HomeMy WebLinkAboutFTC MO JEAUX WTE VERIZON - BDR180026 - SUBMITTAL DOCUMENTS - ROUND 3 - PLANSFTC MO JEAUX SC
1409 W ELIZABETH ST
FORT COLLINS, COLORADO 80521
NEW ROOFTOP MACRO
CONSTRUCTION DRAWINGS
VICINITY MAP
PROJECT
AREA
SITE DIRECTIONS
DEPART 3131 S VAUGHN WAY, AURORA, CO 80014:
HEAD SOUTH TOWARD S 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 FORT COLLINS. TAKE EXIT 269B TO MERGE ONTO CO-14 W/E MULBERRY ST TOWARD
FORT COLLINS. MERGE ONTO CO-14 W/E MULBERRY ST. CONTINUE STRAIGHT ONTO W MULBERRY
ST. TURN LEFT ONTO CITY PARK AVE. TURN RIGHT ONTO W ELIZABETH ST. DESTINATION WILL BE
ON THE LEFT IN 328 FT.
FORT COLLINS, COLORADO
CLIENT
PROPERTY OWNER
VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 801-260-8700
1409 ELIZEBETH LLC
CONTACT: PHILIP SCHUMAN
PHONE: 970-219-9965
3977 CAMINO RANCHERO
CAMARILLO, CA 93012
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: KENT McDERMOTT
EMAIL: KENT.MCDERMOTT@VERIZONWIRELESS.COM
AERO SOLUTIONS, LLC
5555 CENTRAL AVE #100
BOULDER, CO 80301
CONTACT: MATT FLECK
PHONE: 720-279-8973
ENGINEER
CONSTRUCTION MANAGER
SITE ACQUISITION
LRK CONSULTING
1196 GRANT STREET, UNIT 313
DENVER, CO 80203
CONTACT: RYAN SAGAR
PHONE: 219-477-0099
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: RAM NANDIRAJU
EMAIL: RAM.NANDIRAJU@VERIZONWIRELESS.COM
RF ENGINEER
PROJECT DATA
CODE ANALYSIS
IBC 2018 (W/ LOCAL AMENDMENTS)
NEC 2017
NFPA-1 (2006)
U - UTILITY
IIB
GENERAL
NOTES
GN-1
2
GENERAL NOTES:
1. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY DETAIL" BY
RLF CONSULTING, DATED 05/04/18.
2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND
REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.
4. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY
CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF
WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE
CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS
PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE
CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY.
6. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS,
EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
7. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT
THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
8. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF.
THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED.
9. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY.
10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS
REQUIRED).
11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE.
12. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE.
13. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE
RECEPTACLES.
14. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988).
15. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
16. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR
TO INSTALLATION.
17. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET TIA-222-G AS PER IBC 2015 REQUIREMENTS.
18. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
19. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO
EXCAVATING.
20. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT
OWNERS REPRESENTATIVE.
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
GENERAL NOTES
(CONTINUED)
GN-2
3
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET)
0-2
3-4
5-9
10-14
15-19
OVER 19
1
2
5
10
12
15
STREET TREE NOTES:
1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS
NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY.
THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED.
FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING
TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE
COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON
THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL
APPROVAL OF EACH PHASE.
3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE
WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE
PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.
STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING SOUTHWEST)
SCALE: N.T.S.
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING SOUTHWEST)
SCALE: N.T.S.
3
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING SOUTH)
SCALE: N.T.S.
4
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING SOUTH)
SCALE: N.T.S.
PHOTOSIMULATIONS
PH-1
4
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1
PH-2
PHOTOSIMULATION VIEW (BEFORE, LOOKING EAST)
SCALE: N.T.S.
2
PH-2
PHOTOSIMULATION VIEW (AFTER, LOOKING EAST)
SCALE: N.T.S.
PHOTOSIMULATIONS
(CONTINUED)
PH-2
5
D
S
Y
WV
WV
WM S
WV
WM
ET
GM
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W W W
SS SS
W W W W
SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD
SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
TV TV TV
TV TV TV
TV TV TV TV
UE UE
UE UE UE UE
UE UE
UE UE
UE UE UE
UE UE UE UE UE UE UE
UE UE
UE U
E UE
UE UE
UE
SD SD SD SD
SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD
X X X
X X
X X X X X X X X X X X X X X X X X X X X X
X X X X X
X
X
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
W
W W W W W W
E
F
F
F F
F F F F F F F F F
E
E
E E E E
EXISTING 10'-0"
DRAINAGE EASEMENT
EXISTING 10'-0"
UTILITY
EASEMENT
PROPOSED
20'-0"
F F F F F
F
F F F F
F F F F F F F F F F
F F F F
RD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD
R
D
RD
F F F
F
E E E E E E E E E E E E E E E E E
E
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
PROPOSED CHASE TO ROOFTOP
(PAINT TO MATCH EXISTING DOWNSPOUTS)
(SEE SHEET C-7 FOR MORE DETAIL)
PROPOSED VERIZON ANTENNA
MOUNTED TO NEW ANTENNA FRAME
(3 PER SECTOR, 12 TOTAL)
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED HYBRID RUN FROM EQUIPMENT
CABINET TO ROOFTOP OVP'S
(SEE SHEET C-6 FOR MORE DETAIL)
PROPOSED VERIZON RRH MOUNTED TO
BOTTOM OF ANTENNA MOUNT
(12 TOTAL)
(SEE SHEET A-1 FOR MORE DETAIL)
SECTOR D
VZW ANTENNA AZ= 330°
SECTOR A
VZW ANTENNA AZ= 60°
33'-0"
36'-7"
39'-0"
47'-0"
46'-0"
43'-0"
36'-7"
39'-0"
33'-0"
47'-0"
42'-0"
46'-0"
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
PROPOSED VERIZON ANTENNA
MOUNTED TO BACK OF PARAPET WALL
(3 PER SECTOR, 12 TOTAL)
TOP OF PARAPET
36'-7" AGL
TOP OF ROOF
33'-0" AGL
PROPOSED VERIZON RRH MOUNTED TO
BOTTOM OF ANTENNA MOUNT
(3 PER SECTOR, 12 TOTAL)
TOP OF PROPOSED VERIZON ANTENNA
97'-9"
14'-0"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
PROPOSED LINE OF SIGHT FROM 5'8"
PERSON IN THE MIDDLE OF THE SIDEWALK
ACROSS W ELIZABETH AVENUE
L.O.S.
