HomeMy WebLinkAboutFTC UNIFY SC1, WTE (VERIZON) - FDP - FDP180013 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSFTC UNIFY SC 01
185 N. COLLEGE AVE
FORT COLLINS, CO 80524
SMALL CELL NSB
CONSTRUCTION DRAWINGS
PROJECT
AREA
SITE DIRECTIONS
FROM 3131 SOUTH VAUGHN WAY:
MERGE ONTO I-225 N, TAKE EXIT 12A TO MERGE ONTO I-70 W, KEEP RIGHT AT THE FORK TO
CONTINUE ON I-270 W, TAKE EXIT 0 TO MERGE ONTO I-25 N TOWARDS FT. COLLINS, TAKE EXIT 289
TO MERGE ONTO CO-14 W/E MULBERRY STREET TOWARD FORT COLLINS, TURN RIGHT ONTO
RIVERSIDE AVE, CONTINUE ONTO JEFFERSON STREET , SHARP LEFT ONTO N COLLEGE AVENUE,
SITE WILL BE ON YOUR RIGHT.
FORT COLLINS, COLORADO
CLIENT
PROPERTY OWNER
PICKLE JUICE, LLC
185 N. COLLEGE AVE
FORT COLLINS, CO 80524
CONTACT: DAVID FRY
PHONE: 970-484-9655
AERO SOLUTIONS, LLC
5555 CENTRAL AVE #100
BOULDER, CO 80301
CONTACT: MATT FLECK
PHONE: 720-279-8973
ENGINEER
CONSTRUCTION MANAGER
SITE ACQUISITION
RF ENGINEER
PROJECT DATA
CODE ANALYSIS
IBC 2012 (W/ LOCAL AMENDMENTS)
NEC 2014
NFPA-1 (2006)
U - UTILITY
IIB
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
CONSTRUCTION TYPE:
SHEET INDEX
T-1 TITLE SHEET
Z-1 SITE PLAN
Z-2 ENLARGED SITE PLAN
C-1 EQUIPMENT PLAN
PROJECT DESCRIPTION
1. INSTALL NEW EQUIPMENT ON ROOFTOP BEHIND EXISTING PARAPET WALL.
2. INSTALL (1) NEW CUSTOM NON-PENETRATING SLED MOUNT ON ROOFTOP NOT VISIBLE FROM
STREET VIEW.
3. INSTALL (1) NEW FAUX CHIMNEY ATTACHED TO CUSTOM SLED MOUNT MOUNT WITH CONCEALED
ANTENNA INSIDE (PAINTED TO MATCH SECOND FLOOR OF BUILDING).
4. INSTALL NEW FIBER VAULT FOR PROPOSED FIBER RUN ON STREET LEVEL.
5. RUN NEW FIBER AND POWER TO PROPOSED EQUIPMENT.
6. INSTALL NEW COAX CABLES
7. INSTALL NEW LADDER WITH CAGE FROM GROUND TO LOWER ROOF WITH SMALL LADDER FROM
TOP OF PARAPET TO LOWER ROOF(PAINTED TO MATCH WALL MOUNTED ON).
8. INSTALL NEW LADDER WITH CAGE FROM LOWER ROOF TO UPPER ROOF WITH TURNAROUND
GENERAL NOTES:
1. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN
ENTITLED "BOUNDARY DETAIL" BY RLF CONSULTING, DATED 06/03/17.
2. THE PROPOSED FACILITY WILL CAUSE "DE MINIMIS" INCREASE IN
STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE
PROPOSED.
3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE
IS NO HANDICAP ACCESS REQUIRED).
5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER
OR SANITARY SERVICE.
6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 1988).
7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF
ANY TYPE.
8. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR
STORAGE OR ANY SOLID WASTE RECEPTACLES.ANY WORK
ASSOCIATED WITH THE ROOFING MEMBRANE SUCH AS ANCHORAGE,
CONDUIT PLACEMENT, ADDED ISOLATION PADS, ETC. MUST BE
INSTALLED BY A ROOFER THAT IS APPROVED BY THE MANUFACTURER
OF THE INSTALLED ROOF MEMBRANE.
9. ACCESS SHALL BE MADE VIA PROPER AREAS EITHER THROUGH THE
ROOF HATCH.
10. FINAL WORK SHALL BE PROPERLY SEALED AND WATERTIGHT.
11. RF SIGNAGE TO BE INSTALLED AT ANY/ALL ROOF ACCESS POINTS ON
THE BUILDING.
