HomeMy WebLinkAboutHOFFMAN MILL FUEL SITE - MINOR AMENDMENT - MA180043 / BDR180015 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
COVER SHEET
09/26/18
N/A
N/A
JTC
JTC
1344-095-00
1 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
Vicinity Map
Scale: 1" = 1000'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD AND
TIMBERLINE RD, IN THE TOP OF AN IRRIGATION STRUCTURE
ELEV= 4938.70
CITY OF FORT COLLINS BENCHMARK #8-02
ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVE AND
MULBERRY ST, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR
ISLAND THAT CONTAINS THE TRAFFIC SIGNAL.
ELEV= 4939.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS MAY HAVE USED NGVD29 UNADJUSTED (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS
REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = (NAVD88) - 3.19
UTILITY CONTACTS:
LIGHT & POWER
City of Fort Collins Light & Power
Contact: Janet McTague
Ph. 970.224.6154
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
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
GENERAL NOTES
09/26/18
N/A
N/A
JTC
JTC
1344-095-00
2 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
CITY OF FORT COLLINS GENERAL NOTES
CITY OF FORT COLLINS CONSTRUCTION NOTES 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
MATCHLINE
SEE THIS SHEET
HOFFMAN MILL ROAD
MATCHLINE
SEE THIS SHEET
HOFFMAN MILL ROAD
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
EXISTING CONDITIONS & DEMOLITION PLAN
09/26/18
1" = 30'
N/A
JTC
JTC
1344-095-00
3 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
HOFFMAN MILL RD
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
HORIZONTAL CONTROL PLAN
09/26/18
1" = 10'
N/A
JTC
JTC
1344-095-00
4 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
0
10'
10 5 10 20
MATCHLINE
SEE THIS SHEET
HOFFMAN MILL ROAD
MATCHLINE
SEE THIS SHEET
HOFFMAN MILL ROAD
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
DRAINAGE & EROSION CONTROL PLAN
09/26/18
1" = 30'
N/A
JTC
JTC
1344-095-00
5 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
HOFFMAN MILL ROAD
SEE SHEET 7
POND CROSS-SECTION PROFILE
HORIZ. SCALE: 1"=10'
VERT. SCALE: 1"=5'
4945
4950
4945
4950
10+00 10+50 10+70
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
GRADING PLAN
09/26/18
1" = 10'
1" = 5'
JTC
JTC
1344-095-00
6 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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:
HOFFMAN MILL ROAD
MATCHLINE
SEE THIS SHEET
HOFFMAN MILL ROAD
MATCHLINE
SEE THIS SHEET
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
GRADING PLAN
09/26/18
1" = 30'
N/A
JTC
JTC
1344-095-00
7 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
DETAILS
09/26/18
N/A
N/A
JTC
JTC
1344-095-00
8 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
PLAN VIEW
SECTION VIEW
SPILL CONTROL STRUCTURE
(MODIFIED TYPE R INLET)
STORM SEWER OUTLET
ISOMETRIC VIEW
SECTION B-B
STORM SEWER HEADWALL RIPRAP DETAIL
SECTION A-A
CONTRACTION JOINT DETAIL
EXPANSION JOINT DETAIL
1' DRAIN CHANNEL
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HOFFMAN MILL FUELING SITE
DETAILS
09/26/18
N/A
N/A
JTC
JTC
1344-095-00
9 of 9
ARCHITECTURE WEST, LLC
160 PALMER DRIVE
FORT COLLINS, CO 80525
PHONE: 970.207.0424
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
SMALL PIPE HEADWALL
NOTES:
STORM DRAIN HEADWALL
CONCRETE PAN DETAIL
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION.
2. ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY
EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION.
2. ALL SUBGRADE TO BE PLACED/COMPACTED PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
WQCV SPILLWAY CROSS-SECTION
Date
Date
0
30'
30 15 30 60
SCALE: 1" =
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. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR
WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH
DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND
EROSION CONTROL BLANKETS TO STABILIZE THE SOIL.
