HomeMy WebLinkAboutVERIZON FTC PARKWOOD WIRELESS TELECOMMUNICATIONS FACILITY - FDP180012 - SUBMITTAL DOCUMENTS - ROUND 3 - PLANSRF ENGINEER
SITE DIRECTIONS PROJECT DESCRIPTION
VICINITY MAP
PROJECT DATA
SHEET INDEX
NEW SITE LOCATION
GROUND ELEVATION
LATITUDE
LONGITUDE
CONSTRUCTION ENGINEER
GENERAL NOTES
APPROVALS
(RF): DATE:
(CONST.): DATE:
(RE): DATE:
LANDLORD: DATE:
1. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET
THE HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETIC
FIELD EMISSIONS AS ESTABLISHED BY THE FEDERAL
COMMUNICATIONS COMMISSION OR ANY SUCCESSOR THEREOF,
AND ANY OTHER FEDERAL OR STATE AGENCY.
2. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET
THE REGULATIONS OF THE FEDERAL COMMUNICATIONS
COMMISSION REGARDING PHYSICAL AND ELECTROMAGNETIC
INTERFERENCE.
3. LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BY
FEDERAL OR STATE AGENCIES.
4. DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL
COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
5. EXISTING PARKING IS NOT AFFECTED BY THIS PROJECT.
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PREPARED FOR:
CONSULTING FIRM
GN-1
FTC PARKWOOD
GENERAL NOTES
SOIL COMPACTION NOTES FOR SLAB ON GRADE:
1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE
UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS
REQUIRED.
2a. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION
BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE.
2b. AS AN ALTERNATIVE TO ITEM 2a. THE "UNDISTURBED SOIL" BASE SHALL BE
COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST
90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.
2c. AS AN ALTERNATIVE TO ITEMS 2a AND 2b PROOFROLL THE SUBGRADE
SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR
[SUCH AS BOMAG BPR 30/38] OR HAND-OPERATED SINGLE DRUM
VIBRATORY ROLLER [SUCH AS BOMAG BW 55E]. ANY SOFT AREAS THAT ARE
ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED
GRANULAR FILL, AND COMPACTED AS STATED ABOVE.
3. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6"
MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE
COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%
PASSING 1" SIEVE.
COMPACTION EQUIPMENT:
HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR
JUMPING JACK COMPACTOR.
S/G
S/N
SYMBOLS
M
AGL ABOVE GRADE LEVEL
BTS BASE TRANSCEIVER STATION
(E) EXISTING
NEW NEW
MIN MINIMUM
N.T.S. NOT TO SCALE
REF REFERENCE
RF RADIO FREQUENCY
TYP TYPICAL
REQ REQUIRED
EGR EQUIPMENT GROUND RING
AWG AMERICAN WIRE GAUGE
CRGB MASTER GROUND BAR
[MASTER GROUND BAR]
EG EQUIPMENT GROUND
BCW BARE COPPER WIRE
SIAD SMART INTEGRATED ACCESS DEVICE
GEN GENERATOR
IGR INTERIOR GROUND RING [HALO]
RBS RADIO BASE STATION
SOLID GROUND BUS BAR
SOLID NEUTRAL BUS BAR
SUPPLEMENTAL GROUND BAR
2-POLE THERMAL-MAGNETIC
CIRCUIT BREAKER
SINGLE-POLE THERMAL-MAGNETIC
CIRCUIT BREAKER
CHEMICAL GROUND ROD
GROUND ROD
PREPARED FOR:
CONSULTING FIRM
GN-2
FTC PARKWOOD
TREE PROTECTION
NOTES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
CITY OF FORT COLLINS TREE PROTECTION NOTES:
Tree Diameter at Breast Height (inches) Auger Distance From Face of Tree (feet)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
Over 19 15
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT
AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN
AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR
REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,
THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH
UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE
CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING
AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT
HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
= 4893.48
= 4892.08
BLDG= 4905.16
BLDG= 4904.48
BLDG= 4904.28
FV
S
EP=
4895.74
EP= 4896.90
TOE= 4895.34
TOP= 4896.70
TOE= 4895.32
EDR=
4895.20
EDR1=
4894.92
CONC=
4895.61
FV
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GM
WV
WV
FO
FO
FO FO
FO FO
FO FO
EV
APN: 8720106001 APN: 8720105013
APN: 8720105011
APN: 8720105012
(E) 32.5'
BUILDING
(E) 10.5' BLDG.
D/W
(E) OVERHANG
(E) 11.5'
SHEDS
D/W
(E) BUILDING
(E) GATE
(E) 6' WROUGHT
IRON FENCE (E) 9' CHAIN
LINK FENCE
(E) 8' CHAIN
LINK FENCE
OLD LOT
LINE
D/W
REBAR
(E) 6' WROUGHT
IRON FENCE
REBAR
REBAR
REBAR
REBAR
REBAR
X
ROW
ROW
UG UG UG
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2
TX/RX1
F F F F F F TX MON2 MON1
F
TX/RX2
TX/RX1
TX MON2
TX MON1
UG
L-1
LANDSCAPE PLAN
11"x17" SCALE: 3/64" = 1'-0"
24"x36" SCALE: 7/64" = 1'-0"
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
GENERAL LANDSCAPE NOTES:
RESPONSIBILITY OF MAINTENANCE
MAINTENANCE OF ALL PLANTINGS AND IRRIGATION, SHALL BE THE RESPONSIBILITY OF THE EXISTING
LANDLORD.
CONSTRUCTION NOTES:
1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL REVIEW THE
PROJECT IN THE FIELD WITH THE OWNER'S REPRESENTATIVE.
2. THOUGH THE LANDSCAPE CONTRACTOR MAY NOTIFY THE OWNER'S REPRESENTATIVE IF
DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE SITE, FINAL CLARIFICATION SHALL BE
BY THE CITY. THE APPROVED SITE DEVELOPMENT PLAN IS THE CONTROLLING DOCUMENT.
3. ALL PLANTING AREAS ARE TO HAVE WEEDS AND COMPETITIVE VEGETATION REMOVED PRIOR TO
PREPARATION FOR PLANTING.
4. ALL EXISTING PLANT MATERIALS SHALL BE PROTECTED DURING CONSTRUCTION. DAMAGED
MATERIALS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
5. PLANT QUANTITIES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY, PLANS SHALL TAKE
PRECEDENCE.
6. ANY PLANT SUBSTITUTIONS MUST BE APPROVED BY THE CITY. SUBSTITUTIONS ARE NOT
PERMITTED UNLESS AUTHORIZED. THE APPROVED SITE DEVELOPMENT PLAN IS THE
CONTROLLING DOCUMENT.
FV
FV
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X X
X X
X
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X
X X
X
X
X
X X X X
X
X X
X X X X
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
UG UG
UG UG UG UG UG
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
TX MON2
TX MON1
UG
UG UG
UG
UG
F
F F F F F F F
F F F F
UG
UG
UG
UG
UG
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AZIMUTH
240
°
AZIMUTH
0
°
(2) NEW VERIZON
OVP MOUNTED ON
ANTENNA MOUNT
NEW VERIZON
REMOTE RADIO
HEAD, STACKED, (4)
PER SECTOR FOR (3)
SECTORS
NEW VERIZON SECTOR
FRAME W/ (4) ANTENNA
PIPE MOUNTS
NEW VERIZON PANEL
ANTENNAS (4) PER
SECTOR FOR (3)
SECTORS
*NOTE:
· ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE
NORTH, UNLESS NOTED OTHERWISE
· IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO VERIFY AZIMUTHS DEPICTED HEREIN WITH RF
DEPARTMENT PRIOR TO INSTALLING ANTENNAS
ANTENNA PLAN 2 A-2
FTC PARKWOOD
ENLARGED SITE PLAN
AND ANTENNA PLAN
NEW 65'-0"
TALL
CO-LOCATABLE
MONOPINE
C
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UG UG UG UG UG
UG
UG UG
UG
UG UG
UG
UG
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UG UG
A-3
DIMENSION CONTROL
PLAN
11"x17" SCALE: 1/4" = 1'-0"
24"x36" SCALE: 1/2" = 1'-0"
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
DIMENSION CONTROL PLAN 1
16'-5"± CL OF NEW TREE 35'-0" LEASE AREA
4'-6"
9"
14'-6"
2'-3" 5'-3" - CL OF TOWER 5'-9" - CL OF TOWER
11'-0" CANOPY
6'-8" 3'-8"
4'-8"
1'-9"
9'-7" CANOPY
15'-0" LEASE AREA
9'-0"± CL OF NEW TREE 1'-7" 12'-0" ACCESS GATES 21'-5"
18'-1" ± CL OF NEW TREE
1'-10" 13'-2"± CL OF NEW TREE
2'-3" 11'-0" CONCRETE PAD 1'-9"
7'-5" - CL OF TOWER
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HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX
HFLX HFLX HFLX HFLX HFLX
HFLX HFLX
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 0.020831
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0" A-4
FTC PARKWOOD
ELEVATIONS
EXISTING GRADE
0'-0" A.G.L. -- 4893'-0" NAVD88
NEW VERIZON CABINETS
MOUNTED TO NEW STEEL PLINTH
(2) NEW VERIZON OVP
MOUNTED ON
ANTENNA MOUNT
NEW VERIZON
REMOTE RADIO HEAD,
(4) PER SECTOR FOR
(3) SECTORS
NEW VERIZON
SECTOR FRAME W/(4)
ANTENNA PIPE
MOUNTS
NEW VERIZON
ANTENNAS (4) PER
SECTOR FOR (3)
SECTORS
2
A-5
3
A-6
3
A-5
4
A-6
2
A-6
2
A-2
4
A-5
6
A-5
NEW SOUTH ELEVATION 1 NEW EAST ELEVATION 2
NEW 65'-0" TALL
CO-LOCATABLE MONOPINE
*MONOPINE NOTE:
· ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK
TO MATCH COLOR OF MONOPINE
· FAUX BARK TO BE INSTALLED THROUGHOUT
ENTIRE TOWER HEIGHT
*MONOPINE NOTE:
· ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK
TO MATCH COLOR OF MONOPINE
· FAUX BARK TO BE INSTALLED THROUGHOUT
ENTIRE TOWER HEIGHT
(2) NEW VERIZON
HYBRID CABLE(S)
ROUTED ALONG
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
DANGER
VERIZON WIRELESS
ONLY
BATTERIES
0
2
NOTE:
ALL FACILITY PLAQUES TO BE
MOUNTED AT 5'-0" A.F.F.
CORROSIVE LIQUIDS (ELECTROLYTE)
ENERGIZED ELECTRICAL CIRCUITS
NO SMOKING
2
0 0
NFPA 704 PLAQUE
INFORMATION
This is a Verizon Wireless
Antenna Site
Site ID:
For Information call:
800-264-6620
RED DIAMOND
BLUE DIAMOND
YELLOW DIAMOND
WHITE DIAMOND
BLACK BORDER LINES
RED DIAMOND
BLUE DIAMOND
YELLOW DIAMOND
WHITE DIAMOND
8" WIDE 4" HIGH SIGN
WITH WHITE LETTERS
ON RED BACKGROUND
WHITE TEXT WITH
GREEN INFILL ON
RECTANGULAR
BACKGROUND
12" WIDE X 8" HIGH SIGN
WITH BLACK LETTERS
ON WHITE
BACKGROUND
BLACK LETTERING
WHITE TEXT AND
BORDERED ELLIPSE
WITH RED INFILL ON
BLACK RECTANGULAR
BACKGROUND
7" WIDE X 10" HIGH SIGN
WITH WHITE BACKGROUND
3
SIZE & WEIGHT TABLE
RRH WIDTH DEPTH
HEIGHT W/O CABLE
MANAGEMENT
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
A-6
DETAILS
FTC PARKWOOD
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
65.8"
MOUNTING HOLE LOCATIONS
36.9"
90º OPEN 110º OPEN
43.5"
22.5"
45.2"
64.3"
31.3"
30.0"
11.6" 31.5"
24.25" 6.9"
FRONT INTERNAL
MOUNTING HOLES
24.4"
REAR INTERNAL
MOUNTING HOLES
4.2"
TOP VIEW TOP VIEW
DOOR CLEARANCES
Cabinet Dimensions and Door Clearances (90º and 110º Open)
Top View
90º
Top View
110º
72.0"
Front Front
30.0"
39.3"
NOTE:
CABINETS TO BE INSTALLED
TO MAINTAIN A SEPARATION
A-7
DETAILS
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A-8
DETAILS
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
[N] H-FRAME
MIN. 3
4"Ø CONDUIT
PIPE CLAMP
J-BOX
[N] LIGHT FIXTURE
HUBBELL [QUARZLITER
QL-500] OR EQUAL
PLUMBING DIAGRAM 4 TECH LIGHTING 5 NOT USED 7
NOTES:
1. HIGH VOLTAGE STUB-UP AREA INCLUDES THE AC
LOAD LEAD CONNECTION TO THE MAIN LINE
CIRCUIT BREAKER (MLCB), THE NEUTRAL
CONNECTION, AND AUXILIARY 120/240
CONNECTION.
2. CONNECTION POINTS FOR CONTROL WIRES.
BOTTOM OF LOW VOLTAGE CUSTOMER
CONNECTION BOX HAS KNOCKOUTS FOR 1
2" AND
3
4" CONDUIT FITTINGS.