GENERAL
NOTES
GN-1
LEGEND
W W
SS SS SS
F F F
GAS GAS GAS GAS GAS
OE OE
UT UT
X X
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
E E E
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
UTIL UTIL
V
V
V
V
S AC
AC
AC
AC AC
AC
S
S
D
ET
GM
EM
EM
AC=
SD SD
GAS
GAS
UGE
SS
F
F
E
E E E
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
UTIL UTIL UTIL UTIL UTIL
UTIL
UTIL
UTIL UTIL
AC V
AC
AC
AC=
F F F
E E E
10'-0"
5'-0"
10'-0"
10'-0"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
F F F
E E E
56'-10"
10'-0"
10'-0"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
UTIL
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
X X X X X X X X X X X X
X X X X
35'-8"
24'-8"
X X X X X X X X X X X X
X X X X
35'-8"
41'-0"
44'-4"
24'-8"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
8'-4"
8'-8"
2'-2"
8'-4"
8'-8"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
CHARLES CUBE SMALL CELL CABINET
MODEL: RL11411AN1
CABINET WEIGHT:
82LBS. (AS SHIPPED)
2'-8"
1'-11"
2'-1"
1'-0"
2'-1"
1'-10"
U.L. SYSTEM NO. CAJI150
METAL PIPE/CONDUIT THROUGH CONCRETE FLOOR OR WALL
F RATING = 3-HR
T RATING = 0-HR
TOP VIEW
A
A
SECTION A-A
MIN. 1/2" DEPTH CROWN
OF HILTI FS601 SEALANT
AT POINT OF CONTACT
PROPOSED
EMT CONDUIT
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
2'-6"
1'-6"
4"
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"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
2'-4"
1'-8"
3'-6" MIN
7" MIN
6'-0" TYP 1'-7"
7'-0" MIN
8'-0" MAX
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
10'-0 1/2"
2'-5 3/4" 1'-6 1/2"
1'-5 1/2"
3'-0 3/4"
8'-10 1/4"
9'-0 1/2"
5'-0 1/4"
1'-0 3/4"
10 1/2"
2'-0"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
10'-0"
10'-0 1/2"
2'-5"
1'-6"
1'-6"
1'-2"
1'-6 1/2"
6'- 11 1/2"
8'-5 3/4"
10'-0"
10'-0 1/2"
1'-5 1/2"
2'-5"
1'-9"
3'-8"
11"
11"
1'-9"
2'-0"
1'-5 1/2"
1'-2"
7 13/16"
1'-4 1/2"
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
1 1/4"
1 1/4"
1 1/4"
"
3"
3"
1 3/4"
TYP
4 3/4"
TYP
1 1/2"
TYP
1 1/4"
1 1/4"
4 3/4"
1 1/4"
TYP
1 3/4"
1 15/16"
2 11/16"
2 1/4"
1 13/16"
2 1/4"
1 7/8"
1 1/8"
PROPOSED 1/2" A325
BOLT - FROM TOP
PLATE TO TOP ANGLES
(TYP OF 4)
PROPOSED 1/4"
THICK TOP PLATE
NOT SHOWN FOR
CLARITY
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 1/2"
A325 THRU BOLT
(TYP OF 8)
PROPOSED L3x3x1/4
TOP ANGLE - THRU
BOLT TO FRP TUBE
(TYP OF 4)
PROPOSED 1/2" A325 BOLT -
FROM TOP PLATE TO TOP
ANGLES
PROPOSED FRP
3"x3"x1/4" TUBE
PROPOSED 1/2"
A325 THRU BOLT
PROPOSED L3x3x1/4
TOP ANGLE - THRU
BOLT TO FRP TUBE
PROPOSED 1/4" THICK
TOP PLATE BOLTED TO
TOP ANGLES
REVISION SCHEDULE
REV
0
DATE
2"
1"
1"
2"
1'-1 7/8"
1' 4 3/8"
6 15/16"
1 1/4"
1 3/8"
1'-9"
1'-9"
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 1/2" A325 THRU BOLT
(TYP OF 16)
PROPOSED L6x4x5/16 INTERIOR
ANGLE WELDMENT.
THRU BOLT TO FRP TUBE
(TYP OF 4)
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
9'-0 1/2"
6'-8 1/2"
10'-0 1/2"
10'-0"
10'-0"
3'-0"
(MAX)
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
25.8"
RRH WEIGHT: 56.8 LBS
ISOMETRIC VIEW
7.3"
12"
TOP VIEW BOTTOM VIEW
7.2"
12"
TOP VIEW BOTTOM VIEW
21.4"
ISOMETRIC VIEW
RRH WEIGHT: 53 LBS
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
PROPOSED
UNISTRUT
PROPOSED RRH'S
(2) #2 GREEN THHN GROUND WIRE TO
GROUND ROD AT GRADE
(FOLLOW FIBER ROUTE TO GRADE)
5/8"Ø x 10' LONG
COPPER GROUND ROD
(BURY 36" BFG)
PROPOSED EQUIPMENT
GROUND BAR
#6 GREEN THHN
GROUND WIRE
PROPOSED
COAX
GROUND LEAD FROM MOUNT
STEEL TO GROUND BAR
PROPOSED ANTENNA
GROUND BAR
PROPOSED COAX
GROUNDING KIT
#6 SOLID TINNED
GROUND WIRE
PROPOSED
ANTENNA
PROPOSED CUSTOM
MOUNT
PROPOSED EQUIPMENT
CABINET
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
TYPE NC
TYPE GT
TYPE GL LUG TYPE HA
TYPE GR TYPE VS
TYPE HS TYPE SS
TYPE XA
TYPE PT
WEATHERPROOFING
KIT (TYP)
RX1/RX2 TX1/TX2
STANDARD GROUND
KIT (TYP)
#6 AWG STRANDED Cu
WIRE WITH GREEN, 600V,
THWN INSULATION
GROUND BAR, MOUNTED
NEAR/BELOW ANTENNA
#2 AWG Cu STRANDED WIRE
WITH GREEN, 600V, THWN
INSULATION BONDED TO
GROUND BAR AT GRADE
JUMPER REQUIRED ONLY FOR
EASE OF CONNECTION AND
STRESS REDUCTION ON
ANTENNA CONNECTORS (TYP)
CONNECTOR WATERPROOFING
KIT (TYP)
TO ANTENNA
NOTE:
DO NOT INSTALL CABLE GROUND KIT
AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO CRGB
(2)
(3)
(5)
(4) (1)
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.
LEGEND
"GALV STEEL" STEEL STAMPED
ON EITHER END
CADWELD AT TWO LOCATIONS
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
E
N
G
I
N
E
E
R
52731
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
GROUNDING
DETAILS
G-2
23
1
G-2
TYPICAL CABLE GROUNDING
SCALE: N.T.S.
2
G-2
WEATHERPROOFING DETAIL
SCALE: N.T.S.
3
G-2
TYPICAL CADWELD TYPE CONNECTIONS
SCALE: N.T.S.
4
G-2
ANTENNA GROUND BAR CONNECTIONS
SCALE: N.T.S. 5
G-2
GROUND BAR DETAIL
SCALE: N.T.S.
03/30/18
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
E
N
G
I
N
E
E
R
52731
GROUNDING PLAN
G-1
22
1
G-1
ANTENNA/RRH GROUNDING DETAIL
SCALE: 3/4"=1'-0"
03/30/18
L
E
N
G
I
N
E
E
R
52731
NOTES:
1. ELECTRICAL SERVICE SHALL BE 30A.
2. SERVICE SHALL BE INSTALLED WITH A LEVER TYPE DISCONNECT.
3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED
BY EQUIPMENT CABINET MANUFACTURER.
