HomeMy WebLinkAboutFTC FOXSTONE, WTE (VERIZON) - PDP - PDP180007 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSSITE NAME:
SITE ADDRESS:
FTC FOXSTONE
1961 CARIBOU DR.
FT.COLLINS, CO 80525
LARIMER COUNTY
DRAWING INDEX
T1 TITLE SHEET
LS1 LAND SURVEY
LS2
SITE LOCATION
Z3.1 NORTH & EAST ELEVATIONS
Z1 OVERALL SITE PLAN
Z2 ENLARGED SITE PLAN, EQUIPMENT PLAN & ANTENNA DETAIL
GENERAL CONTRACTOR NOTE PROJECT TEAM
APPROVAL BLOCK
TITLE SIGNATURE DATE
OWNER
ENGINEER
PROJECT MANAGER
ACKNOWLEDGEMENT OR "SIGN-OFF" BY PARTIES TO THE CONSTRUCTION
DRAWINGS DOES NOT CONSTITUTE ALTERATION OF THE LEASE TERMS.
PROPERTY OWNER:
SECURCARE PROPERTIES I LLC.
CONTACT: CALEB CROSSLAND
PHONE: 970.222.1341
VICINITY MAP
DRIVING DIRECTIONS TO SITE
PROJECT DESCRIPTION
NEW UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF (3)
SECTORS OF CONCEALED ANTENNAS, AND CONCEALED EQUIPMENT ON A
NEW 3 LEG TOWER.
PROJECT DATA
JURISDICTION:
PARCEL NUMBER:
ZONING DESIGNATION:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
FULLY SPRINKLERED:
NO. OF STORIES:
GOVERNING CODES IF APPLICABLE:
2015 IBC, 2015 IECC, 2015 IFC, 2015 IMC, 2015 IPC, 2015 IRBC, 2014 NEC.
A.D.A. COMPLIANCE:
NOT REQUIRED PER IBC 1103.2.9
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-
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CITY OF FT.COLLINS
8731422001
P.U.D.
U
V-B
NO
1
LEGAL DESCRIPTION:
THE LAND REFERRED TO IN SCHEDULE A IS SITUATED IN THE CITY OF FT.
VZW
1 UTILITY PLAN
SCALE: 1/8" = 1'-0"
3 SITE SPECIFIC UTILITY NOTES
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
UC1
UTILITY
COORDINATION
PLAN
SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40'
SCALE: 1" = 10'-0" (24X36)
2 EXISTING TRANSFORMER ON NORTH SIDE OF SITE
WATER / WASTEWATER PIPE CROSSING COORDINATION:
CONTACT: DAN MOGEN WATER / WASTEWATER & STORMWATER
ENGINEERING, CITY OF FT. COLLINS 970-224-6192 DMOGEN@FCGOV.COM
1. CONTRACTOR TO HAVE POSITVE IDENTIFICATION OF ALL EXISTING
UNDERGROUND SERVICES IN THE PROPOSED ROUTE OF THE NEW
POWER AND FIBER RUNS, PRIOR TO BEGINNING ANY WORK.
2. AREAS DEPICTED WITH BLUE CLOUDS HAVE SERVICE CROSSING AND
SHALL BE HAND DUG
3.
POWER COORDINATION NOTES:
CITY OF FORT COLLINS LIGHT & POWER
CONTACT AUSTIN KREAGER
970-224-6152
CITY WILL PROVIDE SINGLE PHASE POWER. EXISTING TRANSFORMER WILL
PROBABLY NEED TO BE UPSIZED TO ACCOMODATE THE ADDITIONAL LOAD.
VERIZONS CONTRACTOR WILL INSTALL THE CONDUIT AND SECONDARIES
FROM THE TRANSFORMER TO THE METER LOCATION.
FIBER COORDINATION NOTES:
CONTACT: TBD
-TBD UPON COORDINATION WITH FIBER SERVICE PROVIDER.
EX. PAVED
DRIVEWAY
EX. STORAGE
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
PH1
PHOTO
SIMULATIONS
EAST & NORTH
2 NEW VIEW FROM THE EAST
1 EXISTING VIEW FROM THE EAST
4 NEW VIEW FROM THE NORTH
3 EXISTING VIEW FROM THE NORTH
NEW VZW ANTENNAS CONCEALED
BEHIND RF TRANSPARENT PANELS
IN 3 LEG TOWER (PAINTED TO
MATCH EXISTING BUILDINGS)
NEW VZW ANTENNAS CONCEALED
BEHIND RF TRANSPARENT PANELS
IN 3 LEG TOWER (PAINTED TO
MATCH EXISTING BUILDINGS)
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
PH2
PHOTO
SIMULATION
WEST
2 NEW VIEW FROM THE WEST
1 EXISTING VIEW FROM THE WEST
4 NOT USED
3 NOT USED
NEW VZW ANTENNAS CONCEALED
BEHIND RF TRANSPARENT PANELS
IN 3 LEG TOWER (PAINTED TO
MATCH EXISTING BUILDINGS)
VZW
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
Z1
OVERALL
SITE PLAN
1 OVERALL SITE PLAN
SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40'
SCALE: 1" = 10'-0" (24X36)
EX. PAVED
DRIVEWAY
EX. STORAGE
UNIT ROOFTOP
EX. PAVED
STORAGE UNITS
ROOFTOP
NEW VZW
UTILITY
EASEMENT
NEW VZW
ACCESS
EASEMENT
NEWACCESS
& UTILITY
EASEMENT
LEASE LEGEND
EX. PARKING
LOT OF
ADJACENT
PROPERTY
EX. PAVED
DRIVEWAY
EX. PAVED
DRIVEWAY
EX. TREE (TYP.)
