HomeMy WebLinkAboutIMPALA REDEVELOPMENT - FDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSWEST MULBERRY STREET SOUTH TAFT HILL ROADLAPORTE AVENUE
C 100COVER SHEET 1
Original Field Survery:
Northern Engineering
Project No. 370-005
Date: December 28, 2021
Additional Field Survey:
Northern Engineering
Project No. 370-005
Date: March 17, 2022
JANUARY 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
Project Datum: NAVD88
Benchmark 25-97 At the Southwest corner of Mulberry St. and Taft Hill Rd., on a concrete
traffic signal base.
Elevation = 5071.25
Benchmark 24-97 On a concrete headwall pipe in Rogers Park. South of the parking area
of Rogers Park (150 feet South of large barn) 2500 block of Mulberry St.
Elevation = 5102.71
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 unadjusted datum (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 equation should be used: NGVD29 Unadjusted Datum (prior City of Fort
Collins datum) = NAVD88 - 3.17'
Basis of Bearings
The South line of the Southeast Quarter of Section 9, Township 7 North, Range 69 West of
the 6th P.M. bearing North 88°51'30", as shown on ALTA.
PROJECT BENCHMARKS:
IMPALA REDEVELOPMENT
PROJECT TEAM:
Housing Catalyst
Nichole Rex, Senior Project Manager
1715 W. Mountain Avenue
Fort Collins, CO 80521
(970) 416-2910
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
GEOTECHNICAL ENGINEER
CTL | Thompson, Inc.
Trace Krausse, EI
400 N Link Ln
Fort Collins, CO 80524
(970) 206-9455
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
(306 & 400 IMPALA CIRCLE)
FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
1 C 100 COVER SHEET
2 C 101 GENERAL & CONSTRUCTION NOTES
3-5 C 102 - C 104 EXISTING CONDITIONS & DEMOLITION PLAN
6-8 C 200 - C 202 CIVIL SITE PLAN
UTILITY SHEETS
9 C 300 OVERALL UTILITY PLAN
10-12 C 301 - C 303 UTILITY PLAN
STORM DRAIN PROFILE SHEETS
13 C 310 STORM DRAIN 1 PLAN & PROFILE
14 C 311 STORM DRAIN 2 PLAN & PROFILE
15 C 312 STORM DRAINS 2-2 & 2-4 PLAN & PROFILE
GRADING SHEETS
16 C 400 OVERALL GRADING PLAN
17-19 C 401 - C 403 GRADING PLAN
DETAIL SHEETS
20 C 500 WATER DETAILS
21 C 501 SANITARY DETAILS
22-24 C 502-C 504 DRAINAGE DETAILS
25-26 C 505-C 506 SITE DETAILS
DRAINAGE SHEETS
27 C 600 EROSION CONTROL PLAN
28 C 601 EROSION CONTROL DETAILS
29 C 610 HISTORIC DRAINAGE EXHIBIT
30 C 611 DEVELOPED DRAINAGE EXHIBIT
UTILITY PLANS
CTL | Thompson
Preliminary Geotechnical Investigation
306 and 400 Impala Circle
Fort Collins, Colorado
CTL|Thompson Project No. FC10389-115
Date: June 3, 2022
SUBSURFACE EXPLORATION BY:
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 30
PROJECT
LOCATION
Ripley Design, Inc.
Russ Lee, President
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
APPROVED:
CITY ENGINEER:APPROVED SHEETS DATE
WATER & WASTEWATER UTILITY:APPROVED SHEETS DATE
STORMWATER UTILITY:APPROVED SHEETS DATE
PARK PLANNING AND DEVELOPMENT:APPROVED SHEETS DATE
TRAFFIC OPERATIONS:APPROVED SHEETS DATE
ENVIRONMENTAL PLANNER:APPROVED SHEETS DATE
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply
responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial
responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the
construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
1/31/2023
This does not match the title on this sheet.