4. METER BY FT. COLLINS L&P. SEE INTERNAL WIRING DIAGRAM PROVIDED BY MANUFACTURER
FOR DETAILS.
5. VERIZON TO PULL 19.25A FROM ELECTRICAL SERVICE.
PROPOSED 2" EMT CONDUIT (3)-#1 AWG
CU CONDUCTORS, (1)-#8 GROUND
(100' RUN)
PROPOSED 100A METER
PROPOSED 100A LEVER-TYPE
SERVICE DISCONNECT
FAULT: 7,017A (L-L)
PROPOSED (3) - #1 AWG CU
CONDUCTORS IN 2" PVC
CONDUIT (90' RUN)
EXISTING 300KVA 120/208V 3
TRANSFORMER.
FAULT: 37,010 A
PROPOSED 100A
LEVER-TYPE DISCONNECT
FAULT: 3,645A
PROPOSED 100A
ELECTRICAL PANEL
EXISTING 120/208V 3
PHASE TRANSFORMER
FAULT: 31,010
PROPOSED 100A
METER
PROPOSED 2" EMT CONDUIT
(3) #1 AWG CU CONDUCTOR
(90' RUN)
PROPOSED 2" EMT CONDUIT (3) - #1
AWG CU CONDUCTORS
(1) - #8 AWG CU GROUND
PROPOSED 100A
LEVER-TYPE DISCONNECT
PROPOSED 100A
LEVER-TYPE DISCONNECT
PROPOSED VZW
CABINET
PROPOSED 100A, 120/208V, 1Ø, 3W PANEL SCHEDULE
LOAD SERVED
RECTIFIER #1
SPARE
GFCI
VOLT AMPS
VOLT AMPERES
(WATTS)
L1 L2
500
20A
25A
TRIP
CKT
#
PHASE
CKT
#
TRIP
L1 VOLT AMPERES L2 VOLT AMPERES
500
180
L1 L2
680 500
RECTIFIER #2
RECTIFIER #3
VOLT AMPERES
(WATTS) LOAD SERVED
1
3
5
7
A
B
A
B
2
4
6
8
25A
25A
500
500
500
500
L1 AMPS L2 AMPS
MAX AMPS
MAX AMPS x125%
X 110% FOR MAIN
1680 1500
12.5 14
14
17.5
19.25
1000 1000 VOLT AMPS
PROPOSED 100A PANEL
FAULT: 3559 A
ONE-LINE DIAGRAM &
PANEL SCHEDULE
E-1
21
1
E-1
ONE-LINE DIAGRAM
SCALE: N.T.S.
2
E-1
ONE-LINE ELEVATION
SCALE: N.T.S.
PROPOSED 2" EMT CONDUIT (3)-#1 AWG
CU CONDUCTORS, (1)-#8 GROUND
(5' RUN)
PROPOSED 2" EMT CONDUIT (3) - #1
AWG CU CONDUCTORS
(1) - #8 AWG CU GROUND
03/30/18
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
OVP & REMOTE RADIO
HEAD DETAILS
A-2
20
1
A-2
AWS RRH DETAIL
N.T.S.
POWER
(-48VDC)
ALARM PORT
AISG PORT
CPRI 2
CPRI 1
ALARM PORT
AISG PORT
CPRI 2
CPRI 1
POWER
(-48VDC)
2
A-2
PCS RRH DETAIL
N.T.S.
03/30/18
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
NOTES:
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.
ANTENNA & CABLE SCHEDULE
SECTOR AZIMUTH
MOUNTING
HEIGHT
TECHNOLOGY ANTENNA SPECIFICATIONS
MECHANICAL
DOWNTILT
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
A N/A 41'-0"
AWS/PCS
SMALL CELL
48.0"(L) X 14.6"(W) (4.65 FT³)
50 LBS
0° 0° (4) 7/8" COAX 70 FT.
PROPOSED AWS RRH MOUNTED TO
BACKSIDE OF PARAPET
(SEE DETAIL 1/A-2)
PROPOSED PCS RRH MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE DETAIL 2/A-2)
PROPOSED 3'-0" WIDE TRAFFIC MAT
FROM ROOF ACCESS POINT TO
PROPOSED EQUIPMENT
PLUMBING DIAGRAM
TBD
ACCORDING TO THE STRUCTURAL ANALYSIS BY
AERO SOLUTIONS, LLC DATED 01/08/18, THE
PROPOSED MOUNT REQUIRES A MINIMUM OF
120 LBS OF BALLAST PER SIDE, 480 LBS TOTAL
ANTENNA SCHEDULE,
MOUNTING PLAN &
PLUMBING DIAGRAM
A-1
19
N
PROPOSED VERIZON EQUIPMENT CABINET
MOUNTED TO BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/C-6)
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR(SHROUD TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED EME SIGNAGE TO BE INSTALLED ON
ANTENNA MOUNT
(SEE SHEET C-2 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
PROPOSED COAX ROUTED ON SLEEPERS FROM
EQUIPMENT TO ANTENNA LOCATION
(SEE DETAIL 2/C-6)
1
A-1
PROPOSED ANTENNA LAYOUT
SCALE: 3/8"=1'-0"
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 MOUNT
PROPOSED 4'-0" LONG 3.0" STD
MOUNTING PIPE
PROPOSED OMNI ANTENNA
PROPOSED CUSTOM
NON-PENETRATING MOUNT
(SEE SHEETS ST-1 THROUGH ST-5
FOR MORE DETAIL)
2
A-1
ANTENNA MOUNTING DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
PROPOSED 100A LEVER-TYPE DISCONNECT
MOUNTED TO BACKSIDE OF PARAPET WALL
PROPOSED 100A POWER PANEL MOUNTED
TO BACKSIDE OF PARAPET WALL
03/30/18
L
E
N
G
I
N
E
E
R
52731
STRUCTURAL NOTES:
1. DESIGN INFORMATION AND GENERAL REQUIREMENTS
1.1 CODES
a. DESIGN CONFORMS TO 2015 INTERNATIONAL BUILDING CODE.
b. ASCE 7-10 MIN. DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES.
c. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, ANSI/AISC 360-10.
