HomeMy WebLinkAboutSite Certifications - 01/24/2019#$/15 Page 1
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Registry Ridge 7th Filing Phase 3
12/21/2018
N/A - Residential Subdivision
N/A
N/A
N/A
N/A
N/A
N/A
Accepted 1/24/2019 WL
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9+50 10+00 11+00
INLET 5-1
15" NYLOPLAST BASIN
(OR APPROVED EQUAL)
STA: 10+46.32 43.87
EX MH 5
STA: 10+00.00 9+95.41
N = 1422205.78 09.64
E = 3112650.81 53.41
46.32 48.47 LF
10" HDPE @ 0.50% 0.95%
KIT
T
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H
A
W
K
C
O
U
R
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(P
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E
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I
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R
P
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S
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D
R
I
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BLOCK 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 1
50
7
9
50
8
0
50
8
1
50
7
8
5077
5078
50
7
6
STORM LINE 5 PROFILE
5060
5065
5070
5075
5080
5085
5090
5060
5065
5070
5075
5080
5085
5090
9+50 10+00 10+50 11+00
46.32 48.47 LF
10" HDPE @ 0.50% 0.95%
EX
M
H
5
ST
A
.
1
0
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0
0
.
0
0
9+
9
5
.
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1
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7
6
.
4
5
76
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0
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.
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5
0
7
3
.
0
7
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W
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72
.
7
8
IN
V
.
O
U
T
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5
0
7
1
.
3
0
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71
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3
4
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L
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5
-
1
IN
V
.
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0
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3
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3
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.
2
4
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0
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4
6
.
3
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43
.
8
7
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5
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PR
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P
.
8
"
S
A
N
I
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A
R
Y
EXISTING
GROUND
PROPOSED
GRADE
100-YR HGL
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
11+50
9+50 10+00
11+00
EX MH 6
STA: 10+00.00
N = 1422196.06
E = 3113034.80
INLET 6-1
5' TYPE R
STA: 11+28.76
TBC EL = 5076.55 76.66
N = 1422321.64
E = 3113031.49
TBC EL = 5076.66 76.56
N = 1422327.97
E = 3113031.49
128.76 LF 12" HDPE @ 0.75% 1.36%
SA
I
P
A
N
C
O
U
R
T
(P
R
I
V
A
T
E
D
R
I
V
E
)
BLOCK 1BLOCK 2
LOT 3LOT 4
LOT 5
LOT 6
TRACT A
LOT 1LOT 2
LOT 3
LOT 4
EXISTING 30" STORM
SOUTH SHIELDS STREET
5074
5078
50
7
9
5073
5076
5' DRAINAGE
EASEMENT
STORM LINE 6 PROFILE
5060
5065
5070
5075
5080
5085
5090
5060
5065
5070
5075
5080
5085
5090
9+50 10+00 10+50 11+00 11+5011+50
EXISTING
GROUND
PROPOSED
GRADE
IN
L
E
T
6
-
1
IN
V
.
O
U
T
=
5
0
7
2
.
2
7
(
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50
7
3
.
0
6
ST
A
:
1
1
+
2
8
.
7
6
EX
M
H
6
ST
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.
1
0
+
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0
.
0
0
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M
=
5
0
7
4
.
0
2
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V
.
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N
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5
0
7
1
.
3
1
(
N
)
IN
V
.
O
U
T
=
5
0
7
0
.
0
0
(
S
)
128.76 LF 12" HDPE @ 0
.
7
5
%
1.36%
100-YR HGL
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
EXISTING
30" RCP @ 0.20%
PR
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P
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D
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U14012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PR
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02.15.18
12
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C501
3'
30'
NORT
H
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3.ALL STORM SEWER CONSTRUCTION SHALL SHALL BE PER THE CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS, LATEST EDITION.
4.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES. DESIGN LENGTH OF THE PIPE INCLUDES THE LAYING
LENGTH OF FLARED END SECTIONS.
