HomeMy WebLinkAboutPOWERHOUSE 2 - PDP220006 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (2)E. VINE DRIVEN. COLLEGE AVENUECHERRY STREETCACHE LA POUDRE RIVERSheetPOWERHOUSE 2
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of 16CS1COVER STEET1 AUGUST 2022CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT DATUM: NAVD88CITY OF FORT COLLINS BENCHMARK 1-00ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.ELEV.=4968.74CITY OF FORT COLLINS BENCHMARK 3-13APPROX. 40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER, ONTHE WEST SIDE OF LINDEN ST. , ON A STORM INLET.ELEV.=4962.27PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIRVERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THEFOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTEROF SECTION 1-7-69 AS BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING)AND MONUMENTED AS SHOWN ON PLAT.PROJECT BENCHMARKS:POWERHOUSE 2PROJECT TEAM:Roger ShermanBHA Design Incorporated1603 Oakridge Drive, Suite 100Fort Collins, Colorado 80525(970)223-7577Colorado State UniversityBryan WillsonExecutive Director, CSU Energy Institute450 N College Ave.Fort Collins, CO 80524(970)227-5164Northern Engineering Services, Inc.Andy Reese301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNER/LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERSHEET INDEXA PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADONorthern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYORTYPICAL SECTIONS1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3CS3EROSION CONTROL NOTES4EX1EXISTING CONDITIONS & DEMOLITION PLAN5PV1PAVING & SIGNAGE PLANUTILITY SHEETS6OU1OVERALL UTILITY PLANSANITARY SHEETS7SS1OFFSITE SANITARY PLAN & PROFILESTORM SHEETS8ST1STORM OUT FALL PLAN & PROFILEGRADING SHEETS9OG1OVERALL GRADING PLAN10G1GRADING PLAN11G2GRADING PLANDRAINAGE SHEETS12EC1EROSION CONTROL PLAN13EC2EROSION CONTROL DETAILS15 DR1 DRAINAGE EXHIBIT16FP1FLOODPLAIN EXHIBITPRELIMINARY CONSTRUCTION PLANS FORCALL 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.CallRPROJECTLOCATIONUTILITY CONTACT LIST: *UTILITY COMPANY* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBERGAS-----------------Xcel Energy-----------------------------Cory Thelen(970) 225-7843ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon(970) 416-2306CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM.--------CenturyLink-------------------------------Shelly Bergstorm(720) 501-5803WATER------------City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen(970) 221-6854APPRO
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ED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLAN APPROVAL
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ED:Field Survery:Northern Engineering Services, Inc.Date: October 25, 2019FIELD SURVEY BY:These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibilityby the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctnessof the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantitiesrequired. The review shall not be construed for any reason as acceptance of financial responsibility by the City of FortCollins for additional quantities of items shown that may be required during the construction phase.DISCLAIMER STATEMENT:CTL Thompson, IncGeotechnical Investigation Proposed ImprovementsPowerhouse 2Project No. FC10223-125Date: March 14, 2022SUBSURFACE EXPLORATION BY:CERTIFICATION STATEMENT:Travel69' ROW (min.)42' Roadway5'Walk(min.)(min.)Pkwy.8.5'Pkwy.5'(min.)8.5'11'Util.Esmt.9'Esmt.Util.9'(min.)WalkTravel11'7'LaneBike3'7'LaneBike3'BikeLaneBufferBikeLaneBuffer2 LANE ARTERIAL w/ PARALLEL PARKING(EAST VINE DRIVE)2 LANE COLLECTOR(JEROME STREET)(min.)Walk84' ROW (min.)52' Roadway7'Pkwy.6'(min.)8'Esmt.Util.15'Center10'Travel11'Travel11'3'LaneBike7'3'BikeLaneBufferBikeLaneBufferLaneBike(min.)Walk84' ROW (min.)52' Roadway7'Walk(min.)(min.)Pkwy.10'Pkwy.6'(min.)10'Util.Esmt.15'Esmt.Util.15'Center10'Travel11'Travel11'3'LaneBike7'3'BikeLaneBuffer6'BikeLaneBufferLaneBike8'ParallelParking(min.)WalkPkwy.6'(min.)8'Esmt.Util.15'8'ParallelParking2 LANE ARTERIAL(EAST VINE DRIVE)PedestrainAccess EasementPedestrainAccess Easement
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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
CITY OF FORT COLLINS,
740 N COLLEGE AVE
LAKE CANAL COMPANY EASEMENT
LAKE CANAL EASEMENT PER
REMOVE
EXISTING MAIL BOX
REMOVE
EXISTING MAIL BOX
REMOVE & RESET
EXISTING PEDESTAL TELE.
