HomeMy WebLinkAboutFTC CHIPPERS SC, WTE (VERIZON) - FDP - FDP180010 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSFTC CHIPPERS SC
3517 S MASON ST
FORT COLLINS, COLORADO 80525
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
SMALL CELL
CONSTRUCTION DRAWINGS
VICINITY MAP
PROJECT
AREA
SITE DIRECTIONS
DEPART 3131 S VAUGHN WAY, AURORA, CO 80014:
HEAD SOUTH TOWARD S VAUGHN WAY. TURN RIGHT ONTO S VAUGHN WAY. TURN LEFT TO
MERGE ONTO CO-83 N TOWARD INTERSTATE 225. MERGE ONTO CO-83 N. USE THE RIGHT 3 LANES
TO TAKE THE INTERSTATE 225 S EXIT. MERGE ONTO I-225 S. USE THE RIGHT 2 LANES TO TAKE
EXIT 1B FOR INTERSTATE 25 N TOWARD FT. COLLINS. KEEP RIGHT AND MERGE ONTO I-25 N.
CONTINUE ON I-25 N TOWARDS FORT COLLINS. TAKE EXIT 265 FOR HARMONY RD. TURN LEFT
ONTO E HARMONY RD. CONTINUE ON HARMONY TO ZIEGLER RD. TURN RIGHT ON ZIEGLER RD.
AT THE TRAFFIC CIRCLE TAKE THE 3RD EXIT ONTO E. HORSETOOTH RD. CONTINUE ON
HORSETOOTH RD TO McCLELLAND DR. TURN RIGHT ON McCLELLAND DR. DESTINATION WILL BE
ON THE RIGHT IN PARKING LOT
FORT COLLINS, COLORADO
CLIENT PROJECT DATA
CODE ANALYSIS
IBC 2015 (W/LOCAL AMENDMENTS)
NEC 2017
NFPA-1 (2006)
U - UTILITY
IIB
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
GENERAL
NOTES
GN-1
2
GENERAL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND
REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES.
3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY
CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE
OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE
CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF THESE DRAWINGS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE
IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR
ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY.
5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS,
EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY
THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
7. THIS PLAN WAS PREPARED USING AN APPROVED SURVEY PLAN ENTITLED "BOUNDARY DETAIL"
BY RLF CONSULTING, DATED 08/02/17.
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.
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
PHOTOSIMULATION
VIEWS
PH-1
1
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING EAST)
SCALE: N.T.S.
3
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING EAST)
SCALE: N.T.S.
ET
AC
AC
AC
S
S
S
EV
ET
(E) 6'-0" UTILITY EASEMENT
(E) 10'-0" DRAINAGE EASEMENT
(E)10'-0" UTILITY EASEMENT
7'-7" SETBACK
4'-3" SETBACK
55'-0" SETBACK
39'-5" SETBACK
59'-11" SETBACK
29'-0" SETBACK
17'-3" SETBACK
11'-4" SETBACK
T
HIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
N
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
10'-0"
10'-0"
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
N
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
EQUIPMENT PLAN
C-1
1
C-1
EQUIPMENT PLAN
SCALE: 3/8"=1'-0"
5
3/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 4 6 8 10
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED 10'-0" WIDE
ET
S
S
S
EV
ET
ET
S
S
S
EV
ET
LANDSCAPE PLAN
C-2
6
2
C-2
LANDSCAPE PLAN (PROPOSED)
SCALE: 1/16"=1'-0"
N
1
C-2
LANDSCAPE PLAN (EXISTING)
SCALE: 1/16"=1'-0"
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
REMOVE EXISTING LIGHT POLE
AND REPLACE WITH NEW
ALL-IN-ONE SMALL CELL POLE
ET
AC
AC
AC
S
S
S
EV
ET
20'-0" PROPERTY LINE OFFSET
PHOTOMETRIC PLAN
EXISTING CONDITIONS
C-3
7
N
1
C-3
PHOTOMETRIC PLAN - EXISTING
SCALE: 1/16"=1'-0"
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
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)
McCLELLAND DR
EXISTING CURB
ET
AC
AC
AC
S
S
S
EV
ET
20'-0" PROPERTY LINE OFFSET
PHOTOMETRIC PLAN
PROPOSED
C-4
8
N
1
C-4
PHOTOMETRIC PLAN - PROPOSED
SCALE: 1/16"=1'-0"
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
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 CURB
EXISTING
35'-0"
35'-0"
33'-0"
29'-0"
3/16 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
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.