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E E E E E E
VAULT
ELEC
VAULT
ELEC
CABLE
VAULT
ELEC
S
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VAULT
ELEC
VAULT
CABLE
VAULT
CABLE HYDC
C
VAULT
ELEC
X X X X X X X
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W
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SOUTH IMPALA DRIVE26' PUBLIC ACCESS &
EMERGENCY ACCESS
EASEMENT
26' PUBLIC ACCESS &
EMERGENCY ACCESS
EASEMENT
26'
FL-FL
7' SIDEWALK
6' SIDEWALK
7' SIDEWALK8' S
IDEWALK
5' SIDEWALK6' SIDEWALK6' SIDEWALK8.5' SIDEWALK5' SIDEWALKEASEMENT
EXCLUSION EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
PROPOSED
UNDERDRAIN
PROPOSED
1.5" WATER
METER PIT
PROPOSED FIRE
SERVICE (TYP.)
EXISTING 8"
SANITARY
SEWER
EXISTING 16"
WATER
EXISTING 8"
SANITARY SEWER
EXISTING 6"
WATER
PROPOSED 2'
CONCRETE PAN
EXISTING
ELECTRIC LINES
(TYP.)
EXISTING 6'
CONCRETE PAN
EXISTING
TELEPHONE LINE
EXISTING
GAS LINE
EXISTING 8"
SANITARY
SEWER
EXISTING SANITARY
SEWER MANHOLE
(TYP.)
EXISTING 6"
WATER
EXISTING FIRE
HYDRANT
EXISTING
FIBER
OPTIC LINE
EXISTING 16"
WATER
±31'
FL-FL (TYP.)
±24'
FL-FL (TYP.)IMPALA CIRCLE
PROPOSED AREA
DRAIN (TYP.)
PROPOSED AREA
DRAIN (TYP.)5' SIDEWALKEXISTING CABLE TV
LINE (TYP.)
PROPOSED 1" WATER
METER PIT
EXISTING 6"
WATER
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PUBLIC ACCESS
EASEMENT
(WIDTH VARIES)
3' CONCRETE TRAIL
24' PUBLIC ACCESS &
EMERGENCY ACCESS
EASEMENT
PROPOSED LANDSCAPE
WALL W/ HANDRAIL
RAIN GARDEN
BIOMEDIA AREA
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER
408 S IMPALA DR.
PROPOSED FIRE
SERVICE (TYP.)
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
PROPOSED 18' WIDE
OVERFLOW WEIR
PROPOSED
TRANSFORMER (TYP.)
EASEMENT
EXCLUSION
PROPOSED IRRIGATION TAP
8.5' SIDEWALKSAN SERVICE B
INV. OUT=5086.94 (W)
FG=5094.82
42.09 LF 6" PVC @ 2.00%
SVC. CONNECTION B
INV. IN=5085.99 (N)
INV. IN=5086.10 (E)
INV. OUT=5085.99 (S)
FG=5094.12
SAN SERVICE A
INV. OUT=5080.26 (E)
FG=5091.94
89.65 LF 4" PVC @ 2.00%
EXSSMH A
INV. IN=5078.47 (W)
FG=5088.36
SVC. CONNECTION C
INV. IN=5077.21 (N)
INV. IN=5077.04 (W)
INV. OUT=5077.04 (E)
FG=5088.12
86.52 LF 6" PVC @ 2.00%
SAN CLEANOUT C-1
INV. IN=5078.94 (W)
INV. OUT=5078.94 (S)
FG=5088.99
57.72 LF 6" PVC @ 2.00%
SAN SERVICE C
INV. OUT=5080.09 (E)
FG=5091.64
82.34 LF 4" PERFORATED PVC @ 0.50%
13.13 LF 12" HDPE @ 0.50%
FES 1-1
INV. IN=5084.82 (W)
FG=5084.82
CLEANOUT 1-3
INV. OUT=5085.30 (E)
FG=5086.40
INLET 1-2
INV. IN=5084.88 (W)
INV. OUT=5084.88 (E)
FG=5087.40
PROPOSED
WATER SERVICE
PROPOSED
WATER SERVICE
PROPOSED
WATER SERVICE
PROPOSED 1.5" WATER
METER PIT
STORM DRAIN 2
SEE SHEET C 311
STORM DRAIN 2
SEE SHEET C 311
STORM DRAIN 2-2
SEE SHEET C 312
STORM DRAIN 2-4
SEE SHEET C 312
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.CONTRACTOR SHALL COORDINATE TIMING OF UTILITY INSTALLATIONS WITHIN
IMPALA DRIVE WITH CITY OF FORT COLLINS TRAFFIC OPERATIONS IN ORDER TO
MINIMIZE DISRUPTION OF TRAFFIC IN SCHOOL ZONE.