11"
OPEN AREA
FOR STUB-UP
RECOMMENDED ELECTRICAL STUB-UPS
(SEE DETAILED VIEW BELOW)
HIGH VOLTAGE STUB-UP AREA
DESCRIPTION INSIDE
AREA
1. AC LOAD LEAD CONDUIT AREA
2. 120/240 VAC FROM UTILITY FOR OPTIONAL
LOADS SUCH AS GFCI OUTLET, BLOCK HEATER,
BATTERY CHARGER, AND OTHER 120/240 VAC
OPTIONS. (GLAND PLATE INCLUDED)
LOW VOLTAGE STUB-UP AREA
1. TRANSFER SWITCH/COMMUNICATION
CONDUITS. COMMUNICATIONS AND 2-WIRE
START MUST NOT BE RUN IN CONDUIT WITH
S-1
STRUCTURAL DETAILS
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
SCALE:
CANOPY-PLATFORM DETAILS NTS 1
6
S-1
ROOF DECKING (TYP)
5
S-1
S-1
4
SLOPE
SLOPE
W8X15
W8X15
W8X15
800S162-54 STEEL STUDS @ 24" O.C.
W8X15
W8X15
HSS COLUMN
(TYP.)
SPAN
SPAN
2"
1/2 DISTANCE OF PLAN
(10' MAX.)
1/2 DISTANCE OF PLAN
℄ (10' MAX.) ℄
2"
℄
SEE PLAN
(20' MAX.)
SEE PLAN
(12' MAX.)
PLAN VIEW (ROOF)
(2) 5
8"Ø A325
BOLTS (TYP.)
(2) 5
8"Ø A325
1. SUBMITTAL OF BID INDICATES CONTRACTOR IS
COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK
TO BE PERFORMED UNDER THIS CONTRACT.
2. CONTRACTOR SHALL PERFORM ALL VERIFICATION
OBSERVATION TESTS, AND EXAMINATION WORK PRIOR
TO THE ORDERING OF THE ELECTRICAL EQUIPMENT
AND THE ACTUAL CONSTRUCTION. CONTRACTOR
SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO
THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY
EQUIPMENT AND DISCREPANCIES.
3. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO
INSTALLATION.
4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS
CLOSELY AS POSSIBLE.
5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE
PERMANENTLY TAGGED IN EACH PANELBOARD,
PULLBOX, J-B0X, SWITCH BOX, ETC., IN COMPLIANCE
WITH OCCUPATIONAL SAFETY AND HEALTH ACT
(O.S.H.A.)
6. 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.
7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN
PERFECT CONDITION WHEN INSTALLED AND SHALL BE
OF THE BEST GRADE AND OF THE SAME
MANUFACTURER THROUGHOUT FOR EACH CLASS OR
GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED
AND APPROVED BY UNDERWRITER'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 & NBFU
8. CONTRACTOR SHALL CARRY OUT HIS WORK IN
ACCORDANCE WITH ALL GOVERNING STATE, COUNTY
AND LOCAL CODES AND O.S.H.A.
9. CONTRACTOR SHALL SECURE ALL NECESSARY
BUILDING PERMITS
10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD
OF ONE (1) YEAR AFTER THE DATE OF JOB
ACCEPTANCE BY OWNER. 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
CONTRACTOR.
11. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR
ROPE.
12. PROVIDE PROJECT MANAGER WITH ONE SET OF
COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT
THE COMPLETION OF THE JOB, SHOWING ACTUAL
DIMENSIONS, ROUTINGS, AND CIRCUITS.
13. ALL BROCHURES, OPERATING MANUALS, CATALOGS,
SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO
OWNER AT JOB COMPLETION.
UG UG UG
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
TX MON2
TX MON1
F F F F F F F
F F
TX/RX2
TX/RX1
TX MON2
TX MON1
UG
UG
ELECTRIC CONDUIT FROM THE 200A
SERVICE RATED METER/DISCONNECT TO
THE INTEGRATED LOAD CENTER
NEW 2" UNDERGROUND CONDUIT FROM
THE AUTOMATIC TRANSFER SWITCH TO
THE GENERATOR. COORDINATE STUB-UP
LOCATIONS PRIOR TO DIGGING. PROVIDE
(2) EXTRA 3/4" C. FOR CONTROLS &
POWER REQUIREMENTS. (3/4" C. FROM
GENERATOR)
NEW VERIZON 200A AUTOMATIC
TRANSFER SWITCH
W/INTEGRATED LOAD CENTER
MOUNTED TO NEW UNISTRUT
NOTES:
· ONLY UTILITY NOTES SHOWN FOR CLARITY.
SEE SHEET A-2 FOR ALL SITE SPECIFIC CALL
OUTS
· SEE SHEET E-4 DETAIL 1 FOR FULL UTILITY
PLAN VIEW
· UTILITY COMPANY: FORT COLLINS POWER &
LIGHT
· UTILITY CONTACT: TYLER SIEGMOND
· UTILITY PHONE: (720) 416-2772
NEW VERIZON 200 AMP
METER/DISCONNECT MOUNTED TO
NEW UNISTRUT
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UG
UG
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UG
UG
UG
1) COPPER GROUND BAR OR APPROVED EQUAL,
1/4" x 4" X 12". HOLE CENTERS TO MATCH NEMA
DOUBLE LUG CONFIGURATION.
2) SPACERS AS REQUIRED
3) 5/8" LOCKWASHERS
4) WALL MOUNTING BRACKET
5) 5/8" -11 x 1" H.H.C.S. BOLTS
6) GROUND BAR TO BE PURCHASED FROM ROHN.
NOTES:
3
4 5
2
1
#2 AWG STRANDED,
INSULATED BONDED
TO TOWER STEEL OR
MONOPOLE
#6 AWG
TO ANTENNAS
RX0
TX0
RX1
WEATHERPROOFING KIT
(TYP.)
STANDARD GROUND KIT
(TYP.) (SEE NOTE)
ANTENNA CABLE
TO SHELTER (TYP.)
ANTENNA GROUND BAR,
SIMILAR TO K16-057.
MOUNT GROUND BAR
NEAR TOP OF
MONOPOLE, TOWER OR
WAVEGUIDE LADDER.
JUMPER REQUIRED
ONLY FOR 1 5/8"Ø COAX
OR FOR
EASE OF CONNECTION
(TYP.)
CONNECTOR
WEATHERPROOFING
KIT (TYP.) SEE NOTE 2
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND
ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA
GROUND BAR.
2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART
NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE
MANUFACTURER.)
30" MIN.
TYPICAL
GROUND ROD
(TYPICAL)
GRADE
FV
X X
X X
S
X
X
X X
X
X
X
X
X
X X
X
X
X X X X X X X X
X X X X X
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
UG UG UG
UG UG UG UG UG UG UG UG UG
T
X/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
F F F TX MON2 MON1
TX/RX2
TX/RX1
TX MON2 MON1
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
GRADE
30" MIN.
OR 6" BELOW
FROSTLINE
CADWELD
EXTERIOR GROUNG RING
#2 AWG. BCW
3
4"Ø x 8' COPPER CLAD
STEEL GROUND ROD
E-4
FTC PARKWOOD
COUNTY
2025 SHARP POINT DR., FT COLLINS, CO 80525
TUCSON, ARIZONA 85745
SITE UTILITY PLAN &
GROUNDING DETAILS
KF
SHEET NUMBER
FINISHED GRADE
30" MAX.
8" MAX. TO TOP
OF TEST LEAD
EXOTHERMIC WELD
(THERMOWELD OR
EQUIVALENT) DIRECTLY
TO TOP OF GROUND
ROD
5
8"Ø x 10' COPPER CLAD
STEEL GROUND ROD
SUBGRADE
#2 SOLID, BARE, TINNED
COPPER GROUND RING
#2 SOLID, BARE, TINNED
COPPER GROUND RING
3" x 42" DIA. PVC PIPE
CONCRETE ACCESS BOX
GROUND
30" MIN.
GRADE
GROUND ROD (TYPICAL)
#2 SOLID TINNED CU EXTERNAL
BUILDING BURIED GROUND RING
EXOTHERMICALLY
WELD TO GROUND ROD
(TYPICAL)
FTC PARKWOOD
KM
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
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11"x17" SCALE: 1/32" = 1'-0"
24"x36" SCALE: 1/16" = 1'-0"
CONTRACTOR TO
INSTALL NEW 2-1/2"
CONDUIT FROM PVRE
TRANSFORMER TO NEW
VERIZON UTILITY (BY
UTILITY) MINIMUM OF 30"
BELOW GRADE
NEW 10'-0" VERIZON
UTILITY EASEMENT
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG
NEW 15kVA
TRANSFORMER
NEW H-FRAME W/ NEW
METER/DISCONNECT
SITE UTILITY PLAN 1
EXTERIOR GROUND RING 2
GROUND TEST WELL DETAIL 3
GROUND ROD DETAIL 4
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
BURIED GROUND RING
1'-0" RADIUS BEND (MIN.) CABINET
#2 AWG SOLID
CU. BARE TINNED
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
*NOTE:
GROUND RINGS ARE NEW. CONTRACTOR
RESPONSIBLE FOR GROUNDING VERIZON
WIRELESS EQUIPMENT ONLY. LANDLORD TO
LEAVE EXCESS GROUND LEADS ABOVE GRADE
FOR USE BY VERIZON CONTRACTOR. SEE 2/E-4
FOR GENERAL GROUNDING NOTES
MECHANICAL CONNECTIONS WILL BE USED ON
NEW EQUIPMENT, CADWELD CONNECTION WILL
BE USED ON GROUND RING, TEST WELL, AND
GROUND RODS.
1. ALL GROUNDING LEADS INSTALLED TO ENSURE A SMOOTH PATH TO COUNTERPOISE WITHOUT
KINKS OR SHARP BENDS OR RETURN UPWARDS.
2. CONTRACTOR WILL UTILIZE THE "FALL OF POTENTIAL MEASUREMENT METHOD" PER NETA
STANDARDS, UTILIZING THE AEMC-4500 MEASURING DEVICE OR APPROVED VERIZON EQUAL. ALL
GROUND TESTING TO BE PERFORMED BEFORE CONNECTING TO POWER UTILITY GROUND AND
PRIOR TO ANY BACKFILL OF GROUNDING TRENCHES. ELECTRICAL CONTRACTOR WILL PROVIDE A
MINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE. CONTRACTOR
WILL INSTALL THE MINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE,
CONTRACTOR WILL INSTALL THE MINIMUM NUMBER OF GROUND RODS INDICATED, SEE
GROUNDING PLAN FOR APPROX. LOCATIONS. CONTRACTOR WILL INSTALL ADDITIONAL
GROUNDING AS REQUIRED TO ACHIEVE 5 OHMS OR LESS TO GROUND.
3. IT IS THE INTENT THAT AT NO TIME ARE THE GROUND LEADS TO BE INSTALLED BELOW THE
SURFACE OF THOSE ARES DESIGNATED FOR FUTURE DISASSOCIATED PADS OR SHELTERS.
4. THE CONTRACTOR WILL DOCUMENT MEGGER TEST RESULTS, REDLINE THE DRAWINGS FOR THE
LOCATION OF ALL UNDERGROUND GROUNDING COMPONENTS AND PHOTOGRAPH WITH A DIGITAL
CAMERA THE ENTIRE NEWLY INSTALLED GROUNDING SYSTEM PRIOR TO BACKFILL OF ANY OPEN
TRENCHES.
5. ANY EXCEPTIONS TO THIS BASIC GROUNDING DESIGN GUIDELINE, ROUTING DESIGN, OR
MODIFICATIONS, WILL BE DOCUMENTED AND DIMENSIONED BY THE WAY OF RED LINE DRAWINGS.
IT THE RESPONSIBILITY OF THE SELECTED CONTRACTOR TO ENSURE THE NEWLY INSTALLED
GROUNDING SYSTEM MEETS THE VERIZON WIRELESS STANDARDS OF 5 OHMS OR LESS.
E-3
FTC PARKWOOD
GROUNDING PLAN
C.O. = CONDUIT ONLY
EMT. = ELEC. METALLIC TUBING (THIN WALL)
PVC. = SCHEDULE 40 PLASTIC CONDUIT
GRC. = GALVANIZED RIGID CONDUIT
FIXT. = FIXTURE
MTD. = MOUNTED
W.A. = WEATHERPROOF
U.O.N. = UNLESS OTHERWISE NOTED
G. OR GRD.= GROUND
N. OR NEUT.= NEUTRAL
A. OR AMP. = AMPERE
KW. = KILOWATTS
W. = WATTS
LV. = LOW VOLTAGE
~ = PHASE
DEF = DUAL ELEMENT FUSES
DIA = DIAMETER
H.P. OR HP = HORSEPOWER
XFMR = TRANSFORMER
C.A. = CIRCUIT BREAKER
CKT. = CIRCUIT
SW. = SWITCH
MTS = MANUAL TRANSFORMER SWITCH
F.A. = FIRE ALARM
RECPT. = RECEPTACLE
E.C. = ELECTRIC CONTRACTOR
G.C. = GENERAL CONTRACTOR
1P, 2P, & 3P= SINGLE POLE, TWO , & THREE POLE
EGB = EQUIPMENT GROUND BUS
MGB = MAIN GROUND BUS
AFC = AVAILABLE FAULT CURRENT
CLF = CURRENT LIMITING FUSE
AWG = AMERICAN WIRE GAUGE
BCW = BARE COPPER WIRE
GPS = GLOBAL POSITIONING SYSTEM
PCS = PERSONAL COMMUNICATION SERVICE
PPC = POWER PROTECTION CABINET
RWY = RACEWAY
TYP. = TYPICAL
RGS = RIGID GALVANIZED STEEL
EMT = ELECTRICAL METALLIC TUBING
DWG = DRAWING
IGR = INTERIOR GROUND RING (HALO)
CCA = ANTENNA CABLE COVER ASSEMBLY
BTS = BASE TRANSMISSION SYSTEM
GEN = GENERATOR
GR = GROWTH
BSCW = BARE STRANDED COPPER WIRE
ISCW = INSULATED STRANDED COPPER WIRE
SCALE:
NTS
(4) ANTENNA SECTOR (TYP.)