1.2 MISCELLANEOUS
a. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK.
2. STRUCTURAL STEEL
2.1 MATERIALS
a. STRUCTURAL STEEL. . . . . . . . ASTM A992
CHANNEL . . . . . . . . . . . . . . . . . . .ASTM A36
ANGLES, PLATE & MISC. . . . . . ASTM A36
RECTANGULAR HSS . . . . . . . . . ASTM A500, GRADE B, Fy=46 ksi
ROUND HSS . . . . . . . . . . . . . . . . ASTM A500, GRADE B, Fy=42 ksi
PIPES . . . . . . . . . . . . . . . . . . . . . ASTM A53, GRADE B
b. BOLTS . . . . . . . . . . . . . . . . . . . . ASTM A325 U.N.O.
c. WELDING ELECTRODES . . . . . . . . AWS A5.1 (E70XX)
d. STEEL CONSTRUCTION SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS - 14TH EDITION".
e. WELDING SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE".
f. THE FABRICATOR SHALL FURNISH CHECKED SHOP AND ERECTION DRAWINGS TO THE ENGINEER, AND OBTAIN APPROVAL PRIOR TO FABRICATING ANY STRUCTURAL STEEL. SHOP DRAWINGS SHALL CONFORM TO
AISC "DETAILING FOR STEEL CONSTRUCTION".
2.2 CONNECTIONS
a. SHOP CONNECTIONS MAY BE BOLTED OR WELDED.
b. FIELD CONNECTIONS SHALL BE BOLTED WITH A325-N BOLTS, (INSTALLED SNUG TIGHT) UNLESS OTHERWISE SPECIFIED OR IF WELDED CONNECTIONS ARE NOTED ON DRAWINGS.
c. FIELD CONNECTIONS SHALL BE MADE WITH HIGH TENSILE BOLTS AND HARDENED WASHERS EXCEPT AS INDICATED ON THE DESIGN DRAWINGS.
d. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE STEEL FABRICATOR. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING
ASTM A325 OR A490 BOLTS" AND AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
e. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER.
2.3 FINISHES
a. STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A123
b. ALL STEEL SHALL BE CLEANED OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS AND BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IF OTHERWISE INDICATED ON PLAN.
c. FIELD FABRICATIONS SHALL BE TREATED WITH ZRC COLD GALVANIZING COMPOUND OR EQUAL PRIOR TO ASSEMBLY.
d. BOLTS AND NUTS SHALL BE HOT DIP GALVANIZED PER ASTM A153.
3.1 MATERIALS
a. USE STRONGWELL EXTREN FIBERGLASS STRUCTURES SERIES 625 TUBES AND ANGLES UNLESS OTHERWISE NOTED.
b. FRP PANELS ARE TO BE UV RESISTANT FOR EXTERIOR EXPOSURE AND MUST BE RF TRANSPARENT TO ALLOW UNIMPEDED ANTENNA/MICROWAVE DISH SIGNAL PROPAGATION.
c. ATTACH PANEL ACCORDING TO MANUFACTURERS RECOMMENDATIONS.
d. FRP MATERIALS ARE TO BE CONSTRUCTED TO MEET ALL OF THE MANUFACTURERS REQUIREMENTS.
e. DO NOT ALTER STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER OF RECORD.
f. FRP MEMBERS MAY BE SAWED, DRILLED, ROUTED, AND TURNED ON A LATHE OR OTHER MACHINE TOOL. PUNCHING SHALL NOT BE PERMITTED. CARBIDE OR DIAMOND TIPPED TOOLS
ARE RECOMMENDED.
g. FRP MEMBERS MAY BE FASTENED MECHANICALLY USING SCREWS, BOLTS, OR RIVETS. FIBERBOLT FIBERGLASS STUDS AND HEX HEADS SHOULD BE USED ONLY WHERE
SPECIFICALLY SHOWN IN THE DESIGN DRAWINGS.
h. FRP MEMBERS MAY BE CONNECTED WITH ADHESIVE ONLY IF USED IN CONJUNCTION WITH THE SPECIFIED MECHANICAL FASTENERS.
3. FIBER REINFORCED POLYMER
STRUCTURAL NOTES
ST-5
18
03/30/18
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
PROPOSED L3x3x1/4
BALLAST TRAY ANGLE
(TYP)
BACKGOUGE (TYP)
3/16"
PROPOSED BOTTOM
ANGLE (TYP)
(SIZE VARIES)
COPE AND WELD
L6x4x5/16 ANGLES
BELOW FRP TUBE
(SEE DETAIL 1/ST-4)
PROPOSED 4'-0" LONG 3.0"
STD MOUNTING PIPE
PROPOSED
1/2" U-BOLT
PROPOSED L3X3X1/4
BRACE ANGLE
PROPOSED L3x3x1/4
CLIP ANGLE 2.75" LONG
PROPOSED 1/2" A325
BOLT, FROM BALLAST
ANGLES TO CLIP ANGLE
NOTE:
RF TRANSPARENT PANELS TO BE
ATTACHED TO OUTSIDE OF VERTICAL
FRAME AND PAINTED TO MATCH
BUILDING. PANEL CONNECTIONS TO
BE DESIGNED BY MANUFACTURER.
MANUFACTURER TO PROVIDE ACCESS
PANEL BEHIND ANTENNA MOUNT
LOCATION.
CUSTOM MOUNT
PLAN DETAILS
ST-4
17
1
ST-4
ANGLE WELDMENT DETAIL
SCALE: N.T.S.
3
ST-4
CLIP ANGLE DETAIL
SCALE: N.T.S.
2
ST-4
INTERIOR ANGLE CONNECTION DETAIL
SCALE: N.T.S.
4
ST-4
MOUNT PIPE BRACE DETAIL
SCALE: N.T.S.