EX. CONCRETE
1 ENLARGED SITE PLAN 3 EQUIPMENT PLAN
2 ANTENNA DETAIL
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
Z2
ENLARGED SITE PLAN
EQUIPMENT PLAN &
ANTENNA DETAIL
SCALE: 1" = 10'-0" (11X17) 0' 5' 10' 20'
SCALE: 1" = 5'-0" (24X36)
SCALE: 1/4"= 1'-0" (11X17)
SCALE: 1/2" = 1'-0" (24X36)
0' 2' 4' 8'
Y SECTOR
AZIMUTH 110°
Z SECTOR
AZIMUTH 200°
X SECTOR
AZIMUTH 350°
(12) NEW VZW ANTENNAS
MOUNTED TO NEW PIPE MOUNTS
BEHIND RF TRANSPARENT WALL
(4) PER SECTOR)
(12) NEW VZW RRU'S MOUNTED TO
NEW PIPE MOUNTS ON BACK OF
ANTENNAS (4) PER SECTOR) STACKED
NEW VZW 40'-0" SELF
SUPPORT TOWER (BY OTHERS)
SCALE: 1/4"= 1'-0" (11X17)
SCALE: 1/2" = 1'-0" (24X36)
0' 2' 4' 8'
EX. STORAGE
UNIT ROOFTOP
EX. CONCRETE
CURB (TYP.)
EX. ROLLING GATE
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
Z3.1
NORTH
& EAST
ELEVATIONS
1 NORTH ELEVATION
2 EAST ELEVATION
SCALE: 1/16" = 1'-0" (11X17)
SCALE: 1/8" = 1'-0" (24X36)
0' 8' 16' 32'
SCALE: 1/16" = 1'-0" (11X17)
SCALE: 1/8" = 1'-0" (24X36)
0' 8' 16' 32'
EX. STORAGE UNIT
EX. BUSINESS
OFFICE
EX. SIGN
EX. PAD MOUNTED
TRANSFORMER
EX. BOLLARD AND
KEYPAD AT
ROLLING GATE
NEW VZW LIGHTNING ROD
EX. STORAGE
UNIT & OFFICE
EX. TREES
(TYP.)
EX. BUILDING
EX. SIGN
(12) NEW VZW ANTENNAS MOUNTED
TO NEW PIPE MOUNTS BEHIND RF
TRANSPARENT WALL (4) PER SECTOR)
(12) NEW VZW RRU'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS (4)
PER SECTOR) STACKED (NOT VISIBLE)
Z3.2
WEST
ELEVATION
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
1 WEST ELEVATION
2 NOT USED
SCALE: N.T.S.
SCALE: 1/16" = 1'-0" (11X17)
SCALE: 1/8" = 1'-0" (24X36)
0' 8' 16' 32'
SCALE: NTS
SCALE: NTS
T.O. NEW TOWER
ELEV. 40'-0"
C.L. NEW VZW ANTENNAS
ELEV. 35'-0"
T.O. NEW LIGHTNING ROD
ELEV. 45'-0"
EX. PAD MOUNTED
TRANSFORMER
EX. BOLLARD
(TYP.)
(12) NEW VZW ANTENNAS MOUNTED
TO NEW PIPE MOUNTS BEHIND RF
TRANSPARENT WALL (4) PER SECTOR)
(12) NEW VZW RRU'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS (4)
PER SECTOR) STACKED (NOT VISIBLE)
NEW VZW
LIGHTNING ROD
EX. STORAGE
UNIT & OFFICE
EX. TREES
(TYP.) (2) NEW VZW OVP'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
NOTE: REFER TO VERIZON's FINAL RFDS
INFORMATION FOR TOTAL ANTENNA,
RRH, & OVP MODEL & COUNT Z4
ANTENNA & CABLE
SCHEDULES AND RF
PLUMBING DIAGRAM
1 ANTENNA & CABLE SCHEDULES
SCALE: NTS
AWS &
PCS RRH
PCS LTE
6-PORT
ANTENNA
AWS LTE
UPPER OVP
MAIN OVP
1 5/8" 6X12
HYBRID CABLE
850 LTE
RET
700 &
850 RRH
700 LTE
UPPER OVP
MAIN OVP
1 5/8" 6X12
HYBRID CABLE
NEW VZW ANTENNA / RRH / OVP SCHEDULE:
ANTENNA & EQUIPMENT COUNTS PER RFDS INFO. LISTED ON T1
NEW VZW CABLE LENGTHS:
SECTOR
General Notes (City of Fort Collins and Larimer County)
Appendix E-1-FC/Lar
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and
specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.
Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the Local Entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically
stated otherwise.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility
to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and
approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all
such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and
indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which
may arise from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility
installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans
by the Local Entity Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the
drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities
along the route of the work before commencing new construction. The Developer shall be responsible for unknown
underground utilities.
7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1- 800-922-1987, at least 2
working days prior to beginning excavation or grading, to have all registered utility locations marked. Other
unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective
representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the
responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on
these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the
appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the
Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the
Local Entity prior to beginning construction.
10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure
that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be
responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility
companies.
18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such
damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater,
and/or storm drainage facilities in the development.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public
street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine
broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching,
shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not
shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the
appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not
identified in the plans or specifications, the Developer shall contact the Designer and the Local Entity Engineer
immediately.
39. Developer shall be responsible for recording as-built information on a set of record drawings kept on the
construction site, and available to the Local Entity's Inspector at all times. Upon completion of the work, the
contractor(s) shall submit record drawings to the Local Entity Engineer.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets,
sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to
construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise
indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first
Certificate of Occupancy.
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
GN1
GENERAL NOTES
(SHEET 1 OF 4)
PRELIMINARY -
NOT FOR
CONSTRUCTION
DESIGN NOTES
1.0 GENERAL CONDITIONS
1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2015 EDITION AND ALL
OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONFLICT
BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR
MANUFACTURER'S REQUIREMENTS. USE THE MOST STRINGENT PROVISION.