ANTENNA
MOUNTING PIPE
ANTENNA
MOUNTING PIPE
#6
THWN
GREEN
INSULATED
(TYP)
ANTENNA
MOUNTING PIPE
ANTENNA
MOUNTING PIPE
EQUIPMENT
GROUND
RING
COMPOUND
GROUND
RING
RRH
RRH
OVP
SECTOR AGB
#2 AWG SOLID BTCW
HYBRIFLEX & COAX GROUND KIT
#6 THWN GREEN INSULATED
CGB AT TOP OF
TOWER/POLE
#2 AWG SOLID BTCW
HYBRIFLEX & COAX GROUND KIT
#6 THWN GREEN INSULATED
HYBRIFLEX & COAX GROUND KIT
#6 THWN GREEN INSULATED
#2 AWG SOLID BTCW
GROUND BAR AT BASE
OF TOWER/POLE
TOWER
GROUND
RING
#2 AWG SOLID BTCW
(MGB) AT EQUIPMENT
PAD
TOWER
GROUND
RING
TOWER
GROUND
RING
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0"
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
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RADIO
CABINET
POWER
CABINET
ABBREVIATIONS 1 GROUNDING NOTES 2 ANTENNA GROUND BAR DETAIL 3
GROUNDING PLAN 4
CABINET GROUND DETAIL 5
COPPER GROUND BAR DETAIL 6 GROUNDING SCHEMATIC 7
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
METER ISOLATED
GROUND ROD -
±10'-0" AWAY
FROM METER
#2 SOLID TINNED BARE COPPER WIRE
FROM EQUIPMENT GROUND RING TO
GENERATOR, TYPICAL OF 2 PLACES EA.
(SEE *NOTE BELOW) REFER TO DETAIL 5/E-3
CAD WELD CONNECTION,
TYPICAL
MASTER GROUND
BAR
TEST WELL
LOWER TOWER
GROUND BAR
5/8"X10'-0" COPPER CLAD
GROUND ROD PLACED
MINIMUM EVERY 10'-0" (TYP.)
TEST WELL
NEW MONOPOLE
#2 SOLID TINNED BARE COPPER WIRE
FROM EQUIPMENT GROUND RING TO
CABINETS, TYPICAL OF 2 PLACES EA. (SEE
*NOTE BELOW) REFER TO DETAIL 5/E-3
5/8"X10'-0" COPPER CLAD GROUND ROD
PLACED MINIMUM EVERY 10'-0" (TYP.)
#2 TCBW EQUIPMENT GROUND RING, 30"
BELOW GRADE OR 6" BELOW FROST LINE,
WHICHEVER IS DEEPER
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
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E-2
FTC PARKWOOD
POWER PLAN
ELECTRICAL SYMBOLS
TEST WELL/GROUND ROD
GROUND ROD - 5/8" x 10' COPPER CLAD
CADWELD CONNECTION
MECHANICAL CONNECTION
GROUNDING WIRE
GROUND BAR
SURGE SUPPRESSOR GROUND BAR
FUSED DISCONNECT SWITCH
METER AND MAIN BREAKER
MANUAL XFR SWITCH AND GEN. RECPT.
GPS ANTENNA
TELCO BOARD
ELECTRICAL POWER
T-1 LINE
SURFACE MOUNTED PANEL BOARD
M
X
G
TMB
E E E E E E
T T T T T T
1-LINE DIAGRAM
CIRCUIT BREAKER, FIXED MOUNTED.
CIRCUIT BREAKER, DRAWOUT MOUNTING.
FUSIBLE SWITCH. SIZE AS INDICATED ON
DRAWINGS.
DISTRIBUTION TRANSFORMER
CURRENT TRANSFORMER
METERING DEVICE
PANELBOARD, MAIN LUG ONLY
PANELBOARD, MAIN CIRCUIT BREAKER
TRANSFER SWITCH - MANUAL OR AUTOMATIC
M
WIRE & CONDUIT
CONDUIT CONCEALED IN WALLS OR ABOVE CEILING
W/ 2 #12,
#12 GND, 3/4" C., UNLESS NOTED OTHERWISE.
CONDUIT ROUTED UNDER FLOOR OR BELOW GRADE
W/ 2 #12,
#12 GRD, 3/4" C., UNLESS NOTED OTHERWISE.
CONDUIT TURNING UP
CONDUIT TURNING DOWN
INDICATES A PHASE CONDUCTOR
INDICATES A GROUNDED (NEUTRAL) CONDUCTOR
INDICATES AN EQUIPMENT GROUNDING CONDUCTOR
INDICATES AN ISOLATED GROUND CONDUCTOR
(SAME SIZE AS EQUIPMENT GROUNDING
CONDUCTOR)
GROUND LEAD COILED ABOVE SLAB
UG UG UG UG UG UG
11"x17" SCALE: 3/32" = 1'-0"
24"x36" SCALE: 3/16" = 1'-0"
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
ASSUMED MAXIMUM AVAILABLE FAULT
CURRENT 22,000A SYMMETRICAL. VERIFY
WITH THE SERVING UTILITY PRIOR TO
ORDERING DISTRIBUTION EQUIPMENT. ALL
DISTRIBUTION EQUIPMENT SHALL BE LISTED
FOR USE AT 22KAIC MINIMUM.
THE AUTOMATIC TRANSFER SWITCH SHALL BE
A GENERAC ILC SERIES UNIT WITH DUAL TVSS,
NEMA 3R, 30K/10K SERIES RATED.
125/2
PANEL "B" 125/2
200/3, 200A, LPJ
200 A., 120/240 V., 1Ø.
3-POLE AUTOMATIC
TRANSFER SWITCH
WITH INTEGRATED LOAD
CENTER, PANEL 'A' 200/2
(3)#4/0 XHHW-2 CU.,
(1) #2 CU. E.G.C.,
(2) 2-1/2" CONDUITS
(3)#1/0 XHHW-2 CU.,
(1) #2 CU. E.G.C.,
1-1/4" CONDUIT
METER - 120/240V, 1Ø, 3W
200AMPS 22 KAIC SERVICE FULLY
RATED (INSTALLED BY UTILITY)
150/2
NEW GENERATOR
2" CONDUIT
3-3/0 IN 2-1/2" CONDUIT
NEW GENERATOR
BLOCK HEATER
NEW GENERATOR
BATT. CHARGER
NEW (2) #3/0 CU, # 2 CU GND, 2.5" C.
EXISTING 167KVA
TRANSFORMER 120V/240V, 1Ø,
3W SECONDARY OUTPUT
GROUND
# 1/0 CU
MEB,MBJ
G
#1/0 CU
#1/0 CU
200/2P
8'x3/4" CU CLAD
GROUND RODS
MIN. 6' APART
RING
N
22,000A RMS
AVAILABLE
FAULT
CURRENT
NEW 15KVA TRANSFORMER
120V/240V, 1Ø, 3W
SECONDARY OUTPUT
NEW (2) #3/0 CU, # 2 CU GND, 2.5" C.
PANEL B 125 AMP 120/240V, 1Ø, 3W MAIN 125/2
NEMA
3R PED. MTG
LOCATION COMMSCOPE
PEDESTAL TYPE P.O.
BREAKER RATING
22K/10K
USE/AREA
SERVED CB No
Load No CB
USE/AREA
L1 L2 SERVED
RECTIFIERS 1 & 2
40 1 1452
1
180 2 GFCI #1
2
3 1452 GFCI #2
180 4
RECTIFIERS 3 & 4
40 5 1452 40
1452 6 RECTIFIERS 5 & 6
2
7 1452
1452 8 2
AIR
CONDITIONER
20 9 900 40
1452 10 RECTIFIERS 7 & 8
2
11 900
1452 12 2
TOTAL (CONNECTED) 6888 6888
25% CONTINUOUS * 1677 1677
- -
TOTAL (CODE) 8565 8565 8565 VA / 120 V = 71.4 A
PANEL 'B' LOADS ARE BASED ON INFORMATION PROVIDED BY COMMSCOPE.
20
20
1
PANEL A 200 AMP 120/240V, 1Ø, 3W MAIN 200/2
NEMA
3R SURF. MTG
LOCATION AT SERVICE TYPE P.O. BREAKER RATING 25K/10K
USE/AREA SERVED CB No
Load
No CB USE/AREA SERVED
L1 L2
PANEL 'B'
125 1 8565
SPACE
- 2
2
3 8565
SPACE
- 4
GEN. BLOCK HEATER
20 5 1500
SPACE
- 6
GEN. BATTERY CHARGER
20 7 600
SPACE
- 8
SPACE
9 -
SPACE
- 10
SPACE
11 -
SPACE
- 12
SPACE
13 -
SPACE
- 14
SPACE
15 -
SPACE
- 16
SPACE
17 -
SPACE
- 18
SPACE
19 -
SPACE
- 20
SPACE
21 -
SPACE
- 22
SPACE
23 -
SPACE
- 24
TOTAL (CONNECTED) 10065 9165
25% CONTINUOUS * 0 0
- -
TOTAL (CODE) 10065 9165 10065 VA / 120 V = 83.9 A
1
1
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
E
E E E
NEW 1 1/4" UNDERGROUND CONDUIT
FROM THE INTEGRATED LOAD CENTER
TO THE POWER CABINET. COORDINATE
STUB-UP LOCATIONS PRIOR TO DIGGING.
PROVIDE (2) EXTRA 3/4" C. FOR
CONTROLS & POWER REQUIREMENTS.
(3/4" C. FROM PANEL A)
(3) NEW #4/0 AWG AND (1) #2 AWG FOR
GROUND IN NEW 2" CONDUIT FROM NEW
200A ELECTRICAL METER TO NEW VERIZON
200A INTEGRATED LOAD CENTER
INSTALL 2" NIPPLE AS NEEDED
BETWEEN CABINETS
ONE-LINE DIAGRAM 1 PANEL SCHEDULES 2
ELECTRICAL SYMBOLS 3 POWER PLAN 4
E
NEW 2 1/2"Ø CONDUIT ROUTED
BELOW GRADE FROM NEW
TRANSFORMER (INSTALLED BY
UTILITY) TO NEW VERIZON UTILITY
METER (BY UTILITY)
NEW VERIZON LIGHT, TYP. (2 PLACES)
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
14. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS
WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING
FIXTURE.
15. ALL CONDUCTORS SHALL BE COPPER.
16. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL
EQUIPMENT SHALL HAVE AN INTERRUPTING RATING
NOT LESS THE MAXIMUM SHORT CIRCUIT CURRENT TO
WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF
10,000 A.I.C.
17. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE
GROUNDED AS REQUIRED BY ALL APPLICABLE CODES
AND DRAWINGS.
18. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN
DAMAGED IN THE COURSE OF THE ELECTRICAL WORK.
19. 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/OR REINFORCING
STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED
UNDER ANY CIRCUMSTANCES.
20. LOCATION OF TENDONS AND/OR REINFORCING STEEL
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 AND/OR
STEEL TENDONS.
21. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE
STOPPED IN ACCORDANCE WITH IBC SECTION 714.
22. RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT A.C.,
WHITE AS REQUIRED BY THE ARCHITECT OR
APPROVED EQUAL.
23. WALL SWITCHES SHALL BE SINGLE-POLE, HUBBELL
#1201 OR EQUIVALENT, WHITE AS REQUIRED BY THE
ARCHITECT.
24. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES,
TELEPHONE AND BLANKED OUTLETS, SHALL HAVE
ENGRAVED LETTERING WHERE INDICATED ON THE
DRAWINGS. WEATHERPROOF RECEPTACLES SHALL
HAVE RACO #800, 1/2" RAISED WORK COVERS.
25. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12
AWG MINIMUM, NO BX OR ROMEX CABLE IS PERMITTED
UNLESS SPECIFICALLY NOTED OTHERWISE ON
DRAWINGS.
26. GROUNDING CONDUCTORS SHALL BE SOLID TINNED
COPPER AND ANNEALED #2.
27. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8"
ROUND AND 10' LONG. COPPERWELD OR APPROVED
EQUAL.
28. METER SOCKET AMPERES, VOLTAGE, NUMBER OF
PHASES SHALL BE AS NOTED ON THE DRAWINGS.
MANUFACTURED BY SQUARE D COMPANY OR
APPROVED EQUAL.
29. ALL MATERIALS SHALL BE U.L. LISTED.
30. CONDUIT:
a. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED
ZINC COATED WITH ZINC INTERIOR AND SHALL BE
USED WHEN INSTALLED IN OR UNDER CONCRETE
SLABS, IN CONTACT WITH THE EARTH, UNDER
PUBLIC ROADWAYS, IN MASONRY WALLS OR
EXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN
CONTACT WITH EARTH SHALL BE 1/2 LAPPED
WRAPPED WITH HUNTS WRAP PROCESS NO. 3.
b. ELECTRICAL METALLIC TUBING SHALL HAVE U.L.
LABEL, FITTINGS SHALL BE GLAND RING
COMPRESSION TYPE. EMT SHALL BE USED ONLY
FOR INTERIOR RUNS.
c. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L.