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 WEST ELIZABETH AVE
WEST ELIZABETH AVENUE
PROPOSED ANTENNA CONCEALMENT SCREEN
(PAINT TO MATCH PRIMARY BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
PROPOSED ANTENNA CONCEALMENT SCREEN
(PAINT TO MATCH PRIMARY BUILDING COLOR
AND NEW TRIM)
PROPOSED VERIZON ANTENNA
(3 PER SECTOR, 12 TOTAL)
2
C-3
PERSPECTIVE ELEVATION
SCALE: N.T.S.
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-3
LINE OF SIGHT ELEVATION
241'-3"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
PROPOSED LINE OF SIGHT FROM 5'8"
PERSON STANDING IN THE PARKING LOT
IN FRONT OF THE 7-ELEVEN EAST OF THE
PROPOSED BUILDING
L.O.S.
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 IN
THE PARKING LOT IN FRONT OF THE 7-ELEVEN
EAST OF THE PROPOSED BUILDING LOCATION.
PROPOSED ANTENNA CONCEALMENT SCREEN
(PAINT TO MATCH PRIMARY BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
(2) PROPOSED EQUIPMENT CABINETS
MOUNTED ON ROOF
2
C-4
PERSPECTIVE ELEVATION
SCALE: N.T.S.
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"
LOS ELEVATION II
C-4
3'-0"
6'-0" 2"
2'-10"
3'-0"
2'-10"
FRONT VIEW LEFT SIDE VIEW
TOP VIEW
FRONT VIEW LEFT SIDE VIEW
TOP VIEW
6'-0" 2"
2'-6"
2'-10"
2'-6" 2'-10"
4'-8"
10'-0"
10'-0" 4'-8"
(2) PROPOSED 1/2" THICK RUBBER MATS
BENEATH STEEL PLINTH TO PROTECT
ROOF SURFACE
(CUT TO MATCH DIMENSIONS OF PLATE)
6"
6"
6"
(2) PROPOSED 1/2" THICK RUBBER MATS
BENEATH STEEL PLINTH TO PROTECT
ROOF SURFACE
(CUT TO MATCH DIMENSIONS OF PLATE)
EXISTING ROOF ROCK
(REMOVE AS NEEDED)
2'-0"
5"
1'-1"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
UTILITY NOTIFICATION CENTER
6" MIN.
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"
16.5"
29.5"
12.6"
6" MIN.
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
NOTE:
1. ALL SUPPORT/ANCHOR HARDWARE TO BE HOT DIPPED GALVANIZED OR
STAINLESS STEEL.
2. VERIFY PLACEMENT DOES NOT BLOCK EXISTING WINDOWS ON BUILDING. CONSTRUCTION DETAILS
(CONTINUED)
C-6
11
1
C-6
ELECTRICAL CONDUIT DETAIL
N.T.S.
E E
E E
E E E E E E E E E E E E E E E
E E E E E E E
F F F
F F F F F F F F F F F F F
F F F F F F
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
CONDUIT ROUTING
DETAILS
C-7
13
PROPOSED CONCEALMENT CHASE FOR
ELECTRICAL ROUTING UP SIDE OF BUILDING
(MATCH EXISTING DOWNSPOUT)
EXISTING BUILDING
PROPOSED POWER IN 2" EMT CONDUIT FROM
BASE OF BUILDING TO EQUIPMENT CABINET
PROPOSED ELECTRICAL METER
PROPOSED POWER IN 3" PVC CONDUIT FROM
METER TO BASE OF BUILDING
PROPOSED CONCEALMENT CHASE FOR
ELECTRICAL ROUTING UP SIDE OF BUILDING
(MATCH EXISTING DOWNSPOUT)
EXISTING BUILDING
PROPOSED FIBER IN 2" EMT CONDUIT FROM
BASE OF BUILDING TO EQUIPMENT CABINET
PROPOSED FIBER IN 2" PVC CONDUIT FROM
VAULT TO BASE OF BUILDING
EXISTING DOWNSPOUT
EXISTING DOWNSPOUT
1
C-7
PROPOSED POWER ROUTING ELEVATION
3'-0"
3'-4"
2'-7"
3'-0"
3'-6"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
STAIR DETAILS
C-8
14
1
C-8
PROPOSED STAIR DETAIL
SCALE: 1" = 1'-0"
PROPOSED HANDRAIL
EXISTING PARAPET
WALL
PROPOSED HANDRAIL
EXISTING PARAPET WALL
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)
21'-1"
19'-2"
14'-0"
12'-10"
11'-0"
20'-8"
18'-8"
9'-10"
F F
F F F F F F
F F F F F F F F F
3'-3"
19'-2"
18'-8"
19'-2"
4'-0" 4'-0"
4'-0" 4'-0"
5'-3"
SD SD SD
19'-2"
19'-2"
19'-2"
12'-1"
5'-0" 5'-0"
5'-0" 5'-0"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
SCREEN
DETAILS
C-9
15
1
C-9
ANTENNA SCREEN - SECTOR A & D
N.T.S.
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1
C-10
ANTENNA SCREEN COLOR SAMPLE
N.T.S.
MAIN FIBERGLASS SCREEN:
SMOOTH STUCCO PAINTED TO
MATCH LIGHT TAN OF EXISTING
BUILDING WALLS
FASCIA TRIM OF NEW SCREEN TO
MATCH LIGHT SILVER COLOR OF
EXISTING GUTTER/BUILDING TRIM
MATERIAL
REFERENCES
C-10
16
F F F F
F F F F F F F F F F F F
F F F F F F F F F F F F F F F F F F
4'-0" 4'-0"
4'-0" 4'-0"
5'-0" 5'-0"
5'-0" 5'-0"
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
ANTENNA
PLAN
A-1
17
A-1 60° 42'-0" TBD 95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS - -
HYBRID 6x12 94 FT.