REMOVE & RELOCATE
EXISTING PEDESTAL (TELE.)
EXISTING FIRE HYDRANT
(PROTECT IN PLACE)
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE EX-STORM LINE
(CONTRACTOR TO VERIFY
EXISTENCE AND LOCATION)
REMOVE EXISTING SIGN
REMOVE
STRUCTURE
REMOVE
BOLLARDS
REMOVE BOLLARDS
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
REMOVE BOLLARD
REMOVE BOLLARDS
REMOVE
CONCRETE WALL
REMOVE
CONCRETE WALL
REMOVE
CONCRETE WALL
REMOVE
TIMBER WALL
REMOVE
CONCRETE WALL
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE UNDERGROUND
TELE. UTILITY
REMOVE & RELOCATE
EXISTING PEDESTAL.
REMOVE & RELOCATE
EXISTING PEDESTAL.
REMOVE & RELOCATE
EXISTING PEDESTAL (CABLE.)
REMOVE PROPANE TANK
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
METER PIT.
(SEE NOTE 4)
REMOVE APPROXIMATELY 165'
OF EXISTING CURB & GUTTER
REMOVE EXISTING
METER PIT
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE REMOVED
REMOVE
EXISTING SIGN
REMOVE EXISTING
12" Ø STUMP
EXISTING 30'
GAS LINE EASEMENT
-REMOVE AND REPLACE EXISTING MANHOLE.
-ABANDON & FLASH FILL EXISTING STORM LINE
THROUGH LAKE CANAL EASEMENT.
-BEGIN REMOVE 12" SEWER LINE SOUTH OF LAKE CANAL
EASEMENT.
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE APPROXIMATELY 75'
OF EXISTING CURB & GUTTER
EXISTING 10'
UTILITY EASEMENT
EXISTING 10'
UTILITY EASEMENT
EAST VINE DRIVE JEROME STREETNORTH COLLEGE AVENUELAKE
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SAN MH
RIM=4963.99
INV IN=4956.45 (NW)
INV OUT=4955.88 (S)
EX-SANITARY MH
RIM=4961.65
INV IN=4955.31 (NW)
INV OUT=4955.27 (S)
STORM MH IN BOX
RIM=4966.73
INV OUT=4961.91
REMOVE EX- STORM INLET
RIM=4961.82
INV OUT=4959.79 (E)
REMOVE EX-STORM INLET
RIM=4961.02
INV IN=4959.36 (W)
INV OUT=4959.20 (E)
REMOVE EX-STORM INLET
RIM=4959.91
INV IN=4958.52 (W)
INV OUT=4958.46 (S)
EX-STORM MH
RIM=4960.31
INV IN=4957.42 (N)
INV OUT=4958.42 (SE)
SNOUT OPENING
BTM=4953.00
WATER ELEV=4957.23
EX-SANITARY MH
RIM=4961.63
INV IN=4955.49 (N)
INV OUT=4955.31 (SE)
REMOVE & REPLACE
EX-INLET BOX w/SUMP & SNOUT
EXISTING UTILITY
EASEMENT TO BE VACATED
REMOVE EXISTING LIGHT
REMOVE
EXISTING LIGHT
REMOVE
EXISTING FENCE
EX SSMH
RIM 4964.0 ±
INV. IN 4958.97 (N)
INV. OUT 4958.77 (S)
EX SSMH
RIM 4964.5 ±
INV. IN 4957.66 (N)
INV. OUT 4957.48 E)
60' CANAL EASEMENT
EXISTING 30'
GAS LINE EASEMENT
EXISTING GAS LINE
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE & RE-USE
EXISTING STREET LIGHT
EDGE OF PROPOSED
SAW CUT
EXISTING CURB, GUTTER,TO BE
REMOVED AND REPLACED
EDGE OF PROPOSED
SAW CUT
REMOVE EX-STORM LINE
(CONTRACTOR TO VERIFY
EXISTENCE AND LOCATION)
12" SEWER MAIN
(LINED)
REMOVE APPROXIMATELY 271'
OF EXISTING 12" SEWER MAIN. CAP
REMAINING 12" LINE FOR PROPOSED
SANITARY SERVICE TIE IN
REMOVE
EXISTING LIGHT
