HomeMy WebLinkAboutFTC MUGS COFFEE SC, WTE (VERIZON) - FDP - FDP180014 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSFTC MUGS COFFEE SC
714 S COLLEGE AVE
FT. COLLINS, COLORADO 80524
SMALL CELL
CONSTRUCTION DRAWINGS
VICINITY MAP
PROJECT
AREA
SITE DIRECTIONS
DEPART 3131 S VAUGHN WAY, AURORA, CO 80014:
MERGE ONTO I-225 N, TAKE EXIT 12A TO MERGE ONTO I-70 W TOWARD DENVER. KEEP RIGHT AT
THE FORK TO CONTINUE ON I-270 W, FOLLOW SIGNS FOR FORT COLLINS/BOULDER. TAKE EXIT 0
TO MERGE ONTO I-25 N TOWARD FT COLLINS. TAKE EXIT 269B TO MERGE ONTO CO-14 W, TURN
LEFT ONTO S COLLEGE AVE, CONTINUE SOUTH ON COLLEGE AVE PAST LAUREL STREET, THE SITE
AND PARKING ENTRANCE WILL BE ON THE LEFT.
FORT COLLINS, COLORADO
CLIENT
PROPERTY OWNER
VENTUREPRO LLLP, ROBIN & CHRISTIAN BACHELET
CONTACT: ROBIN BACHELET
PHONE: 970-566-2586
EMAIL: RBACHELET@MAC.COM
CONTACT: KENT McDERMOTT
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 2015 (W/ LOCAL AMENDMENTS)
NEC 2017
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
C-1
C-2
GENERAL NOTES:
1. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN
ENTITLED "BOUNDARY DETAIL" BY RLF CONSULTING, DATED 07/18/17.
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. FINAL WORK SHALL BE PROPERLY SEALED AND WATERTIGHT. ALL
DEBRIS SHALL BE REMOVED FROM THE ROOF AND PHOTOGRAPHIC
RECORD OF FINAL CONDITION OF THE ROOF SHALL BE SENT TO THE
OWNER'S REPRESENTATIVE. NOTIFICATION OF COMPLETION OF WORK
SHALL BE DONE VIA THE AGREED UPON CHANNELS OF COMMUNICATION.
10. RF SIGNAGE TO BE INSTALLED AT ANY/ALL ROOF ACCESS POINTS ON
THE BUILDING.
GENERAL
NOTES
GN-1
2
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
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
PHOTOSIMULATION
VIEWS
PH-1
3
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING EAST)
N.T.S.
1
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING EAST)
N.T.S.
EM
EM
VP
EM
ET
ET
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
VP
VP
VP
VP
VP
VP
VP
VP
(R/W VARIES)
N
1
Z-1
SITE PLAN (ROOF LEVEL)
SCALE: 1"=30'-0"
SITE PLAN
(ROOF LEVEL)
Z-1
4
EXISTING CURB
EM
EM
EM
ET
ET
N
1
Z-2
SITE PLAN (GARAGE LEVEL)
SCALE: 1"=30'-0"
SITE PLAN
(GARAGE LEVEL)
5
EXISTING
CURB (TYP)
EXISTING
SIDEWALK
PROPOSED VERIZON EQUIPMENT
MOUNTED ON PARKING GARAGE WALL
PROPOSED SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING DOWN SPOUTS)
PROPOSED COAX ROUTED
ALONG EXTERIOR OF BUILDING
TO SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING
DOWN SPOUTS)
S COLLEGE AVE
EXISTING FIBER LINE
PROPOSED TRAFFIC RATED
2'-0"x3'-0" FIBER VAULT
(SEE DETAIL 2/C-6)
PROPOSED 5'-0" WIDE
ACCESS AND UTILITY
EASEMENT
PROPOSED 5'-0"x10'-0"
VERIZON LEASE AREA
2
C-3
2
C-2
EXISTING TREE
(TYP)
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-6)
PROPOSED ELECTRICAL FROM EXISTING
ELECTRICAL PANEL IN GARAGE TO NEW EQUIPMENT
(PANEL H1A)
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
EM
EM
EM
10'-0"
5'-0"
VP VP VP
VP
VP VP VP
4'-3"
17'-6"
A
SECTOR
CABLE TABLE
N/A
AZIMUTH
80'-0"
LENGTH
2
NO. TYPE
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.
