HomeMy WebLinkAbout209 CHERRY STREET - MIXED USE - PDP230006 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
COVER
1
MPO
AGW
MPO
22-100-356-00
JULY 19, 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
JULY 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
EXISTING RIGHT-OF-WAY/LOT LINE
EXISTING FLOWLINE, CURB & GUTTER
EXISTING 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
811
ARCHITECT
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 80522700 Wood Street
TELEPHONE SERVICE
Century Link3702 Automation Dr, Suite 106Fort Collins, Colorado 80525
Contact: Engineering Office
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Contact: Stephanie RichFort Collins, Colorado 80525UTILITIES ENGINEER
Wes LamarquePh. 970.416.2418
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER
EXISTING CONDITIONS AND DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
UTILITY PLAN
GRADING PLAN
DRAINAGE PLAN
Luke UnruhPh. 970.416.2724
1
2
3
4
5
6
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PRELI
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A
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S
U
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MI
T
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NOT F
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CONS
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 80524PROPOSED RIGHT-OF-WAY/LOT LINE
PROPOSED EASEMENT LINE
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
GASGAS
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
EX 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 STREETEX 10' 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=4973.5 (36" RCP PER PLAN)
EXISTING 18" RCP INV (N)=4978.11 (TO BE REMOVED)
STORM GRATE
RIM=4980.61
CONCRETE CULVERT=4973.70
STORM GRATE
RIM=4980.77
CONCRETE CULVERT=4973.51
EX 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
ANY TIME" 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)EX 10'UECOSNER FINANCIAL
GROUP LLLC
OLD TOWN FLATS
LOT 1
MAPLE STREET
EX 100' ROWHOWES STREETEX 100' ROW
STORM MANHOLE
RIM=4980.12
INV=4976.74 (SW)EX 100' ROWPENNY FLATS SUBTRACT A UE, DE, PESAN 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" SIGN49844983498249814
9
8
1
4
9
8
5
498449814
9
8
2
4983
49844985
EX "RAILROAD
CROSSING" SIGN
XCEL ENERGY
EX FIRE HYDRANT
ASSEMBLY
EX "MEDIAN DIVIDED
ROAD" SIGN
SAWCUT
SAWCUT
STRIPING IN RED SHALL
BE REMOVED EITHER
WITH THE PAVEMENT
REMOVAL OPERATION, OR
BY SANDBLASING IN
AREAS WHERE PAVEMENT
IS TO REMAIN
REMOVE EXISTING
SIDEWALK
REMOVE EX
ASPHALT
LIMITS OF EX W REMOVAL
ABANDONDED
RAILROAD EQUIPMENT
TO BE REMOVED
ABANDONDED RAILROAD
EQUIPMENT 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
SAWCUT
EX "STOP"
SIGN
EX FIRE HYDRANT
EX DOG WASTE
STATION
EX 30"X48"
BOX CULVERT
EX 6" DIP WATER
EX CURB, GUTTER
AND WALK TO BE
REMOVED 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
JULY 19, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRELI
MI
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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
GASGAS
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
GASGAS
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
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S
W
W
S
S
SEX 100' ROWEX 100' ROW
EX 100' ROW
EX 10'UEEX 100' ROWEX 10' UE, DE, PEEX 25'
UE, DE,
PE
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
CHERRY STREET
NORTH MASONSTREETCOSNER FINANCIAL
GROUP LLLC
OLD TOWN FLATS
LOT 1
MAPLE STREETHOWES STREETSAWCUT
SAWCUT
7.5' WALK7' WALKSTEPS OUT
OF UNIT
CONNECT TO
EXISTING WALK
CONNECT TO
EXISTING WALK
PROPERTY
BOUNDARY
PROP
5' DE
SW CHASE
2' CONC PAN
R=25'
R=50'
R=25'DIRECTIONAL ACCESS RAMP
10' DRIVEWAY APPROACH
LCUASS TYPE II
9.4'WALK7.5' WALK
R=10'
R=10'
32.2'
10'
WALK
17.7'
SAWCUT
PROP DE
12" SPILL CURB
TRANSITION FROM CATCH TO SPILL CURB
24" CATCH CURB
R1-5L
YIELD TO PEDESTRIANS
24" CATCH CURB
PROPOSED
DOUBLE YELLOW
STRIPING
PROPOSED BIKE
LANE STRIPING
EXISTING STRIPING
R3-2
NO LEFT TURN
SAWCUT
PROPOSED CROSSWALK
HERE
YIELD
TO
PROPOSED
PARKING STRIPING
PROPOSED STOP BAR
PROPOSED
PARKING STRIPING
PENNY FLATS SUBTRACT A UE, DE, PETRANSITION FROM CATCH TO SPILL CURB
7'
12'4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comHORIZONTAL
CONTROL PLAN
3
MPO
AGW
MPO
22-100-356-00
JULY 19, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRELI
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MI
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NTRIBE DEVELOPMENT244 N COLLEGE AVESUITE 130FORT COLLINS, CO 80524NOTES:
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.