END REMOVAL OF 12" SEWER
LINE. CAP REMAINING LINE FOR
PROPOSED SANITARY SERVICE TIE IN
REMOVE & REPLACE
EX - 18" FES & 18" STORM LINE
EX - 18" FES
FL ELEV. = 4956.64
EX-SANITARY MH
RIM=4963.47
INV IN=4957.95 (S) SERVICE
INV IN=4959.56 (N)
INV OUT=4956.28 (E)
EX-SANITARY MH
RIM=4960.52
INV IN=4955.14 (W)
INV IN=4955.20 (N)
INV OUT=4955.12 (E)
EXISTING ELCO
WATER MAIN
EXISTING 6" CITY
OF FORT COLLINS
WATER MAIN
REMOVE
EXISTING LIGHT
REMOVE EXISTING
STREET LIGHT
REMOVE & REUSE
EXISTING STOP SIGN
REMOVE & RELOCATE
EXISTING ELECTRICAL BOX
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
EXISTING 12" VCP
SANITARY SEWER
REMOVE & RELOCATE
EXISTING F.O. VAULT
REMOVE
EXISTING DEAD TREE
EDGE OF PROPOSED
SAW CUT FOR IRRIGATION
TAP & METER CONSTRUCTION
APPROXIMATELY 25' OF EXISTING CURB & GUTTER
& 250 SF OF CURB RAMP TO BE REMOVED AND REPLACED
SheetPOWERHOUSE 2NOT FOR CONSTRUCTIONREVIEW SETof 16
EX1 DEMOLITION PLANEXISTING CONDITIONS &4
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
R1 STRUCTURE (HOUSE, BARN, SHED & SILO) TO BE REMOVED & DISPOSED OF OFF
SITE, ACCORDING TO ALL LAWS & REGULATIONS.
FENCE TO BE REMOVED AND DISPOSED OF OFF SITE.
OVERHEAD UTILITIES & POLES SHALL BE REMOVED, & RELOCATED. COORDINATE
WITH UTILITY OWNER PRIOR TO REMOVAL.
GAS SERVICE SHALL BE REMOVED & DISPOSED OF OFF SITE. COORDINATE WITH
UTILITY OWNER PRIOR TO REMOVAL.
PROJECT DEMOLITION NOTES
R2
R3
NORTHERN ENGINEERING
DATED: OCTOBER 25, 2019
FIELD SURVEY BY:
R4
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.EXISTING WATER AND WATER SEWER SERVICES SHALL BE REMOVED OR
ABANDONED AT THE MAIN PER CITY REQUIREMENTS.
5.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
6.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
PROPOSED SAWCUT
APPROXIMATE AREA OF
GRAVEL/DIRT REMOVAL
OHU
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
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S F W IREXISTING 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
POND OUT FALL
SEE SHEET ST1
PROPOSED
STORM LINE
PROPOSED STORM LINE
PROPOSED
STORM LINE
PROPOSED BUILDINGNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6"
FIRE CONNECTION
PROPOSED 3" WATER
SERVICE AND METER PIT
PROPOSED 10"
SANITARY LINE
LAKE
C
A
N
A
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
PROPOSED
COMBINATION
INLET
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
PROPOSED
AREA INLET
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
COMBINATION INLET
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
C
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N
A
L
C
E
N
T
E
R
L
I
N
E
EMERGENCY ACCESS GATE
EXISTING 12" VCP
SANITARY SEWER
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
VAULT
F.O.
