HomeMy WebLinkAboutHULL ORCHARDS - PDP230002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSW DRAKE RD
S TAFT HILL RDHULL ST
FISCH DR
HYLINE DR
KINNISON DR
W SWALLOW RD
SITE
DUNB
A
R A
VE
COVER
1
MPO
AGW
MPO
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONTHE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202VICINITY MAP
Scale: 1"=500'
UTILITY PLANS FOR:
HULL ORCHARDS SUBDIVISION
A TRACT OF LAND LOCATED IN THE WEST HALF OF THE NORTHWEST
QUARTER OF SECTION 27, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JANUARY 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
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
PROPOSED ELECTRICEXISTING ELECTRIC LINE
EXISTING TELEPHONE LINE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CONCRETE
RIGHT-OF-WAY LINE
EXISTING FLOWLINE, CURB & GUTTER
EASEMENT LINE
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE/RAILINGEXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER MAIN VALVE
PROPOSED SANITARY SEWER MAIN & MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
EXISTING EDGE OF ASPHALTIIIIIIIIIIIIIIIIII PROPOSED FLARED END SECTION (FES)
ARCHITECT
Godden Sudik Architects
5975 S Quebec St, Suite 250
Centennial, CO 80111
PH. 303.803.8897
Contact: Paul Brady
PLANNER
TB Group
444 Mountain Ave
Berthoud, CO 80513
PH. 970.532.5891
Contact: Cathy Mathis
ENGINEER
Wilson & Company
4065 St Cloud Dr, Suite 201
Loveland, CO 80538
PH. 970.834.6365
Contact: Mike Oberlander
SURVEYOR
Northern Engineering
301 N Howes St, Suite 100
Fort Collins, Colorado 80521
PH. 970.221.4158
Contact: Robert C. Tessely
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
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #7-02
ON THE NORTHWEST CORNER OF THE INTERSECTION OF TAFT HILL ROAD AND DRAKE ROAD IN THE CONCRETE BASE TO A LARGE
POWER TOWER.
ELEVATION=5094.16
BENCHMARK #23-92
ON THE NORTHEAST CORNER OF W DRAKE RD AND DUNBAR AVE, ON A POWER TOWER BASE.
ELEVATION=5055.98
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 - 3.18'.
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
Heidi Hansen
Ph. 970.221.6854
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER
TYPICAL SECTIONS
DEMOLITION PLAN
UTILITY AND HORIZONTAL CONTROL PLAN
STORM AND HORIZONTAL CONTROL PLAN
GRADING PLAN
DRAINAGE PLAN
STREET PLAN AND PROFILE
Luke Unruh
Ph. 970.416.2724
1
2
3 - 4
5 - 7
8 - 9
10 - 11
12
13 - 24
................................
................................
................................
................................
................................
................................
................................
................................
................................
................................
................................
................................
4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.comTYPICAL
SECTIONS
2
22-100-449-00
JANUARY 11, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
APPLICABLE TO ATTIKA DRIVE, CHERRY
SEED LANE, MORELLO DRIVE, BENTON LANE,
TULARE DRIVE AND HULL STREET
APPLICABLE TO WEST SWALLOW ROAD THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
SS SS SS SS
SSSS SS SS SS SS SS
FO FO FO FO FO FO FOFOFOFOFOFO
GG G G G G G G G G
FO FO FO FO FO FO FO FO
W W W W W W W W W W W W W W W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG G G G
GGG
G
G GGGE E E E
E E E E
E E E E E E E E
EEEE STSTEEEEEEEEEEEEEEEXXXXXXXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X
X XXXXX X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU
OHU OHUSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
X X
CTV CTV CTVCTVCTVEE
G G G
W W E
E
CTV
CTV
CTV
WWEW
W W
EGWWW W
C.O.
VAULT
CABLE
ELEC
S
HY DVAULT
ELEC
ELEC
HY DHY DWW S
S
SS
FO
E
G
VAULT
F.O.
VAULT
F.O.
C C
VAULT
F.O.
VAULT
F.O.
REMOVE
EXISTING FENCE
REMOVE EXISTING
BUILDING
REMOVE EXISTING
CONCRETE
EX WATER METER
EX WATER METER
EX FO PEDESTAL
REMOVE
EXISTING FENCE
REMOVE EXISTING
CONCRETE
REMOVE EXISTING
BUILDING
REMOVE EXISTING
BUILDING
REMOVE EXISTING
BUILDING
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE EXISTING
BUILDING
REMOVE EXISTING
CONCRETE
REMOVE EXISTING
BUILDING
4' V X 11' H BOX CULVERT
SAN MANHOLE
RIM=5079.49
INV IN=5071.36 (W)
INV OUT=5071.23 (E)
SAN MANHOLE
RIM=5083.87
INV IN=5076.87 (S)
INV IN=5075.97 (W)
INV OUT=5075.77 (E)
SAN MANHOLE
RIM=5079.82
INV IN=5070.04 (W)
INV IN=5070.09 (S)
INV OUT=5070.00 (E)
SAN MANHOLE
RIM=5081.30
INV IN=5070.77 (W)
INV OUT=5070.55 (E)
EX 12" PVC SAN
4' CONCRETE PAN
EX 12" PVC SAN
HULL STREET
W SWALLOW RD
REMOVE AND REPLACE
EXISTING FIRE HYDRANT
EX FO VAULT
EX 12" VCP SAN
EX 12" VCP SAN
8" PVC SAN
HULL STREET
EX 6" DIP WATER (CITY)
EX 3" FCLWD WATER
EX 12" WATER
5
0
9
2
5091
50885
0
8
5
5085
508450825
0
9
3 509150905089508750865092508450835082508150805
0
7
9 507750775
0
7
9
REMOVE EXISTING
TREE (TYP)
FISCH DR.
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 3
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 2
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 1
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
1
10
SILVERPLUME ESTATES
7
8
9
10
11
EX WATER LINE SERVICE
(PROTECT IN PLACE)
REMOVE 12" EX W
TO FIRE HYDRANT
REMOVE 45°
BENDEX 30'ROWEX 40' AEEX 30' ROWEX 60' ROWEX 68' ROWCEDAR VILLAGE 4TH FILING
TRACT B(CITY)SILVERPLUME ESTATES
CEDAR VILLAGE 4TH FILINGCITY OF FCSILVERPLUME ESTATES
CEDAR VILLAGE 4TH FILINGALL EXISTING SERVICES
TO THE EXISTING
BUILDINGS ON THE SITE
WILL BE REMOVED PER
STANDARDS
DEMOLITION PLAN
3
MPO
AGW
MPO
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONGENERAL NOTES:
1.PROTECT ALL UTILITIES IN PLACE UNLESS OTHERWISE NOTED.
2.ITEMS SHOWN IN RED FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT SHEETS.
3.ALL EXISTING ON SITE EASEMENTS WILL BE VACATED AND MODIFIED W/ PLAT.
4.WATER AND SEWER SERVICE ABANDONMENT WILL NEED TO BE PERFORMED AT THE
MAIN PER CITY STANDARDS. COORDINATE WITH CITY UTILITIES INSPECTOR. EXISTING
SERVICE LOCATIONS TO THE EXISTING BUILDINGS ARE UNKNOWN AT THIS TIME.
5.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.
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
MATCHLINE SHEET 4 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
G G G G G G G G G G G
FOG FOFOFOE
EEEE
XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSXX X X X X X X X
X
X X
S
W
FO
VAULT
F.O.
REMOVE EXISTING
BUILDING
REMOVE EXISTING
BUILDING
EX FO PEDESTAL
REMOVE EXISTING
BUILDING
REMOVE
EXISTING FENCE
SILVER PLUME ESTATES
CRAWS RESUBDIVISION
4' CONCRETE PAN
EX SAN MANHOLE
RIM=5083.00
INV IN=5074.44 (SW)
INV OUT=5077.10 (N)
8" PVC SAN
4" PVC SAN5097
509450925089
509
4
50
9
3
5
0
9
2
50
9
1
50
9
0
5089
5
0
8
8
5
0
8
6
REMOVE EXISTING
TREE (TYP)
7 8 9
PART OF LOTS 9 & 7
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOT 10
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W TRACT A (CITY)SILVERPLUME ESTATES
9
10
11
12
13
14
15
16
61
62
63EX 60'ROWEX 60' ROW
SILVER PLUME CHANNELTRACT A (CITY)DEMOLITION PLAN
4
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONPRE
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
MATCHLINE SHEET 3
MPO
AGW
MPO
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.ALL EXISTING ON SITE EASEMENTS WILL BE VACATED AND MODIFIED W/ PLAT.
