECTRICAL CODE.
2.PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF
MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL
ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION.
3.ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH
GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY
BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND
STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES.
4.IN BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN
GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL
ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP'S, OR TOWER'S GROUND RING, TO
THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER
THAN #2 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING
SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN
WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
5.TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR
CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT
AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN
UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. CONTRACTOR SHALL VERIFY THE
LOCATIONS OF GROUNDING TIE-IN-POINTS TO THE EXISTING.
6.ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE GROUNDING SYSTEM.
EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
7.ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED
CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING
PERMANENTLY CONCEALED.
8.APPLY CORROSION-RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY
APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED.
9.A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE
INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS.
10.BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A
GROUND BUS.
11.DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36"
MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO
DISTANCES.
12.ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED
IN SCHEDULE 40 PVC CONDUIT.
13.THE INSTALLATION OF A CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IS NOT PERMITTED
UNLESS SPECIFICALLY NOTED.
14.DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST
LINE, USING THE GREATER OF THE TWO DISTANCES.
15.IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE
TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND
THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS
16.CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS
DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE.
17.EXTERIOR GROUND RINGS SHALL BE TESTED AND SHALL HAVE A RESISTANCE TO EARTH OF 5
OHMS OR LESS. IF NOT NOTIFY ENGINEER.
COMMUNICATIONS
GENERAL CABLING
1.ALL INSTALLED CABLES SHALL HAVE SHEATHS (RISER / PLENUM / OUTDOOR / UV RESISTANT)
APPROPRIATE FOR THE MOST RESTRICTIVE ENVIRONMENT WHICH THEY WILL TRAVERSE.
2.ALL CABLING TO BE SUPPORTED AND LACED PER NEC, LOCAL REQUIREMENTS AND TO MEET
CARRIER SPECIFICATIONS.
3.MAINTAIN REQUIRED SEPARATION BETWEEN CONDUCTORS AND OTHER CABLES AS PRESCRIBED
BY CARRIER SPECIFICATIONS AND BEST PRACTICES.
4.ALL FIRE, SMOKE OR DRAFT BARRIERS SHALL BE REPAIRED SUCH THAT THEY MAINTAIN THEIR
INTENDED / REQUIRED RATINGS.
5.PLANS ARE NOT TO BE SCALED. USE DIMENSION CALL-OUTS FOR ESTIMATES. CABLE LENGTHS
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY ALL LENGTHS PRIOR TO ORDERING.
FIBER OPTICS
6.VERIFY SINGLE-MODE OR MULTI-MODE AND CONNECTOR TYPE
7.ALL CABLES AND CONNECTORS TO BE PRE-APPROVED, OR AN EXCEPTION OBTAINED PRIOR TO
PURCHASE AND INSTALLATION
8.ALL FIBER STRANDS SHALL BE FUSION SPLICED THROUGHOUT OUT THE LENGTH OF THE RUN AND
BE TERMINATED AT EACH END OF TRUNK UNLESS SPECIFICALLY NOTED.
9.ALL TERMINATIONS TO BE LANDED IN A BULKHEAD OR COILED AND PROTECTED IN A SPLICE CASE
IF BULKHEAD IS SPACE CONSTRAINED.
10.ALL SPLICES TO BE FUSION TYPE AND INDIVIDUAL SPLICES SHALL HAVE A LOSS OF LESS THAN 0.1
dB. ANY SPLICES WITH HIGHER LOSSES TO BE REMADE.
11.ALL FIBERS TO BE TESTED WITH OTDR AND POWER METER. OTDR AND OPTICAL LOSS REPORT
PROVIDED IN CLOSEOUT PACKAGE.
12.ALL FIBER CABLING TO BE INSTALLED IN PROTECTIVE CABLE MANAGEMENT SYSTEMS, DUCT OR BE
ARMORED CABLE WHERE TRAVERSING SHARED SPACE.
COAX AND ANTENNAS
13.ALL ANTENNA MOUNTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/TIA-222 AND APPLICABLE
LOCAL CODES
14.ALL COAX TO BE INSTALLED PER CARRIER SPECIFICATIONS, SUPPORTED AT A MINIMUM OF EVERY
4'-0" IN PROPERLY SIZED BLOCKS OR OTHER COAX SUPPORTS U.N.O.
15.ALL COAX TRAVERSING EXTERIOR WALLS SHALL BE PROTECTED ON INTERIOR SIDE WITH
LIGHTNING SURGE SUPPRESSOR GROUNDED TO BUILDING GROUNDING SYSTEM OR STEEL (NOT
LIGHTNING PROTECTION SYSTEM). PROVIDE COAX GROUND KIT AT ANTENNA AND AS REQUIRED
BY CARRIER.
16.ALL COAX TERMINATIONS SHALL BE LOW PIM AND APPROVED BY CARRIER.
