HomeMy WebLinkAboutHANSEN FARM - FDP190010 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSS. TIMBERLINE DRIVE RD.
KECHTER RD
ZEPHRY RD.
CS1
COVER SHEET
1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
APRIL 2019
PROJECT
LOCATION
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
Northern Engineering Services, Inc.
Project No. HNP
Date: March 1, 2004
Additional Field Survey:
Project No. 911-015
Date: May 10, 2017
ORIGINAL FIELD SURVEY BY:
CONTACT INFORMATION
PROJECT TEAM:
Danny Weber, PE
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
Bob Tessely, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
Jeff Mark
Lorson South Land Corp
X
X X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
9' UTILITY EASEMENT
FLOATING LEAF DR
KNOBBY PINE DR
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UE
3' DRAINAGE EASEMENT (TYP.)
ALLEY
59' ROW
36' FL-FL
24' FL-FL
3' DRAINAGE EASEMENT (TYP.)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36' FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 3
LOT 3
LOT 5
LOT 1
LOT 2
LOT 7
LOT 4
LOT 5
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 4
LOT 3
LOT 4
LOT 4
X X
X
X
X
X
X
6' UE
3' DRAINAGE EASEMENT (TYP.)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
WILLOW SPRINGS PUD
WILLOW SPRINGS PUD
BLOCK 2
MAIL CREEK DITCH
FUTURE 10' TRAIL
MAIL CREEK DITCH
MAINTENANCE AND ACCESS ESMT
66.17
65.57
64.99
64.80
64.38
66.48
66.76
66.62
67.14
67.53
67.19
68.36
68.74
69.41
66.32
66.05
65.67
A
FG=69.55
TF=70.22
LOT 34
A
FG=68.95
TF=69.62
LOT 35
A
FG=68.36
TF=69.03
LOT 36
A
FG=67.70
TF=68.37
LOT 37
A
FG=67.32
TF=67.99
LOT 38
A
FG=66.95
TF=67.62
LOT 39
A
FG=66.61
ALLEY
9' UTILITY EASEMENT
9' UTILITY EASEMENT
24' FL-FL
36'
FL-FL
9' UTILITY EASEMENT
6' UE
6' UE
3' DRAINAGE
EASEMENT (TYP.)
KNOBBY PINE DR
FALLEN BRANCH DR
TRACT H
D, U, PRIVATE AE & EAE
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 7
LOT 1
LOT 2
LOT 5
LOT 1
LOT 2
LOT 3
LOT 2
LOT 3
LOT 3
LOT 4
LOT 3
TRACT I
PRIVATE ACCESS
EASEMENT
6' CROSSPANS
TRACT I
PRIVATE ACCESS
EASEMENT
RENNAT, HARRY
O TRUST
PROPOSED
TYPE III
BARRICADE
BLOCK 6
BLOCK 5
BLOCK 13
BLOCK 4
BLOCK 2
DITCH LATERAL
2'x3' RCBC
TRACT N
OPEN SPACE
UTILITY AND TEMPORARY
CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
10'x1' WEIR
UD
UD UD UD
UD
UD
UD
UD
UD UD
UD UD
ALLEY
FLOATING LEAF DR
FLOATING LEAF DR
6' UE
6' UE
3' DRAINAGE
EASEMENT (TYP.)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36' FL-FL
59' ROW
6' UE
3' DRAINAGE
EASEMENT (TYP.)
6' UE
3' DRAINAGE
EASEMENT (TYP.)
9' UTILITY EASEMENT
FALLEN BRANCH DR
9' UTILITY EASEMENT
59' ROW
9' UTILITY EASEMENT
59' ROW
36' FL-FL
6' UE
3' DRAINAGE
EASEMENT (TYP.)
3' DRAINAGE
EASEMENT (TYP.)
KNOBBY PINE DR
FALLEN BRANCH DR
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT E
FUTURE DEVELOPMENT
LOT 5
LOT 4
LOT 3
TRACT G
PRIVATE ACCESS
EASEMENT
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
RAIN
GARDEN 2
X
X
X
X
X X
9' UTILITY EASEMENT
9' UTILITY EASEMENT
59' ROW
36' FL-FL
3' DRAINAGE EASEMENT (TYP.)
KNOBBY PINE DR
DITCH LATERAL
DITCH LATERAL
RENNAT, HARRY
O TRUST
RENNAT, HARRY
O TRUST
BLOCK 1
2'x3' RCBC
PEDESTRIAN BRIDGE
TRACT B
FUTURE PUBLIC PARK
20' PEDESTRIAN
ACCESS ESMT
50' DITCH BUFFER FROM
TOP OF BANK
TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
20' GRAVEL ROAD CAPABLE
OF SUPPORTING 40 TONS
UTILITY AND TEMPORARY
CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
10'x1' WEIR
TEMPORARY CONSTRUCTION
EASEMENT
(BY SEPARATE DOCUMENT)
65.05
64.80
64.55
64.30
64.05
61.90
63.46
62.99
62.70
62.48
62.26
61.00
63.34
63.13
62.85
62.60
62.35
62.10
65.30
65.55
65.84
66.14
LOT 5
LOT 3
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 5
LOT 1
LOT 2
LOT 7
LOT 4
LOT 5
LOT 2
LOT 3
LOT 4
LOT 3
LOT 4
LOT 4
LOT 1
LOT 2
LOT 1
LOT 5
LOT 6
LOT 4
ADA
LOT 1
ADA
LOT 2
ADA
LOT 3
ADA
LOT 1
ADA
LOT 2
ADA
LOT 5
ADA
LOT 4
ADA
LOT 3
ADA
LOT 5
ADA
LOT 4
ADA
LOT 2
ADA
LOT 3
ADA
9' UTILITY EASEMENT
9' UTILITY EASEMENT
24' FL-FL
BLOCK 11
BLOCK 10
BLOCK 9
BLOCK 8
BLOCK 7
BLOCK 6
BLOCK 12
LOT 1
ADA
LOT 1
ADA
LOT 2
ADA
LOT 5
LOT 4 ADA
ADA
LOT 3
ADA
LOT 5
ADA
LOT 4
ADA
LOT 2
LOT 3 ADA
ADA
BLOCK 6
BLOCK 12
69.29
69.82
69.89
70.38
69.93
69.50
69.35
69.68
69.71
68.54
68.82
68.84
67.97
68.15
68.44
68.06
69.48
FFE=70.85
FFE=69.75
3.3%
TRACT I
PRIVATE ACCESS
EASEMENT
0.7%
2.0%
69.52
2.6%
13.2%
10.6%
2.3%
2.3%
14.6%
2.4%
2.0%
8.2%
3.5%
8.3%
6.9%
STORM LINE J
SEE SHEET ST7
4945
4950
4955
4960
4965
4970
4975
4980
4945
4950
4955
4960
4965
4970
4975
4980
44+00 43+00 42+00 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+50
208.47 LF 8" PVC @ 1.60%
365.47 LF 8" PVC @ 0.55%
SSMH 11
STA 34+56.04
RIM 4965.2±
INV. IN 4953.03 (NW)
INV. OUT 4952.83 (SE)
244.10 LF 8" PVC @ 0.50%
SSMH 12
STA 38+21.50
RIM 4967.5±
INV. IN 4955.24 (N)
INV. OUT 4955.04 (SE)
230.48 LF 8" PVC @ 1.00%
SSMH 13
STA 40+65.60
RIM 4968.8±
INV. IN 4956.66 (N)
INV. OUT 4956.46 (S)
SSMH 14
STA 42+96.09
RIM 4972.0±
INV. OUT 4958.96 (S)
PROPOSED
GROUND
EXISTING
GROUND
S
S
S
S S
S S
S
S
S
W
W W W W W
W
W
W
208.47 LF 8" PVC @ 1.60%
365.47 LF 8" PVC @ 0.55%
KNOBBY PINE DR
∆
LOT 7
LOT 6
LOT 5
LOT 25
LOT 27
LOT 23 LOT 24
STA. = 10+00.00 LOT 26
(FLOATING LEAF DR)
STA. = 10+00.00
(KNOBBY PINE DR)
LOT 2
LOT 3
LOT 1
BLOCK 10
BLOCK 9
BLOCK 2
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
59' ROW
36'
FL-FL
ALLEY
TRACT G
PRIVATE ACCESS
EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
HAPPY WOODLAND DR
∆
∆
∆
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
-0.50%
-1.40%
-1.00%
PVI STA = 10+00.00
PVI ELEV = 4973.38
75.0' VC
PVI STA = 11+50.00
PVI ELEV = 4972.63
BVCS: 11+12.50
BVCE: 4972.81
EVCS: 11+87.50
EVCE: 4972.10
A.D. = 0.90
K = 83.33
75.0' VC
PVI STA = 13+50.17
PVI ELEV = 4969.82
∆
LOT 2
LOT 3
TRACT G
PRIVATE ACCESS
EASEMENT
LOT 4 LOT 5
LOT 3 LOT 4 LOT 5
LOT 29
LOT 23
LOT 24 LOT 25 LOT 26
LOT 27
LOT 32 LOT 33
LOT 31
LOT 30
LOT 28
LOT 42
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
LOT 37 LOT 38 LOT 39
LOT 40
LOT 44
LOT 41
LOT 43
LOT 34 LOT 35
LOT 36
LOT 33
BLOCK 3
BLOCK 2
BLOCK 2
FALLEN
BRANCH DR
SEE SHT
R8
FLOATING LEAF DR
BLOCK 14
9' UTILITY EASEMENT
36' FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STA. = 18+43.54
(FLOATING LEAF DR)
STA. = 10+00.00
(FALLEN BRANCH DR)
R20' R20'
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
36' FL-FL
59' ROW
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
∆
UD UD
UD
∆
LOT 34 LOT 35
LOT 32
LOT 33
LOT 31
LOT 47 LOT 48 LOT 49
LOT 44 LOT 45
LOT 46
FLOATING LEAF DR
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
12' CONCRETE
PAN
BLOCK 3
BLOCK 2
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
2' SIDEWALK
CHASE
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
R20'
59' ROW
36' FL-FL
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
LOT 36 LOT 37
LOT 38 LOT 39
LOT 40
LOT 43
LOT 41
LOT 42
LOT 50 LOT 51 LOT 52
LOT 53
LOT 54
LOT 55
∆
∆
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00
0.50%
-1.00%
∆
LOT 4
LOT 7
LOT 6
LOT 5
LOT 21
LOT 23 LOT 22
LOT 24
TRACT I
PRIVATE ACCESS
EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
STA. = 10+00.00
(KNOBBY PINE DR)
STA. = 10+00.00
(BURLY TREE DR)
ALLEY
BLOCK 2
HAPPY WOODLAND DR
∆
∆
∆
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
0.50%
-0.60%
-0.51%
-0.51%
-0.84%
-1.50%
-1.50%
-0.60%
-1.10%
PVI STA = 10+00.00
PVI ELEV = 4973.38
PVI STA = 11+01.19
PVI ELEV = 4972.66
PVI STA = 11+85.63
PVI ELEV = 4971.73
PVI STA = 15+56.52
PVI ELEV = 4967.95
PVI STA = 16+20.59
PVI ELEV = 4967.62
PVI STA = 16+60.82
PVI ELEV = 4967.28
PVI STA = 17+24.88
PVI ELEV = 4966.96
75.0' VC
HP ELEV = 4973.44
HP STA = 10+21.25
∆
LOT 3
LOT 5
LOT 4
LOT 2 LOT 1
LOT 6
LOT 18 LOT 17 LOT 16
LOT 15
LOT 13 LOT 11
LOT 12 LOT 10
LOT 9 LOT 8
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
LOT 14
LOT 17 LOT 16
LOT 15 LOT 14
LOT 12 LOT 11
LOT 10 LOT 9 LOT 8
LOT 7
LOT 6
LOT 13
9' UTILITY EASEMENT
4.5' SIDEWALK
VERTICAL
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
KNOBBY PINE DR
9' UTILITY EASEMENT
4.5' SIDEWALK
KNOBBY PINE DR
FALLEN
BRANCH DR
SEE SHT
R8
FALLEN
BRANCH DR
SEE SHT
R8
BLOCK 1
BLOCK 3
BLOCK 2
LOT 7
LOT 1
TRACT I
PRIVATE ACCESS
EASEMENT
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
STA. = 22+14.93
(KNOBBY PINE DR)
STA. = 14+58.41
(FALLEN BRANCH DR)
R20' R20'
R20' R20'
DRIVE-OVER
∆
LOT 9 LOT 8 LOT 7
LOT 6
LOT 2
LOT 4
LOT 1
LOT 5 LOT 3
LOT 8 LOT 7
LOT 6 LOT 5
LOT 3 LOT 2
LOT 1
LOT 4
PEDESTRIAN ACCESS
EASEMENT
KNOBBY PINE DR
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
36' FL-FL
59' ROW
TRACT E
FUTURE DEVELOPMENT
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
BLOCK 1
BLOCK 3
∆
∆
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+75
0.60%
-0.60%
-0.50%
0.50%
-2.00%
PVI STA = 31+03.98
PVI ELEV = 4962.72
PVI STA = 34+77.45
PVI ELEV = 4961.70
PVI STA = 36+62.82
PVI ELEV = 4960.02
PVI STA = 36+65.82
PVI ELEV = 4959.87
PVI STA = 36+68.82
∆
FALLEN BRANCH DR
KNOBBY
PINE DR
SEE SHT
R6
VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
STOP SIGN w/
STREET NAME
9' UTILITY EASEMENT
4.5' SIDEWALK
LOT 25
LOT 2
TRACT G
PRIVATE ACCESS
EASEMENT
LOT 5
LOT 4
LOT 3
LOT 1
LOT 2
LOT 21
LOT 18
LOT 22
LOT 20 LOT 19 LOT 17
LOT 23
LOT 24
LOT 2
LOT 1
LOT 4
LOT 3
DRIVE-OVER
CURB & GUTTER
STA. = 14+58.41
(FALLEN BRANCH DR)
STA. = 22+14.93
(KNOBBY PINE DR)
STA. = 12+42.95
(FALLEN BRANCH DR)
STA. = 19+08.87
(ALLEY)
12' CONCRETE
PAN
2' SIDEWALK
CHASE
BLOCK 14
BLOCK 4
TRACT I
PRIVATE ACCESS
EASEMENT
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT
KNOBBY
PINE DR
SEE SHT
M F.O.
