HomeMy WebLinkAboutIMPALA REDEVELOPMENT - FDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (5)6" W 6" W 6" W6" W6" W6" W6" W6" WG G
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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
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C
R
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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
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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