A-2
A-3
B-1
B-2
B-3
G-1
G-2
G-3
ANTENNA & CABLE SCHEDULE
SECTOR AZIMUTH
MOUNTING
HEIGHT
ANTENNA MODEL TECHNOLOGY ANTENNA SPECIFICATIONS
MECHANICAL
DOWNTILT
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
M
LOAD CENTER
PROPOSED 200A
LOAD CENTER
EXISTING 120/208 V
3Ø 75kVA TRANSFORMER
(FAULT = TBD)
PROPOSED 3" PVC CONDUIT WITH (4)
3/0 CU CONDUCTORS
(LENGTH = 20'-0")
PROPOSED 200A
LEVER-TYPE DISCONNECT
(FAULT = TBD)
PROPOSED 200A
METER
PROPOSED 200A
LEVER-TYPE DISCONNECT
PROPOSED 3" EMT CONDUIT WITH (4) 3/0 CU
CONDUCTORS & (1) #6 CU GROUND
(LENGTH = 160'-0")
1
E-1
ONE-LINE DIAGRAM
N.T.S
ONE-LINE DIAGRAM,
ELEVATION & PANEL
SCHEDULE
E-1
18
3
E-1
ONE-LINE ELEVATION
N.T.S
WM
GM
W W W
SS SS SS
W W W W W
X X
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
W W
W W
F
F
F F
F F
F F F F F
RD
ET
SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD
UE
UE
UE UE UE UE UE
UE UE UE UE
UE
SD SD SD SD SD SD SD
D SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
X X X X X X X X
X
X X X X X X X X
X X X
X
R
D
RD
E E
F
E
E E
E E E
E E E E E E E E E
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
SD SD SD SD
SD
UE UE UE UE
SD SD SD SD SD SD SD SD SD
X X
E E E E
E E E E
E E E E E E E
E E
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
N
1
G-1
GROUNDING PLAN
SCALE: 1/2"=1'-0"
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
GROUNDING
PLAN
G-1
20
GROUND ROD W/ ACCESS
XIT GROUND ROD
5/8" GALVANIZED GROUND ROD
MECHANICAL TYPE CONNECTION
CADWELD TYPE CONNECTION
GROUND SYMBOLS:
GROUNDING WIRE
PROPOSED CADWELD (TYP)
PROPOSED BATTERY CABINET
TYPE NC
TYPE GT
TYPE GL LUG TYPE HA
TYPE GR TYPE VS
TYPE HS TYPE SS
TYPE XA
TYPE PT
(2)
(3)
(5)
(4) (1)
MGB 2 EM SGC424-VZW OR EQUAL
GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW).
INSULATORS, BY HARGER CAT. #5263-A5.
5/8 " LOCKWASHERS, STAINLESS STEEL.
WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2.
5/8-11x3" H.H.C.S. BOLTS, STAINLESS STEEL.
(2)
(3)
(4)
(5)
(1)
LEGEND
OR EQUAL
REMARKS
EM SGC412-VZW
CAT. NO.
ELECTRIC MOTION COMPANY
MANUFACTURER
CGB 3
TYPE QTY.
GROUND BAR SCHEDULE
ELECTRIC MOTION COMPANY
"GALV STEEL" STEEL
STAMPED ON EITHER END
CADWELD AT TWO LOCATIONS
3'-6"
FINISHED GRADE
1'-0"
36"
THREADED PVC
PIPE CAP
2" SLOTTED HOLE (TYP)
5/8"X10'-0" GALVANIZED
GROUND ROD.TOTAL DEPTH IN
SOIL TO BE 8'-0" MIN.
EXOTHERMIC
CAD WELD
(2) #2 AWG BARE SOLID
GROUND WIRE
6" Ø PVC PIPE REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
RD
D
S
Y
WV
WV
WM S
WV
WM
ET
GM
SS SS SS SS SS SS SS SS SS SS SS SS
W W
SS
W W
SD SD SD SD SD SD SD SD
SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
TV TV
TV TV TV TV
U
E
UE UE
UE UE
UE UE
UE UE UE UE
UE
UE UE
UE UE
SD SD
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD
X X
X
X X
X X X X X X X X X X X
X X X
X
R
D
RD
RD
SD SD SD SD SD SD SD SD SD SD
W
W W W
F
F F F F F
RD
D
S
Y
WV
WV
WM S
WV
WM
ET
GM
SS SS SS SS SS SS SS SS SS SS SS SS
W W
SS
W W
SD SD SD SD SD SD SD SD
SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
TV TV
TV TV TV TV
UE
UE UE
UE UE
UE UE
UE UE UE UE
UE
UE UE
UE UE
SD SD
SD SD SD SD SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD
X X
X
X X X X X X X X X X X X X
X X X
X
R
D
RD
RD
SD SD SD SD SD SD SD SD SD SD
W
W W W
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
1
TM-1
LANDSCAPING PLAN - EXISTING
SCALE: 1/16"=1'-0"
2
TM-1
LANDSCAPING PLAN - PROPOSED
SCALE: 1/16"=1'-0"
TREE MITIGATION
PLAN
TM-1
22
EXISTING LANDSCAPING
EXISTING 51'-0"± HONEYLOCUST 16", FAIR PLUS
CONDITION, MITIGATION VALUE: 1.5; REMAIN
EXISTING 10'-0"± HONEYLOCUST 2", DEAD,
MITIGATION VALUE: 0; REMAIN
EXISTING 28'-0"± HONEYLOCUST 10", FAIR
CONDITION, MITIGATION VALUE: 1; REMAIN
EXISTING 30'-0"± BLUE SPRUCE 13", GOOD
CONDITION, MITIGATION VALUE: 1.5; REMAIN
EXISTING OFF SITE
TREES; TO REMAIN
NOTE:
- A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE PLANTED. FAILURE
TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF
FORT COLLINS CODE SUBJECT TO CITATION (SECTION
27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF
OCCUPANCY.
- ALL EXISTING TREES TO REMAIN AND BE PROTECTED.