TWISTED ROOT DR
9' UTILITY EASEMENT
4.5' SIDEWALK
VERTICAL
CURB & GUTTER
BURLY
TREE DR
SEE SHT
R4
BURLY
TREE DR
SEE SHT
R3
9' UTILITY EASEMENT
4.5' SIDEWALK
VERTICAL
CURB & GUTTER
STORM DRAIN B
STORM DRAIN A
TIMBERLINE RD
SEE SHT
R11
TIMBERLINE RD
SEE SHT
R11
R25'
R20'
R20'
R25'
STA. = 14+27.77
(TWISTED ROOT DR)
STA. = 17+45.85
(TIMBERLINE RD)
STA. = 10+00.00
(TWISTED ROOT DR)
STA. = 31+03.55
(BURLY TREE DR)
STOP SIGN w/
STREET NAME
STOP SIGN w/
STREET NAME
36' FL-FL
59' ROW
6' CONCRETE
PAN
PROPOSED
EMERGENCY
ACCESS GATE
-SEE DETAIL
SHEET D10
4950
4955
4960
4965
4970
4950
4955
4960
4965
T S
T S
T S
T S
15' UTILITY EASEMENT
TIMBERLINE ROAD
10' SIDEWALK
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
STORM DRAIN A
STORM DRAIN D
ZEPHYR ROAD
SEE SHT R10
TIMBERLINE ROAD
129.0' ROW
95.2' FL-FL
EXISTING EDGE
OF ASPHALT
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
TIE TO EXISTING
15' UTILITY EASEMENT
6' SIDEWALK
127.5' ROW
EXISTING CURB
& GUTTER
95.2' FL-FL
PROPOSED
ADDITIONAL
ASPHALT
PROPOSED MILL &
OVERLAY
STA. = 26+17.38
(TIMBERLINE ROAD)
STA. = 10+00.00
(ZEPHYR ROAD)
ASPHALT PATCH
FUTURE CURB
AND GUTTER
FUTURE
MEDIAN CURB FUTURE
MEDIAN CURB
TIE TO EXISTING
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
4955
4960
E
E
E E
E
E E
E
E E
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
ST
VAULT
F.O.
T
VAULT
F.O.
T
VAULT
F.O.
TELE
ST
GAS
X
M F.O.
16" W 16" W
16" W 16" W 16" W
16" W
16" W
16" W
16" W
16" W
16" W
16" W 16" W
16" W
16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W
8" W
T S
T S
T S
T S
ZEPHYR ROAD
SIDE VIEW
2"X2"X1
8" ANGLE IRON
OUTSIDE OF FRAME
2"X2"X1
8" ANGLE IRON
OUTSIDE OF FRAME
SOLID GALVANIZED
STEEL PLATE
2.5'
SOLID GALVANIZED
STEEL PLATE
2'X3' BOX
CULVERT
CONCRETE
HEADWALL
6"X6" GRID NO.4
REBAR
TOP VIEW
3'
2"X2"X1
8" ANGLE IRON
OUTSIDE OF FRAME
WELD CONNECTION STEEL PLATE TO
2"X2"X1
8" ANGLE IRON FRAME
WELD CONNECTION STEEL PLATE TO
2"X2"X1
8" ANGLE IRON FRAME
2"X2"X1
8" ANGLE IRON
OUTSIDE OF FRAME
2.5'
2.5'
1 1
2 "X1
1
2 "X
1
8" ANGLE IRON
EXPANDED METAL OUTSIDE OF FRAME
FLATTENED STAINLESS OR
GALVANIZED STEAL
1
2 NO. 16
4"X4" HANDLE
4"X4" HANDLE
4"X4" HANDLE
FRONT VIEW
SIDE VIEW
TOP VIEW
IRRIGATION
GRATE PANEL
4"X4" HANDLE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
X
X
B M
12" W
12" W
X
X
X
TELE
X
X
X
X
X
X
M
GAS
X
X X
X
F
.O.
MM
M F.O.
IRR
T S
T S
T S
T S
W
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W W
W
W
W
W
W
W
W
W W
W
W
W
W W
W W
W W
W
W
S
S
S
S
S
S
S S
S S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W W
W
W
S
S
S S
S
W
W
W W
W
S
S
S S
S
S
W
W
W W W
W
S
S
S
S
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
S
S S S S
W
W
W W W
W
S
S S
S
S
S
S
S
S
S
S
WW
W
W
W
W W
W
W
W
W
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
M
WM
WM
WM
WM
WM
WM
W
W
W W
W
WW
WW
S
S
S
S
S
S
S
S S S
W
M
W
WM WM
W
WM
S
S
S
WM
W
S S
W
W
W
S S S S
S
S
S
S S S
S
W
WW W
W
M
WM
WM
WM
WM
WM WM
WM
WM
WM
W W
W
WW
W
W
WW
W
S S
S
S S
S S
S S S
S
S S S S
S
S
S
S
S S S
S S
W
WM M
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
W
W
W
WW WW
WW
W
W
W
W
WW
WW
W
W
W
WW
WW
W
S
S
S
S
S
S
S
S
S
S
S
S
W
WM WM M
WM
WM
WM
WM
WM
WM
WM
WM
W
WM
WM
W
WM
WM
W
W
WM WM
WM
WM
W
W
W
WM
W
BLOCK 3
BLOCK 1
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
WD
WD
WD
WD
WD
WD
WD
WD
WD
IP
IP
IP
IP
IP
IP
IP
IP
IP
CWA
VTC
ST
VTC
CWA
ST
ST
WD
RS
BLOCK 2
BLOCK 5
BLOCK 6 BLOCK 13
BLOCK 14
BLOCK 4
BLOCK 12
BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 10
BLOCK 9
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 1
TRACT E
FUTURE DEVELOPMENT
TRACT L
D&UE
TRACT D
FUTURE DEVELOPMENT
TRACT B
FUTURE PUBLIC PARK
TRACT F
DRAINAGE, UTILITY &
PEDESTRIAN ACCESS
EASEMENT TRACT K
D&UE
MU
MU
MU
MU
MU
MU
MU
CF CF
CF
CF
CF
CF CF
CF CF CF
CF CF CF
CONSTRUCTION
FENCE
MU
ECB
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
EC1
EROSION CONTROL PLAN
68
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
EROSION CONTROL NOTES:
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TABLE OF CONSTRUCTION SEQUENCE
AND BMP APPLICATION
Project: PATEROS CREEK
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
PROPOSED UNDERDRAIN UD
BENCHMARK/BASIS OF BEARING
BENCHMARK #1:
City of Fort Collins Benchmark 2-02:
Elevation= 4964.37
BENCHMARK #2:
City of Fort Collins Benchmark 16-01:
Elevation= 4956.98
Basis of Bearing
The Basis of Bearings is the East line of the Northeast Quarter of Section 7, as
bearing South 00°00'53" East (assumed bearing) as monumented on drawing.
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD
VTC
SILT FENCE SF SF
ROCK SOCK RS
RIP RAP RR
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION
OF OVERLOT GRADING.
5. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS
ARE AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
6. REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR
HANSEN PROPERTY DATED: APRIL 17, 2019 FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WD
TRAFFIC CONTROL BARRICADE TCB
CONCRETE WASH AREA CWA
SEDIMENT TRAP ST
CONSTRUCTION FENCE CF CF CF
LIMITS OF DISTURBANCE LOD
MULCH MU
Under slope stabilization rolled products. Reseeding may be required.
5/14/19
Does not match the required format.
See written comments.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
D7
IRRIGATION DETAILS
63
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
k
WING ELEVATION
TYPICAL CULVERT LAYOUT
DETAIL "A"
GENERAL NOTES:
600 WINGWALLS 601 WINGWALLS
603
IRRIGATION LINE A
WING WALL ANGLE DIMENSIONS
602
BOX CULVERT BEDDING
REQUIREMENTS
l
k
ROAD FINISHED
GRADE
CULVERT
HEIGHT
CONCRETE
WING WALL
APRON TOE WALL
k
CONCRETE
WING WALL
TOP OF
CONCRETE
HEADWALL
FLOW FLOW
RIPRAP
A
2' DEPTH (TYP.)
90% NATIVE &
10% BENTANITE CLAY
COMPACTED IN 6" LIFTS
SECTION A-A
90% NATIVE &
10% BENTANITE CLAY
COMPACTED IN 6" LIFTS
A
2' (TYP.)
CULVERT
HEIGHT
2' (TYP.)
NATIVE
SOIL
90% NATIVE &
10% BENTANITE CLAY
COMPACTED IN 6"
LIFTS
2' (TYP.)
A
A
CULVERT
WIDTH
TOP VIEW
SIDE VIEW
TOP OF
CONCRETE
HEADWALL
NATIVE
SOIL
1
2
4
3
ROAD CL
NORTH
45.00°'
45.00°'
45.00°'
45.00°'
CULVERT CL
604
IRRIGATION LINE B
WING WALL ANGLE DIMENSIONS
90.00°'
90.00°'
1
2
CULVERT CL
ROAD CL
W
W
W
W
WINGWALL DIMENSIONS - IRRIGATION LINE A
WALL ID H (FT) K(FT) I(FT) M(FT) E (ANGLE) W (FT)
1 (NW) 2 4.5 7.83 3.5 45 18
2 (NE) 2 4.5 7.97 3.5 45 18
3 (SE) 2 4.5 7.83 3.5 45 18
4 (SW) 2 4.5 7.97 3.5 45 18
NOTE:
SEE SHEET IR1 FOR CORRISPONDING WALL ID LOCATION
SEE FORT COLLINS DETAIL FOR ADDITIONAL INFORMATION
SEE ABOVE DIAGRAM FOR 'W' VALUE
WINGWALL DIMENSIONS - IRRIGATION LINE B
WALL ID H (FT) K(FT) I(FT) M(FT) E (ANGLE) W (FT)
1 (N) 2 4.5 9 3.5 45 24
2 (S) 2 4.5 9 3.5 45 24
NOTE:
SEE SHEET IR1 FOR CORRISPONDING WALL ID LOCATION
SEE FORT COLLINS DETAIL FOR ADDITIONAL INFORMATION
SEE ABOVE DIAGRAM FOR 'W' VALUE
NORTH
605 IRRIGATION GRATE BASE FRAME
ISOMETRIC VIEW
2"X2"X1
8" ANGLE IRON
OUTSIDE OF FRAME
The smaller text does not scan or reproduce.
The text needs to increase in size.