12.CONTRACTOR SHALL COORDINATE TIMING OF IRRIGATION LINE RELOCATION WITH
CITY OF FORT COLLINS PARKS DEPARTMENT IN ORDER TO PREVENT SERVICE
DISRUPTION DURING PERIODS OF HIGH DEMAND.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
SS
PROPOSED LOT LINE
EXISTING ROW
EXISTING CABLE CTV
W
KEYMAP
SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 30
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCH LINE - SEE SHEET C 302
C 301UTILITY PLAN 10
C 301
C 302
C 303
Line Over Text &
Text Over Text
1/31/2023
**All circled are line over text,
except as noted.**
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X X X X X X X X X X X X X X X X
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8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSXXXXXXXX X X X X X X X X X X X X X X X X6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WELECUD UD UD UD
FT
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FL-FL
PROPOSED 2' CONCRETE PAN
5' SIDEWALKPROPOSED
UNDERDRAIN
PROPOSED POND
OUTLET STRUCTURE
PROPOSED
1.5" WATER
METER PIT
EXISTING 8"
SANITARY SEWER
EXISTING
CONCRETE PAN
EXISTING 8"
SANITARY SEWER
PROPOSED 2'
CONCRETE PAN
EXISTING 6"
WATER
EXISTING 8"
SANITARY SEWER
EXISTING
ELECTRIC LINES
(TYP.)EXISTING GAS
LINE (TYP.)
EXISTING
BUILDINGS (TYP.)
EXISTING 6'
CONCRETE PAN
EXISTING FIRE
HYDRANT
EXISTING 2'
CONCRETE PAN
EXISTING CABLE TV
LINE (TYP.)
±24'
FL-FL (TYP.)IMPALA CIRCLE5' SIDEWALKEXISTING CABLE TV
LINE (TYP.)
EXISTING CABLE TV
LINE (TYP.)
3' CONCRETE TRAIL
3' C
O
N
C
R
E
T
E
T
R
AI
L
PROPOSED LANDSCAPE
WALL W/ HANDRAIL PROPOSED LANDSCAPE
WALL W/ HANDRAIL
PROPOSED LANDSCAPE
WALL W/ HANDRAIL
DETENTION
POND 1
RAIN GARDEN
BIOMEDIA AREA
EXISTING
SIDEWALK
CULVERT
EXISTING HEADWALL & OVERFLOW WEIR
REMOVE EXISTING ORIFICE PLATE
REPLACE WITH SOLID PLATE
OWNER:
TRISSELL, NICOLE/COGELL,
CHRISTOPHER
408 S IMPALA DR.
OWNER:
VON STROHEIM, ERICH
2310 W MULBERRY ST.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER:
BAILEY, MICHAEL
2213 WOODFORD CT.
OWNER:
HAUAN, JAMES P/PATRICIA A
2212 WOODFORD CT.
OWNER:
SIKORSKI, MITCHELL ANDREW
2213 W MAGNOLIA CT.
OWNER:
STEADMAN, VIVIAN LOUISE
2212 W MAGNOLIA CT.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
PROPOSED FIRE
SERVICE (TYP.)
