HomeMy WebLinkAboutNIX FARM NATURAL AREAS FACILITY - MAJOR AMENDMENT - MJA160004 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
COVER SHEET
12/22/16
N/A
N/A
JTC
RA
1276-195-00
1 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
Vicinity Map
Scale: 1" = 1000'
Utility Plans For
NIX FARM NATURAL AREAS FACILITY - MAJOR AMENDMENT 2016
Located In The East Half of Section 18, T-7-N, R-68-W Of The 6th PM
City Of Fort Collins, Larimer County, Colorado
December 2016
ABBREVIATION LIST
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CONC CONCRETE
COORD COORDINATION
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
E EAST(ING)
EAE EMERGENCY ACCESS
EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EOA EDGE OF ASPHALT
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GENERAL NOTES
12/22/16
N/A
N/A
JTC
RA
1276-195-00
2 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
EXISTING CONDITIONS & DEMOLITION PLAN
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
3 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
FUEL STATION
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.5
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
))(
EXISTING
OFFICE
BLDG
'A'
))(
EXISTING
STORAGE
FUTURE
SHOP
EXPANSION
'H'
FUTURE
WASH
BAY
'I'
FUTURE
VEHICLE
STORAGE
'J'
))(
FUTURE OFFICE
BLDG
'C'
))(
FUTURE OFFICE
BLDG
'D'
))(
FUTURE
CNG
EQUIPMENT
PRIVATE DRIVE
0
30'
30 15 30 60
SCALE: 1" = FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
EXISTING
MAINTENANCE
BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
OFFICE
BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
SHOP
EXPANSION
'G'
EXISTING
STORAGE
EXISTING
FUEL
STORAGE
PRIVATE DRIVE
WATER QUALITY POND
RAIN GARDEN
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DRAINAGE & EROSION CONTROL PLAN
12/22/16
1" = 50'
N/A
JTC
RA
1276-195-00
6 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
FFE = 4934.9
VEHICLE
STORAGE
'F'
FFE = 4933.6
EXISTING
FUEL
STORAGE
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
EXISTING
OFFICE BLDG
'B'
FFE = 4936.7
EXISTING
OFFICE
BLDG
'A'
WATER
QUALITY
POND
0
30'
30 15 30 60
SCALE: 1" =
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SPILL GUTTER
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
GRADING PLAN
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
7 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
SHOP
EXPANSION
'G'
EXISTING
MAINTENANCE BLDG
'E'
VEHICLE
STORAGE
'F'
EXISTING
FUEL
STORAGE
EXISTING
OFFICE BLDG
'B'
EXISTING
OFFICE
BLDG
'A'
EXISTING
CHEMICAL
STORAGE
PRIVATE DRIVE
WATER
QUALITY
POND
FUEL STATION
SD-01 PROFILE
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
4925
4930
4935
4940
4925
4930
4935
4940
9+75 10+00 10+50 11+00 11+50 12+00
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
UTILITY PLAN
12/22/16
1" = 30'
1" = 3'
JTC
RA
1276-195-00
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
9 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
CONCRETE PAN DETAIL
NTS
SMALL PIPE HEADWALL
NOTES:
RAIN GARDEN CLEANOUT DETAIL
RAIN GARDEN CROSS SECTION
SANITARY/STORM CLEANOUT DETAIL
NTS
PLAN VIEW
PLAN
SECTION B-B
SECTION A-A
RAIN GARDEN OUTLET STRUCTURE
RAIN GARDEN
ELEVATIONS
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
DETAILS
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
10 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
GENERAL NOTES
8 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER
AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND
WASTEWATER DEVELOPMENT STANDARDS.
2. FIRE HYDRANT WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL FITTINGS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
3. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
4. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5'
AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
5. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
6. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
7. STORM PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) BEDDED PER
STANDARDS. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE 4-G BELL
SPIGOT JOINTS.
8. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
9. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
10. ADJUST ALL EXISTING UTILITY MANHOLES, VALVE COVERS, ETC TO WITHIN
LIMITS OF NEW WORK TO FINISHED GRADE.
11. TRENCH DRAIN SHALL BE 8" WIDE SLOPED CHANNEL ACO POWERDRAIN
S200K WITH LOAD CLASS F (4-BOLT SLOTTED) GRATE. GRATE TO BE
SECURED USING '4-BOLT' LOCKING MECHANISM. PROVIDE IN-LINE CATCH
BASIN (SK2-902D) AT DOWNSTREAM END OF TRENCH DRAIN WITH
REMOVABLE TRASH BUCKET. TRENCH DRAIN INVERTS ARE ESTIMATED AND
TO BE VERIFIED IN THE FIELD.
FORT COLLINS, CO 80524
PH: 970.416.2815
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE
ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD.
3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS.
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
50'
50 25 50 100
SCALE: 1" =
LEGEND
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
CONCRETE WASHOUT AREA
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT
ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN
PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED WITH
OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE
OBSERVED AND ADJUSTED AS NEEDED DURING
CONSTRUCTION BASED ON SITE CONDITIONS AND THE
PERFORMANCE OF THE EROSION CONTROL CONTROL
MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION
CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS
NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED &
MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND
SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND
DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND
NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND
MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. FOLLOW MANUFACTURER RECOMMENDATIONS FOR THE
INSTALLATION OF SCOURSTOP. IT IS RECOMMENDED THAT THE
SCOURSTOP BE PLACED OVER SEEDED NA GREEN S150 (TEMP
TURF REINFORCEMENT MAT) AND DOWNSTREAM TO PROTECT
THE SOILS PRIOR TO VEGETATION BEING WELL ESTABLISHED.
8. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS.