03/30/18
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
E
N
G
I
N
E
E
R
52731
PROPOSED 1/2" A325 THRU BOLT
PROPOSED FRP 3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED L3x3x1/4
ANGLE
PROPOSED 1/2"
U-BOLT
PROPOSED 4'-0" LONG
3.0" STD MOUNTING PIPE
PROPOSED L3X3X1/4
BRACE ANGLE
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 1/2" A325
THRU BOLT
(TYP OF 4 PER TUBE)
PROPOSED L6x4x5/16 INTERIOR
ANGLE WELDMENT- THRU BOLT TO
FRP TUBE, COPE AND WELD ANGLES
PROPOSED 3/4"
THRU BOLT
(TYP OF FRP ANGLE
BRACE CONNECTIONS)
NOTE:
RF TRANSPARENT PANELS TO BE
ATTACHED TO OUTSIDE OF VERTICAL
FRAME AND PAINTED TO MATCH
BUILDING. PANEL CONNECTIONS TO
BE DESIGNED BY MANUFACTURER.
MANUFACTURER TO PROVIDE ACCESS
PANEL BEHIND ANTENNA MOUNT
LOCATION.
1
ST-3
TOP CONNECTION DETAIL
SCALE: N.T.S.
CUSTOM MOUNT
ELEVATION DETAILS
ST-3
16
3
ST-3
BRACING PLATE & ANGLE DETAIL
SCALE: N.T.S.
5
ST-3
FRP & ANGLE DETAIL
SCALE: N.T.S.
2
ST-3
TOP ANGLE DETAIL
SCALE: N.T.S.
4
ST-3
MOUNT PIPE DETAIL
SCALE: N.T.S.
03/30/18
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
PROPOSED L3x3x1/4 CLIP ANGLE
(TYP OF 16)
(SEE DETAIL 3/ST-4)
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 1/2" A325 THRU BOLT
FROM INTERIOR ANGLE
WELDMENT TO FRP TUBE
(TYP OF 4 PER POST)
PROPOSED L3x3x1/4 BALLAST
ANGLE - COPED AND WELDED
(TYP OF 8)
PROPOSED L6x4x5/16 INTERIOR
ANGLE WELDMENT- THRU
BOLTED TO FRP TUBE
(TYP OF 4)
PROPOSED L3x3x1/4 BALLAST
ANGLE - BOLTED TO CLIP ANGLES
(TYP OF 4)
PROPOSED 1/2" A325 BOLT, FROM
ANGLE TO CLIP ANGLE
(TYP OF 32)
COPE ANGLE AND WELD BELOW
FRP TUBE ALL LOCATIONS
(SEE DETAIL 1/ST-4)
1
ST-1
ST-4
3
ST-4
1
NOTE:
RF TRANSPARENT PANELS TO BE
ATTACHED TO OUTSIDE OF VERTICAL
FRAME AND PAINTED TO MATCH
BUILDING. PANEL CONNECTIONS TO
BE DESIGNED BY MANUFACTURER.
MANUFACTURER TO PROVIDE ACCESS
PANEL BEHIND ANTENNA MOUNT
LOCATION.
PROPOSED L3X3X1/4
BRACE ANGLE
(TYP OF 3)
CUSTOM
MOUNT PLAN
ST-2
15
1
ST-2
CUSTOM SHROUD (PLAN)
SCALE: N.T.S.
03/30/18
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
2
ST-3
1
ST-2
NOTE:
RF TRANSPARENT PANELS TO BE
ATTACHED TO OUTSIDE OF VERTICAL
FRAME AND PAINTED TO MATCH
BUILDING. PANEL CONNECTIONS TO
BE DESIGNED BY MANUFACTURER.
MANUFACTURER TO PROVIDE ACCESS
PANEL BEHIND ANTENNA MOUNT
LOCATION.
1
ST-3
5
ST-4
4
ST-4
3
ST-3
1
ST-1
CUSTOM SHROUD (ELEVATION)
SCALE: N.T.S.
CUSTOM MOUNT
ELEVATION
ST-1
14
PROPOSED 1/4" THICK TOP PLATE
PROPOSED 1/2" A325 THRU BOLT
(TYP OF 8)
PROPOSED 1/2" A325 BOLT, FROM
TOP PLATE TO TOP ANGLES
(TYP OF 4)
PROPOSED L3x3x1/4 TOP
ANGLE,THRU BOLT TO FRP TUBE
(TYP OF 4)
PROPOSED FRP 3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 4'-0" LONG 3.0" STD
MOUNTING PIPE
PROPOSED 1/2" U-BOLT (TYP)
PROPOSED L3x3x1/4 BRACE
ANGLE (TYP OF 2)
PROPOSED 1/2" A325 THRU
BOLT (TYP OF 2)
PROPOSED 3/4"Ø A325 THRU
BOLT AT BRACE ANGLE TO
POST CONNECTIONS (TYP)
PROPOSED FRP L3x3x1/4 BRACE
ANGLE - THRU BOLT TO FRP
TUBE (TYP OF 2)
PROPOSED L3x3x1/4 BALLAST
ANGLE - COPED AND WELDED
(TYP OF 8)
PROPOSED 1/2" A325 THRU
BOLT (TYP OF 2)
PROPOSED L6x4x5/16 INTERIOR
ANGLE WELDMENT - THRU
BOLTED TO FRP TUBE - BOLTS
NOT SHOWN FOR CLARITY
(SEE DETAIL 5/ST-3) 03/30/18
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
PROPOSED LADDER CAGE
PROPOSED LADDER
TOP OF PARAPET
(CONTRACTOR TO VERIFY EXACT
HEIGHT PRIOR TO INSTALLATION)
TOP OF ROOF
TOP OF ROOF
(CONTRACTOR TO VERIFY EXACT
HEIGHT PRIOR TO INSTALLATION)
CONSTRUCTION DETAILS
(CONTINUED)
C-8
13
1
C-8
CAGED LADDER ELEVATION DETAILS
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)
03/30/18
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
NOTE:
SEPARATION DIMENSIONS TO BE VERIFIED WITH LOCAL
UTILITY COMPANY REQUIREMENTS.