1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR
OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND
THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS,
DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR
NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH
THE WORK.
1.3 DESIGN LOADS ARE:
WIND SPEED 100 MPH 3 SEC
SNOW LOAD 30 PSF
GENERAL CONSTRUCTION NOTES:
GENERAL CONSTRUCTION
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL
APPLY:
GENERAL CONTRACTOR: T.B.D.
CONTRACTOR: T.B.D.
OWNER: VERIZON WIRELESS
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND VERIZON
WIRELESS PROJECT SPECIFICATIONS.
3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
GN2
GENERAL NOTES
(SHEET 2 OF 4)
PRELIMINARY -
NOT FOR
CONSTRUCTION
GENERAL CONSTRUCTION NOTES CONTINUED:
COAXIAL CABLE NOTES
63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO
ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION
LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED
LENGTHS.
64. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION.
66. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF
AND SHALL NOT EXCEED 6'-0".
67. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN
APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC.
68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH
THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND
ALL OTHER EQUIPMENT.
69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE
WITH VERIZON WIRELESS STANDARDS.
GENERAL CABLE AND EQUIPMENT NOTES
70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX
CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION.
71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S RECOMMENDATIONS.
72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS
FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING.
73. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE
RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE
MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN
PRELIMINARY -
NOT FOR
CONSTRUCTION
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
GN3
GENERAL NOTES
(SHEET 3 OF 4)
GENERAL CONSTRUCTION NOTES CONTINUED:
COAXIAL CABLE NOTES
63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO
ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION
LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED
LENGTHS.
64. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL.
65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION.
66. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF
AND SHALL NOT EXCEED 6'-0".
67. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN
APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC.
68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH
THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND
ALL OTHER EQUIPMENT.
69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE
WITH VERIZON WIRELESS STANDARDS.
GENERAL CABLE AND EQUIPMENT NOTES
70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX
CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION.
71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S RECOMMENDATIONS.
72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS
FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING.
73. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE
RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE
MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
GN4
GENERAL NOTES
(SHEET 4 OF 4)
PRELIMINARY -
NOT FOR
CONSTRUCTION
3.6 CURING:
A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND
EXCESSIVELY HOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED WITH MINIMUM
MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME
NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE
CONCRETE.
B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY
FOLLOWING THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL
CURING SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS:
1. PONDING OR CONTINUOUS SPRINKLING.
2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET.
3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE.
4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET.
5. CONTINUOUS STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH.
6. SPRAYED- ON CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR
DIRECTION
C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR
FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF
THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50F HAS TOTALED SEVEN (7) DAYS.
CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID
DRYING AT THE END OF THE CURING PERIOD SHALL BE PREVENTED.
GENERAL FIBER REINFORCED PLASTIC NOTES:
1.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIV.
1.2 ALL ADHESIVE SHALL BE PLEXUS METHACRYLATE ADHESIVE OR EQUIV.
1.3 ALL FRP CONNECTIONS SHALL BE FULL BONDED EACH SIDE
WITH 3
8" PLATE AND MINIMUM (2)
3
8" TAPERED FLAT HEAD FRP SCREWS PER MEMBER.
1.4 ALL PANELS SHALL BE FULL BONDED W/ 3
8" PAN HEAD FRP SCREWS AT 12" O.C.
GENERAL STRUCTURAL STEEL NOTES:
PART 1 - GENERAL
1.1 SCOPE:
A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS
SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE
SPECIFICATIONS.
1.2 REFERENCES:
A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL
CONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD).
B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).
ASTM A36: STRUCTURAL STEEL
ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS.
ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY.
ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 P.S.I. TENSILE STRENGTH.
ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS.
ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE
STRENGTH.
ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING
IN ROUNDS AND SHAPES.
ASTM A563: CARBON AND ALLOY STEEL NUTS.
ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL.
ASTM F436: HARDENED STEEL WASHERS.
ASTM F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH
STRUCTURAL FASTENERS.
C. AMERICAN WELDING SOCIETY (AWS):
AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES.
AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES.
AWS D1.1: STRUCTURAL WELDING CODE - STEEL.
D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR
STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY
AISC.
E. STEEL STRUCTURES PAINTING COUNCIL (SSPC):
SSPC-SP3: POWER TOOL CLEANING.
SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT.
1.3 SUBMITTALS:
A. SUBMIT THE FOLLOWING FOR APPROVAL:
1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,
MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS.
B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1.
PART 2 - PRODUCTS
2.1 STRUCTURAL STEEL:
A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A572. ANGLES SHALL CONFORM TO
ASTM A36.
B. STRUCTURAL TUBING SHALL CONF0RM TO ASTM A500, GRADE B. STEEL PIPE SHALL
CONFORM TO ASTM A53, TYPE E OR S, GRADE B.
2.2 ANCHOR BOLTS:
A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS.
2.3 BOLTS:
A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM
A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT. A HEAVY HEX NUT AND A
HARDENED WASHER.
B. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325; ONE HIGH STRENGTH BOLT
ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A
HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE
INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE
ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS.
2.4 WELDING ELECTRODES:
A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND
SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED.
2.5 PRIMER:
A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT
SPECIFICATION NO. 11.
PART 3 - EXECUTION
3.1 FABRICATION:
A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN.
1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD
SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS.
2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM.
3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR
IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED.
4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE
FIELD HANDLING OF MATERIALS.
5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF
UNITS, BEFORE START OF FINISHING OPERATIONS.
6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM
MARKINGS, BURNS, AND OTHER DEFECTS.
B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN:
1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF
FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE.
2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS."
3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES,
APPEARANCE, QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK.
4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED
CONNECTIONS.
