HomeMy WebLinkAbout209 CHERRY STREET - MIXED USE - PDP230006 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE
COVER
1
MPO
AGW
MPO
22-100-356-00
MARCH 8, 20234065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comDRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATVICINITY MAP
SCALE: 1"=500'
UTILITY PLANS FOR:
LOT 1
PENNY FLATS SUBDIVISION, SECOND REPLAT
LOCATED IN THE NORTHEAST QUARTER OF SECTION 11,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MARCH 2023
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BLDG BUILDING
BOV BLOW OFF VALVE
BW 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
ENV ENVELOPE
ES EMERGENCY SPILLWAY
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
FH FIRE HYDRANT
FL FLOWLINE
GB GRADE BREAK
GD GROUND
GV GATE VALVE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PAE PUBLIC ACCESS EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
SDMHSTORM DRAIN MANHOLE
STA STATION
STM STORM SEWER
TC TOP OF CONCRETE
TB THRUST BLOCK
TBW TOP BACK OF WALK
TOF TOP OF FOUNDATION
TW 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
ABBREVIATION LIST
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
LEGEND
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
RIGHT-OF-WAY LINE
EXISTING FLOWLINE, CURB & GUTTER
EASEMENT LINE
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
EXISTING STREET LIGHT
EXISTING EDGE OF ASPHALTIIIIIIIIIIIIIIIIII
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.
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #1-13
BEING A CITY OF FORT COLLINS ALUMINUM CAP, IN CONCRETE TRAFFIC SIGNAL BASE AT THE INTERSECTION OF
COLLEGE AVE. AND MAPLE ST.
ELEVATION=4979.75
BENCHMARK # 1-12
SOUTHEAST CORNER OF LAPORTE AVE. AND WHITCOMB ST., ON A STORM INLET ON WHITCOMB ST.
ELEVATION=5004.15
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'.
INDEX OF SHEETS
Sheet No.Description of Sheets
811ARCHITECT
VFLA
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
PH. 970.224.1191
Contact: Chris Aronson
PLANNER
Russell + Mills
506 S College Ave, Suite A
Fort Collins, CO 80524
PH. 303.709.0704
Contact: Nathan Starck
ENGINEER
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6365
Contact: Mike Oberlander
SURVEYOR
Majestic Surveying, LLC
1111 Diamond Valley Dr #104
Windsor, Colorado 80550
PH. 970.833.5698
Contact: Steven Parks
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
Matt Simpson
Ph. 970.416.2754
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER
EXISTING CONDITIONS AND DEMOLITION PLAN
UTILITY AND HORIZONTAL CONTROL PLAN
GRADING PLAN
DRAINAGE PLAN
Luke Unruh
Ph. 970.416.2724
1
2
3
4
5
................................
................................
................................
................................
................................
PRE
LI
MI
N
A
R
Y
S
U
B
MI
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
TI
O
N
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED TELEPHONE
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
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)TRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524
IIIIIIIIIIIIGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
XXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS
GASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS
GASGAS
GASGASGASGASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS GAS GAS
GASI
I
I
I
I
I
IIIII
IIIIIII
IIIIII
IIIIII
IIIIII
IIIIII
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS
ET FO
RD
RD
FO
E
SWO FO FO E E
E
S
SS
W
S
S
S
W
W
S
S
S
LOT 9, BLOCK 33
LOT 10, BLOCK 33
LOT 11-14, BLOCK 33
PENNY FLATS, FTC
LOT 3
PENNY FLATS SUB
LOT 1A
PENNY FLATS SUB
LOT 1B
MORNINGSTAR, FTC
LOT 1, BLOCK 23
25' UE,
DE, PE
STORM MANHOLE
RIM=4982.04
INV=4971.47 (E) (48" RCP)
INV=4969.84 (W) (48" RCP)CHERRY STREET
NORTH MASON STREET10' UE, DE, PESTORM MANHOLE
RIM=4985.10
BOTTOM OF BOX=4970.35
STORM MANHOLE
RIM=4986.16
INV=4971.60 (SW) (48" RCP)
INV=4971.46 (E) (48" RCP)
STORM MANHOLE
RIM=4981.68
INV=4971.57 (SE) (48" RCP)
INV=4971.41 (W) (48" RCP)
STORM MANHOLE
RIM=4981.40
INV=4972.60 (S) (48" RCP)
INV=4972.31 (SE) (18" RCP)
INV=4971.79 (NW) (48" RCP)
STORM MANHOLE
RIM=4980.56
INV=4974.88 (E) (18" RCP)
INV=4972.37 (W) (18" RCP)
EX 12" CIP WATER
XCEL ENERGY LINE
REMOVE STORM MANHOLE
RIM=4982.16
INV=4978.44 (SE) (18" RCP)
STORM INLET
RIM=4981.74
INV=4978.11 (N) (18" RCP)
INV=4973.5 (36" RCP PER PLAN)
STORM GRATE
RIM=4980.61
CONCRETE CULVERT=4973.70
STORM GRATE
RIM=4980.77
CONCRETE CULVERT=4973.51
EX 6" DIP WATER
100' ROW
CFC ELECTRIC
FTC FIBER
ZAYO FIBER
FORT COLLINS FIBER
XCEL ENERGY
CATTV
CFC ELECTRIC
CFC ELECTRIC
REMOVE EX "NO TRESPASSING" AND
"NO CONSTRUCTION PARKING" SIGN
REMOVE EX "NO TRESPASSING"
AND "NO CONSTRUCTION
PARKING" SIGN
REMOVE EX "BIKE
LANE" SIGN
EX "BIKE LANE" SIGN
REMOVE EX "PRIVATE
PROPERTY" SIGN
REMOVE EX "PRIVATE
PROPERTY" SIGN
REMOVE EX "NO
TRESPASSING" SIGN
EX "PEDESTRIAN
CROSSING" SIGN
EX "PEDESTRIAN
CROSSING" SIGN
REMOVE EX "YIELD TO
PEDESTRIAN" SIGN
REMOVE ABANDONED
INLET AN ANY ASSOCIATED
STORM PIPING
EX "PRIVATE
PROPERTY" SIGN
STORM MANHOLE
RIM=4983.18
INV=4978.33 (E) (18" RCP)
INV=4974.13 (N) (36" RCP)
INV=4974.03 (S) (36" RCP)
STORM MANHOLE
RIM=4983.77
INV=4979.77 (W) (12" RCP)
INV=4974.27 (N) (36" RCP)
INV=4974.22 (S) (36" RCP)
EX "NO PARKING"
SIGN
STORM MANHOLE
RIM=4985.74
INV=4979.48 (E) (15" RCP)
INV=4981.77 (S) (15" RCP)
INV=4975.57 (S) (36" RCP)
INV=4975.33 (N) (36" RCP)
STORM MANHOLE
RIM=4985.36
INV=4981.92 (N) (15" RCP)
SAN MANHOLE
RIM=4985.62
INV=4971.42 (W) (12" CLAY)
INV=4970.67 (E) (12" CLAY)10'UECOSNER FINANCIAL
GROUP LLLC
OLD TOWN FLATS
LOT 1
MAPLE STREET
100' ROWHOWES STREET100' ROW
STORM MANHOLE
RIM=4980.12
INV=4976.74 (SW) (12" RCP)100' ROWPENNY FLATS SUBTRACT ASAN MANHOLE
RIM=4986.67
INV=4978.78 (N) (8" PVC)
INV=4978.74 (E) (8" PVC)
INV=4978.67 (S) (8" PVC)
INV=4978.62 (W) (8" PVC)
REMOVE "FUTURE
DEVELOPMENT
SITE" SIGN
CROSS WALK LIGHT
RAILROAD LIGHT
RAILROAD LIGHT
EX "NO LEFT
TURN" SIGN498449834982498149814985498449814
9
8
2
4983
49844985
EX "RAILROAD
CROSSING" SIGN
XCEL ENERGY
EX FIRE HYDRANT
ASSEMBLY
EX "MEDIAN DIVIDED
ROAD" SIGN
SAWCUT
SAWCUT
SAWCUT
REMOVE STRIPING
REMOVE EXISTING
SIDEWALK
REMOVE EX
ASPHALT
LIMITS OF EX W
REMOVAL
CONCRETE STRUCTURE
TO BE REMOVED
UNKNOWN BOX TO BE
REMOVED
EX WATER METER
REMOVE 60.88 LF OF
18" RCP
REMOVE AND REPLACE
CONCRETE CROSSWALK AFTER
SEWER CONSTRUCTION. MATCH
CONCRETE COLORS AND
STAMPS
PROPERTY BOUNDARY
REMOVE EX TREE
EX 5'X16' BOX
CULVERT 4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comGENERAL 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.
