HomeMy WebLinkAboutPOWERHOUSE 2 - FDP220015 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)E. VINE DRIVEN. COLLEGE AVENUECHERRY STREET
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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 35
CS1 COVER STEET1
DECEMBER 2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-00
ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.
ELEV.=4968.74
CITY OF FORT COLLINS BENCHMARK 3-13
APPROX. 40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER, ON
THE WEST SIDE OF LINDEN ST. , ON A STORM INLET.
ELEV.=4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTER
OF SECTION 1-7-69 AS BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING)
AND MONUMENTED AS SHOWN ON PLAT.
PROJECT BENCHMARKS:
POWERHOUSE 2
PROJECT TEAM:
Roger Sherman
BHA Design Incorporated
1603 Oakridge Drive, Suite 100
Fort Collins, Colorado 80525
(970)223-7577
Colorado State University
Bryan Willson
Executive Director, CSU Energy Institute
450 N College Ave.
Fort Collins, CO 80524
(970)227-5164
Northern Engineering Services, Inc.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A 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 COLORADO
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
TYPICAL SECTIONS
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL NOTES
4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
5 PV1 PAVING & SIGNAGE PLAN
UTILITY SHEETS
6 OU1 UTILITY PLAN
SANITARY SHEETS
7 SS1 OFFSITE SANITARY SEWER PLAN & PROFILE
8 SS2 SANITARY SEWER B PLAN & PROFILE
STORM SHEETS
9 ST1 POND OUTFALL PLAN & PROFILE
10 ST2 STORM DRAIN C PLAN & PROFILE
11 ST3 STORM DRAIN D PLAN & PROFILE
GRADING SHEETS
12 OG1 OVERALL GRADING PLAN
13 - 14 G1 - G2 GRADING PLAN
RAIN GARDEN SHEETS
15 RG1 NORTH RAIN GARDEN PLAN & DETAILS
16 RG2 SOUTH RAIN GARDEN PLAN
DETAIL SHEETS
17 - 21 D1 - D5 SITE DETAILS
22 - 24 D6 - D8 UTILITY DETAILS
25 - 30 D9 - D14 DRAINAGE DETAILS
DRAINAGE SHEETS
31 EC1 EROSION CONTROL PLAN
32 - 33 EC2 - EC3 EROSION CONTROL DETAILS
34 DR1 DEVELOPED DRAINAGE EXHIBIT
35 FP1 FLOODPLAIN EXHIBIT
FINAL CONSTRUCTION PLANS FOR
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
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
PROJECT
LOCATION
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------Shelly Bergstorm (720) 501-5803
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
Field Survery:
Northern Engineering Services, Inc.
Date: October 25, 2019
FIELD SURVEY BY:
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CTL Thompson, Inc
Geotechnical Investigation Proposed Improvements
Powerhouse 2
Project No. FC10223-125
Date: March 14, 2022
SUBSURFACE EXPLORATION BY:
CERTIFICATION STATEMENT:
Travel
69' ROW (min.)
42' Roadway
5'
Walk
(min.)(min.)
Pkwy.
8.5'
Pkwy.
5'
(min.)
8.5'
11'
Util.
Esmt.
9'
Esmt.
Util.
9'
(min.)
Walk
Travel
11'
7'
Lane
Bike
3'7'
Lane
Bike
3'
Bike
Lane
Buffer
Bike
Lane
Buffer
2 LANE ARTERIAL w/ PARALLEL PARKING
(EAST VINE DRIVE)
2 LANE COLLECTOR
(JEROME STREET)
(min.)
Walk
84' ROW (min.)
52' Roadway
7'
Pkwy.
6'
(min.)
8'
Esmt.
Util.
15'
Center
10'
Travel
11'
Travel
11'
3'
Lane
Bike
7'3'
Bike
Lane
Buffer
Bike
Lane
Buffer
Lane
Bike
(min.)
Walk
84' ROW (min.)
52' Roadway
7'
Walk
(min.)
(min.)
Pkwy.
10'
Pkwy.
6'
(min.)
10'
Util.
Esmt.
15'
Esmt.
Util.
15'
Center
10'
Travel
11'
Travel
11'
3'
Lane
Bike
7'3'
Bike
Lane
Buffer
6'
Bike
Lane
Buffer
Lane
Bike
8'
Parallel
Parking
(min.)
Walk
Pkwy.
6'
(min.)
8'
Esmt.
Util.
15'
8'
Parallel
Parking
2 LANE ARTERIAL
(EAST VINE DRIVE)
Pedestrain
Access Easement
Pedestrain
Access Easement
LAKE CANAL
S
D
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VAULT
ELEC
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ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
WHYD ELEC
ELEC
VAULT
ELEC
C SW
CS
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
ELEC
M
ELEC
VAULT
ELEC
HY DT T
T VAULT
F.O.
VAULT
F.O.F.O.
MMWSOMWSO
D
CONTROL
IRR
CONTROL
IRR
util
GAS
util
E
ELEC
BRKR
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T S XXXXXXXXXXXXXXXXXXXXW W W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGWWWWWWWWWFOFOFOFOFOFO
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SSSSSSSSSSOHUOHUD FE
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/
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// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
S
FE
SFE
SST
STST
STST
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XXVAULT
ELEC
GASSSSS
/ / / / / / / /S
D GCTV CTV CTV CTV CTV
G G G G G
CTV CTV CTV CTV CTV CTV CTV
CTV
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
R1
R1
R1
R1
R1
R1
R2
R2
R2
R2
R2
R2
R2
R3
R3
R3
R3
R3
R3
R3
R4
R4
R4
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 (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 SANITARY MAIN
THROUGH LAKE CANAL EASEMENT.
-BEGIN REMOVE 12" SEWER LINE SOUTH OF LAKE CANAL
EASEMENT.
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE & RE-USE
EXISTING STREET LIGHT
EXISTING 10'
UTILITY EASEMENT
EXISTING 10'
UTILITY EASEMENT
EAST VINE DRIVE JEROME STREETNORTH COLLEGE AVENUELAKE
C
A
N
A
L
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.
SEWER MAY NOT BE REMOVED IN ANY
WAY UNTIL THE PROPOSED OFFSITE
SEWER MAIN IS CONSTRUCTED AND
ACCEPTED BY THE WATER UTILITY
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)
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
REMOVE APPROXIMATELY 75'
OF EXISTING CURB & GUTTER
REMOVE APPROXIMATELY 21'
OF EXISTING CURB & GUTTER
EDGE OF PROPOSED
SAW CUT FOR WATER
& FIRE SERVICE
REMOVE & REPLACE ±125' OF
EXISTING 12" VCP SANITARY PIPE
UPHAM FREDERICK M
207 E. VINE DRIVE
KUNDLA TODD J
209 E. VINE DRIVE
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 35
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
R
T
VAULT
F.O.F.O.
CONTROL
IRR
CONTROL
IRR
GAS
XOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GAS
/ / / / / / / /CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV
CTV
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRTFTFTFTFTFTFEMGM11
1
1
1
1
1
1
2 2 2
22
22
3
3
3
4 4
6' SIDEWALK6' SIDEWALK
17'
24'
17'
9'
17'
9'
9'
24'
FL-FL
24'
17'
PROPOSED CURB RAMP
10' CITY TRAIL
10' CITY TRAIL
PROPOSED
CURB RAMP
PROPOSED
CURB RAMP
PROPOSED 8'
CONCRETE PAN
9'17'
17'9'
17'
9'
9'
PROPOSED CURB RAMP
24'5' ADA RAMP
5' ADA RAMP
5' ADA RAMP
5' ADA RAMP
PROPOSED
STAIRS
16.02' SIDEWALK
27.75' SIDEWALK12.42' SIDEWALK6' SIDEWALKEAST VINE DRIVENORTH COLLEGE AVENUEEXISTING 30' GAS
LINE EASEMENT
PROPERTY
BOUNDARY
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
15' UTILITY EASEMENT
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
PROPOSED 50' LAKE
CANAL EASEMENT
UTILITY
YARD
EXISTING TREE (TYP.)
LAKE
C
A
N
A
L
17'9'
PROPOSED 10'
CONCRETE PAN6' SIDEWALKPROPOSED BUILDING
17'
9'
24'JEROME STREETJEROME 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
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24.1' CITY TRAIL &
UTILITY EASEMENT
15' CITY TRAIL
& UTILITY EASEMENT
PROPOSED 18" VERTICAL
CURB & GUTTER (TYP.)
CITY OF FORT COLLINS,
740 N COLLEGE AVE
PROPOSED 8' CONCRETE PAN
PROPOSED
BUS STOP
30' CANAL EASEMENT
PROPOSED 18" OUTFALL
CURB & GUTTER (TYP.)