RELOCATE EXISTING
F.O. VAULT TO PKWY
PROPOSED 20'
UTILITY EASEMENT
PROPOSED
TYPE R INLET
w/SNOUT & SUMP
APPROXIMATELY 12'
OF 12" PVC SLEEVEAPPROXIMATELY 12'
OF 12" PVC SLEEVE
DRAINAGE EASEMENT
(WIDTH VARIES)
DRAINAGE EASEMENT
(WIDTH VARIES)
7.67' DRAINAGE
EASEMENT
7.67' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
(WIDTH VARIES)
SheetPOWERHOUSE 2NOT 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
PROPOSED LANDSCAPING ROCK & ROCK WALL
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
SSSSSSSSSSSSSSSOHU OHU
FESEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SS SSEX SSMH A1STA 12+06.07N: 134751.03E: 195091.73206.07 LF 10" PVC @ 0.28%EX SSMH ASTA 10+00.00N: 134704.63E: 195292.51EXISTING 30' UTILITY &DRAINAGE EASEMENT30' CANAL EASEMENTPER BRUSH MOBILEHOME P.U.D.LAKE CANALJEROME STREET STATION LLC,742 N COLLEGE AVEEXISTING 21"SANITARY SEWERPROPERTY BOUNDARY100 YR FLOOD PLAIN(CURRENT EFFECTIVE)500 YR FLOOD PLAIN(CURRENT EFFECTIVE)100 YR FLOOD PLAIN(CURRENT EFFECTIVE)500 YR FLOOD PLAIN(CURRENT EFFECTIVE)PROPOSED 30'UTILITY EASEMENTPROPOSED 50' LAKECANAL EASEMENT4945495049554960496549704975498049854945495049554960496549704975498049859+5010+0011+0012+0012+50EX SSMH A
STA 10+00.00
RIM 4964.5±
INV. IN 4958.19 (W)
INV. IN 4957.66 (N)
INV. OUT 4957.48 (E)206.07 LF 10" PVC @ 0.28%EX SSMH A1
STA 12+06.07
RIM 4964.0±
INV. IN 4958.97 (N)
INV. OUT 4958.77 (E)EXISTING GROUNDSheetPOWERHOUSE 2
NOT FOR CO
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OFF SITE SANITARY 7NORTH( IN FEET )1 inch = ft.Feet040404080120PROFILE SCALE:OFFSITE SANITARYEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIESWATER AND WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICECALL 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.CallRKEYMAPTGASSS1
SS SS SS SS SS
W W W W WEEEEE
FO FO FO FO FO
T T T T T
T T T T
W W W W W
FO FO FO FO FOGGGGGGGG
XXXX
E
WWSWO IRFES OSTA 10+00.00N: 134263.90E: 195586.80INLET O2STA 10+94.54N: 134357.33E: 195575.3737.47 LF15" HDPE@ 0.23%POND OUTLET STRUCTURESTA 11+32.02N: 134394.80E: 195575.84EX - 18" FESFL ELEV. = 4956.64EAST VINE DRIVE
INLET O1STA 10+28.62N: 134292.52E: 195587.3965.92 LF 15" HDPE @ 0.23%28.62 LF18" HDPE@ 0.23%EXISTING 12" VCPSANITARY SEWEREXISTING 6" CITYOF FORT COLLINSWATER MAINEXISTING ELCOWATER MAIN49404945495049554960496549704975494049454950495549604965497049759+5010+0011+0012+00INLET O2
STA 10+94.54
FL. EL 4959.2±
INV. IN 4956.86 (N)
INV. OUT 4953.13 (S)
POND OUTLET STRUCTURE
STA 11+32.02
INV. 4956.95 (S)
FES O
STA 10+00.00
INV. 4956.65 (N)6" WATERSTA.=10+63.28TOP=4955.856" WATERSTA.=10+79.39TOP=4955.53INLET O1
STA 10+28.62
FL. EL 4959.8±
INV. IN 4952.98 (N)
INV. OUT 4956.72 (S)28.62 LF18" HDPE@ 0.23%65.92 LF 15" HDPE @ 0.23%37.47 LF 15" HDPE @ 0.23%PROPOSED GROUNDEXISTING GROUND12" VCP SANITARYSTA.=10+53.66INV.=4955.305.8"10.0"8.6"INSTALL 24F SNOUT56.0"DEEPSUMPSTORM DRAIN JOINTS SHALL BEGROUTED FOR A MINIMUM OF 10’EACH SIDE OF THE CROSSING.STORM DRAIN SHALL BE INSTALLEDSUCH THAT A JOINT IS NOTDIRECTLY ABOVE THE SANITARYSEWER SERVICE.SheetPOWERHOUSE 2
NOT FOR CO
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of 16ST1PLAN & PROFILE