ELEVATIONS
C-5
PROPOSED VERIZON RAD CENTER
33'-0" AGL
9
REMOVE EXISTING LIGHT POLE AND REPLACE WITH NEW
ALL-IN-ONE SMALL CELL POLE
(PAINTED AND TEXTURED TO MATCH EXISTING LIGHT POLES)
4'-10"
35'-0"
2'-2"
2'-2"
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
ALL ASSOCIATED
SERVICE EQUIPMENT
WITHIN POLE BASE
PROPOSED QUASI OMNI
ANTENNA MOUNTED TO
POLE
CONSTRUCTION DETAILS
C-6
10
1
C-6
COMMSCOPE ALL-IN-ONE SMALL CELL POLE
SCALE: 1/2"=1'-0"
1/2 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
2 0 1 2 4 8
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING
MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1
(SEE DETAIL 3/C-8)
NOTE:
REFER TO VENDOR PRINTS FOR
MOUNTING AND WIRING
1'-3"
4'-0"
MANUFACTURER: JMA
MODEL: CX06OMI436-0C/5C
WEIGHT: 50 LBS
LENGTH: 48.0" OUTER DIAMETER: 14.6"
FREQUENCY: REFER TO DATA SHEET
25.8"
RRH WEIGHT: 56.8 LBS
ISOMETRIC VIEW
7.3"
12"
POWER
AISG PORT (-48VDC)
ALARM PORT
CPRI 2
CPRI 1
TOP VIEW BOTTOM VIEW
7.2"
12"
TOP VIEW BOTTOM VIEW
POWER
AISG PORT (-48VDC)
ALARM PORT
CPRI 2
CPRI 1
21.4"
ISOMETRIC VIEW
RRH WEIGHT: 53 LBS
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
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"
1'-4"
2'-11"
3"
PLAN VIEW
SIDE VIEW
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
CONSTRUCTION DETAILS
(CONTINUED)
C-8
12
2"Ø SCH 40 PVC FIBER
ANTENNA PLAN,
SCHEDULE & PLUMBING
DIAGRAM
A-1
13
ANTENNA & CABLE SCHEDULE
SECTOR AZIMUTH
MOUNTING
HEIGHT
ANTENNA MODEL TECHNOLOGY ANTENNA SPECIFICATIONS
MECHANICAL
DOWNTILT
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
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 & CABLE PLUMBING CONFIGURATION
N.T.S.
N
1
A-1
ANTENNA MOUNTING PLAN
SCALE: 1"=1'-0"
PROPOSED QUASI OMNI ANTENNA MOUNTED TO POLE
(SEE DETAIL 4/C-7) REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
M
LOAD
CENTER
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.
ONE-LINE ELEVATION &
PANEL SCHEDULE
E-1
14
2
E-1
ONE-LINE ELEVATION
N.T.S.
PROPOSED (3)-#2 AWG CU
CONDUCTORS IN 3" CONDUIT
FIBER DESIGN
BY OTHERS
1
E-1
ONE-LINE DETAIL
N.T.S.
PROPOSED (3)-#2 CU
CONDUCTORS, (1)-#8 GROUND
PROPOSED 100A METER
PROPOSED 100A SERVICE DISCONNECT
FAULT AT DISCONNECT = 3,461A (L-L)
PROPOSED (3)-#2 AWG CU
CONDUCTORS IN 3" CONDUIT
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
S
S
S
EV
ET
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.
UTILITY
COORDINATION
U-1
15
UTILITY PLAN SCHEDULE
QUANTITY
1
POWER NOTES:
1. SERVICE SHALL BE 120/208V, 1Ø, 3W, 60A
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
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
U-1
UTILITY PLAN
SCALE: 1/8"=1'-0"
ITEM LENGTH PROVIDED BY INSTALLED BY
TRANSFORMER - FTC L&P FTC L&P
DESCRIPTION
EXISTING
120/208V, 1Ø, 3W, 75kVA
1 CONDUITS - LNE TO METER 3" PVC 130'± CONTRACTOR
3 CONDUCTORS - LINE TO METER (3) #2 AWG CU CONDUCTORS 130'± CONTRACTOR
CONTRACTOR
CONTRACTOR
2 DISCONNECT - CONTRACTOR
LEVER-TYPE
100A FUSED
CONTRACTOR
1 METER SOCKET TYP - CONTRACTOR CONTRACTOR
1 METER TYP - FTC L&P FTC L&P
REVISION SCHEDULE
REV
0
DATE
02-15-18
(2)
(4)
(3) (1)
EM SGC424-VZW OR EQUAL
GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDULE BELOW).
