HomeMy WebLinkAboutFTC RAMS CROSSING WTE VERIZON - BDR180027 - SUBMITTAL DOCUMENTS - ROUND 4 - PLANSFTC RAMS CROSSING
808 W PROSPECT RD
FORT COLLINS, COLORADO 80525
NEW ROOFTOP MACRO
CONSTRUCTION DRAWINGS
VICINITY MAP
PROJECT
AREA
SITE DIRECTIONS
FROM SOUTH VAUGHN WAY MERGE ONTO 1-225 N, TAKE EXIT 12A TO MERGE ONTO I-70 W, KEEP
RIGHT AT THE FORK TO CONTINUE ON I-270W, TAKE EXIT 0 TO MERGE ONTO I-25 N TOWARDS FT.
COLLINS. TAKE EXIT 269B TO MERGE ONTO CO-14 W, TURN LEFT ONTO S COLLEGE AVE, TURN
RIGHT ONTO W LAKE ST, TURN LEFT ONTO CENTRE AVE , TURN RIGHT ONTO W PROSPECT RD,
SITE WILL BE ON YOUR RIGHT.
FORT COLLINS, COLORADO
CLIENT
PROPERTY OWNER
VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 801-260-8700
ROBIN & CHRISTIAN BACHELET
PHONE: 970-566-2586
EMAIL: RBACHELET@MAC.COM
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: KENT McDERMOTT
EMAIL: KENT.McDERMOTT@VERIZONWIRELESS.COM
AERO SOLUTIONS, LLC
5555 CENTRAL AVE #100
BOULDER, CO 80301
CONTACT: MATT FLECK
PHONE: 720-279-8973
ENGINEER
CONSTRUCTION MANAGER
SITE ACQUISITION
LRK CONSULTING
1196 GRANT ST. UNIT 313
DENVER, CO 80203
CONTACT: RYAN SAGAR
PHONE: 219-477-0099
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: RAM NANDIRAJU
EMAIL: RAM.NANDIRAJU@VERIZONWIRELESS.COM
RF ENGINEER
PROJECT DATA
CODE ANALYSIS
IBC 2018 (W/ LOCAL AMENDMENTS)
NEC 2017
NFPA-1 (2015)
U - UTILITY
IIB
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
GENERAL NOTES
GN-1
LEGEND
W W W W W
SS SS SS SS SS SS
F F F F F F
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
OE OE OE OE OE
UT UT UT UT UT
X X X X X
SS
SS
S
WV
T
WM
ICV
E
WATER LINE
SANITARY SEWER
GAS LINE
FIBER LINE
OH ELECTRIC
UG TELCO
FENCE CLF
RIGHT OF WAY
WATER METER
WATER VALVE
IRRIGATION VALVE
SAN SEWER MH
TELCO MAN HOLE
LIGHT POLE
ELEC PULL BOX
SD SD SD SD SD SD SD SD SD SD
E E E E E E
UE UE UE UE UE UE
OT OT OT OT OT OT
EV
D
O O O O O O O
U/G U/G U/G U/G U/G
OHW OHW OHW OHW OHW
STORM SEWER
UG ELECTRIC
ELECTRIC
OH TELCO
PROPERTY LINE
FENCE IRON
UG UTILITIES
OH UTILITIES
SIGNAGE
CATCH BASIN
STORM MANHOLE
POWER POLE
TRAFFIC SIGNAL
ELECTRIC VAULT
ELECTRIC CABINET
ELECTRIC EQUIP EQ ELECTRICAL XFMR ET
VERIZON COLOR STANDARDS
GRAY-EXISTING EASEMENT ORANGE-FIBER
GENERAL NOTES
(CONTINUED)
GN-2
3
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET)
0-2
3-4
5-9
10-14
15-19
OVER 19
1
2
5
10
12
15
STREET TREE NOTES:
1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS
NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY.
THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED.
FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING
TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE
COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON
THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL
APPROVAL OF EACH PHASE.
3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE
WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE
PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.
PHOTOSIMULATION
VIEWS
PH-1
4
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING SOUTHEAST)
1 N.T.S.
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING SOUTHEAST)
N.T.S.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
POINT OF EMERGENCY ACCESS
PHOTOSIMULATION
VIEWS (CONTINUED)
PH-2
5
2
PH-2
PHOTOSIMULATION VIEW (AFTER, LOOKING NORTH)
N.T.S.
1
PH-2
PHOTOSIMULATION VIEW (BEFORE, LOOKING NORTH)
N.T.S.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
808 W. PROSPECT RD
E
Y
GM
EM
SB
S
ET
D
D
W
WM
WV
WV
ICV
ICV
ICV
ICV ICV
ICV
ICV ICV
ICV ICV
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
3'-0" 3'-0" 3'-0" 14'-6"
1'-1"
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
SOUTH EQUIPMENT
PLAN
C-1
7
N
SECTOR B
VZW ANTENNA AZ= 170°
1
C-1
SOUTH EQUIPMENT PLAN
SCALE: 3/8"=1'-0"
PROPOSED SLEEEPERS
(SEE SHEET C-8 FOR MORE DETAIL)
PROPOSED 3' WIDE TRAFFIC PAD
NOTE:
1. NO WIRELESS TELECOMMUNICATION FACILITY
OR EQUIPMENT OWNER OR LESSEE OR
EMPLOYEE THEREOF SHALL ACT TO EXCLUDE
OR ATTEMPT TO EXCLUDE ANY OTHER
WIRELESS TELECOMMUNICATION PROVIDER
FROM USING THIS BUILDING, STRUCTURE OR
LOCATION.
2. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
PROPOSED HYBRID RUN FROM EQUIPMENT
CABINETS TO ROOFTOP OVP'S
PROPOSED OVP MOUNTED TO FACADE OF EXISTING
BUILDING UNDER THE EAVE
(PAINT TO MATCH, SECTOR B ONLY)
(2) PROPOSED RRH(S) MOUNTED TO FACADE OF
EXISTING BUILDING UNDER THE EAVE
(PAINT TO MATCH, SECTOR B ONLY)
PROPOSED VERIZON 8' ANTENNA MOUNTED TO
FACADE OF EXISTING BUILDING
(TYP OF 3)
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED COAX RUN FROM RRH(S) TO ANTENNA(S)
PROPOSED COAX CHASE FROM UPPER ROOF LEVEL TO
MEZZANINE LEVEL (FULLY SCREEN ALL CABLES)
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SB
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP VP
E
E E E E E
F F F
F F F F F F F F
F F
F F
F F F
F F F F F
F F F F F F F F F F F F F F
10'-0"
1'-3"
10"
10'-0"
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
1
C-2
WEST SIDE EQUIPMENT PLAN
SCALE: 1/4"=1'-0"
WEST EQUIPMENT
PLAN
C-2
8
N
A
SECTOR
CABLE TABLE
350°
AZIMUTH LENGTH
1
NO. TYPE NOTES:
F F F F F F F F F F
E E E E E E E
39'-5"
44'-8"
34'-8"
47'-0"
F F F F F F F F F F
E E E E E E E
34'-8"
47'-0"
2
C-3
PROPOSED NORTH ELEVATION
SCALE: 1/8"=1'-0"
1
C-3
EXISTING NORTH ELEVATION
SCALE: 1/8"=1'-0"
NORTH
ELEVATIONS
C-3
9
PROPOSED VERIZON RAD CENTER
39'-5" AGL
TOP OF PROPOSED PENTHOUSE
44'-8" AGL
GRADE
0'-0" AGL
PROPOSED VERIZON 8' ANTENNA MOUNTED
WITHIN PENTHOUSE
(TYP OF 6)
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED OVP MOUNTED TO BASE OF ANTENNA MOUNT
PIPE (TYP OF 2)
(SEE DETAIL 6/C-8)
PROPOSED ANTENNA PENTHOUSE
(SEE SHEET C-6 FOR MORE DETAIL)
(2) PROPOSED RRH(S) MOUNTED TO BASE OF
ANTENNA MOUNT PIPE (TYP)
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
37'-0"
45'-2"
47'-0"
41'-0"
45'-2"
47'-0"
2
C-4
PROPOSED SOUTH ELEVATION
SCALE: 1/8"=1'-0"
1
C-4
EXISTING SOUTH ELEVATION
SCALE: 1/8"=1'-0"
SOUTH
ELEVATIONS
C-4
10
TOP OF EXISTING STRUCTURE
47'-0" AGL
GRADE
0'-0" AGL
TOP OF PROPOSED ANTENNAS
41'-0" AGL
PROPOSED OVP MOUNTED TO FACADE OF EXISTING
BUILDING UNDER THE EAVE
(PAINT TO MATCH, SECTOR B ONLY)
(2) PROPOSED RRH(S) MOUNTED TO FACADE OF
EXISTING BUILDING UNDER THE EAVE
(PAINT TO MATCH, SECTOR B ONLY)
PROPOSED VERIZON 8' ANTENNA MOUNTED TO
FACADE OF EXISTING BUILDING (TYP OF 3)
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED COAX CHASE FROM UPPER ROOF
LEVEL TO MEZZANINE LEVEL
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
39'-5"
47'-0"
44'-8"
47'-0"
2
C-5
PROPOSED WEST ELEVATION
SCALE: 1/8"=1'-0"
1
C-5
EXISTING WEST ELEVATION
SCALE: 1/8"=1'-0"
WEST
ELEVATIONS
C-5
11
GRADE
0'-0" AGL
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
PROPOSED VERIZON RAD CENTER
39'-5" AGL
TOP OF PROPOSED PENTHOUSE
44'-8" AGL
PROPOSED VERIZON 8' ANTENNA MOUNTED
WITHIN PENTHOUSE
(TYP OF 6) (SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED OVP MOUNTED TO BASE OF
ANTENNA MOUNT PIPE
(TYP OF 2) (SEE DETAIL 6/C-8)
PROPOSED ANTENNA PENTHOUSE
(SEE SHEET C-6 FOR MORE DETAIL)
(2) PROPOSED RRH(S) MOUNTED TO BASE OF
ANTENNA MOUNT PIPE (TYP OF 4)
12'-0"
10'-0"
12'-0"
10'-0"
1'-6" (TYP)
8'-11" (TYP)
CONCEALMENT DETAILS
C-6
12
PROPOSED ANTENNA WITHIN
PENTHOUSE
PROPOSED PENTHOUSE
(PENTHOUSE TO MATCH EXISTING
BUILDING SIDING)
RF TRANSPARENT MATERIAL SPECIFICATIONS
FIBERGLASS REINFORCED PLASTIC (FRP) SHAPES:
1. ALL FRP SHAPES AND PLATE SHALL CONFORM TO STRONGWELL EXTREN 500/525 SERIES.
2. APPLY RESIN ADHESIVE TO ALL FRP MATING SURFACES PRIOR TO BOLTING.
3. STRONGWELL FIBERBOLTS AND NUTS OR EQUAL.
4. ALL CUT EDGES AND HOLES SHALL BE SEALED WITH A RESIN COMPATIBLE WITH THE RESIN
MATRIX USED IN THE STRUCTURAL SHAPE.
5. THE FABRICATOR AND CONTRACTOR SHALL EXERCISE PRECAUTIONS NECESSARY TO
PROTECT THE FIBERGLASS PULTRUDED STRUCTURAL SHAPES FROM ABUSE TO PREVENT
BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION.
6. STURCTURAL SHAPES SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DESIGN
DRAWINGS.
7. FIBERBOLTS BOLTS AND NUTS SHALL BE TIGHTENED TO AND LOCKED WITH EPOXY AS
FOLLOWS:
1/2" DIAMETER NUTS 8 FT-LBS TORQUE
5/8" DIAMETER NUTS 16 FT-LBS TORQUE
3/4" DIAMETER NUTS 24 FT-LBS TORQUE
FIBERGLASS PANEL NOTES:
- FABRICATE PANELS TO FIT PER DIMENSIONS SHOWN IN PLAN.
- PANELS TO BE MINIMUM 1/4" THICKNESS.
1. PANELS ARE TO BE FABRICATED IN A CONTIGUOUS LAYUP PER PLANS USING RF
TRANSPARENT MATERIALS.
2. ARCHITECT SHALL SPECIFY ANY REQUIRED FINISHES OR TREATMENTS TO ACHIEVE DESIRED
APPEARANCE.
3. FABRICATOR SHALL USE A GLASS-RESIN RATIO OF 35% + 3%: REINFORCEMENT BY WEIGHT.
4. EACH SKIN SHALL BE FABRICATED WITH GENERAL PERPOSE RESIN OR POLYESTER VINYL
RESIN WHERE REQUIRED FOR FIRE TREATMENT, CHOPPED STRAND MAT.
5. CORNER FLANGES MAY BE FASTENED WITH 5/8" NON-METALLIC THREADED ROD AND NUTS:
STRONGWELL FIBERBOLT STUDS AND NUTS OR EQUIVALENT. A TORQUE WRENCH MUST BE
USED TO TIGHTEN FASTENERS TO A MAXIMUM 16 FT-LBS.
6. FRP PANELS AND SHAPES SHALL BE COATED WITH A FLAT GEL-COAT FINISH TO PROVIDE
ULTRAVIOLET PROTECTION.
7. ALL CUT AND DRILLED EDGES SHALL BE COATED WITH RESIN.
8. FABRICATOR AND INSTALLER SHALL TEST FIT ALL PANELS PRIOR TO FINAL
ASSEMBLY/INSTALLATION TO ASSURE SQUARENESS AND CORNER FITS.
PROPOSED RRH WITHIN
PENTHOUSE
PROPOSED OVP WITHIN
PENTHOUSE
1
C-6
PENTHOUSE CONCEALMENT DETAILS
SCALE: 1/2"=1'-0"
NOTE:
PROPOSED FRAMING AND ATTACHMENT DETAILS
NOT SHOWN FOR CLARITY.
3'-0"
6'-0" 2"
2'-10"
3'-0"
2'-10"
FRONT VIEW LEFT SIDE VIEW
TOP VIEW
FRONT VIEW LEFT SIDE VIEW
TOP VIEW
6'-0" 2"
2'-6"
2'-10"
2'-6" 2'-10"
2'-0"
5"
1'-1"
6'-8"
6"
4'-8"
5'-8"
7'-8"
6'-8"
6"
4'-2"
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
UTILITY NOTIFICATION CENTER
Know what's below.