3. BNSF RAILWAY CALL BEFORE YOU DIG NUMBER 1-800-533-2891.
811
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
GASGAS
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
GASGAS
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
SEX 100' ROWEX 100' ROW
EX 100' ROW
EX 10'UEEX 100' ROWEX 10' UE, DE, PEEX 25'
UE, DE,
PE
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
CHERRY STREET
NORTH MASONSTREETEX STORM MH
RIM=4985.10
BOTTOM OF BOX=4970.35
EX 12" CIP WATER
XCEL ENERGY LINE
EX STORM GRATES
RIM=4980.61
EX 30"X48" BOX RCP=4973.70
EX STORM GRATE
EX 6" DIP WATER
CFC ELECTRIC
FTC FIBER
ZAYO FIBER
FORT COLLINS FIBER
XCEL ENERGY
CATTV
CFC ELECTRIC
CFC ELECTRIC
COSNER FINANCIAL
GROUP LLLC
OLD TOWN FLATS
LOT 1
MAPLE STREETHOWES STREETCROSS WALK LIGHT
RAILROAD LIGHT
RAILROAD LIGHT
XCEL ENERGY
EX FIRE HYDRANT
ASSEMBLY
EX 48" RCP STORM
EX 18" RCP STORM
EX 18" RCP STORM
EX 36" RCP STORM
EX 15" RCP STORM
EX 48" RCP STORM
SAWCUT
SAWCUT
3" METER PIT 3/4" METER PIT
6"X6" TEE W/ TB AND 6" GV
23 LF 6" FIRE
SERVICE
11.1 LF 3 4"
IRRIGATION TAP
42 LF 6" W
6" 45° BEND W/ TB
14.6 LF 6" W
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 MH INVERT
STEPS OUT
OF UNIT
PROPERTY
BOUNDARY
INV PRIVATE SAN
SERVICE=4972.34
PROP
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
EX STORM INLET
RIM=4981.74
INV=4973.5 (EX 36" RCP PER PLAN)
PROPOSED 18" INV (W)=4978.0
SW CHASE
2' CONC PAN
6"X6" TEE W/ TB AND 6" GV
11.1 LF 6" W
FIRE HYDRANT
ASSEMBLY
EX STORM MH
RIM=4981.40
INV=4972.60 (S) (36" RCP)
INV=4972.31 (SE) (18" RCP)
INV=4971.79 (NW) (48" RCP)
PROP 15" INV=4977.8
(CORE DRILL
CONNECTION)
EX 30"X48" BOX
CULVERT
EX STORM MH
RIM=4983.18
INV=4978.33 (E) (18" RCP)
INV=4974.13 (N) (36" RCP)
INV=4974.03 (S) (36" RCP)
EX STORM MH
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)
EX STORM MH
RIM=4982.04
INV=4971.47 (E) (48" RCP)
INV=4969.84 (W) (48" RCP)
EX STORM MH
RIM=4981.68
INV=4971.57 (SE) (48" RCP)
INV=4971.41 (W) (48" RCP)
EX STORM MH
RIM=4983.77
INV=4979.77 (W) (12" RCP)
INV=4974.27 (N) (36" RCP)
INV=4974.22 (S) (36" RCP)
23 LF 3" RESIDENTIAL
WATER SERVICE
STORM MANHOLE
STORM MANHOLE
RIM=4980.56
INV=4974.88 (E) (18" RCP)
INV=4972.37 (W) (18" RCP)
EX 36" RCP
STORM
EX 12" RCP
STORM
EX 18" RCP STORM
EX 36" RCP STORM
EX 36" RCP STORM
EX 48" RCP
STORM
CITY OF FORT COLLINS
CURB INLET (DETAIL D-43)
CURB FL=4981.07
INV=4978.0 (N)
24 LF 15" ADS HP
STORM @ S=1%
PROP DEPENNY FLATS SUBTRACT A UE, DE, PE4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comUTILITY PLAN
4
MPO
AGW
MPO
22-100-356-00
JULY 19, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRELI
MI
N
A
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S
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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 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.