5.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS REINFORCED
CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS OTHERWISE NOTED.
STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH DENSITY
POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12 OR APPROVED
EQUAL.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES UNLESS
OTHERWISE DIRECTED IN THE DRAWINGS.
7.SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM FLARED END
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
S.
S
H
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BON HOMME RICHARD DRIVE
EN
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R
P
R
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E
D
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NI
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TRUXUN DRIVE
VINSON STREET
KEYMAP
0 30'60'
SCALE: 1" = 30'
15'
NORTH
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
3
NK
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DR
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3
3
3
3
3
3
3
3 3 3
3
TRACT C
REGISTRY RIDGE P.U.D.
SECOND FILING
CONDOMINIUM MAP NO. 1
REC. NO. 2001034799
OWNER: CASTLE ROCK BANK
REC. NO. 20120033163
26' ACCESS, EMERGENCY
ACCESS, UTILITY&
DRAINAGE EASEMENT
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
53' ROW
68' ROW
30' EXCLUSIVE
SFCSD SEWER
EASEMENT
NIM
I
T
Z
D
R
I
V
E
BON HOMME RICHARD DRIVE
EN
T
E
R
P
R
I
S
E
D
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I
V
E
SO
U
T
H
S
H
E
I
L
D
S
S
T
R
E
E
T
PERMEABLE PAVERS
6" UNDER DRAIN
18" STORM DRAIN
CURB CUT
& SIDEWALK CHASE
CURB CUT
& SIDEWALK CHASE
POND OVERFLOW STRUCTURE
24" STORM DRAIN
CITY HIGH RISK FLOODWAY
2' SIDEWALK CHASE
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 1
LOT 4 LOT 5
LOT 6 LOT 7
LOT 8
LOT 9 LOT 10
LOT 11
LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 4
LOT 3
LOT 2
LOT 1
LOT 4
LOT 3LOT 2
LOT 1
TRACT C
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 8LOT 7LOT 6
LOT 5
LOT 4LOT 3LOT 2LOT 1
TRACT D
LOT 10LOT 9LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
5076
5076
50
7
6
5073
5074
5075
50
7
5
75.
4
8
75.
7
8
76.
0
2
76.
2
5
74.
8
0
75.
7
8
75.
8
1
74.
7
2
77.
4
1
74.
9
175.
0
2
75.
3
8
75.
4
6
75.
8
1
76.
0
4
76.
2
7
76.
2
5
77.
3
4
78.
7
8
78.
5
6
78.
3
3
78.
1
1
77.
8
8
77.
6
6
79.
7
2
77.
7
4
75.
0
3
75.
3
0 75.
5
6
75.
8
0
76.
0
6
76.
3
0
76.
3
9
74.
4
4
74.
0
1
73.
6
3
73.
2
6
72.
8
8
72.
5
2
72.
1
6
70.
7
4
74.
7
4
69.
7
1
68.
7
2
68.
2
0
73.
0
2
73.
5
9
71.
8
3
74.
1
6
73.97
66.
9
2
66.13
67.
5
3
67.
5
9
73.81
65.24
67.43
73.23
72.64
65.83
65.
3
3
65.
3
6
72.1
5
71.
7
3
66.
4
3
67.
6
3
71.
6
7
71.
9
1
72.
1
7
66.
3
6
65.
5
2
65.
6
4
64.55
63.43
72.82
72.4
2
64.65
73.45
74.15
65.
6
3
66.
5
9
74.
8
2
75.
1
4
69.
9
8
74.
8
5
71.
9
0
73.
4
6
75.
4
7
72.
6
4
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0
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6
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4
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6
2
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2
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9
6
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3
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1
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7
4
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9
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2
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3
0
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2
4
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0
1
75.
8
0
75.
5
8
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3
5
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1
4
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9
3
74.
7
2
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3
0
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6
5
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9
9
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3
4
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6
8
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3
7
76.
0
5
75.
7
4
75.
4
2
77.
3
4
506
5
5070
506
4
5066
5067
5068
5069
5071
5072
50
7
3
50
7
4
5065
5064
506
6
506
7
506
8
5071
5072
507
3 5073
NI
M
I
T
Z
D
R
I
V
E
HORNET DRIVE
CABOT COURT
POROUS
LANDSCAPE
DETENTION
EN
T
E
R
P
R
I
S
E
D
R
.
KITTY HAWK COURT
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE)CABOT COURT (PRIVATE DRIVE)5072
5071
5073
50
7
1
507
2
5073
507
2
5073
5074
5075
5076
5076
50
7
6
507
7
50
7
7
5077
5078507
9
5078
507
9
5077
50
7
6
5065
5068
5069
5065
50
6
8
73.
6
3
69.
0
4
68.
3
3
74.
2
0
74.
7
7
68.21
74.
6
3
74.
6
5
67.54
74.34
74.26
73.60
67.74
73.17
67.19
66.60
72.68
72.43
67.36
72.37
68.75
72.43
67.57 66.69
72.70
65.46
73.06 64.14
73.45
74.09
66.50
74.78
75.
4
2
67.
6
7
75.
6
9
75.
3
0
73.
4
5
75.
7
4
75.
7
4
76.
3
7
75.
7
4
76.
3
7
76.
3
4
76.
3
4
76.
3
4
76.
3
7
75.
6
5
75.
6
5
75.
6
5
76.
4
4
75.
9
475.
4
2
75.
1
0
75.
7
0
76.
2
5
72.
5
1
76.
1
1
76.
5
7
75.
6
8
75.
2
0
75.
2
0
76.
8
8
75.
6
8
76.
4
1
76.
1
4
76.
1
1
76.
5
7
77.
3
3
77.
7
8
76.
6
6
77.
3
4
78.
4
7
78.
1
3
78.
6
6
78.
4
7
75.
8
4
76.
1
4
76.
6
6
75.
6
5
75.
8
0
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
RE-ESTABLISH WORK AREA
WITH DRY LAND SEED MIX
(SEE LANDSCAPE PLANS)
POROUS
LANDSCAPE
DETENTION
LENGTH ~ 40'
CREST LENGTH ~ 22'
DEPTH - 1.5'
LENGTH ~ 40'
CREST LENGTH ~ 25'
DEPTH - 1.5'
30' EXCLUSIVE
SFCSD SEWER
EASEMENT
76.
5
8
77.
0
5
77.
0
3
75.
9
9
71.
9
0
74.
8
1
76.
0
4
75.
2
1
71.
5
0
66.
8
9
74.74
73.84
64.46
63.79
64.44
73.41
67.04
74.08
68.8870.49
73.8974.16
69.79
67.62
74.13
74.23
68.80
68.26
73.66
67.24
73.25
63.
9
6
64.1
3
66.
7
8
65.
6
1
66.94
65.58
73.53
72.
8
9
73.
6
8
70.
3
7
73.
8
7
67.
0
0
72.
0
5
64.65
66.88
69.60
73.65
76.
0
7
74.
6
7
75.
1
3
75.
9
9
75.
2
374.
8
9
74.
4
7
68.0368.97 65.74
69.31
74.
2
4
66.40 67.34
68.
0
2
74.
6
4
71.
2
2
73.
1
3
PR
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JOB NUMBER
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U14012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PR
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.
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02.15.18
12
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C601
N/A
40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2.VEGETATIVE SWALES, PERMEABLE PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY RIDGE SEVENTH FILING.
3.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE, EDGE OF WALK, OR LOT
CORNER UNLESS OTHERWISE NOTED.
4.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
5.REFER TO SHEETS C602-C603 FOR DETAILED GRADING PLANS.
6.REFER TO SHEETS C702-C703 FOR INTERSECTION GRADING PLANS.