5/8" LOCKWASHERS, STAINLESS STEEL.
WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2.
5/8" THREADED STUD WELDED DIRECTLY TO TOWER STEEL.
LEGEND
OR EQUAL
REMARKS
EM SGC412-VZW
CAT. NO.
ELECTRIC MOTION COMPANY
MANUFACTURER
GROUND BAR SCHEDULE
ELECTRIC MOTION COMPANY
"GALV STEEL" STEEL STAMPED
ON EITHER END
CADWELD AT TWO LOCATIONS
NOTE:
REFER TO VENDOR PRINTS FOR
MOUNTING AND WIRING
TYPE NC
TYPE GT
TYPE GL LUG TYPE HA
TYPE GR TYPE VS
TYPE HS TYPE SS
TYPE XA
TYPE PT
GROUND BAR, INSIDE
CITYPOLE™
#2 AWG Cu STRANDED
WIRE WITH GREEN, 600V,
THWN INSULATION BONDED
TO TOWER STEEL OR.
DOWN CONDUCTOR TO
GROUND NOT REQUIRED.
NOTE:
DO NOT INSTALL CABLE GROUND
KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO
CRGB
JUMPER REQUIRED ONLY
FOR EASE OF CONNECTION
(TYP) AND STRESS
REDUCTION ON ANTENNA
CONNECTORS
CONNECTOR
WEATHERPROOFING
KIT (TYP)
WEATHERPROOFING
KIT (TYP)
STANDARD GROUND
KIT (TYP) (SEE NOTE)
TO ANTENNA
#6 AWG STRANDED Cu
WIRE WITH GREEN, 600V,
THWN INSULATION
RX1/RX2 TX1/TX2
GROUNDING PLAN
& DETAILS
G-1
16
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)
4
G-1
GROUNDING PLAN
SCALE: 3/4"=1'-0"
2
G-1
GROUND BAR DETAIL
N.T.S.
1
G-1
GROUNDING ELEVATION
N.T.S.
5
G-1
TYPICAL CADWELD TYPE CONNECTIONS
N.T.S.
REVISION SCHEDULE
REV
0
DATE
02-15-18
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
PROPOSED QUASI OMNI
ANTENNA
PROPOSED GROUND ROD INSPECTION
WELL (BURY 36" BFG)
PROPOSED
ELECTRICAL METER
PROPOSED DISCONNECT
2"x12" GROUND BAR
PROPOSED FIBER
DEMARCATION BOX
PROPOSED COMMSCOPE
ALL-IN-ONE SMALL CELL
POLE BASE
PROPOSED RECTIFIERS (TYP OF 2)
TOWER GROUND LEAD-#2
COPPER CONDUCTOR-BARE TINNED (TYP)
(ATTACHED TO GROUND RING, TYP OF 2)
PROPOSED AWS RRH
PROPOSED GROUND LEADS FROM
ANTENNA TO GROUND BAR
PROPOSED OUTLET
PROPOSED PCS RRH
GROUND ROD W/ ACCESS
XIT GROUND ROD
5/8" GALVANIZED GROUND ROD
MECHANICAL TYPE CONNECTION
CADWELD TYPE CONNECTION
GROUND SYMBOLS:
GROUNDING WIRE
PROPOSED #2 AWG TOWER GROUND RING
(BURY 36" BFG)
PROPOSED LIGHT ATTACHED TO POLE
(LIGHT TO MATCH EXISTING LIGHT FIXTURES)
PROPOSED #2 AWG FROM TOWER GROUND
RING TO MASTER GROUND BAR
PROPOSED MASTER GROUND
BAR
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-1
TYPICAL CABLE GROUNDING
N.T.S.
6
G-1
WEATHERPROOFING DETAIL
N.T.S.
7
G-1
ANTENNA GROUND BAR CONNECTIONS
N.T.S.