STORM OUT FALL8 NORTH( IN FEET )1 inch = ft.Feet040404080120PROFILE SCALE:STORM OUT FALL EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYKEYMAPTGASST1CALL 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.CallR
STT
D
CONTROL
IRR
CONTROL
IRR
GAS
XOHUOHUD FE
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
SFE
SFE
SST
STST
STST
ST
GAS
/ / / / / / / /DTFTF JEROME STREET LLC,
216 E OAK ST
EAST VINE DRIVENORTH COLLEGE AVENUEJEROME STREETJEROME 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
PROPOSED BUILDING
(SEE SHEET G1 - G2 FOR DETAILED GRADING)
PROPOSED POND
OUTLET STRUCTURE
CITY OF FORT COLLINS,
740 N COLLEGE AVE
G
UD UD UD UD UD
UD
UD
UD
UD
S
EXISTING 30' GAS
LINE EASEMENT
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
LAKE CANAL EASEMENT
15' UTILITY EASEMENT
LAKE CANAL EASEMENT
DETENTION POND
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED POND
OUT FALL
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPERTY
BOUNDARY PROPOSED
RAIN GARDEN
PROPOSED STORM LINE
PROPOSED RAIN GARDEN
30' LAKE CANAL EASEMENT
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24.1' CITY TRAIL &
UTILITY EASEMENT
15' CITY TRAIL
& UTILITY EASEMENT15' UTILITY EASEMENT100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)100 YR FLOODPLAIN
(CURRENT EFFECTIVE)500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
NATURAL HABITAT
BUFFER ZONE
PROPOSED RAISED
CROSSWALK
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
PROPOSED 50' LAKE
CANAL EASEMENT
PROPOSED 20'
UTILITY EASEMENT
SheetPOWERHOUSE 2NOT FOR CONSTRUCTIONREVIEW SETof 16
OG1 OVERALL GRADING PLAN9
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE FLOW LINE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.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.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED UNDERDRAIN UD
KEYMAP
T
GAS
G1 G2
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
T
D
CONTROL
IRR
CONTROL
IRR
D FE
S
TFTFUD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
EAST VINE DRIVENORTH COLLEGE AVENUE(63.13)(6
7
.
0
0
)
(66.59)(66.75)(6
7
.
0
2
)
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
LAKE CANAL EASEMENT
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED STORM LINE
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED 10'
CONCRETE PAN
AREA INLET (TYP.)
PROPOSED
STORM LINE
PROPOSED RAIN GARDEN
PROPOSED
RAIN GARDEN
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
30' CANAL EASEMENT
PER BRUSH MOBILE
HOME P.U.D.
15' UTILITY EASEMENT15' UTILITY EASEMENTPROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
PROPOSED BUILDING
FFE=4969.0068.8268.8268.8268.8268.5364.0863.7263.7663.5068.73 68.
8
968.9869.020.9%1.8%0.5%1.5%1.5%0.5%0.5%0.5%66.0066.0966.8368.222.1%
3.3%2.6%2.6%2.6%3.5%4.0%
3.9%3.5%5.4%3.1%3.7%6.2%1.3%
2.0%
1.5%
1.
8
%
1.
7
%1.6%2.1%2.1%2.1%2.1%62.5262.3162.2862.0762.1962.0961.3761.6461.8362.1362.1562.2362.3162.3962.3562.6062.7162.8663.2363.2263.1563.1863.2363.2163.3762.8662.84
62.5162.5962.6461.0361.0661.7261.8160.6460.7561.2861.1961.3561.5461.80
61.5161.1260.5060.7160.9462.1360.48
60.4966.8165.11
64.74
64.18
63.99
63.01
62.56
62.16
61.79
61.40
61.61
61.08
61.29
60.64
60.54
60.86
60.4867.
