HomeMy WebLinkAboutFTC BIG CITY, WIRELESS TELECOMMUNICATIONS EQUIPMENT - BASIC DEVELOPMENT REVIEW - BDR180022 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANS (3)FTC BIG CITY SC7
505 S. MASON ST.
FORT COLLINS, COLORADO 80521
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
SMALL CELL NSB
CONSTRUCTION DRAWINGS
VICINITY MAP
PROJECT
AREA
SITE DIRECTIONS
FROM 3131 SOUTH VAUGHN WAY:
GET ON I-225 N FROM SOUTH URSULA ST, S.VAUGHN WAY AND E. ILIFF AVE. FROM I-225 N TAKE
E-470 N TO I-25 N. TAKE I-25 N TO CO-14W/ E MULBERRY ST IN LARIMER COUNTY. TAKE EXIT 269B
FROM I-25 N. FOLLOW E. MULBERRY ST TO MASON ST IN FORT COLLINS.
FORT COLLINS, COLORADO
CLIENT PROJECT DATA
CODE ANALYSIS
IBC 2015 (W/LOCAL AMENDMENTS)
NEC 2017
NFPA-1 (2006)
U - UTILITY
IIB
BUILDING CODE:
ELECTRICAL CODE:
FIRE SAFETY CODE:
USE GROUP:
CONSTRUCTION TYPE:
SHEET INDEX
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
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 04/03/18.
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
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
PHOTOSIMULATIONS
VIEWS
PH-1
1
PH-1
PHOTOSIMULATION VIEW (BEFORE, LOOKING WEST)
SCALE: N.T.S.
3
2
PH-1
PHOTOSIMULATION VIEW (AFTER, LOOKING WEST)
SCALE: N.T.S.
S S
ET
AC
EXISTING 20'-0" UTILITY EASEMENT
EXISTING
UTILITY EASEMENT
(WIDTH VARIES)
EXISTING 20'
ALLEY
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
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
SITE PLAN
Z-1
1
Z-1
SITE PLAN
SCALE: 1"=20'-0"
PROPOSED 5'-0" WIDE
8'-7"
14'-7"
10'-0"
10'-0"
1'-2"
6'-1"
THIS DRAWING DOES NOT INCLUDE NECESSARY
COMPONENTS FOR CONSTRUCTION SAFETY. ALL
CONSTRUCTION MUST BE DONE IN COMPLIANCE
WITH THE OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 AND ALL RULES AND REGULATIONS
PROTECT YOURSELF, GIVE THREE
WORKING DAYS NOTICE
THERE TO APPURTENANT.
Know what's below.
Call before you dig.
N
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
ENLARGED SITE
PLAN
Z-2
1
Z-2
ENLARGED SITE PLAN
SCALE: 1/4"=1'-0"
5
1/4 inch = 1 ft.
( IN FEET )
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
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
FLOODPLAIN
PLAN
Z-3
1
Z-3
FLOODPLAIN PLAN
SCALE: N.T.S.
6
LANDSCAPE PLAN
C-1
7
2
C-1
LANDSCAPE PLAN (AFTER)
SCALE: 3/16"=1'-0"
N
1
C-1
LANDSCAPE PLAN (BEFORE)
SCALE: 3/16"=1'-0"
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
PROPOSED 10'-0" x 10'-0"
LEASE AREA
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)
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)
NOTE:
20'-0" S S
S
PHOTOMETRIC PLAN
C-2
8
N
1
C-2
PHOTOMETRIC PLAN - EXISTING
SCALE: 1/32"=1'-0"
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
1/32 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
32 0 16 32 64 128
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
EXISTING POLE MOUNTED
LIGHT
EXISTING
CURB (TYP)
2
C-2
PHOTOMETRIC PLAN - PROPOSED
SCALE: 1/32"=1'-0"
1/32 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
45'-0"
43'-4"
10'-0"
1'-6"
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
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
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.
ELEVATION
C-3
PROPOSED VERIZON RAD CENTER
43'-4" AGL
9
PROPOSED MULTI-USE POLE
(FINAL DESIGN TBD)
(PAINTED GRAY TO MATCH EXISTING LIGHT POLES)
14.6"
4'-0"
WEIGHT: 50 LBS
LENGTH: 48.0" OUTER DIAMETER: 14.6"
FREQUENCY: REFER TO DATA SHEET
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
PROPOSED
ELECTRICAL METER
PROPOSED OMNI ANTENNA
MOUNTED TO POLE
(SEE DETAIL 2/C-4)
EQUIPMENT DETAILS
C-4
10
1
C-4
MULTI-USE POLE ELEVATION
SCALE: N.T.S.