4.WATER AND SEWER SERVICE ABANDONMENT WILL NEED TO BE PERFORMED AT THE
MAIN PER CITY STANDARDS. COORDINATE WITH CITY UTILITIES INSPECTOR. EXISTING
SERVICE LOCATIONS TO THE EXISTING BUILDINGS ARE UNKNOWN AT THIS TIME.
5.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.THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
SS SS SS SS
SSSS SS SS SS SS SS
FO FO FO FO FO FO FOFOFOFOFOFO
GG G G G G G G G G
FO FO FO FO FO FO FO FO
W W W W W W W W W W W W W W W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG G G G
GGG
G
G GGGE E E E
E E E E
E E E E E E E E
EEEE STSTEEEEEEEEEEEEEEEXXXXXXX X X
XXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU
OHU OHUSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
X X
CTV CTV CTVCTVCTVEE
G G G
W W E
E
CTV
CTV
CTV
WWEW
W W
EGWWW W
C.O.
VAULT
CABLE
ELEC
S
HY DVAULT
ELEC
ELEC
HY DWW S
S
SS
FO
E
G
VAULT
F.O.
VAULT
F.O.
C C
VAULT
F.O.
VAULT
F.O.
18.9 LF 8" WFIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8"X6" TEE W/ TB
6" GV (E)
8"X6" TEE W/ TB
6" GV (W)
8"X6" TEE W/ TB
6" GV (S)
8"X6" TEE W/ TB
6" GV (S)
14.0 LF 6" FIRE
8.5 LF 6" FIRE
8.5 LF 6" FIRE
11.5 LF 6" FIRE
4' Ø SANITARY MANHOLE
RIM=5081.77
INV IN=5071.71 (W)
INV IN=5071.81 (S)
INV OUT=5071.61 (E)
4' Ø SANITARY MANHOLE
RIM=5084.92
INV IN=5072.88 (N)
INV IN=5072.68 (NW)
INV IN=5072.88 (S)
INV OUT=5072.58 (E)
4' Ø SANITARY MANHOLE
RIM=5084.35'
INV OUT=5073.99' (S)
4' Ø SANITARY MANHOLE
RIM=5092.81
INV IN=5073.65 (W)
INV OUT=5073.55 (SE)
4' Ø SANITARY MANHOLE
RIM=5093.85
INV IN=5073.95 (W)
INV IN=5074.05 (S)
INV OUT=5073.85 (E)
4' Ø SANITARY MANHOLE
RIM=5094.14
INV OUT=5074.06 (E)
PROPERTY LINE TYP.
PROPERTY LINE (TYP)
TRACT A
(AE, DE,
U
E
)
LOT 1
BLOCK 1
LOT 2 LOT 3
LOT 4
LOT 9 LOT 8
LOT 7
LOT 6
LOT 5
TRACT B
(PE, DE)
TRACT C
(DE)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 2
TRACT D (DE)
TRACT E
(PE, DE)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVECHERRY SEED LANE5'
WALK (TYP)
20' SHARED
CONCRETE DRIVE
57'
ROW
57'
ROW
57'
ROW
W SWALLOW RD9'UE (TYP)57'
ROW 69'ROW5'
WALK
LOT 10
12'
276.3 LF SS
@ 0.40%
28.5 LF SS
@ 0.40%
50.1 LF SS
@ 0.40%
218.4 LF SS
@ 0.40%
217.0 LF SS
@ 0.40%
134.7 LF SS
@ 0.40%
375.0 LF SS
@ 0.40%
380.6' LF SS
@ 0.40%
346.7 LF SS
@ 0.40%
10'
10'
10'
10'
12'
IRRIGATION TAP
(SIZE TBD)
4' V X 11' H BOX CULVERT
SAN MANHOLE
RIM=5079.49
INV IN=5071.36 (W)
INV OUT=5071.23 (E)
SAN MANHOLE
RIM=5083.87
INV IN=5076.87 (S)
INV IN=5075.97 (W)
INV OUT=5075.77 (E)
SAN MANHOLE
RIM=5079.82
INV IN=5070.04 (W)
INV IN=5070.09 (S)
INV OUT=5070.00 (E)
SAN MANHOLE
RIM=5081.30
INV IN=5070.77 (W)
INV OUT=5070.55 (E)
EX 12" PVC SAN
SILVER PLUME ESTATES
4' CONCRETE PAN
12" PVC SAN
HULL STREET
EX FO VAULT
EX 12" VCP SAN
EX 12" VCP SAN
EX 8" PVC SAN
HULL STREET
EX 6" DIP WATER (CITY)
EX 3" FCLWD WATER
4' Ø SANITARY MANHOLE
RIM=5081.93
INV IN=5071.07 (W)
INV OUT=5070.97 (E)
(CONTRACTOR TO VERIFY)
8" CROSS
8" GV (N)
8" GV (E)
8" GV (S)
8"X8" TEE
8" GV (E)
8" GV (W)
8"X8" TEE
8" GV (E)
8" GV (S)
8" 1114° BEND
8" 1114° BEND
8"X8" TEE
8" GV (W)
8" GV (S)57' ROW348.3 LF 8" W29.2 LF 8" W38.7 LF 8" W
190.5 LF
8
"
W
24.8 LF 8" W
475.2 LF 8" W190.4 LF 8" W273.6 LF 8" W56.2 LF 8" W279.2 LF 8" W 357.5 LF 8" W
346.7 LF 8" W192.2 LF 8" W
39.0 LF 8" W
9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
9' UE
(TYP)
8" 22.5° BEND
6"X8" REDUCER
FISCH DR.
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 3
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 2
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 1
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
1
10
7
8
9
10
11
12"X8" REDUCER
EX WATER LINE SERVICE
(PROTECT IN PLACE)
8" PLUG W/ TB
EX SANITARY STUB
(ASSUMED TO BE 0.4%)
8"X6" TEE W/ TB
6" GV (S)
FIRE HYDRANT
ASSEMBLY
21.2 LF 6" FIRE
25.1 LF 8" W
CONNECT TO
EX 6" W
44.
8
L
F
8
"
W
8" PLUG W/ TB
20' CURB
RETURN (TYP)
3.5'
20' DE
20' DE
REMOVE 45° BEND
CONNECT TO EX 12" WLTRACT B(CITY)CEDAR VILLAGE 4TH FILING
CEDAR VILLAGE 4TH FILINGCITY OF FCSILVERPLUME ESTATES
10.0'
WALK
10.0'
TRAIL
4.5' SOFT
TRAIL
3.5'EX 30'ROWEX 40' AEEX 30' ROWEX 60' ROW10'
TRAIL
4.5' SOFT
TRAIL
3'
UTILITY AND
HORIZONTAL
CONTROL PLAN
5
MPO
AGW
MPO
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONNOTES:
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.
10. ALL PROPOSED SANITARY SEWER IS 8" SDR 35 PVC UNLESS OTHERWISE SPECIFIED.
ALL PROPOSED SEWER SERVICES ARE 4" SDR 35 PVC.
11. ALL PROPOSED WATER LINES ARE 8" C900 PVC UNLESS OTHERWISE SPECIFIED. ALL
PROPOSED WATER SERVICES ARE 3 4" TYPE K COPPER.
12. ABBREVIATIONS FOR THE SHEETS ARE AS FOLLOWS:
AE-ACCESS EASEMENT
PE-PEDESTRIAN EASEMENT
DE-DRAINAGE EASEMENT
UE UTILITY EASEMENT
MATCHLINE SHEET 6 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
G G G G G G G G G G G
FOG FOFOFOE
EEEE XXXXXSSSSSSSSSSSSSSXX X X X X X X X
X
S
W
FO
VAULT
F.O.