LISTED LABEL AND MAY BE USED WHERE PERMITTED
BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE"
TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT
IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE
FULL SIZE GROUND WIRE.
d. ALL UNDERGROUND CONDUIT SHALL BE PVC
SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A
MINIMUM DEPTH OF 24" BELOW GRADE.
31. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH
PERMANENT ENGRAVED PLASTIC LABELS.
32. UPON COMPLETION OF WORK, CONDUCT CONTINUITY,
SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING
TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO
PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS
RESULTING FROM WORK AND LEAVE WORK IN A
COMPLETE AND UNDAMAGED CONDITION.
33. CONTRACTOR TO COORDINATE WITH UTILITY
COMPANY FOR CONNECTION OF TEMPORARY AND
PERMANENT POWER TO THE SITE. THE TEMPORARY
POWER AND ALL HOOKUP COSTS TO BE PAID BY
CONTRACTOR.
ELECTRICAL SPECIFICATIONS
E-1
FTC PARKWOOD
SPECIFICATIONS &
NOTES
1. THE ELECTRICAL INSTALLATION WORK SHALL COMPLY
WITH ALL LOCAL, STATE AND NATIONAL CODES, LAWS
AND ORDINANCES APPLICABLE TO ELECTRICAL WORK.
2. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND
VERIFY EXISTING CONDITIONS BEFORE BIDDING AND
SHALL INCLUDE IN HIS BID THE NECESSARY COSTS TO
CONSTRUCT THIS PROJECT IN ACCORDANCE WITH
INTENT OF THE ELECTRICAL DRAWINGS,
SPECIFICATIONS, AND ALL APPLICABLE CODES.
3. ALL MATERIAL AND EQUIPMENT FURNISHED AND
INSTALLED UNDER THIS CONTRACT SHALL BE NEW,
FREE FROM DEFECTS AND SHALL BE GUARANTEED
FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE.
SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD
DUE TO FAULTY WORKMANSHIP, MATERIAL OR
EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL
NECESSARY MATERIAL AND LABOR TO CORRECT THE
TROUBLE WITHOUT COST TO THE OWNER.
4. ALL WORK TO BE EXECUTED IN WORKMANLIKE
MANNER AND SHALL PRESENT A NEAT MECHANICAL
APPEARANCE WHEN COMPLETED.
5. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL
BE LISTED BY UNDERWRITER'S LABORATORIES.
6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL CUTTING AND PATCHING RELATED TO
ELECTRICAL WORK, UNLESS NOTED OTHERWISE AND
COORDINATED WITH THE GENERAL CONTRACTOR.
7. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL
WORK WITH CIVIL AND ARCHITECTURAL PLANS. THE
REQUIREMENTS OF ALL EQUIPMENT ACTUALLY BEING
INSTALLED SHALL BE VERIFIED PRIOR TO INSTALLING
THE ELECTRICAL WORK.
8. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE
COPPER TYPE "THWN" #12, & #10 SOLID, #8 AND
LARGER STRANDED.
9. ON COMPLETION OF THE WORK, THE INSTALLATION
SHALL BE FREE FROM GROUNDS AND SHORT
CIRCUITS.
10. ELECTRICAL CONTRACTOR SHALL FURNISH AS-BUILT
DRAWINGS TO THE ARCHITECT AND CUSTOMER UPON
COMPLETION OF THE JOB.
11. ELECTRICAL WORK SHALL INCLUDE ALL LABOR,
MATERIALS AND EQUIPMENT REQUIRED, INCLUDING
BUT NOT LIMITED, TO COMPLETE ELECTRICAL
SYSTEMS POWER AND LIGHTING, TELEPHONE
CONDUIT SYSTEM, SIGNAL SYSTEMS, PANEL
BOARD(S), CONTROL WIRING, GROUNDING, CONDUIT
ONLY SYSTEMS, ETC., AS INDICATED ON ELECTRICAL
DRAWINGS AND/OR REQUIRED BY GOVERNING CODES.
12. RACEWAYS SHALL BE: RIGID STEEL CONDUIT: HOT -
DIP GALVANIZED HEAVY WALL AS MANUFACTURED BY
REPUBLIC, TRIANGLE OR EQUAL, RIGID POLYVINYL
CHLORIDE CONDUIT (PVC); HEAVY WALLS SCHEDULE
40 AS MANUFACTURED BY CARLON ELECTRICAL,
VISQEEN OR EQUAL. ELECTRICAL METALLIC TUBING
(EMT): ZINC-COATED THIN WALL AS MANUFACTURED
BY TRIANGLE, REPUBLIC OR EQUAL.
13. FUSE TYPE SHALL BE BUSSMANN OR EQUAL FUSE.
14. PROVIDE ENGRAVED PLASTIC LABELS TO IDENTIFY ALL
PANEL BOARDS, XFMRS., DISTRIBUTION PANELS,
DISCONNECT SWITCHES, AND TRANSFER
SWITCHES. LABELS SHALL READ IN THIS FASHION "A"
208Y/120V 3~, 4W, 225A, CKT. BKR OR FUSES TYPE AND
SIZES.
15. E.C. SHALL VERIFY AND TEST GROUND TO SOURCE TO
A MAXIMUM OF 5 OHMS. IF THE GROUND TEST DOES
NOT ACHIEVE THE 5 OHMS OR LESS, E.C. SHALL BE
RESPONSIBLE FOR PROVIDING THE NECESSARY
CONDUCTORS AND GROUND RODS TO ACHIEVE 5
OHMS MAXIMUM.
16. BEFORE SUBMITTING BID, VERIFY EXISTING SITE
CONDITIONS, ELECTRICAL SERVICE REQUIREMENTS
AND THE EXACT SERVING UTILITY POINTS OF
CONNECTION.
17. THE ELECTRICAL CONTRACTOR (E.C.) SHALL FURNISH
AND PAY FOR ALL PERMITS AND RELATED FEES.
18. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL
ELECTRICAL MATERIALS, EQUIPMENT AND WORK,
SHOWN ON THESE PLANS ARE TO BE PROVIDED AND
INSTALLED BY THE ELECTRICAL CONTRACTOR.
19. E.C. SHALL FURNISH AND INSTALL ALL SWITCHES,
CONDUITS, WIRES, BOXES, LIGHT FIXTURES
(INCLUDING LAMPS), SERVICE DEVICES, RECEPTACLES,
SWITCHBOARDS AND PANEL BOARDS, ETC. REQUIRED
FOR A COMPLETE AND OPERATING ELECTRICAL
SYSTEM.
20. SEE ARCHITECTURAL DRAWINGS FOR
DIMENSIONAL/LOCATION INFORMATION RELATING TO
THE ELECTRICAL DRAWINGS.
21. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGES
AND HORSEPOWER RATINGS OF ALL MECHANICAL
EQUIPMENT.
22. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE
ELECTRICAL CONTRACTOR SHALL VERIFY EXACT
LOCATIONS AND REQUIREMENTS ON THE JOB AND BY
REFERENCE TO ARCHITECTURE, MECHANICAL AND
EQUIPMENT SUPPLIERS DRAWINGS. SHOULD THERE
BE ANY QUESTION OR PROBLEM CONCERNING THE
NECESSARY PROVISIONS TO BE MADE, PROPER
DIRECTIONS SHALL BE OBTAINED BEFORE
PROCEEDING WITH ANY WORK.
23. OUTLET AND JUNCTION BOXES SHALL BE SIZED PER
CODE FOR THE QUANTITY OF WIRES THEY CONTAIN.
SEE ARTICLE 370 OF N.E.C. PROVIDE ADDITIONAL
BOXES AND EXTENSION RINGS AS REQUIRED.
24. ELECTRICAL CONTRACTOR SHALL COMPLY WITH
CABLE BENDING RADIUS REQUIREMENTS PER CABLE
MANUFACTURERS' S SPECIFICATION.
25. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE
DIAGRAMMATIC, NOT INDICATING THE ROUTING
REQUIRED. THE CONTRACTOR SHALL ROUTE
CONDUITS AS REQUIRED BY THE CONDITIONS OF
INSTALLATION.
26. ALL EQUIPMENT PROVIDED BY THE ELECTRICAL
CONTRACTOR SHALL BE LISTED AND LABELED BY A
NATIONALLY-RECOGNIZED TESTING AGENCY,
ACCEPTABLE TO THE AUTHORITY HAVING
JURISDICTION, FOR THE CONDITIONS OF THE
INSTALLATION.
27. PLANS MAY INDICATE THE NUMBER OF PHASE
NEUTRAL, AND GROUND CONDUCTORS WHERE MORE
THAN THREE CONDUCTORS ARE TO BE INSTALLED IN A
CONDUIT(THREE OR LESS CONDUCTORS ARE NOT
SHOWN). ADDITIONAL CONDUCTORS REQUIRED FOR
CONTROL SHALL BE INCLUDED EVEN IF NOT
EXPLICITLY SHOWN.
28. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS,
CIRCUITS SHALL CONSIST OF #12 PHASE AND
GROUNDED (NEUTRAL CONDUCTORS) AND A #12 CU
GROUND IN A 3/4" CONDUIT.
29. UNLESS SPECIFICALLY NOTED OTHERWISE, THE
ELECTRICAL CONTRACTOR SHALL MAKE FINAL
CONNECTIONS TO ALL UTILIZATION EQUIPMENT
SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF
FINAL CONNECTION AND PROVIDE APPROPRIATE
WIRING METHOD.
30. PRIOR TO TRENCHING IN ANY AREA THE CONTRACTOR
SHALL CONTACT ELECTRICAL,
COMMUNICATIONS/DATA, CABLE T.V., GAS, AND WATER
UTILITY PROVIDERS (BLUE STAKE) AND HAVE ALL
UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE
CONTRACTOR SHALL OBTAIN THE SERVICES OF A
SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF
UNDERGROUND STRUCTURES TO IDENTIFY AND
OBSTACLES IN THE PATH OF TRENCHING (PRIOR TO
COMMENCING WORK). DAMAGE TO ANY
UNDERGROUND STRUCTURES SHALL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE
PROJECT.
31. UTILITY COORDINATION
a. THE CONTRACTOR SHALL SUBMIT A COMPLETE
SET OF DRAWINGS TO ELECTRICAL AND TELCO
UTILITIES WITHIN ONE WEEK OF NOTICE TO
PROCEED.
b. THE CONTRACTOR SHALL NOT TRENCH OR
INSTALL CONDUITS (ON THE UTILITY OR LOAD
SIDE) TO THE S.E.S, THE UTILITY TRANSFORMER
(PRIMARY OR SECONDARY), OR TO THE UTILITY
CONNECTION POINT BEFORE RECEIVING A FINAL
DESIGN FROM THE UTILITY.
c. THE CONTRACTOR SHALL NOT INSTALL
EQUIPMENT PADS FOR THE SES OR ANY UTILITY
EQUIPMENT (TRANSFORMERS, SWITCHING
CABINETS, ETC.) PRIOR TO RECEIPT OF FINAL
PLANS FROM THE UTILITY.
d. THE CONTRACTOR SHALL NOT BE
COMPENSATED FOR ADDITIONAL WORK
REQUIRED TO MEET THE REQUIREMENTS OF THE
UTILITY WHICH IS THE RESULT OF PROCEEDING
PRIOR TO RECEIPT OF A FINAL UTILITY DESIGN.
32. SERIES RATING NOTES:TO ENSURE THAT EACH
PROTECTIVE DEVICE WHICH IS DEPENDENT ON
ANOTHER DEVICE WILL INTERRUPT THE AVAILABLE
SHORT CIRCUIT AT THE LOCATION WHERE IT IS
INSTALLED, IT MUST MEET THE FOLLOWING
REQUIREMENTS:
a. SWITCHBOARD COMPONENTS, INCLUDING OVER
CURRENT PROTECTIVE DEVICES, SHALL BE
FULLY RATED FOR THE AVAILABLE FAULT
CURRENT SHOWN.
b. PROVIDE IDENTIFICATION AT THE ENCLOSURE OF
PANEL BOARDS WHERE BREAKERS ARE
APPLIEDIN SERIES COMBINATION, STATING:
"CAUTION - SERIES RATED SYSTEM.
_____________ AMPERES. IDENTIFIED
REPLACEMENT COMPONENTS REQUIRED."
CONTRACTOR TO FILL IN BLANK WITH AVAILABLE
FAULT CURRENT AS SHOWN ON THE SINGLE-LINE
DIAGRAM.
c. PER NEC ARTICLE 110-22 (2005), PROVIDE
IDENTIFICATION AT EACH DISCONNECTING
MEANS FEEDING DOWNSTREAM DEVICES
APPLIED IN SERIES COMBINATION, STATING:
"CAUTION - SERIES COMBINATION SYSTEM
RATED _________AMPERES. IDENTIFIED
REPLACEMENT COMPONENT REQUIRED."
CONTRACTOR TO FILL IN BLANK WITH AVAILABLE
FAULT CURRENT AS SHOWN ON THE SINGLE-LINE
DIAGRAM.
d. AIC RATING SHOWN AT PANEL BOARDS IS
MINIMUM RATING FOR OVERCURRENT
PROTECTIVE DEVICES. EACH DEVICE SHALL BE
FULLY-RATED OR SERIES RATED WITH
UPSTREAM DEVICE AT AFC AS SHOWN ON THE
SINGLE-LINE DIAGRAM.
e. NO DESIGN CHANGES MAY BE MADE TO THE
SYSTEM WITHOUT THE PRIOR APPROVAL OF THE
DESIGN ELECTRICAL ENGINEER AND THE
ELECTRICAL INSPECTOR.
f. THE TOTAL MOTOR LOAD CONNECTED BETWEEN
SERIES RATED DEVICES DOES NOT EXCEED 1%
OF THE INTERRUPTING RATING OF THE
DOWNSTREAM DEVICE.