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
PROPOSED 18' WIDE
OVERFLOW WEIR
PROPOSED
TRANSFORMER (TYP.)
ADJUST MANHOLE CONE
ELEVATION TO MATCH
FLUSH ISLAND
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSIONEASEMENT
EXCLUSION8.5' SIDEWALK30'
89.65 LF 4" PVC @ 2.00%
EXSSMH A
INV. IN=5078.47 (W)
FG=5088.36
SVC. CONNECTION C
INV. IN=5077.21 (N)
INV. IN=5077.04 (W)
INV. OUT=5077.04 (E)
FG=5088.12
86.52 LF 6" PVC @ 2.00%
82.34 LF 4" PERFORATED PVC @ 0.50%
13.13 LF 12" HDPE @ 0.50%
FES 1-1
INV. IN=5084.82 (W)
FG=5084.82
CLEANOUT 1-3
INV. OUT=5085.30 (E)
FG=5086.40
INLET 1-2
INV. IN=5084.88 (W)
INV. OUT=5084.88 (E)
FG=5087.40
STORM DRAIN 1
SEE SHEET C 310
CUT BACK EXISTING PIPE
INSTALL RIP-RAP DOWNFALL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.CONTRACTOR SHALL COORDINATE TIMING OF UTILITY INSTALLATIONS WITHIN
IMPALA DRIVE WITH CITY OF FORT COLLINS TRAFFIC OPERATIONS IN ORDER TO
MINIMIZE DISRUPTION OF TRAFFIC IN SCHOOL ZONE.
12.CONTRACTOR SHALL COORDINATE TIMING OF IRRIGATION LINE RELOCATION WITH
CITY OF FORT COLLINS PARKS DEPARTMENT IN ORDER TO PREVENT SERVICE
DISRUPTION DURING PERIODS OF HIGH DEMAND.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
SS
PROPOSED LOT LINE
EXISTING ROW
EXISTING CABLE CTV
W
KEYMAP
SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 30
MATCH LINE - SEE SHEET C 303
C 302UTILITY PLAN 11
MATCH LINE - SEE SHEET C 301
C 301
C 302
C 303
1/31/2023
**All circled are line over text.**
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO
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WEST MULBERRY STREET
PROPOSED LANDSCAPE
WALL W/ HANDRAIL
6' SIDEWALKEASEMENT
EXCLUSION
EXISTING 15"
STORM DRAIN
PROPOSED
WATER SERVICE
EXISTING 8"
SANITARY SEWER
EXISTING 6"
WATER
EXISTING 8"
SANITARY SEWER
PROPOSED 3' SIDEWALK
CULVERT
EXISTING 36"
STORM DRAIN
EXISTING
GAS LINE
EXISTING 10"
SANITARY
SEWER
EXISTING 8"
WATER
EXISTING
BUILDINGS (TYP.)
EXISTING FIBER
OPTIC LINE
EXISTING 2'
CONCRETE PAN
EXISTING
SANITARY SEWER
MANHOLE (TYP.)
EXISTING CABLE TV
LINE (TYP.)
10' CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION
LATERAL EASEMENT
51.5' EMERGENCY ACCESS
EASEMENT
PROPOSED GAS LINE
RELOCATION
EXISTING STORM
DRAIN MANHOLE (TYP.)
EXISTING 18" CLAY
IRRIGATION LINE (APPROX.)
OWNED BY CITY OF FORT COLLINS
PARKS DEPARTMENT
PROPOSED RIP-RAP
RUNDOWN
DETENTION
POND 2
OWNER:
VON STROHEIM, ERICH
2310 W MULBERRY ST.
OWNER:
EMPIRE GRANGE 148
2306 W MULBERRY ST.
OWNER:
KEELER, JACK LEE/ GAIL, MARGARET
2302 W MULBERRY ST.
OWNER:
RICKETTS, THERESA A.