7.TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN
GREEN ERONET S75 OR APPROVED EQUAL. PERMANENT REINFORCEMENT
MAT (TRM) SHALL BE NORTH AMERICAN GREEN VMAX SC250 OR APPROVED
EQUAL.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
CONCRETE
WASHOUT AREA -
FINAL LOCATION
TO BE DETERMINED
BY CONTRACTOR
SURFACE ROUGHENING
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
EROSION CONTROL
BLANKET (SEE NOTE 7)
POROUS LANDSCAPE
DETENTION
ROCK SOCK
S.
S
H
I
E
L
D
S
S
T
R
E
E
T
BON HOMME RICHARD DRIVE
EN
T
E
R
P
R
I
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D
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V
E
NI
M
I
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Z
D
R
I
V
E
TRUXUN DRIVE
VINSON STREET
KEYMAP
CONSTRUCTION
FENCE
TEMPORARY
SEDIMENT BASIN
TURF REINFORCEMENT
MAT (SEE NOTE 7)
CHECK DAM
EROSION CONTROL SEQUENCING
EROSION CONTROL NOTES
0 40'80'
SCALE: 1" = 40'
20'
NO
R
T
H
1.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2.REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED
TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY
INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
9.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
PROJECT:REGISTRY RIDGE SEVENTH FILING
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
CURB INLET PROTECTION (RS)
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER
1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE
OF CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMP'S.
MOBILIZATIONDEMOLITIONUTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL
LANDSCAPING
& STABILIZATION
PHASE OF
CONSTRUCTION
INGREDIENT % AVAILABLE BY
WEIGHT
APPLICATION RATE IN
LBS/ACRE
3
KR
B
8/
1
5
/
1
8
TR
A
I
L
R
E
V
I
S
I
O
N
S
3
5
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
5
5
5
5
5
5
5
12
/
2
0
/
1
8
PH
3
D
R
A
I
N
A
G
E
C
E
R
T
I
F
I
C
A
T
I
O
N
5
NK
S
STA: 10+63.29 (15.00', R)
EL=75.67
9+
0
0
10
+
0
0
11
+
0
0
LOT 3
LOT 4
LOT 7 LOT 8
LOT 2LOT 1
STA: 10+48.09 (0.00', )
EL=76.22
STA: 10+88.12 (0.00', )
EL=75.58
STA: 10+63.33 (15.00', L)
EL=75.60
FL LEFT
STA: 10+42.29 (26.46', L)
EL=75.96
FL LEFT
STA: 10+88.12 (15.00', L)
EL=75.19
FL LEFT
STA: 10+64.20 (26.50', L)
EL=76.24
STA: 10+68.74 (26.50', L)
EL=76.09
STA: 10+53.06 (31.26', L)
EL=76.59
STA: 10+50.77 (33.78', L)
EL=76.69
STA: 10+37.82 (48.05', L)
EL=76.55
STA: 10+49.40 (35.56', R)
EL=76.74 76.37
STA: 10+53.74 (31.00', R)
EL=76.57 76.16
STA: 10+64.24 (26.50', R)
EL=76.24
STA: 10+68.74 (26.50', R)
EL=76.18
STA: 10+37.76 (47.80', R)
EL=76.69
STA: 10+25.35 (51.35', L)
EL=75.84
STA: 10+24.94 (61.52', L)
EL=75.79
STA: 10+24.96 (67.13', L)
EL=75.76
STA: 10+34.14 (69.55', L)
EL=76.29
STA: 10+34.09 (61.48', L)
EL=76.28
STA: 10+34.08 (57.17', L)
EL=76.31
STA: 10+33.69 (72.42', R)
EL=76.37
STA: 10+24.70 (67.51', R)
EL=75.85
STA: 10+33.74 (61.35', R)
EL=76.39
STA: 10+33.78 (57.07', R)
EL=76.45
STA: 10+24.83 (54.88', R)
EL=75.93
STA: 10+24.76 (61.37', R)
EL=75.89
1.
6
%
1.
7
%
2.