EXISTING PROPETY LINE
EXISTING CURB
EXISTING
BUILDING
EXISTING
PARKING
LOT
1/16 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
16 0 8 16 32 64
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
1/16 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
16 0 8 16 32 64
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
EXISTING LANDSCAPING
EXISTING 51'-0"± HONEYLOCUST
16", FAIR PLUS CONDITION,
MITIGATION VALUE: 1.5; REMAIN
EXISTING 10'-0"± HONEYLOCUST
2", DEAD, MITIGATION VALUE: 0;
REMAIN
EXISTING 28'-0"± HONEYLOCUST
10", FAIR CONDITION, MITIGATION
VALUE: 1; REMAIN
EXISTING 30'-0"± BLUE SPRUCE
13", GOOD CONDITION,
MITIGATION VALUE: 1.5; REMAIN
EXISTING PROPETY LINE
EXISTING CURB
EXISTING
BUILDING
EXISTING
PARKING
LOT
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
CABLE TO ANTENNA
CABLE GROUNDING
CLAMP KIT
#6 AWG GREEN INSULATED
COPPER GROUNDING
CONDUCTOR
CABLE TO EQUIPMENT
3M SCOTCH SUPER 33+ VINYL
ELECTRICAL TAPE
(OR APPROVED EQUAL)
PROPOSED COAX
VAPOR WRAP SEALANT
COAX TO JUMPER
CONNECTION
PROPOSED JUMPER
2
G-2
TYPICAL CABLE GROUNDING
SCALE: N.T.S.
4
G-2
WEATHERPROOFING DETAIL
SCALE: N.T.S.
5
G-2
TYPICAL CADWELD TYPE CONNECTIONS
SCALE: N.T.S.
6
G-2
GROUND BAR DETAIL
SCALE: N.T.S.
EACH ANTENNA SECTOR (TYP)
COAX TYP.
#6 THWN GREEN
INSULATED (TYP)
SECTOR AGB
#2 AWG SOLID BTCW
#2 AWG SOLID BTCW
#2 AWG SOLID BTCW
HYBRIFLEX AND COAX GROUND
KIT #6 THWN GREEN INSULATED
MGB AT
EQUIPMENT PLATFORM
(2) #2 AWG SOLID BTCW
EXISTING GROUND
ROD AT GRADE
ANTENNA
RRH
MOUNTING
ANTENNA
MOUNTING
MOUNTING
ANTENNA
MOUNTING
OVP
RRH
RRH
3
G-2
GROUND ROD DETAIL
SCALE: N.T.S.
1
G-2
GROUNDING RISER DIAGRAM
SCALE: N.T.S.
GROUNDING
DETAILS
G-2
21
RRH ANTENNA
PROPOSED MASTER GROUND BAR
PROPOSED EQUIPMENT CABINET
PROPOSED (2)-#2 BARE TINNED
SOLID COPPER GROUND WIRE
ROUTED DOWN TO PROPOSED
GROUND ROD AT GRADE
PROPOSED (2)-#2 BARE TINNED
SOLID COPPER GROUND WIRE
ROUTED DOWN TO PROPOSED
GROUND ROD AT GRADE
PROPOSED 5/8"Øx10'-0"
GROUND ROD BURIED
36" BELOW GRADE
(SEE DETAIL 3/G-2)
PROPOSED GROUND WIRE FROM
EQUIPMENT CABINET TO MASTER
GROUND BAR (TYP)
PROPOSED (2)-#2 GREEN THHN
GROUND WIRE TO MASTER GROUND
BAR AT EQUIPMENT PLATFORM
(TYP PER SECTOR)
PROPOSED SECTOR
GROUND BAR (TYP)
PROPOSED #6 AWG GROUND
WIRE TO OVP (TYP)
PROPOSED #6 AWG GROUND
WIRE TO RRH'S (TYP)
PROPOSED #6 AWG GROUND
WIRE TO ANTENNA (TYP)
PROPOSED VERIZON ANTENNA
MOUNTED TO CUSTOM MOUNT
BEHIND SCREEN WALL
(TYP OF 4 PER SECTOR, 12 TOTAL)
PROPOSED VERIZON RRH MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 3 PER SECTOR, 12 TOTAL)
PROPOSED VERIZON
CONCEALMENT WALL
PROPOSED VERIZON OVP MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 1 PER SECTOR, 3 TOTAL)
PROPOSED (2)-#2 GREEN THHN
GROUND WIRE TO MASTER
GROUND BAR AT EQUIPMENT
PLATFORM
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
EXISTING 15" RCP STORM MAIN.
TOP OF PIPE BURIED APROX. 45"
B.F.G (CONTRACTOR TO VERIFY)
1
U-1
UTILITY PLAN
SCALE: 3/16"=1'-0"
UTILITY
COORDINATION
U-1
19
UTILITY PLAN SCHEDULE
QUANTITY
1
POWER NOTES:
1. SERVICE SHALL BE 120/208V, 3Ø, 4W, 200A
2. CONTRACTOR TO COORDINATE INSPECTION AND PLACEMENT OF METER WITH
THE LOCAL UTILITY COMPANY:
FTC L&P
CONTACT: AUSTIN KREAGER
PHONE: 790-224-6152
W.O. NUMBER: TBD
ITEM LENGTH PROVIDED BY INSTALLED BY
TRANSFORMER - FTC L&P FTC L&P
DESCRIPTION
EXISTING
120/208V, 3Ø, 3W, 75kVA
1 CONDUITS - LINE TO METER 3" PVC 140'± CONTRACTOR
3 CONDUCTORS - LINE TO METER (4) TBD CU CONDUCTORS 140'± CONTRACTOR
CONTRACTOR
CONTRACTOR
2 DISCONNECT - CONTRACTOR
LEVER-TYPE
200A FUSED
CONTRACTOR
1 METER SOCKET TYP - CONTRACTOR CONTRACTOR
1 METER TYP - FTC L&P FTC L&P
3/16 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 4 8 16
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED NEW POWER SERVICE ROUTED IN 3"
EMT CONDUIT FROM EXISTING TRANSFORMER TO
NEW METER MOUNTED TO EXTERIOR OF WALL
EXISTING
BUILDING
EXISTING TRANSFORMER
PROPOSED 200A METER
MOUNTED TO EXTERIOR WALL
EXISTING
BUILDING
PROPOSED 2'-0"x3'-0" FIBER VAULT
PROPOSED FIBER RUN FROM FIBER
VAULT TO EQUIPMENT SITE
PROPOSED 10' WIDE UTILITY EASEMENT
-PROPERTY OWNER TO VERIZON
PROPOSED FIBER IN 2" SCH 40 PVC
CONDUIT W/ 3-CELL PLENUM MAXCELL
INNERDUCT TO MMP IN R.O.W.