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
FIRE HYDRANT
ASSEMBLY
8"X6" TEE W/ TB
6" GV (N)
8"X6" TEE W/ TB
6" GV (N)
8"X6" TEE W/ TB
6" GV (S)
8.5 LF 6" FIRE
18.5 LF 6" FIRE
28.5 LF 6" FIRE
4' Ø SANITARY MANHOLE
RIM=5093.77
INV IN=5075.77 (E)
INV OUT=5075.57 (N)
4' Ø SANITARY MANHOLE
RIM=5091.44
INV OUT=5076.18 (W)
4' Ø SANITARY MANHOLE
RIM=5089.21
INV IN=5074.37 (S)
INV OUT=5074.27 (N)
4' Ø SANITARY MANHOLE
RIM=5093.02
INV OUT=5075.04 (N)
4' Ø SANITARY MANHOLE
RIM=5095.00
INV OUT=5076.63 (E)
4' Ø SANITARY MANHOLE
RIM=5090.78
INV IN=5075.88 (W)
INV OUT= 5074.78 (N)
4' Ø SANITARY MANHOLE
RIM=5088.31
INV IN=5073.41 (S)
INV OUT=5073.31 (N)
PROPERTY LINE (TYP)
HYLINE DRIVE
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
BLOCK 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
BLOCK 5
TRACT E
(PE, DE)
TRACT E
(PE, DE)
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVEBENTON LANE
TULARE DRIVE
57'
ROW
57'
ROW
57'
ROW
57'
ROW
57'ROW57'ROW57'ROW5'
WALK
375.0 LF SS
@ 0.40%
342.2 LF SS
@ 0.40%
188.6 LF SS
@ 0.40%
101.4 LF SS
@ 0.40%
168.2 LF SS
@ 0.40%
SILVER PLUME ESTATES
4' CONCRETE PAN
EX SAN MANHOLE
RIM=5083.00
INV IN=5074.44 (SW)
INV OUT=5077.10 (N)
EX 8" PVC SAN
4" PVC SAN
8"X8" TEE
8" GV (N)
8" GV (S)
8" 90° BEND
8" 90° BEND
8"X8" TEE
8" GV (N)
8" GV (W)
8"X8" TEE
8" GV (N)
8" GV (W)
200.3 LF 8" W 348.3 LF 8" W475.2 LF 8" W25.0 LF 8" W192.1 LF 8" W129.8 LF 8" W25.3LF
8" W
220.3 LF 8" W
221.9 LF 8" W173.6 LF 8" W346.7 LF 8" W9'UE (TYP)9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
8" PLUG W/ TB
SILVER PLUME ESTATES
CRAWS RESUBDIVISION
7 8 9
PART OF LOTS 9 & 7
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOT 10
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
SILVERPLUME ESTATES
9
10
11
12
13
14
15
16
61
62
63
20' CURB
RETURN (TYP)
20' DE
TRACT F
(DE)SILVER PLUME CHANNELTRACT A (CITY)57'ROW10'
TRAIL
4.5' SOFT
TRAIL
4'
3'EX 60'ROWEX 60' ROW
UTILITY AND
HORIZONTAL
CONTROL PLAN
6
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONMATCHLINE SHEET 5
MPO
AGW
MPOMATCHLINE SHEET 7THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202NOTES:
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.
10. ALL PROPOSED SANITARY SEWER IS 8" SDR 35 PVC UNLESS OTHERWISE SPECIFIED.
ALL PROPOSED SEWER SERVICES ARE 4" SDR 35 PVC.
11. ALL PROPOSED WATER LINES ARE 8" C900 PVC UNLESS OTHERWISE SPECIFIED. ALL
PROPOSED WATER SERVICES ARE 3 4" TYPE K COPPER.
12. ABBREVIATIONS FOR THE SHEETS ARE AS FOLLOWS:
AE-ACCESS EASEMENT
PE-PEDESTRIAN EASEMENT
DE-DRAINAGE EASEMENT
UE UTILITY EASEMENT
G G G G G G G G G G G G G G
FO FO FO FO FO FO FO FO FOGGGGGGFOFOFOFO
W W W W W W W W W W W W WEEEEE
WHYD
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.
VAULT
F.O.VAULT
ELEC
VAULT
F.O.WCONNECT 8" W
TO EX 8" W LINE
EX FIRE HYDRANT
HYLINE DRIVE
EX ELEC VAULT
EX FO VAULT
EX ELEC VAULT
EX FO VAULTSOUTH TAFT RDEX FO VAULT
EX 2.5" FCLWD WATER
8" 45° BEND
8" 45° BEND
425.7 LF 8" W
2
4
.
6
L
F
8
"
W
200.3 LF 8" W
1 2 3 4 5 6
CRAWS RESUBDIVISION
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
EX 60'ROWUTILITY AND
HORIZONTAL
CONTROL PLAN
7
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONMATCHLINE SHEET 6MPO
AGW
MPOTHE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202NOTES:
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.
10. ALL PROPOSED SANITARY SEWER IS 8" SDR 35 PVC UNLESS OTHERWISE SPECIFIED.
ALL PROPOSED SEWER SERVICES ARE 4" SDR 35 PVC.
11. ALL PROPOSED WATER LINES ARE 8" C900 PVC UNLESS OTHERWISE SPECIFIED. ALL
PROPOSED WATER SERVICES ARE 3 4" TYPE K COPPER.
12. ABBREVIATIONS FOR THE SHEETS ARE AS FOLLOWS:
AE-ACCESS EASEMENT
PE-PEDESTRIAN EASEMENT
DE-DRAINAGE EASEMENT
UE UTILITY EASEMENT
SS SS SS SS
SSSS SS SS SS SS SS
FO FO FO FO FO FO FOFOFOFOFOFO
GG G G G G G G G G
FO FO FO FO FO FO FO FO
W W W W W W W W W W W W W W W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG G G G
GGG
G
G GGGE E E E
E E E E
E E E E E E E E
EEEE STSTEEEEEEEEEEEEEEEXXXXXXX X X
XXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU
OHU OHUSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
X X
CTV CTV CTVCTVCTVEE
G G G
W W E
E
CTV
CTV
CTV
WWEW
W W
EGWWW W
C.O.
VAULT
CABLE
ELEC
S
HY DVAULT
ELEC
ELEC
HY DWW S
S
SS
FO
E
G
VAULT
F.O.
VAULT
F.O.
C C
VAULT
F.O.
VAULT
F.O.
5' TYPE R INLET
CURB FL=5089.72'
INV=5085.50'
5' TYPE R INLET
CURB FL=5089.74'
INV=5085.50'
15' TYPE R INLET
CURB FL=5084.56'
INV=5079.17'
10' TYPE R INLET
CURB FL=5084.45'
INV=79.06'
10' TYPE R INLET
CURB FL=5081.53'
INV=5076.56'
5' Ø STORM MANHOLE
RIM=5093.75'
INV=5083.95'
5' Ø STORM MANHOLE
RIM=5092.33'
INV=5083.25'
6' Ø STORM MANHOLE
RIM=5084.47'
INV=5077.78'
5' Ø STORM MANHOLE
RIM=5083.57'
INV=5078.43'
6' Ø STORM MANHOLE
RIM=5081.47'
INV= 5076.20'
5' Ø STORM MANHOLE
RIM=5084.67'
INV=5079.01'
15' TYPE R INLET
CURB FL=5081.09'
INV=5076.64'
5' TYPE R INLET
CURB FL=5081.08'
INV=5076.14'
5' TYPE R INLET
CURB FL=5083.35'
INV=78.57'
10' TYPE R INLET
CURB FL=5083.34'
INV=5078.57'
TYPE C INLET
RIM=5090.00'
INV=5085.60'
PROPERTY LINE TYP.