17.MAINTAIN MINIMUM BEND RADIUS AND SUPPORT CABLE AS NEEDED TO PROTECT CABLES FROM
SAGGING, KINKING OR BEING CAUGHT.
18.ALL COAX TO BE SWEEP (DTF & RETURN LOSS) AND PIM TESTED WITH PASSING REPORTS
PROVIDED TO CARRIER.
19.PROVIDE 50 OHM LOAD ON ALL UNUSED PORTS.
20.WATERPROOF ALL EXTERIOR CONNECTIONS AND ANY OTHER CONNECTIONS EXPOSED TO
MOISTURE OR CONDENSING ENVIRONMENTS WITH SELF-AMALGAMATING BUTYL TAPE WITH
MINIMUM 1/2" OVERLAP.
21.TORQUE ALL CONNECTIONS TO MANUFACTURER SPECIFICATIONS WITH APPROPRIATE TORQUE
WRENCH.
22.MOUNT GPS ANTENNA ON 1-1/4" SCH. 40 STEEL OR STAINLESS STEEL WITH BURNDY GROUNDING
CLAMP THIN 2° OF VERTICAL.
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
GENERAL NOTES
GN1.1
1 OVERALL SITE PLAN
PARCEL #:1302921320069
A 02.05.25 EXHIBIT GW
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MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
OVERALL SITE PLAN
A1.0
N
SCALE: 1/32" = 1'-0"
32'16'0'64'
NOTE:
ACTUAL GROUND SURVEY WAS NOT PERFORMED FOR THIS SITE. THE SITE PLAN WAS
DERIVED FROM PROVIDED DRAWINGS AND PHOTOS, GIS DATA, AND AERIAL IMAGES.
L
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EX. TREE TO
REMAIN
EX. T-MOBILE FENCED
COMPOUND W/ EX. EQUIPMENT
TO REMAIN (RE: 1/A1.1)
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
(RE: 1/A1.1)
EX. BUILDING (BY
OTHERS) TO REMAIN
(TYP.)
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NEW T-MOBILE TEMP POLE W/
NEW EQUIPMENT (RE: 1/A1.2)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
1 EX. ENLARGED SITE PLAN
A 02.05.25 EXHIBIT GW
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Description:Rev:Date:By:
SHEET NUMBER:
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MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
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990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
EX. ENLARGED
SITE PLAN
A1.1
SCALE: 1/16" = 1'-0"
16'8'0'32'
A3.0
2
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TO REMAIN
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EX. HAND HOLE (BY
OTHERS) TO REMAIN EX. T-MOBILE EQUIPMENT
COMPOUND ACCESS GATE
TO REMAIN
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
EX. UTILITY H-FRAME (BY
OTHERS) TO REMAIN
EX. WATER TOWER ACCESS
GATE (BY OTHERS) TO REMAIN
EX. WATER TOWER (BY
OTHERS) W/ EX. EQUIPMENT
TO BE REMOVED (RE: 3/A2.0)
EX. T-MOBILE EQUIPMENT
SHELTER (W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. EQUIPMENT PLATFORM
(BY OTHERS) TO REMAIN
EX. ACCESS GATE (BY
OTHERS) TO REMAIN
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. GRAVEL
DRIVEWAYA3.1
2
1 NEW ENLARGED SITE PLAN
A 02.05.25 EXHIBIT GW
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Description:Rev:Date:By:
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DRAWN BY:CHK BY:APV BY:
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MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
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Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
NEW ENLARGED
SITE PLAN
A1.2
SCALE: 1/16" = 1'-0"
16'8'0'32'
N
A3.0
1
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G
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EX. T-MOBILE FENCED
COMPOUND W/ EX. EQUIPMENT
TO REMAIN
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A
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EX. SIDEWALK
EX. HAND HOLE (BY
OTHERS) TO REMAIN EX. T-MOBILE EQUIPMENT
COMPOUND ACCESS GATE
TO REMAIN
EX. WATER TOWER ACCESS
GATE (BY OTHERS) TO REMAIN
EX. T-MOBILE EQUIPMENT
SHELTER (W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. GRAVEL
DRIVEWAYA3.1
1
NEW T-MOBILE 6X24
TRUNK CABLE ATTACHED
TO TEMPORARY SUPPORT
STAKES
NEW T-MOBILE POLE W/
NEW T-MOBILE EQUIPMENT
(RE: 1/A2.0)
3 EXISTING ANTENNA LAYOUT
A 02.05.25 EXHIBIT GW
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Description:Rev:Date:By:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
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M
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R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
EQUIPMENT PLAN
A2.0
1 NEW ANTENNA LAYOUT
N
SCALE: 3/8"= 1'-0"
1'0'5'3'
SCALE: 3/8"= 1'-0"
1'0'5'3'
N
4 EXISTING EQUIPMENT LAYOUT 2 NEW EQUIPMENT LAYOUT
N
SCALE: 1/4"= 1'-0"
4'2'0'8'
SCALE: 1/4"= 1'-0"
4'2'0'8'
N
NOTE:
1.FOR ANTENNA SCHEDULE SEE
CONFIGURATION KEY ON A4.0
EX. T-MOBILE EQUIPMENT
SHELTER ACCESS DOOR TO
REMAIN
EX. T-MOBILE EQUIPMENT
RACK W/ EX. EQUIPMENT
TO REMAIN
EX. T-MOBILE A/C
PANEL TO REMAIN
EX. T-MOBILE
METER TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
EX. T-MOBILE ICE
BRIDGE TO REMAIN
EX. T-MOBILE JUNCTION
BOX TO REMAIN
EX. T-MOBILE COVP
TO REMAIN
EX. T-MOBILE
EQUIPMENT RACK W/ EX.