PROPOSED 18" OUTFALL
CURB & GUTTER (TYP.)
PROPOSED 18" OUTFALL
CURB & GUTTER
15' UTILITY EASEMENT
8'
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
EXISTING 30"
CURB & GUTTER
EXISTING 30"
CURB & GUTTER
EXISTING 30"
CURB & GUTTER
EXISTING 30"
CURB & GUTTER
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
FLUSH CURB FLUSH CURB
23'
CONNECT TO EXISTING
8' SIDEWALK
8' SIDEWALK500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
PROPOSED ROW
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)
PROPOSED
CURB RAMP
15' UTILITY EASEMENT6' PED ACCESS EASEMENT 6' PED ACCESS EASEMENT
PEDESTRIAN ACCESS EASEMENT
(WIDTH VARIES)
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
6' SIDEWALK
LAKE
C
A
N
A
L
C
E
N
T
E
R
L
I
N
E
EMERGENCY
ACCESSES GATE
PROPOSED
DETENTION POND
8'23'
4 4
5 555
RRFP CROSSING SIGNAL
SEE LCUASS DETAIL 1421
PROPOSED BIKE
RACKS (TYP.)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
PROPOSED
CURB RAMP
PROPOSED
STAIRS
PROPOSED 30'
UTILITY EASEMENT
APPROXIMATELY 73.44'
OF ROLL OVER CURB & GUTTER
9'
17'
9'
17'
9'
17'
9'17'
9'
PROPOSED CURB RAMP
(USED AS MAINTENANCE ACCESS,
MUST SUPPORT 40,000 LBS)
PROPOSED CURB RAMP
(USED AS MAINTENANCE ACCESS,
MUST SUPPORT 40,000 LBS)
DRAINAGE EASEMENT
(WIDTH VARIES)
DRAINAGE EASEMENT
(WIDTH VARIES)
5.15' DRAINAGE
EASEMENT
5.15' DRAINAGE
EASEMENT
4.65' DRAINAGE
EASEMENT
PROPOSED 16' WIDE
ROLLOVER CURB FOR
LAKE CANAL ACCESS
SANDSTONE
PAVERS
15' UTILITY EASEMENT
88.5'
ROW
PROPOSED ELECTRICAL
TRANSFORMERS
UPHAM FREDERICK M
207 E. VINE DRIVE
KUNDLA TODD J
209 E. VINE DRIVE
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 35
PV1 PAVING & SIGNAGE PLAN5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
3.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.
4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
7.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.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
CONCRETE PAVING
GRAVEL PARKING
SITE SIGN LEGEND
1
RESERVED
PARKING
2
P0TS
3 4
CONCRETE FLATWORK
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
CRUSHER FINES
PERMEABLE PAVERS
5
PROPOSED LANDSCAPING ROCK & ROCK WALL
NATURAL HABITAT BUFFER ZONE (NHBZ)
FIRE
LANE
NO
PARKING
STANDARD
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
12"
(FORT COLLINS ONLY)
BY ORDER OF THE
FIRE MARSHAL3/4"
S
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SSSSSSSSSSSSSSS
VAULT
ELEC
GGGSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSSSSVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELECHYD
ELEC
HY DT
VAULT
F.O.F.O.