PROPERTY LINE (TYP)
TRACT A
(AE, DE,
U
E
)
LOT 1
BLOCK 1
LOT 2 LOT 3
LOT 4
LOT 9 LOT 8
LOT 7
LOT 6
LOT 5
TRACT B
(PE, DE)
TRACT C
(DE)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 2
TRACT D (DE)
TRACT E
(PE, DE)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVECHERRY SEED LANE5'
WALK (TYP)
20' SHARED
CONCRETE DRIVE
57'
ROW
57'
ROW
57'
ROW
W SWALLOW RD9'UE (TYP)57'
ROW 69'ROW5'
WALK
LOT 10
6' Ø STORM MANHOLE
RIM=5081.67'
INV=5076.44'
12'
5' Ø STORM MANHOLE
RIM=5089.90'
INV=5085.17'
27.2 LF 36"
STORM @ 0.5%
125.0 LF 36"
STORM @
0.5%
197.0 LF 42"
STORM @ 0.8%
47.7 LF 42"
STORM @ 0.4%
219.3 LF 36"
STORM @ 2.5%
71.3 LF 36"
STORM @
1.0%
206.3 LF 36"
STORM @ 0.6%
19.1 LF 30"
STORM @ 0.5%
29.2 LF 24"
STORM @ 1.1%
58.8 LF 36"
STORM @
2.1%
27.2 LF 30"
STORM @
0.60%
87.2 LF 30"
STORM @ 0.5%
400.0 LF 24"
STORM @
1.7%
46.2 LF 30" STORM
@ 1.1%
10'
10'
10'
10'
12'
42" FES
INV=5076.00
26.5 LF 30"
STORM @ 0.5%
29.3 LF 30" STORM
@ 0.4%
10' TYPE R INLET
CURB FL=5080.45'
INV=75.34'
5' TYPE R INLET
CURB FL=5080.45'
INV=75.18'
34.3 LF 18" STORM
@ 0.5%
29.2 LF 18" STORM
@ 0.6%
18" FES
INV=75.00'
30" FES
INV=5076.00'
30" FES
INV=5076.00
WQ OUTLET STRUCTURE
INV=74.00'
48.9 LF 15"
STORM @ 1.0%
15" FES
INV=73.50'
4' V X 11' H BOX CULVERT
SAN MANHOLE
RIM=5079.49
INV IN=5071.36 (W)
INV OUT=5071.23 (E)
SAN MANHOLE
RIM=5083.87
INV IN=5076.87 (S)
INV IN=5075.97 (W)
INV OUT=5075.77 (E)
SAN MANHOLE
RIM=5079.82
INV IN=5070.04 (W)
INV IN=5070.09 (S)
INV OUT=5070.00 (E)
SAN MANHOLE
RIM=5081.30
INV IN=5070.77 (W)
INV OUT=5070.55 (E)
EX 12" PVC SAN
SILVER PLUME ESTATES
4' CONCRETE PAN
12" PVC SAN
HULL STREET
EX FO VAULT
EX 12" VCP SAN
EX 12" VCP SAN
EX 8" PVC SAN
HULL STREET
EX 6" DIP WATER (CITY)
EX 3" FCLWD WATER
5.1 LF 36" STORM
@ 6.5%
7.2 LF 30"
STORM @
0.7%
7.2 LF 24" STORM
@ 2.0%57' ROW9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
9' UE
(TYP)
4'X11' PRECAST
CONCRETE BOX
CULVERT (94 LF)
FISCH DR.
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 3
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 2
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 1
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
1
10
7
8
9
10
11
20' CURB
RETURN (TYP)
3.5'
20' DE
20' DE
TRACT B(CITY)CEDAR VILLAGE 4TH FILING
CEDAR VILLAGE 4TH FILINGCITY OF FCSILVERPLUME ESTATES
10.0'
WALK
10.0'
TRAIL
4.5' SOFT
TRAIL
3.5'EX 30'ROWEX 40' AEEX 30' ROWEX 60' ROW10'
TRAIL
4.5' SOFT
TRAIL
3'
STORM AND
HORIZONTAL
CONTROL PLAN
8
MPO
AGW
MPO
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONMATCHLINE SHEET 9 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202NOTES:
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.
10. ALL PROPOSED SANITARY SEWER IS 8" SDR 35 PVC UNLESS OTHERWISE SPECIFIED.
ALL PROPOSED SEWER SERVICES ARE 4" SDR 35 PVC.
11. ALL PROPOSED WATER LINES ARE 8" C900 PVC UNLESS OTHERWISE SPECIFIED. ALL
PROPOSED WATER SERVICES ARE 3 4" TYPE K COPPER.
12. ABBREVIATIONS FOR THE SHEETS ARE AS FOLLOWS:
AE-ACCESS EASEMENT
PE-PEDESTRIAN EASEMENT
DE-DRAINAGE EASEMENT
UE UTILITY EASEMENT
G G G G G G G G G G G
FOG FOFOFOE
EEEE XXXXXSSSSSSSSSSSSSSXX X X X X X X X
X
S
W
FO
VAULT
F.O.
5' TYPE R INLET
CURB FL=5089.72'
INV=5085.50'
5' TYPE R INLET
CURB FL=5089.74'
INV=5085.50'
TYPE C INLET
RIM=5090.00'
INV=5085.60'
PROPERTY LINE (TYP)
HYLINE DRIVE
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
BLOCK 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
BLOCK 5
TRACT E
(PE, DE)
TRACT E
(PE, DE)
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVEBENTON LANE
TULARE DRIVE
57'
ROW
57'
ROW
57'
ROW
57'
ROW
57'ROW57'ROW57'ROW5'
WALK
5' Ø STORM MANHOLE
RIM=5088.81'
INV=5083.31'
5' Ø STORM MANHOLE
RIM=5089.90'
INV=5085.17'
10' TYPE R INLET
CURB FL=5088.63'
INV=5083.60'
10' TYPE R INLET
CURB FL=5088.62'
INV=5083.60'
19.1 LF 30"
STORM @ 0.5%
29.2 LF 24"
STORM @ 1.1%
400.0 LF 24"
STORM @
1.7%
29.2 LF 24"
STORM @ 1.0%
SILVER PLUME ESTATES
4' CONCRETE PAN
EX SAN MANHOLE
RIM=5083.00
INV IN=5074.44 (SW)
INV OUT=5077.10 (N)
EX 8" PVC SAN
4" PVC SAN
5.1 LF 36" STORM
@ 6.5%
5.2 LF 24"
STORM @ 5.6%9'UE (TYP)9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
SILVER PLUME ESTATES
CRAWS RESUBDIVISION
7 8 9
PART OF LOTS 9 & 7
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOT 10
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
SILVERPLUME ESTATES
9
10
11
12
13
14
15
16
61
62
63
20' CURB
RETURN (TYP)
20' DE
TRACT F
(DE)SILVER PLUME CHANNELTRACT A (CITY)57'ROW10'
TRAIL
4.5' SOFT
TRAIL
4'
3'EX 60'ROWEX 60' ROW
STORM AND
HORIZONTAL
CONTROL PLAN
9
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
MATCHLINE SHEET 8
THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202NOTES:
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.
10. ALL PROPOSED SANITARY SEWER IS 8" SDR 35 PVC UNLESS OTHERWISE SPECIFIED.
ALL PROPOSED SEWER SERVICES ARE 4" SDR 35 PVC.
11. ALL PROPOSED WATER LINES ARE 8" C900 PVC UNLESS OTHERWISE SPECIFIED. ALL
PROPOSED WATER SERVICES ARE 3 4" TYPE K COPPER.
12. ABBREVIATIONS FOR THE SHEETS ARE AS FOLLOWS:
AE-ACCESS EASEMENT
PE-PEDESTRIAN EASEMENT
DE-DRAINAGE EASEMENT
UE UTILITY EASEMENT
SS SS SS SS
SSSS SS SS SS SS SS
FO FO FO FO FO FO FOFOFOFOFOFO
GG G G G G G G G G
FO FO FO FO FO FO FO FO
W W W W W W W W W W W W W W W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG G G G
GGG
G
G GGGE E E E
E E E E
E E E E E E E E
EEEE STSTEEEEEEEEEEEEEEEXXXXXXX X X
XXXXXXXXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU
OHU OHUSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS
X X
CTV CTV CTVCTVCTVEE
G G G
W W E
E
CTV
CTV
CTV
WWEW
W W
EGWWW W
C.O.
VAULT
CABLE
ELEC
S
HY DVAULT
ELEC
ELEC
HY DHY DWW S
S
SS
FO
E
G
VAULT
F.O.
VAULT
F.O.
C C
VAULT
F.O.
VAULT
F.O.
