HomeMy WebLinkAboutPOWERHOUSE 2 - PDP220006 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSS
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EXISTING 30' GAS
LINE EASEMENT
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
PROPOSED 30' LAKE
CANAL EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
30' CANAL EASEMENT
PER BRUSH MOBILE
HOME P.U.D.
24.1' CITY TRAIL &
UTILITY EASEMENT
15' CITY TRAIL
& UTILITY EASEMENT
PROPOSED POND
OUT FALL
PROPOSED
STORM LINE
PROPOSED STORM LINE
PROPOSED
STORM LINE
PROPOSED BUILDING
CONNECT TO EXISTING STORM INLETNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6"
FIRE CONNECTION
PROPOSED 3" WATER
SERVICE AND METER PIT
PROPOSED FES
(TYP.)
PROPOSED 10"
SANITARY LINE
LAKE
C
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L
15' UTILITY EASEMENT
AREA INLET (TYP.)
JEROME STREET LLC,
216 E OAK ST
JEROME STREET STATION LLC,
742 N COLLEGE AVE
LMC VENTURES LLC,
742 N COLLEGE AVE
CITY OF FORT COLLINS
405 N COLLEGE AVE
MORAK KAREN LLC
622 N COLLEGE AVE
CONNECT TO
EXISTING GAS LINE
PROPOSED
GAS SERVICE
PROPOSED POND
OUTLET STRUCTURE
AREA INLET
CITY OF FORT COLLINS,
740 N COLLEGE AVE
EXISTING 6" WATEREXISTING ELCO
WATER MAIN
PROPOSED
BUS STOP
EXISTING 21"
SANITARY SEWER
EXISTING 21" SANITARY SEWER
EXISTING 8" WATER
EXISTING
FIRE HYDRANT
PROPOSED
10' TRAIL
EXISTING
8" WATER
EXISTING 21"
SANITARY SEWER
EXISTING SANITARY SERVICE
EXISTING 10"
SANITARY SEWER
EXISTING
18" STORM
EXISTING 24" STORM
EAST VINE DRIVE
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED RAIN GARDEN
TYPE R INLET
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
PROPOSED
AREA INLET
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED
RAIN GARDEN
PROPOSED
SANITARY MANHOLE
EXISTING 12" SANITARY MAIN
TO CONVERT TO SEWER SERVICE
WITH THIS DEVELOPMENT
CONNECT TO EXISTING 6"
CAST IRON WATER MAIN
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)15' UTILITY EASEMENT15' UTILITY EASEMENT
PROPOSED ROW
TIE INTO EXISTING
ELECTRICAL VAULT
PROPOSED
RIPRAP
PROPOSED
RIPRAP
PROPOSED
CURB CUT & RIPRAP
RUNDOWN
PROPOSED
CONCRETE FOREBAY
PROPOSED FH
ASSEMBLY
PROPOSED 1"
IRRIGATION TAP
PROPOSED 1"
IRRIGATION METER
PROPOSED
ELECTRICAL TRANSFORMER
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
LAKE
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N
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EMERGENCY ACCESS GATE
EXISTING 12" VCP
SANITARY SEWER
SheetPOWERHOUSE 2These 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 16
OU1 UTILITY PLAN6
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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 THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.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.
10.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED 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 SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED UNDERGROUND ELECTRICAL UGE UGE
SWALE FLOW LINE
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
FDC