2300 W MULBERRY ST.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
OWNER:
SIKORSKI, MITCHELL ANDREW
2213 W MAGNOLIA CT.
OWNER:
GODING, BRYAN T.
2218 W MULBERRY ST.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
PROPOSED 2'
SIDEWALK CHASE
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
6'CONCRETE TRAIL6'CONCRETE TRAILPROPOSED FIRE
SERVICE
PROPOSED HEADWALL W/
WATER QUALITY PLATE
PROPOSED 1" WATER
METER PIT
EXISTING HEADWALL
& OVERFLOW WEIR
ADJUST MANHOLE CONE
ELEVATION TO MATCH
FLUSH ISLAND
EASEMENT
EXCLUSIONEASEMENT
EXCLUSION
24' EMERGENCY
ACCESS EASEMENT
FOR REFERENCE:
REPLACEMENT OF IRRIGATION LATERAL
BY CITY OF FORT COLLINS PARKS DEPT.
POSSIBLE DURING CONSTRUCTION
CONTRACTOR TO COORDINATE WITH
CITY OF FORT COLLINS
SVC. CONNECTION D
INV. IN=5073.69 (S)
INV. IN=5074.02 (E)
INV. OUT=5073.69 (N)
FG=???
47.16 LF 4" PVC @ 2.00%
SAN SERVICE D
INV. OUT=5074.97 (W)
FG=5085.15
STORM DRAIN 1
SEE SHEET C 310
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 4.5'-5.5' COVER FROM FINISHED GRADE TO TOP OF
PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.CONTRACTOR SHALL COORDINATE TIMING OF UTILITY INSTALLATIONS WITHIN
IMPALA DRIVE WITH CITY OF FORT COLLINS TRAFFIC OPERATIONS IN ORDER TO
MINIMIZE DISRUPTION OF TRAFFIC IN SCHOOL ZONE.
12.CONTRACTOR SHALL COORDINATE TIMING OF IRRIGATION LINE RELOCATION WITH
CITY OF FORT COLLINS PARKS DEPARTMENT IN ORDER TO PREVENT SERVICE
DISRUPTION DURING PERIODS OF HIGH DEMAND.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
SS
PROPOSED LOT LINE
EXISTING ROW
EXISTING CABLE CTV
W
KEYMAP
SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 30
MATCH LINE - SEE SHEET C 302
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 303UTILITY PLAN 12
C 301
C 302
C 303
1/31/2023
**All circled are line over text.**
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ELECSGGGWFEEE ETOUTLET 1-5
STA 15+76.34
N: 129825.57
E: 183216.52
FES 1-1
STA 10+00.00
N: 129268.49
E: 183211.51
CLEANOUT 1-2
STA 10+17.95
N: 129281.04
E: 183224.35
13.98 LF 15" HDPE @ 0.50%
400.00 LF 15" HDPE @ 0.50%17.95 LF
15" HDPE
@ 0.30%
STMH 1-4 (FLAT TOP)
STA 15+62.36
N: 129825.41
E: 183230.50
144.41 LF 15" HDPE @ 0.30%
STMH 1-3 (FLAT TOP)
STA 11+62.36
N: 129425.43
E: 183225.98WEST MULBERRY STREETPROPOSED
LANDSCAPE
WALL W/
HANDRAIL
PROPOSED 2'
CONCRETE PANEASEMENT
EXCLUSION
EXISTING 15"
STORM DRAIN
EXISTING CONCRETE PAN
EXISTING 36"
STORM DRAIN
EXISTING STORM
DRAIN MANHOLE (TYP.)
PROPOSED
LANDSCAPE
WALL W/
HANDRAIL
DETENTION
POND 1DETENTION
POND 2
OWNER:
BAILEY, MICHAEL
2213 WOODFORD CT.
OWNER:
HAUAN, JAMES P/PATRICIA A
2212 WOODFORD CT.
OWNER:
SIKORSKI, MITCHELL
ANDREW
2213 W MAGNOLIA CT.OWNER:
GODING, BRYAN T.
