HomeMy WebLinkAboutEAST OAK TOWNHOMES - PDP230018 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSW
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22-100-645-00
FEBRUARY 28, 2024
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
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VICINITY MAP
SCALE: 1"=300'
UTILITY PLANS FOR:
LOTS 1-15
EAST OAK TOWNHOMES SUBDIVISON
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FEBRUARY 2024
ABBREVIATION LIST
LEGEND
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT
ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY
REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY
FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
INDEX OF SHEETS
Sheet No.Description of Sheets
811
ARCHITECT
DAVIS DAVIS ARCHITECTS
221 East Oak Street, Unit A
Fort Collins, CO 80524
PH. 970.482.1827
Contact: Bob Davis
PLANNER
Russell + Mills
506 S College Ave, Suite A
Fort Collins, CO 80524
PH. 970.412.3474
Contact: Shelley LaMastra
ENGINEER
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6364
Contact: Mike Oberlander
SURVEYOR
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6364
Contact: Andrew Dieffenbach
UTILITY CONTACTS:
City of Fort Collins
Fort Collins, Colorado 80522
700 Wood Street
TELEPHONE SERVICE
Century Link
3702 Automation Dr, Suite 106
Fort Collins, Colorado 80525
Contact: Engineering Office
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Contact: Stephanie Rich
Fort Collins, Colorado 80525UTILITIES ENGINEER
Wes Lamarque
Ph. 970.416.2418
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER
EXISTING CONDITIONS AND DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
UTILITY PLAN
UTILITY PLAN STORM
GRADING PLAN
DRAINAGE PLAN
Luke Unruh
Ph. 970.416.2724
1
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EXISTING RIGHT-OF-WAY/LOT LINE
EXISTING EASEMENT LINE
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
GAS PROPOSED GAS
PROPOSED ELECTRIC
PROPOSED FIRE HYDRANT
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE/RAILING
PROPOSED WATER MAIN VALVE
PROPOSED SANITARY SEWER MAIN & MANHOLE
PROPOSED UTILITY POLE
PROPOSED FLARED END SECTION (FES)
PROPOSED RIGHT-OF-WAY/LOT LINE
PROPOSED EASEMENT LINE
XX.X
XXXX
XXXX
XX.X EXISTING SPOT ELEVATION
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
EXISTING SPOT ELEVATION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
EXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
EXISTING STREET LIGHT
EXISTING FIBER OPTIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
X EXISTING FENCE
EXISTING CABLE TV
PROPOSED DIRECTION OF OVERLAND FLOW
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BOT BOTTOM OF PIPE
BOV BLOW OFF VALVE
BOW BOTTOM OF WALL
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GRADE
EL ELEVATION
ES EMERGENCY SPILLWAY
EX EXISTING
FES FLARED END SECTION
FL FLOWLINE
GB GRADE BREAK
GV GATE VALVE
HP HIGH POINT
FH FIRE HYDRANT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LE LANDSCAPE EASEMENT
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PAE PEDESTRIAN ACCESS EASEMENT
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PE PERMANENT EASEMENT
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
ROW RIGHT - OF - WAY
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STA STATION
TB THRUST BLOCK
TOF TOP OF FOUNDATION
TOW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
BENCHMARK:
BENCHMARK #1-13
ELEV=4979.75'
DESC: A STANDARD 2" ALUMINUM DISK SET IN A CONCRETE TRAFFIC SIGNAL BASE LOCATED AT THE
SOUTHWEST CORNER OF THE INTERSECTION OF COLLEGE AVENUE AND MAPLE STREET IN FORT COLLINS,
COLORADO.
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE
USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
SS
W
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TEL
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AL
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MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOTS 23-25,
BLOCK 131
ORIGINAL TOWN
REMOVE BUILDING
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
REMOVE HVAC UNITS
EX TRANSFORMER (TO BE
RELOCATED TO NW CORNER OF
SITE) AND EASEMENT VACATED
REMOVE BUILDING
REMOVE LANDSCAPING (TYP.)