Call before you dig.
TOLL FREE 1800-227-2600
1
C-7
RBA72 CABINET DETAIL
SCALE: 3/4"=1'-0"
4" 2'-6"
1'-6"
6" MIN. (TYP)
4" MIN. TO SECONDARY ELECTRIC
12" MIN. TO PRIMARY ELECTRIC
NOTES:
1. CONTRACTOR TO ORDER HANDHOLE
BOX WITH THE CORRECT NUMBER AND
SIZE OF KNOCKOUTS NEEDED.
2. VERIFY DIMENSIONS OF UNIT.
24"
26"
30"
BOX
COVER
37 5/8"
35 3/8"
6" MIN.
8" (V.I.F.)
3M FIRESTOP SEALANT CP25WB + CAULK
OR EQUAL 1" THICK MINIMUM,
APPLY FLUSH WITH WALL (BOTH SIDES)
APPROVED FIRE SAFE INSULATION,
TIGHTLY PACKED (PRE-MOLDED
CALCIUM SILICATE OR ROCK WOOL)
STEEL SLEEVE GROUTED SOLID
IN CORE, FLUSH WITH WALL
(1" OR GREATER DIAMETER THAN
CONDUIT)
NEW EMT CONDUIT
(TYP FOR ELECTRIC)
EXISTING CONCRETE WALL
CORE DRILL OPENINGS THROUGH
MASONRY WALL. DIAMETER TO BE
VERIFIED IN FIELD. DO NOT CUT
THRU STEEL REINFORCING.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
F F F F F F F F F F F F F F F F F F F F
F F F F F F F
6" MIN.
E E E E E E E E E E E E E E
E
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
POWER & FIBER
ROUTING DETAILS
C-9
15
PROPOSED CONCEALMENT
CHASE FOR FIBER ROUTING UP
SIDE OF BUILDING
(MATCH EXISTING DOWNSPOUT)
EXISTING BUILDING
PROPOSED FIBER IN 2" EMT
CONDUIT FROM BASE OF BUILDING
TO EQUIPMENT CABINET
PROPOSED FIBER IN 2" PVC CONDUIT FROM
VAULT TO BASE OF BUILDING
2
C-9
PROPOSED FIBER ROUTING ELEVATION
SCALE: N.T.S.
NOTE:
1. ALL SUPPORT/ANCHOR HARDWARE TO BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL.
2. VERIFY PLACEMENT DOES NOT BLOCK EXISTING WINDOWS ON
BUILDING.
3
C-9
POWER CONDUIT DETAIL
N.T.S.
F F F F F
F F F F F F
12'-0"
12'-0"
2'-4" (TYP)
2'-4" (TYP)
1'-6"
(TYP)
3'-0" (TYP)
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
SCREEN
DETAILS
C-10
16
1
C-10
ANTENNA SCREEN - SECTOR A & C
N.T.S.
PROPOSED ANTENNA CONCEALMENT
WALL (PAINT TO MATCH PRIMARY
BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
PROPOSED OVP MOUNTED TO
CUSTOM MOUNT (TYP)
PROPOSED VERIZON ANTENNA
MOUNTED TO CUSTOM MOUNT
(TYP OF 6)
PROPOSED VERIZON RRH MOUNTED TO
CUSTOM MOUNT (TYP OF 4)
2
C-10
ANTENNA SCREEN - SECTOR B
N.T.S.
F F F F F F
F F F F F F F F F
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
ANTENNA
PLAN
A-1
17
A-1 350° 39'-5" TBD 95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS - -
HYBRID 6x12 90 FT.
A-2
A-3
B-1
B-2
B-3
G-1
G-2
G-3
ANTENNA & CABLE SCHEDULE
SECTOR AZIMUTH
MOUNTING
HEIGHT
ANTENNA MODEL TECHNOLOGY ANTENNA SPECIFICATIONS
MECHANICAL
DOWNTILT
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
GAMMA BETA ALPHA
COMMSCOPE
NHH-45C-R2B
(SHARED HYBRID) -
16.5"
29.5"
12.6"
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
OVP & MOUNTING
DETAILS
A-2
18
FRONT VIEW SIDE VIEW
NOTE:
FOR HYBRID CABLE RUNS OVER 262', THE CONTRACTOR IS TO
ADD BRIDGE KIT MODEL# RM-3315-WB-KIT & 3315-WB-KIT.
MOUNTING
BRACKET
1
A-2
OVP DETAIL
N.T.S.
BOTTOM VIEW
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
M
LOAD CENTER
PROPOSED 200A
LOAD CENTER
EXISTING 120/208 V
3Ø 500kVA TRANSFORMER
(FAULT = TBD)
PROPOSED 3" PVC CONDUIT
WITH (4) 3/0 CU CONDUCTORS
(LENGTH = ±80'-0")
PROPOSED 200A
METER MAIN
PROPOSED (4) 3/0 CU CONDUCTORS &
(1) #6 CU GROUND IN TBD EMT CONDUIT
(LENGTH = ±200-0")
1
E-1
ONE-LINE DIAGRAM
N.T.S
2
E-1
ILC PANEL SCHEDULE
N.T.S
ONE-LINE DIAGRAM &
PANEL SCHEDULE
E-1
19
GROUND
ROD
BLDG
STEEL
WATER
ET
E E E
E E E
E E E E
E E E
E E E
E E E E
E
E E E
E
F F F
F F F F F F F
F
F F F
F F F F
E
SS SS SS SS SS SS SS SS SS SS
E
E E
E E
E E E E
E E E E E E
SD SD SD SD SD SD SD SD SD SD SD SD SD
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
1
U-1
UTILITY PLAN
SCALE: 1/16"=1'-0"
UTILITY PLAN
U-1
20
1/16 inch = 1 ft.
( IN FEET )
F F F
F F F F F
F F F
E E
E E E E
F F
F F F F F F
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
N
1
G-1
GROUNDING PLAN
SCALE: 1/2"=1'-0"
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
GROUNDING
PLAN
G-1
21
GROUND ROD W/ ACCESS
XIT GROUND ROD
5/8" GALVANIZED GROUND ROD
MECHANICAL TYPE CONNECTION
CADWELD TYPE CONNECTION
GROUND SYMBOLS:
GROUNDING WIRE
PROPOSED CADWELD (TYP)
PROPOSED BATTERY CABINET
PROPOSED MASTER GROUND BAR
TYPE NC
TYPE GT
TYPE GL LUG TYPE HA
TYPE GR TYPE VS
TYPE HS TYPE SS
TYPE XA
TYPE PT
(2)
(3)
(5)
(4) (1)
MGB 2 EM SGC424-VZW OR EQUAL
GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW).
INSULATORS, BY HARGER CAT. #5263-A5.
5/8 " LOCKWASHERS, STAINLESS STEEL.
WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2.
5/8-11x3" H.H.C.S. BOLTS, STAINLESS STEEL.
(2)
(3)
(4)
(5)
(1)
LEGEND
OR EQUAL
REMARKS
EM SGC412-VZW
CAT. NO.