5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH
CHAPTER E4 OF THE AISC-ASD SPECIFICATION.
6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM.
3.2 PRIMING:
A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN
OTHERWISE ON THE DRAWINGS.
B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC-SP3, "POWER
TOOL CLEANING."
C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF
STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION.
D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S
POT-LIFE REQUIREMENTS SHALL BE STRICTLY ADHERED TO.
E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE
CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS
OTHERWISE RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE
WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREE F. THE RELATIVE HUMIDITY IS
MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREE F
ABOVE THE DEW POINT.
F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION
SHALL BE RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN.
G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY
SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE
REPAIRED OR REMOVED AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID
TO CREVICES, WELD LINES, BOLT HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE
REQUIRED NOMINAL FILM THICKNESS.
H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS.
I. IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE
TOUCHED UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE
APPLIED PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS.
3.3 INSTALLATION:
A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD
PRACTICE."
B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR
SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1.
C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING
STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK. PROVIDE
TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO
ACCURATE LOCATIONS.
D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS.
E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT
STRUCTURAL ENGINEER.
F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH
TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN
PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE.
G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN THE PERMANENT
CONTACT, BEFORE ASSEMBLY.
H. HIGH-STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT"
CONDITION AS DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH-STRENGTH BOLTS
SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL
JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC
TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN-OF NUT
METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TENSION-CONTROL BOLT,
CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT.
AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH
WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC
ENCLOSURES ALSO PERMITTED PER ATT-002-290-041 SECTION 7.
74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
A. TEMPERATURE SHALL BE ABOVE 50° F.
B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE
MANUFACTURER'S RECOMMENDATIONS.
A. GROUNDING AT THE ANTENNA LEVEL.
B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE
GROUNDING REQUIRED.
C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL.
D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT.
E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT.
76. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING
ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR.
TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION.
77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX
CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION.
78. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.
GENERAL SITE WORK & DRAINAGE NOTES:
PART 1 - GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE
PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN
THESE PLANS.
1.1 REFERENCES:
A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION-CURRENT EDITION).
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE
PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE
COORDINATED BY THE SUBCONTRACTOR.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO
SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO
PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE
DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY
INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF
WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
1.3 SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL
COMPLETION OF THE SUBCONTRACT.
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND
SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING
FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE
WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA
REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND
SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE
ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF
THE WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED
BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND
THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO
PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.
PART 2 - PRODUCTS
2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE,
STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT
MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB)
COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER
THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC
MATERIAL UNSUITABLE FOR BACKFILL.
2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE
AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3
INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL
UNSUITABLE FOR BACKFILL.
2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF
ASTM E850-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL
MATERIAL ARE REQUIRED.
2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION
REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUB-BASE COURSE SHALL CONFORM TO ASTM
D2940.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL
CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE
MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS
DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED
BY ASTM AS PT, MH, CH, OH, ML, AND OL.
2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEERED APPROVED EQUAL.
2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM
SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6
INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM
STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL
CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL
DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE
ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM
CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR
TELECOMMUNICATION UTILITIES.
PART 3 - EXECUTION
3.1 GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND
SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND
MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT
ANY TIME.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL
LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH,
STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING
THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE
EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE
AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL
ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER
MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER
UNDESIRABLE MATERIALS.
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS
RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE
FILL.
A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING
FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR
TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO
ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND
STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED
CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL
PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL
EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A
LEGAL MANNER.
3.2 BACKFILL:
A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED
STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR
CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO
RESTORE THE REQUIRED FINISHED GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE
EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR
BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN
8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE
USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE
DEPTH AND COMPACTED.
3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED
THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE
SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE
GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION
IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE
COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS.
B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.3 TRENCH EXCAVATION:
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING
AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
OUTERMOST CONDUIT.
C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL.
AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH
WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC
ENCLOSURES ALSO PERMITTED PER ATT-002-290-041 SECTION 7.
74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX:
A. TEMPERATURE SHALL BE ABOVE 50° F.
B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD.
C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED.
D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS.
75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE
MANUFACTURER'S RECOMMENDATIONS.
A. GROUNDING AT THE ANTENNA LEVEL.
B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE
GROUNDING REQUIRED.
C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL.
D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT.
E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT.
76. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING
ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR.
TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION.
77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX
CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION.
78. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER
TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS.
GENERAL SITE WORK & DRAINAGE NOTES:
PART 1 - GENERAL
CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE
PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN
THESE PLANS.
1.1 REFERENCES:
A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION-CURRENT EDITION).
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).
C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).
1.2 INSPECTION AND TESTING:
A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE
PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE
COORDINATED BY THE SUBCONTRACTOR.
B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO
SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO
PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE
DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY
INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF
WORK INACCESSIBLE OR DIFFICULT TO INSPECT.
1.3 SITE MAINTENANCE AND PROTECTION:
A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL
COMPLETION OF THE SUBCONTRACT.
B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND
SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING
FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE
WORK.
C. KEEP SITE FREE OF ALL PONDING WATER.
D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA
REQUIREMENTS.
E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND
SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE
ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF
THE WORK.
F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED
BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND
THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.
1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO
PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.
PART 2 - PRODUCTS
2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE,
STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT
MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL.
2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB)
COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER
THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC
MATERIAL UNSUITABLE FOR BACKFILL.
2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE
AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3
INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL
UNSUITABLE FOR BACKFILL.
2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF
ASTM E850-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL
MATERIAL ARE REQUIRED.
2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION
REQUIREMENTS OF ASTM D2487 (SE OR SW-SM).
2.6 COARSE AGGREGATE FOR ACCESS ROAD SUB-BASE COURSE SHALL CONFORM TO ASTM
D2940.