SIZE
7/8" COAX
N
PROPOSED EQUIPMENT CABINET
MOUNTED TO PARKING GARGAE WALL
(SEE DETAIL 1/C-5)
PROPOSED POWER PANEL MOUNTED
TO PARKING GARAGE WALL
PROPOSED FAUX CHIMNEY PAINTED &
TEXTURED TO MATCH EXISTING
BUILDING'S BRICK FACADE
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED AWS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 1/A-2)
PROPOSED QUASI-OMNI ANTENNA
MOUNTED ON CUSTOM
NON-PENETRATING PEAK MOUNT
(SEE DETAIL 2/A-1)
PROPOSED CUSTOM NON-PENETRATING
PEAK ROOF MOUNT
(SEE SHEETS ST-1 THROUGH ST-5 FOR
MORE DETAIL)
1
C-1
EQUIPMENT PLAN (ROOF LEVEL)
SCALE: 1/8"=1'-0"
2
C-1
EQUIPMENT PLAN (GARAGE LEVEL)
SCALE: 1/8"=1'-0"
1
C-2
44'-9"
48'-4"
40'-0"
40'-0"
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
NOTE:
FAUX CHIMNEY PAINTED & TEXTURED TO
MATCH EXISTING BUILDING'S BRICK FACADE.
2
C-2
PROPOSED WEST ELEVATION
SCALE: 1/8" = 1'-0"
PROPOSED FAUX CHIMNEY PAINTED
& TEXTURED TO MATCH EXISTING
BUILDING'S FACADE
PROPOSED VERIZON RAD CENTER
44'-9" AGL
TOP OF ROOF
40'-0" AGL
TOP OF PROPOSED SHROUD
48'-4" AGL
1
C-2
EXISTING WEST ELEVATION
SCALE: 1/8" = 1'-0"
TOP OF ROOF
40'-0" AGL
PROPOSED COAX ROUTED ALONG EXTERIOR OF
BUILDING TO SHROUDED CABLE TRAY
40'-0"
44'-9"
48'-6"
40'-0"
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
2
C-3
PROPOSED NORTH ELEVATION
SCALE: 1/8" = 1'-0"
1
C-3
EXISTING NORTH ELEVATION
SCALE: 1/8" = 1'-0"
PROPOSED VERIZON RAD CENTER
44'-9" AGL
TOP OF ROOF
40'-0" AGL
TOP OF PROPOSED SHROUD
48'-4" AGL
PROPOSED FAUX CHIMNEY PAINTED
& TEXTURED TO MATCH EXISTING
BUILDING'S FACADE
PROPOSED COAX ROUTED ALONG EXTERIOR OF
BUILDING TO SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING DOWN SPOUTS)
PROPOSED QUASI-OMNI ANTENNA MOUNTED ON
CUSTOM NON-PENETRATING PEAK MOUNT
(SEE DETAIL 2/A-1)
PROPOSED CUSTOM NON-PENETRATING
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
1
C-4
FAUX CHIMNEY DETAILS
SCALE: 1"=1'-0"
TOP OF EXISTING ROOF
PROPOSED ANTENNA MOUNTING PIPE
(TYP)
PROPOSED QUASI OMNI ANTENNA WITHIN
CHIMNEY CONCEALMENT SHROUD
PROPOSED FAUX CHIMNEY CONCEALMENT
SHROUD WITH SPARK ARRESTOR
(SHROUD TO BE PAINTED AND TEXTURED
TO MATCH BUILDING)
PROPOSED CHIMNEY CAP
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
2'-8"
1'-11"
1'-0"
2'-1"
2'-1"
1'-10"
CHARLES CUBE SMALL CELL CABINET
MODEL: RL11411AN1
CABINET WEIGHT:
82LBS. (AS SHIPPED)
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
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
1
C-5
EQUIPMENT CABINET DETAIL
N.T.S.
2
C-5
WALL PENETRATION DETAIL
N.T.S.
NOTES:
1. EXISTING CORES TO BE INSPECTED FOR EVIDENCE OF CUT RE-BAR, IF
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"
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
NOTE:
SEPARATION DIMENSIONS TO BE VERIFIED WITH
LOCAL UTILITY COMPANY REQUIREMENTS.
1
C-6
UTILITY TRENCH DETAIL
N.T.S.
2
C-6
PULLBOX DETAIL
N.T.S.
FINISHED GRADE OR PAVING.
1'-8"
4"
2 1/8"
2 1/4"
1 1/2"
7'-2 7/8"
9 1/4"
TOP OF PEAK 40'-0"
6"
3"
RAD CENTER 44'-9"
1'-5" 1'-8"
1 1/2"
TYP.