PROPOSED #2 GROUND
FROM TOWER STEEL
PROPOSED #6
GROUND LEAD TO
MASTER GROUND BAR
PROPOSED UNIVERSAL COAX
GROUND (TYP 1 PER COAX)
BY
GAC 90% CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
OF 16
SITE NAME:
FTC CHIPPERS SC
SITE ADDRESS:
3517 S MASON ST
FORT COLLINS, CO 80525
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-17-0101
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
PROPOSED 3" PVC CONDUIT WITH
(3) #2 AWG CU CONDUCTORS
EXISTING 75 kVA TRANSFORMER
FAULT CURRENT=12,175A
1 RISER TYP 45'± FTC L&P FTC L&P
McCLELLAND DR
PROPOSED COMMSCOPE ALL-IN-ONE SMALL CELL POLE
(FAULT AT DISCONNECT =3,461A)
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
EXISTING 75kVA TRANSFORMER BY FTC L&P
FAULT AT TRANSFORMER = 12,175A
PROPOSED 100A SERVICE DISCONNECT
PROPOSED 100A LOAD CENTER
10K AIC RATED
NOTES:
1. ELECTRICAL SERVICE SHALL BE 100A, 120/208V, 1Ø 3 WIRE.
2. SERVICE SHALL BE INSTALLED WITH A LEVER TYPE DISCONNECT.
3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED
BY EQUIPMENT CABINET MANUFACTURER.
4. METER BASE BY CONTRACTOR, METER BY XCEL. SEE INTERNAL WIRING DIAGRAM PROVIDED
BY MANUFACTURER FOR DETAILS.
5. VERIZON FIXED WIRELESS TOWER TO PULL 14.4A FROM ELECTRICAL SERVICE.
6. CONTRACTOR TO INSTALL SCH80 PVC FOR ALL CONDUIT SWEEPS, OTHERWISE SCH40 PVC IS
ACCEPTABLE EXCEPT WHERE NOTED.
100A, 120/208V, 1Ø, 3W SUB-PANEL SCHEDULE
LOAD SERVED
RECTIFIER #1
SPARE
GFCI
VOLT AMPS
VOLT AMPERES
(WATTS)
L1 L2
500
20A
25A
TRIP
CKT
#
PHASE
CKT
#
TRIP
L1 VOLT AMPERES L2 VOLT AMPERES
500
180
L1 L2
-
500 680
RECTIFIER #2
SPARE
VOLT AMPERES
(WATTS) LOAD SERVED
1
3
5
7
A
C
A
C
2
4
6
8
25A
500
500
MAX AMPS
MAX AMPS x125%
X 110% FOR MAIN
1000 1180
10.5
13.1
14.4
SPARE
500 500
PROPOSED ELECTRIC
SPLICE BOX
PROPOSED LIGHTING CONDUCTORS
(MATCH EXISTING)
EXISTING LIGHTING
CONDUCTORS
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
A N/A 33'-0" 0° 0° (4) 1/2 COAX 45 FT.
JMA
CX06OMNI436-0C/5C
48.0"(L) x 14.6"(D)
50 LBS
SMALL CELL
REFER TO VENDOR PRINTS
FOR MOUNTING TO POLE
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)
CONFIGURATION
QUASI-OMNI
ANTENNA
AWS
RRH
PCS
RRH
COAX CABLE
(TYP)
CONDUIT
(AS REQUIRED)
FINISHED GRADE OR PAVING.
MATCH SLOPE AND THICKNESS
OF EXISTING CONDITIONS
COMPACTED BACKFILL 95%
STANDARD PROCTOR, WITHIN 2%
OF OPTIMUM MOISTURE CONTENT
UTILITY WARNING
TAPE
UNDISTURBED
SOIL
BACKFILL
(CLEAN GRANULAR FILL SAND)
3"Ø SCH 40 PVC
POWER CONDUIT
(AS REQUIRED)
1
C-8
UTILITY TRENCH DETAIL
SCALE: N.T.S.
0.5 CDF SKID
RESISTANT
SURFACE
5/8"x4"
PULL SLOT
MAKE: HUBBELL 24"X36" FRP
STRAIGHT WALL
MODEL: B16243630A
LIFTING
INSERTS (4)
2
C-8
FIBER VAULT DETAIL
SCALE: N.T.S.
3
C-8
LIGHT DETAIL
SCALE: N.T.S.