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)
CONSTRUCTION DETAILS
(CONTINUED)
C-7
12
1
C-7
UTILITY TRENCH DETAIL
SCALE: N.T.S.
2
C-7
PULLBOX DETAIL
SCALE: N.T.S.
03/30/18
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
INSTALL NEW FIBER FDP WITHIN
PROPOSED EQUIPMENT CABINET
(MULTILINK FWP-8SC-12SP)
PROPOSED (4) 7/8"
COAX CABLE
PROPOSED COOPER DURA BLOK
DB10 ROOFTOP SUPPORT
PROPOSED SITE PRO 7/8" SNAP-IN
HANGER W/SPRING NUT (TYP)
NOTE: PROPOSED SPACING BETWEEN SLEEPERS IS 3' O.C.
NOTES:
1. EXISTING CORES TO BE INSPECTED FOR EVIDENCE OF CUT
RE-BAR, IF EVIDENCE OF CUT RE-BAR IS FOUND, CONTACT
AERO SOLUTIONS LLC IMMEDIATELY TO INVESTIGATE FURTHER.
2. CONTRACTOR TO DRILL PILOT HOLES TO CHECK RE-BAR
LOCATION BEFORE INSTALLATION OF ANY CONDUIT
3
C-6
WALL PENETRATION DETAIL
SCALE: N.T.S.
1
C-6
EQUIPMENT CABINET DETAIL
SCALE: N.T.S.
2
C-6
CABLE SLEEPER DETAIL
SCALE: N.T.S.
CONSTRUCTION
DETAILS
C-6
11
03/30/18
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
TOP OF EXISTING PARAPET
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: BY LARSON CAMOFLAGE, LLC
- 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. FABRICATOR AND INSTALLER SHALL TEST FIT ALL PANELS PRIOR TO FINAL
ASSEMBLY/INSTALLATION TO ASSURE SQUARENESS AND CORNER FITS.
8. CONTACT KEN PUEHL FOR ADDITIONAL INFORMATION AT 520-741-3115.
PROPOSED SPARK ARRESTOR
(BY OTHERS)
(TO BE PAINTED TO MATCH SECOND
FLOOR OF BUILDING)
PROPOSED CHIMNEY CAP
(BY OTHERS)
(TO BE PAINTED TO MATCH
SECOND FLOOR OF BUILDING)
PROPOSED FAUX CHIMNEY
CONCEALMENT SHROUD (TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
PROPOSED ANTENNA WITHIN
CHIMNEY CONCEALMENT SHROUD
PROPOSED ANTENNA MOUNTING
PIPE WITHIN CHIMNEY
CONCEALMENT SHROUD
PROPOSED SPARK ARRESTOR
(BY OTHERS)
(TO BE PAINTED TO MATCH SECOND
FLOOR OF BUILDING)
PROPOSED CHIMNEY CAP
(BY OTHERS)
(TO BE PAINTED TO MATCH SECOND
FLOOR OF BUILDING)
PROPOSED FAUX CHIMNEY CONCEALMENT
SHROUD (TO MATCH EXISTING STUCCO FINISH
OF BUILDING)
FAUX CHIMNEY
DETAIL
C-5
10
1 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 .5 1 2 4
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
1
C-5
FAUX CHIMNEY DETAIL
SCALE: 1"=1'-0"
TOP OF EXISTING PARAPET
03/30/18
L
E
N
G
I
N
E
E
R
52731
LINE OF SIGHT
NOTE:
THIS ELEVATION IS NOT DRAWN TO SCALE. IT IS
A VISUAL REPRESENTATION OF HOW THE SITE
WOULD APPEAR TO A 5'-8" PERSON STANDING ON
THE SIDEWALK ACROSS N. COLLEGE AVE.
LINE OF SIGHT
ELEVATIONS
C-4
9
PROPOSED LINE OF SIGHT FROM A 5'-8"
PERSON STANDING IN THE MIDDLE OF THE
SIDEWALK ACROSS N. COLLEGE AVE
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR (SHROUD TO
MATCH EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
NORTHERN LANES
OF N. COLLEGE AVE.
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)
1
C-4
LINE OF SIGHT ELEVATION
SCALE: 1/8"=1'-0"
2
C-4
PERSPECTIVE ELEVATION
SCALE: N.T.S.
SOUTHERN LANES
OF N. COLLEGE AVE.
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR (SHROUD TO
MATCH EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
EXISTING TREE (TYP)
03/30/18
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
PROPOSED VERIZON EQUIPMENT CABINET
MOUNTED TO BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/C-6)
PROPOSED AWS RRH MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/A-2)
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR(SHROUD TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
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)
ELEVATIONS
C-3
7
1
C-3
EXISTING NORTH ELEVATION
SCALE: 1/8"=1'-0"
2
C-3
PROPOSED NORTH ELEVATION
SCALE: 1/8"=1'-0"
TOP OF UPPER PARAPET
35'-8" AGL
GRADE
0'-0" AGL
TOP OF LOWER PARAPET
24'-8" AGL
TOP OF UPPER PARAPET
35'-8" AGL
PROPOSED VERIZON RAD CENTER
41'-0" AGL
TOP OF PROPOSED CONCEALMENT SHROUD
44'-4" AGL
TOP OF LOWER PARAPET
24'-8" AGL
GRADE
0'-0" AGL
PROPOSED LADDERS WITH CAGES, TURNAROUND PLATFORMS
AND SMALL LADDER FROM TOP OF PARAPET TO LOWER ROOF
(INCLUDE ANTENNA ACCESS SIGNAGE)
(LADDERS TO BE PAINTED TO MATCH WALL MOUNTED ON)
(SEE SHEET C-8 FOR MORE DETAIL)
EXISTING ROOF LINE
EXISTING ROOF LINE
PROPOSED PCS RRH MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE DETAIL 2/A-2)
03/30/18
A
L
E
N
G
I
N
E
E
R
52731
N
1
C-2
EME PLAN
SCALE: 3/8"=1'-0"
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)
EME PLAN
C-2
7
QUANTITY: 1
QUANTITY: 3
QUANTITY: 2
RF NOTICE AND
GUIDELINES SIGNS (2x)
SHOULD BE INSTALLED ON
THE FRONT AND REAR OF
THE ANTENNA MOUNT
GUIDELINES AND NOC
SIGN SHOULD BE
INSTALLED AT THE UPPER
ROOF ACCESS LADDER
NOTES:
1. FCC GUIDELINES AND NOC INFO SIGNS TO
BE POSTED AT ALL PERMANENT ACCESS
POINTS.