REMOVE AIR CONDITIONER
REMOVE PARKING CURB (TYP)
REMOVE LANDSCAPING
ALL ABOVE GROUND
BOXES IN ALLEY TO BE
RELOCATED
REMOVE STRIPING (TYP.)
REMOVE PAN
EXISTING RAMPS PROTECT IN PLACE
REMOVE EXISTING RAMP
4978
4978.
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4979.5
4979.5
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REMOVE ELEC LINE
REMOVE STRIPE
REMOVE EXISTING 'HANDICAP
PARKING' SIGN
REMOVE CURB
REMOVE CURB RAMP
REMOVE GAS METER
REMOVE SPRINKLER BOX
REMOVE SIGN
REMOVE UTILITY BOXES
PROPOSED SAWCUT
PROPOSED SAWCUT
PROPOSED SAWCUT
PROPOSED SAWCUT
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EXISTING
CONDITIONS AND
DEMOLITION PLAN
2
MPO
AGW
MPO
22-100-645-00
FEBRUARY 28, 2024
DRAWN BY:
CHECKED BY:
DATE:
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
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GENERAL NOTES:
1.PROTECT ALL UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
2.ITEMS SHOWN IN RED FOR REMOVAL ARE NOT SHOWN ON
SUBSEQUENT SHEETS.
3.SEE LANDSCAPE PLANS FOR REVEGETATION METHODS AND DETAILS.
DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER
ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER
LCUASS STANDARDS.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
5.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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF
COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF
THE FIRST CERTIFICATE OF OCCUPANCY.
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LEGEND
REMOVAL OF SIDEWALK
REMOVAL OF ASPHALT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EB
RD
RD
SCB
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TEL
TEL
TEL
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RD
SCB
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W
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SS SS SS SS SS SS SS SS SS SS SS
X X X X X X X X X X X
X
X X X X X X X X X X
X
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X
W
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AL
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MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
20'
5'
S
W
5' SW
EX "HANDICAP PARKING - VAN
ACCESSIBLE" AND "$100 FINE" SIGN
EX DIRECTIONAL ACCESS RAMP
STEPS OUT OF UNIT (TYP)
EX TELECOM VAULT
TRASH ENCLOSURE
PARKING STRIPING (TYP)
5' SW
6.
1
'
7.0'
5.
3
'
50.5'
STORM OUTFALL
CHANNEL
EX 'DIAGONAL
PARKING' SIGN
EX 'STOP' SIGN
16.8'
2' CONCRETE CHANNEL
12" DEEP
RETAINING WALL
18.5'
'HANDICAP
PARKING' SIGN
R=5'
R=5'
PAVERS (TYP)
SAWCUT (TYP)
SAWCUT (TYP)
20.75' MIN
12
'
9
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8
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'
HORIZONTAL
CONTROL PLAN
3
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22-100-645-00
FEBRUARY 28, 2024
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CHECKED BY:
DATE:
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PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
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BY
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811
NOTES:
1. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
2. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
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RD
RD
SCB
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TEL
TEL
TEL
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RD
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RD
RD
SCB
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W
W
W
W
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SS
SS SS SS SS SS SS SS SS SS SS SS
X X X X X X X X X X X
X
X X X X X X X X X X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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SS
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SS
SS
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AL
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MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8
LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
3 4" WATER SERVICE FROM
MATHEWS ST MAIN (TYP) FOR
LOTS 9 AND LOTS 11-15 WITH
CURB STOP AND WATER METER
EX 48" RCP STORM
EX 8" PVC W
EX FIRE HYDRANT
EX 6" DIP W
2" PRIVATE WATER SERVICE
FROM OAK ST MAIN FOR
LOTS 1-6 WITH CURB STOP
3 4" WATER SERVICE FROM
OAK ST MAIN FOR LOT 7
WITH CURB STOP AND
WATER METER
4" SAN SERVICE @ 2%
OFF OF 8" MAIN (TYP) TO
LOTS 1-7
EX TRANSFORMER (TO BE