EQUIPMENT TO REMAIN
EX. T-MOBILE EQUIPMENT
SHELTER TO REMAIN
NOTE:
1.ALL EXISTING T-MOBILE
EQUIPMENT IS TO BE REMOVED
FROM WATER TOWER.
EX. T-MOBILE ANTENNA MOUNT
TO BE REMOVED (QTY. OF (1) PER
SECTOR, TOTAL OF (3))
EX. EQUIPMENT (BY
OTHERS) TO REMAIN (TYP.)
EX. WATER TOWER SAFETY
RAILING & WALKING PLATFORM
TO REMAIN (TYP.)
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE ANTENNA
TO BE REMOVED (QTY. OF
(1) PER SECTOR, TOTAL
OF (3))
EX. T-MOBILE ANTENNA TO
BE REMOVED (QTY. OF (1)
PER SECTOR, TOTAL OF (3))
EX. T-MOBILE COVP TO BE
REMOVED (QTY. OF (1))
EX. T-MOBILE RRU TO BE
REMOVED (QTY. OF (1) PER
SECTOR. TOTAL OF (3))
EX. T-MOBILE RRU TO BE
REMOVED (QTY. OF (1) PER
SECTOR. TOTAL OF (3))
NEW T-MOBILE POLE
(DESIGN BY OTHERS)
NEW T-MOBILE AHFII RRU MOUNTED
TO TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE)
NEW T-MOBILE AHLOB RRU MOUNTED
TO TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE)
NEW T-MOBILE FFVV-65C-R2N23
ANTENNA MOUNTED TO NEW MOUNTING
PIPE PER MFG. SPECS. (QTY. OF (1) PER
PIPE, TOTAL OF (3) STACKED ABOVE)
NEW T-MOBILE AEHC ANTENNA
MOUNTED TO NEW MOUNTING PIPE
PER MFG. SPECS. (QTY. OF (1) PER
PIPE, TOTAL OF (3) STACKED BELOW)
A1
B1C1
C2 (BELOW)B2 (BELOW)
A2 (BELOW)
NEW T-MOBILE 6X24 TRUNK
CABLE ATTACHED TO
TEMPORARY SUPPORT STAKES
2 EX. SOUTH ELEVATION 1 NEW SOUTH ELEVATION
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
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THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
ELEVATIONS
A3.0
EX. GRADE
0'-0"
PRIOR TO CONSTRUCTION:
CONTRACTOR SHALL VERIFY THAT A STRUCTURAL AND MOUNT ANALYSIS
DEPICTING THE LOADING SHOWN HAS BEEN PERFORMED AND SHOWS A "PASS"
OR AN "ACCEPTABLE" RATING, UNDER NO CIRCUMSTANCE WHATSOEVER SHALL
THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL
ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE BUILDING/
TOWER/ MOUNT BE MODIFIED, SUCH MODIFICATION SHALL BE COMPLETED
PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT.
SCALE: 1/16" = 1'-0"
16'8'0'32'
SCALE: 1/16" = 1'-0"
16'8'0'32'
EX. T-MOBILE RAD CENTER
105'-0"±
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
EX. GRADE
0'-0"
NEW T-MOBILE RAD CENTER
80'-0"
NEW T-MOBILE RAD CENTER
90'-0"
T.O. NEW T-MOBILE POLE
95'-0"
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
NEW ANTENNA TIP HEIGHT
94'-0"
EX. T-MOBILE ANTENNA
EQUIPMENT TO BE REMOVED
(RE: 3/A2.0)
EX. ANTENNA EQUIPMENT
(BY OTHERS) TO REMAIN
(TYP.)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
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D
HY
B
R
I
D
EX. T-MOBILE EQUIPMENT
SHELTER W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. CHAIN LINK FENCE
(BY OTHERS) TO REMAIN
(TYP.)