2. REFER TO FINAL EME DESIGN BY VERIZON
PRIOR TO TURNING SITE ON.
PROPOSED LADDER WITH CAGE, TURNAROUND PLATFORM AND
SMALL LADDER FROM TOP OF PARAPET TO LOWER ROOF
(INCLUDE ANTENNA ACCESS SIGNAGE)
(LADDER TO BE PAINTED TO MATCH WALL MOUNTED ON)
(SEE SHEET C-8 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
03/30/18
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
DESIGNATION
CABLE TABLE
LENGTH NO. TYPE
CONDUIT
WITH 3-CELL PLENUM
FIBER IN CONDUIT
FIBER RUN ±160' 1 2"
SIZE
MAXCELL INNERDUCT
PROPOSED VERIZON EQUIPMENT CABINET
MOUNTED TO BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/C-6)
PROPOSED 5'-0"x10'-0" VERIZON
LEASE AREA
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-7)
(2) PROPOSED RRH'S MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE SHEET A-2 FOR MORE DETAIL)
PROPOSED POWER ROUTED FROM NEW UTILITY
METER MOUNTED ON LOWER EXTERIOR WALL
N
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR(SHROUD TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED EME SIGNAGE TO BE INSTALLED
ON ANTENNA MOUNT
(SEE SHEET C-2 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
PROPOSED COAX ROUTED ON SLEEPERS
FROM EQUIPMENT TO ANTENNA LOCATION
(SEE DETAIL 2/C-6)
PROPOSED 3'-0" WIDE TRAFFIC MAT FROM ROOF
ACCESS POINT TO PROPOSED EQUIPMENT
EXISTING UPPER
ROOF
1
C-1
EQUIPMENT PLAN
SCALE: 3/8"=1'-0"
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)
EQUIPMENT PLAN
C-1
6
PROPOSED 100A LEVER-TYPE DISCONNECT
MOUNTED TO BACKSIDE OF PARAPET WALL
PROPOSED 100A POWER PANEL MOUNTED
TO BACKSIDE OF PARAPET WALL
03/30/18
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
52731
1
Z-2
ENLARGED SITE PLAN
SCALE: 1/4"=1'-0"
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 VERIZON EQUIPMENT CABINET
MOUNTED TO BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/C-6)
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR(SHROUD TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED 5'-0"x10'-0" VERIZON LEASE AREA
1
C-3
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-7)
PROPOSED EME SIGNAGE TO BE INSTALLED
ON ANTENNA MOUNT
(SEE SHEET C-2 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
(2) PROPOSED RRH'S MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE SHEET A-2 FOR MORE DETAIL)
EXISTING UPPER
ROOF
PROPOSED POWER ROUTED FROM NEW UTILITY
METER MOUNTED ON LOWER EXTERIOR WALL
PROPOSED COAX ROUTED ON SLEEPERS
FROM EQUIPMENT TO ANTENNA LOCATION
(SEE DETAIL 2/C-6)
PROPOSED 3'-0" WIDE TRAFFIC MAT FROM ROOF
ACCESS POINT TO PROPOSED EQUIPMENT
N
ENLARGED
SITE PLAN
Z-2
5
PROPOSED 100A LEVER-TYPE DISCONNECT
MOUNTED TO BACKSIDE OF PARAPET WALL
PROPOSED 100A POWER PANEL MOUNTED
TO BACKSIDE OF PARAPET WALL
03/30/18
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
E
N
G
I
N
E
E
R
52731
UTILITY NOTIFICATION CENTER
Know what's below.
Call before you dig.
TOLL FREE 1800-227-2600
N
1
Z-1
SITE PLAN
SCALE: 1"=30'-0"
PROPOSED VERIZON EQUIPMENT MOUNTED
TO BACKSIDE OF PARAPET WALL
(SEE DETAIL 1/C-6)
LAPORTE AVE
PROPOSED FAUX CHIMNEY CONCEALMENT SHROUD
WITH CAP AND SPARK ARRESTOR(SHROUD TO MATCH
EXISTING STUCCO FINISH OF BUILDING)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED 5'-0"x10'-0" VERIZON LEASE AREA
1
C-3
NOTE:
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.
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-7)
1 inch = 30ft.
( IN FEET )
GRAPHIC SCALE
30 0 15 30 60 120
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
N. COLLEGE AVE
PROPOSED VERIZON ANTENNA MOUNTED TO CUSTOM
NON-PENETRATING SLED MOUNT WITH CONCEALMENT
SHROUD(PAINT TO MATCH)
(SEE DETAIL 2/A-1)
(2) PROPOSED RRH'S MOUNTED TO
BACKSIDE OF PARAPET WALL
(SEE SHEET A-2 FOR MORE DETAIL)
EXISTING
UPPER ROOF
EXISTING
LOWER ROOF
PROPOSED LADDERS WITH CAGES, TURNAROUND PLATFORMS
AND SMALL LADDER FROM TOP OF PARAPET TO LOWER ROOF
(INCLUDE ANTENNA ACCESS SIGNAGE)
(LADDERS TO BE PAINTED TO MATCH WALL MOUNTED ON)
(SEE SHEET C-8 FOR MORE DETAIL)
PROPOSED 10'-0" WIDE ACCESS &
UTILITY EASEMENT
PROPOSED 2'X3' FIBER VAULT
(SEE DETAIL 2/C-7)
SITE PLAN
Z-1
4
PROPOSED EME SIGNAGE TO BE INSTALLED
ON UPPER ROOF ACCESS LADDER
(SEE SHEET C-2 FOR MORE DETAIL)
EXISTING 3 PHASE 300 kVA PAD
MOUNTED TRANSFORMER.