Line Over Text
5/14/19
TIMBERLINE RD
TIMBERLINE RD
TWISTED ROOT DR
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
TRACT L
D&UE
TRACT M
D&UE
TRACT K
D&UE
15' UTILITY EASEMENT
6' SIDEWALK
PROPOSED VERTICAL
CURB & GUTTER
EXISTING EDGE
OF ASPHALT
PROPOSED VERTICAL
CURB & GUTTER STORM DRAIN A
107.5' ROW
59.2' FL-EOP
15' UTILITY EASEMENT
10' SIDEWALK
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
15' UTILITY EASEMENT
10' SIDEWALK
STORM DRAIN A
STORM DRAIN D
129.0' ROW
95.2' FL-FL
EXISTING EDGE
OF ASPHALT
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
TIE TO EXISTING
15' UTILITY EASEMENT
6' SIDEWALK
127.5' ROW
95.2' FL-FL
69.5' FL-EOP
119.5' ROW
PROPOSED
ADDITIONAL
ASPHALT
PROPOSED
ADDITIONAL
ASPHALT
PROPOSED MILL &
OVERLAY
PROPOSED EMERGENCY
ACCESS GATE
- SEE NOTES
ASPHALT PATCH
PROPOSED EDGE
OF ASPHALT
TIE TO EXISTING
DITCH COMPANY
12' DRIVEWAY
APPROACH
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
15+50
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
16+00
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
16+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
17+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
17+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
18+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
18+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
19+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
19+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
20+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
20+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
21+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
21+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
22+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
22+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
23+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
23+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
24+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
24+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
25+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
25+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
26+00
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
26+50
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40 60
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
27+00
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40 60
-1.98%
-2.46%
-2.82%
-2.93%
-1.95%
-1.89%
-1.70%
-2.88%
-2.74%
-2.77%
-3.36%
-3.24%
-3.30%
-3.09% -3.09%
-2.88%-2.88%
-2.93%
-2.93%
-2.93%
-2.55%
-2.61%
-2.87%
-2.47%
-2.07%
-1.69%
-1.72%
-1.60%
-1.76%
-2.32%
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
XS1
CROSS-SECTIONS
TIMEBERLINE RD
55
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
XS1
Text Over Text
Text Over Text
Text Over Text
Line Over Text
Line Over Text
Line Over Text Line Over Text Line Over Text
5/14/19
4965
4970
4975
4955
4960
4965
4970
4975
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
500.0' VC
HP ELEV = 4963.26
HP STA = 27+90.13
PVI STA = 28+51.78
PVI ELEV = 4964.45
BVCS: 25+51.78
BVCE: 4962.47
A.D. = 2.07
K = 241.31
0.66%
400.0' VC
LP ELEV = 4960.42
LP STA = 21+48.82
PVI STA = 21+31.77
PVI ELEV = 4959.71
ECVS: 23+31.77
EVCE: 4961.02
A.D. = 1.44
K = 277.84
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
0.50%
0.90%
0.61%
-0.50%
-0.50%
0.87%
0.50%
PVI STA = 21+78.83
PVI ELEV = 4958.75
PVI STA = 23+25.37
PVI ELEV = 4959.48
PVI STA = 24+95.51
PVI ELEV = 4961.02
PVI STA = 25+67.05
PVI ELEV = 4961.45
PVI STA = 26+19.51
PVI ELEV = 4961.91
PVI STA = 28+09.84
PVI ELEV = 4962.02
150.0' VC
HP ELEV = 4962.25
HP STA = 27+25.72
PVI STA = 27+25.73
PVI ELEV = 4962.44
BVCS: 26+50.73
BVCE: 4962.06
EVCS: 28+00.73
EVCE: 4962.06
A.D. = 1.00
K = 149.98
4960.46
4960.47
4960.83
4961.47
4962.13
4962.76
4963.15
4963.26
4963.05
4960.70
4960.60
4960.52
4960.43
4960.42
4960.43
4960.53
4960.61
4960.71
4960.98
4961.14
4961.31
4961.64
4961.80
4961.97
4962.30
4962.46
4962.62
4962.88
4962.99
4963.07
4963.20
4963.24
4963.25
4963.24
4963.21
4963.15
4962.91
4962.74
4962.52
4959.15
4958.86
4959.36
4960.16
4961.04
4961.74
4962.23
4962.06
4959.52
4959.40
4959.27
4959.02
4958.90
4958.77
4958.98
4959.11
4959.23
4959.48
4959.71
4959.93
4960.38
4960.61
4960.83
4961.19
4961.35
4961.52
4961.93
4962.06
4962.16
4962.25
4962.23
4962.17
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4960.38
4960.25
4960.13
4960.00
4959.88
4959.75
4959.63
4959.50
FUTURE
GRADE
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GRADE
-0.50%
0.50%
PVI STA = 21+75.03
PVI ELEV = 4959.50
PVI STA = 21+92.98
PVI ELEV = 4959.59
(0.50%)
TIE TO EXISTING
STA.=27+13.38
EL. = 4962.327
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R12
PLAN AND PROFILE
TIMBERLINE ROAD
48
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH
STA
30+00
SEE SHT
R13
R13
R12
R11
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R13 STA 30+00
MATCH LINE SEE SHEET R11 STA 20+00 MATCH LINE SEE SHEET R11 STA 20+00
LINE
MATCH
STA
20+00
S
EE SHT
R11
MATCH LINE SEE SHEET R11 STA 20+00
LEFT FLOWLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
Text Over Text
5/14/19
4970
9+75 10+00 11+00 12+00 13+00 14+00 14+50
-2.25%
2.00%
-0.50%
2.50%
2.89%
-5.56%
5.56%
PVI STA = 10+00.00
PVI ELEV = 4960.46
PVI STA = 10+16.00
PVI ELEV = 4960.10
PVI STA = 13+82.27
PVI ELEV = 4961.43
PVI STA = 14+08.46
PVI ELEV = 4962.19
PVI STA = 10+19.00
PVI ELEV = 4959.93
PVI STA = 10+22.00
PVI ELEV = 4960.10
75.0' VC
HP ELEV = 4960.95
HP STA = 10+94.50
PVI STA = 10+72.00
PVI ELEV = 4961.10
BVCS: 10+34.50
BVCE: 4960.35
EVCS: 11+09.50
EVCE: 4960.91
A.D. = 2.50
K = 30.00
120.0' VC
LP ELEV = 4960.11
LP STA = 12+79.41
PVI STA = 13+19.41
PVI ELEV = 4959.86
BCVS: 12+59.41
BVCE: 4960.16
ECVS: 13+79.41
EVCE: 4961.36
A.D. = 3.00
K = 40.00
4960.46
4960.16
4960.62
4960.88
4960.94
4960.83
4960.71
4960.58
4960.46
4960.33
4960.21
4960.11
4960.16
4960.37
4960.73
4961.25
4961.94
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
24" RCP STORM
STA.=13+44.87
INV.=4952.81
15" RCP STORM
STA.=12+79.14
INV.=4954.87
FUTURE
FALLEN BRANCH DR
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
18+00 19+00 20+00 21+00 22+00
4967.63
4961.63
4955.63
4971.74
4970.57
4969.13
4966.13
4964.63
4963.13
4960.13
4958.63
4957.13
4954.13
4952.63
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
GROUND
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
EVCS: 18+64.55
EVCE: 4969.75
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 14+50
4959.92
4960.24
4960.41
4960.42
4960.30
4960.18
4960.05
4959.93
4959.80
4959.68
4959.55
4959.64
4959.84
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
1.38%
-0.50%
0.50%
0.90%
1.30%
PVI STA = 10+19.00
PVI ELEV = 4959.84
PVI STA = 12+79.41
PVI ELEV = 4959.53
PVI STA = 13+04.41
PVI ELEV = 4959.66
PVI STA = 13+29.41
PVI ELEV = 4959.88
PVI STA = 13+49.26
PVI ELEV = 4960.14
75.0' VC
HP ELEV = 4960.43
HP STA = 10+89.52
PVI STA = 10+72.00
PVI ELEV = 4960.57
BVCS: 10+34.50
BVCE: 4960.05
EVCS: 11+09.50
EVCE: 4960.38
A.D. = 1.88
K = 39.95
24" RCP STORM
STA.=13+37.67
INV.=4952.85
INLET B2
INV. IN=4954.78 (S)
INV. OUT=4954.78 (N)
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 14+50
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
1.04%
-0.50%
1.70%
0.50%
0.90%
1.30%
PVI STA = 10+19.00
PVI ELEV = 4960.02
PVI STA = 12+79.41
PVI ELEV = 4959.53
PVI STA = 13+04.41
PVI ELEV = 4959.66
PVI STA = 13+29.41
PVI ELEV = 4959.88
PVI STA = 13+54.41
PVI ELEV = 4960.21
PVI STA = 13+61.28
PVI ELEV = 4960.32
75.0' VC
HP ELEV = 4960.44
HP STA = 10+85.12
PVI STA = 10+72.00
PVI ELEV = 4960.57
BVCS: 10+34.50
BVCE: 4960.18
EVCS: 11+09.50
EVCE: 4960.38
A.D. = 1.54
K = 48.77
1.04%
-0.50%
1.70%
0.50%
0.90%
1.30%
PVI STA = 10+19.00
PVI ELEV = 4960.02
PVI STA = 12+79.41
PVI ELEV = 4959.53
PVI STA = 13+04.41
PVI ELEV = 4959.66
PVI STA = 13+29.41
PVI ELEV = 4959.88
PVI STA = 13+54.41
PVI ELEV = 4960.21
PVI STA = 13+61.28
PVI ELEV = 4960.32
75.0' VC
HP ELEV = 4960.44
HP STA = 10+85.12
PVI STA = 10+72.00
PVI ELEV = 4960.57
BVCS: 10+34.50
BVCE: 4960.18
EVCS: 11+09.50
EVCE: 4960.38
A.D. = 1.54
K = 48.77
4960.08
4960.32
4960.43
4960.42
4960.30
4960.18
4960.05
4959.93
4959.80
4959.68
4959.55
4959.64
4959.84
4960.15
24" RCP STORM
STA.=13+52.08
INV.=4952.77
INLET B3
INV. OUT=4954.96 (N)
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
18+00 19+00 20+00 21+00 22+00
4967.63
4961.63
4955.63
4971.74
4970.57
4969.13
4966.13
4964.63
4963.13
4960.13
4958.63
4957.13
4954.13
4952.63
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
GROUND
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
EVCS: 18+64.55
EVCE: 4969.75
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
18+00 19+00 20+00 21+00 22+00
4967.63
4961.63
4955.63
4971.74
4970.57
4969.13
4966.13
4964.63
4963.13
4960.13
4958.63
4957.13
4954.13
4952.63
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
GROUND
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
EVCS: 18+64.55
EVCE: 4969.75
-6.00%
PVI STA = 21+61.79
PVI ELEV = 4951.92
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R9
TWISTED ROOT DR PLAN AND PROFILE
FALLEN BRANCH DR &
45
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CENTERLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
LINE
MATCH
STA
18+00
SEE SHT
R8
CENTERLINE
TWISTED ROOT DR
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
R8
R9
MATCH LINE SEE SHEET R8 STA 18+00
LEFT FLOWLINE