GENERAL ELECTRICAL NOTES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
ELECTRICAL SPECIFICATIONS 1
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
BOLTS (TYP.)
W8x15 W8x15
CONNECTION
PLATE
HSS 3x3x3
16
COLUMN (TYP.)
800S162-54 STEEL
STUDS @ 24" O.C.
ROOFING (TO MATCH
EXISTING)
CONNECTION PLATE
W8x15
HSS COLUMN
(TYP.)
1
8" CLOSURE
PLATE
1
4"
1
8" CLOSURE PLATE
CONNECTION
PLATE
W8x15
HSS COLUMN (TYP.)
800S162-54 STEEL
STUDS @ 24" O.C.
ROOFING (TO MATCH
EXISTING)
1
4"
FASTEN WITH ITW
BUILDEX 10-16 X 1"
TEK SCREW OR
EQUIVALENT @ 24"
O.C. MAX SPACING
6"
PL 1
2" x 10" SQUARE W/ (4)
11
16"
HOLES ON 10" B.C.
HSS COLUMN (TYP. OF 4)
GRADE
11
2"
1
S-1
(4) 5
8" HILTI KWIK BOLT-TZ
ANCHORS W/ MIN. 3-1/2"
EMBEDMENT PER SUPPORT
STEEL STUDS @ 24" O.C.
ROOFING (TO MATCH
12 EXISTING)
1
2"
W8X15
HSS COLUMN
(TYP.)
GRADE
PER ELEVATION DRAWINGS
PER ELEVATION DRAWINGS
FRONT VIEW SIDE VIEW
W8X15
GRADE
HSS COLUMN
(TYP.)
STEEL STUDS @ 24" O.C.
ROOFING (TO MATCH
EXISTING)
NEW CONCRETE PAD
2
S-1
DETAIL 4
S-1
DETAIL 5
S-1
DETAIL 6
S-1
DETAIL 2
S-1
DETAIL 2
S-1
1
4"
TYP.
PL 1
2" x 10" SQUARE
W/ (4) 11
16" HOLES
ON 10" B.C.
HSS 3x3x3
16"
COLUMN (TYP.)
(4) 5
8" HILTI KWIK BOLT-TZ
ANCHORS W/ MIN. 3-1/2"
EMBEDMENT PER SUPPORT
NEW CONCRETE PAD
PER SITE PLAN
PER SITE PLAN
1
A-8
1
A-8
1
A-8
1
A-8
PACK VOID TIGHT BETWEEN BOTTOM
OF BASE PLATE AND TOP OF
CONCRETE PIER W/ HIGH STRENGTH
NON-SHRINK GROUT (28 DAY 8,000 PSI)
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
AC WIRING.
(SEE NOTE 2)
2'-6"
TANK STUB-UP AREA
81
1'-0 8"
3
8 4"
1
8"
411
16"
EDGE OF CONCRETE
EDGE OF CONCRETE
(FOR OPTIONAL 2ND CB)
SECONDARY HIGH VOLTAGE
STUB-UP AREA W/GLAND
PLATE (SEE NOTE 2)
LOW VOLTAGE STUB-UP
AREA ( SEE NOTE 9)
1'-0 1
2"
PRIMARY HIGH VOLTAGE
STUB-UP AREA W/GLAND
PLATE (SEE NOTE 2)
OPENING TO CB
CONNECTION BOX
(SAME FOR OTHER SIDE)
NOTE: STUB-UP DETAIL IS A
SITE SPECIFIC DETAIL -
SEE PLANS TO DETERMINE
IF
A GENERATOR PAD IS
REQUIRED
1'-5"
GENERATOR STUB-UP DETAIL 3
PULL BOX DETAIL 6
EQUIPMENT PAD SECTION
EQUIPMENT PAD 1
DESIGN APPLICABLE FOR BOTH CONCRETE PADS:
IBC 2012, ACI-318
SOILS: IBC TABLE 1806.2 - MATERIAL CLASS 5
ALLOWABLE BEARING PRESSURE, Qs = 1500PSF
DL=16,000#
CONCRETE F'c = 2500PSI
TYPE V CEMENT, W/C < 0.5
REINFORCING A615 GR 60, F'y = 60KSI
16'-0"
10'-0"
2500 PSI @ 28 DAYS
CONCRETE SLAB ON 12" OF
COMPACTED SELECT FILL
#5 BARS @ 18" O.C.E.W
TOP & BOTTOM 3" CLEAR
3" TYP.
1'-0" OF COMPACTED
SELECT FILL
E GRADE
2'-6" 1'-1"
7'-8" 11" 1'-5"
OPENING IN CONCRETE
SLAB FOR GENERATOR
STUB-UPS, TYP.
3" TYP.
1'-0" 3"
3"
TYP.
2"
TYP.
1" CHAMFER
6"
NEW 36"x24"x36"
HANDHOLE
12"
OPEN
BOTTOM
UNDISTURBED EARTH
6" COMPACT GRAVEL BASE
DUCT TERMINATED 12"
ABOVE GRAVEL BASE
NOTE:
LID TO BE TRAFFIC RATED
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
.
P
I
N
N
A
C
.
P
I
N
E
C
O
.
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
1'
LIMIT
OF
STONE
NOTE: THE SUBJECT SITE IS LEVEL
AND NO SUBSTANTIVE
GRADING IS NECESSARY
GRADE TO DRAIN
MIRAFI 600x STABILIZATION
FABRIC [OR APPROVED EQUAL] ON
COMPACTED SUBGRADE
COMPOUND
ENCLOSURE
SEE DETAIL 3
ON THIS SHEET
2"x6" PT
2"x4"x18"
PT @ 5'
O.C.
6" TH. #57
CRUSHED
STONE
NOTE:
SEPARATION DIMENSION TO BE VERIFIED
WITH LOCAL UTILITY COMPANY
REQUIREMENTS.
4" MIN TO SECONDARY ELECTRIC
12" MIN TO PRIMARY ELECTRIC
1'-6"
30"
TYP
6" MIN. (TYP.)
4"
BACKFILL (SAND OR NATIVE
SOIL) PER ASTM STANDARDS
UNDISTURBED SOIL
COMPACTED BACKFILL
WITH SATISFACTORY
NATIVE OR IMPORTED SOIL
FINISHED GRADE OR PAVING.
MATCH SLOPE AND THICKNESS
OF EXISTING CONDITIONS
UTILITY WARNING TAPE
4"Ø FIBER CONDUIT, WHERE
APPLICABLE, COORDINATE
SIZE AND TYPE WITH LOCAL
UTILITY
4"Ø POWER CONDUIT WHERE
APPLICABLE, COORDINATE IZE
AND TYPE WITH LOCAL
UTILITY
GRAVEL BED DETAIL 1
TRENCHING DETAIL 2 WOODEN FENCE DETAIL 3
PER PLAN
2"
13"
EQ"
EQ"
EQ"
2"
2"
SEE
FOUNDATION
NOTE
12" Ø
MIN.
96" MAX
2"X8" CEDAR
CAP
1"x4"CEDAR
TRIM
1"x6"x8'
CEDAR
PLANK
2"x4" CEDAR
RAIL (TYP.)
WPAO
BRACKET
(TYP.)
2"x11' SS40
PIPE
REAR ELEVATION
B
-
REAR ELEVATION @
GATE
A
-
6'-0"
2"X8" CEDAR
CAP
1"x6"x8'
CEDAR
PLANK
TRUSS ROD
11" 3"
TRUSS ROD
GATE
HINGE
GATE
HINGE
GATE LATCH
2"X8" CEDAR
CAP
2"X11' SS40
PIPE
WPAO
BRACKET
2"x4" CEDAR
RAIL
FOUNDATION NOTE:
FOUNDATION DEPTH TO BE
36" IR 12" BELOW FROST
DEPTH, MINIMUM
3" MIN.
15
8" SQUARE
FRAME - .065"
THICKNESS
SELF-TAPPING
SCREW
2"x11' SS40
PIPE
2"x11' SS40
PIPE
SELF-TAPPING
SCREW
SIMPSON STRONG
DRIVE SDWS
SCREW SPACED MIN.
24" O.C.
SIMPSON STRONG
DRIVE SDWS
SCREW SPACED MIN.
24" O.C.
#2 SOLID TIN
GROUND WIRE
(TYP.)
SECTION A SECTION B
#2 SOLID TIN
GROUND WIRE
(TYP.)
15
8" SQUARE
FRAME - .065"
THICKNESS
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
OF 12" BETWEEN CABINETS
30"
26.1"
30-Inch Wide Cabinet Mounting Footprint
4.0"
22.5"
23.0"
34.6"
7.6"
34" 41.9"
64.3"
62.9"
2" CONDUIT
KNOCKOUTS
(6) REAR
MOUNTING
HOLES (2)
FRONT
MOUNTING
HOLES (2)
Front Door
Front Door
39.0"
ANTENNA MOUNTING DETAIL 2
ANTENNA MOUNT DETAIL 4
RF CABINET DETAIL 1
POWER CABINET DETAIL 3
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NEW PANEL
ANTENNA
NEW REMOTE RADIO HEAD.
SEE SHEET 3/A-5 FOR
MOUNTING DETAILS
NEW 2.0 STD PIPE
(8'-0" LENGTH)
SUPPLIED W/MOUNT
3-SECTOR RING MOUNT
(COMMSCOPE #MC-RM1030-3
OR APPROVED EQUIVALENT)
NEW 65'-0" HIGH
MONOPINE
NEW HEAVY DUTY TUBULAR
SECTOR FRAME (COMMSCOPE
#VFA10-HD OR APPROVED
EQUIVALENT) TYP. (3) PLACES
(MODIFY/REDUCE HORIZONTAL
BRACING FROM 10'-0" TO 7'-0" AS
SHOWN)
3-SECTOR RING MOUNT
(COMMSCOPE #MC-RM1030-3
OR APPROVED EQUIVALENT)
NEW 4"Ø SCH 40 PIPE (6'-0"
MIN.)
4'-0"
7'-0"
2'-0"
TYP
NEW HEAVY DUTY TUBULAR SECTOR
FRAME (COMMSCOPE #VFA10-HD OR
APPROVED EQUIVALENT) TYP. (3) PLACES
(MODIFY/REDUCE HORIZONTAL BRACING
FROM 10'-0" TO 7'-0" AS SHOWN)
(2) 3-SECTOR RING MOUNTS
(COMMSCOPE #MC-RM1030-3
OR APPROVED EQUIVALENT)
NEW 4"Ø SCH 40 PIPE
(6'-0" MIN.)
6" TYP
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
COVER
WEIGHT W/O
BRACKET
850 2X60 RRH [255W] 11.2" 8.8" 18.5"
48 LBS. [W/O SOLAR
SHIELD]
700 2X60 RRH [550W] 12" 9" 21.6"
57.2 LBS. [W/O SOLAR
SHIELD]
PCS 2X60 RRH [580W] 12" 7.2" 21.2"
53 LBS. [W/O SOLAR
SHIELD]
AWS 2X90 RRH [750W] 11.8" 7.2" 25.8"
56.8 LBS. [W/ SOLAR
SHIELD]
NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND
CONNECTORS.
TX/RX2 TX/RX1
TX MON2 TX MON1
FRONT SOLAR
SHIELD
WIDTH
MOUNTING
REMOTE BRACKETS
RADIO HEAD
(RRH)
HEIGHT DEPTH
NEW GPS ANTENNA
STEEL MOUNTING
PIPE SUPPLIED WITH
GPS ANTENNA
MOUNTING BRACKET
SUPPLIED WITH GPS
ANTENNA
SELF TAPPING SCREW,
ENSURE LOCATION WILL NOT
DAMAGE ANY EQUIPMENT
1
2"Ø COAX CABLE
CANOPY
FRONT SIDE
BOTTOM
25.66"
10.25"
22.98"
19.18"
15.73"
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
SCALE:
NTS
A-5
FTC PARKWOOD
DETAILS
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
NOTES:
1. CONTRACTOR TO UTILIZE EXISTING ANTENNA MOUNTING PIPE UNLESS
FIELD CONDITIONS WARRANT USE OF NEW VERTICAL MOUNTING PIPE.
MANUFACTURER
SUPPLIED
POLE MOUNTING BRACKET
NEW REMOTE
RADIO HEAD
VERTICAL MOUNTING PIPE
(SEE NOTE)
GPS ANTENNA DETAIL 1
GENERATOR BOLT DOWN DETAIL 2
ANTENNA DETAIL 4
EMERGENCY PLAQUE DETAIL 5 NEW OVP DETAIL 6 ALU9442 RRH DETAIL 7
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
6'-0" 7"
1'-0"
7"
FRONT SIDE
NEW ANTENNA SPECIFICATIONS
DESCRIPTION HEIGHT WIDTH DEPTH
ANTENNA
ONLY
WEIGHT
ANTENNA
W/MOUNTING
BRACKET KIT
WEIGHT
COMMSCOPE
SBJAHH-1D65B-DL 6'-0" 1'-0" 0'-7" 47.2 LBS. 60 LBS.
TOP
GENERATOR
1/2"Ø A36 ALL
THREADED ROD (TYP.)