ELECTRIC MOTION COMPANY
MANUFACTURER
CGB 3
TYPE QTY.
GROUND BAR SCHEDULE
ELECTRIC MOTION COMPANY
"GALV STEEL" STEEL
STAMPED ON EITHER END
CADWELD AT TWO LOCATIONS
3'-6"
FINISHED GRADE
1'-0"
36"
THREADED PVC
PIPE CAP
2" SLOTTED HOLE (TYP)
5/8"X10'-0" GALVANIZED
GROUND ROD.TOTAL DEPTH IN
SOIL TO BE 8'-0" MIN.
EXOTHERMIC
CAD WELD
(2) #2 AWG BARE SOLID
GROUND WIRE
6" Ø PVC PIPE
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
SB
ICV
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP VP
SB
ICV
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP
VP VP
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
1
L-1
LANDSCAPING PLAN - EXISTING
SCALE: 1"=10'-0"
S
ET
D
VP
VP
VP
D
S
ET
D
VP
VP
VP
D
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
N
1
L-2
LANDSCAPING PLAN - EXISTING
SCALE: 1"=10'-0"
LANDSCAPING PLAN
(CONTINUED)
L-2
24
2
L-2
LANDSCAPING PLAN - PROPOSED
SCALE: 1"=10'-0"
EXISTING WALKWAY
NOTE:
1. A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE PLANTED. FAILURE
TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY
OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING
OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
2. ALL EXISTING TREES TO REMAIN AND BE PROTECTED.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
1 inch = 10ft.
( IN FEET )
GRAPHIC SCALE
10 0 5 10 20 40
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
1 inch = 10ft.
( IN FEET )
GRAPHIC SCALE
10 0 5 10 20 40
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED UNDERGROUND
POWER ROUTE TO EXTERIOR OF
BUILDING IN 3" CONDUIT
(LENGTH = 80'-0")
EXISTING 500kVA, 120/208V, 3ɸ TRANSFORMER
PROVIDED BY FTC L&P
PROPOSED 5'-0" WIDE UTILITY
EASEMENT - PROPERTY OWNER TO
VERIZON
EXISTING TREE
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
PARKING LOT
EXISTING
PARKING LOT
EXISTING TREE
EXISTING WALKWAY
LANDSCAPING PLAN
L-1
23
ANY DISTURBED ORNAMENTAL
GRASS, IRRIGATION, AND LANDSCAPE
ROCK TO BE REPLACED AFTER
CONSTRUCTION
2
L-1
LANDSCAPING PLAN - PROPOSED
SCALE: 1"=10'-0"
EXISTING ORNIMENTAL
GRASS (TYP)
EXISTING WALKWAY
EXISTING
BUILDING
EXISTING SIDEWALK
EXISTING ORNIMENTAL
GRASS (TYP)
EXISTING WALKWAY
EXISTING SIDEWALK
EXISTING ORNAMENTAL GRASS TO BE
REMOVED AND REPLACED FOR FIBER
CONDUIT INSTALLATION (TYP)
EXISTING
BUILDING
NOTE:
1. A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE PLANTED. FAILURE
TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY
OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING
OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
2. ALL EXISTING TREES TO REMAIN AND BE PROTECTED.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
UNDERGROUND MEET POINT TO BE
COORDINATED WITH FIBER PROVIDER
1 inch = 10ft.
( IN FEET )
GRAPHIC SCALE
10 0 5 10 20 40
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
1 inch = 10ft.
( IN FEET )
GRAPHIC SCALE
10 0 5 10 20 40
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
EXISTING ORNAMENTAL GRASS TO
BE RELOCATED TO THE SOUTH
FOR FIBER BOX INSTALLATION
N
APPROXIMATE LOCATION FOR
RELOCATED ORNAMENTAL GRASS
ANY DISTURBED ORNAMENTAL
GRASS, IRRIGATION, AND LANDSCAPE
ROCK TO BE REPLACED AFTER
CONSTRUCTION
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
CABLE TO ANTENNA
CABLE GROUNDING
CLAMP KIT
#6 AWG GREEN INSULATED
COPPER GROUNDING
CONDUCTOR
CABLE TO EQUIPMENT
3M SCOTCH SUPER 33+ VINYL
ELECTRICAL TAPE
(OR APPROVED EQUAL)
PROPOSED COAX
VAPOR WRAP SEALANT
COAX TO JUMPER
CONNECTION
PROPOSED JUMPER
2
G-2
TYPICAL CABLE GROUNDING
SCALE: N.T.S.
4
G-2
WEATHERPROOFING DETAIL
SCALE: N.T.S.
5
G-2
TYPICAL CADWELD TYPE CONNECTIONS
SCALE: N.T.S.
6
G-2
GROUND BAR DETAIL
SCALE: N.T.S.
EACH ANTENNA SECTOR (TYP)
COAX TYP.
#6 THWN GREEN
INSULATED (TYP)
SECTOR AGB
#2 AWG SOLID BTCW
#2 AWG SOLID BTCW
#2 AWG SOLID BTCW
HYBRIFLEX AND COAX GROUND
KIT #6 THWN GREEN INSULATED
MGB AT
EQUIPMENT PLATFORM
(2) #2 AWG SOLID BTCW
EXISTING GROUND
ROD AT GRADE
ANTENNA
RRH
MOUNTING
ANTENNA
MOUNTING
MOUNTING
ANTENNA
MOUNTING
OVP
RRH
RRH
3
G-2
GROUND ROD DETAIL
SCALE: N.T.S.
1
G-2
GROUNDING RISER DIAGRAM
SCALE: N.T.S.