1 1/2" TYP.
1"
TYP.
3"
1 1/4"
1 1/4" 2 1/4"
1 1/2"
1'-5"
1
ST-1
CUSTOM SHROUD (ELEVATION)
N.T.S.
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED 1/2" A325
THRU BOLT
(TYP OF 8)
PROPOSED L4x4x1/4
FRP TOP ANGLE, THRU
BOLT TO FRP TUBE
(TYP OF 4)
PROPOSED 1/2"
U-BOLT (TYP OF 2)
PROPOSED 1'-9" LONG 2.0"
STD MOUNTING PIPE
PROPOSED L6x3.5x5/16
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
(REF 2/ST-3)
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 3"x6"
WELDED PLATE WITH
SLOTTED HOLES
2
ST-1
3
ST-1
3'-10"
1'-8"
8 1/2" TYP.
3" TYP.
8'-0"
3'-1 11/16"
3'-1 11/16"
1"
1 1/4"
1 1/4"
3'-10"
1
ST-2
CUSTOM BALLAST TRAY (PLAN)
N.T.S.
PROPOSED 2"X3"
SPACER PLATE (TYP.
OF 2)
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED 1/2" A325 BOLT
ST-2
2
ST-2
3
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.
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
6"
3 1/2"
5 1/2"
5"
2"
6"
2 1/8"
2 1/16"
1 3/4"
2 3/16"
13/16"
5'-3 3/8"
3 1/2"
3'-5 3/8"
2
ST-3
FRP COLUMN CONNECTION
N.T.S.
1
ST-3
PEAK CONNECTION DETAIL
N.T.S.
4
ST-3
3D RENDERING
N.T.S.
PROPOSED 1/2" A325
THRU BOLT (TYP. 2
PER CONNECTION)
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
3
ST-3
BALLAST TO FRAME CONNECTION
N.T.S.
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.
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
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
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
4'-9"
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
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.
2
A-1
ANTENNA MOUNTING DETAIL
SCALE: 3/8" = 1'-0"
1
A-1
PROPOSED ANTENNA LAYOUT
SCALE: 1/4" = 1'-0"
N
ANTENNA & CABLE SCHEDULE
SECTOR AZIMUTH
MOUNTING
HEIGHT
ANTENNA MODEL TECHNOLOGY ANTENNA SPECIFICATIONS
MECHANICAL
DOWNTILT
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
A N/A 44'-9"
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
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
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)
M
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
1
E-1
ONE-LINE DIAGRAM
N.T.S.
2
E-1
ONE-LINE ELEVATION
N.T.S.
NEW 22K+ AIC-RATED 400A
LOAD CENTER TO REPLACE EXISTING
FAULT: 12,365A (L-L)
EXISTING 500KVA, 120/208V 3Ø
TRANSFORMER
FAULT: 49,355 A
EXISTING 400A METER
(20' FROM DISCONNECT)
FAULT: 19,667A
EXISTING 3 1/2" PVC CONDUIT
(4) 500 KCMIL AL CONDUCTOR
(40' RUN)
NOTES:
1. TOTAL VERIZON LOAD TO BE APPROX 19.25A.
2. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED
BY EQUIPMENT CABINET MANUFACTURER..
3. CONTRACTOR TO INSTALL SCH80 PVC FOR ALL CONDUIT SWEEPS, OTHERWISE SCH40 PVC IS
ACCEPTABLE EXCEPT WHERE NOTED.
4. CONTRACTOR TO FURNISH PROPOSED PANEL WITH 22K AIC-RATED BREAKERS AND PROVIDE
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
LOAD STUDY
19
E-2
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
LOAD STUDY
20
E-3
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
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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
(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
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
4
G-2
ANTENNA GROUND BAR CONNECTIONS
N.T.S.
1
G-2
TYPICAL CABLE GROUNDING
N.T.S.
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
3
G-2
TYPICAL CADWELD TYPE CONNECTIONS
N.T.S.
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
5
G-2
GROUND BAR DETAIL
N.T.S.
2
G-2
WEATHERPROOFING DETAIL
N.T.S.