0
%
2.0%2.0%
1.4
%
1.4
%
BON HOMME
RICHARD DRIVE
NI
M
I
T
Z
D
R
I
V
E
(S
E
E
S
H
E
E
T
S
C
7
0
0
&
C
7
0
1
)
NI
M
I
T
Z
D
R
I
V
E
STA: 9+74.62 (51.39', L)
EL=75.72 STA: 9+75.16 (61.69', L)
EL=75.70
STA: 9+71.02 (61.71', L)
EL=76.04
STA: 9+66.13 (61.72', L)
EL=76.14
STA: 9+62.30 (45.07', L)
EL=76.61
STA: 9+50.95 (32.34', L)
EL=76.72
STA: 9+47.43 (19.47', L)
EL=76.07
STA: 9+32.89 (27.35', L)
EL=76.68
STA: 9+29.01 (26.86', L)
EL=76.71
STA: 9+13.45 (23.45', L)
EL=76.91
STA: 9+13.45 (18.41', L)
EL=76.45
STA: 9+37.70 (22.34', L)
EL=76.54
STA: 10+00.00 (0.00', )
EL=76.05
FL RIGHT
76.45
76.58
76.36
76.33
STA: 10+88.12 (15.00', R)
EL=75.19
75.6
6
19
+
7
5
18
+
0
0
19
+
0
0
LOT 11 LOT 12
LOT 10
LOT 9
LOT 10LOT 9
BON HOMME
RICHARD DRIVE
EN
T
E
R
P
R
I
S
E
D
R
I
V
E
(S
E
E
S
H
E
E
T
S
C
7
0
0
&
C
7
0
1
)
EN
T
E
R
P
R
I
S
E
DR
I
V
E
STA: 18+78.28 (47.94', L)
EL=73.89
STA: 18+69.15 (55.96', L)
EL=74.65 74.41
STA: 18+69.11 (45.96', L)
EL=74.34
STA: 18+69.09 (41.44', L)
EL=74.31
STA: 18+78.24 (39.88', L)
EL=73.84
FL LEFT
STA: 18+76.07 (14.93', L)
EL=73.65
STA: 18+63.74 (30.01', L)
EL=74.49
STA: 18+53.25 (26.50', L)
EL=74.35
STA: 18+53.24 (15.00', L)
EL=73.77
FL LEFT
STA: 18+48.75 (15.00', L)
EL=73.82
FL LEFT
STA: 18+48.75 (26.50', L)
EL=74.37
STA: 18+26.53 (15.00', L)
EL=74.06
FL LEFT
STA: 18+26.53 (0.00', )
EL=74.45
STA: 18+35.31 (0.00', )
EL=74.06
FL RIGHT
STA: 18+57.28 (0.00', )
EL=73.69
FL RIGHT
STA: 18+48.50 (26.50', R)
EL=74.27
STA: 18+53.00 (26.50', R)
EL=74.19
STA: 18+61.86 (0.00', )
EL=73.61
FL RIGHT
STA: 18+64.05 (30.56', R)
EL=74.15
STA: 19+01.17 (0.00', )
EL=73.34
FL RIGHT STA: 18+77.96 (47.81', R)
EL=73.28
STA: 18+75.98 (15.07', R)
EL=73.48
STA: 18+68.78 (41.34', R)
EL=73.81
STA: 18+68.77 (45.79', R)
EL=73.78
STA: 18+68.63 (55.79', R)
EL=73.94
2.0%2.0%
1.
1
%
1.
7
%
1.
7
%
1.
1
%
0.
6
%
0.
5
%
0.7%0.6%0.6%
STA: 19+27.89 (46.05', L)
EL=73.84
STA: 19+27.86 (42.07', L)
EL=73.81
STA: 19+33.02 (46.10', L)
EL=74.24
STA: 19+47.52 (28.38', L)
EL=74.59 74.23
STA: 19+47.76 (21.94', L)
EL=74.05
STA: 19+54.01 (21.91', L)
EL=74.13
STA: 19+55.35 (33.03', L)
EL=74.84 74.56
STA: 19+28.67 (22.03', L)
EL=73.65
STA: 19+28.68 (20.14', L)
EL=73.64
STA: 19+28.77 (19.79', R)
EL=73.35
STA: 19+28.78 (21.92', R)
EL=73.34
STA: 19+27.59 (40.59', R)
EL=73.24
STA: 19+27.54 (47.91', R)
EL=73.20
STA: 19+32.50 (45.92', R)
EL=73.62
STA: 19+37.32 (45.96', R)
EL=73.72
STA: 19+55.34 (30.97', R)
EL=74.50
STA: 19+52.02 (26.49', R)
EL=74.34
STA: 19+54.02 (21.87', R)
EL=74.00
STA: 19+47.56 (21.87', R)
EL=73.87
0.8%0.5%
2.
1
%
2.
8
%
1.
3
%
2.
0
%
45.50'
STA: 18+76.02 (0.00', )
EL=73.57
0.7
%0.2
%
73.82
73.8
3
73.8
6
17
+
0
0
18
+
0
0
LOT 9
LOT 8
LOT 7
LOT 8LOT 7
LOT 10LOT 9LOT 8
EN
T
E
R
P
R
I
S
E
D
R
I
V
E
(S
E
E
S
H
E
E
T
S
C
7
0
0
&
C
7
0
1
)
STA: 17+58.20 (15.00', L)
EL=74.49
FL LEFT
STA: 17+57.81 (22.00', L)
EL=74.96
STA: 17+57.54 (26.50', L)
EL=75.05
STA: 17+36.04 (15.00', L)
EL=74.30
FL LEFT
STA: 17+35.22 (26.50', L)
EL=74.85
STA: 17+32.11 (38.99', L)
EL=74.65
STA: 17+31.12 (42.50', L)
EL=74.68
STA: 17+26.33 (27.00', L)
EL=74.39
STA: 17+23.91 (27.30', L)
EL=74.35
STA: 17+24.68 (15.00', L)
EL=74.10
FL LEFT
STA: 17+26.88 (15.00', L)
EL=74.15
FL LEFT
CABOT COURT
(PRIVATE DRIVE)3' TRANSITION FROM FLUSH TO
ROLLOVER CURB & GUTTER
2' CURB CUT
2' CURB CUT
11
+
0
0
12
+
0
0
NI
M
I
T
Z
D
R
I
V
E
(S
E
E
S
H
E
E
T
S
C
7
0
0
&
C
7
0
1
)
LOT 4
LOT 7 LOT 8
LOT 1
LOT 2LOT 1
CABOT COURT
(PRIVATE DRIVE)
STA: 11+05.61 (0.00', )
EL=74.31
FL RIGHT
STA: 11+43.15 (22.02', R)
EL=74.84
STA: 11+37.34 (26.50', R)
EL=75.01
STA: 11+43.43 (26.50', R)
EL=74.92
STA: 11+42.72 (35.49', R)
EL=74.83
STA: 11+44.73 (15.00', L)
EL=74.30
FL LEFT
STA: 11+45.69 (21.97', L)
EL=74.80
STA: 11+45.99 (26.50', L)
EL=74.89
STA: 11+62.92 (36.56', R)
EL=74.43
STA: 11+64.30 (26.55', R)
EL=74.65 75.03
STA: 11+66.24 (22.00', R)
EL=74.54
STA: 11+31.80 (0.00', )
EL=74.01
FL RIGHT
STA: 11+69.49 (26.50', R)
EL=74.58 74.91
STA: 11+74.78 (26.50', R)
EL=74.52 74.91
STA: 11+66.89 (15.00', L)
EL=74.02
FL LEFT
STA: 11+76.03 (15.00', L)
EL=73.91
FL LEFT
STA: 11+78.23 (15.00', L)
EL=73.89
FL LEFT
STA: 11+76.60 (27.00', L)
EL=74.15 FL
STA: 11+71.82 (42.54', L)
EL=74.44
STA: 11+70.83 (39.03', L)
EL=74.46
STA: 11+68.38 (22.00', L)
EL=74.52
STA: 11+79.02 (27.29', L)
EL=74.13 FL
STA: 11+46.63 (43.86', L)
EL=75.06
3' TRANSITION FROM FLUSH TO
ROLLOVER CURB & GUTTER
3' TRANSITION FROM
FLUSH TO ROLLOVER
CURB & GUTTER
STA: 11+67.68 (37.57', R)
EL=74.92
2' CURB CUT2' CURB CUT
74.3
8
PR
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P
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D
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JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
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U14012
1" =
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HORIZONTAL:
SCALE
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PR
O
J
.