RELOCATED TO NW CORNER OF
SITE) AND EASEMENT VACATED
EX 8" SAN
EX SAN MH (50' NORTH)
RIM=4979.81
8" PVC (S) INV=4969.26
8" PVC (NE) INV=4969.15
NEW TRANSFORMER
6" PRIVATE SAN SERVICE
TO LOTS 8-15 @ 5%
4" SAN SERVICE OFF OF 6" PRIVATE
SERVICE @ 2% (TYP) TO LOTS 8-15
6" SAN SERVICE @ 1%
3 4" WATER SERVICE FOR
LOTS 1-6 WITH CURB STOP
AND WATER METER
EX SAN MH
RIM=4980.77
8" PVC (W) INV=4972.04
8" PVC (S) INV=4972.02
8" PVC (N) INV=4971.88
EX STORM INLET
12" INV (S) = 4976.33
4" INV (N) = 4976.50
EX TELECOM VAULT
CONNECT 3 4" WATER
SERVICE FOR LOT 8
WITH EX CURB STOP
4' Ø SAN MH
6" INV W=4975.37
6" INV S=4975.57
4" INV E=4975.57
EX W SERVICE WITH CURB
STOP AND WATER METER
FOR LOT 10
6" SAN WET TAP
EX 8" INV=4970.13
UTILITY CROSSING
6" SAN INV=4974.84
15" HP INV=4978.37
UTILITY CROSSING
6" SAN INV=4975.02
4" PERF INV=4977.62
ELECTRIC METER
LOCATION
ELECTRIC METER
LOCATION
END 6" SHARED
SERVICE
C/O INV=4976.8
4" SAN SERVICE @ 2%
INNER CRITICAL
ROOT ZONE (TYP)
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o
.
c
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m
811
UTILITY PLAN
4
MPO
AGW
MPO
22-100-645-00
FEBRUARY 28, 2024
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
PRE
L
I
M
I
N
A
R
Y
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL STORM, SANITARY, AND WATER AS WELL AS POWER AND
OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT
THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER.
2. STORM SEWER PIPE SHALL BE RCP OR ADS HP WITH WATER TIGHT
JOINTS AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALL
STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS
(COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
4. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED
BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET
AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE
APPROVED BY THE COFC.
5. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5
FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
6. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS
OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS
SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
7. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF
GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS.
8. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
9. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
SS SS SS SS SS SS SS SS SS SS SS
X X X X X X X X X X X
X
X X X X X X X X X X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
MA
T
H
E
W
S
S
T
R
E
E
T
AL
L
E
Y
36" NYLOPLAST JUNCTION W/ GRATE
15" INV (N) = 4978.30
SUMP = 4975.0
RIM = 4981.57
6" ROOF INV = 4978.50
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8
LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
STORMTECH 160 LP (12X2)
BOTTOM ROCK = 4977.90
BOTTOM CHAMBERS = 4978.40
TOP CHAMBERS = 4979.40
TOP ROCK = 4979.90
MIN FG = 4981.07
6" ROOF DRAIN
FOR EAST BUILDINGSTRACT A
UE,DE,
PRIVATE AE
2'X3' CURB INLET
ADS NYLOPLAST
FL = 4981.20
12" INV= 4978.45
15" HP INV = 4977.50
9.0 LF 15" HP @ 4.4%
36" NYLOPLAST BASIN W/ WEIR
12" HP INV= 4978.00
15" HP INV=4977.55
4" HP INV = 4977.55
TOP OF WEIR = 4979.50
36" NYLOPLAST BASIN
12" HP INV=4978.40
15" HP INV = 4978.40 9.5 LF 15" HP @ 0.5%
12" INV = 4978.50
6" PVC INV = 4978.30
4" PERF INV = 4977.70
8" PVC INV = 4978.40
8" PVC INV = 4978.40
8"X12" INV = 4979.50
4" PERF INV = 4978.0
6" ROOF INV = 4979.50
4" PERF PVC @ 0.3%
(2) 17 LF 8" HP @ 0.5%
9.0 LF 12" HP @ 0.6%
12" ROOF DRAIN
FOR WEST BUILDINGS
18.0 LF 15" HP @ 0.6%
8" HP INV=4977.29 8" HP INV=4977.20
24" AREA INLET
W/ DOME GRATE
12" INV = 4978.60
GRATE= 4981.00
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.60
GRATE=4981.48
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.50
GRATE=4981.32
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4979.30
GRATE=4981.34
12" AREA INLET
W/ DOME GRATE
AND 8" LEADER
INV = 4978.90
GRATE=4981.34
18.0 LF 12" HP @ 0.5%
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
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811
UTILITY PLAN
STORM
5
MPO
AGW
MPO
22-100-645-00
FEBRUARY 28, 2024
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
PRE
L
I
M
I
N
A
R
Y
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL STORM, SANITARY, AND WATER AS WELL AS POWER AND
OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT
THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER.