TWISTED ROOT DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
TWISTED ROOT DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R8 STA 18+00
RIGHT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R8 STA 18+00
Line Over Text &
Text Over Text
Text Over Text
Line Over Text
5/14/19
R6
FLOATING
LEAF DR
SEE SHT
R2
FLOATING
LEAF DR
SEE SHT
R2
59' ROW
36' FL-FL
2' SIDEWALK
CHASE
R20'
R20'
R20'
R20'
STOP SIGN w/
STREET NAME
STOP SIGN w/
STREET NAME
PROPOSED
TYPE III
BARRICADE
2'x3' RCBC
FUTURE
FALLEN
BRANCH DR
END PROPOSED
ROADWAY
PROPERTY
BOUNDARY
UTILITY AND TEMPORARY
CONSTRUCTION EASEMENT
(BY SEPARATE DOCUMENT)
∆
∆
ALLEY
STA. = 10+00.00
(FALLEN BRANCH DR)
STA. = 18+43.54
(BURLY TREE DR)
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
END PROPOSED ROADWAY
STA.=16+62.13
EL. = 4971.655
4966.99
4964.86
4962.74
4961.67
4961.61
4962.68
4966.74
4973.11
4966.47
4965.94
4965.39
4964.35
4963.79
4963.23
4962.41
4962.11
4961.82
4961.51
4961.49
4961.55
4961.71
4961.93
4962.14
4963.70
4964.71
4965.73
4967.92
4970.99
4972.33
4973.89
4974.02
4974.01
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
24"x36" RCBC
STA.=16+58.79
INV.=4967.93
0.50%
4.00%
4.40%
-2.25%
-0.53%
-1.23%
PVI STA = 10+00.00
PVI ELEV = 4964.89
PVI STA = 10+16.42
PVI ELEV = 4964.52
PVI STA = 12+62.91
PVI ELEV = 4962.14
PVI STA = 12+68.91
PVI ELEV = 4961.99
PVI STA = 12+74.91
PVI ELEV = 4962.14
PVI STA = 15+71.41
PVI ELEV = 4967.67
75.0' VC
PVI STA = 12+25.41
PVI ELEV = 4962.82
BVCS: 11+87.91
BVCE: 4963.02
EVCS: 12+62.91
EVCE: 4962.14
A.D. = 1.29
K = 58.19
75.0' VC
PVI STA = 13+12.41
PVI ELEV = 4962.83
BVCS: 12+74.91
BVCE: 4962.14
EVCS: 13+49.91
EVCE: 4963.01
A.D. = 1.34
K = 56.15
208.0' VC
HP ELEV = 4973.35
HP STA = 17+44.55
PVI STA = 17+60.55
PVI ELEV = 4975.99
BVCS: 16+56.55
BVCE: 4971.42
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.49
BCVS: 10+62.72
BVCE: 4963.95
ECVS: 11+37.72
EVCE: 4963.29
A.D. = 0.70
K = 107.41
105.0' VC
PVI STA = 14+70.00
PVI ELEV = 4963.61
BCVS: 14+17.50
BVCE: 4963.35
ECVS: 15+22.50
EVCE: 4965.71
A.D. = 3.50
K = 30.00
0.50%
4.00%
4.40%
-2.25%
-0.53%
-1.23%
PVI STA = 10+00.00
PVI ELEV = 4964.89
PVI STA = 10+16.42
PVI ELEV = 4964.52
PVI STA = 12+62.91
PVI ELEV = 4962.14
PVI STA = 12+68.91
PVI ELEV = 4961.99
PVI STA = 12+74.91
PVI ELEV = 4962.14
PVI STA = 15+71.41
PVI ELEV = 4967.67
75.0' VC
PVI STA = 12+25.41
PVI ELEV = 4962.82
BVCS: 11+87.91
BVCE: 4963.02
EVCS: 12+62.91
EVCE: 4962.14
A.D. = 1.29
K = 58.19
75.0' VC
PVI STA = 13+12.41
PVI ELEV = 4962.83
BVCS: 12+74.91
BVCE: 4962.14
EVCS: 13+49.91
EVCE: 4963.01
A.D. = 1.34
K = 56.15
208.0' VC
HP ELEV = 4973.35
HP STA = 17+44.55
PVI STA = 17+60.55
PVI ELEV = 4975.99
BVCS: 16+56.55
BVCE: 4971.42
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.49
BCVS: 10+62.72
BVCE: 4963.95
ECVS: 11+37.72
EVCE: 4963.29
A.D. = 0.70
K = 107.41
105.0' VC
PVI STA = 14+70.00
PVI ELEV = 4963.61
BCVS: 14+17.50
BVCE: 4963.35
ECVS: 15+22.50
EVCE: 4965.71
A.D. = 3.50
K = 30.00
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4963.07
4962.50
4962.01
4962.73
4964.12
4968.03
4972.14
4963.61
4963.31
4962.88
4962.75
4962.62
4962.28
4962.06
4961.92
4962.22
4962.45
4962.60
4962.85
4963.07
4963.49
4964.96
4965.95
4966.95
4969.13
4970.23
4971.31
4972.65
4972.86
4972.75
-0.50%
0.50%
4.00%
4.40%
-0.90%
-0.50%
-1.23%
0.50%
0.90%
PVI STA = 10+38.00
PVI ELEV = 4963.76
PVI STA = 12+02.27
PVI ELEV = 4962.49
PVI STA = 12+53.13
PVI ELEV = 4962.03
PVI STA = 12+78.13
PVI ELEV = 4961.90
PVI STA = 13+03.13
PVI ELEV = 4962.03
PVI STA = 13+56.46
PVI ELEV = 4962.51
PVI STA = 15+80.63
PVI ELEV = 4967.18
208.0' VC
HP ELEV = 4972.86
HP STA = 17+53.77
PVI STA = 17+69.77
PVI ELEV = 4975.50
BVCS: 16+65.77
BVCE: 4970.92
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4963.00
BCVS: 10+62.72
BVCE: 4963.46
ECVS: 11+37.72
EVCE: 4962.81
A.D. = 0.73
K = 102.57
105.0' VC
PVI STA = 14+79.22
PVI ELEV = 4963.12
BCVS: 14+26.72
BVCE: 4962.86
ECVS: 15+31.72
EVCE: 4965.22
A.D. = 3.50
K = 30.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
END PROPOSED ROADWAY
STA.=16+71.35
EL. = 4971.162
FUTURE
GRADE
24"x36" RCBC
STA.=16+67.25
INV.=4967.90
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4963.09
4962.39
4962.28
4962.78
4964.72
4968.84
4972.55
4963.89
4963.44
4962.83
4962.68
4962.54
4962.26
4962.13
4962.16
4962.41
4962.53
4962.66
4962.96
4963.34
4963.92
4965.69
4966.69
4967.74
4969.94
4971.04
4971.95
4972.83
4972.81
4972.47
-0.57%
-0.50%
0.50%
0.50%
4.00%
4.40%
-1.85%
PVI STA = 10+38.00
PVI ELEV = 4964.12
PVI STA = 12+17.21
PVI ELEV = 4962.29
PVI STA = 12+59.69
PVI ELEV = 4962.08
PVI STA = 13+03.19
PVI ELEV = 4962.30
PVI STA = 15+62.19
PVI ELEV = 4967.18
208.0' VC
HP ELEV = 4972.86
HP STA = 17+35.33
PVI STA = 17+51.33
PVI ELEV = 4975.50
BVCS: 16+47.33
BVCE: 4970.92
A.D. = 10.40
K = 20.00
75.0' VC
PVI STA = 11+00.22
PVI ELEV = 4962.96
BCVS: 10+62.72
BVCE: 4963.66
ECVS: 11+37.72
EVCE: 4962.75
A.D. = 1.28
K = 58.47
105.0' VC
PVI STA = 14+59.83
PVI ELEV = 4963.08
BCVS: 14+07.33
BVCE: 4962.82
ECVS: 15+12.33
EVCE: 4965.18
A.D. = 3.50
K = 30.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
END PROPOSED ROADWAY
STA.=16+52.91
EL. = 4971.162
FUTURE
GRADE
24"x36" RCBC
STA.=16+50.33
INV.=4967.96
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R8
PLAN AND PROFILE
FALLEN BRANCH DR
44
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
CENTERLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+00
SEE SHT
R9
MATCH LINE SEE SHEET R9 STA 18+00
R8
R9
LEFT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R9 STA 18+00
RIGHT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R9 STA 18+00
Line Over Text
5/14/19
PVI ELEV = 4960.02
PVI STA = 36+84.82
PVI ELEV = 4960.38
75.0' VC
HP ELEV = 4963.22
HP STA = 32+05.87
PVI STA = 32+05.87
PVI ELEV = 4963.33
BVCS: 31+68.37
BVCE: 4963.11
EVCS: 32+43.37
EVCE: 4963.11
A.D. = 1.20
K = 62.50
75.0' VC
PVI STA = 36+12.82
PVI ELEV = 4961.02
BVCS: 35+75.32
BVCE: 4961.21
EVCS: 36+50.32
EVCE: 4960.27
A.D. = 1.50
K = 50.00
4961.70
4962.20
4962.70
4963.22
4962.77
4962.17
4961.59
4961.03
4961.58
4961.82
4961.95
4962.08
4962.32
4962.45
4962.58
4962.85
4963.00
4963.14
4963.19
4963.07
4962.92
4962.62
4962.47
4962.32
4962.02
4961.87
4961.72
4961.46
4961.34
4961.21
4960.72
4960.28
4960.16
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
15" RCP STORM
STA.=36+66.83
INV.=4955.33
STA. = 36+84.82
(KNOBBY PINE DR)
STA. = 35+57.05
(BURLY TREE DR)
KNOBBY PINE DR
BURLY
TREE DR
SEE SHT R4
BURLY
TREE DR
SEE SHT R4
R20'
R20'
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
59' ROW
36' FL-FL
TRACT E
FUTURE DEVELOPMENT
STORM DRAIN C
STOP SIGN w/
STREET NAME
6' CONCRETE
PAN
∆
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+75
4961.43
4961.92
4962.47
4962.55
4961.93
4961.31
4960.78
4959.91
4961.30
4961.55
4961.67
4961.80
4962.05
4962.17
4962.31
4962.62
4962.70
4962.68
4962.40
4962.24
4962.09
4961.77
4961.62
4961.46
4961.16
4961.03
4960.91
4960.65
4960.48
4960.23
-0.62%
-0.50%
-1.36%
0.50%
0.62%
PVI STA = 30+61.18
PVI ELEV = 4962.23
PVI STA = 34+21.20
PVI ELEV = 4961.18
PVI STA = 36+09.57
PVI ELEV = 4959.78
75.0' VC
HP ELEV = 4962.70
HP STA = 31+56.72
PVI STA = 31+56.72
PVI ELEV = 4962.82
BVCS: 31+19.22
BVCE: 4962.59
EVCS: 31+94.22
EVCE: 4962.59
A.D. = 1.24
K = 60.25
75.0' VC
PVI STA = 35+56.57
PVI ELEV = 4960.50
BVCS: 35+19.07
BVCE: 4960.69
EVCS: 35+94.07
EVCE: 4959.99
A.D. = 0.86
K = 87.40
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
15" RCP STORM
STA.=36+10.58
INV.=4955.24
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+75
4960.87
4961.37
4961.87
4962.39
4962.66
4962.10
4961.52
4960.97
4960.44
4960.74
4960.99
4961.12
4961.24
4961.49
4961.62
4961.74
4961.99
4962.12
4962.24
4962.53
4962.67
4962.71
4962.53
4962.39
4962.24
4961.95
4961.81
4961.66
4961.37
4961.23
4961.10
4960.85
4960.72
4960.60
4960.19
0.58%
-0.58%
-0.50%
0.50%
-1.02%
PVI STA = 31+72.13
PVI ELEV = 4962.23
PVI STA = 35+59.04
PVI ELEV = 4961.18
PVI STA = 36+94.41
PVI ELEV = 4960.50
PVI STA = 37+47.41
PVI ELEV = 4959.96
75.0' VC
HP ELEV = 4962.71
HP STA = 32+74.82
PVI STA = 32+74.82
PVI ELEV = 4962.82
BVCS: 32+37.32
BVCE: 4962.60
EVCS: 33+12.32
EVCE: 4962.60
A.D. = 1.16
K = 64.75
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
15" RCP STORM
STA.=37+48.42
INV.=4955.42
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R7
PLAN AND PROFILE
KNOBBY PINE DR
43
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
CENTERLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
28+50
SEE SHT
R6
R7
R6
R5
MATCH LINE SEE SHEET R6 STA 28+50
LINE
MATCH
STA
33+00
LINE
MATCH STA
33+00
MATCH LINE STA MATCH LINE SEE SHEET R6 STA 28+50
SEE SHEET R6 28+50
LEFT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
Line Over Text
5/14/19
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
59' ROW
36' FL-FL
12' CONCRETE
PAN
2' SIDEWALK
CHASE
6' CROSSPAN
6' CROSSPAN
STOP SIGN w/
STREET NAME
LOT 2
BLOCK 6
∆
∆
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
2.25%
-2.25%
-2.00%
0.50%
2.00%
-0.60%
-0.90%
-0.50%
PVI STA = 21+92.10
PVI ELEV = 4963.46
PVI STA = 21+95.10
PVI ELEV = 4963.29
PVI STA = 21+98.10
PVI ELEV = 4963.46
PVI STA = 22+14.93
PVI ELEV = 4963.84
PVI STA = 22+31.77
PVI ELEV = 4963.46
PVI STA = 22+34.77
PVI ELEV = 4963.29
PVI STA = 22+37.77
PVI ELEV = 4963.46
PVI STA = 25+86.94
PVI ELEV = 4961.77
PVI STA = 27+44.00
PVI ELEV = 4960.51
PVI STA = 27+50.00
PVI ELEV = 4960.37