D
CONTROL
IRR
CONTROL
IRR
GAS
ELEC
BRKR
T S
W W W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGWWWWWWWWWFOFOFOFOFOFO
FO
FO
FO FO FO
FO FO FO FO FO FO FO FO FOTTTTTT
T T T T T
TTTTTT T T T T T
T T T T T T T T T T
T T T T T T
T T WWWWWWW W W W W W W W W W W W W W W W W W W W
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOGGGGGGGEEEEEFO
FO
FOFO GGGGGGGXE
WWSWO
WSSSSS
SSSSSSSSSSOHUOHUD FE
SGGGG
G
E
E
E
E E/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
S
FE
SFE
SST
STST
STST
ST
VAULT
ELEC
GASSSSS
/ / / / / / / /S
D GCTV CTV CTV CTV CTV
G G G G G
CTV CTV CTV CTV CTV CTV CTV
CTV
VAULT
CABLE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRTFTFTFTFTFTFEMGMGUGEUGEUGEUGEUGES IRFWUD
UD
UD
UD UD
UD UDUDUDUD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
EXISTING 30' GAS
LINE EASEMENT
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
PROPOSED 30' LAKE
CANAL 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 OUTFALL A
SEE SHEET ST1
PROPOSED BUILDINGNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6"
FIRE CONNECTION
PROPOSED 3" WATER
SERVICE AND METER PIT
LAKE
C
A
N
A
L
15' UTILITY EASEMENT
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 & METER
PROPOSED POND
OUTLET STRUCTURE A
AREA INLET
CITY OF FORT COLLINS,
740 N COLLEGE AVE
EXISTING 6" WATER
EXISTING ELCO
WATER MAIN
PROPOSED
BUS STOP
EXISTING 21"
SANITARY SEWER
EXISTING 21" CLAY SANITARY SEWER
EXISTING 8" WATER
EXISTING
FIRE HYDRANT
PROPOSED
10' TRAIL
EXISTING
8" WATER
EXISTING 21"
SANITARY SEWER
EXISTING SANITARY SERVICE
EXISTING 10" CLAY, LINED
SANITARY SEWER
EXISTING
18" STORM
EXISTING 24" STORM
EAST VINE DRIVE
PROPOSED
CURB CUT
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
PROPOSED
AREA INLET
PROPOSED
SANITARY MANHOLE
EXISTING 12" SANITARY MAIN
TO CONVERT TO SEWER SERVICE
WITH THIS DEVELOPMENT
CONNECT TO EXISTING 8"
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
SCOUR-STOP
PROPOSED
SCOUR-STOP
PROPOSED FH
ASSEMBLY
PROPOSED 1.5"
IRRIGATION TAP
PROPOSED 1.5"
IRRIGATION METER
PROPOSED
ELECTRICAL
TRANSFORMERS
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
LAKE
C
A
N
A
L
C
E
N
T
E
R
L
I
N
E
EMERGENCY ACCESS GATE
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
VAULT
F.O.
RELOCATE EXISTING
F.O. VAULT TO PKWY
PROPOSED
TYPE R INLET
W/SNOUT & SUMP
APPROXIMATELY 12'
OF 12" PVC SLEEVE
DRAINAGE EASEMENT
(WIDTH VARIES)
DRAINAGE EASEMENT
(WIDTH VARIES)
5.15' DRAINAGE
EASEMENT
5.15' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
(WIDTH VARIES)
PROPOSED 30'
UTILITY EASEMENT
PROPOSED
SCOUR-STOP
PROPOSED POND
OUTLET STRUCTURE B
POND OUTFALL B
SEE SHEET ST1
PROPOSED
AREA INLET
20' OF 16" STEEL CASING TO BE
PLACED AROUND 8" SANITARY PVC
PROPOSED
UNDERDRAIN