2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL
CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE
MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS
DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED
BY ASTM AS PT, MH, CH, OH, ML, AND OL.
2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEERED APPROVED EQUAL.
2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM
SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6
INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM
STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL
CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL
DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE
ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM
CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR
TELECOMMUNICATION UTILITIES.
PART 3 - EXECUTION
3.1 GENERAL:
A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND
SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND
MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT
ANY TIME.
B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL
LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.
C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH,
STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING
THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED.
1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE
EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE
AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL
ROOTS AND OTHER DEBRIS THEREBY EXPOSED.
2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER
MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER
UNDESIRABLE MATERIALS.
3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS
RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE
FILL.
A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING
FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.
B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR
TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO
ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND
STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED
CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL
PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS.
C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL
EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A
LEGAL MANNER.
3.2 BACKFILL:
A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED
STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR
CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO
RESTORE THE REQUIRED FINISHED GRADE.
1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE
EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.
2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR
BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN
8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE
USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE
DEPTH AND COMPACTED.
3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED
THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE
SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE
GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION
IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE
COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS.
B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE
MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698.
3.3 TRENCH EXCAVATION:
A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE
DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING
AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.
B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE
OUTERMOST CONDUIT.
C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE
REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL.
CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT
DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE
COMMENCEMENT OF WORK.
4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE
ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE
PERFORMANCE OF WORK.
5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND
APPLICABLE REGULATIONS.
6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS,
EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS
AS INDICATED ON THE DRAWINGS.
7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC
OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES
UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED
CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE
ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING
WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE
REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE
INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH
WORK.
8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY
THE ENGINEER PRIOR TO PROCEEDING.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,
ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE
WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE
LOCAL JURISDICTION.
11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH
OTHER DISCIPLINES.
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED
WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.
ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.
13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED
BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND
DISPOSE OF ALL DEBRIS.
14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE
SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS
THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.
15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS
PRIOR TO COMMENCEMENT OF WORK.
16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT
CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND
CONTRACTORS TO THE SITE AND/OR BUILDING.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE
DURATION OF CONSTRUCTION UNTIL JOB COMPLETION.
20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF
PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL
TIMES.
21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING
OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO
ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.
22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE
PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER AND RF. EXTREME CAUTION
SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR
NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.
THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C)
ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.
23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH
INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR
OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION
OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE
APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.
24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY
THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND
STABILIZED TO PREVENT EROSION.
25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN
CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT
CONTROL.
26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN
MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95
PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80
PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF
WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY
THE LOCAL JURISDICTION.
28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS,
AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT
COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT.
30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL
CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.
31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.
32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR
SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED).
33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2
TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS.
34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.
35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE LATEST REVISION VERIZON WIRELESS MOBILITY GROUNDING STANDARD "TECHNICAL
SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL
SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE
CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN.
36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST
NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY.
37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.
38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR
DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.
39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA
STANDARDS AND REQUIREMENTS.
40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS.
ANTENNA MOUNTING
41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT
ANSI/TIA-222 OR APPLICABLE LOCAL CODES.
42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS
NOTED OTHERWISE.
43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN
ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE",
UNLESS NOTED OTHERWISE.
44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN
ACCORDANCE WITH ASTM A780.
45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE
TORQUED TO MANUFACTURER'S RECOMMENDATIONS.
46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR
INSTALLATION AND GROUNDING.
47. ALL UNUSED PORTS ON ANY ANTENNA SHALL BE COVERED WITH CONCEALER CAP WITH
PROPER WEATHER PROOFING OR BE TERMINATED WITH A 50 LOAD.
48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL
CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB.
ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5° AS
DEFINED BY THE FINAL RF DESIGN. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5° AS
DEFINED BY THE RFDS.
49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR,
U.O.N.
50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR
INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO VERIZON WIRELESS.
51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS
FEASIBLE IN A VERTICAL POSITION, U.O.N.
52. ANTENNAS SHALL HAVE SEPARATION PER RF DESIGN, U.O.N.
TORQUE REQUIREMENTS
53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH.
54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A
TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE
CONNECTION.
A. RF CONNECTION BOTH SIDES OF THE CONNECTOR.
B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO
THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET
METAL.
55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM).
56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM).
57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND
THE GROUNDING HARDWARE IS NO LONGER LOOSE.
58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM).
59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM).
FIBER & POWER CABLE MOUNTING
60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE
TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY
SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE
INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE
CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY
(6) SIX FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE
770 RULES SHALL APPLY.
61. CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND
SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE
TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO
MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE
SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE
EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES
SHALL APPLY.
62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA
70 (NEC) ARTICLE 300 RULES SHALL APPLY.
Appendix E-2
A. Standard Grading and Erosion and Sediment Control Construction Plan Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this
site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site
erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer
shall also be responsible for installing and maintaining all erosion control facilities shown herein.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up
and removal of all sediment and debris from all drainage infrastructure and other public facilities.
9. The contractor shall clean up any inadvertent deposited material immediately and make sure streets are free of
all materials by the end of each working day.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so
as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon
completion of construction activities the concrete washout material will be removed and properly disposed of prior to
the area being restored.
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
FCN1
CONSTRUCTION
NOTES
PRELIMINARY -
NOT FOR
CONSTRUCTION
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
FROM (RRH) TO (ANTENNAS)
ANTENNA
RRH JUMPERS JUMPERS
MAIN
TRUNK
CABLE/COAX
SIZE (NOMINAL)
CABLE/COAX
(QUANTITY)
ESTIMATED
CABLE/COAX
(LENGTH)
X 1
2"Ø
Y 1
2"Ø
Z 1
2"Ø
FROM (MAIN OVP) TO (RRH)
FROM (MAIN OVP) TO (MAIN OVP)
X HYB 1X1
Y HYB 1X1
Z HYB 1X1
SECTOR
CABLE/HYBRID
SIZE (NOMINAL)
CABLE/HYBRID
(QUANTITY)
ESTIMATED
CABLE/HYBRID
(LENGTH)
X, Y, Z HYB 6X12 (1 1
4") 2
NOTE:
DISTANCES ARE ACCURATE BASED ON THE EXISTING SITE
DRAWINGS. NO ADDITIONAL FOOTAGE ADDED.