GROUNDING DETAILS
22
G-2
1 03-27-18 LCW 100% CDs
1
G-1
ANTENNA/RRH GROUNDING DETAIL
SCALE: NTS
GROUNDING PLAN
21
G-1
PROPER ARC FLASH WARNING LABELS ON PANEL
EXISTING 500KVA 120/208V 3Ø
TRANSFORMER
FAULT = 49,355 A
EXISTING 3 1/2" PVC CONDUIT WITH
(4) 500 KCMIL AL CONDUCTORS (40' RUN)
EXISTING 400A LEVER-TYPE DISCONNECT
EXISTING 400A METER
FAULT: 19,667A (L-L)
PROPOSED E-MON D-MON CHECK METER
NEW 22K+ AIC-RATED 400A
LOAD CENTER TO REPLACE EXISTING
FAULT: 12,365A (L-L)
PROPOSED 2" PVC CONDUIT WITH
(3) #4 AWG CU CONDUCTORS
(1) #10 AWG CU GROUND
(60' RUN)
PROPOSED (3) - #4 AWG CU
CONDUCTOR, (1)-#10 CU GND IN
2" PVC CONDUIT
(60' RUN)
PROPOSED 400A, 120/208V, 3Ø, 4W PANEL SCHEDULE
LOAD SERVED
2ND FLR HALL
LIGHTS
VOLT AMPS
VOLT AMPERES
(WATTS)
L1 L2
20A
TRIP
CKT
#
PHASE
CKT
#
TRIP
VOLT AMPERES
L1 L2
VOLT AMPERES
(WATTS) LOAD SERVED
1
3
5
7
2
4
6
8 20A
AMPS
MAX AMPS
MAX AMPS x125%
314.4
393.03
20A
9
11
13
15
10
12
14
16
SW WH
20A
SW SPRKLER
GARAGE/CLOSET
17
19
21
23
18
20
22
24
20A
FACP POWER
25
27
29
31
26
28
30
32
33
35
34
36
30A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
SW BATH
LIGHTS
NE BATH HEAT
20A
30A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
PH. OUTLET 3RD
FLR
20A
20A
NE WH
30A
EAST COURTYARD
OUTLETS
125A
ELEVATOR
SHUNT TRIP
NE BATHROOM
37 38
A
SW CORRIDOR
A
39
C
40
A
A
C
C
B
C
B
A
B
A
B
B
B
C
C
37731 37522 36903
314.4 312.7 307.5
41 42
A
B
C
175A
ELEVATOR
SHUNT TRIP
L3 L2
L1 L2 L3 VOLT AMPS
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWN
1500
1680
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
VERIZON
PROPOSED 100A VZW
SUB-PANEL
FAULT: 4,315A (L-L)
100A, 120/208V, 1Ø, 3W PROPOSED SUB-PANEL SCHEDULE
LOAD SERVED
RECTIFIER #1
GFCI
SPARE
VOLT AMPS
VOLT AMPERES
(WATTS)
L1 L2
500
20A
25A
TRIP
CKT
#
PHASE
CKT
#
TRIP
L1 VOLT AMPERES L2 VOLT AMPERES
500
-
L1 L2
180
680
RECTIFIER #2
RECTIFIER #3
VOLT AMPERES
(WATTS) LOAD SERVED
1
3
5
7
A
C
A
C
2
4
6
8
25A
25A
500
500
500
500
L1 AMPS L2 AMPS
MAX AMPS
MAX AMPS x125%
X 110% FOR MAIN
500 1000 1000 VOLT AMPS
-
PROPOSED VZW 100A
SUB-PANEL
FAULT: 4,315A (L-L)
EXISTING 400A
LEVER TYPE
DISCONNECT
PROPOSED E-MON
D-MON CHECK METER
COURTYARD
LIGHTS
ONE LINE DIAGRAM &
PANEL SCHEDULE
18
E-1
EXISTING 400A LEVER
TYPE DISCONNECT
FAULT: 23,074A (L-L)
EXISTING (4) 500 KCMIL CU OPEN
AIR CONDUCTOR
(20'' RUN)
EXISTING JUNCTION BOX
FAULT: 27,908A (L-L)
EXISTING JUNCTION BOX
FAULT: 27,908A (L-L)
EXISTING (4)- 500 KCMIL CU
OPEN AIR CONDUCTORS
(20' RUN)
EXISTING 400A LEVER TYPE DISCONNECT
FAULT: 23,074A (L-L)
EXISTING (4)- 500 KCMIL CU CONDUCTOR
IN 3" PVC CONDUIT
(80' RUN)
EXISTING (4)- 500 KCMIL CU
OPEN AIR CONDUCTORS
(20' RUN)
EXISTING (4)- 500 KCMIL CU
CONDUCTOR
IN 3" PVC CONDUIT
(80' RUN)
2
A-2
PCS RRH DETAIL
N.T.S.