PVI STA = 27+56.00
PVI ELEV = 4960.51
75.0' VC
PVI STA = 21+42.10
PVI ELEV = 4964.46
BVCS: 21+04.60
BVCE: 4964.68
EVCS: 21+79.60
EVCE: 4963.71
A.D. = 1.40
K = 53.57
75.0' VC
HP ELEV = 4964.23
HP STA = 23+01.99
PVI STA = 22+87.77
PVI ELEV = 4964.46
BVCS: 22+50.27
BVCE: 4963.71
EVCS: 23+25.27
EVCE: 4964.12
A.D. = 2.90
K = 25.86
75.0' VC
PVI STA = 27+06.50
PVI ELEV = 4961.17
BVCS: 26+69
BVCE: 4961.36
EVCS: 27+44
EVCE: 4960.51
A.D. = 1.25
K = 60.16
75.0' VC
PVI STA = 27+93.50
PVI ELEV = 4961.17
BVCS: 27+56
BVCE: 4960.51
EVCS: 28+31
EVCE: 4961.36
A.D. = 1.25
K = 60.16
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4965.91
4965.31
4964.71
4963.50
4964.22
4963.45
4962.55
4961.70
4961.12
4961.12
4966.06
4965.76
4965.61
4965.46
4965.16
4965.01
4964.86
4964.52
4964.22
4963.80
4963.61
4963.70
4964.08
4964.12
4963.90
4963.67
4963.22
4963.00
4962.77
4962.32
4962.10
4961.87
4961.58
4961.45
4961.32
4960.81
4960.37
4960.81
4961.32
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
4965.11
4964.52
4963.82
4963.15
4963.47
4962.57
4961.67
4960.99
4960.31
4960.93
4965.25
4964.96
4964.81
4964.67
4964.37
4964.23
4964.06
4963.47
4963.05
4963.49
4963.55
4963.73
4963.68
4963.24
4963.02
4962.79
4962.34
4962.12
4961.89
4961.44
4961.24
4961.12
4960.87
4960.69
4960.47
4960.37
4960.56
4960.79
4961.05
-0.59%
-0.60%
-0.60%
2.25%
-2.25%
-1.74%
1.80%
-0.90%
-0.50%
0.50%
0.90%
-0.90%
-0.50%
0.50%
PVI STA = 20+47.46
PVI ELEV = 4964.24
PVI STA = 18+77.36
PVI ELEV = 4965.24
PVI STA = 21+72.13
PVI ELEV = 4963.55
PVI STA = 21+91.96
PVI ELEV = 4963.01
PVI STA = 21+52.30
PVI ELEV = 4963.01
PVI STA = 26+82.20
PVI ELEV = 4960.40
PVI STA = 27+07.20
PVI ELEV = 4960.28
PVI STA = 27+32.20
PVI ELEV = 4960.40
PVI STA = 27+79.25
PVI ELEV = 4960.83
PVI STA = 25+44.13
PVI ELEV = 4961.27
PVI STA = 26+37.20
PVI ELEV = 4960.81
75.0' VC
PVI STA = 20+99.29
PVI ELEV = 4963.93
BVCS: 20+61.79
BVCE: 4964.16
EVCS: 21+36.79
EVCE: 4963.28
A.D. = 1.14
K = 65.79
75.0' VC
HP ELEV = 4963.74
HP STA = 22+57.49
PVI STA = 22+44.96
PVI ELEV = 4963.96
BVCS: 22+07.46
BVCE: 4963.29
EVCS: 22+82.46
EVCE: 4963.63
A.D. = 2.70
K = 27.75
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
4965.85
4965.25
4964.63
4964.03
4963.84
4963.57
4962.67
4961.77
4961.05
4960.55
4966.00
4965.70
4965.55
4965.40
4965.09
4964.94
4964.79
4964.48
4964.33
4964.18
4963.89
4963.75
4964.04
4963.79
4963.84
4963.76
4963.34
4963.12
4962.89
4962.44
4962.22
4961.99
4961.54
4961.32
4961.17
4960.92
4960.80
4960.67
4960.49
-0.61%
-0.60%
-0.54%
0.54%
-0.60%
2.25%
-2.25%
0.50%
-0.90%
-0.50%
PVI STA = 21+58.41
PVI ELEV = 4964.28
PVI STA = 22+10.25
PVI ELEV = 4963.96
PVI STA = 22+63.25
PVI ELEV = 4963.68
PVI STA = 19+95.80
PVI ELEV = 4965.27
PVI STA = 22+83.08
PVI ELEV = 4964.23
PVI STA = 23+02.92
PVI ELEV = 4963.68
PVI STA = 26+55.09
PVI ELEV = 4961.27
PVI STA = 28+18.15
PVI ELEV = 4960.46
75.0' VC
HP ELEV = 4963.84
HP STA = 23+46.41
PVI STA = 23+55.92
PVI ELEV = 4963.96
BVCS: 23+18.42
BVCE: 4963.76
EVCS: 23+93.42
EVCE: 4963.63
A.D. = 1.44
K = 52.23
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R6
PLAN AND PROFILE
KNOBBY PINE DR
42
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R7 STA 18+50
CENTERLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
28+50
SEE SHT
R7
R7
R6
R5
MATCH LINE SEE SHEET R5 STA 18+50
LINE
MATCH
STA
18+50
SEE SHT
R5
MATCH LINE SEE SHEET STA 18+50
R7
LEFT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R5 STA 18+50
MATCH LINE SEE SHEET R7 STA 18+50
RIGHT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R5 STA 18+50
Text Over Text
Line Over Text
Text Over Text
5/14/19
PVI STA = 10+40.00
PVI ELEV = 4973.58
BVCS: 10+02.50
BVCE: 4973.39
EVCS: 10+77.50
EVCE: 4973.02
A.D. = 2.00
K = 37.50
75.0' VC
PVI STA = 13+59.05
PVI ELEV = 4969.13
BCVS: 13+21.55
BVCE: 4969.69
ECVS: 13+96.55
EVCE: 4968.91
A.D. = 0.90
K = 83.33
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4973.38
4972.68
4971.52
4970.02
4968.89
4968.29
4967.73
4967.09
4966.51
4973.44
4973.33
4973.05
4972.40
4972.13
4971.85
4971.14
4970.77
4970.39
4969.64
4969.32
4969.06
4968.74
4968.59
4968.44
4968.14
4967.99
4967.85
4967.59
4967.38
4967.21
4966.96
4966.81
4966.66
4966.36
∆
∆
9' UTILITY EASEMENT
KNOBBY PINE DR
LOT 4
LOT 4
LOT 7 LOT 6
LOT 3 LOT 2 LOT 1
LOT 3
LOT 5
LOT 5 LOT 2
LOT 3 LOT 4
LOT 2
LOT 20
LOT 14
LOT 19
LOT 15
LOT 16
LOT 13
LOT 18
LOT 9
LOT 8
LOT 7
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1
TRACT I
PRIVATE ACCESS
EASEMENT
BLOCK 7
BLOCK 2
BLOCK 8
BLOCK 9
VERTICAL
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
36' FL-FL
59' ROW
LOT 17
∆
∆
∆
∆
∆
∆
∆
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4972.85
4972.91
4972.80
4972.53
4972.15
4971.75
4971.28
4970.89
4970.51
4970.14
4969.76
4969.39
4969.03
4968.72
4968.49
4968.33
4968.19
4968.04
4967.89
4967.74
4967.59
4967.44
4967.29
4967.14
4966.96
4966.76
4966.61
4966.45
4966.30
4966.15
4966.00
4965.85
4965.70
4965.55
EXISTING
GROUND
PROPOSED
GRADE
0.50%
-1.50%
-1.90%
-1.50% -1.47%
-0.59% -0.60% -0.60%
-0.60% -0.60%
-1.00%
PVI STA = 10+00.00
PVI ELEV = 4972.85
PVI STA = 11+18.08
PVI ELEV = 4971.88
PVI STA = 11+53.63
PVI ELEV = 4971.21
PVI STA = 12+64.09
PVI ELEV = 4969.55
PVI STA = 14+68.95
PVI ELEV = 4967.78
PVI STA = 16+78.34
PVI ELEV = 4966.43
PVI STA = 15+29.04
PVI ELEV = 4967.42
PVI STA = 15+93.10
PVI ELEV = 4967.03
PVI STA = 16+14.27
PVI ELEV = 4966.82
75.0' VC
HP ELEV = 4972.91
HP STA = 10+21.25
PVI STA = 10+40.00
PVI ELEV = 4973.05
BVCS: 10+02.50
BVCE: 4972.87
EVCS: 10+77.50
EVCE: 4972.49
A.D. = 2.00
K = 37.50
75.0' VC
PVI STA = 13+28.47
PVI ELEV = 4968.61
BCVS: 12+90.97
BVCE: 4969.16
ECVS: 13+65.97
EVCE: 4968.39
A.D. = 0.88
K = 85.21
EXISTING
GROUND
PROPOSED
GRADE
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4972.89
4972.94
4972.80
4972.49
4972.08
4971.77
4971.55
4971.40
4971.25
4971.07
4970.83
4970.55
4970.24
4969.86
4969.49
4969.11
4968.78
4968.54
4968.36
4968.21
4968.06
4967.90
4967.75
4967.60
4967.45
4967.33
4967.20
4967.08
4966.95
4966.83
4966.70
4966.58
4966.45
4966.30
0.50%
-1.72%
-0.59%
-0.60% -0.60%
-0.50%
-0.50%
-0.50%
-1.53%
-1.21%
-1.50%
-0.61%
PVI STA = 10+00.00
PVI ELEV = 4972.89
PVI STA = 12+97.24
PVI ELEV = 4970.28
PVI STA = 13+43.63
PVI ELEV = 4969.58
PVI STA = 15+39.48
PVI ELEV = 4967.81
PVI STA = 15+99.56
PVI ELEV = 4967.45
PVI STA = 16+64.29
PVI ELEV = 4967.13
PVI STA = 17+32.05
PVI ELEV = 4966.79
PVI STA = 17+96.78
PVI ELEV = 4966.47
75.0' VC
HP ELEV = 4972.94
HP STA = 10+19.42
PVI STA = 10+40.00
PVI ELEV = 4973.09
BVCS: 10+02.50
BVCE: 4972.90
EVCS: 10+77.50
EVCE: 4972.44
A.D. = 2.22
K = 33.85
75.0' VC
PVI STA = 12+32.51
PVI ELEV = 4971.06
BVCS: 11+95.01
BVCE: 4971.28
EVCS: 12+70.01
EVCE: 4970.61
A.D. = 0.61
K = 122.40
75.0' VC
PVI STA = 11+18.75
PVI ELEV = 4971.74
BCVS: 10+81.25
BVCE: 4972.38
ECVS: 11+56.25
EVCE: 4971.51
A.D. = 1.12
K = 66.83
75.0' VC
PVI STA = 14+05.18
PVI ELEV = 4968.64
BCVS: 13+67.68
BVCE: 4969.21
ECVS: 14+42.68
EVCE: 4968.41
A.D. = 0.92
K = 81.46
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R5
KNOBBY PINE DR PLAN AND PROFILE
HAPPY WOODLAND DR AND
41
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R6 STA 18+50
LINE
MATCH
STA
12+00
CENTERLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+50
SEE SHT
R6
R7
R6
R5
LINE
MATCH
STA
12+00
MATCH LINE SEE SHEET R6 STA 18+50
LEFT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R6 STA 18+50
RIGHT FLOWLINE
KNOBBY PINE DR
SCALE : 1" = 40' (H) 1" = 5' (V)
Line Over Text &
Text Over Text
**All circled are line over text,
except as noted.**
5/14/19
-0.60%
-0.60%
PVI STA = 25+02.53
PVI ELEV = 4960.51
PVI STA = 25+08.53
PVI ELEV = 4960.37
PVI STA = 25+14.53
PVI ELEV = 4960.51
PVI STA = 29+30.20
PVI ELEV = 4960.69
75.0' VC
PVI STA = 24+65.03
PVI ELEV = 4961.16
BVCS: 24+27.53
BVCE: 4961.39
EVCS: 25+02.53
EVCE: 4960.51
A.D. = 1.13
K = 66.46
75.0' VC
PVI STA = 25+52.03
PVI ELEV = 4961.17
BVCS: 25+14.53
BVCE: 4960.51
EVCS: 25+89.53
EVCE: 4961.36
A.D. = 1.25
K = 60.20
75.0' VC
HP ELEV = 4962.14
HP STA = 27+59.76
PVI STA = 27+72.26
PVI ELEV = 4962.27
BVCS: 27+34.76
BVCE: 4962.08
EVCS: 28+09.76
EVCE: 4961.89
A.D. = 1.50
K = 50.00
BCVS: 29+92.70
BVCE: 4960.31
4961.55
4960.56
4961.41
4961.91
4961.98
4960.99
4960.27
4961.70
4961.40
4961.21
4960.93
4960.69
4961.03
4961.26
4961.53
4961.66
4961.78
4962.03
4962.13
4962.12
4961.74
4961.49
4961.24
4960.74
4960.57
4960.42
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00
4961.33
4961.18
4961.03
4960.88
4960.73
4960.60
4960.48
4960.56
4960.69
4960.81
4960.94
4961.06
4961.19
4961.31
4961.44
4961.56
4961.66
4961.64
4961.50
4961.27
4961.03
4960.80
4960.56
4960.33
4960.13
-0.60%
-0.50%
0.50%
-0.94% -0.94%
0.50% 0.50%
-0.58%
PVI STA = 24+79.07
PVI ELEV = 4960.71
PVI STA = 25+29.07
PVI ELEV = 4960.46
PVI STA = 25+79.07
PVI ELEV = 4960.71
PVI STA = 27+47.86
PVI ELEV = 4961.55
PVI STA = 29+11.02
PVI ELEV = 4960.69
PVI STA = 29+64.02
PVI ELEV = 4960.20
75.0' VC
HP ELEV = 4961.66
HP STA = 27+83.29
PVI STA = 27+94.72
PVI ELEV = 4961.78
BVCS: 27+57.22
BVCE: 4961.60
EVCS: 28+32.22
EVCE: 4961.43
A.D. = 1.44
K = 52.14
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00
4961.16
4961.01
4960.85
4960.63
4960.40
4960.28
4960.40
4960.63
4960.83
4960.96
4961.08
4961.21
4961.33
4961.46
4961.58
4961.64
4961.56
4961.36
4961.09
4960.82
4960.55
4960.29
4960.08
4959.91
4959.74
-1.07%
-0.60%
-0.90%
-0.50%
0.50%
0.90%
0.50%
0.50%
-0.69%
-0.50%
PVI STA = 24+23.46
PVI ELEV = 4960.87