GROUNDING
DETAILS
G-2
22
RRH ANTENNA
PROPOSED EQUIPMENT CABINET
PROPOSED (2)-#2 BARE TINNED
SOLID COPPER GROUND WIRE
ROUTED DOWN TO PROPOSED
GROUND ROD AT GRADE
PROPOSED 5/8"Øx10'-0"
GROUND ROD BURIED
36" BELOW GRADE
(SEE DETAIL 3/G-2)
PROPOSED GROUND WIRE FROM
EQUIPMENT CABINET TO MASTER
GROUND BAR (TYP)
PROPOSED (2)-#2 GREEN THHN
GROUND WIRE TO MASTER GROUND
BAR AT EQUIPMENT PLATFORM
(TYP PER SECTOR)
PROPOSED SECTOR
GROUND BAR (TYP)
PROPOSED #6 AWG GROUND
WIRE TO OVP (TYP)
PROPOSED #6 AWG GROUND
WIRE TO RRH'S (TYP)
PROPOSED #6 AWG GROUND
WIRE TO ANTENNA (TYP)
PROPOSED VERIZON ANTENNA
MOUNTED BEHIND SCREEN WALL
(TYP OF 3)
PROPOSED VERIZON ENCLOSURE
PROPOSED (2)-#2 GREEN THHN
GROUND WIRE TO MASTER
GROUND BAR AT EQUIPMENT
PLATFORM
PROPOSED VERIZON RRH MOUNTED TO
BACKSIDE OF PARAPET WALL
(TYP OF 2)
PROPOSED VERIZON OVP MOUNTED TO
BACKSIDE OF PARAPET WALL
PROPOSED VERIZON RRH MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 4)
PROPOSED VERIZON OVP MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 2)
NOTE:
1. ALL CABLES ASSOCIATED WITH
THEINSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
PROPOSED 200A,3ɸ NEMA 3R
DISCONNECT (MOUNTED TO
WALL BELOW METER)
PROPOSED 200A METER MAIN
MOUNTED TO WALL
GRAPHIC SCALE
16 0 8 16 32 64
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
EXISTING
BUILDING
UTILITY PLAN SCHEDULE
QUANTITY
1
POWER NOTES:
1. SERVICE SHALL BE 120/208V, 3ɸ, 3W, 200A
2. CONTRACTOR TO COORDINATE INSPECTION AND PLACEMENT OF METER
WITH THE LOCAL UTILITY COMPANY:
FTC L&P
CONTACT:
PHONE:
W.O. NUMBER: TBD
ITEM LENGTH PROVIDED BY INSTALLED BY
TRANSFORMER - FTC L&P FTC L&P
DESCRIPTION
EXISTING
120/208V, 3ɸ, 3W, 500kVA
1 CONDUITS - LINE TO METER 3" PVC 80'± CONTRACTOR
3 CONDUCTORS - LINE TO METER (4) - 3/0 CU CONDUCTORS 85'± CONTRACTOR
CONTRACTOR
CONTRACTOR
1 METER SOCKET TYP - CONTRACTOR CONTRACTOR
1 METER TYP - FTC L&P FTC L&P
PROPOSED (4) - 3/0 AWG CU
CONDUCTORS IN 3" CONDUIT
(LENGTH = 80'-0")
PROPOSED 200A METER MAIN
FAULT: X,XXXA (L-L)
POWER FROM EXISTING 500kVA, 120/208V, 3ɸ
TRANSFORMER PROVIDED BY FTC L&P
PROPOSED 200A, 3ɸ, NEMA 3R DISCONNECT
FAULT: X,XXXA (L-L)
2 200A, 3ɸ DISCONNECT TYP - CONTRACTOR CONTRACTOR
PROPOSED ELECTRICAL RUN
ACROSS BUILDING ROOFTOP FROM
DISCONNECT TO EQUIPMENT CABINET
(LENGTH = 270'-0")
Know what's below.
Call before you dig.
POTHOLE TO VERIFY STORM & SEWER
LOCATIONS & DEPTH PRIOR TO CONSTRUCTION
PROPOSED ROOF PENETRATION
(SEE DETAIL 6/C-8)
PROPOSED WALL PENETRATION
(SEE DETAIL 7/C-8)
MAIN
PROPOSED #6 CU SERVICE
ENTRY GROUND
PROPOSED 200A METER
DISCONNECT
PANEL CIRCUIT
AND
LOAD SCHEDULE
LOAD LOAD PER PHASE (VA)
PHASE
A B C
DESCRIPTION
QTY.
UNIT
V.A.
LOADS
CONTINUOUS
LOADS
N0N-CONTINUOUS
TRIP
POLES
WIRE SIZE
A.I.C.
10,000 THHN
WIRE TYPE
- -
10,000 THHN
10,000 THHN
10,000 THHN
SUBTOTAL
CONTINUOUS
4222
- - -
VOLTAGE: 120/208 CYCLE: 60 PHASE: 3 WIRE: 4
NEUTRAL: 200 AMPS
MAIN BREAKER: 200 AMP FRAME
MAIN LUGS: AMPS
MAINS: TOP BOTTOM
A.I.C.: 22000 TRIP: 200 AMPS
MAIN COPPER BUS: 200 AMPS
X
SERVICE:
DESIGNATION:
LOCATION:
LOAD PER PHASE (VA) LOAD
PHASE
A B C
DESCRIPTION
QTY.
UNIT
V.A.
LOADS
CONTINUOUS
LOADS
N0N-CONTINUOUS
TRIP
POLES
WIRE SIZE
A.I.C.
THHN 10,000
WIRE TYPE
- -
SUBTOTAL
CONTINUOUS
9580 8180 TOTAL
5200
9422
120/208 VAC
N/A
N/A
NO EQUAL: APPROVED EQUAL:
MOUNTING: SURFACE: X FLUSH:
TOTAL KVA
CONTINUOUS x 1.25
TOTAL KVA
NON-CONTINUOUS
TOTAL KVA
TOTAL AMPS
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
200A
S
G
S
N
#4 TEMP.
BOND
#TBD #TBD
120/208 VAC 3Ø 200 AMP
SERVICE SUPPLIED & INSTALLED
BY SITE ELECTRICAL CONTRACTOR
4380 2980
X
1400
1400
1400
HVAC #1
RECTIFIER #5
RECTIFIER #6
RECTIFIER #7
RECTIFIER #8
SPARE
SPARE
SPARE
HVAC #2
1400
1
1400
1400
1400
- -
- -
- -
1
1
1
1
1
1400
1400
1400
1400
1000
1000
1000
1000
1400
1400
1400
1400
1400
1000
1000
1000
1000
1400
1400
1
1
1
RECTIFIER #1
1400
1400
RECTIFIER #2
RECTIFIER #3
1400
1400
RECTIFIER #4
-
1
1400
1400
GFCI RECEPTACLES
SPARE -
180
SPARE
TELCO BOX RECEP.
LIGHT
SPARE
SPARE
-
180
22
-
-
1
1
1
1400
1400
1400
1400
1400
1400
1400
1400
180
180
22
-
-
- -
- - -
-
- - -
- - -
- - -
5200 5200 33.98
0
33.98
94.2
X 30A 2 10 X
X 30A 2 10 10,000 THHN
X 30A 2 10 10,000 THHN
X 30A 2 10 10,000 THHN
- -
- -
- -
X
X
X
- -
- -
10 2 30A
THHN 10,000 10 2 30A X
THHN 10,000 10 2 30A X
THHN 10,000 10 2 30A X
THHN 10,000 12 2 20A X
THHN 10,000 12 2 20A X
20A 1 12
20A 1 12
20A 1 12
TBD - -
TBD - -
(SHARED HYBRID) -
170° TBD - -
HYBRID 6x12 80 FT.
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
230° TBD - -
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
HYBRID 6x12 90 FT.
37'-0"
1
A-1
ANTENNA PLAN
SCALE: 1/2"=1'-0"
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED VERIZON OVP MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 1 PER SECTOR, 4 TOTAL)
N
PROPOSED VERIZON ANTENNA MOUNTED
TO CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 6)
SECTOR A
VZW ANTENNA AZ= 350°
SECTOR B
VZW ANTENNA AZ= 170°
SECTOR C
VZW ANTENNA AZ= 230°
350°
350°
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
39'-5"
39'-5"
39'-5"
170°
170°
37'-0"
37'-0"
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
230° 39'-5"
230° 39'-5"
(2) PROPOSED RRH(S) MOUNTED TO BASE OF
ANTENNA MOUNT PIPE (TYP PER SECTOR)
PROPOSED CUSTOM MOUNT
BEHIND PENTHOUSE
(FINAL DESIGN TBD)
PROPOSED CUSTOM CONCEALMENT
(FINAL DESIGN TBD)
PROPOSED ANTENNA CONCEALMENT
(CONCEALMENT TO MATCH EXISTING
BUILDING STUCCO)
PROPOSED PENTHOUSE
(PENTHOUSE TO MATCH EXISTING
BUILDING SIDING)
PROPOSED VERIZON ANTENNA MOUNTED
TO EXTERIOR WALL BEHIND CONCEALMENT
(TYP OF 3)
NOTE:
1. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
PROPOSED OVP MOUNTED TO
PARAPET WALL
PROPOSED VERIZON RRH MOUNTED TO
PARAPET WALL (TYP OF 2)
PROPOSED VERIZON ANTENNA
MOUNTED TO BACK OF PARAPET WALL
(TYP OF 3)
NOTE:
1. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
ANCHOR TO WALL WITH (2) HILTI
3/8"X3-1/2" (EMBEDMENT) HIT
THREADED ROD WITH HIT HY-150
INJECTION ADHESIVE
EMT CONDUIT FOR POWER
CONDUIT CLAMP
P1000 UNISTRUT
(6'-0" O.C.)