2
C-4
ANTENNA DETAIL
SCALE: 1"=1'-0"
PROPOSED
DISCONNECT
PROPOSED 20"Ø
MULTI-USE POLE
BASE
PROPOSED
45'-0"
45'-0"
1'-6"
10'-0"
10'-0"
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
ALL ASSOCIATED
SERVICE EQUIPMENT
WITHIN POLE BASE
PROPOSED QUASI OMNI
ANTENNA MOUNTED TO POLE
(SEE DETAIL 2/C-4)
CONSTRUCTION DETAILS
C-5
11
1
C-5
MULTI-USE POLE LINE DRAWING
SCALE: 3/8"=1'-0"
3/8 inch = 1 ft.
( IN FEET )
GRAPHIC SCALE
1 0 1 2 4 6 8 10
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING (TYP OF 1)
MODEL # SFA-48L-700-WW-G2-AR-1-120-DD-F1
4" 2'-6"
1'-6"
6" MIN. (TYP) 4" MIN. TO SECONDARY ELECTRIC
12" MIN. TO PRIMARY ELECTRIC
1'-4"
2'-11"
3"
PLAN VIEW
SIDE VIEW
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
CONSTRUCTION DETAILS
(CONTINUED)
C-6
12
2"Ø SCH 40 PVC FIBER
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
M
MAIN
PANEL
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
13
2
E-1
ONE-LINE ELEVATION
N.T.S.
PROPOSED (3)-3/0 AWG CU
CONDUCTORS, (1) - #8 CU
GND IN 3" CONDUIT
1
E-1
ONE-LINE DETAIL
N.T.S.
PROPOSED (3) - 3/0 CU CONDUCTORS,
(1)- #8 CU GROUND
PROPOSED 100A METER
PROPOSED 100A SERVICE DISCONNECT
FAULT AT DISCONNECT = 3,180A (L-L)
426' PROPOSED (3) - 3/0 CU CONDUCTORS, (1) - #8
CU GND IN 3" CONDUIT
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
S S
ET
AC
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
14
UTILITY PLAN SCHEDULE
QUANTITY
1
POWER NOTES:
1. SERVICE SHALL BE 120/208V, 1Ø, 3W, 100A
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
1/16 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
U-1
UTILITY PLAN
SCALE: 1/16"=1'-0"
ITEM LENGTH PROVIDED BY INSTALLED BY
TRANSFORMER - FTC L&P FTC L&P
DESCRIPTION
EXISTING
120/208V, 1Ø, 3W, 500kVA
1 CONDUITS - LNE TO METER 3" PVC 400'± CONTRACTOR
3 CONDUCTORS - LINE TO METER (3) 3/0 AWG CU CONDUCTORS 400'± CONTRACTOR
CONTRACTOR
CONTRACTOR
1 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
05-17-18
BY
GAC 90% PRELIM CDS
(2)
(4)
(3) (1)
EM SGC424-VZW OR EQUAL
GALVANIZED STEEL GROUND BAR, BY ELECTRIC MOTION COMPANY (SEE SCHEDUL
5/8" LOCKWASHERS, STAINLESS STEEL.
WALL MOUNTING BRACKET, HARGER CAT. #WBKT-2.
5/8" THREADED STUD WELDED DIRECTLY TO TOWER STEEL.
(2)
(3)
(4)
(1)
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 ONE LOCATIONS
TYPE NC
TYPE GT
TYPE GL LUG TYPE HA
TYPE GR TYPE VS
TYPE HS TYPE SS
TYPE XA
TYPE PT
GROUNDING PLAN
& DETAILS
G-1
15
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
G-1
GROUNDING PLAN
SCALE: 3/4"=1'-0"
4
G-1
GROUND BAR DETAIL
1 N.T.S.
G-1
GROUNDING ELEVATION
N.T.S.
5
G-1
TYPICAL CADWELD TYPE CONNECTIONS
N.T.S.