PVI STA = 24+75.01
PVI ELEV = 4960.40
PVI STA = 25+00.01
PVI ELEV = 4960.28
PVI STA = 25+25.00
PVI ELEV = 4960.40
PVI STA = 25+69.92
PVI ELEV = 4960.81
PVI STA = 27+18.79
PVI ELEV = 4961.55
PVI STA = 29+08.39
PVI ELEV = 4960.20
PVI STA = 29+80.02
PVI ELEV = 4959.70
75.0' VC
HP ELEV = 4961.64
HP STA = 27+48.12
PVI STA = 27+61.73
PVI ELEV = 4961.77
BVCS: 27+24.23
BVCE: 4961.58
EVCS: 27+99.23
EVCE: 4961.36
A.D. = 1.57
K = 47.77
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R3
PLAN AND PROFILE
FLOATING LEAF DR
39
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R4 STA 30+00
CENTERLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 23+50
LINE
MATCH
STA
30+00
SEE SHT
R4
LINE
MATCH
STA
23+50
SEE SHT
R2
R4
R3
R2
R1
MATCH LINE SEE SHEET R4 STA 30+00
RIGHT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 23+50
MATCH LINE SEE SHEET R4 STA 30+00
LEFT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 23+50
Text Over Text
Text Over Text
5/14/19
Text Over Text
Text Over Text
Text Over Text
∆
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
-1.00%
-0.60%
PVI STA = 18+43.54
PVI ELEV = 4964.89
EXISTING
GROUND
PROPOSED
GRADE
4966.33
4965.33
4964.55
4963.95
4963.35
4962.75
4962.15
4967.08
4966.83
4966.58
4966.08
4965.83
4965.58
4965.08
4964.85
4964.70
4964.40
4964.25
4964.10
4963.80
4963.65
4963.50
4963.20
4963.05
4962.90
4962.60
4962.45
4962.30
4962.00
EXISTING
GROUND
PROPOSED
GRADE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
4966.78
4966.52
4966.25
4966.00
4965.75
4965.50
4965.25
4965.00
4964.75
4964.50
4964.31
4964.16
4964.01
4963.86
4963.71
4963.56
4963.41
4963.26
4963.12
4962.98
4962.83
4962.68
4962.53
4962.38
4962.23
4962.08
4961.93
4961.78
4961.63
-1.00%
-0.60% -0.58% -0.60%
-1.06%
PVI STA = 16+80.10
PVI ELEV = 4966.20
PVI STA = 18+60.08
PVI ELEV = 4964.40
PVI STA = 20+12.75
PVI ELEV = 4963.48
PVI STA = 21+27.91
PVI ELEV = 4962.81
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
4966.48
4966.25
4966.00
4965.75
4965.50
4965.25
4965.00
4964.75
4964.56
4964.37
4964.18
4964.03
4963.88
4963.73
4963.58
4963.43
4963.27
4963.12
4962.96
4962.81
4962.66
4962.51
4962.36
4962.21
4962.06
4961.91
4961.76
4961.61
4961.46
-0.60%
-0.62%
-0.60%
-1.00%
-0.94%
-0.76%
PVI STA = 16+59.03
PVI ELEV = 4966.16
PVI STA = 18+01.02
PVI ELEV = 4964.74
PVI STA = 18+77.02
PVI ELEV = 4964.17
PVI STA = 19+91.69
PVI ELEV = 4963.48
PVI STA = 20+98.84
PVI ELEV = 4962.81
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R2
PLAN AND PROFILE
FLOATING LEAF DR
38
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R3 STA 23+50
CENTERLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R1 STA 16+00
LINE
MATCH STA
23+50
SEE SHT
R3
LINE
MATCH
STA
16+00
SEE SHT
R1
R4
R3
R2
R1
MATCH LINE SEE SHEET R1 STA 16+00 MATCH LINE SEE SHEET R1 STA 16+00
MATCH LINE SEE SHEET R3 STA 23+50
RIGHT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 23+50
LEFT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
**All circled are line over text.**
5/14/19
BCVS: 13+12.67
BVCE: 4970.35
ECVS: 13+87.67
EVCE: 4969.45
A.D. = 0.40
K = 187.50
EXISTING
GROUND
PROPOSED
GRADE
4973.38
4973.25
4973.13
4973.00
4972.88
4972.74
4972.54
4972.27
4971.93
4971.58
4971.23
4970.88
4970.53
4970.18
4969.86
4969.58
4969.33
4969.08
4968.83
4968.58
4968.33
4968.08
4967.83
4967.58
EXISTING
GROUND
PROPOSED
GRADE
∆
LOT 3
LOT 2
LOT 33
LOT 32
LOT 28
LOT 31
LOT 30
LOT 29
LOT 27
LOT 26
LOT 2
LOT 3
LOT 1
BLOCK 10
BLOCK 2
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
59' ROW
36'
FL-FL
FLOATING LEAF DR
BLOCK 13
TRACT G
PRIVATE ACCESS
EASEMENT
TRACT G
PRIVATE ACCESS
EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
59' ROW
36' FL-FL
DRIVE-OVER
CURB & GUTTER
VERTICAL
CURB & GUTTER
HAPPY WOODLAND DR
∆
∆
∆
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4972.88
4972.76
4972.63
4972.44
4972.25
4972.08
4971.96
4971.83
4971.70
4971.50
4971.23
4970.89
4970.54
4970.19
4969.84
4969.50
4969.19
4968.91
4968.64
4968.38
4968.11
4967.85
4967.58
4967.31
-0.50%
-0.50%
-0.77%
-1.40%
-1.06%
-1.40%
PVI STA = 10+00.00
PVI ELEV = 4972.88
PVI STA = 10+51.36
PVI ELEV = 4972.63
PVI STA = 11+16.09
PVI ELEV = 4972.13
PVI STA = 12+66.30
PVI ELEV = 4971.01
75.0' VC
PVI STA = 12+25.59
PVI ELEV = 4971.58
BVCS: 11+88.09
BVCE: 4971.77
EVCS: 12+63.09
EVCE: 4971.05
A.D. = 0.90
K = 83.20
75.0' VC
PVI STA = 13+88.48
PVI ELEV = 4969.30
BCVS: 13+50.98
BVCE: 4969.82
ECVS: 14+25.98
EVCE: 4968.90
A.D. = 0.34
K = 223.10
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4972.85
4972.31
4971.06
4969.67
4968.61
4967.66
4972.72
4972.60
4972.47
4972.07
4971.76
4971.41
4970.71
4970.36
4970.01
4969.36
4969.08
4968.84
4968.37
4968.14
4967.90
4967.43
4967.19
4966.96
-0.50%
-0.94%
-1.40%
PVI STA = 10+00.00
PVI ELEV = 4972.85
75.0' VC
PVI STA = 11+12.60
PVI ELEV = 4972.29
BVCS: 10+75.10
BVCE: 4972.47
EVCS: 11+50.10
EVCE: 4971.76
A.D. = 0.90
K = 83.33
75.0' VC
PVI STA = 13+24.65
PVI ELEV = 4969.32
BCVS: 12+87.15
BVCE: 4969.84
ECVS: 13+62.15
EVCE: 4968.96
A.D. = 0.46
K = 164.26
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R1
FLOATING LEAF DR PLAN AND PROFILE
HAPPY WOODLAND DR AND
37
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. PROPOSED EMERGENCY ACCESS GATE AT EAST END OF TWISTED ROOT DR SHALL
REMAIN UNTIL COMPLETION OF THE CAPITAL IMPROVEMENTS ALONG TIMBERLINE
RD OR OTHERWISE REMOVED BY THE CITY OF FORT COLLINS.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R2 STA 16+00
LINE
MATCH
STA
12+00
LINE
MATCH
STA
12+00
CENTERLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
16+00
SEE SHT
R2
R4
R3
R2
R1
RIGHT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
FLOATING LEAF DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE STA MATCH LINE SEE SHEET R2 STA 16+00
SEE SHEET R2 16+00
Line Over Text &
Text Over Text
5/14/19
Line Over Text
LOT 6
LOT 10 LOT 9 LOT 8
LOT 3
LOT 7
LOT 5
LOT 4
LOT 2
LOT 3 LOT 2 LOT 1 LOT 5LOT 4 LOT 3 LOT 2 LOT 1
TRACT I
PRIVATE ACCESS
EASEMENT
36'
59' -
ROW
9' UTILITY EASEMENT
4.5' SIDEWALK
SSMH 12
STA 38+21.50
N: 101844.73
E: 203156.10
SSMH 11
STA 34+56.04
N: 101652.70
E: 203467.06
BLOCK 7 BLOCK 6
BLOCK 2
4.5' SIDEWALK
9' UTILITY EASEMENT
3' DRAINAGE &
GRADING
EASEMENT (TYP.)
6' UTILITY EASEMENT
S
W
W
S
S
S
S
W
W
W
W
S
S S S
S
S
W
W
W
W
W
W
W
S S
244.10 LF 8" PVC @ 0.50%
230.48 LF 8" PVC @ 1.00%
KNOBBY PINE DR
HAPPY WOODLAND DR
LOT 14 LOT 13
LOT 12
LOT 19 LOT 18 LOT 17 LOT 16
LOT 20 LOT 15
LOT 21
LOT 7
LOT 6
LOT 2 LOT 1
LOT 3
LOT 5
LOT 5
LOT 4
LOT 3 LOT 2
LOT 4
TRACT I
PRIVATE ACCESS
EASEMENT
36'
-
59'
ROW
9' UTILITY EASEMENT
4.5' SIDEWALK
SSMH 14
STA 42+96.09
N: 102314.68
E: 203111.54
SSMH 13
STA 40+65.60
N: 102088.82
E: 203157.49
BLOCK 2
BLOCK 9
BLOCK 8
9' UTILITY EASEMENT
4.5' SIDEWALK
3' DRAINAGE &
GRADING
EASEMENT (TYP.)
5' UTILITY
EASEMENT (TYP.)
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
SS3
PLAN AND PROFILE
SANITARY SEWER LINE 1
22
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SANITARY SEWER LINE 1
PROFILE SCALE:
LINE
MATCH
STA
38+50
LINE
MATCH
STA
18+50
MATCH LINE SEE SHEET SS2 STA 33+50
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
LINE
MATCH
STA
38+50
NORTH
SS1
SS2
SS3
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED
GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. ALL FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND AREA DRAINS.
7. ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC. ALL OTHER SANITARY
SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4' Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
5/14/19
68.22
68.71
68.45
68.31
67.66
67.83
71.68
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
69.08
FG
69.08
FG
0.5%
9' UTILITY EASEMENT
9' UTILITY EASEMENT
24' FL-FL
LOT 1
ADA
LOT 2
ADA
LOT 5
LOT 4 ADA
ADA
LOT 7
ADA
LOT 1
ADA
LOT 2
ADA
LOT 5
LOT 4 ADA
ADA
LOT 3
ADA
LOT 5
ADA
LOT 1
ADA
LOT 2
ADA
LOT 3
ADA
LOT 2
ADA
LOT 3
ADA
LOT 4
ADA
LOT 3
LOT 4 ADA
LOT 5 ADA
LOT 6 ADA
ADA
LOT 1
ADA
LOT 6
ADA
LOT 7
ADA
LOT 1
ADA
BLOCK 13
BLOCK 5
BLOCK 4
BLOCK 14
FFE=68.95
FFE=69.60
FFE=67.55
FFE=67.90
STORM LINE I
SEE SHEET ST6
67.21 65.28
67.60
68.08
68.44
68.42
68.23
67.69
66.12
66.30
68.22
68.71
69.22
68.75
68.34
66.94
68.69
68.58
68.36
68.36
67.27
67.86
67.85
67.59
67.67
65.97
66.61
65.10
66.39
67.12
67.26
67.47
66.73
66.77
66.00
66.68
62.73
62.47
64.15
66.27
66.41
66.15
65.18
64.51
66.28 66.45
65.93
66.83
67.96
68.61
68.27
68.41
69.02
69.10
68.43
69.06
68.43
68.66
68.40
68.15
68.21
68.33
68.18
67.88
67.32
67.50
67.40
68.00
63.21
62.08
63.20
63.00
66.38
63.70
66.92
67.07
66.99
66.69
66.03
66.58
67.67
N:101925.28
E:203321.23
N:101862.41
E:203319.34
N:101840.11
E:203431.71
N:101961.42
E:203387.54
N:101935.80
E:203499.17
INLET
N:102019.45
E:203425.93
INLET
N:102005.96
E:203443.70
INLET
N:101962.66
E:203500.72
FFE=70.85
FL
N:101865.96
E:203309.56
4.9%
7.7%
4.9%
5.3%
5.2%
7.4%
8.0%
4.5%
5.4%
7.8%
8.4%
2.2%
11.0%
11.3%
2.1%
2.2%
2.1%
2.9%
2.8%
13.3%
6.0%
7.8%
2.0%
11.0%
7.5%
8.5%
4.4%
2.1%
2.1%
2.2%
20.5%
2.6%
8.4%
6.3%
2.4%
2.2%
13.1%
13.8%
2.3%
66.54
65.14
FL
N:101799.88
E:203429.67
2.6%
0.5%
0.5%
0.5%
0.5%
25.1%
25.2%
2.1%
25.4%
25.8%
4' SIDEWALK
(TYP.)
4' SIDEWALK
(TYP.)
2.1%
25.0%
25.3%
PROPOSED
GRADE BREAK
(TYP.)
PROPOSED
GRADE BREAK
(TYP.)
PROPOSED
GRADE BREAK
(TYP.)
TRACT G
PRIVATE ACCESS
EASEMENT
27.1%
26.3%
25.0%
25.4%
29.3%
2.2%
4' SIDEWALK
(TYP.)
PROPOSED
GRADE BREAK
(TYP.)
4' SIDEWALK
(TYP.)
4' SIDEWALK
(TYP.)
PROPOSED
GRADE BREAK
(TYP.)