PROPOSED UTILITY EASEMENT -
PROPERTY OWNER TO CITY
(WIDTH VARIES)
PROPOSED NEW POWER SERVICE ROUTED
UNDERGROUND IN 3" PVC CONDUIT FROM NEW METER
TO PROPOSED DOWNSPOUT FOR ROOF ROUTING
(SEE DETAIL 1/C-7)
PROPOSED DOWNSPOUT FOR POWER
ROUTING TO ROOFTOP
(TO MATCH EXISTING DOWNSPOUTS)
(SEE DETAIL 1/C-7)
PROPOSED NEW POWER SERVICE ROUTED ALONG ROOFTOP
ON SLEEPERS IN 3" EMT CONDUIT FROM PROPOSED
DOWNSPOUT TO EQUIPMENT CABINETS
PROPOSED EQUIPMENT CABINETS
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED JUNCTION BOX
INSTALLED ON ROOF
PROPOSED UTILITY EASEMENT -
PROPERTY OWNER TO VERIZON
(WIDTH VARIES)
EXISTING 120/208 V
3Ø 75kVA TRANSFORMER
(FAULT = TBD)
PROPOSED 3" PVC CONDUIT
WITH (3) 3/0 CU CONDUCTORS
(LENGTH = 20'-0")
EXISTING BUILDING
PROPOSED 200A
LEVER-TYPE DISCONNECT
(FAULT = TBD)
PROPOSED 200A
METER
PROPOSED 200A
LEVER-TYPE DISCONNECT
PROPOSED EQUIPMENT CABINET
WITH 200A LOAD CENTER
PROPOSED 3" EMT CONDUIT WITH (3) 3/0 CU
CONDUCTORS & (1) #6 CU GROUND
(LENGTH = 160'-0")
PROPOSED DOWNSPOUT
TO MATCH EXISTING
EXISTING METER BANK
2
E-1
ILC PANEL SCHEDULE
N.T.S
PANEL CIRCUIT
AND
LOAD SCHEDULE
LOAD LOAD PER PHASE (VA)
PHASE
A B C
DESCRIPTION
QTY.
UNIT
V.A.
LOADS
CONTINUOUS
LOADS
N0N-CONTINUOUS
TRIP
POLES
WIRE SIZE
A.I.C.
10,000 THHN
WIRE TYPE
- -
10,000 THHN
10,000 THHN
10,000 THHN
SUBTOTAL
CONTINUOUS
4222
- - -
VOLTAGE: 120/208 CYCLE: 60 PHASE: 3 WIRE: 4
NEUTRAL: 200 AMPS
MAIN BREAKER: 200 AMP FRAME
MAIN LUGS: AMPS
MAINS: TOP BOTTOM
A.I.C.: 22000 TRIP: 200 AMPS
MAIN COPPER BUS: 200 AMPS
X
SERVICE:
DESIGNATION:
LOCATION:
LOAD PER PHASE (VA) LOAD
PHASE
A B C
DESCRIPTION
QTY.
UNIT
V.A.
LOADS
CONTINUOUS
LOADS
N0N-CONTINUOUS
TRIP
POLES
WIRE SIZE
A.I.C.
THHN 10,000
WIRE TYPE
- -
SUBTOTAL
CONTINUOUS
9580 8180 TOTAL
5200
9422
120/208 VAC
N/A
N/A
NO EQUAL: APPROVED EQUAL:
MOUNTING: SURFACE: X FLUSH:
TOTAL KVA
CONTINUOUS x 1.25
TOTAL KVA
NON-CONTINUOUS
TOTAL KVA
TOTAL AMPS
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
BLK
RED
BLU
200A
S
G
S
N
#4 TEMP.
BOND
#TBD #TBD
120/208 VAC 3Ø 200 AMP
SERVICE SUPPLIED & INSTALLED
BY SITE ELECTRICAL CONTRACTOR
4380 2980
X
1400
1400
1400
HVAC #1
RECTIFIER #5
RECTIFIER #6
RECTIFIER #7
RECTIFIER #8
SPARE
SPARE
SPARE
HVAC #2
1400
1
1400
1400
1400
- -
- -
- -
1
1
1
1
1
1400
1400
1400
1400
1000
1000
1000
1000
1400
1400
1400
1400
1400
1000
1000
1000
1000
1400
1400
1
1
1
RECTIFIER #1
1400
1400
RECTIFIER #2
RECTIFIER #3
1400
1400
RECTIFIER #4
-
1
1400
1400
GFCI RECEPTACLES
SPARE -
180
SPARE
TELCO BOX RECEP.
LIGHT
SPARE
SPARE
-
180
22
-
-
1
1
1
1400
1400
1400
1400
1400
1400
1400
1400
180
180
22
-
-
- -
- - -
-
- - -
- - -
- - -
5200 5200 33.98
0
33.98
94.2
X 30A 2 10 X
X 30A 2 10 10,000 THHN
X 30A 2 10 10,000 THHN
X 30A 2 10 10,000 THHN
- -
- -
- -
X
X
X
- -
- -
10 2 30A
THHN 10,000 10 2 30A X
THHN 10,000 10 2 30A X
THHN 10,000 10 2 30A X
THHN 10,000 12 2 20A X
THHN 10,000 12 2 20A X
20A 1 12
20A 1 12
20A 1 12
PROPOSED SERVICE ENTRY GROUND
COMMSCOPE
NHH-45C-R2B
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
150° TBD 72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS - -
HYBRID 6x12 98 FT.
COMMSCOPE
JAHH-65B-R3B
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
240° TBD - -
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
HYBRID 6x12 94 FT.
43'-0"
240°
240°
1
A-1
ANTENNA PLAN
SCALE: 1/2"=1'-0"
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
(2) PROPOSED AND (1) FUTURE VERIZON
RRH'S MOUNTED TO CUSTOM MOUNT
BEHIND SCREEN WALL
(TYP OF 3 PER SECTOR, 12 TOTAL)
PROPOSED VERIZON OVP MOUNTED TO
CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 1 PER SECTOR, 4 TOTAL)
N
PROPOSED VERIZON ANTENNA MOUNTED
TO CUSTOM MOUNT BEHIND SCREEN WALL
(TYP OF 3 PER SECTOR, 12 TOTAL)
SECTOR D
VZW ANTENNA AZ= 330°
SECTOR A
VZW ANTENNA AZ= 60°
SECTOR B
VZW ANTENNA AZ=150°
SECTOR C
VZW ANTENNA AZ= 240°
D-1
D-2
D-3
330° TBD - -
(SHARED HYBRID) -
TBD - -
TBD - -
(SHARED HYBRID) -
HYBRID 6x12 94 FT.