REVISION SCHEDULE
REV
0
DATE
05-17-18
BY
GAC 90% PRELIM CDS
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
PROPOSED QUASI
OMNI ANTENNA
(SEE DETAIL 2/C-5)
PROPOSED
ELECTRICAL
METER
PROPOSED
DISCONNECT
2"x12" GROUND
BAR PROPOSED FIBER
DEMARCATION BOX
TOWER GROUND LEAD #2
COPPER CONDUCTOR-BARE
TINNED (TYP)
TOWER STEEL
GROUNDING LUG
(2) UFER GROUND
EXOTHERMIC WELD
TO FOUNDATION
REBAR
PROPOSED
RRH
PROPOSED GROUND LEADS
FROM ANTENNA TO
GROUND BAR
#2 GROUNDING CONDUCTOR
FOR TOWER STEEL
EQUIPMENT GROUND
BAR
CABLE TO
ANTENNA
CABLE
GROUNDING
CLAMP KIT
#6 AWG GREEN
INSULATED
COPPER
GROUNDING
CONDUCTOR
CABLE TO
EQUIPMENT
3
G-1
TYPICAL CABLE GROUNDING
N.T.S.
PROPOSED 1/2" COAX
STANDARD GROUNDING
KIT (TYP)
(SEE DETAIL THIS SHEET)
TOWER GROUND LEAD-#2 COPPER
CONDUCTOR-BARE TINNED (TYP)
PROPOSED #2 GROUND FROM
TOWER STEEL
2'X2' COPPER GROUND
PLATE BURIED 30" BFG
(MIN) (TYP)
FOUNDATION REBAR
SERVICE-ENTRY
GROUND LEAD
PROPOSED
TRANSITION
SHROUD
PROPOSED 1/2" COAX TO
ANTENNA ROUTED INSIDE
POLE (TYP OF 4)
UPPER & LOWER SECTION
BONDING
PROPOSED POWER PANEL
2'X2' COPPER GROUND
PLATE BURIED 30" BFG
(MIN) (TYP)
PROPOSED PHOTOCONTROL SENSOR
(TYP OF 1)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING (TYP OF 1)
MODEL # SFA-48L-700-WW-G2-AR-1-120-DD-F1
(SEE DETAIL 2/C-6)
PROPOSED RECTIFIERS
(TYP OF 2)
DESCRIPTION
DRAWING TITLE:
DRAWING SHEET:
SHEET NUMBER:
SITE INFORMATION:
MIKKO P. AHOLA, P.E.
COLORADO PROFESSIONAL ENGINEER
LICENSE #33495 (EXP. 10/31/2019)
OF 15
SITE NAME:
FTC BIG CITY SC7
SITE ADDRESS:
505 S. MASON ST.
FORT COLLINS, CO 80521
JURISDICTION:
CITY OF FORT COLLINS
3131 SOUTH VAUGHN WAY #500
AURORA, COLORADO 80014
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
EXISTING 500 kVA
TRANSFORMER
FAULT CURRENT= 49,355A
PROPOSED MULTI-USE POLE
FAULT AT DISCONNECT = 3,180A (L-L)
MASON ST
MULBERRY ST
EXISTING
BUILDING
PROPOSED (3)-3/0 AWG CU
CONDUCTORS, (1) - #8 CU
GND IN 3" CONDUIT
(303) 873-2652
AERO PROJECT #: 097-16-0119
5555 CENTRAL AVENUE #100
BOULDER, COLORADO 80301
PH: (720) 304-6882
FAX: (720) 304-6883
1 07-03-18 JID 90% PRELIM CDS
2 07-10-18 GAC REVISED CDS
EXISTING 500kVA TRANSFORMER BY FTC L&P
FAULT AT TRANSFORMER = 49,355A
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 FORT COLLINS LIGHT AND POWER.
5. VERIZON EQUIPMENT TO PULL 15.8A FROM ELECTRICAL SERVICE.
6. CONTRACTOR TO INSTALL SCH80 PVC FOR ALL CONDUIT SWEEPS, OTHERWISE SCH40 PVC IS
ACCEPTABLE EXCEPT WHERE NOTED.
7. DUE TO SPACE CONSTRAINTS IN TRANSFORMER BASEMENT, PROPOSED CONDUIT MUST COME UP
AND UNDER THE FRONT OF TRANSFORMER (MULBERRY ST).