2. STORM SEWER PIPE SHALL BE RCP OR ADS HP WITH WATER TIGHT
JOINTS AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALL
STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS
(COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
4. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED
BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET
AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE
APPROVED BY THE COFC.
5. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5
FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
6. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS
OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS
SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
7. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF
GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS.
8. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR
STANDARDS.
9. 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
IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
SS SS SS SS SS SS SS SS SS SS SS
X X X X X X X X X X X
X
X X X X X X X X X X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
EX 80.91
EX 81.56
EX 78.69
79.68
EX 78.61
AL
L
E
Y
EX 81.62 EX 81.13 EX 80.08
EX 79.88
EX 79.52
EX 80.69EX 80.90
EX 81.07
EX 81.35
EX 81.51
EX 81.54
EX 81.51
EX 81.42
EX 81.40
EX 81.18
EX 80.88
EX 80.75
EX 81.52
EX 81.47
EX 81.21
EX 81.50
81.59
81.80
81.60
81.20
81.31
81.20
77.20
81.64
81.80
81.75
80.80 80.80
81.56
81.80 81.60
81.20
81.70
81.30
81.21
81.08
80.92
81.68
81.68
81.68
81.68
81.70
81.68
81.56
81.52
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
FF=81.80
81.5281.57
81.56
81.66
77.50
81.4081.50
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
49
7
9
.
5
78.50
4979
81.30
78.99
79.10
80.51
80.71 80.71
81.30
81.50
EX CURB FL
OUTFALL=77.16
81.54 81.50
81.48
81.60
EXPOSED FOUNDATION
RETAINING WALL
RETAINING WALL
497
9
4978
.
5
49
7
7
.
5
49
7
8
49
7
8
.
5
49
7
9
4979
.
5
49
8
0
49
8
0
.
5
49
8
1
4
9
8
0
.
5
49
8
1
49
8
1
.
5
49
8
1
49
8
1
.
5
498
2
77.29
80.49
79.73
81.64
80.72
80.60
81.11
81.40
81.31
81.70
81.40
81.31
79.90 79.89
79.81 79.80
81.54
81.46
81.40
81.45
81.50
81.42
81.62
81.57
81.49
81.4281.52
81.59
81.58
81.64
81.70
81.75
81.00
78.40
79.11
79.19
79.31
79.47
79.50
79.50
79.01
79.01
79.6179.90
80.29
80.53
80.09
EX 80.10
EX 79.93 EX 79.82
80.90 80.96 80.96
81.80
81.80
79.50
81.79
81.59
81.66 81.63
81.56
81.56
81.57
81.68
81.52
81.68
81.75
81.75
81.75
81.76
81.79
81.79
81.35
79.50
79.50
79.50
79.50
80.00
80.00
80.00
80.00
81.12
81.5281.00
81.35
81.45
81.42
81.36
81.43
81.32
81.28
81.20
81.04
80.93
80.80
81.80
81.80
81.80EX 81.87
81.8081.51
79.41
79.41
79.38
79.22
79.28
EX 78.48
79.02
81.34
81.32
81.48
81.34
4
9
8
0
.