LOCK WASHER
SQUARE WASHER
EPOXY SET 1/2" THREADED ROD
3" INTO CONCRETE SLAB
RRH MOUNTING DETAIL 3
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
INTERIOR OF NEW
MONOPINE
7
A-5
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NEW VERIZON GPS ANTENNA
1
A-5
NEW 30KW VERIZON DIESEL
GENERATOR ON NEW CONCRETE
SLAB
NEW 10'-0" TALL VERIZON CANOPY
PAINTED DESERT TAN OR
EQUIVALENT
NEW VERIZON
FIBER JUNCTION
BOX ON NEW
H-FRAME
NEW VERIZON 200A
OUTDOOR RATED
INTEGRATED LOAD
CENTER ON NEW
H-FRAME
TOP OF NEW MONPINE
ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88
CENTERLINE OF NEW VERIZON ANTENNAS
57'-0" A.G.L -- 4950'-0" NAVD88
TOP OF NEW VERIZON ANTENNAS
ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88
NEW VERIZON 8'-0"
TALL PAINTED
WOODEN FENCE
ENCLOSURE PAINTED
DESERT TAN OR
EQUIVALENT
EXISTING TREES TO REMAIN
3
A-7
1
S-1
NEW ELECTRICAL
METER AND
DISCONNECT
MOUNTED TO NEW
FENCE W/ UNISTRUT
TOP OF NEW MONPINE
ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88
CENTERLINE OF NEW VERIZON ANTENNAS
57'-0" A.G.L -- 4950'-0" NAVD88
TOP OF NEW VERIZON ANTENNAS
ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88
(2) NEW VERIZON OVP
MOUNTED ON
ANTENNA MOUNT
NEW VERIZON
REMOTE RADIO HEAD,
(4) PER SECTOR FOR
(3) SECTORS NEW VERIZON ANTENNAS (4)
PER SECTOR FOR (3) SECTORS
3
A-5
2
A-2
4
A-5
6
A-5
7
A-5
NEW VERIZON SECTOR
FRAME W/(4) ANTENNA PIPE
MOUNTS
4
A-6
2
A-6
(2) NEW VERIZON HYBRID CABLE(S) ROUTED
ALONG INTERIOR OF NEW MONOPINE
NEW VERIZON 8'-0" TALL PAINTED WOODEN FENCE
ENCLOSURE PAINTED DESERT TAN OR EQUIVALENT
3
A-7
NEW VERIZON GPS
ANTENNA
1
A-5
NEW 10'-0" TALL VERIZON CANOPY (PAINTED DESERT
TAN OR EQUIVALENT)
1
S-1
NEW VERIZON 200A
OUTDOOR RATED
INTEGRATED LOAD
CENTER AND NEW FIBER
JUNCTION BOX ON NEW
H-FRAME
EXISTING FENCING TO
REMAIN
EXISTING
FENCING TO
REMAIN
NEW 65'-0" TALL
CO-LOCATABLE
MONOPINE
(2) NEW VERIZON HYBRID CABLE(S) ROUTED IN (N)
UNDERGROUND CONDUITS TO NEW MONOPINE
EXISTING GRADE
0'-0" A.G.L. -- 4893'-0" NAVD88
NEW VERIZON FIBER JUNCTION BOX
ON NEW H-FRAME
NEW VERIZON 200A OUTDOOR RATED
INTEGRATED LOAD CENTER ON NEW
H-FRAME
NEW ELECTRICAL METER AND
DISCONNECT MOUNTED TO NEW FENCE
W/ UNISTRUT
NEW VERIZON 12" CABLE TRAY
BOTTOM OF BRANCHES
15' A.G.L
BOTTOM OF BRANCHES
15' A.G.L
NEW 18"WIDE x 6" THICK
CONCRETE FOOTING W/ SITEPRO1
P/N SLPR4 CUT 18" TO FIT
1
A-6
NEW FAUX BARK NEW FAUX BARK
ANY EQUIPMENT INSIDE THE
EQUIPMENT COMPOUND
THAT IS VISIBLE ABOVE THE
NEW FENCE SHALL BE
PAINTED DESERT TAN OR
EQUIVALENT.
ANY EQUIPMENT INSIDE THE
EQUIPMENT COMPOUND
THAT IS VISIBLE ABOVE THE
NEW FENCE SHALL BE
PAINTED DESERT TAN OR
EQUIVALENT.
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
C
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7'-1"
10'-0" CONCRETE PAD
16'-0" CONCRETE PAD
10'-0" UTILITY EASEMENT
4"
20'-6" CABLE TRAY
6'-7" CABLE TRAY
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
L
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.
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11"x17" SCALE: 3/16" = 1'-0"
24"x36" SCALE: 3/8" = 1'-0"
11"x17" SCALE: 3/16" = 1'-0"
ENLARGED SITE PLAN 24"x36" SCALE: 3/8" = 1'-0" 3
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NOTE:
ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS
NOTED OTHERWISE
*IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
AZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR TO
INSTALLING ANTENNAS.
NEW COAXIAL CABLE TABLE
SECTOR LENGTH QTY. SIZE TYPE
ALPHA
BETA ±100' 2 1-1/4"Ø HYBRID CABLE
GAMMA
NEW ANTENNA TABLE
SECTOR RAD CENTER AZIMUTH QTY. MOUNT
TYPE ANTENNA TYPE
ALPHA 57'-0" 0° 4
SECTOR
FRAME PANEL
BETA 57'-0" 120° 4
GAMMA 57'-0" 240° 4
CABLING DETAILS 1
OUTLINE OF
NEW MONOPALM
NEW 20'-0" ACCESS/UTILITY EASEMENT
4
A-5
7
A-5
6
A-5
4
A-6
AZIMUTH
120
°
NEW SOUTHWESTERN WHITE
PINE TREE (TYP. OF 2)
1
L-1
7'-2" TYP.
2'-0"
TYP
2'-0"
TYP
2'-0"
TYP
6" TYP. 6" TYP.
1
A-5
NEW 65'-0" TALL
CO-LOCATABLE MONOPINE
NEW VERIZON GPS ANTENNA
NEW VERIZON FIBER JUNCTION
BOX ON NEW UNI-STRUT
NEW VERIZON 200A OUTDOOR
RATED INTEGRATED LOAD CENTER
ON NEW UNI-STRUT
NEW VERIZON WIRELESS EQUIPMENT LEASE
AREA - 15'-0"X35'-0"
NEW 8'-0" TALL WOODEN FENCE
(15'-0" X 35'-0") PAINTED DESERT
TAN OR EQUIVALENT
NEW VERIZON 9'-0" x 10'-6" STEEL CANOPY
PAINTED DESERT TAN OR EQUIVALENT
NEW 30KW VERIZON DIESEL
GENERATOR MOUNTED TO NEW
CONCRETE PAD
NEW VERIZON ELECTRICAL
METER MOUNTED TO EXTERIOR
OF NEW FENCE WITH UNI-STRUT
NEW VERIZON ELECTRICAL
DISCONNECT MOUNTED TO
EXTERIOR OF NEW FENCE
WITH UNI-STRUT
NEW 12'-0" ACCESS GATES
3
A-7
1
S-1
1
A-8
5
NEW TECH LIGHTING MOUNTED TO A-8
NEW CANOPY POST
NEW GRAVEL AREA
1
A-7
NEW 10'-0" UTILITY
EASEMENT
3
A-7
PROPOSED VERIZON 10'-0"x16'-0"
CONCRETE PAD WITH PREFABRICATED
SUN-WEST 2-BAY PLINTH
PROPOSED VERIZON
RF CABINET
PROPOSED VERIZON
PDF CABINET
1
A-6
3
A-6
PROPOSED TRANSFORMER
BY UTILITY COMPANY INSIDE
10'-0" UTILITY EASEMENT
NEW POWER WIRING FROM
NEW TRANSFORMER
NEW FIBER
5
NEW TECH LIGHTING MOUNTED TO A-8
NEW CANOPY POST
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
393 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
18" WIDE x 6" THICK CONCRETE
FOOTING W/ SITEPRO1 P/N SLPR4 CUT
18" TO FIT
NEW 12" CABLE TRAY
HATCHING INDICATES 3'-0"
OF AIRSPACE AROUND
NEW GENERATOR(TYP.)
TRENCH NEW POWER TO ILC,
GENERATOR & EQUIPMENT CABINET
HATCH INDICATES 3' OF AIRSPACE IN
FRONT OF NEW ILC
3'-0"
ANY EQUIPMENT INSIDE THE
EQUIPMENT COMPOUND
THAT IS VISIBLE ABOVE THE
NEW FENCE SHALL BE
PAINTED DESERT TAN OR
EQUIVALENT.
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
UG
UG
T
X/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
TX MON2
TX MON1
F F
TX/RX2
TX/RX1
TX MON2
TX MON1
A-1
FTC PARKWOOD
SITE PLAN
SITE PLAN 20' 10' 0" 20' 1
24"x36" SCALE: 1" = 20'
11"x17" SCALE: 1" = 40'
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APN: 08720105013
ZONING: I,
DEVELOPING
INDUSTRIAL
NEW VERIZON WIRELESS
EQUIPMENT LEASE AREA
- 15'-0"X35'-0"
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NEW VERIZON
WIRELESS 2' x 3' FIBER
VAULT
NEW 10'-0" VERIZON
WIRELESS UTILITY
EASEMENT
NEW 65'-0"
CO-LOCATABLE
MONOPINE FOR NEW
VERIZON ANTENNAS
EXISTING BUILDING
NEW 20'-0" WIDE
VERIZON ACCESS
EASEMENT
EXISTING
GATE
OLD
LOT
LINE
EXISTING
FIELD
MIDPOINT DRIVE
6
A-8
SHARP POINT DRIVE
EXISTING
FENCING
EXISTING
PROPERTY LINE
EXISTING BUILDING
EXISTING
PARKING
NEW 60' FIRE TRUCK
TURN-AROUND WITH 35' TURNING
RADIUS
60'-0" FIRETRUCK TURN-AROUND
60'-0" FIRETRUCK TURN-AROUND
20'-0"
ACCESS /
UTILITY
EASEMENT
NEW 66'-0" R.O.W.
IN REGARDS TO CONSTRUCTION OF THIS SITE, THE PUBLIC
RIGHT-OF-WAY SHALL NOT BE USED FOR STAGING OR STORAGE OF
MATERIALS OR EQUIPMENT ASSOCIATED WITH THE DEVELOPMENT, NOR
SALL IT BE USED FOR PARKING BY ANY CONTRACTORS,
SUBCONTRACTORS, OR OTHER PERSONNEL WORKING FOR OR HIRED BY
THE DEVELOPER TO CONSTRUCT DEVELOPMENT
TOWER SETBACK
NORTH 135'-0"
EAST 117'-0"
SOUTH 125'-0"
WEST 76'-0"
NEW UG CONDUIT FOR NEW
POWER (BY UTILITY COMPANY)
NEW TRANSFORMER (BY
UTILITY COMPANY) IN 10'-0"
VERIZON UTILITY EASEMENT
EXISTING 150 KVA
TRANSFORMER
NEW VZW
525 SQ.
FT. LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
393 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
GENERAL LOCATION OF NEW
SIGNAGE FOR EMERGENCY
VEHICLE ACCESS
EXISTING WOOD AND CHAIN LINK FENCING ALONG
FRONTAGE TO BE REMOVED AND REPLACED WITH NEW
WOOD FENCE TO MATCH EXISTING WOOD FENCE.
INSTALL ~475'-0" OF NEW WOOD FENCING 2'-0" INSIDE THE
PROPERTY FROM R.O.W. LINE. NEW FENCE TO MATCH
EXISTING WOOD FENCE TO BE REMOVED. TYPICAL ON ALL
FENCING INSIDE OF THE R.O.W. (PAINT NEW FENCE
DESERT TAN OR EQUIVALENT)
20'-0"±
3
A-2
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
EXISTING TREE (TYP.) NOTE: EXISTING
TREES TO REMAIN AND BE PROTECTED
1
GN-2
21'-0"±
25'-0"±
18'-6"±
R35'-0"
R35'-0"
20'-0"
ACCESS /
UTILITY
EASEMENT
66'-0" SETBACK
FROM FENCE
7. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND UTILITIES
PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS.
8. ALL SHRUB PLANTING AREAS SHALL BE TOP DRESSED WITH GRAVEL MULCH (TO MATCH EXISTING)
OVER DE WITH PRO-5 WEED CONTROL FABRIC, UNLESS NOTED OTHERWISE.
LANDSCAPE LEGEND:
GROUND COVERS
CRUSHED ROCK
(3-INCH DEPTH OVER DE WITT PRO-5
WEED CONTROL FABRIC) OR EQUAL
QTY.
2
FAMILY NAME: PINUS STROBIFORMIS
FOLIAGE: DARK GREEN TO BLUE-GREEN
NEEDLES
MATURE HEIGHT: 50 - 80 FEET
MATURE SPREAD: 35 FEET
SOIL: WIDELY ADAPTABLE
ZONES: 4-7
MATURE FORM: CONICAL TO ROUNDED
GROWTH RATE: MEDIUM
SUN EXPOSURE: FULL SUN
FALL COLOR: STOUT GREEN
NEEDLES WITH PINE CONES
COMMON NAME: SOUTHWESTERN WHITE PINE
CRUSH ROCK BASE
1/2" NEW CRUSHED ROCK BASE
NEW 8'-0" TALL WOODEN FENCE ENCLOSURE
NEW VERIZON WIRELESS EQUIPMENT LEASE AREA
NEW MONOPINE WITH NEW ANTENNAS
NEW CONCRETE SLAB WITH CANOPY
LANDSCAPE PLAN 1
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
393 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
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SOUTHWESTERN WHITE PINE
NEW TREES TO BE INSTALLED (2 TOTAL)
TREES TO BE HAND WATERED UNTIL
ROOT SYSTEM HAS BEEN ESTABLISHED
PLANTING SIZE AND METHOD OF TRANSPLANT
6' HEIGHT @ TIME OF PLANTING - BALL AND BURLAPPED
PLASTIC LOCK-TIE OR
RUBBER HOSE TREE TIE,
SET LOOSE TO ALLOW
FOR DIAMETER GROWTH
2"Ø X 8'-0" LENGTH
LODGEPOLE PINE
TREE STAKE
SHREDDED WOOD
MULCH MIN. 2"-3"
DEPTH AFTER
SETTLING
FINISH GRADE
SET ROOT CROWN
AT OR 1" ABOVE
FINISH GRADE
MIN.