LOT 1
BLOCK 1
LOT 2 LOT 3
LOT 4
LOT 9 LOT 8
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVECHERRY SEED LANE5'
WALK
20'
CONCRETE
DRIVE
57'
ROW
57'
ROW
57'
ROW
W SWALLOW RD9'UE TYP.57'
ROW 69'ROW5'
WALK
LOT 10
4' V X 11' H BOX CULVERT
SAN MANHOLE
RIM=5079.49
INV IN=5071.36 (W)
INV OUT=5071.23 (E)
SAN MANHOLE
RIM=5083.87
INV IN=5076.87 (S)
INV IN=5075.97 (W)
INV OUT=5075.77 (E)
SAN MANHOLE
RIM=5079.82
INV IN=5070.04 (W)
INV IN=5070.09 (S)
INV OUT=5070.00 (E)
SAN MANHOLE
RIM=5081.30
INV IN=5070.77 (W)
INV OUT=5070.55 (E)
EX 12" PVC SAN
4' CONCRETE PAN
12" PVC SAN
HULL STREET
W SWALLOW RD
EXISTING FIRE
HYDRANT
EX FO VAULT
EX 12" VCP SAN
EX 12" VCP SAN
8" PVC SAN
HULL STREET
EX 6" DIP WATER (CITY)
EX 3" FCLWD WATER
50925090508850865085
5084 50825080507
9
50845084508750855083
5082
5
0
9
1
5
0
8
5
5
0
8
4
5
0
8
25075507650785080
509150895
0
8
8
5
0
8
7 508650855
0
8
450845083 50825081509
2
50
9
1 5089 5087508650835
0
8
2
5
0
8
1 508050795076507550785079507750765077507850885087508650855084TRACT A
(AE, DE, UE)
TRACT B
(PE, DE)
WATER QUALITY AND
DETENTION POND
TRACT C
(DE)
TRACT D
(DE)
TRACT E
(PE, DE)
5'
WALK (TYP)
20'
CONCRETE
DRIVE
57'
ROW
57'
ROW 9'UE (TYP)57'
ROW 69'ROW5'
WALK
4.5' SOFT
TRAIL
12'
10'
10'
10'
10'
12'57' ROW9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
9' UE
(TYP)
PROPERTY LINE (TYP)
FISCH DR.
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 3
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 2
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 1
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
1
10
SILVERPLUME ESTATES
CEDAR VILLAGE 4TH FILING
7
8
9
10
11
20' CURB
RETURN (TYP)
CEDAR VILLAGE 4TH FILINGCITY OF FCTRACT B(CITY)SILVERPLUME ESTATES
100-YR WSEL=5079.2EX 30'ROWEX 40' AEEX 30' ROWEX 60' ROWEX 68' ROW10.0'
TRAIL
3.5'
144' OF SPILLWAY TRAIL
GRADE AT 5079.5
TRICKLE PAN
GRADING PLAN
10
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONNOTES:
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 WITHOUT AN EASEMENT FROM THE ADJACENT PROPERTY
OWNER (COORDINATION IS ONGOING).
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
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
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.
MPO
AGW
MPO
MATCHLINE SHEET 11 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
G G G G G G G G G G G
FOG FOFOFOE
EEEE XXXXXSSSSSSSSSSSSSSXX X X X X X X X
X
S
W
FO
VAULT
F.O.
HYLINE DRIVE
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
BLOCK 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
TRACT F
(DE)
BLOCK 5
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVEBENTON LANE
TULARE DRIVE
57'
ROW
57'
ROW
57'
ROW
57'
ROW
57'ROW57'ROW57'ROW5'
WALK
SILVER PLUME ESTATES
4' CONCRETE PAN
EX SAN MANHOLE
RIM=5083.00
INV IN=5074.44 (SW)
INV OUT=5077.10 (N)
8" PVC SAN
4" PVC SAN
5
0
9
1
50
9
2
50945
0
9
3
5
0
9
2
509
0
50
8
9
509050915092509
1
509
0
509050915
0
9
3
50945
0
9
4
509550895
0
8
8
5
0
8
750855
0
8
4
5094509150895
0
8
8
5
0
8
7
509750955094509350925
0
9
1 5090509
0
50
9
1
50
9
2
5
0
9
3
5
0
9
4
50955
0
9
6 50885087TRACT E
(PE, DE)
TRACT E
(PE, DE)
57'
ROW
57'
ROW
57'
ROW
57'
ROW
57'ROW57'ROWEX 60'ROW5'
WALK
10'
TRAIL
4.5' SOFT
TRAIL
9'UE (TYP)9'UE (TYP)9' UE
(TYP)
9' UE
(TYP)
PROPERTY LINE (TYP)
SILVER PLUME ESTATES
CRAWS RESUBDIVISION
7 8 9
PART OF LOTS 9 & 7
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOT 10
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W SILVER PLUME CHANNELTRACT A (CITY)SILVERPLUME ESTATES
9
10
11
12
13
14
15
16
61
62
63
20' CURB
RETURN (TYP)
4'
3'
EX 60' ROW
GRADING SHOWN FOR DRAINAGE
CALCULATIONS ONLY. CHERRY
SEED LANE TO END AT BENTON
GRADING PLAN
11
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONMATCHLINE SHEET 10
MPO
AGW
MPOTHE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202NOTES:
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 WITHOUT AN EASEMENT FROM THE ADJACENT PROPERTY
OWNER (COORDINATION IS ONGOING).
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
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
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.
STOHU OHU OHU OHU OHU
OHU
STS
S
C.O.
W
S
C
WCVAULT
CABLEELEC
VAULT
CABLE
ELEC
HY DFE
SFE S
M
S
HY DVAULT
ELEC
ELEC
HY D
W
WW S
S
SS
FO
HY DVAULT
ELEC
VAULT
F.O.
VAULT
F.O.VAULT
F.O.VAULT
ELEC
VAULT
F.O.
E
G
VAULT
F.O.
VAULT
F.O.
C C
VAULT
F.O.
VAULT
F.O.9'UE TYP.10' TYPE R INLET
Q100 C/O=3.3 CFS
TO DP C3
EX 4' X 11'
BOX CULVERT
EX 4' CONCRETE PAN
EX 4' CONCRETE PAN
Q100=8.8 CFS
AREA INLET
Q100=30.7 CFS
Q100=6.5 CFS
10' TYPE R INLET
5' TYPE R INLET
5' TYPE R INLET
15' TYPE R INLET
Q100 C/O=7.9 CFS
TO DP C4 10' TYPE R INLET
Q100 C/O=2.7 CFS
TO DP C4
5' TYPE R INLET
10' TYPE R INLET
5' TYPE R INLET
15' TYPE R INLET
10' TYPE R INLET
Q100 C/O=4.2 CFS
TO DP C4
PROP 4' X 11'
BOX CULVERT
PROP OUTLET
STRUCTURE
5' TYPE R INLET
10' TYPE R INLET
2' CONC PAN
2' CONC PAN
Q100
RELEASE
RATE=6.7 CFS
HYLINE DRIVE
LOT 1
BLOCK 1
LOT 2 LOT 3
LOT 4
LOT 9 LOT 8
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1 LOT 2
LOT 3
LOT 5
LOT 4
TRACT F
(DE)
BLOCK 5
BLOCK 3 BLOCK 4
ATTIKA DRIVECHERRY SEED LANEMORELLO DRIVEBENTON LANE
TULARE DRIVECHERRY SEED LANEW SWALLOW RD
LOT 10
SILVER PLUME ESTATES
HYLINE DRIVE
HULL STREET
SOUTH TAFT RDW SWALLOW RD
HULL STREET
TRACT A
(AE, DE, UE)
WQ AND DETENTION
POND
TRACT C
(DE)
TRACT D
(DE)
TRACT E
(PE, DE)
TRACT E
(PE, DE)
TRACT E
(PE, DE)
CEDAR VILLAGE 4TH FILING
SILVER PLUME ESTATES
CRAWS RESUBDIVISION
1 2 3 4 5 6 7 8 9
FISCH DR.
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 9 & 7
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOT 10
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
HULL ST.TRACT A (CITY) LOT 3
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 2
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
LOT 1
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
10
SILVERPLUME ESTATES
SILVERPLUME ESTATES
CEDAR VILLAGE 4TH FILING
7
8
9
10
11
12
13
14
15
16
61
62
63
64
65KINNISON DR.