OVP & REMOTE RADIO
HEAD DETAILS
17
A-2
OMNI
ANTENNA
PCS/AWS
39"(H) X 12"(D)
33.5 LBS
0° 0° (2) 7/8" COAX 80 FT.
PROPOSED OMNI
ANTENNA
PROPOSED ANTENNA
MOUNT(COMMSCOPE MC-MNT-TS1)
PROPOSED 1'-9" LONG
2.0" STD MOUNTING PIPE
PROPOSED CUSTOM
NON-PENETRATING MOUNT
(SEE SHEETS ST-1 THROUGH
ST-5 FOR MORE DETAIL)
ACCORDING TO THE STRUCTURAL
ANALYSIS BY AERO SOLUTIONS,
LLC DATED 11/17/17, THE
PROPOSED MOUNT REQUIRES A
MINIMUM OF 280 LBS OF BALLAST
PER SIDE, 560 LBS TOTAL
PROPOSED FAUX CHIMNEY PAINTED
& TEXTURED TO MATCH EXISTING
BUILDING'S BRICK FACADE
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED QUASI-OMNI ANTENNA
MOUNTED ON CUSTOM
NON-PENETRATING PEAK MOUNT
(SEE DETAIL 2/A-1)
PROPOSED CUSTOM
NON-PENETRATING PEAK
ROOF MOUNT
(SEE SHEETS ST-1 THROUGH
ST-5 FOR MORE DETAIL)
PROPOSED SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING DOWN SPOUTS)
EXISTING LADDER
PROPOSED EQUIPMENT CABINET
MOUNTED TO PARKING GARGAE WALL
(SEE DETAIL 1/C-5)
PROPOSED AWS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 1/A-2)
PROPOSED COAX ROUTED
ALONG EXTERIOR OF BUILDING
TO SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING
DOWN SPOUTS)
PROPOSED PCS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 2/A-2)
0.5 0 1 2 3 4 5
3/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
(SCALE BASED ON 11"x17" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
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)
ANTENNA SCHEDULE,
MOUNTING PLAN &
PLUMBING DIAGRAM
16
A-1
CONFIGURATION
QUASI-OMNI
ANTENNA
PCS
RRH
DIPLEXER DIPLEXER
AWS
RRH
EQUIPMENT
CABINET
7/8" COAX (TYP)
1/2" COAX (TYP)
DC CABLES & FIBER
JUMPERS (TYP)
3
A-1
PLUMBING DIAGRAM
SCALE: NTS
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
STRUCTURAL NOTES
15
ST-4
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
FRONT
SIDE
PROPOSED L6"x3.5"x5/16"
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
PROPOSED L6"x3.5"x5/16"
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
PROPOSED 5"x1/4"
SPACER PLATE (ONE
SIDE) (TYP. OF 2)
PROPOSED 6"x1/4"
WELDED
CONNECTION PLATE
(TYP. OF 4)
NOTE:
CONNECTION BOLTS NOT SHOWN FOR
CLARITY. SEE FRONT DETAIL
PROPOSED L6"x3.5"x5/16"
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
PROPOSED 5"x1/4"
SPACER PLATE (ONE
SIDE) (TYP. OF 2)
PROPOSED 6"x1/4"
WELDED
CONNECTION PLATE
(TYP. OF 4)
PROPOSED 1/2" A325
CONNECTION BOLT IN
SLOTTED HOLES
(TYP.)
PROPOSED 1/2" A325
SET BOLT FIELD
DRILL FOR ROOF
SLOPE
PROPOSED L6"x3.5"x5/16"
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
PROPOSED L6"x3.5"x5/16"
BRACE ANGLE WELDED TO
COLUMN SUPPORT ANGLES
PROPOSED L3x3x3/16" CLIP
ANGLES WELDED TO
BALLAST TRAY
PROPOSED
L3x3x3/16"BALLAST ANGLE
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
PROPOSED L6"x3.5"x5/16"
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
EXISTING ROOF PEAK LINE
NOTE:
SHROUD AND RELATED
MEMBERS ARE NOT
SHOWN FOR CLARITY
CUSTOM MOUNT
ELEVATION DETAILS
14
ST-3
FAX: (720) 304-6883
SHEET NUMBER:
DANIEL F RECKERT, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52731 (EXP. 10/31/2019)
1 03-27-18 LCW 100% CDs
2
ST-2
BALLAST TRAY DETAIL (NEAR SHROUD)
N.T.S.
3
ST-2
BALLAST TRAY DETAIL (AWAY FROM SHROUD)
N.T.S.