8. THE SAND FILTER IS TO BE INSTALLED AT THE CONCLUSION OF
CONSTRUCTION ACTIVITIES ON THE SITE.
9. REFERENCE SHEET 9 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.
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
CONCRETE WASHOUT AREA
LEGEND
IMPERVIOUS AREA
TREATED BY LID
(6,980 SQFT)
CHECK DAM (PERMANENT)
NOTES: SCALE: 1" =
1. VERIFY 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. SEE SHEET 8 FOR CONTROL AND EXPANSION JOINT DETAILS.
HEAVY DUTY CONCRETE
LEGEND
Date
Date
0
30'
30 15 30 60
SCALE: 1" =
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. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURS AND GUTTER,
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.
8. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL, RELOCATION
AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION
PURPOSES ONLY.
9. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE
DEMOLITION.
APPROX LIMITS OF DISTURBANCE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND
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
OWNER
City of Fort Collins
300 LaPorte Avenue, Bldg B
Fort Collins, CO 80521
Ph. 970.221.6610
ENGINEER
Interwest Consulting Group
1218 W. Ash Street, Suite A
Windsor, CO 80550
Ph. 970.674.3300
SURVEYOR
King Surveyors
650 East Garden Drive
Windsor, CO 80550
Ph. 970.686.5011
PLANNER
Architecture West, LLC
160 Palmer Drive
Fort Collins, CO 80525
Ph. 970.207.0424
LANDSCAPE ARCHITECT
Centennial Design, LLC
601 S. 9th Street
Berthoud, CO 80513
Ph. 970.217.4955
FUEL STATION DESIGNER
CGRS
1301 Academy Court
Fort Collins, CO 80524
Ph. 800.288.2657
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 DRAINAGE & EROSION CONTROL PLAN
6 - 7 GRADING PLAN
8 - 9 DETAILS
Utility Plans For
HOFFMAN MILL FUELING SITE
LOCATED IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M
LARIMER COUNTY, COLORADO
SEPTEMBER 2018
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
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.
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.
JASON T. CLAEYS
P.E. NO. 42122
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
ADA ACCESS & DRAINAGE ALIGNMENT
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BFE BASE FLOOD ELEVATION
BFV BUTTERFLY VALVE
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
C&G CURB & GUTTER
CATV CABLE TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
CW CHILL WATER
CWR CHILL WATER RETURN
CWS CHILL WATER SUPPLY
DA DRAINAGE ALIGNMENT
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EAST(ING)
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELCO EAST LARIMER COUNTY WATER
DISTRICT
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
EST ESTIMATE(D)
F FIRE LINE
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
FP FLOODPLAIN
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GND GROUND
GV GATE VALVE
HBP HOT BITUMINOUS PAVEMENT
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NTS NOT TO SCALE
NWCWD NORTH WELD COUNTY WATER
DISTRICT
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
P&UE PEDESTRIAN & UTILITY EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PH POTHOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R&R REMOVAL & REPLACEMENT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
RFPE REGULATORY FLOODPLAIN
PROTECTION ELEVATION
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT
SCH SCHEDULE
S SOUTH
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SRVC SERVICE
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN-OUT
SSMH SANITARY SEWER MANHOLE
SSWR SANITARY SEWER
STA STATION
STM STEAM
SWMP STORMWATER MANAGEMENT PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TBR TO BE REMOVED
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TRM TURF REINFORCEMENT MAT
TW TOP OF WALL
TYP TYPICAL
XS CROSS SECTION
UD UNDERDRAIN
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VIF VERIFY IN FIELD
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE OR WEST
WL WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
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
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 OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV LINE PROPOSED CABLE TV
PROPOSED WATER SERVICE W/
CURB STOP AND METER PIT
PROPOSED SANITARY SEWER SERVICE
W/ CLEANOUT