MAKE: PHILIPS SLENDERFORM 48
MODEL: SFA-48L-700-WW-G2-AR-2-120-DD-F1
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
PROPOSED ELECTRICAL
METER
PROPOSED QUASI OMNI
ANTENNA MOUNTED TO POLE
(SEE DETAIL 4/C-7)
CONSTRUCTION DETAILS
(CONTINUED)
C-7
11
1
C-7
COMMSCOPE ALL-IN-ONE SMALL CELL POLE ELEVATION
SCALE: N.T.S.
4
C-7
ANTENNA DETAIL
SCALE: 1"=1'-0"
2
C-7
AWS RRH DETAIL
SCALE: N.T.S. 3
C-7
PCS RRH DETAIL
SCALE: N.T.S.
PROPOSED DISCONNECT
PROPOSED
COMMSCOPE SMALL
CELL POLE BASE
PROPOSED
OUTLET
PROPOSED RECTIFIER
(TYP OF 2)
PROPOSED AWS RRH
(SEE DETAIL 2/C-7)
PROPOSED PCS RRH
(SEE DETAIL 3/C-7)
PROPOSED
PANEL
PROPOSED FIBER
DEMARCATION BOX
PROPOSED LIGHTING
CONDUCTORS PROPOSED COAX
PROPOSED LIGHTING CONDUCTORS
TO CONNECT TO EXISTING GRID.
CONTRACTOR TO MATCH EXISTING
(SEE SHEET C-6 FOR MORE DETAIL)
PROPOSED QUASI OMNI
ANTENNA MOUNTED TO POLE
(SEE DETAIL 4/C-7)
GRADE
0'-0" AGL
2
C-5
PROPOSED ELEVATION
SCALE: 3/16"=1'-0"
TOP OF PROPOSED POLE
35'-0" AGL
TOP OF PROPOSED LIGHT
29'-0" AGL
EXISTING LIGHT POLE
(TO BE REMOVED AND REPLACED)
NOTE:
PROPOSED LIGHTING TO CONFORM TO SECTION 3.2.4 OF THE
FORT COLLINS LAND USE CODE
EXISTING LANDSCAPING
(ANY DISTURBED OR REMOVED
LANDSCAPING WILL BE RELOCATED AND
REPLACED ELSEWHERE ON THE PROPERTY)
TOP OF EXISTING LIGHT POLE
35'-0" AGL
EXISTING LANDSCAPING (TYP)
EXISTING BUILDING
GRADE
0'-0" AGL
EXISTING LANDSCAPING (TYP)
EXISTING BUILDING
1
C-5
EXISTING ELEVATION
SCALE: 3/16"=1'-0"
PROPOSED POLE MOTION SENSOR
MODEL # MS-A-120V
PROVIDED BY POLE MANUFACTURER
(PAINT TO MATCH POLE)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING
MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1
(SEE DETAIL 3/C-8)
BUILDING
(17'-0")
EXISTING
BUILDING
(18'-4")
EXISTING
BUILDING
(15'-0")
EXISTING
BUILDING
(16'-0")
EXISTING LANDSCAPING
(37'-2")
EXISTING LANDSCAPING
(35'-10")
EXISTING LANDSCAPING
(31'-10")
EXISTING LANDSCAPING
(35'-8")
EXISTING LANDSCAPING
(35'-8")
EXISTING PROPERTY LINE
McCLELLAND DR
REMOVE EXISTING LIGHT POLE AND
INSTALL ALL-IN-ONE SMALL CELL POLE
(PAINTED AND TEXTURED TO MATCH
EXISTING LIGHT POLES)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING
MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1
(SEE DETAIL 3/C-8)
EXISTING
BUILDING
(17'-0")
EXISTING
BUILDING
(18'-4")
EXISTING
BUILDING
(15'-0")
EXISTING
BUILDING
(16'-0")
EXISTING LANDSCAPING
(37'-2")
EXISTING LANDSCAPING
(35'-10")
EXISTING LANDSCAPING
(31'-10")
EXISTING LANDSCAPING
(35'-8")
EXISTING LANDSCAPING
(35'-8")
EXISTING PROPERTY LINE
(PAINTED AND TEXTURED TO
MATCH EXISTING LIGHT POLES)
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 37'-2"
BROADLEAF TREE
EXISTING 35'-10"
BROADLEAF TREE
EXISTING 31'-10"
BROADLEAF TREE
EXISTING 38'-3"
BROADLEAF TREE
EXISTING 35'-8"
BROADLEAF TREE
EXISTING 16'-0"
BROADLEAF TREE
EXISTING LIGHTPOLE
(TO BE REMOVED)
EXISTING LANDSCAPING