EXISTING
CONDITIONS AND
DEMOLITION PLAN
2
MPO
AGW
MPO
22-100-356-00
MARCH 8, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRE
LI
MI
N
A
R
Y
S
U
B
MI
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
TI
O
NTRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524811
GASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
XXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS
GASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS
GASGAS
GASGASGASGASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS GAS GAS
GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS
ET FO
RD
RD
FO
E
SWO FO FO E E
E
S
SS
W
S
S
S
W
W
S
S
S
GASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
XXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS
GASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS
GASGAS
GASGASGASGASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS GAS GAS
GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS
GAS GAS GAS GAS
GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS
ET FO
RD
RD
FO
E
SWO FO FO E E
E
S
SS
W
S
S
S
W
W
S
S
S
UP UP
UP
UP
UP
UP
LOT 9, BLOCK 33
LOT 10, BLOCK 33
LOT 11-14, BLOCK 33
PENNY FLATS, FTC
LOT 3
PENNY FLATS SUB
LOT 1A
PENNY FLATS SUB
LOT 1B
MORNINGSTAR, FTC
LOT 1, BLOCK 23
25' UE,
DE, PE
CHERRY STREET
NORTH MASON STREET10' UE, DE, PEEX STORM MANHOLE
EX 12" CIP WATER
XCEL ENERGY LINE
EX STORM GRATE
EX STORM GRATE
EX 6" DIP WATER
100' ROW
CFC ELECTRIC
FTC FIBER
ZAYO FIBER
FORT COLLINS FIBER
XCEL ENERGY
CATTV
CFC ELECTRIC
CFC ELECTRIC
10'UECOSNER FINANCIAL
GROUP LLLC
OLD TOWN FLATS
LOT 1
MAPLE STREET
100' ROWHOWES STREET100' ROW 100' ROWTRACT ACROSS WALK LIGHT
RAILROAD LIGHT
RAILROAD LIGHT
XCEL ENERGY
EX FIRE HYDRANT
ASSEMBLY
EX 48" RCP STORM
EX 18" RCP STORM
EX 12" RCP STORM
EX 36" RCP STORM
EX 15" RCP STORM
EX 48" RCP STORM
SAWCUT
SAWCUT
3" METER PIT 1" METER PIT
3/4" METER PIT
6"X6" TEE W/
TB AND 6" GV
23 LF 1" COMMERCIAL
WATER SERVICE
23 LF 6" FIRE
SERVICE
9.4 LF 3 4" IRRIGATION
TAP
23 LF 3" RESIDENTIAL
WATER SERVICE
42 LF 6" W
6" 45° BEND W/ TB
14.6 LF 6" W
9' WALK
INSTALL 4'Ø MH
RIM=4982.21
INV (S)=4972.00
INV (W)=4972.20
249.9 LF 8" PVC SAN
@0.40%
CONNECT NEW 8" SEWER MAIN TO EX MH
EX INV (W)= 4971.42 (12" CLAY)
EX INV (E)=4970.67 (12" CLAY)
PROPOSED INV (N)=4971.00
CORE DRILL AND GROUT CONNECTION.
REBUILD MANHOLE INVERT6' WALKSTEPS OUT
OF UNITCONNECT TO
EXISTING WALK
CONNECT TO
EXISTING WALK
PROPERTY
BOUNDARY
INV PRIVATE SAN
SERVICE=4972.34
5' DE
CONNECT TO EX W
WITH 45° BEND AND TB
CONNECT TO EX W
18" HDPE SAND
FILTER OUTLET
CONNECT 18" HDPE
TO EX INLET
PROPOSED
SAND FILTER
UTILITY CROSSING
INV EX 36" RCP=4973.61(EST.)