PROPOSED 200A METER MAIN
MOUNTED TO EXTERIOR WALL
PROPOSED 200A METER
DISCONNECT MOUNTED TO
EXTERIOR WALL
PROPOSED POWER IN 2" PVC CONDUIT
ROUTED UP THROUGH STAIRWELL FROM
METER MAIN TO EQUIPMENT CABINET
(SEE DETAIL 3/C-9)
PROPOSED POWER IN 3" EMT CONDUIT FROM
XFMR TO DISCONNECT
1
C-9
PROPOSED POWER ROUTING ELEVATION
SCALE: N.T.S.
PROPOSED ROOF PENETRATION
(SEE DETAIL 6/C-8)
PROPOSED WALL PENETRATION
(SEE DETAIL 7/C-8)
EXISTING WALL
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
CONSTRUCTION DETAILS
(CONTINUED)
C-8
14
NOTES:
1. FOR EMT CONDUIT, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 10' O.C.
2. FOR COAX, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 3' O.C.
PROPOSED 4" CONDUIT CLAMP
PROPOSED 4" EMT CONDUIT FOR
HYBRIFLEX CABLE
PROPOSED COOPER DURA BLOK
DB10-36 ROOFTOP SUPPORT
2
C-8
HYBRIFLEX CONDUIT DETAIL
N.T.S.
3
C-8
FIBER & POWER CONDUIT DETAIL
N.T.S.
NOTES:
1. FOR EMT CONDUIT, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 10' O.C.
2. FOR COAX, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 3' O.C.
PROPOSED COOPER DURA BLOK
DB10 ROOFTOP SUPPORT
PROPOSED 2" CONDUIT
FOR FIBER
PROPOSED 2" CONDUIT CLAMP
PROPOSED 2" CONDUIT
FOR POWER
PROPOSED 2"
CONDUIT CLAMP
NOTE:
SEPARATION DIMENSIONS TO BE VERIFIED WITH
LOCAL UTILITY COMPANY REQUIREMENTS.
4
C-8
UTILITY TRENCH DETAIL
N.T.S.
5
C-8
PULLBOX DETAIL
N.T.S.
FINISHED GRADE OR PAVING.
MATCH SLOPE AND THICKNESS OF
EXISTING CONDITIONS
3"Ø SCH 40 PVC
POWER CONDUIT
(AS REQUIRED)
BACKFILL (SAND OR NATIVE
SOIL) PER ASTM STANDARDS
UNDISTURBED SOIL
UTILITY WARNING TAPE
2"Ø SCH 40 PVC FIBER
CONDUIT
(AS REQUIRED)
0.5 CDF SKID
RESISTANT SURFACE
5/8"x4"
PULL SLOT
MAKE: HUBBELL 24"X36" FRP
STRAIGHT WALL
MODEL: B16243630A
LIFTING
INSERTS (4)
NOTE:
1. ALL SUPPORT/ANCHOR HARDWARE TO BE HOT DIPPED
GALVANIZED OR STAINLESS STEEL.
2. VERIFY PLACEMENT DOES NOT BLOCK EXISTING WINDOWS ON
BUILDING.
1
C-8
FIBER CONDUIT DETAIL
N.T.S.
ANCHOR TO WALL WITH (2) HILTI
3/8"X3-1/2" (EMBEDMENT) HIT
THREADED ROD WITH HIT HY-150
INJECTION ADHESIVE
PROPOSED CHASE CONCEALMENT
(TO MATCH EXISTING DOWNSPOUT)
EMT CONDUIT FOR FIBER
CONDUIT CLAMP
P1000 UNISTRUT
(6'-0" O.C.)
6
C-8
ROOF PENETRATION DETAIL
N.T.S.
7
C-8
WALL PENETRATION DETAIL
N.T.S.
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
2
C-7
RBA72 BATTERY CABINET DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
3
C-7
CABINET PLINTH DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
CONSTRUCTION
DETAILS
C-7
13
NOTE:
1. VERIFY INTEGRITY OF EXISTING
ROOF MEMBRANE PRIOR TO
PLACING PROPOSED EQUIPMENT
NOTE:
DEKA FAHRENHEIT HT200ET BATTERY (OR APPROVED EQUAL)
WEIGHT: 151 LBS
4
C-7
BATTERY DETAIL
N.T.S.
NOTE:
MAXIMUM (240) DEKA
FAHRENHEIT HT200ET
BATTERIES TO BE INSTALLED
(UP TO 62.16 GALLONS OF
ELECTROLYTE)
(2) PROPOSED 1/2" THICK RUBBER MATS BENEATH
STEEL PLINTH TO PROTECT ROOF SURFACE
(CUT TO MATCH DIMENSION OF PLATE)
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
2
C-6
SECTOR B CONCEALMENT DETAILS
SCALE: 1/2"=1'-0"
PROPOSED ANTENNA WITHIN
CONCEALMENT
PROPOSED ANTENNA CONCEALMENT
(CONCEALMENT TO MATCH EXISTING
BUILDING STUCCO)
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
NOTE:
1. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
TOP OF STRUCTURE
47'-0" AGL
GRADE
0'-0" AGL
TOP OF STRUCTURE
47'-0" AGL
1/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
8 0 4 8 16 32
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
TOP OF EXISTING STRUCTURE
45'-2" AGL
PROPOSED VERIZON RAD CL
37'-0" AGL
TOP OF EXISTING STRUCTURE
47'-0" AGL
GRADE
0'-0" AGL
TOP OF EXISTING STRUCTURE
45'-2" AGL
1/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
8 0 4 8 16 32
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED ANTENNA CONCEALMENT
(TYP OF 3 , PAINT TO MATCH)
NOTE:
1. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
GRADE
0'-0" AGL
TOP OF PARAPET
34'-8" AGL
TOP OF STRUCTURE
47'-0" AGL
TOP OF PARAPET
34'-8" AGL
TOP OF STRUCTURE
47'-0" AGL
1/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
8 0 4 8 16 32
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED 200A METER MAIN
MOUNTED TO EXTERIOR WALL
PROPOSED 200A METER
DISCONNECT MOUNTED TO
EXTERIOR WALL
PROPOSED POWER IN 2" PVC CONDUIT
ROUTED UP THROUGH STAIRWELL FROM
METER MAIN TO EQUIPMENT CABINET
(SEE DETAIL 3/C-9)
1. LENGTHS ARE ESTIMATES; CONTRACTOR AND/OR CONSTRUCTION MANAGER SHALL FIELD VERIFY ALL LENGTHS PRIOR
TO ORDERING.
2. ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH THE RF DEPARTMENT
PRIOR TO INSTALLING ANY ANTENNAS.
SIZE
6x12 HYBRIFLEX
B 170°
C 230°
COAX
HYBRIFLEX
1/2"
6x12
1
1
90'
SECTOR A
VZW ANTENNA AZ= 350°
SECTOR C
VZW ANTENNA AZ= 230°
PROPOSED SLEEPERS (TYP)
(SEE SHEET C-8 FOR MORE DETAIL)
(2) PROPOSED HYBRID CABLES FROM
EQUIPMENT CABINET TO ROOFTOP OVP'S
(SEE SHEET C-8 FOR MORE DETAIL)
PROPOSED 10'X10' LEASE AREA
BY VERIZON
PROPOSED EQUIPMENT CABINET (TYP OF 2)
(SEE SHEET C-7 FOR MORE DETAIL)
PROPOSED TRAFFIC PAD
(TYP)
PROPOSED FIBER IN CONDUIT ACROSS
ROOF TO CABLE TRAY
PROPOSED VERIZON 8' ANTENNA MOUNTED WITHIN PENTHOUSE
(TYP OF 6, SECTOR A & C ONLY)
PROPOSED OVP MOUNTED TO BASE OF ANTENNA MOUNT PIPE
(TYP)
(2) PROPOSED RRH(S) MOUNTED TO BASE OF ANTENNA MOUNT PIPE
(TYP OF 4)
EXISTING ACCESS HATCH
PROPOSED ANTENNA PENTHOUSE
(SEE SHEET C-6 FOR MORE DETAIL)
50'
90'
PROPOSED ACCESS HATCH
(FINAL DESIGN TBD)
B 170° 80' 1 6x12 HYBRIFLEX
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
1/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
4 0 2 4 8 16
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED POWER IN 2" EMT CONDUIT FROM
BASE OF BUILDING TO EQUIPMENT CABINET
NOTE:
1. ALL CABLES ASSOCIATED WITH
THE INSTALLATION OF WIRELESS EQUIPMENT
SHALL BE FULLY SCREENED FROM PUBLIC VIEW
USING THE MOST DISCREET CAMOUFLAGE
TECHNIQUES POSSIBLE.
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
3/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 4 6 8 10
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED ANTENNA CONCEALMENT
(TYP) (PAINT TO MATCH)
VP
VP VP
VP VP
D
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
N
1
Z-1
SITE PLAN
SCALE: 1"=20'-0"
SITE PLAN
Z-1
6
PROPOSED VERIZON 8' ANTENNA MOUNTED
WITHIN PENTHOUSE
(TYP OF 3 PER SECTOR, SECTOR A & C ONLY)
PROPOSED ANTENNA PENTHOUSE SHROUD
(SEE SHEET C-6 FOR MORE DETAIL)
PROPOSED OVP
(TYP OF 1 PER SECTOR)
PROPOSED 10'X10' LEASE AREA
BY VERIZON
PROPOSED EQUIPMENT CABINET (TYP OF 2)
(SEE SHEET C-7 FOR MORE DETAIL)
PROPOSED FIBER VAULT
(SEE DETAIL 5/C-8)
10' UTILITY AND ACCESS EASEMENT -
PROPERTY OWNER TO VERIZON"
PROPOSED FIBER RUN
(UNDERGROUND TO SIDE OF BUILDING)
2
PH-2
2
PH-1
(2) PROPOSED, (2) FUTURE RRH(S)
(TYP PER SECTOR)
5' UTILITY EASEMENT - PROPERTY
OWNER TO VERIZON"
EXISTING 30'-0" WIDE EMERGENCY
ACCESS, PUBLIC ACCESS, UTILITY
AND DRAINAGE EASEMENT.
RECEPTION # 20160069113
EXISTING 8'-0" WIDE UTILITY AND DRAINAGE
EASEMENT. RECEPTION # 20160069113
EXISTING PUBLIC ACCESS
EASEMENT. RECEPTION #
20160069113
EXISTING 15'-0" WIDE UTILITY
AND DRAINAGE EASEMENT.
RECEPTION # 20160069113
EXISTING 5'-0" WIDE NON-VEHICULAR
PUBLIC ACCESS EASEMENT.
RECEPTION # 20160069113
EXISTING 5'-0" WIDE UTILITY AND
DRAINAGE EASEMENT. RECEPTION
# 20160069113
EXISTING STORM DRAIN PIPE
(TYP)
EXISTING GAS LINE
(TYP)
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
EXISTING ROOFTOP ACCESS HATCH
EMERGENCY POINT OF EXIT
EXISTING ADDRESS
MOUNTED TO WALL
2
C-3
2
C-5
2
C-4
1 inch = 20ft.
( IN FEET )
GRAPHIC SCALE
20 0 10 20 40 80
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
NOTE:
1. A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE PLANTED. FAILURE
TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY
OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON
CERTIFICATE OF OCCUPANCY.
2. ALL EXISTING TREES TO REMAIN AND BE PROTECTED.
3. ALL CABLES ASSOCIATED WITH THE INSTALLATION OF
OF WIRELESS EQUIPMENT SHALL BE FULLY SCREENED
FROM PUBLIC VIEW USING THE MOST DISCREET
CAMOUFLAGE TECHNIQUES POSSIBLE.
4. UTILITIES REFRENCED FROM THE SLAB PROPERTY
DRAWINGS BY NORTHERN ENGINEERING RECORDED
ON 6-6-17. CONTRACTOR TO VERIFY PRIOR TO
BEGINNING CONSTRUCTION.
5. SEWER MAIN REFRENCED FROM CITY OF FORT
COLLINS STORMWATER ENGINEERING &
DEVELOPMENT REVIEW DIVISION MAPPING SYSTEM.
CONTRACTOR TO VERIFY PRIOR TO BEGINNING
CONSTRUCTION.
PROPOSED UNDERGROUND POWER RUN FROM
EXISTING TRANSFORMER TO NEW ELECTRICAL
METER MAIN ON SIDE OF BUILDING
(SEE DETAIL 3/C-8)
5' UTILITY EASEMENT - PROPERTY
OWNER TO VERIZON"
PROPOSED ELECTRICAL RUN
ACROSS BUILDING ROOFTOP FROM METER
MAIN TO EQUIPMENT CABINET
FIBER RUN TO BE PLACED 2' (MIN)
FROM STORM LATERAL
POTHOLE TO VERIFY STORM & SEWER
LOCATIONS & DEPTH PRIOR TO CONSTRUCTION
APPROXIMATE LOCATION OF STORM
DRAIN (SEE NOTE 4/SHEET Z-1)
APPROXIMATE LOCATION OF STORM
DRAIN (SEE NOTE 4/SHEET Z-1)
APPROXIMATE LOCATION OF WATER
SERVICES (SEE NOTE 4/SHEET Z-1)
POTHOLE TO VERIFY STORM LOCATION &
DEPTH PRIOR TO CONSTRUCTION
APPROXIMATE LOCATION OF
STORM DRAIN (SEE NOTE 4)
APPROXIMATE LOCATION OF SEWER
MAIN (SEE NOTE 5/SHEET Z-1)
STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED
LANDSCAPE CONTRACTOR.