CRAWS RESUBDIVISION
PART OF LOTS 5 & 6
SUB. OF W 1
2 OF
NW 1
4 27-7N-29W
TRACT B
(PE, DE)5090508550805
0
7
5
50
9
05090 5085
5
0
8
5
50905090
509550905
0
9
0
50955090509
0 508550905085
5
0
8
0
5080
5080
50855085509050905095509
5
509551005
0
9
55100
5100
5
1
0
5
50
9
5
50
9
0509550905
0
9
0
50
9
0
509550855085 50755075508050805
0
8
05080508550905095
50805080508550855090
50
9
5
51
0
0510551
1
0
20' CURB
RETURN (TYP)
20' CURB
RETURN (TYP)
EX SILVER PLUME CHANNEL
EX SILVER PLUME CHANNEL
SILVERPLUME ESTATESTRACT A (CITY)TRACT B100 YR
WSEL=5079.2
144 LF EMERGENCY
OVERFLOW
SPILLWAY=5079.5
57'
ROW
57'
ROW
57'
ROW
57'
ROW
57'ROW57'ROW69' ROWEX 60'ROW57' ROWEX30'ROWEX 40' AEEX 30' ROWEX 60' ROWEX 68' ROWEX 60' ROW
DRAINAGE PLAN
12
MPO
ES
ES
22-100-449-00
JANUARY 11, 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.BYPRE
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
HULL ORCHARDSSUBDIVISIONEXISTING 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
THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
FO FO FO FO
GG G G G G G G
FO FO FO FO FO FO FO
W W W W W W
E E E E
E E E
EEXXX XOHUOHUOHUOHUOHUOHU OHU
OHU
OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
X X X X X X
X X X XX
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV
CTV CTV CTV CTV CTV CTV CTV CTV
CTVCTVCTVCTVE E E E E E E E E E E
G G G G G G G G G G G G G G
W
W W W W W W W W W W W W W
W
S
C
WCVAULT
CABLEELEC
VAULT
CABLE
ELEC
E
G
CVAULT
F.O.
1+82 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
HULL STREET
LOT 1 LOT 2 LOT 3
LOT 4
STA 6+50.00
N:117364.74
E:184803.48
S89° 31' 06.19"E
634.45'
GATE W/ KNOX BOX
FUTURE WALK
STA:6+82.45
BEGIN CONSTRUCTIONCONCEPTUAL OFFSITE
CENTERLINE EXTENSIONEX 30'ROW30' FL-FL9'5' SW5070
5075
5080
5085
5090
5095
5100
5105
-0.90%
-4.5
0
%PVI STA = 1+82.33ELEV = 5097.33140.00' VC
LOW PT STA = 9+70.00
LOW PT ELEV = 5084.88
PVI STA = 9+00.00
PVI ELEV = 5085.47
K = 38.21
BVCS: 8+30.00BVCE: 5088.62100.00' VC
HIGH PT STA = 7+00.00
HIGH PT ELEV = 5092.67
PVI STA = 7+50.00
PVI ELEV = 5092.22
K = 27.78
BVCS: 7+00.00BVCE: 5092.67EVCS: 8+00.00EVCE: 5089.97STA 6+82.45BEGIN CONSTRUCTION2+005097.55097.175097.15096.723+005096.05096.275095.45095.824+005094.65095.375094.15094.925+005094.15094.475092.95094.026+005092.85093.575092.65093.127+005092.45092.675091.45091.778+005089.65089.975087.75087.779+005086.55086.115085.45085.10PROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILE
5070
5075
5080
5085
5090
5095
5100
5105
STREET
PLAN AND
PROFILE
13
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
HULL STREET MATCHLINE SHEET 140
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
SS SS SS SS SS SS
FO FO FO FO FO FO FO
FO FO
G G
FO FO
W W W W W W W W W
FOFOG G G G
GGG GGGE
E E E E E E E E
ESTSTEEX
XXXXXXXXOHU
SS SS SS
SS SS SS SSE
E
CTV
CTV
CTV
WWEW
W W W
S
HY DVAULT
ELEC
ELEC
WW S
S
VAULT
F.O.
VAULT
F.O.
C
VAULT
F.O.
10+00 11+00 12+00 13+00
14+00
14+23
TRACT B
CHERRY SEED LANECEDAR VILLAGE 4TH FILING
PC: 12+84.45
PT: 13+54.96
L=70.51'
=10° 05' 58"
R=400.00'
STA 14+00.00
N:117344.35
E:185552.27
S79° 25'
0
7
.
7
8
"
E
45.04'
S89° 31' 06.19"E
634.45'
HULL STREET
20' CURB
RETURN (TYP)
STOP SIGN
FUTURE WALK
EX 60' ROW30' FL-FL9'5' SWSTA:13+32.22
MATCH EXISTING
5070
5075
5080
5085
5090
5095
5100
5105
-2.50%
-0.84%
-1.40%
-0.90%PVI STA = 13+32.22ELEV = 5078.48PVI STA = 13+82.59ELEV = 5078.03EVCS: 9+70.00EVCE: 5084.88100.00' VC
LOW PT STA = 13+00.00
LOW PT ELEV = 5078.93
PVI STA = 12+50.00
PVI ELEV = 5079.63
K = 90.91
BVCS: 12+00.00BVCE: 5080.88EVCS: 13+00.00EVCE: 5078.93100.00' VC
HIGH PT STA = 10+25.00
HIGH PT ELEV = 5084.42
PVI STA = 10+75.00
PVI ELEV = 5084.01
K = 60.11
BVCS: 10+25.00BVCE: 5084.42EVCS: 11+25.00EVCE: 5082.765085.1010+005084.85084.635084.15084.1611+005083.45083.335082.35082.1312+005081.55080.885080.75079.7713+005079.45078.935078.35078.3214+005077.9MATCH EXISTINGPROPOSED GROUND
EXISTING GROUND
EX 4'X11' BOX CULVERT
5070
5075
5080
5085
5090
5095
5100
5105
STREET
PLAN AND
PROFILE
14
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
HULL STREETMATCHLINE SHEET 130
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
XXST
STFE S FE S
M
13+0013+811+77 2+00 3+00 4+00 5+00 6+00 7+00
8+00
9+00
TRACT A
LOT 9
LOT 8
LOT 7
TRACT C
LOT 1
LOT 11
W SWAL
L
O
W
R
D
LOT 10
ATTIKA DRIVESTA 6+50.00
N:117070.82
E:184793.32
PI: 6+92.11
PI: 7+20.61
PC: 9+29.90
PT: 8+20.11
S89° 33' 51.02"E
70.75'
S80° 12' 2
9
.