5
4980
49
8
1
.
5
49
8
1
.
5
498
1
.
5
4
9
8
1
.
5
498
1
.
5
49
8
0
.
5
4979.5
GRADING
PLAN
6
MPO
AGW
MPO
22-100-645-00
FEBRUARY 28, 2024
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
ww
w
.
w
i
l
s
o
n
c
o
.
c
o
m
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
PRE
L
I
M
I
N
A
R
Y
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
NOTES:
1. ALL GRADING SHALL BE CONFINED TO THE PROPERTY BEING
DEVELOPED OR ADJACENT PUBLIC RIGHT-OF-WAY. NO GRADING SHALL
BE DONE OUTSIDE OF PROPERTY LINES UNLESS OTHERWISE SHOWN.
2. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDE3WALKS, 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.
811
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
EXISTING MAJOR CONTOUR
LEGEND
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
XX.XX PROP SPOT ELEVATION (FT)
EX SPOT ELEVATION (FT)
EB
RD
RD
SCB
W
AC SCBRD
TEL
TEL
TEL
E
SCBSCB
RD
P
E
E
RD
RD
SCB
G
W
W
W
W
FI
B
E
R
SS
SS SS SS SS SS SS SS SS SS SS SS
X X X X X X X X X X X
X
X X X X X X X X X X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
4981.5
4
9
8
1
49
7
7
.
5
497
8
4978.
5
49
7
9
4979.5
4979.5
49
8
0
49
8
0
.
5
STORMTECH 160 LP (12X2)
MA
T
H
E
W
S
S
T
R
E
E
T
E OAK STREET
AL
L
E
Y
MCINTYRE HOUSE
LOT 26, BLOCK 131
ORIGINAL TOWN
GARAGE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7 LOT 8 LOT 9
LOT 10
LOT 11
LOT 15
LOT 14
LOT 13
LOT 12
LOT 17-18, BLOCK 131
ORIGINAL TOWN
EAST 1/2 OF LOTS
19-22, BLOCK 131
ORIGINAL TOWN
LOT 7-16, BLOCK 131
ORIGINAL TOWN
TRACT A
UE,DE,
PRIVATE AE
4
9
8
1
498
1
.
5
49
8
1
.
5
498
1
.
5
4
9
8
1
.
5
49
8
1
.
5
4981 4980.5 49804981.5
4
9
8
1
.
5
49
8
1
.
5
4979
4978.5
4
9
7
8
.
5
4
9
7
9
4
9
7
9
.
5
49
7
9
.
5
DRAINAGE
PLAN
7
MPO
AGW
MPO
22-100-645-00
FEBRUARY 28, 2024
40
6
5
S
A
I
N
T
C
L
O
U
D
D
R
I
V
E
,
S
U
I
T
E
2
0
1
LO
V
E
L
A
N
D
,
C
O
8
0
5
3
8
PH
O
N
E
:
9
7
0
-
8
3
4
-
6
3
6
4
ww
w
.
w
i
l
s
o
n
c
o
.
c
o
m
DRAWN BY:
CHECKED BY:
DATE:
DE
S
C
R
I
P
T
I
O
N
DA
T
E
PR
O
P
E
R
T
Y
O
W
N
E
R
SE
A
L
PR
O
J
E
C
T
N
A
M
E
PROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE
RE
V
.
BY
EA
S
T
O
A
K
T
O
W
N
H
O
M
E
S
SU
B
D
I
V
I
S
I
O
N
PRE
L
I
M
I
N
A
R
Y
S
U
B
M
I
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
CC
C
D
E
V
E
L
O
P
M
E
N
T
22
1
E
O
A
K
S
T
.
U
N
I
T
A
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
811
EXISTING MAJOR CONTOUR
BASIN COEFFICIENT (100-YR)
DRAINAGE BASIN AREA
DRAINAGE BASIN NUMBER
DESIGN POINT
PROPOSED DRAINAGE BASIN DIVIDE LINE
FLOW PATH
LEGEND
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR