HomeMy WebLinkAboutFORT COLLINS JEEP - FDP170035 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANSSOUTH MASON STREET
(CROSS-SECTION G)
NOT TO SCALE
WALK
72' R.O.W.
6'
PROPOSED VERTICAL
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER
12'
PROPOSED R.O.W.
EXISTING R.O.W.
CONC.
SIDEWALK
5' 12'
BIKE
LANE
LEFT
TURN LANE
EXISTING
THRU LANE
EXISTING R.O.W.
THRU LANE 2.5'
12' 12'
RIGHT
TURN LANE
8'
2.5'
12' 60'
SOUTH MASON STREET
(CROSS-SECTION H)
NOT TO SCALE
72' R.O.W.
6'
2.5'
PROPOSED VERTICAL
CURB & GUTTER
5.5' 12'
PLANTING
AREA
PROPOSED R.O.W.
EXISTING R.O.W.
CONC.
SIDEWALK
5'
BIKE LANE
5'
THRU LANE
EXISTING
THRU LANE
EXISTING
BIKE LANE
EXISTING R.O.W.
2.5'
2.5' 12'
8'
EXISTING
WALK
EXISTING VERTICAL
X X X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
EXIST. MEDIAN CURB
(EXIST. ASPHALT ROADWAY)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
EXIST. TRAFFIC LIGHT
POLE TO REMAIN
EXIST. 2-STORY METAL BUILDING
W/ ADD-ONS TO REMAIN
(REFERENCE ARCHITECTURAL PLANS)
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
(EXIST. ASPHALT ROADWAY)
TRANSFORT BUS STOP
EXIST. BACK OF CURB
BUS ROAD TO REMAIN
CITY OF FORT COLLINS
REC. NO. 20120033213
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5042
5044
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
5046
X X X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
TRAFFIC LIGHT
POLE
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 31,553 S.F.
FINISHED FLOOR = 5045.9
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION 2ND FILING
(ASPHALT)
TRANSFORT BUS STOP
BACK OF CURB
BUS ROAD
CITY OF FORT COLLINS
REC. NO. 20120033213
SS
SS
S S S S S S
W W W W W W
W
W W W
S S S
S S S S S S
W W W W W W
W
W W W
W
W
W
S
S
S
S S
EXIST. METAL
SHED
EXIST. METAL SHED
TRANSFORMER
N 1434390.80
E 3116578.59
N 1434320.81
E 3116577.26
X X X X
X X
X
X
X
X
X
X
X X X
X
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 31,553 S.F.
FINISHED FLOOR = 5045.9
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION
2ND FILING
(ASPHALT)
TRANSFORT BUS STOP
CITY OF FORT COLLINS
REC. NO. 20120033213
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5042
5044
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
5046
SS
SS
S S S S S S
W W
W W W W
X X X
X
X X
X X X X X X
X
X
X
X
X
X
X X
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 31,553 S.F.
FINISHED FLOOR = 5045.9
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION 2ND FILING
CITY OF FORT COLLINS
REC. NO. 20120033213
SS
SS
S S S S S S
W W W W W W
W
W W
W
S S S
S S S
S S
W
W
W
W W W W
W
W W W
W
W
S
S S
S
S
OIL AND SAND
INTERCEPTOR
(SEE DETAIL
THIS SHEET)
6" - 90° BEND FIRELINE 6" WET TAP W/ TB
W W W W
S S S S S S S S S S S S S
M
S
S S
S S S S S
W
W
W
W W W W
4
EX. STREET LIGHT
TO BE RELOCATED
W 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
SOUTH MASON STREET
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
15.5'
8.5'
BEGIN CONSTRUCTION
MATCH EXIST. C&G
N 1434389.88
E 3117026.69
END CONSTRUCTION
MATCH EXIST. C&G
N 1433898.76
E 3116977.24
WEST HARMONY
ROAD
7.3' ASPHALT
PAVEMENT
4
0+00
1+00
2+00
3+00
4+00
5+00
5+41
BP: 0+00.00
EP: 5+41.15
PI: 0+04.06
PI: 0+24.23
PI: 0+36.74
PI: 1+12.99
PI: 5+11.41
PI: 2+31.02 PI: 3+09.29
PC: 4+69.65
PT: 5+11.31
STA: 4+50.00 / 2.00' (R)
ELEV: 5038.32 FL
STA: 4+00.00 / 2.00' (R)
STA: 3+50.00 / 2.00' (R) ELEV: 5038.69 FL
ELEV: 5039.17 FL
STA: 3+00.00 / 1.99' (R)
ELEV: 5039.68 FL
STA: 2+50.00 / 1.99' (R)
ELEV: 5040.13 FL
STA: 2+00.00 / 2.00' (R)
ELEV: 5040.43 FL
STA: 1+50.00 / 2.00' (R)
ELEV: 5040.68 FL
EXIST. LIP OF PAN
STA: 1+12.99 / 2.00' (R)
ELEV: 5040.90 FL
STA: 0+35.63 / 2.00' (R)
ELEV: 5041.46 FL
4
STA: 4+69.60 / 2.00' (R)
0+07
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
0+74
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
2+00
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
R.O.W.
5041.80
5041.73
5041.80
5041.82
5042.56
5042.29
5041.50
5041.42
5041.70
5041.36
5042.59
5041.79
5044.25
5042.01
5044.45
5042.76
5044.60
5042.87
5040.85
5040.76
5041.26
5040.60
5043.24
5042.57
5044.35
5043.42
3+18
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
4+00
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
4+69
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
R.O.W.
5040.06
5040.37
5039.93
5041.27
5039.66
5042.66
5040.14
5043.66
5043.58
5044.12
5043.89
5044.56
5044.19
5039.56
5039.39
5039.34
5040.29
5038.86
5041.09
5039.34
5041.77
5043.04
5042.37
5043.27
5043.21
5043.50
X
X
X
X
X X
X
X
X X
X
6'
11'
21' 15' U.E.
REMOVE EXISTING TREE
RELOCATED "BUS STOP" SIGN
R10'
R25'
SS
SS
S S S S S S S S S
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
W
W
W
W
REMOVE AND RELOCATE
STREET LIGHT
CONCRETE SIDEWALK
0+00
1+00
1+53
STA: 0+12.47 / 2.00' (L)
ELEV: 5046.17
STA: 0+16.34 / 2.73' (L)
ELEV: 5046.14
STA: 0+45.35 / 12.26' (L)
ELEV: 5045.95
STA: 0+50.03 / 13.01' (L)
ELEV: 5045.92
STA: 0+95.53 / 13.00' (L)
ELEV: 5044.94
STA: 0+99.64 / 12.43' (L)
ELEV: 5044.82
STA: 1+22.96 / 5.79' (L)
ELEV: 5044.15
STA: 1+32.00 / 7.65' (L)
ELEV: 5044.28
STA: 1+41.07 / 26.43' (L)
ELEV: 5045.13
N 1433890.51
E 3116595.07
N 1433895.00
E 3116747.70
ONLY
ONLY
EXIST. BIKE LANE
STRIPE TO REMAIN
EXIST. STOP BAR
TO REMAIN
12'
12.3'
12'
120' 150'
16.5'
8.5'
±13.4'
EXIST. BIKE LANE
SIGN TO BE
RELOCATED
EXISTING STOP BAR
STRIPE TO BE EXTENDED
TO NEW LIP OF PAN
PROPOSED
PEDESTRIAN CROSS
WALK STRIPING
EXISTING DOUBLE YELLOW
STRIPING TO BE REMOVED
EXIST. BIKE LANE
STRIPE TO REMAIN
SOUTH MASON STREET
EXIST. TRAFFIC SIGNAL
POLE TO REMAIN
EXIST. R.O.W.
PROPOSED
R.O.W.
EXIST. CURB,
GUTTER, & WALK
EXIST. PEDESTRIAN
SIGNAL BUTTON & POST
TO BE RELOCATED
4
2
4
6
1
EXIST. BIKE LANE STRIPE
TO BE REMOVED
EXIST. R.O.W.
"HANDICAP ACCESS
LOCATED ON
W. HARMONY ROAD" SIGN
10
5'
3
3
3
MATCH EXIST. DBL
YELLOW STRIPING
EXIST. BIKE LANE STRIPE
TO BE REMOVED
±12'
EXISTING TURNING LANE
STRIPING TO BE REMOVED
SOUTH MASON STREET
ONLY
ONLY
8 9
9
8
8 8
8
8
8
8
8
8
8
8 8 8 8
8
8
8
8
8
8
8
8 8
8
9 9
9
9
9
9 9
9
9 9 9 9
9
9
9
9
9
9
9
9 9
9
9
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
10
FORT COLLINS JEEP
FIRE LANE SIGNAGE &
STRIPING PLAN
TWD 11/20/2017 1" = 30'
WLB 16-018
C-12
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
M
W
W
W
W W W W
4
X
X X X X X
X
X
X
X X X X X X
X
SS
SS
S S
S S S S
W W W W W
W
W W W W
S S S
S S S
W
W W W
W
W W W W
W
W W W
S
S
S S S
ONLY
ONLY
.
..
.
..
.
.
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.
..
...
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.
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..
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...
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......
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....................................
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..
.
A
0.22 0.93
1.16
E
0.39 N/A
N/A
F
0.42 N/A
N/A
G
0.56 N/A
N/A
C
1.72 0.89
B 1.12
0.33 0.89
1.11
.
.
..
.
.
...
D
0.15 N/A
N/A
....
.
..
..
.
...
.
..
..
.
.........
.
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..
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..
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..
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..
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..
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..
....
.
5045
5043
5044
5045
5044
5046
5045
5046
5047
5045
5044
5041
5042
5040
5045
5039
5041
5042
5043
5044
5045
5046
1
2
3
5045
5045
5043
5043
5044
5044
5046
5046
5040
5039
5039
5041
5042
4.43%
2.63%
3.14%
2.44%
1.56%
1.10%
1.63%
1.66%
4.51%
5045
5044
5045.59 FL
5045.07 FL
5044.49 FL
5044.42 FL
5043.76 FL
5044.12 FL
5043.59 FL
5043.3 FL
5043.48 FL
5043.7 FL
5043.9 FL
5043.4 FL
5043.95 FL
5044.63 FL
5044.05 FL
5044.18 FL
5042.37 FG
5041.58 FG
WQ RELEASE STRUCTURE
WQ RELEASE STRUCTURE
WQ RELEASE STRUCTURE
6" 90° BEND
6" - TEE
6"-90° BEND
6" CLEANOUT
6" - 11.25° Bend
6" - Tee and
6" - 11.25° Bend
15 LF~ 6" HDPE
100 LF~ 6" HDPE
100 LF~ 6" HDPE 135 LF~ 6" HDPE
16 LF~ 6" HDPE
8 LF~ 6" 6" HDPE PIPE
43 LF~ 6" HDPE 99 LF~ 6" HDPE
15 LF~ 6" HDPE
31 LF~ 6" HDPE
113 LF~ 6" HDPE
4" CLEANOUT
4" CLEANOUT
26 LF~ 4" A-2000 SLOTTED PIPE
90 LF~ 4" A-2000 SLOTTED PIPE 88 LF~ 4" A-2000 SLOTTED PIPE
62 LF~ 4" A-2000 SLOTTED PIPE
5047.2 EOA
5045.76 FL
5045.10 FL
5044.52 FL
5042.36 FL
??? FG
??? FG
5045.97 FL
5044.54 FL
5044.88 FG
5044.78 FL
5045.04 FL
5045.88 FG
5045.90 FG
18 LF~ 4" A-2000
SLOTTED PIPE
18 LF~ 4" A-2000
SLOTTED PIPE
WQ/BIORETENTION BASIN A
VOLUME REQUIRED = 0.006 AC-FT
VOLUME PROVIDED = 0.006 AC-FT
WQ/BIORETENTION BASIN B
VOLUME REQUIRED = 0.009 AC-FT
VOLUME PROVIDED = 0.009 AC-FT
WQ/BIORETENTION BASIN C
VOLUME REQUIRED = 0.042 AC-FT
VOLUME PROVIDED = 0.042 AC-FT
0.39%
0.04%
0.49%
0.50%
0.43%
0.46%
1.85%
1.59%
1.63%
1.67%
0.46%
0.42%
0.03%
1.26%
0.31%
0.37%
0.61%
1.00%
Runoff Analysis Data Table
Basin ID C2 C100 Q2 (cfs) Q100 (cfs)
A 0.87 0.95 0.53 2.02
B 0.83 0.92 0.76 2.94
C 0.80 0.89 3.33 12.96
PROPOSED 15' TYPE R INLET
PROPOSED 4' DIA. STORM MANHOLE
CONNECT AND OUTLET TO EXISTING STORM SEWER
EXISTING STORM SEWER
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R FORT COLLINS JEEP
DRAINAGE PLAN
TWD 11/20/2017 1" = 30'
MSG 16-018
C-19
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 30 60
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
DRAINAGE LEGEND
BASIN NAME
2yr C VALUE
BASIN ACREAGE 100yr C VALUE
5820
5820
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PR. MAJOR CONTOUR
PR. MINOR CONTOUR
PROPOSED BASIN BOUNDARY LINE
1
BASIN
AREA 2yr
100yr
PR. STORM
EX. STORM
BASIN LABEL
DESIGN POINT
PROPOSED CONCRETE
Text Over Text
12/27/17
**All circled are line over text,
except as noted.**
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 30 60
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
SIGNAGE AND STRIPING LEGEND:
1 STOP BAR - PRE-FORMED 90 MIL THERMOPLASTIC
3 4" WIDE PAINTED SOLID WHITE EDGE LINE
6" WIDE SOLID WHITE TURNING LANE LINE
6" WIDE DASHED WHITE TURNING LANE LINE
4
4" WIDE DOUBLE YELLOW CENTERLINE STRIPING
5
"NO PARKING" SIGN (R, L, OR D)
6
PEDESTRIAN CROSS WALK - PRE-FORMED 90 MIL
2 THERMOPLASTIC
7
8 "NO PARKING FIRE LANE SIGN"
9 CURB PAINTED RED "FIRE LANE"
R7-1
10 "HANDICAP ACCESS ON W. HARMONY ROAD"
NOTE:
SEE SHEET C-11 FOR SOUTH MASON STREET AND WEST
HARMONY ROAD ROADWAY SIGNAGE & STRIPING PLAN.
Line Over Text
Line Over Text
12/27/17
15-94
SS
SS
WEST HARMONY ROAD
(R.O.W. WIDTH VARIES)
EXIST. "STOP HERE ON RED"
SIGN TO BE RELOCATED
EXIST. STREET LIGHT
WITH "40 MPH" SIGN TO
BE RELOCATED
EXIST. PEDESTRIAN CROSSING
AHEAD SIGN TO REMAIN
EXIST. STREET LIGHT WITH "RAIL
ROAD CROSSING" SIGN TO REMAIN
EXIST. BUS STOP SIGN
TO BE RELOCATED
EXIST. TRAFFIC SIGNAL
POLE TO REMAIN
ALL EXIST. W.
HARMONY ROAD
STRIPING TO REMAIN
LOCATION OF RELOCATED
"BUS STOP" SIGN
2
1
FORT COLLINS JEEP
ROADWAY SIGNAGE &
STRIPING PLAN
TWD 11/20/2017 -1" = 20'
WLB 16-018
C-11
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 20 40
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
SIGNAGE AND STRIPING LEGEND:
1 STOP BAR - PRE-FORMED 90 MIL THERMOPLASTIC
3 4" WIDE PAINTED SOLID WHITE EDGE LINE
6" WIDE SOLID WHITE TURNING LANE LINE
6" WIDE DASHED WHITE TURNING LANE LINE
4
4" WIDE DOUBLE YELLOW CENTERLINE STRIPING
5
"NO PARKING" SIGN (R, L, OR D)
6
PEDESTRIAN CROSS WALK - PRE-FORMED 90 MIL
2 THERMOPLASTIC
7
8 "NO PARKING FIRE LANE SIGN"
9 CURB PAINTED RED "FIRE LANE"
R7-1
10 "HANDICAP ACCESS ON W. HARMONY ROAD"
Line Over Text
Line Over Text
12/27/17
15-94
2.00%
WEST HARMONY ROAD
(R.O.W. WIDTH VARIES)
SOUTH MASON STREET
(EX. 60' R.O.W.)
N85°46'32"E 12.47'
N88°30'17"E 125.18'
N88°51'35"E 15.06'
RELOCATED
STREET LIGHT
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R FORT COLLINS JEEP
BUS STOP PLAN
TWD 11/20/2017 1" = 20'
JLC 16-018
C-10
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 20 40
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
BUS STOP DETAIL
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Varies
CONCRETE BUS PAD - ATTACHED
Street
Do not construct
in wheel lane.
1/2" Expansion Joint Material (typical)
Attached Sidewalk (width variable)
10" min.
2"
11'-0" 2'-0"
6" Thick Curb
ASPHALT
A A
Lip
F
BOC
BOW
Existing 2'-0" Gutter
1/2" Pre-formed Sealed
Expansion Joint Material
50'-0"
min
Contraction Joint
10'-0"
Flow Line
SECTION A-A
(Typ)
Existing Sidewalk
Taper in accordance
with the Table below.
NOTE:
1. Length of bus pad varies as directed by the Local Entity.
2. All pads shall be a minimum of 10" thick concrete.
12'-0"
or Lane
Width
2'-0"
CONCRETE BUS PAD - DETACHED
Concrete
in wheel lane.
Do not construct
6"
1/2" Expansion Joint Material (typical)
L T.C.
F
Lip
BUS BAY TRANSITION LENGTHS Detached Sidewalk
SPEED LIMIT LEAD IN LENGTH (Li) (FT.) LEAD OUT LENGTH (Lo) (FT.)
<35 60 60
40 100 70
45 150 80
50 200 90
55 250 100
(width variable)
Lo
15' R
Li
FL
*
Joints
15' R
Provide Curved Connections
R=15'
The Local Entity Transit
Authority shall specify
this length.
*
BUS BAY
BUS STOP
L
2'-0"
6"
10'-0"
min.
10'-0"
2'-0" Varies
Street
12'-0"
or Lane
Width
Concrete
FL T.C.
Lip
10'-0"
min.
10'-0"
2'-0"
12/27/17
**All circled are line over text.**
15-94
5038.81
5038.92
5038.68
5039.38
5038.47
5040.10
5038.94
5040.85
5040.42
5041.57
5041.98
CONC SW
8' CONC.
SIDEWALK
8'
CONC.
SIDEWALK
6 STEPS 4:1
-2.00%
-2.00%
5038.30 FL
5038.69 FL
5039.49 FL
EL: 5040.00
EXIST LIP OF PAN
EL: 5040.15 BACK SW
-2.55%
5043.46 FL
EL: 5039.5
EXIST LIP OF PAN
EL: 5039.35 BACK SW
-2.20%
5042.84 FL
REPLACE
ASPHALT
PAVEMENT.
EL: 5038.47
EXIST LIP OF PAN
EL: 5038.94 BACK SW
5042.08 FL
REPLACE
ASPHALT
PAVEMENT.
REPLACE
ASPHALT
PAVEMENT.
13.5'
13.5' 6.6'
NOTE:
NEW ASPHALT
PAVEMENT SHALL
MATCH EXIST PAVEMENT
SECTION DEPTH TO
SUBGRADE.
5043.44 TS
5043.44 FL
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
LANDSCAPE
WALL
-2.00%
-2.28%
-0.85%
-2.28%
-0.85%
-3.98%
-0.84%
-2.54%
4
N 1433898.69
3+00
4+00
5+00
PI: 5+11.41
PI: 3+09.29
PC: 4+69.65
PT: 5+11.31
STA: 3+18.30
STA: 4+00
STA: 4+69.22
PROPOSED
R.O.W.
EXIST.
R.O.W.
CONC. SIDEWALK
STA: 4+00.00 / 2.00' (R)
ELEV: 5038.69 FL
STA: 4+69.22 / 2.00' (R)
ELEV: 5038.30 FL
STA: 3+18.30 / 2.00' (R)
ELEV: 5039.49 FL
5044
5040
5042
5040
5040
5044
5042
R=26.94'
L=41.66'
Δ=88°35'00"
S89°38'10"W 0.10'
8'
EDGE OF EXIST LIP
SOUTH MASON STREET
Know what'sbelow.
Call before you dig.
R
FORT COLLINS JEEP
MASON STREET CROSS SECTIONS
TWD 11/20/2017 1" = 10'
NRM 16-018
C-9.2
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 10 20
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Text Over Text
15-94
12/27/17
**All circled are line over text,
except as noted.**
5044.58
5043.83
5044.79
5044.11
EXIST
CONC SW 8' CONC.
SIDEWALK
4:1
ASPH PVMT 4:1
5041.65 FL
5041.12 FL
5040.43 FL
-2.00%
EL: 5041.82 MEET & MATCH
EXIST LIP OF PAN
EL: 5042.26 BACK SW
-6.22%
EL: 5041.36 BACK SW
EL: 5041.82 BACK SW
EL: 5042.02 BACK SW
EL: 5040.74
EXIST LIP OF PAN
EL: 5042.71 BACK SW
5043.79 FL
-2.86%
NOTE:
NEW ASPHALT
PAVEMENT SHALL
MATCH EXIST PAVEMENT
SECTION DEPTH TO
SUBGRADE.
REPLACE
ASPH PVMT
REPLACE
ASPHALT
PAVEMENT.
3.2'
6.8'
-2.00%
8.33%
10'
ASPH PVMT
ASPH PVMT
-2.0%
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
-2.05%
-0.85%
-2.05%
-0.85%
0.66%
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
N 1434393.94
E 3117026.80
0+00
1+00
2+00
BP: 0+00.00
PI: 0+04.06
PI: 0+24.23
PI: 0+36.74
PI: 1+12.99
PI: 2+31.02
STA: 0+06.81
STA: 0+73.69
STA: 2+00
PROPOSED R.O.W.
EXIST. R.O.W.
STA: 2+00.00 / 2.00' (R)
ELEV: 5040.43 FL
STA: 0+73.69 / 2.00' (R)
ELEV: 5041.12 FL
STA: 0+06.81 / 2.00' (R)
ELEV: 5041.65 FL
5042
5044
5044
5042
5044
S01°34'26"W 4.06'
S03°19'09"W 20.17'
S01°22'45"W 12.51'
S06°04'20"W 76.26'
10'
15' U.E.
2.00%
5041.8 FG
5042.02 FG
5042.0 FG
SOUTH MASON STREET
EDGE OF EXIST LIP
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
Know what'sbelow.
Call before you dig.
R
FORT COLLINS JEEP
MASON STREET CROSS SECTIONS
TWD 11/20/2017 1" = 10'
NRM 16-018
C-9.1
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 10 20
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
12/27/17
**All circled are line over text.**
15-94
ELEV: 5038.30 FL
STA: 5+11.45 / 2.00' (R)
ELEV: 5039.41 FL
KENSINGTON
DRIVE
S03°19'09"W
20.17'
S06°04'20"W 76.26'
R=26.94'
L=41.66'
Δ=88°35'00"
S89°38'10"W 0.10'
S01°34'26"W 4.06' S01°22'45"W 12.51'
S01°03'05"W 118.03'
S05°48'54"W 78.27'
S01°03'05"W 160.36'
EXIST. LIP OF PAN
EXIST. LIP OF PAN
EXIST.TRAFFIC SIGNAL
POLE TO REMAIN
EXIST. TRAFFIC SIGNAL
CONTROL BOXES
LANDSCAPE WALL
LANDSCAPE WALL
STORM SEWER INLET
EXIST. GROUND @
PROPOSED LIP OF GUTTER
SCALE: HORIZONTAL 1"=20'
VERTICAL 1"= 2'
MASON STREET PROFILE
5035
5040
5050
5035
5040
5050
0+00 1+00 2+00 3+00 4+00 5+00 5+25
-0.90%
-0.50%
-0.70%
-0.66%
-0.50%
-0.60%
-0.90%
-1.01%
0.00%
0.50%
3.00%
PVI STA = 0+05.00
ELEV = 5041.84
PVI STA = 1+00.37
ELEV = 5041.17
PVI STA = 1+50.51
ELEV = 5040.84
PVI STA = 2+00.23
ELEV = 5040.60
PVI STA = 2+50.55
ELEV = 5040.29
PVI STA = 3+00.78
ELEV = 5039.84
PVI STA = 3+80.67
ELEV = 5039.03
PVI STA = 4+30.79
ELEV = 5038.58
PVI STA = 4+55.67
ELEV = 5038.46
PVI STA = 4+67.11
ELEV = 5038.46
PVI STA = 4+75.54
ELEV = 5038.50
PVI STA = 5+11.59
ELEV = 5039.58
-0.90%
-0.50%
-0.70%
-0.66%
-0.50%
-0.60%
-0.90%
-1.01%
0.00%
0.50%
3.00%
PVI STA = 0+05.00
ELEV = 5041.84
PVI STA = 1+00.37
ELEV = 5041.17
PVI STA = 1+50.51
ELEV = 5040.84
PVI STA = 2+00.23
ELEV = 5040.60
PVI STA = 2+50.55
ELEV = 5040.29
PVI STA = 3+00.78
ELEV = 5039.84
PVI STA = 3+80.67
ELEV = 5039.03
PVI STA = 4+30.79
ELEV = 5038.58
PVI STA = 4+55.67
ELEV = 5038.46
PVI STA = 4+67.11
ELEV = 5038.46
PVI STA = 4+75.54
ELEV = 5038.50
PVI STA = 5+11.59
ELEV = 5039.58
PROPOSED GROUND @
PROPOSED LIP OF GUTTER
5041.80
5041.33
5041.52
5041.69
5041.18
5041.46
5040.85
5041.26
5040.60
5041.15
5040.30
5041.85
5039.85
5039.96
5039.34
5040.29
5038.86
5039.97
5038.49
5039.22
5039.23
5039.79
5039.79
FORT COLLINS JEEP
MASON STREET WIDENING PLAN
TWD 11/20/2017 1" = 20'
WLB 16-018
C-8
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
Feet
0 20 40
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
NOTE:
SEE SHEET C-11 FOR E. MASON STREET SIGNAGE
AND STRIPING PLAN.
12/27/17
**All circled are line over text,
except as noted.**
Text Over Text Text Over Text Text Over Text Text Over Text
15-94
Text Over Text Text Over Text
67.7'
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(R.O.W. WIDTH VARIES)
TEL.
TRANSFORT BUS STOP
EX. 8" WATER
EX. 8" SANITARY
158 LF ~ 6" DIP
100 LF ~ 6" PVC
CORP STOP
CURB STOP
135 LF~TYPE ~ 1 1/2"
TYPE 'K' COPPER
1-1/2" METER
19 LF ~ 6" DIP
71 LF ~ 6" PVC
100 LF ~
6" PVC
6" SWIVEL TEE
6" PLUG
W/ TB
30 LF ~ 6" DIP
6" SEWER
SERVICE
6" SEWER
SERVICE
115 LF ~ 6" PVC
"BUS STOP"
EX. TRAFFIC LIGHT
POLE TO REMAIN
EX. INLET GRATE
EX. TRANSFORMER
BIKE RACK (4)
EXIST. WATER METER
TO BE RECYCLED
EXIST. FIRE HYDRANT
TO BE RELOCATED
EX. SEWER SERVICE TO
BE ABANDONED IN PLACE
EX. 10" AC WATER
EX. 12 " STORM
15' U.E.
EX.
COMMS
15' U.E.
EXIST. 5' U.E.
20' EMERGENCY
ACCESS ESMT.
RELOCATED
STREET LIGHT
4
10' Type R Inlet
N=1433933.28
E=3117002.26
INV. IN = 5036.91
Type 13 Inlet w/ Solid Cover
N=1433933.28
E=3117013.60
Type C Outlet Structure
N=1433985.53
E=3116858.01
INV. OUT = 5039.70
6" Cleanout
N=1434094.50
E=3116645.37
INV. = 5041.77
Type C Outlet Structure
N=1434194.50
E=3116662.07
INV. OUT = 5041.70
Type C Outlet Structure
N=1434051.02
E=3116661.87
INV. OUT = 5040.80
6" - 90° Bend
N=1434194.50
E=3116645.37
INV. = 5042.27
6" - Tee
N=1434051.22
E=3116645.37
6" - 90° Bend
N=1433952.53
E=3116645.37
INV. = 5041.06
6" - 11.25° Bend
N=1433933.28
6" - Tee and E=3116969.86
6" - 11.25° Bend
N=1433952.53
E=3116858.01
INV. = 5040.0
100LF ~ 6" HDPE SD 113LF 6" ~ 6" SD HDPE SD
6" Cleanout
N=1433952.53
E=3116745.37
INV. = 5040.56
SEE SHEET C-10
FOR DETIALS
SEE SHEET C-10 FOR
DETAILS
SEE SHEET C-10
FOR DETAILS
6" GV
5 LF~6" DIP
8'
3'
RELOCATED
FIRE HYDRANT
EX. STORM INLET
TO BE REPLACED
:,7+
0$1+2/(
INV. OUT SW (12") = 5036.89
SEWER SERVICE
TO BE ABANDONED
AT MANHOLE
RELOCATE
EX. SIGN
EX. STORM MANHOLE
INV. IN NE (12") = 5035.96
,19,11:
INV. OUT SW = 5032.51
EX. SAN. MANHOLE
INV. OUT N = 5031.41
EX. SAN. MANHOLE
INV. IN S = 5031.18
INV. IN E = 5031.20
INV. OUT N = 5031.03
EX. SAN. MANHOLE
INV. IN S = 5031.00
INV. OUT NW = 5030.90
6" SERVICE
INV. = 5031.27±
VEHICLE STORAGE
CUSTOMER
EMPLOYEE EMPLOYEE
VEHICLE DISPLAY
CUSTOMER
4"Ø X 30" H, PIPE BOLLARDS,
FILL WITH CONC. CAP AND
PAINT, TYP. INSTALL @ 6' 0.C.
4" PVC STORM
DRAIN CLEANOUT
4" PVC STORM
DRAIN CLEANOUT
2' WIDE
CURB-CUT
2' WIDE
CURB-CUT
4" PVC STORM
DRAIN CLEANOUT
4" PVC PERFORATED
UNDERDRAIN
@ 0.25% SLOPE
4" PVC STORM
DRAIN CLEANOUT
4" PVC PERFORATED
UNDERDRAIN
@ 0.25% SLOPE
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
15' DRAINAGE
ESMT.
15' DRAINAGE
ESMT.
15' DRAINAGE
ESMT.
4" PVC PERFORATED
UNDERDRAIN @
0.25% SLOPE
CONNECT TO
EXIST. 8"
WATERLINE
WITH WET TAP
4" PVC PERFORATED
UNDERDRAIN @
0.25% SLOPE
N 1434390.80
E 3116578.59
N 1434389.41
E 3117002.13
N 1433925.66
N 1433912.65 E 3116993.62
E 3116980.38
N 1433909.92
E 3116607.92
N 1434133.98
E 3116612.20
N 1434133.98
E 3116607.20
N 1434215.26
E 3116608.75
N 1434215.35
E 3116603.75
6" CLEAN-OUT
N 1434336.00
E 3116767.37 6" CLEAN-OUT
N 1434336.00
E 3116838.16
6" CLEAN-OUT
N 1434336.00
E 3116938.16
6" CLEAN-OUT
N 1434221.04
E 3116772.37
10'
(ASPHALT PARKING LOT)
99LF ~ 6" HDPE SD
135LF ~ 6" HDPE SD
16LF ~ 6"
HDPE SD
43LF ~ 6" HDPE SD
100LF ~ 6" HDPE SD
17LF ~ 6" HDPE SD
33LF ~ 6"
HDPE SD
11LF ~ 6" HDPE SD
17LF ~ 6"
HDPE SD
20' W.L. ESMT.
15' U.E.
BNSF RAIL-ROAD R.O.W.
100'
(ASPHALT PARKING LOT)
(ASPHALT PARKING LOT)
CONC. DRAINAGE
CHANNEL
Feet
0 30 60
FORT COLLINS JEEP
OVERALL UTILITY PLAN
TWD 03/15/2017 1" = 30'
JLC 16-018
C-7
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
PROPERTY LINE
LOT / TRACT LINE
LEGEND:
S S
W W
EXISTING SANITARY LINE W/ MH
EXISTING STORM LINE W/ MH
EXISTING WATER LINE
EXISTING STORM AREA INLET
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
D
Y
H
EXISTING STORM TYPE 'R' INLET
RIGHT-OF-WAY
E E EXISTING ELECTRIC LINE
G G EXISTING GAS LINE
X X EXISTING FENCE LINE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
S S PROPOSED SANITARY SEWER W/ MH
PROPOSED STREET SIGN
PROPOSED STORM SEWER W/ MH
W W PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
CTV EXISTING CATV LINE
CENTERLINE R.O.W.
EXISTING CONCRETE
PROPOSED EASEMENT LINE
EXISTING EASEMENT LINE
PROPOSED WATER VALVE
PROPOSED WATER FITTINGS
4
5
PROPOSED TYPE 'R' INLET
PROPOSED FLARED END SECTION
EXISTING RIGHT-OF-WAY
PROPOSED STREET LIGHT
D
S
COM COM EXISTING COMMUNICATION LINE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPOSED CONCRETE
SIDEWALK REPAIR NOTE:
ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS
STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT
COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF
COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
OIL AND SAND INTERCEPTOR
Know what'sbelow.
Call before you dig.
R
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
15-94
Does not match the
Subdivision Plat.
Line Over Text
Line Over Text
12/27/17
W
W W W
S S S
S S S
W W W W W W
W
W W W
W
W W
S
S
S
S S
4
5045
5044
5046
5045
5043
5044
5045
5044
5045
5045
5045
5040
5041
EXIST. METAL SHED
EXIST. METAL SHED SSA
30' X 60'
VT
131 LF
SF
RS
LOC
CWA
SF
SF
SF
SF
LOC
LOC
LOC
76 LF
SF
271 LF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
340 LF
SF
RS
RS
IP
RS
RS
SF SF SF SF SF
SF
CF
225 LF
RS
RS
RS
RS
RS
SF
SF
SF SF SF SF SF SF
27 LF
SF
342 LF
SF
41 LF
SF
IP
PS
PS
PS PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
N 1434390.80
E 3116578.59
N 1434320.81
E 3116577.26
N 1434215.35
E 3116603.75
N 1434215.26
E 3116608.75
N 1434133.98
E 3116607.20
N 1434133.98
E 3116612.20
N 1433909.92
E 3116607.92
N 1433912.65
E 3116980.38
N 1433925.66
E 3116993.62
N 1434389.41
E 3117002.13
3.0%
0.0%
2.8%
0.5%
1.9%
2.9%
0.6%
0.5%
2.4%
2.8%
3.7%
0.5%
1.6%
2.0%
0.9%
0.5%
1.8%
1.7%
0.5%
5.0%
1.4%
???
???
4.7%
0.6%
1.0%
2.0%
4.2%
2.6%
3.9%
5.2%
1.0%
2.4%
2.4%
2.1%
1.9%
1.3%
6.8% 2.0%
0.1%
1.6%
0.4% 0.4%
1.0%
1.1%
3.3%
1.3%
1.2%
3.5%
TRAFFIC LIGHT
POLE
BACK OF CURB
BUS ROAD
TRANSFORMER
TEMPORARY INLET
PROTECTION TO BE
REMOVED ON
REMOVAL OF
EXISTING INLET
100'
BNSF RAIL-ROAD R.O.W.
CONC. DRAINAGE
CHANNEL
Feet
0 30 60
FORT COLLINS JEEP
EROSION CONTROL PLAN
TWD 11/20/2017 1" = 30'
JLC 16-018
C-6
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
SF
LIMITS OF CONSTRUCTION
SF
CWA
CF
IP
PS
SSA
VTC
LOC
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
INLET PROTECTION
PERMANENT SEEDING
SILT FENCE
STABILIZED STAGING AREA
VEHICLE TRACKING
CONTROL
BMP LEGEND
RS ROCK SOCK
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
CONSTRUCTION SEQUENCE CHART
PROPERTY LINE
EXISTING LOT/TRACT LINE
LEGEND:
S
W
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING RIGHT-OF-WAY
E
G EXISTING GAS MAIN
X EXISTING FENCE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
PROPOSED AREA OUTLET
PROPOSED STORM SEWER
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
5537.30 FL
2% PROPOSED SLOPE
PROPOSED FLOWLINE ELEVATION
EXISTING VEGETATION
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
COM EXISTING COMMUNICATION LINE
HIGH POINT
LOW POINT
HP
LP
FG FINISH GRADE
Line Over Text
Line Over Text
15-94
12/27/17
N 1434215.35
E 3116603.75
N 1434215.26
E 3116608.75
N 1434133.98
E 3116607.20
N 1434133.98
E 3116612.20
N 1433909.92
E 3116607.92
N 1433912.65
E 3116980.38
N 1433925.66
E 3116993.62
N 1434389.41
E 3117002.13
3.0%
0.0%
2.8%
0.5%
1.9%
2.9%
0.6%
0.5%
2.4%
2.8%
3.7%
0.5%
1.6%
0.8%
0.5%
1.8%
1.7%
0.5%
5.0%
1.4%
???
???
4.7%
2.0%
4.2%
2.7%
3.9%
5.2%
1.0%
2.4%
2.4%
2.1%
1.9%
1.3%
6.7% 2.0%
0.1%
1.6%
0.4% 0.4%
1.0%
1.1%
3.3%
1.3%
1.2%
3.5%
1.2%
2.5%
100'
BNSF RAIL-ROAD R.O.W.