45'±
16
SECTOR
ANTENNA
X
Y
Z
OVP RRH
X
Y
Z
TOWER
GROUND
MODEL /
TECHNOLOGY QUANTITY AZIMUTH
RAD
CENTER
NHH-65B-R2B 4 350° 35'-0"
700/850, AWS/PCS
RxxDC-4750-PF-48 2 N/A N/A
N/A N/A
N/A N/A
N/A N/A
110°
200°
10'±
2 10'±
SECTOR
CABLE/HYBRID
SIZE (NOMINAL)
CABLE/HYBRID
(QUANTITY)
ESTIMATED
CABLE/HYBRID
(LENGTH)
10'±
10'±
1,1,1,1
10'±
10'±
RxxDC-4750-PF-48 2 N/A N/A
6-PORT
ANTENNA
NHH-65B-R2B
NHH-65B-R2B
700/850, AWS/PCS
700/850, AWS/PCS
2
2
16
16
2 RF PLUMBING DIAGRAM
SCALE: N.T.S.
35'-0"
35'-0"
4
4
1,1,1,1
1,1,1,1
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
PER SECTOR) (NOT VISIBLE)
EX. BUILDING
(2) NEW VZW EQUIPMENT CABINETS
MOUNTED ON NEW PLINTH ON CONC. SLAB
WITHIN NEW VZW FENCED LEASE AREA
ELEV. 8'-9"±
T.O. EX. STORAGE UNIT
ELEV. 0'-0"
EX. GRADE
NEW VZW METER, DISCONNECT
AND ILC CABINET MOUNTED TO
NEW UNISTRUT H-FRAME
EX. TREES
BEYOND
(TYP.)
EX. ROLLING GATE
AND OPERATOR
EX. TREE TO BE
REMOVED
NEW VZW DOG EAR
CEDAR FENCE
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
SPACE AVAILABLE FOR POTENTIAL
FUTURE CARRIERS
(2) NEW VZW OVP'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS
PER SECTOR) (NOT VISIBLE)
T.O. NEW TOWER
ELEV. 40'-0"
C.L. NEW VZW ANTENNAS
ELEV. 35'-0"
T.O. NEW LIGHTNING ROD
ELEV. 45'-0"
ELEV. 8'-9"±
T.O. EX. STORAGE UNIT
ELEV. 0'-0"
EX. GRADE
EX. SCISSOR GATE EX. ROLLING GATE
NEW VZW LIGHTNING ROD
(12) NEW VZW ANTENNAS MOUNTED
TO NEW PIPE MOUNTS BEHIND RF
TRANSPARENT WALL (4) PER SECTOR)
(12) NEW VZW RRU'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS (4)
PER SECTOR) STACKED (NOT VISIBLE)
(2) NEW VZW OVP'S MOUNTED TO NEW
PIPE MOUNTS ON BACK OF ANTENNAS
PER SECTOR) (NOT VISIBLE)
T.O. NEW TOWER
ELEV. 40'-0"
C.L. NEW VZW ANTENNAS
ELEV. 35'-0"
T.O. NEW LIGHTNING ROD
ELEV. 45'-0"
ELEV. 8'-9"±
T.O. EX. STORAGE UNIT
ELEV. 0'-0"
EX. GRADE
NEW VZW 3 LEG TOWER W/ ANTENNAS
AND RELATED EQUIPMENT BEHIND
CONCEALMENT PANELS
NEW VZW 3 LEG TOWER W/ ANTENNAS
AND RELATED EQUIPMENT BEHIND
CONCEALMENT PANELS
EX. TREE TO BE
REMOVED
EX. TREE TO BE
REMOVED
NEW VZW DOG
EAR CEDAR FENCE
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
SPACE
AVAILABLE FOR
POTENTIAL
FUTURE
CARRIERS
SPACE AVAILABLE FOR
POTENTIAL FUTURE
CARRIERS
EX. SCISSOR GATE
EX. GAS METER
NEW VZW 40'-0"
THREE LEG
TOWER W/ NEW
VZW ANTENNAS &
EQUIPMENT (SEE
DET. 2/Z2)
NEW VZW METER, DISCONNECT AND
ILC CABINET MOUNTED TO NEW
UNISTRUT H-FRAME (SEE DET. 3/Z2)
EX. TRASH
ENCLOSURE
EX. PAVED
DRIVEWAY
EX. U/G ELECTRICAL
(TYP.)
EX. U/G TELCO
LINE (TYP.)
EX. U/G GAS
LINE (TYP.)
EX. DRAINAGE
SWALE
EX. CONCRETE
CURB (TYP.)
EX. TREE
EX. KEY PAD
NEW VZW U/G POWER
RUN WITHIN NEW 5'-0"
UTILITY EASEMENT
(2) NEW VZW EQUIPMENT
CABINETS MOUNTED TO NEW
2-BAY PLINTH ON NEW CONC. SLAB
NEW VZW METER, DISCONNECT
AND ILC CABINET MOUNTED TO
NEW UNISTRUT H-FRAME
EX. U/G TELCO
LINE (TYP.)
EX. U/G ELECTRICAL
RUN WILL NEED TO
BE RE-ROUTED
EX. CONCRETE CURB (TYP.)