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED SANITARY
SEWER MANHOLE
PROPOSED 8" PVC SEWER
(SEE NOTE 11)
15' UTILITY EASEMENT
20' UTILITY AND DITCH
PERMANENT EASEMENT
(ANDERSON WHITEWATER PLAT)
CONNECT TO EXISTING
12" DIP STORM DRAIN
RAIN GARDEN 1
SEE SHEET RG1
PROPOSED
UNDERDRAIN
PROPOSED 6"
FIRE SERVICE
STORM DRAIN D
SEE SHEET ST3
SOUTH RAIN GARDEN 1
SEE SHEET RG2
SOUTH RAIN GARDEN 2
SEE SHEET RG2
SOUTH RAIN GARDEN 3
SEE SHEET RG2
15.17 LF
10" HDPE
@ 0.50%
12.52 LF
12" HDPE
@ 0.50%
40.79 LF
12" HDPE
@ 0.50%
47.01 LF
12" HDPE
@ 0.50%
7.45 LF
12" HDPE
@ 0.50%
26.16 LF
12" HDPE
@ 0.50%
34.19 LF
12" HDPE
@ 0.50%
13.62 LF
12" HDPE
@ 0.50%
12.57 LF
15" HDPE
@ 0.50%45.73 LF
10" HDPE
@ 0.50%
15.74 LF
10" HDPE
@ 0.50%
7.45 LF
15" HDPE
@ 0.50%
106.41 LF
15" HDPE
@ 0.50%
11.96 LF
10" HDPE
@ 0.50%
48.23 LF
15" HDPE
@ 0.50%
STORM DRAIN C
SEE SHEET ST3
SANITARY SEWER B
SEE SHEET SS2
OFF SITE SANITARY SEWER
SEE SHEET SS1
EXISTING
GAS LINE
16.88 LF
15" HDPE
@ 0.50%
ROOF DRAIN CONNECTION E4
INV. IN=4965.87 (W)
INV. OUT=4965.88 (E)
ROOF DRAIN CONNECTION E3
INV. IN=4965.80 (W)
INV. OUT=4965.80 (E)
ROOF DRAIN CONNECTION E2
INV. IN=4965.57 (W)
INV. OUT=4965.57 (E)
ROOF DRAIN CONNECTION E1-7
INV. IN=4965.32 (E)
INV. OUT=4965.32 (W)
ROOF DRAIN CONNECTION E1-5
INV. IN=4965.02 (E)
INV. OUT=4965.02 (W)
ROOF DRAIN CONNECTION E1-1
INV. IN=4964.40 (E)
INV. OUT=4964.40 (W)
FES E
INV. IN=4963.19 (S)
DRAIN BASIN E5 (10'' Ø) E5
INV. OUT=4965.95 (E)
DRAIN BASIN E1 (18'' Ø)
INV. IN=4965.51 (W)
INV. IN=4964.16 (E)
INV. OUT=4963.72 (N)
ROOF DRAIN CONNECTION E1-2
INV. IN=4964.46 (E)
INV. OUT=4964.46 (W)
DRAIN BASIN E1-10 (12'' Ø)
INV. OUT=4965.66 (W)
DRAIN BASIN E1-9 (15'' Ø)
INV. IN=4965.53 (E)
INV. OUT=4965.53 (N)
DRAIN BASIN E1-3 (18'' Ø)
INV. IN=4964.75 (S)
INV. OUT=4964.50 (W)
DRAIN BASIN E1-6 (12'' Ø)
INV. IN=4965.08 (E)
INV. OUT=4965.08 (W)
DRAIN BASIN E1-4 (15'' Ø)
INV. IN=4964.81 (E)
INV. OUT=4964.81 (N)
DRAIN BASIN E1-8 (15'' Ø)
INV. IN=4965.49 (S)
INV. OUT=4965.49 (W)
FES F
INV. IN=4960.50 (NW)
FES F1
INV. OUT=4960.58 (SE)
INLET G1
INV. OUT=4958.48 (S)
4.24 LF
12" HDPE
@ 0.50%
FES G
INV. IN=4958.46 (N)
UPHAM FREDERICK M KUNDLA TODD J
209 E. VINE DRIVE
PROPOSED
88.5' ROW
ELECTRIC
METER
STORM DRAIN G
STORM DRAIN F
STORM DRAIN E
PROPOSED
UNDERDRAIN
CONNECT UNDERDRAIN
TO STORM DRAIN C
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 35
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.
11.APPLICANT AND STAFF ARE CURRENTLY WORKING TO DETERMINE AN IMPROVEMENT
OF THE EXISTING SEWER LINE THAT WOULD HAVE LESS IMPACT ON EXISTING
FACILITIES INCLUDING OPTIONS THAT WOULD REDUCE THE TOTAL LENGTH OF THE
NEW 8” PVC PIPE. ONCE AN ALTERNATIVE AGREEABLE BY BOTH CITY AND OWNER IS
FOUND, IT WILL BE INCORPORATED DURING FINAL DESIGN.