PROPOSED NEW POWER RUN FROM
EXISTING TRANSFORMER TO NEW UTILITY
METER AND DISCONNECT MOUNTED TO
EXTERIOR WALL
PROPOSED NEW MOTOR
03/30/18
L
E
N
G
I
N
E
E
R
52731
PHOTOSIMULATION
VIEWS
PH-1
3
1
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING WEST)
N.T.S.
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING WEST)
N.T.S.
3
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING NORTHWEST)
N.T.S.
4
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING NORTHWEST)
N.T.S.
03/30/18
UE UE UE
OT OT OT
EV
D
O O O
U/G U/G
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
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
GROUNDING NOTES:
1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE.
2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR
INTENDED USE.
3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE.
4. GROUND WIRES SHALL BE #2 AWG BARE SOLID COPPER UNLESS NOTED
OTHERWISE.
5. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC ("CADWELDS") TO GROUND
RODS, GROUND RING WIRE, AND FENCE POSTS UNLESS NOTED OTHERWISE. CLEAN
SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO
GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZED PAINT.
6. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO-HOLE BRASS
MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE (INCLUDING
SCREW SET.) CLEAN GROUND BAR TO SHINY METAL AFTER MECHANICAL
CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT COATING.
7. GROUND CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS.
8. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH
POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 8" RADIUS.
9. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS
KOPR-SHIELD (TM OF JET LUBE, INC.) PRIOR TO BOLTING GROUND WIRE LUGS TO
GROUND BARS, APPLY KOPR-SHIELD OR EQUAL.
10. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING
ALL PAINT AND CORROSION DOWN TO SHINY METAL. FOLLOWING CONNECTION,
APPLY APPROPRIATE ANTI-OXIDIZATION PAINT.
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
E
N
G
I
N
E
E
R
52731
2
ELECTRICAL NOTES:
1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY
QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS
FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL
BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,
NOT AFTER THE CONTRACT HAS BEEN AWARDED.
2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE
APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH-IN.
3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND
ROUTING SHALL BE PER EXISTING FIELD CONDITIONS.
4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC CHAPTER 9,
TABLE #2. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12"
MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER.
6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING
GROUNDING BUSHINGS.
7. ALL WIRE SHALL BE TYPE THHN/THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8
AND LARGER SHALL BE CONCENTRIC STRANDED) 75° C (167° F), 98% CONDUCTIVITY, MINIMUM
#12.
8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J-BOXES, EQUIPMENT BOXES AND
CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL.
9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.
10. CONDUIT ROUGH-IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID
LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS
REQUIRED.
11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN.
12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS
AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION
BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT
CABINETS.
13. THE CONTRACTOR SHALL PREPARE AS-BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING
AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT
SUBSTANTIAL COMPLETION.
14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH
ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS
INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.)
15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH
AMERICANS WITH DISABILITIES ACT (ADA) AS ADOPTED BY THE APPLICABLE STATE.
16. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING.
DO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGER'S
APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE
PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL
OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER,
SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE.
17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD
VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO
ROUGH-IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED
ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF
THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND
SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE
DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG
OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.
03/30/18
AND SMALL LADDER DOWN FROM TOP OF PARAPET TO UPPER ROOF.
TITLE SHEET
T-1
JURISDICTION: CITY OF FORT COLLINS
ZONING: D-DOWNTOWN DISTRICT
APN: 97123-17-922
PARCEL SIZE: 14,244 S.F.
ELEVATION: 4,983 (NAVD 88)
STRUCTURE TYPE: BUILDING
STRUCTURE HEIGHT: 35'-8" (TOP OF PARAPET)
ANTENNA RAD CENTER: 41'-0" AGL
APPLICANT: VERIZON WIRELESS
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, CO 80301
PH: 720 279-8973
C-2 EME PLAN
REVISION SCHEDULE
REV
0
DATE
07-27-17
BY
RPH 90% CONSTRUCTION DWG'S
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 23
SITE NAME:
FTC UNIFY SC 01
SITE ADDRESS:
185 N. COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-16-0125
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 01-16-18 RPH REVISED CDs
2 03-28-18 RPH REVISED CDs
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
E
N
G
I
N
E
E
R
52731
VICINITY MAP
C-3 ELEVATIONS
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: RAM NANDIRAJU
EMAIL: RAM.NANDIRAJU@VERIZONWIRELESS.COM
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: KENT McDERMOTT
EMAIL: KENT.MCDERMOTT@VERIZONWIRELESS.COM
LRK CONSULTING
1196 GRANT STREET, UNIT 313
DENVER, CO 80203
CONTACT: RYAN SAGAR
PHONE: 219-477-0099
VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 801-260-8700
C-4 LINE OF SIGHT ELEVATIONS
C-5 FAUX CHIMNEY DETAILS
C-6 CONSTRUCTION DETAILS (CONTINUED)
A-1 ANTENNA SCHEDULE, MOUNTING PLAN & PLUMBING DIAGRAM
G-1 GROUNDING PLAN
G-2 GROUNDING DETAILS
A-2 OVP & REMOTE RADIO HEAD DETAILS
C-7 CONSTRUCTION DETAILS (CONTINUED)
LEGAL DESCRIPTION
E-1 ONE LINE DIAGRAM & PANEL SCHEDULE
PH-1 PHOTOSIMULATION VIEWS
GN-1 GENERAL NOTES
LOT 22 AND 23, BLOCK 21
CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO
ST-1 CUSTOM MOUNT ELEVATION
ST-2 CUSTOM MOUNT PLAN
ST-3 CUSTOM MOUNT ELEVATION DETAILS
ST-4 CUSTOM MOUNT PLAN DETAILS
ST-5 STRUCTURAL NOTES
C-8 CONSTRUCTION DETAILS (CONTINUED)
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
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
1
03/30/18