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
5046
5040
5041
5044.85 FL
5044.38 FL
5044.56 FL 5044.25 FL
5043.22 FL
5043.68 FL
5043.55 FL
5043.16 FL
5043.08 LP
5043.36 FL
5043.41 FL
5043.52 FL
5044.71 FL
5045.49 FL
5045.16 FL
5043.84 FL
5043.71 FL
5044.24 FL
5044.12 FL
5044.31 FL
5044.18 FL
5044.43 FL
5044.25 FL
5044.43 FL
5044.88 FL
5044.71 FL
5045.00 FL
5045.16 FL
5045.35 FL
5044.76 FL
5044.92 FL
5045.06 FL
5045.68 FL
5045.47 FL
5045.70 FL 5044.63 FL
5044.44 FL
5044.66 FL
5043.97 FL
5043.86 FL
5044.17 FL
5044.25 FL
5044.31 FL
5044.93 FL
5044.61 FL
5045.14 FL
5044.66 FL
5044.74 FL
5045.19 HP
5045.39 FL
5045.90 FL
5044.92 FL
5045.47 FL
5045.25 FL
5045.19 FL
5045.40 FL
5044.86 FL
5045.17 FL
5045.07 FL 5045.51 FL
5045.97 FL
5045.91 FL
5045.91 FL
5045.90 FL
5045.95 FL
5045.76 FL
5045.89 FL
5045.54 FL
5045.68 FL
5045.68 FL
5045.55 FL
5045.86 FL
5045.75 FL
5046.02 FL
5045.95 FL
5046.03 FL 5044.15 FL
5044.03 FL
5044.52 FL
5044.57 FL
5042.34 FL
5042.77 FL
5042.56 FL
5045.77 FL
5045.51 FL
5045.13 FL
5045.47 FL
5045.61 FL
5045.48 FL 5045.56 FL
5045.05 FL
5045.28 FL
5045.26 FL
5045.02 FL
5044.34 FL
5044.77 FL
5045.00 FL 5044.72 FL
5044.22 FL
5043.88 FL
5044.09 FL
5045.13 HP
5043.22 FL
5043.73 FL
5046.11 FG
5046.05 FG
5045.79 FG
5045.72 FG
5046.69 FG
5046.66 FG
5046.38 FG
5046.35 FG
5047.17 FG
5045.40 FL
5044.72 FL
??? FG
5046.65 FG
5039.95 FG
5046.08 FG
5046.27 FG
??? FG
??? FG
??? FG
??? FG
5046.50 FG
5046.01 FG
5041.66 FL
5041.46 FL
5040.90 FL
5045.60 FL
5045.04 FL
5044.99 FL
5045.90 FL
5044.68 FL
5043.75 FL
5044.27 FL
5042.01 FL
5042.52 FL
5043.85 FL
5044.22 FL
5044.25 FL
5043.73 FL
5043.85 FL 5043.88 FL
5044.05 FL 5042.46 FL
5042.33 FL
5042.06 FL
5043.59 FL
5043.74 FL
5043.78 FG 5043.95 FL
5045.90 FL
5042.23 FL
5044.54 FL
5042.96 FL
5042.67 FL
5042.35 FL
5042.32 FL 5042.41 FL
5044.06 FL
5044.48 FL
5044.54 FL
5042.24 FL
5045.90 FL
5045.90 FL
5042.17 LP
5042.90 FL
5045.83 FL
5044.59 FL
5044.59 FL
5044.43 FL
5044.45 FL
5044.56 FL
5042.82 FL
5042.76 HP
5044.15 FL
5043.82 FL
CONC. DRAINAGE
CHANNEL
5045
5046
5044
5040
5041
5042
5040
5042
5043
5040
5044
5043
5045
5044
5044
G G
H H
TOW=5039.77
BOW=5039.65
TOW=5043.41
BOW=5041.11
TOW=5043.40
BOW=5042.36
TOW=5043.99
BOW=5043.91
5044.34 FL
LANDSCAPE
WALL
LANDSCAPE
WALL
5044.11 FL
5044.15 FL
5045.90 FL
5045.63 FL
5045.73 FL
5045.84 FL
5045.90 FL
5045.74 FL
5044.41 FL
5045.23 FL
5.0%
5042.36 FL
2.0%
1.5%
2.0%
0.5%
1.2%
Feet
0 30 60
FORT COLLINS JEEP
GRADING PLAN
TWD 11/20/2017 1" = 30'
JLC 16-018
C-5
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
PROPERTY LINE
EXISTING LOT/TRACT LINE
LEGEND:
S
W
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING RIGHT-OF-WAY
E
G EXISTING GAS MAIN
X EXISTING FENCE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
PROPOSED AREA OUTLET
S PROPOSED SANITARY SEWER
PROPOSED SIGN
> > PROPOSED C.L. SWALE
PROPOSED STORM SEWER
W PROPOSED WATER MAIN
PROPOSED FIRE HYDRANT
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
5537.30 FL
2% PROPOSED SLOPE
PROPOSED FLOWLINE ELEVATION
PROPOSED STREET LIGHT
EXISTING VEGETATION
PROPOSED PHASING LINE
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
EXISTING ASPHALT
PAVEMENT
PROPOSED ROADWAY STRIPING
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED DRAINAGE FLOW ARROW
COM EXISTING COMMUNICATION LINE
PROPOSED CLEANOUT
HIGH POINT
LOW POINT
HP
LP
FG FINISH GRADE
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
Line Over Text
12/27/17
15-94
SS
SS
S S
S S S S
W W W W W W
W
W W
W
S S
S
S S S S S S
W W
W
W W W
W
W W W
W
W W
S
S
S
S
S
EXIST. METAL SHED
TO REMAIN
EXIST. METAL SHED
TO REMAIN
EXIST. BUS STOP SHELTER ,
PAD, & 57.2 LF SIDEWALK TO
EXIST. CURB & GUTTER BE REMOVED
TO BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
±178.7'
EXIST. ASPHALT TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. CURB, GUTTER,
& ADA RAMPS TO BE
REMOVED
EXIST. SHRUBS TO
BE REMOVED
EXIST. BUSHES &
TREES TO BE
REMOVED
EXIST. INLET TO
BE REMOVED
/)2)(;,67&85%
GUTTER & SIDEWALK TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. HYDRANT TO
BE RELOCATED
EXIST. SAN SEWER
SERVICE LINE TO BE
ABANDONED IN PLACE
EXIST. WATER
METER TO BE
RECYCLED
EXIST. CONC. TO BE
REMOVED
EXIST. ASPHALT TO
BE REMOVED
EXIST. ASPHALT TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. ELEC.
TRANSFORMER TO
REMAIN
EXIST. ROADWAY
STRIPING TO BE
ERADICATED
EXIST. CONC. TO BE
REMOVED
EXIST. "STOP HERE ON RED"
SIGN TO BE RELOCATED
EXIST. STREET LIGHT
WITH "40 MPH" SIGN TO
BE RELOCATED
EXIST. PEDESTRIAN
CROSSING AHEAD SIGN
TO REMAIN EXIST. STREET LIGHT WITH
"RIAL ROAD CROSSING"
SIGN TO REMAIN
EXIST. BUS STOP SIGN
TO BE RELOCATED
EXIST. TREES &
SHRUBS TO REMAIN
EXIST. DRAINAGE PAN &
SIDEWALK CHASE TO REMAIN
EXIST. TREE TO REMAIN
EXIST. AREA LIGHT
EXIST. TREES TO BE REMOVED
TO REMAIN
EXIST. AREA LIGHTS
TO BE REMOVED
57.2'
EXIST. BIKE LANE
STRIPE TO REMAIN
EXIST. STOP BAR
TO REMAIN
PROPERTY
LINE
R.O.W.
R.O.W.
PROPERTY
LINE
EXIST. CHAIN-LINK
FENCE TO REMAIN
EXIST. WOOD
FENCE TO REMAIN
EXIST. CHAIN-LINK
FENCE TO BE
REMOVED
EX. CONC. PAN TO
BE REMOVED
EXIST. CONC. PAN AND
ADA RAMPS TO BE
REMOVED
± 91 LF EXIST. CONC.