CoFC Standard erosion and sediment control notes:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL
INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
ANY CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE
INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT
SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL
REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND
RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE
OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND
FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY
(STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING,
FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY
RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS
INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET
RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING
ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G.
SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS
OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL
TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES
SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY
ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS
IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL
BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION
SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT.
ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND
PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING
AFTER 30 DAYS SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT
DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
FLOW CONTROL PLATE
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
FUTURE EXPANSION PLAN
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
5 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTE:
1. IMPROVEMENTS ASSOCIATED WITH THE FUTURE SITE AND BUILDING
EXPANSION ARE SUBJECT TO THE APPROPRIATE APPROVAL PROCESS
AND HAVE NOT BEEN APPROVED WITH THIS DEVELOPMENT PLAN.
2. FIRE ACCESS AND WATER SUPPLY IMPROVEMENTS (COMPLETION OF
WATER MAIN LOOP ALONG HOFFMAN MILL ROAD AND POTENTIAL
ADDITIONAL FIRE HYDRANTS) WILL BE REQUIRED AS SITE CONTINUES
TO DEVELOP.
3. THE SECONDARY POINT OF ACCESS TO TIMBERLINE ROAD WILL NEED
TO BE IMPROVED AT A FUTURE DATE, BUT NO LATER THAN AT SUCH
TIME AS PERMITTING OF BUILDINGS C, D, H, & I. AT THAT TIME, THE
WIDTH AND SURFACE OF THE ROAD SHALL BE IMPROVED TO CURRENT
FIRE LANE STANDARDS TO THE BEST EXTENT POSSIBLE, OR AS SITE
CONSTRAINTS AND TERRAIN ALLOW. ANY DEVIATION TO SET
STANDARDS WILL REQUIRE APPROVAL OF THE FIRE MARSHAL.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
NIX FARM NATURAL AREAS FACILITY
MAJOR AMENDMENT 2016
HORIZONTAL CONTROL PLAN
12/22/16
1" = 30'
N/A
JTC
RA
1276-195-00
4 of 10
CITY OF FORT COLLINS
NATURAL AREAS DEPARTMENT
1745 HOFFMAN MILL ROAD
FORT COLLINS, CO 80524
PH: 970.416.2815
NOTES:
1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND
SITE FEATURES WITH ARCH AND LANDSCAPE.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
NOTE: ADD KNOX BOX AND
LOCK AT EXISTING FIRE
ACCESS GATE ADJACENT
TO TIMBERLINE ROAD
LIGHT DUTY ASPHALT
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED
FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER
UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST
IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR
SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN
THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF
CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY
CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION,
SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING,
ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION
AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES,
UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. CONTRACTOR RESPONSIBLE FOR ALL SURFACE
REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT,
CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT
COLLINS STANDARDS AT CONTRACTOR EXPENSE.
4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND
REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE
NEAREST JOINT.
5. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL
MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL
PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM
FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
ALL DISTURBED GROUND IS ADEQUATELY VEGETATED.
6. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE
APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD
TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE
MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT
CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN
ACCORDANCE WITH CITY STREET REPAIRS STANDARDS.
7. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION
SHOWN FOR COORDINATION PURPOSES ONLY.
8. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR
ADDITIONAL SITE DEMOLITION.
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
F FIRE LINE
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GV GATE VALVE
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MC MOISTURE CONDITION
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NHBZ NATURAL HABITAT BUFFER
ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PKWY PARKWAY
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RC RECOMPACT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
ROW RIGHT-OF-WAY
RT RIGHT
SS SANITARY SEWER
STA STATION
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
SWMP STORMWATER MANAGEMENT
PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TC TOP OF CONCRETE
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WM WATER METER
WSE WATER SURFACE ELEVATION
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
PROPOSED EMERGENCY OVERFLOW ROUTE
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
CITY OF FORT COLLINS BENCHMARK #51-01
WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER
ON TOP OF THE PARAPET WALL APPROXIMATELY 0.2 MILES SOUTH OF THE SOUTH SIDE OF
WEST MULBERRY STREET.
ELEV= 4923.75
CITY OF FORT COLLINS BENCHMARK #8-02
ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY
STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS
THE TRAFFIC SIGNAL.
ELEV= 4936.08
PLEASE NOTE: THIS PLAN SET IS USING NGVD29 UNADJUSTED FOR A VERTICAL DATUM.
IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NAVD88 = 4923.75 (NGVD29 UNADJUSTED) + 3.18
NAVD88 = 4936.08 (NGVD29 UNADJUSTED) + 3.19
HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM.
HORIZONTAL CONTROL BASED VRS.
UTILITY CONTACTS:
OWNER / DEVELOPER
Fort Collins Natural Areas
1745 Hoffman Mill Road
Fort Collins, CO 80524
Ph. 970.416.2815
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
Ph. 970.674.3300
LANDSCAPE ARECHTIECT
Torrey Design Studio, LLC
2156 Meander Road
Windsor, CO 80550
Ph. 970.214.6314
SURVEYOR
King Surveyors
650 Garden Drive
Windsor, Colorado 80550
Ph. 970.686.5011
ARCHITECT
Architecture West, LLC
160 Palmer Drive
Fort Collins, CO 80525
Ph. 970.207.0424
LIGHT & POWER
City of Fort Collins Light & Power
Contact: JANET MCTAGUE
Ph.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Shane Boyle
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON
AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO
STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
ROBERT ALMIRALL
P.E. NO. 33441
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 FUTURE EXPANSION PLAN (FOR REFERENCE ONLY)
6 DRAINAGE & EROSION CONTROL PLAN
7 GRADING PLAN
8 UTILITY PLAN
9 - 10 DETAILS