M
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DR
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34
02.15.18
LEGEND
NOTES
1.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE
OR EDGE OF WALK UNLESS OTHERWISE
NOTED.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
S.
S
H
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L
D
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S
T
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BON HOMME RICHARD DRIVE
EN
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P
R
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E
D
R
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NI
M
I
T
Z
D
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I
V
E
TRUXUN DRIVE
VINSON STREET
KEYMAP
OUTFALL CURB &
GUTTER
CURB TRANSITION
SIDEWALK CHASE
0 20'40'
SCALE: 1" = 20'
10'
NO
R
T
H
12
/
2
0
/
2
0
1
8
9:
4
5
:
0
2
A
M
KR
B
SD
R
C7
0
1
_
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1
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0
1
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C702
N/A
20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
NIMITZ DRIVE / BON HOMME RICHARD DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
NIMITZ DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
NIMITZ DRIVE / CABOT DRIVE (PRIVATE DRIVE)
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
NIMITZ DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
ENTERPRISE DRIVE / BON HOMME RICHARD DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
ENTERPRISE DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
ENTERPRISE DRIVE / CABOT DRIVE (PRIVATE DRIVE)
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
ENTERPRISE DRIVE ALIGNMENT UNLESS OTHERWISE NOTED
4
CD
B
11
/
1
5
/
1
8
UT
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5
5 5 RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
5
5
NK
S
5
12
/
2
0
/
1
8
PH
3
D
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BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
LOT 3LOT 4LOT 5LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT BLOT 1
LOT 2
LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
(PRIVATE DRIVE)
KITTY HAWK COURT
78.
9
7
79.
4
1
H
P
79.
3
0
79.
1
2
79.
7
3
H
P
79.
3
4
79.
0
5
78.
5
9
78.
3
8
78.
0
1
77.
8
6
79.
1
9
79.
5
9
H
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79.
4
1
78.
9
8
79.
0
4
78.
8
7
77.
4
9
78
.
1
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77.
0
377.
0
0
76.
5
9
77.
2
0
H
P
76.
8
8
76.
4
3
76.
2
5
76.
3
4
75.
8
6
74.
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74.
7
3
H
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74.22 EX.
74.
5
8
F
L
75.
0
2
75.
9
2
76.
1
1
76.
6
5
76.
8
2
77.
0
3
77.
2
5
0.6%0.7%
1.
6
%
1.
4
%
1.
5
%
0.3%
2.
0
%
0.7%
1.0%
0.6
%
0.9
%
0.9%
1.5
%1.5
%
1.
6
%
1.
8
%
1.6%
2.7
%
1.
8
%
1.
8
%
2.
7
%
1.
8
%
2.
