HomeMy WebLinkAboutTHE FLATS AT HANSEN FARM - PDP220004 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSEEE E E
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XXXXXXXXXXXXWTTS UD UD
UD
UD
FWSFZEPHYR ROADBURLY TREE DRIVEPROPOSED SANITARY
CLEAN-OUT
PROPOSED 8" PVC
WATER MAIN
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED WATER
METER (TYP.)
PROPOSED FIRE
HYDRANT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK 15' UTILITY & PUBLICTRAIL ACCESSEASEMENT15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALKCONNECT TO
EXISTING
SANITARY
MANHOLE
CONNECT TO EXISTING
8" PVC WATER MAIN
26'
EMERGENCY
ACCESS
EASEMENT
6' SIDEWALKEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
15" STORM DRAIN
(HANSEN FARM)
129' ROW
EXISTING
16" WATER
8" PVC WATER
(HANSEN FARM)
PROPOSED
CURB INLET
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE PROPOSED 2'
SIDEWALK CHASE
RAIN
GARDEN E
PROPOSED
SANITARY
SERVICE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATER MAIN SOUTH TIMBERLINE ROAD9' UTILITY EASEMENT4.5' SIDEWALKPROPOSED
UNDERDRAIN
10" PVC
SANITARY SEWER
(HANSEN FARM)
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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 304UTILITY PLAN 11
KEYMAP
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 FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS 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 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
SheetTHE FLATS AT HANSEN FARMThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
MATCH LINE - SEE SHEET C 303
C 303
C 302
C 304
C 301