1
3
HEIGHT
OF TREE
(TYP.) 1'-0"
REMOVE ALL WIRE, STRINGS,
AND OTHER NON-BURLAP
FROM TOP
2
3 OF ROOTBALL
3"-4" HIGH
WATERING RING
6'-0" MIN. OR 2 X
ROOTBALL 6'-0"Ø MULCH AREA CLEAR OF
GRASS, WEEDS, ETC. TO
REDUCE COMPETITION
DURING ESTABLISHMENT
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
(E) 8' CHAIN
LINK FENCE
LESSOR'S
PARCEL LINE
LESSOR'S
PARCEL LINE
4894
4894
4893
4894
4893
4894
4894
4895
4897
4895
4895
4894
4895
4896
4896
4895
4896
4896
4895
4896
4895
4895
4896
4896
4895
4895
4895
4896
4896
4896
4895
4895
4895
4896
4896
4895
4897
4897
4897
4896
4896
4894
4896
SHARP POINT DRIVE
MIDPOINT DRIVE
(E)60' R/W
(E) 60' R/W
4893
4893
PV= 4894.73
NG=
4894.52
NG=
4894.51
NG=
4894.30
4893.56 NG=
NG=
4893.30
NG=
4892.99
NG=
4893.89
NG= 4893.88
NG=
4894.48
4894.24 NG=
NG=
4894.43
NG=
4895.12
NG=
4894.36
NG= 4896.10
NG= 4894.31
NG=
4895.34
NG=
4894.78
NG=
4894.73
NG= 4895.57
NG=
4896.41
NG=
4895.53
TBC= 4894.26 28
TBC=
4893.90
TBC= 4893.34
TBC= 4892.50
TBC=
4892.52
TBC=
4892.59
TBC=
4893.98
5
5
UTILITY
ESMT. 5
(E) UTILITY
5 ESMT.
L
1
L
=
70
.
7
5
,
R
=
24
8
.
98
D
=
1
6
°
1
6
'5
2
"
L=23.56, R=15.00
D=89°59'33"
N0° 13' 25"W
238.55'
L
=
206
.
18
,
R
=
7
4
3
.
0
5
D
=
15
°
5
3
'
5
4
"
275.13' 245.83'
N47° 22' 57"E 520.96'
S42° 37' 03"E
311.39'
S73° 56' 33"E
342.06'
(P) 66' R/W
(P) 66' R/W
L2
L3
L4
L11
L12
L13
P.O.B. (P)
LESSEE A.U.E.
4894
4894
4893
NG=
4892.99
NG=
4893.89
(E) 40' TREE
(E) 40' TREE
(E) 40' TREE
(E) 45' TREE
P.O.B. (P) LESSEE
LEASE AREA
P.O.B. (P) 10' LESSEE
UTILITY ESMT. #1
(P) 20' LESSEE
ACCESS/UTILITY ESMT.
(P) LESSEE LEASE AREA
(P) POLE LOCATION
(CENTER OF GEODETIC COORDINATES)
(P) 10' LESSEE
UTILITY ESMT. #1
NATURAL GROUND
S73° 56' 33"E
342.06'
C1
L5
L6
L7
C2
L8
L9
L10
L14
L15
L16
L17
L18
L19
LOTS 13 AND 14, PROSPECT INDUSTRIAL PARK, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO.
LESSOR'S LEGAL DESCRIPTION
MAGNETIC
08° 28'
BOUNDARY DETAIL
SCALE: 1" = 40'
POSITION OF GEODETIC COORDINATES
LATITUDE 40° 33' 36.65" NORTH (NAD83)
LONGITUDE 105° 01' 39.97" WEST (NAD83)
ELEVATION @ GROUND= 4893.0 (NAVD88)
1. ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM
GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 09 SEPARATIONS
CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE
POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC
SITE.
2. BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE
NAD83 COORDINATE SYSTEM COLORADO STATE PLANE COORDINATE
ZONE NORTH, DETERMINED BY GPS OBSERVATIONS.
3. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 06/08/16.
PROJECT META DATA
1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE
COMPANY, ORDER NO.: ACT25141771 EFFECTIVE DATE: 07/05/2016..
2. SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO
DETERMINE ANY DEFECT IN TITLE.
3. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD
INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF
THE PROPERTY.
4. SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR
THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND
DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED
AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY
OF THE CONTRACTOR.
DECLINATION
SURVEYOR NOTES
SHEET NO. REVISION:
REVISIONS
PROJECT No.
SITE NAME:
SITE ADDRESS:
SHEET TITLE:
FIELD BY:
DRAWN BY:
CHECKED BY:
NO. DATE DESCRIPTION
REUSE OF DOCUMENT
THE IDEAS & DESIGN INCORPORATED HEREON, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE
USED FOR ANY OTHER PROJECT WITHOUT WRITTEN
AUTHORIZATION OF RLF CONSULTING, LLC.
JTS
JTJ
RLF
10008328
FTC PARKWOOD
2025 SHARP POINT DR.
FORT COLLINS CO, 80524
SITE SURVEY
LS-1
SURVEY DETAIL
THIS SHEET
3 INVERNESS DRIVE EAST, STE. 200
ENGLEWOOD, CO. 80112
Construction - Project Management - Site Development
5. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS
AND NOTES ON THE PLAT OF PROSPECT INDUSTRIAL PARK RECORDED
APRIL 25, 1979 AT RECEPTION NO. 303647.
SCHEDULE B EXCEPTIONS
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
NORTH
THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD
ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY
FIRM MAP NO. 08069C0992G DATED 05/02/12.
FLOOD ZONE "X" IS DEFINED AS: AREAS DETERMINED TO BE OUTSIDE 500-YEAR
FLOODPLAIN; DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE
FLOODPLAINS.
FLOOD ZONE DESIGNATION
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
L
A
N
D
S
U
R
V
E
Y
O
R
R
Y
A
N
L
.
F
I
D
L
E
R
38207
PROSPECT RD.
TIMBERLINE RD.
9
11
DRAKE RD.
SHARP POINT DR.
MIDPOINT DR.
PROJECT AREA
FOUND AS NOTED
HANDICAP
SANITARY SEWER MANHOLE
GAS METER
WATER VALVE
RIGHT-OF-WAY LINE
ELECTRICAL TRANSFORMER
TELEPHONE PEDESTAL
ELECTRIC VAULT
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
WROUGHT IRON FENCE
SPOT ELEVATION
D/W
TBC
R/W
PV
TOP BACK OF CURB
ACCESS DRIVEWAY
RIGHT OF WAY
ASPHALT
NG NATURAL GRADE
BLDG TOP OF BUILDING
1419.18
U/G ELECTRIC LINE
U/G FIBER OPTIC LINE
U/G GAS LINE
SANITARY SEWER LINE
WATER LINE
UGE UGE
FO FO FO
GAS GAS
SS SS SS
W W W
T T T U/G TELECOMMUNICATION LINE
DECIDUOUS TREE
ET
EV
S
FV FIBER VAULT
GM
STREET LIGHT W/ MAST ARM
WV
2 08/02/16 REVISION
ITEMS 1 THRU 4, 6, AND 7 OF THE CLIENT PROVIDED TITLE REPORT DO
NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS, SETBACKS,
RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR CANNOT
GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT EXIST THAT
MAY AFFECT THE SUBJECT LEASED PREMISES.
A PORTION OF LOTS 13 AND 14, PROSPECT INDUSTRIAL PARK, CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE EASTERNMOST SOUTHEAST CORNER OF SAID LOT 14 FROM
WHICH AN ANGLE POINT ON THE EAST LINE OF SAID LOT 13 BEARS NORTH 0° 13' 25"
WEST 238.55 FEET; THENCE NORTH 00°13'25" WEST ALONG THE EAST LINE OF LOTS
13 AND 14, 131.78 FEET TO THE POINT OF BEGINNING.
THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH 42°35'39" WEST, 134.79
FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE BEGINNING OF A NON
TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG SAID CURVE TO THE
RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD BEARING NORTH 87°36'16"
WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF 90°01'34", AN ARC LENGTH OF
54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET; THENCE SOUTH 47°22'57"
WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00 FEET TO THE BEGINNING OF
A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00", AN ARC
LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST, 15.00 FEET; THENCE SOUTH
42°37'03" EAST, 20.00 FEET; THENCE NORTH 47°24'17" EAST, 174.98 FEET; THENCE
SOUTH 42°39'37" EAST, 123.58 FEET; THENCE SOUTH 89°58'14" EAST, 17.86 FEET;
THENCE NORTH 00°13'25" WEST, 20.04 FEET TO THE POINT OF BEGINNING.
LESSEE ACCESS/UTILITY EASEMENT LEGAL DESCRIPTION
A PORTION OF LOT 14, PROSPECT INDUSTRIAL PARK, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE EASTERNMOST SOUTHEAST CORNER OF SAID LOT 14 FROM
WHICH AN ANGLE POINT ON THE EAST LINE OF SAID LOT 13 BEARS NORTH 0° 13' 25"
WEST 238.55 FEET; THENCE NORTH 00°13'25" WEST ALONG THE EAST LINE OF LOTS
13 AND 14, 131.78 FEET; THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH
42°35'39" WEST, 134.79 FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE
BEGINNING OF A NON TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD
BEARING NORTH 87°36'16" WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF
90°01'34", AN ARC LENGTH OF 54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET;
THENCE SOUTH 47°22'57" WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00
FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL
ANGLE OF 90°00'00", AN ARC LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST,
15.00 FEET; THENCE SOUTH 42°37'03" EAST, 20.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 47°22'57" EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00
FEET; THENCE SOUTH 47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°43'16" WEST,
8.29 FEET; THENCE NORTH 42°29'21" WEST, 6.71 FEET; TO THE POINT OF BEGINNING.
LESSEE LEASE AREA LEGAL DESCRIPTION
A 5.00 FOOT WIDE STRIP OF LAND BEING PORTION OF LOT 14, PROSPECT
INDUSTRIAL PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO, LYING 2.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED
CENTERLINE:
COMMENCING AT THE EASTERNMOST SOUTHEAST CORNER OF SAID LOT 14 FROM
WHICH AN ANGLE POINT ON THE EAST LINE OF SAID LOT 13 BEARS NORTH 0° 13' 25"
WEST 238.55 FEET; THENCE NORTH 00°13'25" WEST ALONG THE EAST LINE OF LOTS
13 AND 14, 131.78 FEET; THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH
42°35'39" WEST, 134.79 FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE
BEGINNING OF A NON TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD
BEARING NORTH 87°36'16" WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF
90°01'34", AN ARC LENGTH OF 54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET;
THENCE SOUTH 47°22'57" WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00
FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL
ANGLE OF 90°00'00", AN ARC LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST,
15.00 FEET; THENCE SOUTH 42°37'03" EAST, 20.00 FEET; THENCE NORTH 47°22'57"
EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00 FEET; THENCE SOUTH
47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°43'16" WEST, 8.29 FEET TO THE POINT
OF BEGINNING;
THENCE SOUTH 47°13'42" WEST, 42.24 FEET TO THE POINT OF TERMINUS.
SIDELINES SHALL BE LENGTHENED OR SHORTENED TO FORM ONE CONTIGUOUS
PARCEL.
LESSEE UTILITY EASEMENT LEGAL DESCRIPTION
3 08/26/16 FINAL AND REVISION
SURVEY DETAIL
4 01/03/17 REVISION
5 07/30/17 REVISION
CURVE TABLE
CURVE
C1
C2
LENGTH
54.99
54.98
RADIUS
35.00
35.00
DELTA
90°01'34"
90°00'00"
CHORD BRG.
N87° 36' 16"W
S2° 22' 57"W
CHORD LENGTH
49.51
49.50
6 08/05/17 REVISION
7 12/14/17 REVISION
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
LENGTH
131.78
9.01
134.79
90.13
5.02
20.00
5.00
15.00
20.00
174.98
123.58
17.86
20.04
35.00
15.00
35.00
8.29
6.71
42.24
BEARING
N0° 13' 25"W
S89° 46' 35"W
N42° 35' 39"W
S47° 24' 37"W
N42° 32' 28"W
S47° 22' 57"W
S42° 37' 03"E
S47° 22' 57"W
S42° 37' 03"E
N47° 24' 17"E
S42° 39' 37"E
S89° 58' 14"E
N0° 13' 25"W
N47° 22' 57"E
S42° 37' 03"E
S47° 22' 57"W
N42° 43' 16"W
N42° 29' 21"W
S47° 13' 42"W
8 05/12/18 REVISION
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE
ERECTED AROUND ALL PROTECTED EXISTING TREES WITH
SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF
FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO
CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½)
OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE
NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL,
DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE
APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR
MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO
THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED
TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY
BE FASTENED TO ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES
AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING
AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY
BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE
FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL
T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND
TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE
OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY
UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER
THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT
A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE
(OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE
OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR
CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN
THE AREA.