9
7
"
E
110.12'
L=99.50'
=9° 20' 13"
R=610.61'
20' CURB
RETURN (TYP)
STOP SIGN
TYPE III BARRICADE
STA:6+85.92
BEGIN CONSTRUCTION
CONCEPTUAL OFFSITE
CENTERLINE EXTENSION EX 40' AEEX 30' ROW42' FL-FL9'5' SW9'5' SWFISCH DR
5075
5080
5085
5090
5095
5100
5105
5110
-1.40%
-0.50%
-3.92
%PVI STA = 1+79.16ELEV = 5098.75BVCS: 9+07.45BVCE: 5087.60100.00' VC
LOW PT STA = 4+85.19
LOW PT ELEV = 5094.91
PVI STA = 4+35.19
PVI ELEV = 5095.16
K = 110.60
BVCS: 3+85.19BVCE: 5095.86EVCS: 4+85.19EVCE: 5094.91155.00' VC
HIGH PT STA = 6+77.87
HIGH PT ELEV = 5093.95
PVI STA = 7+55.37
PVI ELEV = 5093.56
K = 45.32
BVCS: 6+77.87BVCE: 5093.95EVCS: 8+32.87EVCE: 5090.522+005098.65098.465098.05097.763+005097.45097.065096.75096.364+005095.85095.665095.25095.145+005094.55094.845094.35094.596+005094.15094.345094.15094.097+005094.45093.785092.95093.018+005090.75091.695088.75089.859+005087.05087.895086.0PROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILE
5075
5080
5085
5090
5095
5100
5105
5110
STREET
PLAN AND
PROFILE
15
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
W SWALLOW ROAD MATCHLINE SHEET 160
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
SS SS SS SS
SSFOFOFOFOFOEEEEEEXXXSSSSSSSSSSEGWWW W W W
HY DSS
14+73
10+00 11+00 12+00 13+00 14+00
SILVERPLUME ESTATES
TRACT D TRACT E
LOT 1 LOT 16 LOT 1 SILVER PLUME ESTATESCHERRY SEED LANEPI: 13+40.56
PT: 10+28.53
S89° 37' 29.09"E
312.37'
STA 14+50.00
N:117031.28
E:185590.70
S89° 37' 46.34"E
132.68'
L=98.64'
=9° 25' 09"
R=600.00'
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
STOP SIGN
STA:14+31.85
MATCH EXISTING
EX 68' ROW42' FL-FL9'5' SW9'5' SWW SWALLOW RD
5075
5080
5085
5090
5095
5100
5105
5110
-1.45%
-1.45%
0.67%
-1.08%PVI STA = 14+31.85ELEV = 5080.98PVI STA = 14+67.75ELEV = 5080.46185.00' VC
LOW PT STA = 10+92.45
LOW PT ELEV = 5082.97
PVI STA = 9+99.95
PVI ELEV = 5083.97
K = 65.23
EVCS: 10+92.45EVCE: 5082.97115.00' VC
LOW PT STA = 12+50.21
LOW PT ELEV = 5081.65
PVI STA = 12+36.46
PVI ELEV = 5081.41
K = 65.74
BVCS: 11+78.96BVCE: 5082.03EVCS: 12+93.96EVCE: 5081.79100.00' VC
HIGH PT STA = 13+31.44
HIGH PT ELEV = 5081.94
PVI STA = 13+49.99
PVI ELEV = 5082.16
K = 47.27
BVCS: 12+99.99BVCE: 5081.83EVCS: 13+99.99EVCE: 5081.445086.0710+005085.45084.635084.15083.5711+005083.45082.895082.95082.3512+005082.45081.845081.75081.6513+005080.75081.835077.55081.9014+005081.25081.445080.75080.7115+00MATCH EXISTINGPROPOSED GROUND
EXISTING GROUND
4'X11' PRECAST
BOX CULVERT
5075
5080
5085
5090
5095
5100
5105
5110
15+00
STREET
PLAN AND
PROFILE
16
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
W SWALLOW ROADMATCHLINE SHEET 150
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
G G G G G G G G G G G G G G G G G G G G G G G
FO FO FO FO FO FO FO FO FOGGGGGGFOFOFO
W W W W W W W W W W W W
E E E
E
W
FO
VAULT
F.O.
VAULT
F.O.VAULT
ELEC
VAULT
F.O.10+002+12 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+06
CRAWS RESUBDIVISION
HYLINE DRIVE
LOT 5 LOT 6
LOT 7
LOT 5
LOT 6
LOT 7
LOT 8ATTIKA DRIVELOT 7
STA 7+00.00
N:116690.05
E:184823.42
S89° 32' 20.33"E
794.16'
20' CURB
RETURN (TYP)
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
TYPE III BARRICADE
FUTURE WALK
STA:7+05.33
BEGIN CONSTRUCTION
CONCEPTUAL OFFSITE
CENTERLINE EXTENSION EX 60' ROWEX 60' ROW30' FL-FLFUTURE WALK 9'5' SW5090
5095
5100
5105
5110
5090
5095
5100
5105
5110
2.00%
-0.50%
-3.46
%
-2.00%
-1.50%PVI STA = 2+11.82ELEV = 5101.21PVI STA = 9+00.26ELEV = 5090.27PVI STA = 9+90.98ELEV = 5088.91PVI STA = 10+05.98ELEV = 5089.21100.00' VC
LOW PT STA = 8+05.00
LOW PT ELEV = 5092.17
PVI STA = 7+55.00
PVI ELEV = 5093.17
K = 68.27
BVCS: 7+05.00BVCE: 5094.90EVCS: 8+05.00EVCE: 5092.17150.00' VC
HIGH PT STA = 5+00.00
HIGH PT ELEV = 5099.78
PVI STA = 5+75.00
PVI ELEV = 5099.41
K = 50.55
BVCS: 5+00.00BVCE: 5099.78EVCS: 6+50.00EVCE: 5096.812+00 5100.95101.023+005100.65100.785100.35100.534+005100.35100.285099.95100.035+005099.65099.785099.35099.296+005098.25098.295096.95096.817+005095.35095.085093.45093.498+005092.35092.275091.25091.279+005090.25090.275089.45089.5210+005088.85089.09BEGIN CONSTRUCTIONPROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILE
STREET
PLAN AND
PROFILE
17
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
HYLINE DRIVE
0
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
X X X X X X
X
2+45 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+62
LOT 5
LOT 4
TRACT E
TULARE DRIVESTA 7+50.00
N:116316.74
E:185133.64
S89° 43' 09.19"E
717.15'
20' CURB
RETURN (TYP)
STOP SIGN
TYPE III BARRICADE
TYPE III BARRICADE
CONCEPTUAL OFFSITE
CENTERLINE EXTENSION STA:7+73.79
BEGIN CONSTRUCTION 30' FL-FL9'5' SWFUTURE WALK
5085
5090
5095
5100
5105
5110
5115
5085
5090
5095
5100
5105
5110
5115
-2.00%
2.00%-2.00%
2.00%
-2.55%
-2.61%PVI STA = 2+50.00ELEV = 5108.00PVI STA = 7+32.29ELEV = 5095.40PVI STA = 7+45.29ELEV = 5095.66PVI STA = 7+58.29ELEV = 5095.40PVI STA = 9+49.44ELEV = 5090.52PVI STA = 9+62.44ELEV = 5090.78PVI STA = 9+75.44ELEV = 5090.522+00 5108.05108.003+005105.75106.695104.65105.394+005103.35104.085101.95102.775+005100.75101.475100.05100.166+005099.05098.865097.95097.557+005096.55096.245095.65095.578+005094.55094.345094.15093.069+005093.65091.785092.05090.5310+00STA 7+73.79BEGIN CONSTRUCTIONPROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILE
STREET
PLAN AND
PROFILE
18
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
TULARE DRIVE
0
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
10+00 11+00 12+00 12+17
SILVER PLUME ESTATESLOT 7
LOT 8
LOT 9
LOT 8
LOT 9
LOT 10
LOT 11LOT 1 LOT 2
BENTON LANE
CRAWS RESUBDIVISIONS89° 57' 05.19"E
217.06'
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
TYPE III BARRICADE
FUTURE WALK
EX 60' ROW
30' FL-FL9'5' SW9'5' SW5085
5090
5095
5100
5105
5085
5090
5095
5100
5105
10+005091.55091.515090.65090.6111+005090.25090.205089.75089.7112+005089.45089.37-2.00%
-1.49%
2.00%PVI STA = 10+00.00ELEV = 5092.38PVI STA = 10+13.00ELEV = 5092.12PVI STA = 12+02.06ELEV = 5089.31PVI STA = 12+17.06ELEV = 5089.61PROPOSED GROUND
EXISTING GROUND
STREET
PLAN AND
PROFILE
19
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
BENTON LANE
0
5'
2.5'THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
5085
5090
5095
5100
5105
5085
5090
5095
5100
5105
-2.00%
3.00%
2.00%-3.60
%
-2.00%2.00%PVI STA = 9+87.00ELEV = 5093.51PVI STA = 10+00.00ELEV = 5093.77PVI STA = 10+13.00ELEV = 5093.51PVI STA = 13+61.56ELEV = 5093.15PVI STA = 13+80.56ELEV = 5093.53PVI STA = 13+99.56ELEV = 5093.15300.00' VC