4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL
FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS
FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN
APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
5. SUBJECT TO APPROVAL BY THE CITY FORESTER - STREET TREE LOCATIONS MAY BE
ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN
TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE
OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED
UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
TREE PROTECTION NOTES:
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 DISTRUBANCE.
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 BUISNESS
THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY
CODE.
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 (1/2) 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," RAHTER 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.
GENERAL LANDSCAPE NOTES:
1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY
DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE
SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS.
ALL TREES SHALL BE BALL AND BURLAP EQUIVALENT.
2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND
TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION
PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES
DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,
INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE)
IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH
THE IRRIGATION IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET
THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO
BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED
BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL
OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE
INCORPORATED INTO THE CONSTRUCTION PROCESS.
3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING
REVEGETATION AND LANDSCAPING.
4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN
ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS,
INCLUDING PARKWAYS AND MEDIANS, SHALL BE TOUGHLY LOOSENED TO A DEPTH OF NOT
LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED
INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING,
DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF
SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO
THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE
SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN
THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS
SET FORTH IN SECTION 12-132.
5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO
SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK
ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE
EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER
OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF
THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING IN SUCH PHASE.
6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER
LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF
THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE
DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND
SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS
IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS,
WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL
BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND
CONDITION.
7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL
BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPERATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS.
15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS.
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES.
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER, AND SANITARY AND STORM SEWER LINES.
4 FEET BETWEEN TREES AND GAS LINES.
9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
TAN-ANTENNAS
RED-PENETRATIONS
UMBER-NEW WORK
UTILITY EASEMENT
BLUE
#1-HYBRID
CABLES/COAX
BLUE GRAY#1-
ACCESS/UTILITY
PURPLE #1-
LEASE AREA
BLUE #2-RRHS GRAY-WALL HATCH
GREEN-DC POWER GREY-EXISTING
SKYLIGHT HVAC UNIT
AC
SECURITY CAMERA VENT PIPE
VP
BOLLARD COMM DISH
2
GENERAL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND
REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC
AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL
AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY
CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR
PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL
NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF
THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE
IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL
REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS,
EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL
BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY
THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
7. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY
DETAIL" BY RLF CONSULTING, DATED 03/22/19.
8. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER
RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED.
9. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP
ACCESS REQUIRED).
11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY
SERVICE.
12. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
13. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING
PRIOR TO INSTALLATION.
14. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET TIA-222-G AS PER IBC 2015
REQUIREMENTS.
15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
16. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO
EXCAVATING.
17. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND
CONTACT OWNERS REPRESENTATIVE.
18. LENGTHS ARE ESTIMATES; CONTRACTOR AND/OR CONSTRUCTION MANAGER SHALL FIELD
VERIFY ALL LENGTHS PRIOR TO ORDERING.
19. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988)
20. THE PROPOSED DEVELEPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE.
21. THE PROPOSED DEVELEPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID
WASTE RECEPTACLES.
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
CONSTRUCTION TYPE:
SHEET INDEX
T-1 TITLE SHEET
Z-1 SITE PLAN
SOUTH EQUIPMENT PLAN
NORTH ELEVATIONS
PROJECT DESCRIPTION
1. INSTALL (1) NEW ANTENNA PENTHOUSE & (3) ANTENNA CONCELAMENT SCREENS.
2. INSTALL (9) NEW 8' ANTENNAS AND (6) RRHS.
3. INSTALL CABLE TRAYS TO RUN HYBRIFLEX TO PROPOSED EQUIPMENT.
4. INSTALL (2) NEW EQUIPMENT CABINETS.
5. INSTALL (3) NEW OVPS.
6. INSTALL NEW FIBER VAULT AND RUN FIBER THROUGH EXTERIOR CONDUIT TO PROPOSED
EQUIPMENT.
7. INSTALL NEW TRAFFIC MATS ON THE ROOF
8. RUN NEW POWER TO PROPOSED EQUIPMENT.
9. INSTALL NEW COAX CABLES.
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
TITLE SHEET
T-1
1
JURISDICTION: CITY OF FT. COLLINS
ZONING: HIGH DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
APN: 9714321001
PARCEL SIZE: 62,564 S.F.
ELEVATION: 5028.7' (NAVD 88)
STRUCTURE TYPE: EXISTING STRUCTURE
STRUCTURE HEIGHT: 47'-0"± AGL
ANTENNA RAD CENTER: SECTOR A & C: 39'-5"± AGL
SECTOR B: 37'-0"± AGL
APPLICANT: VERIZON WIRELESS REAL ESTATE
APPLICANT CONTACT: BRANDON KISER
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
PH: 801-260-8700
ENGINEERING: AERO SOLUTIONS, LLC
ENGINEERING CONTACT: MATT FLECK
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: 720 279-8973
LEGAL DESCRIPTION
LOT 1, THE SLAB PROPERTY, COUNTY OF LARIMER, STATE OF COLORADO
PH-1 PHOTOSIMULATION VIEWS
PH-2 PHOTOSIMULATION VIEWS (CONTINUED)
C-2 WEST EQUIPMENT PLAN
SOUTH ELEVATIONS
WEST ELEVATIONS
CONCEALMENT DETAILS
PLANNING CERTIFICATION
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICE OF
THE CITY OF FORT COLLINS, COLORADO ON THIS _________ DAY OF
___________________________, A.D.,20____.
___________________________
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
OWNERSHIP CERTIFICATION
_________________________________
BY _________________________________
STATE OF COLORADO )
) SS.
COUNTY OF LARIMER )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _________ DAY OF
___________________________, A.D.,20____,
BY __________________________.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES:_______________________
______________________________
NOTARY PUBLIC
SITE PLAN CERTIFICATION
GN-1 GENERAL NOTES
LANDSCAPING PLAN
DRAWING SHEET:
SITE INFORMATION:
OF 24
SITE NAME:
FTC RAMS CROSSING
SITE ADDRESS:
808 W PROSPECT RD
FORT COLLINS, CO
80525
JURISDICTION:
CITY OF FORT COLLINS
SHEET NUMBER:
0 07-08-19 RPH 90% CDs
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0093
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1 08-23-19 GAC REVISED 90% CDs
GN-2 GENERAL NOTES (CONTINUED)
UTILITY PLAN
ONE-LINE DIAGRAM AND PANEL SCHEDULE
LANDSCAPING PLAN (CONTINUED)
C-1
C-3
C-4
C-5
C-6
C-7 CONSTRUCTION DETAILS
L-1
L-2
G-1
G-2
GROUNDING PLAN
GROUNDING DETAILS
ANTENNA PLAN
U-1
E-1
A-1
C-10 SCREEN DETAILS
CONSTRUCTION DETAILS (CONTINUED)
POWER & FIBER ROUTING DETAILS
C-8
C-9
A-2 OVP & MOUNTING DETAILS