HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - PDP230004 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSGGGGGGGGGGGGGGGGGG
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VAUL
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ELEC
ELEC
ELEC
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F.O.
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ELEC
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ELEC
VAUL
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ELEC
VAUL
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ELEC
VAUL
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VAUL
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ELEC XX
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24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" WSTST
ST
SS/ / / / / / / /PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
EXISTING 10"
SANITARY SEWER
(BOXELDER)
EXISTING 12" WATER
(ELCO)
CONNECT TO
EXISTING
WATER LINE
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
4' SANITARY MANHOLE (TYP.)
EXISTING
12" WATER
(ELCO)
EXISTING
24" WATER
(NWCWD)
CONNECT TO
EXISTING WATERLINE
EXISTING
ELECTRIC
EXISTING
STREET LIGHT
(TYP.)
PROPOSED
POND OUTFALL
CONNECT TO
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
GAS LINE
EXISTING FH
EXISTING
12" WATER
(ELCO)
CONNECT TO
EXISTING WATERLINE
PROPOSED
POND OUTLET
STRUCTURE
PROPOSED POND OUTLET
STRUCTURE
TRANSFORMER
(TYP.)
EXISTING 8"
SANITARY SEWER
(BOXELDER)
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
PROPOSED
8" WATER
(ELCO)
PROPOSED
12" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
EXISTING FH
TEMPORARY FH
TEMPORARY FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FHPROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
EXISTING FH
PROPOSED FH
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
SANITARY
SEWER
SERVICE
(TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED FH
EXISTING
STORM DRAIN
PROPOSED WATER METER (TYP.)
BLANKET DRAINAGE
& UTILITY EASEMENT
BUILDING
10
BUILDING
9
BUILDING
8
BUILDING
7
BUILDING
5
BUILDING
4
BUILDING
1
BUILDING
2
BUILDING
3
DETENTION
POND 2
DETENTION
POND 1
BUILDING
6
RAIN GARDEN D
RAIN GARDEN B
RAIN GARDEN A
RAIN GARDEN C
RAIN GARDEN M
CARRIAGEHOUSECLUBHOUSECARRIAGEHOUSECARRIAGEHOUSECARRIAGEHOUSECARRIAGEHOUSE GARAGE
GARAGEGARAGE
GARAGE
GARAGE
GARAGEGARAGE
NORTH LEMAY AVENUEDUFF DRIVE CORDOVA ROADLINK LANE
GARAGEPROPOSED
STORMTECH
CHAMBERS
EASEMENT EXCLUSION (TYP.)
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
30' W/WWE
30' W/WWE
26' EAE
10' W/WWE
26' EAE
26' EAE
26' EAE
26' EAE33.5' W/WWE
26' EAE
26' EAE
26' EAE
35' W/WWE26' EAE
30' W/WWE 26' EAE
26' EAE
30' W/WWE 30' EAE
30' W/WWE
30' W/WWE
40' W/WWE
23.5' W/WWE
30'
FL-FL HYDTESTSTAH2OHYDTESTSTA
V.P.
HYD
W
ELEC
ELECF.O.
KEYMAP
NOT TO SCALE
OF
SCALE:
PROJECT NO.PROJECT MANAGER:NO.REVISIONSBY:DATE:SUBMITTAL DATE:SHEET:
HORIZ:
VERT:
CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.05/17/23THE LANDING AT LEMAY25
1791-003 D. Weber1337 RIVERSIDE AVE. #2FORT COLLINS, CO 80524AVANTCIVILGROUP.COM970.286.7995NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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 EAST LARIMER COUNTY WATER
DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
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 4.5' - 5.5' 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.THE ABBREVIATION "W/WWE" SHALL STAND FOR "WATER/WASTEWATER
EASEMENT" IN THESE PLANS.
12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN
THESE PLANS.
13.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N
LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT
THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY
REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR
THIS AREA ARE AVAILABLE UPON REQUEST.
14.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC
RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
LEGEND
NOTES
16
17
18
19
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT OVERALL UTILITY PLAN15
1" = 50'
N/A
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
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EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE7'-11 3/4"
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E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE2-ln Arterial
180 ft spacing
existing SL
E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETT
E E E
Private services
Confirm separation
with water dept.
TEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEEE E
New SL
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AVANT Response:
Updated electrical layout
based on this PDF