LOW PT STA = 11+90.52
LOW PT ELEV = 5090.07
PVI STA = 11+76.81
PVI ELEV = 5087.61
K = 45.47
BVCS: 10+26.81BVCE: 5093.01EVCS: 13+26.81EVCE: 5092.1110+005093.75093.775091.95092.2411+005090.75090.975089.95090.2512+005089.75090.085090.25090.4613+005092.15091.385093.65092.8014+00
PROPOSED GROUND
EXISTING GROUNDGGGGG X X XWG
GGGGX X XW
10+00 11+00 12+00 13+00 13+81
CRAWS RESUBDIVISIONHYLINE DRIVELOT 9
LOT 8
TRACT C
LOT 1LOT 2LOT 3LOT 4
LOT 5
LOT 6
BLOCK 2
ATTIKA DRIVE
W SWALLOW RDLOT 10
N0° 02' 54.81"E
380.56'
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
TYPE III BARRICADETYPE III BARRICADE
FUTURE WALK
EX 60'
ROW EX 40' AEEX 30' ROW
0
5'
2.5'
STREET
PLAN AND
PROFILE
20
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
ATTIKA DRIVE
811 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
5085
5090
5095
5100
5105
5110
-2.27%
-0.50%
-0.50%PVI STA = 1+12.65ELEV = 5102.20150.00' VC
LOW PT STA = 5+75.00
LOW PT ELEV = 5095.85
PVI STA = 5+00.00
PVI ELEV = 5096.23
K = 55.73
BVCS: 4+25.00BVCE: 5098.62EVCS: 5+75.00EVCE: 5095.85150.00' VC
HIGH PT STA = 2+75.00
HIGH PT ELEV = 5101.39
PVI STA = 3+50.00
PVI ELEV = 5101.01
K = 55.73
BVCS: 2+75.00BVCE: 5101.39EVCS: 4+25.00EVCE: 5098.6287.58' VC
HIGH PT STA = 6+79.32
HIGH PT ELEV = 5095.33
PVI STA = 7+23.11
PVI ELEV = 5095.11
K = 49.58
BVCS: 6+79.32BVCE: 5095.33EVCS: 7+66.90EVCE: 5094.121+00 5099.35102.012+005100.05101.765100.05101.513+005099.85101.215099.75100.514+005099.25099.365098.35097.885+005097.65096.735095.75096.036+005095.85095.735095.55095.487+005095.05095.185094.25094.478+005092.95093.375091.35092.239+005090.15091.105089.0STA 8+08.75BEGIN CONSTRUCTIONPROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILEXXXXXXXX1+13 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
LOT 8
LOT 1LOT 5
TRACT F
BLOCK 5TULARE DRIVEBENTON LANEN0° 04' 09.81"E
899.14'STA 7+50.00
N:116454.12
E:185129.10
20' CURB
RETURN (TYP)
TYPE III BARRICADETYPE III BARRICADE
FUTURE WALK
STA:8+08.75
BEGIN CONSTRUCTION
CONCEPTUAL OFFSITE
CENTERLINE EXTENSION EX 60' ROWCHERRY SEED LANE
5085
5090
5095
5100
5105
5110 4065 SAINT CLOUD DRIVE, SUITE 201LOVELAND, CO 80538PHONE: 970-834-6364www.wilsonco.com0
5'
2.5'
STREET
PLAN AND
PROFILE
21
22-100-449-00
JANUARY 11, 2023
DRAWN BY:
CHECKED BY:
DATE:DESCRIPTIONDATEPROPERTY OWNERSEALPROJECT NAMEPROJECT NO:
DESIGNED BY:
SHEET NO:
SHEET TITLE REV.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
CHERRY SEED LANE MATCHLINE SHEET 22811 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
5085
5090
5095
5100
5105
5110
2.00%-2.00%2.00%
-0.79%0.56%
-1.42%PVI STA = 9+83.47ELEV = 5089.21PVI STA = 13+12.47ELEV = 5084.54PVI STA = 13+31.47ELEV = 5084.92PVI STA = 13+50.47ELEV = 5084.54PVI STA = 16+44.88ELEV = 5084.57PVI STA = 16+57.88ELEV = 5084.83100.00' VC
LOW PT STA = 14+78.65
LOW PT ELEV = 5083.76
PVI STA = 14+70.00
PVI ELEV = 5083.59
K = 73.94
BVCS: 14+20.00BVCE: 5083.99EVCS: 15+20.00EVCE: 5083.875089.9710+005088.25088.985087.45088.2711+005087.05087.565086.55086.8512+005086.25086.145086.05085.4313+005085.55084.725084.95084.5514+005085.25084.155085.75083.8115+005085.25083.795084.95084.0416+005084.75084.325084.85084.6717+00
PROPOSED GROUND
EXISTING GROUND FOFOFOFOGGGGFOFOFOWWWWWGGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
GEEEEEEEE E E E E E E E E E E E E E E XXXOHUOHUOHUSSSSSSSSSSWWSFOVAULTF.O.CVAULTF.O.FOFOFOFOGGGGFOFOFOWWWWWGGGGFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
GEEEEEEEE E E E E E E E E E E E E E E XXXOHUOHUOHUSSSSSSSSSSWWSFOVAULTF.O.CVAULTF.O.10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+58 HULL STREETLOT 4LOT 7 LOT 6 LOT 5
LOT 7
LOT 8 LOT 9 LOT 10 LOT 11
TRACT DLOT 1LOT 2LOT 3LOT 4
LOT 5LOT 6LOT 7
BLOCK 3
CHERRY SEED LANE
W SWALLOW RDHYLINE DRIVEPI: 10+11.79
N0° 02' 54.81"E
646.09'
20' CURB
RETURN (TYP)
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
STOP SIGN
STOP SIGN
FUTURE
WALK
5085
5090
5095
5100
5105
5110
STREET
PLAN AND
PROFILE
22
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
CHERRY SEED LANE
0
5'
2.5'MATCHLINE SHEET 21811 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
5080
5085
5090
5095
5100
5105
-0.63%
-0.74%PVI STA = 0+99.14ELEV = 5098.85150.00' VC
LOW PT STA = 5+75.00
LOW PT ELEV = 5091.03
PVI STA = 5+00.00
PVI ELEV = 5091.51
K = 49.50
BVCS: 4+25.00BVCE: 5094.25EVCS: 5+75.00EVCE: 5091.03150.00' VC
HIGH PT STA = 2+75.00
HIGH PT ELEV = 5097.55
PVI STA = 3+50.00
PVI ELEV = 5097.00
K = 51.26
BVCS: 2+75.00BVCE: 5097.55EVCS: 4+25.00EVCE: 5094.251+005098.85098.845097.95098.472+005096.65098.115096.35097.743+005096.65097.315096.05096.454+005095.25095.115093.35093.405+005091.75092.075090.85091.256+005091.35090.875091.55090.567+005090.85090.245090.35089.928+005090.05089.615089.1STA 5+79.81BEGIN CONSTRUCTIONPROPOSED GROUND
EXISTING GROUND
CONCEPTUAL
OFFSITE PROFILE XXXXXXXXXXXX0+86 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
LOT 10LOT 11LOT 12LOT 13
LOT 2
LOT 3LOT 4
TRACT EBENTON LANETULARE DRIVEMORELLO DRIVE
N0° 02' 54.81"E
1245.66'STA 5+50.00
N:116251.04
E:185346.03
20' CURB
RETURN (TYP)
STOP SIGN
STOP SIGN
TYPE III BARRICADE
STA:5+79.81
BEGIN CONSTRUCTION
CONCEPTUAL OFFSITE
CENTERLINE EXTENSION
5080
5085
5090
5095
5100
5105
STREET
PLAN AND
PROFILE
23
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
MORELLO DRIVE MATCHLINE SHEET 240
5'
2.5'
811 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202
5080
5085
5090
5095
5100
5105
2.00%
-2.00%PVI STA = 13+12.82ELEV = 5081.40PVI STA = 13+31.82ELEV = 5081.78150.00' VC
HIGH PT STA = 8+75.00
HIGH PT ELEV = 5089.13
PVI STA = 9+50.00
PVI ELEV = 5088.66
K = 109.74
BVCS: 8+75.00BVCE: 5089.13EVCS: 10+25.00EVCE: 5087.165089.299+005088.55088.945088.25088.4010+005087.15087.635086.15086.6611+005084.95085.665084.05084.6612+005083.75083.665083.65082.6613+005083.35081.6614+00
PROPOSED GROUND
EXISTING GROUND XXXXXXXXXXXXXXXXXXXX9+00 10+00 11+00 12+00 13+00 13+32
TRACT ELOT 9 LOT 10
LOT 11
LOT 12 LOT 13 LOT 14 LOT 15 LOT 16
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9
TRACT E
BLOCK 4
MORELLO DRIVE W SWALLOW RDBLOCK 3
STOP SIGN
20' CURB
RETURN (TYP)
5080
5085
5090
5095
5100
5105
STREET
PLAN AND
PROFILE
24
22-100-449-00
JANUARY 11, 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.BYHULL ORCHARDSSUBDIVISIONMPO
AGW
MPO
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
MORELLO DRIVEMATCHLINE SHEET 230
5'
2.5'
811 THE TRUE LIFE COMPANIES1601 19TH ST. SUITE 550DENVER, CO 80202