FL
N:101699.34
E:203568.38
INLET
N:101847.25
E:203686.39
2.2%
2' CURB CUT &
SIDEWALK CHASE
N:101783.25
E:203811.81
2' CURB CUT &
SIDEWALK CHASE
N:101662.50
E:203735.54
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
66.06
66.38
INLET
N:101831.36
E:203716.12
INLET
N:101876.65
E:203636.95
68.93
FG
68.93
FG
66.88
FG
66.88
FG
67.23
FG
67.23
FG
68.95
FG
68.28
FG
69.08
FG
69.08
FG
68.95
FG
68.28
FG
67.23
FG
67.23
FG
66.88
FG
66.88
FG
68.93
FG
69.60
FG
N:101872.16
E:203502.46
N:101843.50
E:203645.09
N:101779.98
E:203661.65
N:101776.81
E:203769.87
N:101694.67
E:203577.13
N:101781.15
E:203429.65
N:101748.49
E:203571.42
N:101691.46
E:203685.41
67.12
67.00
66.93
67.78
67.58
67.49
66.05
65.76
65.88
66.01
66.96
66.56
64.13
64.78
KNOBBY PINE DR
FALLEN BRANCH DR
ALLEY
FLOATING LEAF DR
OUTFALL
DRIVE-OVER
CURB
INFALL
DRIVE-OVER
CURB
STAIRS
STAIRS
STAIRS
STAIRS
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
LENGTH
18.80'
48.25'
22.68'
77.91'
14.58'
73.96'
13.91'
72.45'
63.03'
81.12'
76.75'
68.25'
54.26'
91.92'
71.01'
15.97'
13.50'
BEARING
N78°21'35.53"E
N78°21'35.53"E
N80°26'32.36"E
N77°39'01.99"E
S86°52'04.19"E
N38°56'47.39"E
N52°59'06.47"E
S66°32'47.09"W
S78°24'26.56"W
N78°21'35.53"E
N37°12'52.29"E
N28°08'27.41"E
N32°20'38.06"E
S30°51'30.91"W
N28°08'27.41"E
S13°40'48.15"W
S47°12'15.24"E
CURVE TABLE
CURVE
C6
C7
C8
C9
C11
C12
DELTA
171°23'17"
183°08'42"
134°20'05"
111°50'40"
131°47'47"
97°42'29"
RADIUS
49.65'
49.16'
73.51'
82.55'
73.51'
92.02'
LENGTH
148.52'
157.14'
172.34'
161.13'
169.08'
156.93'
BEARING
S39°35'24"E
S59°07'06"E
N55°52'56"W
N80°29'16"W
S64°56'06"E
S43°21'52"E
CHORD
99.02'
98.28'
135.49'
136.74'
134.19'
138.59'
G9
DETAILED GRADING PLAN
19
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
MATCHLINE-SEE SHEET
G8
G1
G3
G2
G4 G5
G6 G7
5/14/19
**All circled are line over text.**
69.57
69.21
69.85
70.17
69.34
68.42
68.69
69.07
69.30
69.42
69.44
69.37
69.85
70.01
69.68
70.38
70.94
71.02
71.23
71.36
71.39
70.98
71.69
72.06
72.14
72.67
73.13
73.03
73.03
72.10
72.55
72.59
72.48
72.26
72.18
71.76
70.68
70.87
70.91
70.88
70.63
70.57
70.25
70.01
69.29
69.82
69.89
70.38
69.93
69.50
69.35
69.68
69.71
68.54
68.82
68.84
67.97
68.15
68.44
68.06
67.79
69.26
70.49
70.20
70.70
69.48
FFE=73.90
FFE=71.45
FFE=73.90
FFE=70.85
FFE=70.85
FFE=69.75
70.69
2.4%
2.0%
2.2%
3.2%
6.2%
2.5%
3.5%
2.1%
2.1%
2.0%
2.5%
13.0%
7.0%
25.0%
7.3%
7.9%
3.3%
TRACT I
PRIVATE ACCESS
EASEMENT
0.5%
2.0%
2.0%
0.7%
2.0%
2.0%
1.0%
2.0%
0.5%
1.0%
2.0%
0.5%
2.0%
5.0%
72.27
70.63
69.52
19.9%
2.6%
13.2%
10.6%
5.4%
3.7%
18.9%
2.4%
2.3%
2.1%
2.3%
2.3%
14.6%
2.4%
2.0%
8.2%
3.5%
8.3%
6.9%
6.7%
8.4%
12.8%
7.1%
12.7%
15.9%
5.9%
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
69.34
69.40
69.25
69.11
67.47
STORM LINE I
SEE SHEET ST6
70.67
72.39
72.63
72.79
71.06
70.50
69.74
69.36
70.10
69.53
72.28
70.24
69.84
69.46
70.30
68.81
69.32
68.93
68.22
68.71
68.45
68.31
67.66
67.83
69.09
68.70
70.78
FG
70.78
FG
70.78
FG
70.78
FG
73.23
FG
73.23
FG
73.23
FG
73.23
FG
73.23
FG
73.23
FG
73.23
FG
73.23
FG
71.68
FG
71.68
FG
71.68
FG
71.68
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
70.18
FG
69.08
FG
69.08
FG
0.5%
LOT 1
ADA
68.36
68.18
67.88
67.32
67.50
67.40
68.00
73.23
FG
10.6%
2.0%
2.2%
7.9%
5.8%
4.2%
69.80
69.40
6.2%
6.7%
N:102282.84
E:203177.15
N:102158.14
E:203252.10
N:102277.99
E:203300.52
N:102192.80
E:203367.33
N:102153.66
E:203325.46
N:102030.08
E:203402.23
N:102119.06
E:203210.86
N:102033.82
E:203277.60
N:101925.28
E:203321.23
N:101979.44
E:203242.97
N:101862.41
E:203319.34
N:101840.11
E:203431.71
N:101961.42
E:203387.54
N:101935.80
E:203499.17
72.46
72.22
FL
N:101988.53
E:203239.01
FL
N:102130.62
E:203217.47
FL
N:102302.37
E:203222.39
INLET
N:102301.28
E:203368.12
INLET
N:102272.43
E:203374.04
INLET
N:102174.93
E:203394.04
INLET
N:102153.49
E:203398.44
INLET
N:102019.45
E:203425.93
INLET
N:102005.96
E:203443.70
INLET
N:101962.66
E:203500.72
FFE=70.85
FFE=72.35
FL
N:101865.96
E:203309.56
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4' SIDEWALK
(TYP.)
4' SIDEWALK
(TYP.)
4' SIDEWALK
(TYP.)
4' SIDEWALK
(TYP.)
4.9%
7.7%
4.9%
5.3%
5.2%
0.5%
29.3%
68.93
FG
N:101872.16
E:203502.46
2' CURB CUT &
SIDEWALK CHASE
N:102283.68
E:203131.67
67.12
67.00
66.93
67.78
67.58
67.49
FLOATING LEAF DR
KNOBBY PINE DR
ALLEY
HAPPY WOODLAND DR
OUTFALL
DRIVE-OVER
CURB
INFALL
DRIVE-OVER
CURB
69.68
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
LENGTH
18.80'
48.25'
22.68'
77.91'
14.58'
73.96'
13.91'
72.45'
63.03'
81.12'
76.75'
BEARING
N78°21'35.53"E
N78°21'35.53"E
N80°26'32.36"E
N77°39'01.99"E
S86°52'04.19"E
N38°56'47.39"E
N52°59'06.47"E
S66°32'47.09"W
S78°24'26.56"W
N78°21'35.53"E
N37°12'52.29"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
DELTA
51°51'11"
96°44'59"
140°45'47"
93°33'05"
175°24'05"
171°23'17"
RADIUS
112.97'
54.83'
64.96'
87.39'
58.54'
49.65'
LENGTH
102.24'
92.58'
159.58'
142.69'
179.22'
148.52'
BEARING
N12°25'12"W
N03°57'07"W
S20°30'58"E
N14°25'28"W
N03°08'05"W
S39°35'24"E
CHORD
98.79'
81.97'
122.37'
127.36'
116.99'
99.02'
G8
DETAILED GRADING PLAN
18
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
MATCHLINE-SEE SHEET
G9
G9
Line Over Text G8
5/14/19
(67.15)
69.60
68.50
68.50
69.56
67.90
67.90
2.0%
61.00
61.78
A
FG=66.11
TF=66.78
LOT 1
A
FG=65.81
TF=66.48
LOT 2
A
FG=65.51
TF=66.18
LOT 3
A
FG=65.25
TF=65.92
LOT 4
A
FG=65.00
TF=65.67
LOT 5
A
FG=64.75
TF=65.42
LOT 6
A
FG=64.50
TF=65.17
LOT 7
B
FG=64.06
TF=64.73
LOT 1
B
FG=64.06
TF=64.73
LOT 2
65.61
65.31
65.01
64.75
64.50
64.25
64.00
63.75
63.56
65.18
64.86
64.58
64.37
64.12
63.87
63.62
63.37
2.9%
2.6%
2.8%
3.2%
2.8%
2.4%
8.6%
9.7%
69.11
69.50
69.46
69.25
69.69
70.02
69.54
70.84
23.1%
10.3%
10.2%
11.3%
5' WALK
67.94
68.55
68.92
69.60
69.89
5.0%
5.0%
5.0%
5.0%
0.5%
0.7%
G6
GRADING PLAN
16
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCHLINE-SEE SHEET G4 NORTH
G1
G3
G2
G4 G5
G6 G7
MATCHLINE-SEE SHEET G7
**All circled are line over text.**
5/14/19
RAIN
GARDEN 1
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
2' CONCRETE PAN
12' CONCRETE
PAN
12' CONCRETE
PAN
12' CONCRETE
PAN
2' CONCRETE PAN
2' CURB CUT &
SIDEWALK CHASE
(2) CONCRETE
SIDEWALK CHASES
MAIL CREEK DITCH
BLOCK 14
BLOCK 3
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 1
BLOCK 3
BLOCK 3
PROPOSED
RAIN GARDEN
UNDERDRAIN
FUTURE 10' TRAIL
TRACT J
OPEN SPACE
DETENTION POND 1
100-YR VOL=7.86 ac
PEAK RELEASE=1.45 cfs
50' DITCH BUFFER FROM
TOP OF BANK
50' DITCH BUFFER FROM
TOP OF BANK
TOP OF BANK
TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
63.98
63.65
63.41
64.49
64.73
64.28
65.53
64.71
64.22
63.91
63.56
63.25
63.66
63.80
65.33
64.96
64.60
64.24
63.92
64.15
63.32
62.96
62.60
62.24
61.88
61.52
61.18
61.10
61.38
61.68
61.98
62.15
62.25
64.65
64.53
63.93
62.22
62.15
62.03
61.80
61.58
61.31
60.95
60.95
61.31
61.63
61.90
62.17
62.44
62.71
62.98
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
63.68
63.23
62.78
62.33
61.89
61.62
61.37
61.12
61.10
61.35
61.60
61.85
63.80
64.09
64.04
64.29
64.57
64.93
65.37
61.59
61.31
60.95
60.95
61.31
61.58
61.80
62.16
62.56
62.97
63.37
63.87
64.28
61.50
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
61.00
58.17
60.22
61.00
61.00
61.00
61.00
61.00
61.68
62.03
61.81
61.00
61.00
61.00
61.00
61.00
61.00
61.00
STORM LINE B1
SEE SHEET ST3
STORM LINE G
SEE SHEET ST5
STORM LINE H
SEE SHEET ST5
STORM LINE F
SEE SHEET ST5
62.94
62.58
62.58
62.93
63.22
63.42
63.52
63.00
62.25
62.25
62.25
62.25
62.25
62.25
58.55
60.28
(2) CONCRETE
SIDEWALK CHASES
61.90
59.94
62.08
61.00
61.84
60.28
60.22
59.04
58.60
58.60
0.5%
0.5%
59.50
59.50
58.16
56.54
59.14
CONCRETE
SIDEWALK CHASE
62.56
61.78
61.00
61.00
61.00
54.61
53.70
53.70
53.70
53.70
53.70
2.0%
55.92
55.31
1.9%
2.0%
58.65
58.60
59.50
59.50
59.50
A
FG=64.25
TF=64.92
LOT 8
A
FG=64.00
TF=64.67
LOT 9
A
FG=64.03
TF=64.70
LOT 10
A
FG=64.28
TF=64.95
LOT 11
A
FG=64.54
TF=65.21
LOT 12
A
FG=64.89
TF=65.56
LOT 13
A
FG=65.33
TF=66.00
LOT 14
A
FG=65.78
TF=66.45
LOT 15
A
FG=66.23
TF=66.90
LOT 16
B
FG=63.83
TF=64.50
LOT 3
B
FG=63.61
TF=64.28
LOT 4
B
FG=63.39
TF=64.06
LOT 5
B
FG=63.16
TF=63.83
LOT 6
B
FG=62.94
TF=63.61
LOT 7
B
FG=62.66
TF=63.33
LOT 8
B
FG=62.66
TF=63.33
LOT 9
B
FG=62.93
TF=63.60
LOT 10
B
FG=63.15
TF=63.82
LOT 11
B
FG=63.51
TF=64.18
LOT 12
B
FG=63.91
TF=64.58
LOT 13
B
FG=64.32
TF=64.99
LOT 14
B
FG=64.72
TF=65.39
LOT 15
B
FG=64.72
TF=65.39
LOT 16
B
FG=63.55
TF=64.22
LOT 17
B
FG=62.81
TF=63.48
LOT 18
B
FG=62.46
TF=63.13
LOT 19
B
FG=62.49
TF=63.16
LOT 20
B
FG=62.64
TF=63.31
LOT 21
B
FG=62.70
TF=63.37
LOT 22
B
FG=62.46
TF=63.13
LOT 43
B
FG=63.03
TF=63.70
LOT 42
B
FG=63.57
TF=64.24
LOT 41
B
FG=63.57
TF=64.24
LOT 40
B
FG=63.38
TF=64.05
LOT 39
B
FG=63.15
TF=63.82
LOT 38
B
FG=62.93
TF=63.60
LOT 37
B
FG=62.66
TF=63.33
LOT 36
B
FG=62.66
TF=63.33
LOT 35
B
FG=62.98
TF=63.65
LOT 34
B
FG=63.25
TF=63.92
LOT 33
B
FG=63.52
TF=64.19
LOT 32
B
FG=63.79
TF=64.46
LOT 31
B
FG=64.06
TF=64.73
LOT 30
B
FG=64.33
TF=65.00
LOT 29
B
FG=64.60
TF=65.27
LOT 28
B
FG=64.91
TF=65.58
LOT 27
B
FG=65.26
TF=65.93
LOT 26
B
FG=65.57
TF=66.24
B LOT 25
FG=65.84
TF=66.51
B LOT 24
FG=65.84
TF=66.51
LOT 23
TF=67.28
A
FG=66.21
TF=66.88
LOT 41
A
FG=65.85
TF=66.52
LOT 42
A
FG=65.49
TF=66.16
LOT 43
A
FG=65.13
TF=65.80
LOT 44
A
FG=64.77
TF=65.44
LOT 45
A
FG=64.43
TF=65.10
LOT 46
A
FG=64.32
TF=64.99
LOT 47
A
FG=64.61
TF=65.28
LOT 48
A
FG=64.91
TF=65.58
LOT 49
A
FG=65.20
TF=65.87
LOT 50
63.00
63.53
63.78
64.04
64.39
64.83
65.28
65.35
64.99
64.63
64.27
63.75
63.54
64.11
64.41
64.70
61.96
62.53
63.07
62.88
62.65
62.43
62.16
62.16
62.48
62.75
63.02
63.29
63.56
63.80
64.10
64.40
64.76
65.07
65.34
62.73
62.59
62.60
63.11
64.22
63.82
63.41
63.01
62.65
62.40
62.16
62.16
62.66
62.89
63.11
63.33
63.12
62.87
62.90
63.15
63.40
63.66
64.10
64.55
65.00
64.57
64.21
63.85
63.49
63.15
63.07
63.35
63.65
63.95
64.24
56.25
57.19
56.33
57.34
57.52
57.62
57.66
57.53
56.55
56.98
55.89
55.87
56.29
55.95
57.30
56.47
55.70
57.10
57.00
55.45
57.95
56.98
57.14
57.03
57.52
58.46
57.95
58.04
58.00
58.69
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
55.28
4.1%
2.0%
1.9%
2.0%
2.0%
1.9%
6.3%
4.2%
1.8%
1.9%
2.0%
2.0%
2.0%
9.3%
8.2%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
15.5%
13.3%
14.7%
10.6%
7.7%
7.0%
6.2%
8.0%
6.2%
58.83
60.46
LOT 5
ADA
LOT 4
ADA
LOT 3
ADA
LOT 2 BLOCK 14
FFE=67.55
64.51
63.21
62.08
63.20
63.00
66.38
63.70
66.92
67.07
66.99
66.69
66.03
PROPOSED GRADE
BREAK (TYP.)