4
ST-2
4
ST-2
BALLAST TRAY DETAIL (SIDE
N.T.S.
PROPOSED 3"1/4" BALLAST
BRACE 3'-9 1/2" LONG.
FIELD CUT CORNERS AS
REQUIRED FOR FIT
COPE ANGLES AND
WELD (ALL CORNERS)
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED 1/2" A325 BOLT
(TYP.)
PROPOSED L3x3x3/16
VERTICAL BALLAST ANGLE
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED 3"1/4" BALLAST
BRACE 3'-9 1/2" LONG.
FIELD CUT CORNERS AS
REQUIRED FOR FIT
COPE ANGLES AND
WELD (ALL CORNERS)
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED CMU BALLAST
PROPOSED 3"1/4" BALLAST
BRACE 3'-9 1/2" LONG.
FIELD CUT CORNERS AS
REQUIRED FOR FIT
PROPOSED 2"X3"
SPACER PLATE (TYP.
OF 2)
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED 1/2" A325 BOLT
(TYP.)
PROPOSED L3x3x3/16
VERTICAL BALLAST ANGLE
PROPOSED 3"1/4" BALLAST
BRACE 3'-9 1/2" LONG.
FIELD CUT CORNERS AS
REQUIRED FOR FIT
PROPOSED L3x3x3/16
BALLAST ANGLE
ST-3
3
PROPOSED
2"X3" SPACER
PLATE
(TYP. OF 2)
PROPOSED L3x3x3/16
BALLAST ANGLE
(TYP.)
PROPOSED 1/2"
A325 BOLT (TYP.)
PROPOSED 3"1/4" BALLAST
BRACE 3'-9 1/2" LONG.
FIELD CUT CORNERS AS
REQUIRED FOR FIT
COPE ANGLES AND
WELD (ALL CORNERS)
PROPOSED L3x3x3/16
BALLAST ANGLE
PROPOSED 1/2"
A325 BOLT (TYP.)
PROPOSED L6x3.5x5/16
ANGLE WELDED TO
BALLAST TRAY
CJP
1/8
CJP
CUSTOM MOUNT
BALLAST TRAY
13
ST-2
3
ST-1
CUSTOM SHROUD MOUNT DETAIL
N.T.S.
2
ST-1
CUSTOM SHROUD TOP DETAIL
N.T.S.
3
ST-1
1
2 ST-3
ST-3
PROPOSED L6x3.5x5/16
COLUMN SUPPORT ANGLES
THRU BOLTED TO FRP TUBE
(REF 2/ST-3)
PROPOSED 1/2" A325
THRU BOLT
(TYP OF 8)
PROPOSED L4x4x1/4
FRP TOP ANGLE, THRU
BOLT TO FRP TUBE
(TYP OF 4)
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
TOP
SIDE
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED FRP
3"x3"x1/4" TUBE
(TYP OF 4)
PROPOSED L3x3x3/16
COLUMN SUPPORT
ANGLE (TYP OF 4)
PROPOSED 1/2"
U-BOLT (TYP OF 2)
PROPOSED 2'-4" LONG 2.0"
STD MOUNTING PIPE
PROPOSED 1/2"
U-BOLT (TYP OF 2)
PROPOSED 2'-4"
LONG 2.0" STD
MOUNTING PIPE
PROPOSED 1/2" A325
THRU BOLT
(TYP OF 8)
PROPOSED 1/2" A325
THRU BOLT
PROPOSED 1/2"
A325 BOLT
PROPOSED L3x3x3/16
COLUMN SUPPORT
ANGLE (TYP OF 4)
PROPOSED
L6x3.5x5/16" MOUNT
ANGLE (TYP OF 1)
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
PROPOSED L6x3.5x5/16
BRACING ANGLES
WELDED TO FRP TUBE
(REF 2/ST-3)
CUSTOM MOUNT
ELEVATION
12
ST-1
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)
11
C-6
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
4
C-5
GARAGE EQUIPMENT ELEVATION
SCALE: 3/4" = 1'-0"
PROPOSED NEMA 3R RATED EQUIPMENT
CABINET MOUNTED TO GARAGE WALL
(SEE DETAIL 1/C-5)
PROPOSED 100A
ELECTRICAL SUB
P1000 GALVANIZED UNISTRUT PANEL
MOUNTED TO GARAGE WALL
(DETERMINE SPACING IN FIELD)
PROPOSED AWS RRH
MOUNTED ON UNISTRUT TO
PARKING GARAGE WALL
(SEE DETAIL 1/A-2)
PROPOSED PCS RRH
MOUNTED ON UNISTRUT TO
PARKING GARAGE WALL
(SEE DETAIL 2/A-2)
5
C-5
COAX ROUTING DETAIL
SCALE: 1/2" = 1'-0"
PROPOSED VERIZON ANTENNA
PROPOSED SHROUDED
CUSTOM SLED MOUNT
(2) PROPOSED 7/8"
COAX
(2) PROPOSED 1/2"
COAX JUMPERS
PROPOSED
SHROUD
5
C-5
COAX ATTACHMENT (HORIZONTAL)
N.T.S.