SHRUBS WITHIN ISLAND (TYP)
EXISTING CURB
(TYP)
EXISTING PROPERTY LINE
(TYP)
EXISTING LANDSCAPING
(ANY DISTRUBED OR REMOVED
LANDSCAPING WILL BE RELOCATED AND
REPLACED ELSEWHERE ON THE PROPERTY)
EXISTING 32'-7"
EVERGREEN TREE
EXISTING 23'-6"
EVERGREEN TREE
EXISTING 27'-2"
EVERGREEN TREE
EXISTING 37'-2"
BROADLEAF TREE
EXISTING 35'-10"
BROADLEAF TREE
EXISTING 31'-10"
BROADLEAF TREE
EXISTING 38'-3"
BROADLEAF TREE
EXISTING 35'-8"
BROADLEAF TREE
EXISTING 16'-0"
BROADLEAF TREE
EXISTING 32'-7"
EVERGREEN TREE
EXISTING 23'-6"
EVERGREEN TREE
EXISTING 27'-2"
EVERGREEN TREE
ACCESS & UTILITY EASEMENT
PROPOSED 10'-0" x 10'-0" VERIZON
LEASE AREA
PROPOSED FIBER IN 2" SCH 40
PVC CONDUIT W/ 3-CELL
PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-8)
PROPOSED POWER IN 3" PVC CONDUIT ROUTED FROM
EXISTING TRANSFORMER TO PROPOSED EQUIPMENT
(SEE DETAIL 1/C-8)
REMOVE EXISTING LIGHT POLE AND INSTALL NEW ALL-IN-ONE SMALL CELL POLE
(PAINTED TO MATCH EXISTING LIGHT POLES)
(SEE SHEET C-6 FOR MORE DETAIL)
PROPOSED QUASI OMNI
ANTENNA MOUNTED TO POLE
(SEE DETAIL 4/C-7)
EXISTING LANDSCAPING
(ANY DISTURBED OR REMOVED LANDSCAPING
WILL BE RELOCATED AND REPLACED ELSEWHERE
ON THE PROPERTY)
EXISTING UNDERGROUND ELECTRIC (TYP)
CONTRACTOR TO CONNECT PROPOSED LIGHT INTO
EXISTING SYSTEM. MATCH EXISTING CONDUCTOR SIZES
EXISTING CURB
PROPOSED ELECTRICAL SPLICE
BOX FOR LIGHTING CONDUCTORS
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING
MODEL # SFA-48L-700-WW-G2-AR-2-120-DD-F1
(SEE DETAIL 3/C-8)
1 04-27-18 JID 90% CDS
2 05-01-18 LCW REVISED CDS
STEVEN MARK MUSTARO JR, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #52559 (EXP. 10/31/2019)
SITE PLAN
Z-1
1
Z-1
SITE PLAN
SCALE: 1"=30'-0"
PROPOSED 2'-0"x3'-0" FIBER VAULT
(SEE DETAIL 2/C-8)
EXISTING
BUILDING
(15'-0")
4
McCLELLAND DR
PROPOSED 10'-0" WIDE
ACCESS EASEMENT
PROPOSED 10'-0"x10'-0" VERIZON
LEASE AREA
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)
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT
W/ 3-CELL PLENUM MAXCELL INNERDUCT
(SEE DETAIL 1/C-8)
REMOVE EXISTING LIGHT POLE AND INSTALL
NEW ALL-IN-ONE SMALL CELL POLE
(SEE SHEET C-6 FOR MORE DETAIL)
EXISTING PROPERTY LINE
EXISTING LANDSCAPING
(TYP)
LONG
LAT
SITE COORDINATES
105° 04' 47.256" WEST (NAD 83)
40° 32' 20.895" NORTH (NAD 83)
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.
A PROPOSED WIRELESS STRUCTURE LYING WITHIN CITY AND COUNTY
OF LARIMER RIGHT OF WAY. THE CENTER OF THE ALL-IN-ONE SMALL CELL POLE
CAN BE FOUND IN THE IMAGE BELOW.
SITE LOCATION DESCRIPTION
EXISTING
PARKING
LOT
EXISTING
BUILDING
(16'-0")
EXISTING
BUILDING
(18'-4")
EXISTING
BUILDING
(17'-0")
EXISTING 150 KVA TRANSFORMER
PROPOSED 10'-0" WIDE
ACCESS & UTILITY EASEMENT
EXISTING CURB
S MASON ST
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. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER.
15. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING
PRIOR TO INSTALLATION.
16. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET TIA-222-G AS PER IBC 2012 REQUIREMENTS.
17. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL.
18. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO
EXCAVATING.
19. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT
OWNERS REPRESENTATIVE.
LEGEND
W W
SS SS
F F
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
E E
UE UE
OT OT
EV
D
O O O
U/G U/G
OHW OHW
STORM SEWER
UG ELECTRIC
ELECTRIC
OH TELCO
PROPERTY LINE
IRON FENCE
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.
UTILITY NOTES:
1. CAUTION: LOCATION OF EXISTING UTILITIES IS SHOWN ACCORDING TO THE BEST
INFORMATION AVAILABLE AS SUPPLIED BY THE UTILITY PROVIDERS INCLUDING TYPE, SIZE,
LOCATION AND NUMBER OF UTILITIES. PRIOR TO DATE OF CONSTRUCTION CONTRACTOR
SHALL VERIFY EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND
LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO CONSTRUCTION AND SHALL
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL
UTILITIES TO COORDINATE SCHEDULING. SHOULD ANY CONFLICTS, RECONSTRUCTION, OR
OTHER INTERRUPTIONS IN SERVICE BE REQUIRED, THE CONTRACTOR SHALL COORDINATE
UTILITY SCHEDULING
3. THE APPLICANT SHALL CORRECTLY SHOW ON SUBMITTED DRAWINGS THE LOCATIONS OF ALL
UTILITIES IN THE VICINITY WHERE THE APPLICANT MAY BORE, TRENCH, EXCAVATE, AND
INSTALL CONDUIT, FIBER, FIBER ENCLOSURES, VAULTS, AND HANDHOLES. IN THE EVENT THAT
THE CONDUIT RUN, FIBER ENCLOSURES, VAULTS, OR HANDHOLES ARE LOCATED WITHIN THE
VICINITY OF ANY UTILITY, THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN AND
INSTALLATION THAT WILL PREVENT DAMAGE TO THE INSTALLATION UNDER NORMAL UTILITY
OPERATING CONDITIONS. IT IS THE RESPONSIBILITY OF THE APPLICANT TO OBTAIN
INFORMATION ON EACH OF THE UTILITIES AS APPLICABLE SUCH AS GAS PRESSURE, STEAM
AND WATER PRESSURES, TEMPERATURES, ETC.
4. IT IS THE RESPONSIBILITY OF THE APPLICANT TO EXAMINE THE SITE FOR EVIDENCE OF
FAILURES OF OR DEFICIENCIES IN UTILITY COMPANY FACILITIES (I.E. XCEL, DENVER WATER,
DENVER PUBLIC WORKS, WMD, ETC.) AND TO IMMEDIATELY CALL ANY SUCH EVIDENCE OF
PRE-EXISTING DAMAGE TO THE ATTENTION OF THE UTILITY COMPANY ALONG WITH PROPER
DOCUMENTATION. THE APPLICANT HEREBY AGREES THAT THE REPAIR OF ANY AND ALL
DAMAGES (DIRECT OR INDIRECT), THAT MAY BE SUBSEQUENTLY DISCOVERED AND PROVEN
TO HAVE BEEN CAUSED BY THE CONSTRUCTION ACTIVITIES, IS THE SOLE RESPONSIBILITY OF
THE APPLICANT WITHOUT SUCH EVIDENCE OF PRE-EXISTING DAMAGE. THE APPLICANT
HEREBY AGREES THAT ANY AND ALL DAMAGES (DIRECT OR INDIRECT) TO UTILITY COMPANY
FACILITIES, WHICH MAY BE SUBSEQUENTLY DISCOVERED WITHIN THOSE AREAS WHERE
CONSTRUCTION OCCURRED WITHIN SIX FEET OF UTILITY COMPANY FACILITIES (DIRECT OR
INDIRECT), AND WITHIN A PERIOD OF THREE YEARS FROM THE DATE OF CONSTRUCTION,
WERE CAUSED BY THE CONSTRUCTION ACTIVITIES. FURTHERMORE, THE REPAIR IS AGREED
TO BE THE SOLE RESPONSIBILITY OF THE APPLICANT. IT SHALL BE THE APPLICANT'S
RESPONSIBILITY TO PROTECT ALL UTILITY COMPANY FACILITIES WITHIN THE AREA OF
CONSTRUCTION. THIS INCLUDES ALL STEPS NECESSARY TO PREVENT SUBSIDENCE OF THE
SOIL ADJACENT TO OR NEAR UTILITY COMPANY FACILITIES.