60°
60°
42'-0"
42'-0"
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
42'-0"
COMMSCOPE
NHH-45C-R2B
42'-0"
42'-0"
COMMSCOPE
NHH-45C-R2B
COMMSCOPE
NHH-45C-R2B
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
95.9"(L) x 18.0"(W) x 7.0"(D) 87.1 LBS
330°
330°
72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS
COMMSCOPE
JAHH-65B-R3B
72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS
COMMSCOPE
JAHH-65B-R3B
COMMSCOPE
JAHH-65B-R3B
72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS
COMMSCOPE
JAHH-65B-R3B
72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS
COMMSCOPE
JAHH-65B-R3B
72.0"(L) x 13.8"(W) x 8.2"(D) 72.3 LBS
COMMSCOPE
JAHH-65B-R3B
43'-0"
43'-0"
43'-0"
43'-0"
43'-0"
150°
150°
4
C-9
ANTENNA SCREEN - SECTOR B & C
N.T.S.
C-9
3
3
C-9
ANTENNA SCREEN - SECTOR A & D
N.T.S.
2
C-9
ANTENNA SCREEN - SECTOR B & C
N.T.S.
C-9
4
PROPOSED ANTENNA CONCEALMENT
WALL (PAINT TO MATCH PRIMARY
BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
PROPOSED OVP MOUNTED TO
CONCEALMENT WALL
(4 TOTAL)
EXISTING
ELEVATOR SHAFT
PROPOSED VERIZON ANTENNA
MOUNTED TO BACK OF
PARAPET WALL
(3 PER SECTOR, 12 TOTAL)
PROPOSED VERIZON RRH MOUNTED TO
BOTTOM OF ANTENNA MOUNT (12 TOTAL)
PROPOSED ACCESS
STAIRS
(SEE SHEET C-8)
SCALE: N.T.S.
2
C-7
PROPOSED FIBER ROUTING ELEVATION
SCALE: N.T.S.
PROPOSED POWER IN 3" EMT CONDUIT
ROUTED FROM DOWNSPOUT
SLEEPERS ON ROOFTOP
PROPOSED JUNCTION BOX AT PARAPET
PENETRATION
ANCHOR TO WALL WITH (2) HILTI
3/8"X3-1/2" (EMBEDMENT) HIT
THREADED ROD WITH HIT HY-150
INJECTION ADHESIVE
PROPOSED CHASE CONCEALMENT
(TO MATCH EXISTING DOWNSPOUT)
EMT CONDUIT FOR POWER
EMT CONDUIT FOR GROUND
CONDUIT CLAMP
P1000 UNISTRUT
(6'-0" O.C.)
NOTES:
1. FOR EMT CONDUIT, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 10' O.C.
2. FOR COAX, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 3' O.C.
PROPOSED 4" CONDUIT CLAMP
PROPOSED 4" EMT CONDUIT FOR
HYBRIFLEX CABLE
PROPOSED COOPER DURA BLOK
DB10-36 ROOFTOP SUPPORT
3
C-6
HYBRIFLEX CONDUIT DETAIL
N.T.S.
4
C-6
FIBER & POWER CONDUIT DETAIL
N.T.S.
NOTES:
1. FOR EMT CONDUIT, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 10' O.C.
2. FOR COAX, MAX PROPOSED SPACING BETWEEN SLEEPERS IS 3' O.C.
PROPOSED COOPER DURA BLOK
DB10 ROOFTOP SUPPORT
PROPOSED 2" CONDUIT
FOR FIBER
PROPOSED 2" CONDUIT CLAMP
PROPOSED 2" CONDUIT
FOR POWER
PROPOSED 2"
CONDUIT CLAMP
NOTE:
SEPARATION DIMENSIONS TO BE VERIFIED WITH
LOCAL UTILITY COMPANY REQUIREMENTS.
5
C-6
UTILITY TRENCH DETAIL
N.T.S.
6
C-6
PULLBOX DETAIL
N.T.S.
FINISHED GRADE OR PAVING.
MATCH SLOPE AND THICKNESS OF
EXISTING CONDITIONS
3"Ø SCH 40 PVC
POWER CONDUIT
(AS REQUIRED)
BACKFILL (SAND OR NATIVE
SOIL) PER ASTM STANDARDS
UNDISTURBED SOIL
UTILITY WARNING TAPE
2"Ø SCH 40 PVC FIBER
CONDUIT
(AS REQUIRED)
0.5 CDF SKID
RESISTANT SURFACE
5/8"x4"
PULL SLOT
MAKE: HUBBELL 24"X36" FRP
STRAIGHT WALL
MODEL: B16243630A
LIFTING
INSERTS (4)
FRONT VIEW SIDE VIEW
NOTE:
FOR HYBRID CABLE RUNS OVER 262', THE CONTRACTOR IS TO
ADD BRIDGE KIT MODEL# RM-3315-WB-KIT & 3315-WB-KIT.
MOUNTING
BRACKET
7
C-6
OVP DETAIL
N.T.S.
BOTTOM VIEW
NOTE:
1. ALL SUPPORT/ANCHOR HARDWARE TO BE HOT DIPPED GALVANIZED OR
STAINLESS STEEL.
2. VERIFY PLACEMENT DOES NOT BLOCK EXISTING WINDOWS ON BUILDING.
2
C-6
FIBER CONDUIT DETAIL
N.T.S.
ANCHOR TO WALL WITH (2) HILTI
3/8"X3-1/2" (EMBEDMENT) HIT
THREADED ROD WITH HIT HY-150
INJECTION ADHESIVE
PROPOSED CHASE CONCEALMENT
(TO MATCH EXISTING DOWNSPOUT)
EMT CONDUIT FOR FIBER
CONDUIT CLAMP
P1000 UNISTRUT
(6'-0" O.C.)
Know what's below.
Call before you dig.