EXISTING WALL
PROPOSED P1000 UNISTRUT
(SPACED 3'-0" O.C MAX)
PROPOSED 1/2"Øx4" LAG SCREW
IN STUD OR 1/2" EXPANDING
ANCHOR INTO CMU WALL
(CONTRACTOR TO VERIFY)
PROPOSED 7/8" COAX
WITH SNAP STACK (TYP)
PROPOSED P1000 UNISTRUT
(SPACED 3'-0" O.C MAX)
PROPOSED 1/2"Øx4" LAG SCREW
IN STUD OR 1/2" EXPANDING
ANCHOR INTO CMU WALL
(CONTRACTOR TO VERIFY)
PROPOSED SHROUD
(BY CONTRACTOR)
PROPOSED 7/8" COAX
WITH SNAP STACK (TYP)
EXISTING WALL
6
C-5
COAX ATTACHMENT (VERTICAL)
N.T.S.
PROPOSED SHROUD AND
UNISTRUT TO BE PAINTED
TO MATCH BUILDING
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
CONSTRUCTION
DETAILS
10
C-5
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)
1/2" COAX
7/8" COAX
DUPLEXERS
- 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.
9. CONTACT KEN PUEHL FOR ADDITIONAL INFORMATION AT 520-741-3115.
PROPOSED CHIMNEY CAP
TOP OF EXISTING ROOF
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)
FAUX CHIMNEY DETAILS
9
C-4
PEAK ROOF MOUNT
(SEE SHEETS ST-1 THROUGH ST-5 FOR
MORE DETAIL)
PROPOSED AWS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 1/A-2)
PROPOSED PCS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 2/A-2)
PROPOSED EQUIPMENT CABINET
MOUNTED TO PARKING GARGAE WALL
(SEE DETAIL 1/C-5)
PROPOSED POWER PANEL MOUNTED
TO PARKING GARAGE WALL
GRADE
0'-0" AGL
GRADE
0'-0" AGL
TOP OF ROOF
40'-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)
NORTH ELEVATIONS
8
C-3
(SHROUD TO MATCH EXISTING DOWN SPOUTS)
PROPOSED QUASI-OMNI ANTENNA MOUNTED ON
CUSTOM NON-PENETRATING PEAK MOUNT
(SEE DETAIL 2/A-1)
PROPOSED CUSTOM NON-PENETRATING PEAK ROOF MOUNT
(SEE SHEETS ST-1 THROUGH ST-5 FOR MORE DETAIL)
WEST ELEVATIONS
7
C-2
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)
2
C-3
PROPOSED FIBER IN 2" SCH 40
PVC CONDUIT W/ 3-CELL
PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-6)
PROPOSED 5' WIDE ACCESS
AND UTILITY EASEMENT
PROPOSED SHROUDED
CABLE TRAY
(SHROUD TO MATCH
EXISTING DOWN SPOUTS)
PROPOSED COAX ROUTED
ALONG EXTERIOR OF BUILDING
TO SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING
DOWN SPOUTS)
EXISTING ROOF
ACCESS LADDER
PROPOSED ELECTRICAL FROM
EXISTING ELECTRICAL PANEL(H1A)
IN GARAGE TO NEW EQUIPMENT
(ROUTE THROUGH DROP CEILING)
(SEE DETAILS SHEET E-1)
PROPOSED PCS RRH MOUNTED ON
UNISTRUT TO PARKING GARAGE WALL
(SEE DETAIL 2/A-2)
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
EQUIPMENT PLAN
C-1
6
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)
1/8 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)
UTILITY NOTIFICATION CENTER
Know what's below.
Call before you dig.