PROPOSED 100A MAIN CB
PROPOSED 100A LOAD CENTER
FAULT: 3,180A (L-L)
PROPOSD FIBER IN CONDUIT
(BY OTHERS)
PROPOSED 125A, 120/208V, 1Ø, 3W PANEL SCHEDULE
LOAD SERVED
RECTIFIER #1
LIGHTS
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
208
708 680
RECTIFIER #2
MAIN
VOLT AMPERES
(WATTS) LOAD SERVED
1
3
5
7
A
B
A
B
2
4
6
8
25A
100A
500
500
-
-
MAX AMPS
MAX AMPS x125%
X 110% FOR MAIN
1208 1180
11.5
14.4
15.8
500 500
20A
PROPOSED (3)-3/0 AWG CU
CONDUCTORS, (1) - #8 CU
GND IN 3" CONDUIT
PROPOSED JUNCTION BOX
EXISTING 500kVA, 120/208V 3Ø PAD MOUNT TRANSFORMER
FAULT AT TRANSFORMER: 49,355A
426' PROPOSED (3)-3/0 AWG CU
CONDUCTORS (1)-#8 AWG CU
GND IN 3" CONDUIT
PROPOSED 100A SERVICE DISCONNECT
FAULT: 3,180A (L-L)
PROPOSED 100A METER
PROPOSED 100A LOAD CENTER
FAULT: 3,180A (L-L)
426' PROPOSED (3) - 3/0 CU CONDUCTORS, (1) - #8
CU GND IN 3" CONDUIT
PROPOSED 11"x17" PULL BOX
(CLEAN GRANULAR FILL
SAND)
3"Ø SCH 40 PVC
POWER
CONDUIT
(AS REQUIRED)
1
C-6
UTILITY TRENCH DETAIL
SCALE: N.T.S.
MAKE: PHILIPS SLENDERFORM 48
MODEL: SFA-48L-700-WW-G2-AR-2-120-DD-F1
2
C-6
LIGHT DETAIL
SCALE: N.T.S.
(SEE DETAIL 2/C-6)
PROPOSED PHOTO CONTROL
BUTTON (TYP OF 1)
RRH
PROPOSED
PANEL
PROPOSED FIBER
DEMARCATION BOX
PROPOSED LIGHTING
CONDUCTORS
PROPOSED
1/2" COAX
(TYP OF 4)
PROPOSED FANS
(TYP)
NOTES:
1. LENGTHS ARE ESTIMATES; CONTRACTOR
AND/OR CONSTRUCTION MANAGER SHALL FIELD
VERIFY ALL LENGTHS PRIOR TO ORDERING.
2. ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE
NORTH, UNLESS NOTED OTHERWISE.
3. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED
HEREIN WITH THE RF DEPARTMENT PRIOR TO
INSTALLING ANY ANTENNAS.
ANTENNA & CABLE SCHEDULE
AZIMUTH
MOUNTING
HEIGHT
ANTENNA SPECIFICATIONS
ELECTRICAL
DOWNTILT
CABLE SIZE
CABLE
LENGTH
N/A 43'-4"
48.0"(L) X 14.6"(D) (4.65 FT³)
50 LBS
N/A (4) 1/2" COAX 55 FT.
PROPOSED PHOTOCONTROL
SENSOR (TYP OF 1)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING (TYP OF 1)
MODEL # SFA-48L-700-WW-G2-AR-1-120-DD-F1
(SEE DETAIL 2/C-6)
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)
PROPOSED RECTIFIERS
(TYP OF 2)
EXISTING CEDAR
FENCE
PROPOSED ANTENNA MOUNTED
ON MULTI-USE POLE
(SEE DETAIL 2/C-4)
1
C-3
ELEVATION
SCALE: 3/16"=1'-0"
TOP OF PROPOSED ANTENNA
45'-0" AGL
TOP OF PROPOSED LIGHT
10'-0" AGL
NOTE:
PROPOSED LIGHTING TO CONFORM TO
SECTION 3.2.4 OF THE FORT COLLINS
LAND USE CODE
EXISTING 55'-0"
TALL BUILDING
PROPOSED PHOTOCONTROL
SENSOR (TYP OF 1)
EXISTING LANDSCAPING
EXISTING
SIGN (TYP)
GRADE 0'-0"
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING (TYP OF 1)
MODEL # SFA-48L-700-WW-G2-AR-1-120-DD-F1
(SEE DETAIL 2/C-6)
32 0 16 32 64 128
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
MASON ST
MULBERRY ST
MASON ST
MULBERRY ST
EXISTING
SIDEWALK (TYP)
EXISTING LED
LIGHT POLE
EXISTING WALL
MOUNTED LIGHT
FIXTURE (TYP)
20'-0" PROPERTY
LINE OFFSET
EXISTING FENCE
(TYP)
EXISTING POLE MOUNTED
LIGHT
EXISTING
CURB (TYP)
EXISTING
SIDEWALK (TYP)
EXISTING LED
LIGHT POLE
EXISTING WALL
MOUNTED LIGHT
FIXTURE (TYP)
EXISTING CMU
WALL (TYP)
20'-0" PROPERTY
LINE OFFSET
EXISTING FENCE
(TYP)
PROPOSED SLENDERFORM 48
LED, 120V LIGHTING (TYP OF 1)
MODEL #
SFA-48L-700-WW-G2-AR-1-120-DD-F1
(SEE DETAIL 2/C-6)
EXISTING
BUILDING
EXISTING
BUILDING
1. ANY EXISTING VEGETATION DISTURBED
DURING INSTALL WILL BE REMOVED AND
REPLACED.