5. ANY CASING OR SLEEVE SO INSTALLED UNDER THE ROADWAY SHALL BE THE SAME DIAMETER
AS THE BORE SO AS TO ELIMINATE A VOID AROUND THE CASING. IN THE EVENT JACKING
OPERATIONS RESULT IN VOIDS, THE RESULTANT VOIDS SHALL BE GROUTED OR OTHERWISE
BACKFILLED, SUBJECT TO CITY APPROVAL. ENDS OF BORED SECTIONS SHALL NOT BE
COVERED BEFORE BEING INSPECTED.
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
CONSTRUCTION TYPE:
SHEET INDEX
T-1 TITLE SHEET
PROJECT DESCRIPTION
1. REMOVE EXISTING LIGHT POLE AND INSTALL NEW ALL-IN-ONE SMALL CELL POLE WITH
LIGHTS TO MATCH EXISTING.
2. INSTALL (2) NEW REMOTE RADIO HEADS WITHIN NEW POLE.
3. INSTALL NEW FIBER VAULT NEAR PROPERTY LINE.
4. RUN NEW FIBER TO PROPOSED EQUIPMENT.
5. INSTALL ASSOCIATED SERVICE EQUIPMENT WITHIN NEW POLE
6. INSTALL NEW POWER TO PROPOSED EQUIPMENT.
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
TITLE SHEET
T-1
1
JURISDICTION: CITY OF FORT COLLINS
ZONING: GC-GENERAL COMMERCIAL
APN: 9726414040
PARCEL SIZE: 19,204 S.F.
ELEVATION: 5038' (NAVD 88)
STRUCTURE TYPE: ALL-IN-ONE SMALL CELL POLE
STRUCTURE HEIGHT: 35'-0"± (TOP OF ANTENNA)
ANTENNA RAD CENTER: 33'-0" AGL
APPLICANT: VERIZON WIRELESS
APPLICANT CONTACT: BRANDON KISER
9656 S. PROSPERITY RD
WEST JORDAN, UT 84088
PH: 801-260-8700
ENGINEERING: AERO SOLUTIONS, LLC
ENGINEERING CONTACT: MATT FLECK
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: 720-279-8973
Z-1
C-5
C-6
C-7
SITE PLAN
ELEVATIONS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS (CONTINUED)
C-1
PROPERTY OWNER
VERIZON WIRELESS REAL ESTATE
9656 S. PROSPERITY RD.
WEST JORDAN, UT 84088
CONTACT: BRANDON KISER
PHONE: 801-260-8700
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 80238
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
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
LEGAL DESCRIPTION
SITUATED IN THE COUNTY OF LARIMER AND IN THE STATE OF COLORADO:
A PART OF LOT 23, SOUTH MESA SUBDIVISION, IN THE CITY OF FORT COLLINS, WHICH BEGINS AT
THE SOUTHWEST CORNER OF SAID LOT 23, AND RUN THENCE N 00°54' E 103.01 FEET TO THE
NORTHWEST CORNER LOT 23; THENCE N 89°55' E 189.23 FEET ALONG THE NORTH LINE OF SAID
LOT 23; THENCE S 00°05' E 103.00 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 23; THENCE
S 89°55'W 191.00 FEET TO THE POINT OF BEGINNING.
BLACO INVESTMENTS LLC
CONTACT: KATHRYN FOX
PHONE: 970-227-3381
GN-1 GENERAL NOTES
PH-1 PHOTOSIMULATION VIEWS
EQUIPMENT PLAN
C-2 LANDSCAPE PLAN
C-3 PHOTOMETRIC PLAN - EXISTING CONDITIONS
C-4 PHOTOMETRIC PLAN - PROPOSED
A-1 ANTENNA PLAN, SCHEDULE & PLUMBING DIAGRAM
E-1 ONE-LINE ELEVATION & PANEL SCHEDULE
U-1 UTILITY COORDINATION
G-1 GROUNDING PLAN & DETAILS
C-8 CONSTRUCTION DETAILS (CONTINUED)