TOLL FREE 1800-227-2600
EXISTING UNDERGROUND GAS
LINE
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
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)
Z-2
(TYP)
EXISTING SIDEWALK
PROPOSED VERIZON EQUIPMENT MOUNTED
ON PARKING GARAGE WALL
PROPOSED FAUX CHIMNEY PAINTED
& TEXTURED TO MATCH EXISTING
BUILDING'S BRICK FACADE
(SEE SHEET C-4 FOR MORE DETAIL)
PROPOSED QUASI-OMNI ANTENNA
MOUNTED ON PROPOSED
NON-PENETRATING PEAK MOUNT
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED COAX ROUTED ALONG
EXTERIOR OF BUILDING TO
SHROUDED CABLE TRAY
(SHROUD TO MATCH EXISTING
DOWN SPOUTS)
S COLLEGE AVE
EXISTING FIBER LINE
PROPOSED TRAFFIC RATED
2'-0"x3'-0" FIBER VAULT
(SEE DETAIL 2/C-6)
PROPOSED 5'-0" WIDE ACCESS
AND UTILITY EASEMENT
PROPOSED 5'-0"x10'-0" VERIZON
LEASE AREA
(SEE DETAIL 2/Z-2)
2
C-2
1
C-2
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.
EXISTING TREE
(TYP)
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-5)
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
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)
ELEC PULL BOX
SD SD SD SD SD
E E E
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
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
PROJECT DESCRIPTION
1. INSTALL (2) RRHS, (1) POWER PANEL, AND (1) EQUIPMENT CABINET ON WALL IN THE LOWER
PARKING STRUCTURE.
2. INSTALL NEW CUSTOM NON-PENETRATING PEAK ROOF MOUNT WITH A QUASI-OMNI
ANTENNA WITHIN A FAUX CHIMNEY PAINTED & TEXTURED TO MATCH EXISTING BUILDING'S
BRICK FACADE.
3. INSTALL UNDERGROUND FIBER RUN FROM FIBER VAULT TO EQUIPMENT SITE.
4. INSTALL NEW COAX CABLE FROM THE EQUIPMENT CABINET THROUGH THE DROP CEILING,
UP AN EXTERIOR CONDUIT PAINTED TO MATCH THE BUILDING'S EXTERIOR TO THE
PROPOSED ROOF EQUIPMENT.
5. RUN NEW ELECTRICAL FROM THE EXISTING POWER PANEL IN THE PARKING STRUCTURE
TO THE PROPOSED POWER PANEL AND EQUIPMENT BOX.
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
TITLE SHEET
T-1
1
JURISDICTION: CITY OF FORT COLLINS
ZONING: COMMUNITY COMMERCIAL DISTRICT
APN: 9713219004
PARCEL SIZE: 14,000 S.F.
ELEVATION: 4995' (NAVD 88)
STRUCTURE TYPE: BUILDING
STRUCTURE HEIGHT: 40'-0"± AGL
ANTENNA RAD CENTER: 44'-9" 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, COLORADO 80301
PH: 720 279-8973
REVISION SCHEDULE
REV
0
DATE
01-24-18
BY
RPH PRELIM CDs
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MUGS COFFEE SC
SITE ADDRESS:
714 S COLLEGE AVE
FT COLLINS, CO 80524
JURISDICTION:
CITY OF FT COLLINS
AERO PROJECT #: 097-17-0099
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 03-27-18 LCW 100% CDs
LEGAL DESCRIPTION
THE SOUTH 1/2 OF LOT 3; AND ALL OF LOT 4; IN BLOCK 127, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO C-3
PH-1
ST-1
ST-2
ST-3
C-4
ST-4
GN-1
VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 801-260-8700
GENERAL NOTES
PHOTOSIMULATION VIEWS
SITE PLAN (ROOF LEVEL)
EQUIPMENT PLAN
PROPOSED WEST ELEVATIONS
PROPOSED NORTH ELEVATIONS
FAUX CHIMNEY DETAILS
C-5 CONSTRUCTION DETAILS
A-1
A-2
E-3
G-1
G-2
CUSTOM MOUNT ELEVATION
CUSTOM MOUNT BALLAST TRAY
CUSTOM MOUNT ELEVATION DETAILS
STRUCTURAL NOTES
ANTENNA SCHEDULE & MOUNTING PLAN
OVP & REMOTE RADIO HEAD DETAILS
GROUNDING PLAN
GROUNDING DETAILS
LOAD STUDY
Z-2 SITE PLAN (GARAGE)
C-6 CONSTRUCTION DETAILS (CONTINUED)
E-2 LOAD STUDY
E-1 ONE LINE DIAGRAM & PANEL SCHEDULE
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