BOTTOM EX 36" RCP=4973.28 (EST.)
INV PROP 8" SAN=4972.25
TOP PROP 8" SAN=4972.92
34.4 LF 8" PVC PRIVATE
SAN SERVICE @0.4%
EX 5'X16' BOX
CULVERT
STORM INLET
RIM=4981.74
INV=4978.11 (N) (18" RCP)
INV=4973.5 (36" RCP PER PLAN)
SW CHASE
2' CONCRETE PAN
CDOT BOX BASE MANHOLE
ON EX 36" RCP W/ TYPE 13
AREA INLET AT FLOWLINE
6"X6" TEE W/ TB AND 6" GV
6.6 LF 6" W
FIRE HYDRANT
ASSEMBLY 4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comUTILITY AND
HORIZONTAL
CONTROL PLAN
3
MPO
AGW
MPO
22-100-356-00
MARCH 8, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRE
LI
MI
N
A
R
Y
S
U
B
MI
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
TI
O
NTRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524NOTES:
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 N-12 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.
811
GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
XXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GASGASGASGASGAS GASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
GAS GAS
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GAS GAS GAS GAS
ET FO
RD
RD
E
S
SS
W
S
S
S
W
W
S
S
S
UP UP
UP
UP
UP
UP
TRACT ALOT 9, BLOCK 33
LOT 10, BLOCK 33
LOT 11-14, BLOCK 33
PENNY FLATS, FTC
LOT 3 PENNY FLATS SUB
LOT 1A
PENNY FLATS SUB
LOT 1B
MORNINGSTAR, FTC
LOT 1, BLOCK 23
25' UE, DE, PE
CHERRY STREET
NORTH MASON STREET10' UE, DE, PE100' ROW
OLD TOWN FLATS
LOT 1100' ROWSAWCUT
SAWCUT
5' DE
PROPERTY BOUNDARY
EX 5'X16' BOX
CULVERT
4983
4984
4
9
8
2
4984498549854985498549854985
4
9
8
4 49824982
498149814983498449854986
49854986498549834982
49
8
1
4982
4983
4984
498249834984498481.45
83.79
81.38
82.10
82.05
82.77
82.50 82.21
81.43
81.23 81.18
80.81
81.37
81.56 81.60
81.25
81.31
81.56
81.85
81.98
85.58
82.25
82.3382.6183.27 83.11
84.91
84.74
81.45
81.38
81.92
81.65
81.75
83.20
80.89
85.77
85.91
84.50
84.41
84.34
84.27
84.22
84.14
84.05
83.99
83.89
83.79
82.80
82.28
82.71
82.22
82.48 82.07
82.33 81.95
81.66
81.54
81.66
81.54
81.66
81.54
82.25
82.13
82.4082.05 82.0482.05 82.4082.40
82.1582.13
81.58
81.48 81.50
81.53
81.96
81.91
81.91
81.44
81.41
81.38
81.50
81.41
81.62
81.47
81.7282.40
82.40
81.8382.40
82.50
82.50
82.50
82.50
82.61
82.50
82.44
82.52 82.35
83.62
83.45
83.47
82.59 81.94
81.77
81.81
81.85
81.94
81.87
81.93
81.89
81.81
81.72
81.87
82.37
81.64
81.82
81.57
82.37
81.82
83.38
82.76
84.65
84.8184.83
84.7884.78
84.73
84.74
84.86
84.9584.95
84.98 84.8285.45
85.35
85.40
84.81
85.40
85.40
85.40
85.40
85.40
85.40
85.40
84.91
84.85
84.85
84.90
84.90
84.86
84.77
84.74
85.40
84.94
84.28 84.76
83.91
83.19
83.50
82.79
81.97
82.32
82.50
81.38
81.66
81.55
82.32
82.32
82.33
82.22
84.78
82.37
82.38
82.17
82.19
82.21
82.37
R=25'
R=25'
R=25'
R=10'
R=10'
R=10'
R=10'
2' CONCRETE PAN
SW CHASE
FF=82.4
FF=85.4
FF=85.4
FF=85.4
FF=85.4
FF=82.5
FF=84.8FF=84.95
FF=85.4FF=85.4
FF=85.4
FF=84.95
FF=82.5
FF=82.4
SPILL CURB
SPILL CURB 4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.com811
GRADING
PLAN
4
MPO
AGW
MPO
22-100-356-00
MARCH 8, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRE
LI
MI
N
A
R
Y
S
U
B
MI
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
TI
O
NTRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524NOTES:
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.