TOLL FREE 1800-227-2600
1
C-5
RBA72 CABINET DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
2
C-5
RBA72 BATTERY CABINET DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
3
C-5
CABINET PLINTH DETAIL
SCALE: 3/4"=1'-0"
3/4 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 3 4 5
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
CONSTRUCTION
DETAILS
C-5
11
NOTES:
1. REMOVE EXISTING ROOF ROCK
AS NECESSARY FOR
INSTALLATION OF PROPOSED
EQUIPMENT PLINTH
2. VERIFY INTEGRITY OF EXISTING
ROOF MEMBRANE PRIOR TO
PLACING PROPOSED
EQUIPMENT
NOTE:
DEKA FAHRENHEIT HT200ET BATTERY (OR APPROVED EQUAL)
WEIGHT: 151 LBS
4
C-5
BATTERY DETAIL
N.T.S.
NOTE:
MAXIMUM (240) DEKA
FAHRENHEIT HT200ET
BATTERIES TO BE INSTALLED
(UP TO 62.16 GALLONS OF
ELECTROLYTE)
10
(2) PROPOSED EQUIPMENT CABINETS
MOUNTED ON ROOF
SCALE: 1/8"=1'-0"
LOS ELEVATION I
C-3
9
46'-0" AGL
PROPOSED VERIZON RAD CENTER (B&C)
43'-0" AGL
GRADE
0'-0"± AGL
PROPOSED OVP MOUNTED TO
BACK OF PARAPET WALL
(4 TOTAL)
TOP OF PROPOSED ANTENNA CONCEALMENT
47'-0" AGL
PROPOSED FIBER RUN UP SIDE OF
BUILDING IN CHASE
(PAINT TO MATCH EXISTING DOWNSPOUTS)
PROPOSED ANTENNA CONCEALMENT SCREEN (TYP)
(PAINT TO MATCH PRIMARY BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
GRADE
0'-0"± AGL
TOP OF STURCTURE
39'-0" AGL
TOP OF STURCTURE
39'-0" AGL
TOP OF PARAPET
36'-7" AGL
TOP OF ROOF
33'-0" AGL
2
C-2
PROPOSED EAST ELEVATION
SCALE: 1/8"=1'-0"
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-2
EXISTING EAST ELEVATION
SCALE: 1/8"=1'-0"
ELEVATIONS
C-2
8
TOP OF PROPOSED VERIZON ANTENNA (A&D)
46'-0" AGL
PROPOSED VERIZON RAD CENTER
42'-0" AGL
TOP OF PROPOSED ANTENNA CONCEALMENT
47'-0" AGL
(6) PROPOSED 6' PANEL ANTENNAS (SECTOR B & C ONLY)
(2) PROPOSED EQUIPMENT CABINETS MOUNTED ON ROOF
(PAINT TO MATCH PRIMARY BUILDING COLOR)
SECTOR B
VZW ANTENNA AZ=150°
SECTOR C
VZW ANTENNA AZ= 240°
PROPOSED OVP MOUNTED TO
ANTENNA FRAME (4 TOTAL)
(SEE DETAIL 6/C-6)
PROPOSED EQUIPMENT CABINET (TYP OF 2)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT W/ 3-CELL
PLENUM MAXCELL INNERDUCT TO MMP IN R.O.W.
(SEE DETAIL 5/C-6)
A
SECTOR
CABLE TABLE
60°
AZIMUTH
80'
LENGTH
1
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
6x12 HYBRIFLEX
C
D
240°
330°
HYBRIFLEX
HYBRIFLEX
6x12
6x12
1
1
70'
135'
150'
N
1
C-1
EQUIPMENT PLAN
SCALE: 3/16"=1'-0"
3/16 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 4 8 16
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
2
C-2
EXISTING
BUILDING
EXISTING ELEVATOR SHAFT
EXISTING ACCESS HATCH
EQUIPMENT PLAN
C-1
7
B 150° 1 6x12 HYBRIFLEX
EXISTING
BUILDING
EXISTING DISH TO BE
RELOCATED
APPROXIMATE DISH RELOCATION LOCATION
(COORDINATE LOCATION WITH LANDLORD)
PROPOSED ACCESS STAIRS
(SEE SHEET C-8)
EAE
EXISTING
BUILDING
REVISION SCHEDULE
REV DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
W ELIZEBETH ST
PROPOSED 2'-0"x3'-0" FIBER VAULT
(SEE DETAIL 5/C-6)
PROPOSED VERIZON ANTENNA
MOUNTED NEW ANTENNA FRAME BEHIND SCREEN
(TYP 3 PER SECTOR, 12 TOTAL)
(SEE SHEET A-1 FOR MORE DETAIL)
PROPOSED EQUIPMENT CABINET (TYP OF 2)
(SEE SHEET C-5 FOR MORE DETAIL)
PROPOSED ANTENNA CONCEALMENT
WALL (PAINT TO MATCH PRIMARY
BUILDING COLOR AND NEW TRIM)
(FINAL DESIGN TBD)
PROPOSED FIBER RUN FROM FIBER
VAULT TO EQUIPMENT SITE
PROPOSED OVP MOUNTED TO NEW
ANTENNA FRAME
(4 TOTAL) (SEE DETAIL 6/C-6)
PROPOSED FIBER ROUTED UP SIDE OF BUILDING
IN CHASE TO MATCH EXISTING DOWNSPOUT
EXISTING ELEVATOR SHAFT
EXISTING ACCESS HATCH
PROPOSED 10' WIDE UTILITY EASEMENT
- PROPERTY OWNER TO VERIZON
PROPOSED 10' WIDE ACCESS EASEMENT
- PROPERTY OWNER TO VERIZON
PROPOSED FIBER IN 2" SCH 40 PVC
CONDUIT W/ 3-CELL PLENUM MAXCELL
INNERDUCT TO MMP IN R.O.W.
(SEE DETAIL 5/C-6)
N
1
Z-1
SITE PLAN
NOTE: SCALE: 1"=20'-0"
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.
1 inch = 20ft.