EX. ROLLING GATE
EX. SCISSOR GATE
NEW VZW U/G
FIBER RUN WITHIN
NEW CONDUIT W/
(3) INNERDUCTS
NEW VZW U/G FIBER RUN IN 2"
CONDUIT W/ (3) INNERDUCTS FROM
NEW FIBER HAND HOLE
NEW VZW U/G POWER RUN WITHIN NEW
CONDUIT FROM EX. PAD MOUNTED
TRANSFORMER (BY OTHERS)
(2) NEW VZW EQUIPMENT
CABINETS MOUNTED TO
NEW 2-BAY PLINTH ON
CONC. SLAB (SEE DET. 3/Z2)
(2) NEW VZW OVPs
MOUNTED TO NEW PIPE
EX. GATE OPERATOR
KEYPAD
EX. CONCRETE
FILLED BOLLARD
NEW VZW FENCING TO
MATCH EXISTING, W/ 5'
SECURED GATE
EX. GATE OPERATOR KEYPAD
8'-4"
8'-0"
NEW VZW 40'-0" TOWER LEG
AND CAISSON (BY OTHERS)
EX. U/G
ELECTRICAL
RUN WILL
NEED TO BE
RE-ROUTED
NEW VZW DOG EAR=ED
CEDAR FENCING W/ 5'
SECURED GATE
12'-0" TYPICAL
5'-0"
UTILITY
EASMENT
NEW VZW LEASE
AREA (182 S.F.)
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
EX. U/G ELECTRICAL
WILL NEED TO BE
REROUTE ACROSS
THE LEASE SPACE
15'-0" ACCESS EASEMENT
EX. U/G WATER
LINE (TYP.)
15'-0" ACCESS EASEMENT
15'-0" ACCESS EASEMENT
CURB (TYP.)
EX. TELCO
JUNCTION BOX (TYP.)
EX. U/G TELCO
LINE (TYP.)
EX. TELCO
BOX (TYP.)
CARIBOU DR.
AUTOMATION WAY
EX.ADJACENT
BUILDING
EX. PAD MOUNTED
TRANSFORMER
NEW VZW 15'-0" WIDE
ACCESS EASEMENT
5'-0" WIDE UTILITY
EASEMENT
EX. CONCRETE
WALL W/ SIGNAGE
EX. U/G GAS LINE
EX PROPERTY
LINE (TYP.)
EX. ROLLING GATE
EX. SCISSOR GATE
EX. GAS METER
EX. TREE TO BE
REMOVED
NEW VZW 40'-0" THREE LEG
TOWER W/ NEW VZW ANTENNAS
& EQUIPMENT (SEE DET. 1/Z2)
NEW VZW METER, DISCONNECT AND
ILC CABINET MOUNTED TO NEW
UNISTRUT H-FRAME (SEE DET. 1/Z2)
EX. KEY PAD
(TYP.)
EX. PARKING
LOT
EX. ELECTRICAL
METER (TYP.)
EX.
BUILDING
ROOFTOP
EX.
BUILDING
ROOFTOP
EX.
BUILDING
ROOFTOP
EX.
BUILDING
ROOFTOP
NEW VZW U/G
FIBER HAND HOLE
NEW VZW U/G FIBER RUN WITHIN
NEW CONDUIT FROM NEW FIBER
HAND HOLE (BY OTHERS)
NEW VZW U/G POWER RUN WITHIN NEW
CONDUIT FROM EX. PAD MOUNTED
TRANSFORMER (BY OTHERS)
48'-0 1/2" SETBACK
61'-5 1/2" SETBACK
NEW VZW LEASE
AREA (182 S.F.)
NOTES:
1. "ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND
GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION
OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT
COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE
ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY."
2. AREAS WITHIN THE BLUE CLOUDS ARE UTILITY CROSSINGS AND
CONTRACTOR WILL
NEW VZW
LEASE AREA,
(250 S.F.)
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
UNIT ROOFTOP
EX. PAVED
STORAGE UNITS
ROOFTOP
NEW VZW
UTILITY
EASEMENT
NEW VZW
ACCESS
EASEMENT
NEW VZW
LEASE AREA,
(250 S.F.)
LEASE LEGEND
EX. PAVED
DRIVEWAY
EX. TELCO
JUNCTION BOX (TYP.)
EX. U/G TELCO
LINE (TYP.)
CARIBOU DR.
AUTOMATION WAY
EX.ADJACENT
BUILDING
EX. PAD MOUNTED
TRANSFORMER
NEW VZW 15'-0" WIDE
ACCESS EASEMENT
(P) 5'-0" WIDE
UTILITY EASEMENT
EX. CONCRETE
WALL W/ SIGNAGE
EX. U/G GAS LINE
EX PROPERTY
LINE (TYP.)
EX. ROLLING GATE
EX. SCISSOR GATE
EX. GAS METER
EX. TREE TO BE
REMOVED
NEW VZW 40'-0" THREE LEG
TOWER W/ NEW VZW ANTENNAS
& EQUIPMENT (SEE DET. 1/Z2)
NEW VZW METER, DISCONNECT AND
ILC CABINET MOUNTED TO NEW
UNISTRUT H-FRAME (SEE DET. 1/Z2)
EX. PARKING
LOT
EX. ELECTRICAL
METER (TYP.)
EX.
BUILDING
ROOFTOP
EX.
BUILDING
ROOFTOP
NEW VZW U/G
FIBER HAND HOLE
NEW VZW U/G FIBER RUN WITHIN
NEW CONDUIT FROM NEW FIBER
HAND HOLE (BY OTHERS)
NEW VZW U/G POWER RUN WITHIN NEW
CONDUIT FROM EX. PAD MOUNTED
TRANSFORMER (BY OTHERS)
NEW VZW LEASE
AREA (182 S.F.)
HAND DIG AS REQUIRED AT 8"
PVC DRAIN PIPE CROSSING
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
EXISTING BURIED 8"
PVC DRAINAGE PIPE,
HAND DIG IN THIS
LOCATION
15'-0"
15'-0"
5'-0"
15'-0"
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND IS DESCRIBED
AS FOLLOWS: PARCEL ONE: LOT ONE, TIMBERLINE STORAGE P.U.D.,
PARCEL TWO: LOT ONE, A PLAT OF TIMBERLINE STORGE P.U.D., SECOND
FILING, A MINOR SUBDIVISION, CITY OF FT. COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO.
POWER COMPANY:
TELCO COMPANY:
CONTACT: TBD
WK: / CELL:
CONTACT: AUSTIN KREAGER
WK: / CELL: 970-221-6700
UTILITIES
APPLICANT:
VERIZON
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
DRAWING SCALES SHOWN ARE ACCURATE WHEN PLOTTED ON 11"X17"
SHEET. FOR 24"X36" SHEETS USE APPROPRIATE SCALE FACTOR 2X
THAT OF SCALE SHOWN OR CONTACT CENTERLINE SOLUTIONS FOR
FURTHER INFORMATION. DIMENSIONS SHOWN TAKE PRECEDENCE.
CALL 811 TWO BUSINESS DAYS BEFORE DIGGING. THE CONTRACTOR
SHALL NOTIFY ONE CALL TO LOCATE ALL UNDERGROUND FACILITIES
BEFORE DIGGING. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO STAY CLEAR OF ALL UNDERGROUND FACILITIES.
THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND
UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING
ALL EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES.
VERIZON WIRELESS IS RESPONSIBLE FOR ALL UTILITY LOCATES AND
UTILITY RELOCATIONS REQUIRED FOR THIS INSTALLATION. VERIZON
WIRELESS WILL SCHEDULE AND COORDINATE ALL WORK WITH THE
OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS.
VERIZON WIRELESS SHALL BE ABBREVIATED "VZW" THROUGHOUT.
FROM THE VERIZON OFFICE LOCATED AT 3131 S. VAUGHN WAY, AURORA,
COLORADO:
TAKE I-225 FOR 7.6 MILES TO EXIT 1A. TAKE RAMP LEFT FOR I-70 WEST
TOWARD DENVER FOR 13.4 MILES. AT EXIT 269A TAKE RAMP RIGHT AND
FOLLOW SIGNS FOR CO-121 NORTH. TRAVEL NORTH FOR 1.1 MILE. TURN
LEFT ONTO OLDE WADSWORTH BLVD. (STREET BECOMES WEST 53RD AVE.
ON RIGHT AND OLDE WADSWORTH AVE. ON LEFT). DRIVE NORTHWEST AND
NORTH ON OLDE WADSWORTH AVE. FOR .5 MILE AND TURN LEFT ONTO
GRANDVIEW AVE. ARRIVE AT SITE ON THE LEFT IN 249 FEET.
16035 TABLE MOUNTAIN PARKWAY
GOLDEN, CO 80403
303-993-3293
WWW.CENTERLINESOLUTIONS.COM
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
PROJECT INFORMATION:
PLANS PREPARED BY:
LICENSURE NO:
SITE NAME:
REV: DATE: DESCRIPTION: BY:
DRAWN BY: CHK BY: APV BY:
SHEET TITLE:
SHEET NUMBER:
T1
TITLE SHEET
TBD
ISSUED FOR: ZONING 10/11/18
FTC FOXSTONE
1961 CARIBOU DR.
FORT COLLINS, CO 80525
LARIMER COUNTY
GW BB KS
1 03/23/18 90% ZONING GW
2 04/06/18 90% ZONING REV A GW
3 05/01/18 90% ZONING REV B GW
4 10/11/18 100% ZONING BB
PRELIMINARY -
NOT FOR
CONSTRUCTION
CIVIL SURVEYOR:
DALEY LAND SURVEYING, INC.
17011 LINCOLN AVENUE STE. 361
PARKER, CO 80134-3144
ROB DALEY, PLS
PH: 303.953.9841
SITE ACQUISITION:
CENTERLINE SOLUTIONS, LLC
JENNIFER DANIELS
PH: 303.993.3293
RF ENGINEER:
VERIZON WIRELESS
RAM NANDIRAJU
PH. 303.873.2693 M:720.467.0443
CONSTRUCTION MANAGER:
VERIZON WIRELESS
KENT MCDERMOTT
406.941.2110
A&E FIRM:
CENTERLINE SOLUTIONS, LLC
BRAD BRYANT, PM
PH: 303.993.3293 X1383
LAND SURVEY
ENGINEER OF RECORD:
CENTERLINE SOLUTIONS, LLC
KHRISTOPHER SCOTT, PE
PH: 303.993.3293
REFERENCE DOCUMENTS
Z3.2 WEST ELEVATION
UC1 UTILITY COORDINATION PLAN
UTILITY PLANS FOR:
LS3 LAND SURVEY
FCN1 LARIMER COUNTY URBAN AREA STREET STANDARDS - NOTES
PH2
PH1 PHOTO SIMULATIONS EAST & NORTH
PHOTO SIMULATION WEST
APPROVED:
City Engineer Date
APPROVED:
Water & Wastewater Utility Date
APPROVED:
Stormwater Utility Date
APPROVED:
Parks & Recreation Date
APPROVED:
Traffic Engineer Date
APPROVED:
Environmental Planner Date
APPROVED:
City of Fort Collins, Colorado
Date
UTILITY PLAN APPROVAL
GN1 GENERAL NOTES
GN2 GENERAL NOTES (SHEET 2 OF 4)
GN3 GENERAL NOTES (SHEET 3 OF 4)
GN4 GENERAL NOTES (SHEET 4 OF 4)
Z4 ANTENNA DETAIL, ANTENNA SCHEDULE & CABLE SCHEDULE