10. SEE HORIZONTAL CONTROL PLAN FOR STRIPING.
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
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
CHERRY STREET
NORTH MASON STREETOLD TOWN FLATS
LOT 1
SAWCUT
SAWCUT
PROP
5' DE
PROPERTY BOUNDARY
EX 5'X16' BOX
CULVERT
4983
4984
4982
4984498549854985498549854
9
8
5
4
9
8
4
4982
498149814983498449854986498549864985
49834982
498
1
4982
4983
4984
4
9
8
2
4
9
8
3
4984498481.45
83.79
81.38
82.09
82.04
82.77 81.43
81.23 81.18
80.81
81.37
81.56
81.60
81.24
81.30
81.51
81.80
85.58
82.25
82.3382.6183.27 83.11
84.91
84.74
81.44
81.17
81.88
81.60
81.70
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
82.52
83.12
82.33
81.79
81.69
81.61
81.25
81.12
81.69
81.61
82.27
81.66
81.9083.50 83.5083.50
82.40
82.40
82.07
82.27
81.35
81.25 81.54
81.60
82.06 82.00
81.95
81.50
81.44
81.42
81.07
81.22
81.78
81.31
81.15
81.98
82.03
81.3082.40
82.40
82.40
82.40
82.54
82.60
82.60
82.44
82.71 82.55
83.36
83.47
82.75 81.92
81.74
81.79
81.95
81.84
81.73
81.79
81.90
81.65
82.28
81.58
81.50
82.36
82.82
81.80
84.65
84.8184.83
84.7884.78
84.73
84.7484.86
84.9584.95
84.88 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 85.40
85.28
83.49
83.50
82.79
82.38
82.50
81.37
81.47
81.37
82.35
82.34
81.95
81.87
84.78
82.18
82.18
82.20
82.37
2' CONCRETE PAN
SW CHASE
FF=82.4
FF=85.4
FF=85.4
FF=85.4
FF=82.4
FF=84.8FF=84.95
FF=85.4FF=85.4
FF=85.4
FF=84.95
FF=82.4
SPILL CURB
SPILL CURB
EX 25'
UE, DE,
PE
EX 10' UE, DE, PEEX 100' ROWEX 100' ROW81.26
81.99
81.93
80.99
81.58 81.6081.54
FF=
81.9
81.96
82.13
81.99
82.06
81.46
81.39
82.10
81.83
81.28
81.48
81.91
82.34 82.07 81.81
82.00 81.47
81.96
82.50
82.50
82.06
82.40
82.50
82.56
82.65
82.40
81.4381.64
82.69
PROP DE
82.83
82.9983.05
82.83
83.30
83.27
82.18
NO CROSS SLOPES
MORE THAN 2%
85.35PENNY FLATS SUB TRACT A UE, DE, PE4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comGRADING
PLAN
5
MPO
AGW
MPO
22-100-356-00
JULY 19, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYLOT 1 PENNY FLATSSUBDIVISION, SECONDREPLATPRELI
MI
N
A
R
Y
S
U
B
MI
T
T
AL
NOT F
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CONS
T
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TI
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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.
811
XXXXXXXXXFO
RD
RD
S
SS
W
S
W
W
S
S
S
49
8
5 498449824
9
8
1
498
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
CHERRY STREET
NORTH MASON STREET10' UE, DE, PEPROP
5' DE
4983
49844985
4985
4
9
8
5
4
9
8
4 49824982
EX STORM MH
RIM=4982.04
INV=4971.47 (E) (48" RCP)
INV=4969.84 (W) (48" RCP)
EX STORM MH
RIM=4985.10
BOTTOM OF BOX=4970.35
EX STORM MH
RIM=4981.68
INV=4971.57 (SE) (48" RCP)
INV=4971.41 (W) (48" RCP)
EX STORM MH
RIM=4981.40
EX INV=4972.60 (S) (36" RCP)
EX INV=4972.31 (SE) (18" RCP)
EX INV=4971.79 (NW) (48" RCP)
INV=
EX 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)
EX STORM GRATES
RIM=4980.61
CONC CULVERT=4973.70
EX STORM GRATE
RIM=4980.77
CONC CULVERT=4973.51
EX STORM MH
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' CONC PAN
4984.67
EX 5'X16' BOX CULVERT
(HOWES STREET
OUTFALL
EX 25'
UE, DE,
PE
EX 100' ROWEX 100' ROWCITY OF FORT COLLINS
CURB INLET (DETAIL D-43)
CONNECT 15" RCP
TO EX MH
PROP DEPENNY FLATS SUBTRACT A UE, DE, PEENCLOSURE
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=4978.5REQUIRED 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=4983.50
CONC WALK
SOUTH OF WALL
DRAINAGE
PLAN
6
MPO
ES
ES
22-100-356-00
JULY 19, 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.BYPRELI
MI
N
A
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S
U
B
MI
T
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NOT F
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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, SECONDREPLAT811