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
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
SSSSWWWWWEEEEEFOFOFOFOFOTTTTTTTTTWWWWWFOFOFOFOFOGGGGGGGGX X X XEWWSWO
G CTVCTVCTVGGGCTVCTVCTVCTVCTVCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRIRUDUDUDUDUDUDUDFES OA
STA 10+00.00
N: 134264.05
E: 195586.82
EX - 18" FES
FL ELEV. = 4956.64EAST VINE DRIVEINLET OA1
STA 10+30.64
N: 134294.69
E: 195587.43
EXISTING 12" VCP
SANITARY SEWER
EXISTING 6" CITY
OF FORT COLLINS
WATER MAIN
EXISTING ELCO
WATER MAIN
INLET OA2
STA 10+94.85
N: 134357.36
E: 195573.48
30.64 LF
18" HDPE
@ 0.40%
64.20 LF
12" HDPE
@ 0.50%
37.47 LF
12" HDPE
@ 0.50%
OUTLET A
STA 11+32.32
N: 134394.83
E: 195573.94
EAST VINE DRIVEPROPOSED
UNDERDRAIN
4940
4945
4950
4955
4960
4965
4970
4975
4940
4945
4950
4955
4960
4965
4970
4975
9+5010+0011+0012+00 INLET OA2STA 10+94.85FL. EL 4959.5±INV. IN 4957.09 (N)INV. OUT 4957.09 (S)FES OASTA 10+00.00INV. 4956.65 (N)12" WATER
STA.=10+63.34
TOP=4956.32
12" WATER
STA.=10+79.58
TOP=4955.26 INLET OA1STA 10+30.64FL. EL 4959.1±INV. IN 4956.77 (N)INV. OUT 4956.77 (S)PROPOSED
GROUND
EXISTING
GROUND
6.5"
INSTALL SNOUT
53.9"
DEEP
SUMP
STORM DRAIN JOINTS SHALL BE
WRAPPED WITH BUTYL ADHESIVE
TAPE WITHIN 10' OF THE WATER MAIN
OR SEWER MAIN PER FCU WATER,
WASTEWATER, STORMWATER
DEVELOPMENT CONSTRUCTION
STANDARDS. STORM DRAIN SHALL
BE INSTALLED SUCH THAT A JOINT IS
NOT DIRECTLY ABOVE THE
SANITARY SEWER SERVICE.
37.47 LF
(2)-12" HDPE
@ 0.50%OUTLET ASTA 11+32.32RIM 4959.4±INV. IN 4957.28 (N)INV. OUT 4957.28 (S)64.20 LF
(2)-12" HDPE
@ 0.50%
30.64 LF
18" HDPE
@ 0.40%
16" STEEL CASING
STA.=10+53.64
INV.=4954.95
4" UNDERDRAIN @ 0.50%
6.8"
STA.=10+75.25
TOP=4958.20
FoCO ELEC.
STA.=10+68.99
TOP=4958.31
DUCT BANK
EXPOSE WATER MAIN & FLOW FILL
WATER MAIN 10' BOTH SIDES OF CROSSING
100-YEAR HGL SSSSSSSSWWWWWEFOFOFOFOTTTTTTTTTWWWWWFOFOFOFOFOWWSWO
DG
CTVCTVCTVGGGCTVCTVCTVCTVVAULTCABLEUDUDUDUDUDUDUDUDUDUDEXISTING 6" CITY
OF FORT COLLINS
WATER MAIN
EXISTING ELCO
WATER MAIN
INLET OB1
STA 10+61.20
N: 134359.14
E: 195431.38
OUTLET B
STA 10+96.82
N: 134394.76
E: 195431.82
MARMAC COUPLER CONNECTION
12" DIP STORM PIPE
STA 10+52.33
N: 134350.27
E: 195431.55
EX. INLET
STA 10+00.00
N: 134297.95
E: 195432.60
35.62 LF
12" HDPE
@ 0.35%
8.88 LF
12" DIP
@ 2.10%
52.33 LF OF EXISTING
12" DIP @ 2.10%
EXISTING 12" VCP
SANITARY SEWEREAST VINE DRIVEPROPOSED
UNDERDRAIN
4940
4945
4950
4955
4960
4965
4970
4975
4940
4945
4950
4955
4960
4965
4970
4975
9+5010+0011+0011+50
35.62 LF
12" HDPE
@ 0.35%
8.88 LF
12" DIP
@ 2.10%
52.33 LF OF EXISTING
12" DIP @ 2.10%OUTLET BSTA 10+96.82FL. EL 4960.4±INV. OUT 4958.83 (S)MARMAC COUPLER CONNECTIONSTA 10+52.33INV. 4958.52 (N)INV. 4958.52 (S)EX. INLETSTA 10+00.00FL. EL 4960.3±INV. IN 4957.42 (N)EXISTING
GROUND
PROPOSED
GROUND INLET OB1STA 10+61.20FL. EL 4960.0±INV. IN 4958.71 (N)INV. OUT 4958.71 (S)13"
12" PVC SANITARY
STA.=10+21.13
INV.=4955.60
100-YEAR HGL
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 35
ST1 PLAN & PROFILEPOND OUTFALL A & B9
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
POND OUTFALL A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM DRAINS LABELED AS HDPE SHALL BE HP STORM BY ADS (OR APPROVED
EQUAL)
6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
T
GAS
OUTFALL
A
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
PROFILE SCALE:
POND OUTFALL B
OUTFALL
B