2218 W MULBERRY ST.
OWNER:
STEADMAN, VIVIAN LOUISE
2212 W MAGNOLIA CT.
OWNER:
VILLAGES, LTD.
400 IMPALA CIR.
PROPOSED HEADWALL W/
WATER QUALITY PLATE
EXISTING HEADWALL
& OVERFLOW WEIR
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
10' CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION
LATERAL EASEMENT
IMPALA CIRCLE
24' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
5060
5065
5070
5075
5080
5085
5090
5095
5100
5060
5065
5070
5075
5080
5085
5090
5095
5100
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+505082.945085.535085.335083.23FES 1-1STA 10+00.00INV. 5080.21 (NE)17.95 LF 15" HDPE @ 0.30%
400.00 LF 15" HDPE @ 0.50%
13.98 LF 15" HDPE @ 0.50%OUTLET 1-5STA 15+76.34FL. EL 5084.9±INV. OUT 5082.77 (E)EXISTING GROUNDPROPOSED GROUND
EXISTING GROUND
PROPOSED
GROUNDSTMH 1-3 (FLAT TOP)STA 11+62.36RIM 5083.5±INV. IN 5080.70 (N)INV. OUT 5080.70 (S)STMH 1-4 (FLAT TOP)STA 15+62.36RIM 5085.2±INV. IN 5082.70 (W)INV. OUT 5082.70 (S)STA.=11+90.76
EXPECTED CROSSING FOR
IRRIGATION LATERAL
UNABLE TO LOCATE
KEYMAP
C 310PLAN & PROFILESTORM DRAIN 113
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 1
SheetIMPALA REDEVELOPMENTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 30
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), LATEST EDITION.
ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT'
USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER
ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.SEE DETAIL SHEET (XX) FOR RIP-RAP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
FOR REFERENCE:
REPLACEMENT OF IRRIGATION LATERAL
BY CITY OF FORT COLLINS PARKS DEPT.
POSSIBLE DURING CONSTRUCTION
CONTRACTOR TO COORDINATE WITH
CITY OF FORT COLLINS
1/31/2023
**All circled are line over text.**
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ELECXXXXXXUDCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYBENCHMARK/BASIS OF BEARING:SILT FENCEROCK SOCKRIPRAP1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BYCRIMP MULCHING OR SIMILAR METHODS.2.SWMP ADMINISTRATOR:Contact________________________________Company________________________________Address________________________________Phone________________________________3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETEWASHOUT AREA IF ACCESS IS OFF PAVEMENT.4.REFER TO THE FINAL DRAINAGE REPORT, DATED JANUARY 11, 2023 BYNORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.GENERAL NOTES:WATTLE DIKECONCRETE WASH AREALEGEND:SFC 600EROSION CONTROL PLAN27 BENCHMARK #1:CITY OF GREELEY GIS #13, CAP ID #108 BMN: 1397556.01E: 3197324.07ELEVATION = 4816.38 (NAVD88)BASIS OF BEARINGBASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OFSECTION 11, TOWNSHIP 5 NORTH, RANGE 67 WEST AS BEARING NORTH 89° 37'03" WEST (ASSUMED BEARING)HORIZONTAL DATUMCOORDINATE SYSTEM IS A NORTHERN ENGINEERING LOCAL COORDINATESYSTEM BASED ON MODIFIED STATE PLANE COORDINATES SCALED AT1.00026470 (0.99973537) ABOUT (0,0). LINEAL MEASURE IS BASED ON THE U.S.SURVEY FOOT.SheetIMPALA REDEVELOPMENT These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
of 30KEYMAPSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF100' (TYP.)OUTLET PROTECTIONINLET PROTECTIONVEHICLE TRACKING CONTROL PAD1/31/2023**All Benchmark Statements must match on all sheets.**