3
0
6
7
.
4
2
67.3867.5467.
5
0
66.9666.6066.7366.
7
7 66.4167.2467.2667.4167.42
67.41
67.586
7
.
4
667.2867.4067.4467.5767.4467.32 67.6968.1767.8168.05
68.24
(68
.
3
8
)(68.43)62.8362.92 63.2862.7763.0562.6762.7862.9061.8662.2361.
9
7 62.0261.8161.8061.846
7
.
0
6
62.69
62.6562.2162.5861.3961.2561.1361.00NATURAL HABITAT
BUFFER ZONE
58.666
7
.
2
7
67.17
67.08
67.2865.1864.5568.8268.8168.8268.9267.5667.4568.0068.7468.7468.3968.4966.29 66.2061.8961.92
PROPOSED 50' LAKE
CANAL EASEMENT
PROPOSED 20'
UTILITY EASEMENT
SheetPOWERHOUSE 2NOT FOR CONSTRUCTIONREVIEW SETof 16
G1 GRADING PLAN10
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE FLOW LINE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.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.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED UNDERDRAIN UD
KEYMAP
T
GAS
G1 G2
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
GAS FE
SFE
S
FE
S
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
GAS
/ / / / / / / // / / / / / / // /
/
/
/
/
/
/
UD
UD
UD
UD
UD
UD
PROPOSED POND
OUTLET STRUCTURE
EXISTING 30' GAS
LINE EASEMENT
PROPOSED POND OUTFALL
PROPOSED STORM LINE
PROPOSED 8' CONCRETE PAN
AREA INLET
COMBINATION INLET
PROPOSED AREA INLET
PROPOSED RAIN GARDEN
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
15' CITY TRAIL
& UTILITY EASEMENT
15' UTILITY EASEMENT
24' EMERGENCY
ACCESS EASEMENT
62.0662.4062.4462.0962.1262.4662.2162.482.0%2.0%1.6%1.6%1.7%1.8%1.9%1.9%2.8%
2.8%3.8%3.0%2.2%
2.2%2.2%
1.5%2.4%1.8%1.9%1.7%2.0%1.7%2.0%2.2%2.0%1.6%1.
8
%2.1%2.0%1.9%62.16
62.5262.3162.2862.0762.1962.0962.0161.986
1
.
9
4 61.9361.90
61.6761.6261.6361.6961.55
61.566
1
.
6
0 61.89
62.0361.7962.1562.23
62.4962.
3
9 62.4862.1962.2062.2462.3362.4262.4062.7862.7662.8262.8162.8563.0661.3761.34
6
1
.
6
1
61.64
61.6961.6860.8061.126
1
.
1
8 61.1761.08
60.7661.1161.4061.5261.9962.9262.7362.7662.9262.03
62.44
63.45
63.1662.9762.6862.6662.1962.4261.1660.6460.7561.2861.1958.5357.8960.7361.3561.5461.80
61.5161.1260.5059.8660.21
60.09
59.4959.6359.7259.2460.2759.6460.
3
1 60.5561.
0
6
61.
3
6
6
1
.
7
2
61.21
60.
8
460.6460.5660.20
60.1160.19 60.28 63.0262.8763.4263.2658.6260.4860.9561.0261.0461.
0
6
60.9360.9660.9360.87
60.06 60.18(62.97)(63.49)(62.68)(61.71)(60.63)(60.69)(60.41)60.1760.1560.190.8%
NATURAL HABITAT
BUFFER ZONE
POND OVER FLOW 57.8257.5857.30
57.0758.2258.4458.5958.6659.
3
0
5
9
.
0
4 58.16PROPOSED RAISED
CROSSWALK
PROPOSED 50' LAKE
CANAL EASEMENT
COMBINATION INLET
SheetPOWERHOUSE 2NOT FOR CONSTRUCTIONREVIEW SETof 16
G2 GRADING PLAN11
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE FLOW LINE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.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.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED UNDERDRAIN UD
KEYMAP
T
GAS
G1 G2
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