2. ANY IRRIGATION LINES IMPACTED DURING INSTALL
TO BE REMOVED AND REPLACED.
MASON ST
MASON ST
EXISTING GRAVEL TO
REMAIN IF IMPACTED
BY THE INSTALLATION
TO BE REPLACED
EXISTING SHRUBS
TO REMAIN
EXISTING SHRUBS
IF IMPACTED BY THE
INSTALLATION TO BE
REMOVED AND RELOCATED
PROPOSED RELOCATION
FOR SOUTHERN SHRUBS
IMPACTED BY INSTALLATION
PROPOSED LOCATION FOR NEW TREE
(SEE DETAIL 3/C-1)
PLANT LIST
SYMBOL
BOTANICAL
NAME
QUANTITY CALIPER
COMMON
NAME
HEIGHT SPREAD REMARKS
QUERCUS OAK 1 N/A 6'-0 6'-0"
6'-0" MIN. HEIGHT AT PLANTING
FULL HEALTHY STRAIGHT TRUNK
WELL BRANCHED.
NOTES:
1. SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO
MULCH TO BE IN CONTACT WITH TRUNK.
2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN TREES IN A
PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.
WIRE GUYS - DOUBLE
STRAND 10 GAUGE
GALV. SOFT STEEL
TREE WRAP
REMOVE BURLAP FROM
TOP 1/3 OF BALL
BACKFILL MATERAIL
1'-0" ALL SIDES
PRUNE AS DIRECTED
RUBBER HOSE
TURN BUCKLES
(4" CAL & OVER)
2"x2"x8" HARDWOOD STAKES
(3/TREES OVER 4" CAL)
(2/TREES UNDER 4" CAL)
2" MULCH
PLANT SAUCER
COMPACTED BACKFILL
MATERAIL 6" MIN
3
C-1
OAK PLANTING DETAIL
N.T.S.
EVERGREEN
SHRUB
3 N/A
JUNIPER
ANDORRA
1'-0 N/A N/A
KARL
FOERSTER
REED GRASS
13 N/A
CALAMAG-
ROSTIS
ACUTIFLORA
1'-0 N/A N/A
EXISTING SHRUBS
TO REMAIN
GRAPHIC SCALE
4 0 2 4 8 16
(SCALE BASED ON FULL SIZE 24"x36" SHEETS ONLY)
(DO NOT USE SCALE ON OTHER SIZED DRAWINGS)
PROPOSED 5'-0" WIDE
UTILITY EASEMENT
PROPOSED 10'-0" WIDE
ACCESS EASEMENT
PROPOSED 10'-0"x10'-0"
LEASE AREA
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT W/
3-CELL PLENUM MAXCELL INNERDUCT
(UNDERGROUND MEET POINT TBD)
(SEE DETAIL 1/C-6)
(1) PROPOSED MULT-USE POLE
WITH QUASI OMNI ANTENNA
MOUNTED ON TOP
(SEE DETAIL 2/C-4)
EXISTING CMU WALL (TYP)
PROPOSED 4'x4' FUTURE LEASE AREA
PROPOSED POWER IN 3" PVC CONDUIT
ROUTED FROM EXISTING TRANSFORMER TO
PROPOSED EQUIPMENT
(SEE DETAIL 1/C-6)
PROPOSED 5'-0" WIDE
UTILITY EASEMENT
EXISTING CEDAR FENCE
1
C-4
EXISTING
BUILDING
UTILITY EASEMENT
4
MASON ST
MULBERRY ST
PROPOSED 10'-0" WIDE
ACCESS EASEMENT
PROPOSED 10'-0"x10'-0"
LEASE AREA
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)
PROPOSED FIBER IN 2" SCH 40 PVC CONDUIT W/
3-CELL PLENUM MAXCELL INNERDUCT
(UNDERGROUND MEET POINT TBD)
(SEE DETAIL 1/C-6)
PROPOSED POWER IN 3" PVC CONDUIT
ROUTED FROM EXISTING TRANSFORMER TO
PROPOSED EQUIPMENT
(SEE DETAIL 1/C-6)
(1) PROPOSED MULT-USE POLE WITH QUASI
OMNI ANTENNA MOUNTED ON TOP
(SEE DETAIL 2/C-4)
EXISTING CURB (TYP)
EXISTING CMU WALL
(TYP)
NOTES:
1. NO WIRELESS TELECOMMUNICATION FACILITY OR EQUIPMENT OWNER OR
LESSEE OR EMPLOYEE THEREOF SHALL ACT TO EXCLUDE OR ATTEMPT TO
EXCLUDE ANY OTHER WIRELESS TELECOMMUNICATION PROVIDER FROM
USING THIS BUILDING, STRUCTURE OR LOCATION.