EX. T-MOBILE ICE
BRIDGE TO REMAIN
EX. EQUIPMENT SHELTER
(BY OTHERS) TO REMAIN
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
NEW T-MOBILE 1/2" COAX CABLE
RAN UP EXTERIOR OF NEW POLE
PER MFG. SPECS. (QTY. OF (8) PER
SECTOR, TOTAL OF (24))
NEW T-MOBILE 95' TALL POLE
(DESIGN BY OTHERS)
NEW T-MOBILE ANTENNA
EQUIPMENT MOUNTED TO
NEW POLE (RE: 1/A2.0)
NEW T-MOBILE RRU'S MOUNTED TO
TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE) (RE: 1/A2.0)
2 EX. WEST ELEVATION 1 NEW WEST ELEVATION
A 02.05.25 EXHIBIT GW
B 02.20.25 FINAL EXHIBIT GW
Description:Rev:Date:By:
SHEET NUMBER:
SHEET TITLE:
DRAWN BY:CHK BY:APV BY:
PROJECT INFORMATION:
T:
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N
o
n
-
C
O
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1
N
0
3
7
7
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m
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m
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a
n
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C
D
s
.
d
w
g
P
L
O
T
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A
T
E
:
2/
2
0
/
2
0
2
5
B
Y
:
Ga
r
y
W
a
t
t
s
THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
GW CM CA
PR
E
L
I
M
I
N
A
R
Y
990 SOUTH BROADWAY, DENVER, CO 80209
SITE NAME:
A1N0510A RELO TEMP SITE
SITE ID:
A1N0510A
ALT ID:
SITE ADDRESS:
3303 LANGLEY COURT
LAKE ELMO, MN 55042
SITE COUNTY:
WASHINGTON COUNTY
4751 FOX STREET, DENVER, CO 80216
ELEVATIONS
A3.1
EX. GRADE
0'-0"
PRIOR TO CONSTRUCTION:
CONTRACTOR SHALL VERIFY THAT A STRUCTURAL AND MOUNT ANALYSIS
DEPICTING THE LOADING SHOWN HAS BEEN PERFORMED AND SHOWS A "PASS"
OR AN "ACCEPTABLE" RATING, UNDER NO CIRCUMSTANCE WHATSOEVER SHALL
THE PROPOSED EQUIPMENT BE INSTALLED WITHOUT SAID STRUCTURAL
ANALYSIS. IF SAID STRUCTURAL ANALYSIS REQUIRES THAT THE BUILDING/
TOWER/ MOUNT BE MODIFIED, SUCH MODIFICATION SHALL BE COMPLETED
PRIOR TO INSTALLATION OF THE PROPOSED EQUIPMENT.
SCALE: 1/16" = 1'-0"
16'8'0'32'
SCALE: 1/16" = 1'-0"
16'8'0'32'
T.O. EX. WATER TOWER
ELEV. = 105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
EX. T-MOBILE ANTENNA
EQUIPMENT TO BE REMOVED
(RE: 3/A2.0)
EX. ANTENNA EQUIPMENT
(BY OTHERS) TO REMAIN
(TYP.)
EX. WOODEN POLE W/ EX.
EQUIPMENT (BY OTHERS)
TO REMAIN
EX. WATER TOWER (BY
OTHERS) TO REMAIN
EX. T-MOBILE HYBRID
CABLE TO BE REMOVED
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
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D
HY
B
R
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D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
HY
B
R
I
D
EX. T-MOBILE EQUIPMENT
SHELTER W/ EX. EQUIPMENT
TO REMAIN (RE: 4/A2.0)
EX. CHAIN LINK FENCE
(BY OTHERS) TO REMAIN
(TYP.)
EX. T-MOBILE ICE
BRIDGE TO REMAIN
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
CO
A
X
NEW T-MOBILE 1/2" COAX CABLE
RAN UP EXTERIOR OF NEW POLE
PER MFG. SPECS. (QTY. OF (8) PER
SECTOR, TOTAL OF (24))
NEW T-MOBILE 95' TALL POLE
(DESIGN BY OTHERS)
NEW T-MOBILE ANTENNA
EQUIPMENT MOUNTED TO
NEW POLE (RE: 1/A2.0)
EX. T-MOBILE RAD CENTER
ELEV. = 105'-0"±
EX. GRADE
0'-0"
T.O. EX. WATER TOWER
105'-0"±
T.O. EX. WATER TOWER SAFETY RAILING
107'-6"±
NEW T-MOBILE RAD CENTER
80'-0"
NEW T-MOBILE RAD CENTER
90'-0"
NEW ANTENNA TIP HEIGHT
94'-0"
T.O. NEW POLE
95'-0"
NEW T-MOBILE RRU'S MOUNTED TO
TEMPORARY H-FRAME PER MFG.
SPECS. (QTY. OF (1) PER PIPE, TOTAL
OF (3) AT BASE) (RE: 1/A2.0)