DISCONNECT SWITCH
METER
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUNDING WIRE
ABBREVIATIONS
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR - GENERAL CONTRACTOR [CONSTRUCTION]
OWNER - VERIZON WIRELESS
OEM - ORIGINAL EQUIPMENT MANUFACTURE
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE
TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE
ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND
SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL
APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,
AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.
ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND
UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE REGULATIONS.
4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY.
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
ON THE DRAWINGS.
6. DELETED.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
CONTRACTOR.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES,
GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING.
SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS
10. THE SUBCONCTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT
SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS
COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS
REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE
INSTITUTE [ACI] 301.
14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28
DAYS UNLESS OTHERWISE SPECIFIED.ALL CONCRETING WORK SHALL BE DONE IN
ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS.
16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL
CONSTRUCTION SERVICES.
17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO
COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE
DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY
DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY
SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON
EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED
TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC
PERIODS AFTER MIDNIGHT.
19. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN
WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD
BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO
PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY
DANGEROUS EXPOSURE LEVELS.
CONCRETE AND REINFORCING STEEL NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184,
ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS,UNLESS
NOTED OTHERWISE
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER 2 IN.
#5 AND SMALLER & WWF 1-1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER, NOR CAST AGAINST THE GROUND:
SLAB AND WALL 3/4 IN.
BEAMS AND COLUMNS 1-1/2 IN.
5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, U.N.O., IN
ACCORDANCE WITH ACI 301 SECTION 4.2.4.
6. POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION 3GS-T18-0013"
SELECTION, DESIGN, INSTALLATION, INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL
EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". ANCHORS SHALL BE HILTI OR APPROVED
EQUAL, INSTALLED, INSPECTED AND TESTED AS SHOWN ON THE DESIGN DRAWINGS. NO
REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL.
7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN
50 CUBIC YARDS [2012 IBC 1705.3[3]] IN THAT EVENT THE FOLLOWING RECORDS SHALL BE
PROVIDED BY THE CONCRETE SUPPLIER;
[A] RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT,
[B] CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE
SUPPLIED.
FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST,
TAKING THREE CYLINDERS FROM EACH TRUCK.
GROUNDING NOTES:
1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING
SYSTEM AND LIGHTNING PROTECTION SYSTEM [AS DESIGNED AND INSTALLED] FOR STRICT
COMPLIANCE WITH THE NEC [AS ADOPTED BY THE AHJ], THE SITE-SPECIFIC [UL, LPI, OR NFPA]
LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA
GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE
FINDINGS TO THE CONTRACTOR FOR RESOLUTION.
2. ALL GROUND ELECTRODE SYSTEMS [INCLUDING TELECOMMUNICATION, RADIO,
LIGHTNING PROTECTION, AND AC POWER GES'S] SHALL BE BONDED TOGETHER, AT OR
BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC.
3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING
[PER IEEE 1100 AND 81] FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL
FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST
RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH
24782-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES.
4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.
STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC,
SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH
GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR
LARGER FOR INDOOR BTS; 2 AWS STRANDED COPPER FOR OUTDOOR BTS.
6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
7. APPROVED ANTIOXIDANT COATINGS [I.E., CONDUCTIVE GEL OR PASTE] SHALL BE USED
ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH
STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING
CONNECTIONS.
10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS
SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH
LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER
WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS
SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,
SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS.
WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL
CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.
WHERE USE OF METAL CONDUIT IS UNAVOIDABLE [E.G., NON-METALIC CONDUIT PROHIBITED
BY LOCAL CODE] THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222.
FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND
RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED
FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE
INCREASED FROM 8 FEET TO 10 FEET.
SITE WORK GENERAL NOTES:
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE
WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY THE SUBCONTRACTOR. EXTREME CAUTION SHOULD BE USED
BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT
NOT BE LIMITED TO A] FALL PROTECTION B] CONFINED SPACE C] ELECTRICAL SAFETY D] TRENCHING &
EXCAVATION.
3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES.
6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE VERIZON WIRELESS
SPECIFICATION FOR SITE SIGNAGE.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND
TOWER AREAS.
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW
OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED
SURFACE APPLICATION.
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
EROSION.
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL
JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
MASONRY NOTES:
1. MASONRY WALLS SHALL BE CONSTRUCTED OF 8” STANDARD HOLLOW CONCRETE MASONRY UNITS SHALL
CONFORMING TO ASTM C90, GRADE N, TYPE 1, F'M = 1,500 PSI, RUNNING BOND, MORTAR TYPE S, 1,800 PSI.
GROUT SHALL BE 2,000 PSI. MECHANICALLY VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER
POURING AND AGAIN ABOUT 5 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 4'-0" IN BLOCK
WALLS. MAXIMUM GROUT LIFT SHALL BE 8'-0". CONTROL JOINTS REQUIRED IN ALL WALLS GREATER THAN
24'-0" IN LENGTH. SPACE CONTROL JOINTS AT 24'-0” MAXIMUM.
ELECTRICAL INSTALLATION NOTES:
1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE
REQUIREMENTS OF THE NEC AND TELCORDIA.
2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT
RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL
SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL.
3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS
REQUIRED BY THE NEC AND TELCORDIA.
4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS.
5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE
LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH
PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL]. THE IDENTIFICATION METHOD
SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS.
6. POWER PHASE CONDUCTORS [I.E., HOTS]SHALL BE LABELED WITH COLOR-CODED
INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV
PROTECTION, OR EQUAL]. PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE
NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS..
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID
PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE
CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH
CIRCUIT ID NUMBERS [I.E., PANELBOARD AND CIRCUIT ID'S]..
8. PANELBOARDS [ID NUMBERS] AND INTERNAL CIRCUIT BREAKERS [CIRCUIT ID NUMBERS]
SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.
9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL
TO REMOVE SHARP EDGES. USE LOW PROFILE TIE WRAPS.
10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE
SINGLE CONDUCTOR [12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B
STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; LISTED OR
LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE
CONDUCTOR [6 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2 GREEN
INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY]
OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS
OTHERWISE SPECIFIED.
12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE,
SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE
SPECIFIED.
13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE
[12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER
CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; WITH OUTER JACKET; LISTED OR
LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.
14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE
LUGS AND WIRENUTS BY THOMAS AND BETTS [OR EQUAL]. LUGS AND WIRENUTS SHALL BE
RATED FOR OPERATION AT NO LESS THAN 75°C [90°C IF AVAILABLE].
15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN
ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC.
16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE.
17. ELECTRICAL METALLIC TUBING [EMT] OR RIGID NONMETALLIC CONDUIT [I.E., RIGID PVC
SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE]
SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
18. ELECTRICAL METALLIC TUBING [EMT], ELECTRICAL NONMETALLIC TUBING [ENT], OR RIGID
NONMETALLIC CONDUIT [RIGID PVC, SCHEDULE 40] SHALL BE USED FOR CONCEALED INDOOR
LOCATIONS.
19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT [IMC] SHALL BE USED FOR OUTDOOR
LOCATIONS ABOVE GRADE.
20. RIGID NONMETALLIC CONDUIT [I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80]
SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE
TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.
21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT [LIQUID-TITE FLEX] SHALL BE USED INDOORS AND
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND
APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE.
23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN
ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC.
24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE
POSSIBLE.
25. WIREWAYS SHALL BE EPOXY-COATED [GRAY] AND INCLUDE A HINGED COVER, DESIGNED TO
SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E [OR EQUAL]; AND RATED NEMA 1 [OR
BETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS.
26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE
GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED
NEMA 1 [OR BETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS.
27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED,
OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1
[OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER] OUTDOORS.
28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS
2; AND RATED NEMA 1 [OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER]
OUTDOORS.
29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE
OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES
AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODS AND STANDARDS
TO SAFEGUARD AGAINST LIFE AND PROPERTY.
GENERAL NOTES 1
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
393 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
ACCESS UTILITY EASEMENT
ANTENNAS
DC POWER
EXISTING EASEMENT
FIBER
HYBRID & COAX CABLES
LEASE AREA
NEW WORK_UTILITY EASEMENT
PENETRATIONS
RRHS
WALL HATCH
NEW WORK COLOR LEGEND
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
20151294205
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PROJECT AREA
CLIENT
PROPERTY OWNER
A&E CONSULTANT
2025 SHARP POINT DR LLC,
NESTAC INVESTMENTS LLC,
& MAVESA INVESTMENTS 2025, LLC
1401 RIVERSIDE AVE.,
FT COLLINS, CO 80524
CONTACT: DANIEL R. BERTH
PHONE: (970)221-1965 EXT. 2
VERIZON WIRELESS
3131 S, VAUGHN WAY#550
AURORA, CO 80014
CONTACT: JENNIFER SCHNEIDER
PHONE: (913) 344-2030
DEPART 3131 S. VAUGHN WAY (WEST); TURN LEFT AND MERGE ONTO
CO-83 N, 0.1 MI; USE THE RIGHT 3 LANES TO TAKE THE INTERSTATE
225 N EXIT, 0.8 MI; MERGE ONTO I-225 S, 3.2 MI; USE THE RIGHT 2
LANES TO TAKE EXIT 1A FOR INTERSTATE 25 N TOWARD DENVER, 0.4
MI; MERGE ONTO I-25 N TOWARD FORT COLLINS, 51.6 MI; TAKE EXIT
265 FOR HARMONY RD, 0.2 MI; CONTINUE ON E. HARMONY RD. TAKE
ZIEGLER RD, E DRAKE RD AND S TIMBERLINE RD TO MIDPOINT DR,
5.4 MI; DESTINATION WILL BE ON THE RIGHT.
T-1
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
PROJECT INFORMATION
FTC PARKWOOD
2025 SHARP POINT DR., FT COLLINS, CO 80525
20151294205
KM
KF
REV DATE DESCRIPTION BY
A 03/15/17 ISSUED FOR REVIEW KM
B 07/31/17 ISSUED FOR REVIEW KM
C 10/24/17 SAC COMMENTS KM
D 01/30/18 ISSUED FOR REVIEW JMS
0 05/03/18 ISSUED FOR FINALS M.G.
1 05/09/18 ISSUED FOR FINALS KM
2 06/04/18 ISSUED FOR FINALS KM
E 05/06/19 ISSUED FOR REVIEW KM
F 06/15/19 ISSUED FOR REVIEW KM
G 08/08/19 ISSUED FOR REVIEW PSW
SCOPE OF WORK
· INSTALL OF (1) CO-LOCATABLE MONOPINE
· INSTALL OF (3) SECTOR FRAMES
· INSTALL (2) NEW OVP'S
· INSTALL (12) NEW PANEL ANTENNAS
· INSTALL (12) NEW RRH'S
· INSTALL (1) NEW OUTDOOR POWER PLANT CABINET
· INSTALL (1) NEW RADIO EQUIPMENT CABINET
· INSTALL (1) NEW STAND-BY GENERATOR
· INSTALL (1) NEW EQUIPMENT CANOPY
· INSTALL NEW 35'x15' WOOD FENCE ENCLOSURE
· INSTALL (2) NEW TREES
· INSTALL NEW ELECTRIC SERVICE
· INSTALL NEW FIBER BACKHAUL
· INSTALL NEW 10'-0" x 16'-0" CONCRETE SLAB
ZONING: I, DEVELOPING INDUSTRIAL
PARCEL #: 08720105013
USE: UNMANNED COMMUNICATIONS
NEW LEASE AREA: 525 SQ. FT
40° 33' 36.65" N (NAD83)
105° 01' 39.97" W (NAD83)
4893' (NAVD88)
NEW BUILD
CONSTRUCTION DRAWINGS
SITE ACQUISITION
PINNACLE CONSULTING, INC
1426 N MARVIN ST #101
GILBERT, AZ 85233
CONTACT: MICHELLE LAMOUREUX
PHONE: (480) 664-9588 EXT 230
PINNACLE CONSULTING, INC.
1426 N MARVIN ST #101
GILBERT, AZ. 85233
CONTACT: KEVIN MILLER
PHONE: (720) 296-6180
SITE PHOTO
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FOR REVIEW
ONLY NOT
FOR
CONSTRUCTION
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
JURISDICTION:
GOVERNING CODES:
CITY OF FORT COLLINS
2012 IBC, 2012 IFC, 2012 IMC,
2012 IECC, 2014 NEC
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: KENT MCDERMOTT
PHONE: (406) 941-2110
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: RAM NANDIRAJU
PHONE: (303) 901-3092
ALL BUILDING CODES LISTED ABOVE
SHALL INCLUDE AMENDMENTS BY THE
GOVERNING JURISDICTION
SITE #: 397118
20151294205
PROJECT #: 20151294205
LEGAL DESCRIPTION: PROSPECT INDUSTRIAL PARK, LOTS 13 &
14, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO
T-1 PROJECT INFORMATION
GN-1 GENERAL NOTES
GN-2 TREE PROTECTION NOTES
LS-1 SITE SURVEY
L-1 LANDSCAPE PLAN
A-1 SITE PLAN
A-2 ENLARGED SITE PLAN AND ANTENNA PLAN
A-3 DIMENSION CONTROL PLAN
A-4 ELEVATIONS
A-5 DETAILS
A-6 DETAILS
A-7 DETAILS
A-8 DETAILS
S-1 STRUCTURAL DETAILS
E-1 SPECIFICATIONS & NOTES
E-2 POWER PLAN
E-3 GROUNDING PLAN
E-4 SITE UTILITY PLAN & GROUNDING DETAILS