8.4%
11.0%
2.4%
13.1%
13.8%
2.3%
65.14
PROPOSED
GRADE BREAK
(TYP.)
TRACT G
PRIVATE ACCESS
EASEMENT
27.1%
26.3%
4' SIDEWALK
(TYP.)
2' CURB CUT &
SIDEWALK CHASE
N:101783.25
E:203811.81
2' CURB CUT &
SIDEWALK CHASE
N:101662.50
E:203735.54
66.06
66.38
66.88
FG
66.88
FG
N:101776.81
E:203769.87
64.13
FALLEN BRANCH DR
59.51
58.00
60.60
60.40
59.80
60.00
60.00
59.80
59.80
60.00
59.80
60.00
60.40
60.60
59.74
7.4%
3.1%
64.14
64.01
66.37
67.44
69.68
17.6%
20.9%
5' WALK
64.64
64.73
66.87
67.94
61.50
61.50
61.50
61.30
61.22
60.95
60.75
60.60
60.40
4.4%
8.4%
61.50
61.50
60.93
61.30
60.73
60.60
60.60
60.60
60.60
60.60
60.60
60.40
60.40
60.38
0.5%
0.7%
0.7%
5.0%
3.8%
STAIRS
62.13
NATURAL HABITAT
BUFFER ZONE
G4
GRADING PLAN
14
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCHLINE-SEE SHEET G3
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G6
G1
G3
G2
G4 G5
G6 G7
MATCHLINE-SEE SHEET G5
Line Over Text &
Text Over Text
Text Over Text
Text Over Text
Text Over Text
5/14/19
**All circled are line over text,
except as noted.**
70.12
69.97
70.71
69.74
67.10
67.07
67.30
67.35
67.54
67.72
67.82
67.79
67.50
66.81
66.51
66.21
65.91
65.55
65.20
64.87
64.85
64.45
64.41
65.09
66.63
67.60
67.75
68.21
68.51
68.85
69.13
69.44
69.93
70.03
70.39
64.15
63.53
63.44
64.04
65.10
64.40
64.33
64.13
65.82
66.51
66.76
67.01
LOT 1
63.24
50' DITCH BUFFER FROM
TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
TOP OF BANK
71.53
70.50
70.50
71.58
69.89
69.90
2.0%
66.19
A
FG=66.68
TF=67.35
LOT 17
A
FG=67.00
TF=67.67
LOT 18
A
FG=67.42
TF=68.09
LOT 1
A
FG=67.30
TF=67.97
LOT 2
A
FG=68.15
TF=68.82
LOT 3
A
FG=68.50
TF=69.17
LOT 4
A
FG=68.83
TF=69.50
LOT 5
A
FG=69.13
TF=69.80
LOT 6
A
FG=69.43
TF=70.10
LOT 7
A
FG=69.73
TF=70.40
LOT 8
A
FG=70.07
TF=70.74
LOT 9
A
FG=70.36
TF=71.03
LOT 10
A
FG=70.55
TF=71.22
LOT 11
A
FG=70.66
TF=71.33
65.73
66.18
66.50
66.92
67.30
67.65
68.00
68.33
68.63
68.93
69.23
69.57
69.86
70.05
65.45
65.90
66.08
66.20
66.61
66.96
67.32
67.66
67.98
68.28
68.58
68.87
69.01
69.12
68.46
68.64
68.84
69.49
LOT 4
LOT 5
LOT 6
LOT 6
LOT 7
4.1%
3.7%
5.7%
6.8%
10.0%
2.2%
70.63
70.58
68.77
71.35
69.90
8.1%
5.0%
5.0%
5.0%
G3
GRADING PLAN
13
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCHLINE-SEE SHEET G4
MATCHLINE-SEE SHEET G1
G1
G3
G2
G4 G5
G6 G7
5/14/19
**All circled are line over text.**
TF=67.28
LOT 40
69.05
68.45
67.86
67.20
66.82
66.45
66.11
65.71
68.74
68.14
67.54
67.00
66.66
66.25
65.88
65.58
65.26
64.93
66.54
6.4%
6.5%
6.3%
G2
GRADING PLAN
12
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G4
G1
G3
G2
G4 G5
G6 G7
**All circled are line over text.**
5/14/19
LOT 1
LOT 2
LOT 5
LOT 3
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
BLOCK 10
BLOCK 9
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 7
BLOCK 13
BLOCK 2
BLOCK 2
FUTURE PEDESTRIAN BRIDGE
(BY OTHERS)
FUTURE 10' TRAIL
TRACT A
PUBLIC ACCESS
TRAIL EASEMENT
TRACT N
OPEN SPACE
50' DITCH BUFFER
FROM TOP OF BANK
50' DITCH BUFFER
FROM TOP OF BANK
TOP OF BANK
TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
HAPPY WOODLAND DR
PEDESTRIAN
BRIDGE SEE DETAIL
804 SHEET D9
TEMPORARY CONSTRUCTION
EASEMENT
(BY SEPARATE DOCUMENT)
73.30
72.88
73.52
73.22
72.59
72.39
74.70
75.64
74.95
75.77
75.82
75.87
76.41
75.52
75.42
75.33
75.25
74.99
74.80
74.59
73.95
73.01
72.20
71.82
71.30
71.24
70.33
68.16
68.43
68.75
69.07
69.59
70.36
70.88
71.08
71.42
71.76
71.99
72.26
72.68
72.92
72.22
75.11
73.81
71.56
71.61
70.72
72.92
70.11
69.80
72.01
71.07
68.78
70.05
67.77
66.77
66.79
72.81
71.71
70.67
67.97
66.88
70.21
A
LOT 12
A
FG=71.08
TF=71.75
LOT 13
A
FG=71.37
TF=72.04
LOT 14
A
FG=71.71
TF=72.38
LOT 15
A
FG=72.16
TF=72.83
LOT 16
A
FG=72.84
TF=73.51
LOT 17
A
FG=73.60
TF=74.27
LOT 18
A
FG=74.75
TF=75.42
LOT 19
A
FG=75.20
TF=75.87
LOT 20
A
FG=75.38
TF=76.05
LOT 21
A
FG=75.85
TF=76.52
LOT 22
A
FG=76.31
TF=76.98
LOT 23 A
FG=76.49
TF=77.16
LOT 24 A
FG=76.21
TF=76.88
LOT 25 A
FG=76.06
TF=76.73
LOT 26
A
FG=75.88
TF=76.55
LOT 27
A
FG=75.08
TF=75.75
LOT 28
A
FG=74.21
TF=74.88
LOT 29
A
FG=73.35
TF=74.02
LOT 30
A
FG=72.32
TF=72.99
LOT 31
A
FG=71.31
TF=71.98
LOT 32
A
FG=70.31
TF=70.98
LOT 33
70.16
70.58
70.87
71.21
71.66
72.34
73.10
74.25
74.70
74.88
75.35
75.81
75.99
75.71
75.56
74.58
73.71
72.85
71.82
70.81
69.81
69.82
69.90
70.20
70.25
70.52
70.57
70.84
70.96
71.54
71.35
72.12
72.35
72.84
72.87
73.09
73.36
74.88
75.49
75.37
75.28
74.84
73.70
73.37
73.57
73.68
72.69
71.81
71.77
70.75
69.73
75.38
74.16
LOT 5
LOT 6
LOT 1
2.3%
2.4%
2.5%
2.4%
2.0%
2.0%
1.9%
2.7%
2.0%
4.0%
25.0%
25.0%
25.0%
5' WALK
69.60
69.59
68.03
72.36
72.35
G1
GRADING PLAN
11
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
ZEPHYR RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONES.
NATURAL HABITAT BUFFER ZONES
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G3
G1
G3
G2
G4 G5
G6 G7
5/14/19
**All circled are line over text.**
212 N. Wahsatch Ave., Suite 301
Colorado Springs, Colorado 80903
(719) 635-3200
SHEET INDEX
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
1 CS1 COVER SHEET
2 CS2 GENERAL AND CONSTRUCTION NOTES
3 CS3 STREET CROSS-SECTIONS
4 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
5 OU1 OVERALL UTILITY PLAN
6-9 U1-U4 UTILITY PLAN
10 OG1 OVERALL GRADING PLAN
11-17 G1-G7 GRADING PLAN
18-19 G8-G9 DETAILED GRADING PLAN
20-22 SS1-SS3 SANITARY SEWER LINE 1 PLAN AND PROFILE
23-25 SS4-SS6 SANITARY SEWER LINE 4 PLAN AND PROFILE
26 SS7 SANITARY SEWER LINE 10 PLAN AND PROFILE
27 SS8 SANITARY SEWER LINE 10-1 PLAN AND PROFILE
29 ST1 STORM DRAIN LINE A PLAN AND PROFILE
30 ST2 STORM DRAIN LINES A1, A3-1, B, & C PLAN AND PROFILE
31 ST3 STORM DRAIN LINE B1 PLAN AND PROFILE
32 ST4 STORM DRAIN LINE E & D PLAN AND PROFILE
33 ST5 STORM DRAIN LINES F, G, & H PLAN AND PROFILE
34 ST6 STORM DRAIN LINE I PLAN AND PROFILE
35 ST7 STORM DRAIN LINE J PLAN AND PROFILE
36 IR1 IRRIGATION LINES A, B, & C PLAN AND PROFILE
37-39 R1-R3 HAPPY WOODLAND DR AND FLOATING LEAF DR PLAN AND PROFILE
40 R4 BURLY TREE DR PLAN AND PROFILE
41-43 R5-R7 HAPPY WOODLAND DR AND KNOBBY PINE DR PLAN AND PROFILE
44-45 R8-R9 FALLEN BRANCH DR & TWISTED ROOT DR PLAN AND PROFILE
46 R10 ZEPHYR ROAD PLAN AND PROFILE
47-49 R11-R13 TIMBERLINE ROAD PLAN AND PROFILE
50-53 R14-R17 STRIPING PLAN
56 DR1 OVERALL DRAINAGE EXHIBIT
57-59 D1-D3 UTILITY DETAILS
60-62 D4-D6 DRAINAGE DETAILS
63 D7 IRRIGATION DETAILS
64-66 D8-D10 UTILITY DETAILS
67 D11 GRADING DETAILS
68 EC1 EROSION CONTROL PLAN
69 EC2 EROSION CONTROL DETAILS
A TRACT OF LAND LOCATED IN THE EAST HALF OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
HANSEN SUBDIVISION
UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power------- Austin Kreager (970) 224-6152
CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0245
TELECOM-------- CenturyLink Local Network--------------- William Johnson (970) 377-6401
WATER------------ Fort Collins-Loveland Water District---- (970) 226-3104
WASTEWATER- South Fort Collins Sanitation District--- (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
Kristin Turner
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
PROJECT DATUM: NAVD88
BENCHMARK 2-02 EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY
ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX.
ELEVATION: 4964.37
BENCHMARK 16-01 SOUTH SIDE OF WILLOW SPRINGS WAY APPROX. 50 FT. WEST OF
THE INTERSECTION OF WILLOW SPRINGS WAY AND TIMBERLINE ROAD ON THE
SOUTHWEST CORNER OF A STORM INLET.
ELEVATION: 4956.98
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 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE EAST LINE OF THE NORTHEAST QUARTER OF
SECTION 7, AS BEARING SOUTH 00°00'53" EAST (ASSUMED BEARING) AS
MONUMENTED ON DRAWING.
PROJECT BENCHMARKS:
Sheet
of 69
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Sheets 54 & 55 are missing.
Sheet 28 is missing.
These do not match the
titles on these sheets.
5/14/19