XXXXXXXXXFO
RD
RD
S
SS
W
S
W
W
S
S
S
UP UP
UP
UP
UP
UP
4
9
8
5 498449824
9
8
1
49
8
1
4982
49834984498549814
9
8
2
4983498549844984LOT 9, BLOCK 33
LOT 10, BLOCK 33
LOT 11-14, BLOCK 33
PENNY FLATS, FTC
LOT 3
PENNY FLATS SUB
LOT 1A
PENNY FLATS SUB
LOT 1B
25' UE, DE, PE
CHERRY STREET
NORTH MASON STREET10' UE, DE, PE100' ROWTRACT A5' DE
4983
49844985
4985
49854
9
8
4 4983498249824
9
8
2
EX STORM MANHOLE
RIM=4982.04
INV=4971.47 (E) (48" RCP)
INV=4969.84 (W) (48" RCP)
STORM MANHOLE
RIM=4985.10
BOTTOM OF BOX=4970.35
EX STORM MANHOLE
RIM=4981.68
INV=4971.57 (SE) (48" RCP)
INV=4971.41 (W) (48" RCP)
EX STORM MANHOLE
RIM=4981.40
INV=4972.60 (S) (36" RCP)
INV=4972.31 (SE) (18" RCP)
INV=4971.79 (NW) (48" RCP)
EX STORM INLET
RIM=4981.74
EX INV=4978.11 (N) (18" RCP)
EX INV (EST.)=4973.5 (36" RCP)
PROP INV=4978.5 (18" HDPE)
EX STORM GRATES
RIM=4980.61
CONCRETE CULVERT=4973.70
EX STORM GRATE
RIM=4980.77
CONCRETE CULVERT=4973.51
STORM MANHOLE
RIM=4983.18
INV=4978.33 (E) (18" RCP)
INV=4974.13 (N) (36" RCP)
INV=4974.03 (S) (36" RCP)
PROPOSED SAND FILTER
PROPOSED
SW CHASE
PROPOSED
2' CONCRETE PAN
PROPOSED TYPE 13 INLET
ON CDOT BOX BASE
4984.67
EX 5'X16' BOX CULVERT
(HOWES STREET
OUTFALL
ENCLOSURE
WALL
8" COURSE AGGREGATE
18" OF SAND FILTER
MATERIAL
TOP=4980.5
36" PONDING ABOVE SAND FILTER MEDIA
4983.5
18" HDPE OUTLET PIPE
INV=4978.5
REQUIRED FLAT SURFACE AREA = 350 SF
REQUIRED VOLUME = 933 CF (7,000 GALLONS)
4" DIAMETER PERFORATED
PVC UNDERDRAIN
4978.3
BOTTOM SLAB
24" NYLOPLAST OVERFLOW INLET
W/ DOME GRATE
4983.5 RIM
4984.5 SPILLWAY NOTCH
TOP OF EAST WALL
4985.5 TOP OF WALL
SOUTH AND WEST
EX MASON STORM INLET
RIM=4981.74
EX INV=4978.11 (N) (18" RCP)
EX INV (EST.)=4973.5 (36" RCP)
PROP INV=4978.0 (18" HDPE)
SAND FILTER
N.T.S.
20.6 LF 18" HDPE OUTLET PIPE
TO MASON STORM INLET
TOP OF
WALK=4984.67
TOP OF
WALK=4984.67
CONCRETE WALK
SOUTH OF WALL
DRAINAGE
PLAN
5
MPO
ES
MPO
22-100-356-00
MARCH 8, 20234065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comDRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BY811
PRE
LI
MI
N
A
R
Y
S
U
B
MI
T
T
A
L
NOT
F
O
R
CON
S
T
R
U
C
TI
O
N
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
TRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524LOT 1 PENNY FLATSSUBDIVISION, SECONDREPLAT