SIDEWALK TO BE REMOVED
EXIST. GRAVEL
DRIVEWAY / PARKING
100'
BNSF RAIL-ROAD R.O.W.
Feet
0 30 60
FORT COLLINS JEEP
DEMOLITION PLAN
TWD 11/20/2017 1" = 30'
JLC 16-018
C-4
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
PROPERTY LINE
EXISTING LOT/TRACT LINE
LEGEND:
S
W
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING RIGHT-OF-WAY
E
G EXISTING GAS MAIN
X EXISTING FENCE
5530 EXISTING CONTOUR
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
EXISTING ASPHALT
PAVEMENT
COM EXISTING COMMUNICATION LINE
12/27/17
Line Over Text
15-94
CURB & GUTTER
12' 60'
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
VICINITY MAP
NOT TO SCALE
OWNER/DEVELOPER:
COMMERCIAL BUILDING SERVICES
7561 S. GRANT STREET, SUITE A-4
LITTLETON, COLORADO 80122
PHONE: (303) 730-3001
CONTACT: STEVE MOORE
ENGINEER / PLAN PREPARER:
PARAGON ENGINEERING CONSULTANTS, INC.
7852 S. ELATI STREET, SUITE 106
LITTLETON, COLORADO 80120
PHONE: (303) 794-8604 FAX: (303) 795-3072
CONTACT: TROY DENNING, P.E.
CONTACTS:
CIVIL ENGINEER'S STATEMENT
I, TROY W. DENNING, BEING A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO,
HEREBY ATTEST THAT ALL GRADING, UTILITY AND DRAINAGE IMPROVEMENTS IDENTIFIED ON THESE
UTILITY PLANS HAVE BEEN DESIGNATED AND ENGINEERED IN CONFORMANCE WITH ALL CITY OF FORT
COLLINS PUBLIC WORKS CONSTRUCTION STANDARDS.
. .
TROY W. DENNING P.E. 34200 DATE
PARAGON ENGINEERING CONSULTANTS, INC.
SITE
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST ONE-QUARTER AND CONSIDERING THE SOUTH LINE OF
SAID SOUTHEAST ONE-QUARTER TO BEAR N89°53'00”W;
THENCE N89°53'00”W, ALONG SAID SOUTH LINE, A DISTANCE OF 967.13 FEET; THENCE N1°05'37”E A DISTANCE OF 50.00
FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG THE EASTERLY LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20120033213 OF THE
RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER, THE FOLLOWING SEVEN (7) COURSES:
1. N1°05'37”E A DISTANCE OF 224.10 FEET;
2. N89°58'15”W A DISTANCE OF 5.00 FEET;
3. N1°05'37”E A DISTANCE OF 81.29 FEET;
4. N88°54'23”W A DISTANCE OF 5.00 FEET TO A POINT OF NON-TANGENT CURVE;
5. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 28°33'29”, A RADIUS
OF 150.50 FEET, AN ARC LENGTH OF 75.01 FEET AND A CHORD BEARING AND DISTANCE OF N12°44'40”W, 74.24 FEET TO
A POINT OF REVERSE CURVE;
6. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 20°00'08”, A RADIUS
OF 99.50 FEET, AN ARC LENGTH OF 34.74 FEET AND A CHORD BEARING AND DISTANCE OF N17°01'11”W, 34.56 FEET;
7. N1°05'37”E A DISTANCE OF 70.00 FEET TO THE SOUTH LINE OF LOT 1, PEDERSON AUTO PLAZA SUBDIVISION;
THENCE S89°48'40”E, ALONG SAID SOUTH LINE, A DISTANCE OF 435.54 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF
SOUTH MASON STREET;
THENCE S1°03'05”W, ALONG SAID WESTERLY LINE, A DISTANCE OF 462.10 FEET TO THE NORTHWESTERLY LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100010805 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER;
THENCE S43°16'52”W, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 20.21 FEET TO THE NORTH LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100015829 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER AND SAID NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG SAID LINE THE FOLLOWING THREE (3) COURSES:
1. N89°53'01”W A DISTANCE OF 280.33 FEET;
2. S73°53'58”W A DISTANCE OF 12.50 FEET;
3. N89°53'00”W A DISTANCE OF 91.54 FEET TO THE POINT OF BEGINNING.
CONTAINING 195,092 SQUARE FEET OR 4.479 ACRES OF LAND, MORE OR LESS.
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #15.94, AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH
SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
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 DESIGNS, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW
DOES NOT IMPLY RESPONSIBILITY BE THE REVIEWING DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE
THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS
ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES
OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
EXISTING UTILITIES SHOWN ON THESE IMPROVEMENT PLANS ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED
FROM FIELD SURVEYS AND UTILITY RECORDS. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITY COMPANIES
TO HAVE ALL UTILITIES FIELD LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY
PRECAUTIONS TO PROTECT ALL EXISTING UTILITIES ENCOUNTERED, AND SHALL BE RESPONSIBLE FOR THE IMMEDIATE
REPAIR OF ALL UTILITIES DAMAGED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. IT SHALL BE
THE CONTRACTOR'S FULL RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL EXISTING STRUCTURES AND UTILITIES
SHOWN ON THESE IMPROVEMENT PLANS, TO ASCERTAIN WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO
REPAIR OR REPLACE ANY STRUCTURES AND UTILITIES THAT MIGHT BE DAMAGED. IF ANY UNKNOWN SUBSURFACE
STRUCTURES OR UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE CIVIL ENGINEER WHOSE NAME APPEARS ON THESE PLANS.
FORT COLLINS JEEP
COVER SHEET
TWD 03/15/2017 N/A
JLC 16-018
C-1
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
D SUBMITTED TO FTC 11/16/17
EXISTING UTILITIES DISCLAIMER :
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
SHEET INDEX
Sheet Number Sheet Title
C-1 COVER SHEET
C-2 CONSTRUCTION NOTES
C-3 CONSTRUCTION NOTES
C-4 DEMOLITION PLAN
C-5 GRADING PLAN
C-6 EROSION CONTROL PLAN
C-7 OVERALL UTILITY PLAN
C-8 MASON STREET WIDENING PLAN
C-9.1 MASON STREET CROSS SECTIONS
C-9.2 MASON STREET CROSS SECTIONS
C-10 BUS STOP PLAN
C-11 ROADWAY SIGNAGE & STRIPING PLAN
C-12 FIRE LANE SIGNAGE & STRIPING PLAN
C-13 DETAILS
C-14 DETAILS
C-15 DETAILS
C-16 DETAILS
C-17 DETAILS
C-18 DETAILS
C-19 DRAINAGE PLAN
FORT COLLINS JEEP
UTILITY PLANS FOR
LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OCTOBER, 2017
15-94
12/27/17