( IN FEET )
GRAPHIC SCALE
20 0 10 20 40 80
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
SITE PLAN
Z-1
6
2
C-2
PROPOSED 20'-0" WIDE
EMERGENCY ACCESS EASEMENT
- PROPERTY OWNER TO CITY
EXISTING TRANSFORMER
PROPOSED UTILITY EASEMENT - PROPERTY
OWNER TO CITY (WIDTH VARIES)
PROPOSED 200A METER
MOUNTED TO EXTERIOR WALL
PROPOSED NEW POWER RUN FROM
EXISTING TRANSFORMER TO NEW METER
MOUNTED TO EXTERIOR OF WALL
4
(E) 12' UTILITY EASEMENT
(RECEPTION NO. 20120071334)
8
3
(E) 10' UTILITY EASEMENT
(RECEPTION NO. 314174 & 20120071334)
8
(E) DRAINAGE EASEMENT
(RECEPTION NO. 20120071334)
8
(E) 10' UTILITY EASEMENT
(RECEPTION NO. 314174 & 20120071334)
3 8
(E) UTILITY & PARKING EASEMENT
RECEPTION NO. 20120061363 & 20120071334
6 8
PROPOSED UTILITY EASEMENT - PROPERTY
OWNER TO VERIZON
PROPOSED EME BARRIER
(FINAL DESIGN TBD)
LANDSCAPE CONTRACTOR.
4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL
FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS
FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN
APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
5. SUBJECT TO APPROVAL BY THE CITY FORESTER - STREET TREE LOCATIONS MAY BE
ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN
TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE
OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED
UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
TREE PROTECTION NOTES:
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL
AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS
FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL
OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED
AND APPROVED THE DISTRUBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUISNESS
THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY
CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM
OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET
FROM THE TRUNK OR ONE-HALF (1/2) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE
SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN
THE FENCED TREE PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE
CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS
MAY BE "RIBBONED OFF," RAHTER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING
METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE
FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE
TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED
IN THE CHART BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING
SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN
THE AREA.
GENERAL LANDSCAPE NOTES:
1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY
DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE
SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS.
ALL TREES SHALL BE BALL AND BURLAP EQUIVALENT.
2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND
TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION
PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES
DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,
INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE)
IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH
THE IRRIGATION IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET
THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO
BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED
BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL
OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE
INCORPORATED INTO THE CONSTRUCTION PROCESS.
3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING
REVEGETATION AND LANDSCAPING.
4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN
ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS,
INCLUDING PARKWAYS AND MEDIANS, SHALL BE TOUGHLY LOOSENED TO A DEPTH OF NOT
LESS THAN EIGHT (8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED
INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX (6) INCHES BY TILLING,
DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF
SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO
THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE
SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN
THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS
SET FORTH IN SECTION 12-132.
5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO
SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK
ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE
EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER
OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF
THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING IN SUCH PHASE.
6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER
LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF
THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE
DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND
SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS
IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS,
WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL
BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND
CONDITION.
7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL
BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPERATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS.
15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS.
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES.
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER, AND SANITARY AND STORM SEWER LINES.
4 FEET BETWEEN TREES AND GAS LINES.
9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
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
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.
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.
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
CONSTRUCTION TYPE:
SHEET INDEX
T-1 TITLE SHEET
Z-1 SITE PLAN
C-2
EQUIPMENT PLAN
PROJECT DESCRIPTION
1. INSTALL (2) NEW EQUIPMENT CABINETS ON ROOF.
2. INSTALL (12) NEW ANTENNAS ON BACK OF ROOF.
3. INSTALL (12) NEW REMOTE RADIO HEADS ON ROOF.
4. INSTALL ACCESS STAIRS ON ROOF.
5. INSTALL NEW FIBER VAULT FOR PROPOSED FIBER RUN.
6. RUN NEW FIBER AND POWER TO PROPOSED EQUIPMENT.
7. INSTALL (4) HYBRID CABLES.
8. INSTALL (4) OVP'S AT ROOF LEVEL.
9. INSTALL RF TRANSPARENT SCREEN WALLS.
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
TITLE SHEET
T-1
JURISDICTION: CITY OF FT. COLLINS
ZONING: COMMUNITY COMMERCIAL DISTRICT
APN: 9715431004
PARCEL SIZE: 20,474 S.F.
ELEVATION: 5043' (NAVD 88)
STRUCTURE TYPE: BUILDING
STRUCTURE HEIGHT: 39'-0"± (TOP OF STRUCTURE)
ANTENNA RAD CENTER: A, B, D: 43'-0" & C: 42'-0"AGL
APPLICANT: VERIZON WIRELESS
APPLICANT CONTACT: VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 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 DATE BY DESCRIPTION
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #:
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
097-17-0092
DRAWING TITLE:
DRAWING SHEET:
SITE INFORMATION:
OF 22
SITE NAME:
FTC MO JEAUX SC
SITE ADDRESS:
1409 W. ELIZABETH ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
0 06-26-19 RPH PRELIM CDs
SHEET NUMBER:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
C-3
ELEVATIONS
LOS ELEVATION I
C-1
LEGAL DESCRIPTION
LOT 2, FAIRVIEW SHOPPING CENTER FILING FOUR, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO,
PH-1 PHOTOSIMULATIONS
C-5
PHOTOSIM
LOCATION #1
PHOTOSIM
LOCATION #2
PH-2 PHOTOSIMULATIONS (CONTINUED)
PHOTOSIM
LOCATION #3
C-7
ONE-LINE DIAGRAM, ELEVATION & PANEL SCHEDULE
1
PLANNING CERTIFICATION
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICE OF
THE CITY OF FORT COLLINS, COLORADO ON THIS _________ DAY OF
___________________________, A.D.,20____.
___________________________
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
OWNERSHIP CERTIFICATION
_________________________________
BY _________________________________
STATE OF COLORADO )
) SS.
COUNTY OF LARIMER )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _________ DAY OF
___________________________, A.D.,20____,
BY __________________________.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES:_______________________
______________________________
NOTARY PUBLIC
SITE PLAN CERTIFICATION
GN-1 GENERAL NOTES
C-8
C-9
GN-2 GENERAL NOTES (CONTINUED)
E-1
CONSTRUCTION DETAILS
C-4 LOS ELEVATION II
U-1 UTILITY COORDINATION
TM-1 TREE MITIGATION PLAN
G-1 GROUNDING PLAN
G-2 GROUNDING DETAILS
STAIR DETAILS
SCREEN DETAILS
SURVEY
LS-1 SITE SURVEY
A-1 ANTENNA PLAN
C-6 CONSTRUCTION DETAILS (CONTINUED)
C-10 MATERIAL REFERENCES
CONDUIT ROUTING DETAILS