2. THIS LOCATION IS IN AN AREA DESIGNATED AS CITY FLOOD FRINGE PER
CITY OF FORT COLLINS CITY FLOOD RISK MAP DATED 1-2-18.
CITY FLOOD FRINGE - MAY INCLUDE:
-AREAS OF FEMA 100-YEAR FLOODPLAIN (FEMA ZONES A, AE, AO AND AH)
-AREAS OF CITY 100-YEAR FLOODPLAIN INCLUDING PONDING AREAS AND
SHEET FLOW AREAS WITH AVERAGE DEPTHS OF 1-3 FEET.
THERE IS A 1% ANNUAL CHANCE THAT THESE AREAS WILL BE FLOODED.
EXISTING
TRANSFORMER
1
Z-2
EXISTING
SIDEWALK (TYP)
PROPOSED 4'x4' FUTURE
LEASE AREA
PROPOSED 5'-0" WIDE
UTILITY EASEMENT
EXISTING
BUILDING
PROPOSED 11x17" PULL BOX FOR
ELECTRICAL ROUTING
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 2015 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, 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.
T-1 TITLE SHEET
PROJECT DESCRIPTION
1. INSTALL NEW MULTI-USE POLE.
2. INSTALL (2) RRH'S AND ASSOCIATED EQUIPMENT WITHIN NEW MULTI-USE POLE.
3. INSTALL PROPOSED SMALL CELL ANTENNA ON NEW MULTI-USE POLE.
4. INSTALL NEW UNDERGROUND FIBER AND POWER TO PROPOSED EQUIPMENT.
5. INSTALL COAX FROM EQUIPMENT TO ANTENNA.
VERIZON (RF): DATE:
DATE:
DATE:
DATE:
VERIZON (CONST.):
VERIZON (RE):
LANDLORD:
APPROVALS
TITLE SHEET
T-1
1
JURISDICTION: CITY OF FORT COLLINS
ZONING: DOWNTOWN DISTRICT
APN: 9714123001
PARCEL SIZE: 0.68 AC
ELEVATION: 4997' (NAVD 88)
STRUCTURE TYPE: NEW MULTI-USE POLE
STRUCTURE HEIGHT: 45'-0"± (TOP OF ANTENNA)
ANTENNA RAD CENTER: 43''-4" 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-3
C-4
C-5
SITE PLAN
ELEVATION
EQUIPMENT DETAILS
CONSTRUCTION DETAILS
Z-2
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
CENTERLINE SOLUTIONS
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
CONTACT: JEN DANIELS
PHONE: 303-550-4820
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
LOT 1, MAX FLATS, COUNTY OF LARIMER, STATE OF COLORADO.
RHI 1 MAX FLATS LLC
CONTACT: TAMMY PETERSON
PHONE: 970-484-3454
5200 W 20TH ST
GREELEY, CO 80634
GN-1 GENERAL NOTES
PH-1 PHOTOSIMULATION VIEWS
ENLARGED SITE PLAN
C-1 LANDSCAPE PLAN
C-2 PHOTOMETRIC PLAN
E-1 ONE-LINE ELEVATION & PANEL SCHEDULE
U-1 UTILITY COORDINATION
G-1 GROUNDING PLAN & DETAILS
C-6 CONSTRUCTION DETAILS (CONTINUED)
Z-3 FLOODPLAIN PLAN