8
%
0.4%0.4%0.5%0.7%0.5%2.2%
EN
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DR
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PHASE 12 OF MAP 8
LIBERTY AT REGISTRY RIDGE
CONDOMINIUM COMMUNITY
REC. NO. 20140038757
PHASE 11 OF MAP 9
LIBERTY AT REGISTRY RIDGE
CONDOMINIUM COMMUNITY
REC. NO. 20140053713
9-22-2014
3' TRANSITION FROM
FLUSH TO VERTICAL
INFLOW CURB & GUTTER
END RIBBON CURB
AND BEGIN VERTICAL
CURB & GUTTER
END VERTICAL OUTFALL
CURB & GUTTER AND
BEGIN RIBBON CURB
END ROLLOVER CURB & GUTTER
BEGIN VERTICAL OUTFALL
CURB & GUTTER
2' CURB CUT
2' CURB CUT
TRANSITION FROM ROLLOVER
CURB & GUTTER TO VERTICAL
OUTFALL CURB & GUTTER
GRADES MATCH EXISTING
PAVEMENT GRADES
74.
4
4
74.
8
0
74.
7
275.
3
0
74.
5
6
75.
5
1
75.03
GR
A
D
E
B
R
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A
K
2.
0
%
0.6
%
2.4%
TYPE III DRIVEWAY
2' CURB CUT
2' CURB CUT
EXISTING INLET
75.
1
1
H
P
74.
8
5
L
P
75.
2
8
76.
4
1
78.
6
1
1.
0
%
79.
3
0
79.
3
7
79.
3
1
1.5%79.
6
8
H
P
79.
5
4
79.
2
7
79.
5
2
BLOCK 2
LOT 3
LOT 4
LOT 1
LOT 2
(PRIVATE DRIVE)
SAIPAN COURT
75.
6
2
75.69
75.
7
4
75.
9
6
76.
5
4
76.
5
0
76.
3
5
H
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76.3
4
75.
8
4
F
L
EN
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R
P
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DR
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PARK AA
LIBERTY AT REGISTRY RIDGE
76.
0
9
L
P
76.
6
8
75.
8
5
F
L
2' CURB CUT
2' CURB CUT
2.
7
%
GR
A
D
E
B
R
E
A
K
1.0%
0.9
%
TYPE I DRIVEWAY
76.
4
1
75.
9
0
76.
2
4
76.
7
0
76.
1
6
76.
8
3
76.
2
9
76.
8
2
76.
8
8
LOT 2LOT 1
TRACT CCABOT COURT
(PRIVATE DRIVE)
72.
7
8
72.
2
0
70.
7
9
70.
3
7
69.
0
9
69.
4
0
71.
0
1
71.
1
5
71.
2
8
71.
8
6
1.4%
2.
6
%
2.
9
%
2.8
%
0.7%0.6%
3.4
%
1.0%
2.
4
%
2.0%
END RIBBON CURB
BEGIN ROLLOVER
CURB & GUTTER
71.
6
7
72.7
7
72.2
3
PR
E
P
A
R
E
D
F
O
R
:
JOB NUMBER
SHEET NUMBER
SHEETSOF
DA
T
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S
U
B
M
I
T
T
E
D
:
Th
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p
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.
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DA
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CAUTION
RE
V
I
S
I
O
N
S
:
BQ
,
L
L
C
.
9/
1
5
/
2
0
1
5
U14012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PR
O
J
.
M
G
R
:
DR
A
W
I
N
G
N
A
M
E
:
PA
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:
DE
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G
34
02.15.18
0 20'40'
SCALE: 1" = 20'
10'
NO
R
T
H
12
/
2
0
/
2
0
1
8
9:
4
5
:
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2
A
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C
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\
P
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3
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
C703
N/A
20'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CABOT COURT (PRIVATE DRIVE)
INTERSECTION DETAIL
KITTY HAWK COURT (PRIVATE DRIVE)
INTERSECTION DETAIL
SAIPAN COURT (PRIVATE DRIVE) / ENTERPRISE DRIVE
INTERSECTION DETAIL
LEGEND
NOTES
1.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE
OR EDGE OF WALK UNLESS OTHERWISE
NOTED.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
S.
S
H
I
E
L
D
S
S
T
R
E
E
T
BON HOMME RICHARD DRIVE
EN
T
E
R
P
R
I
S
E
D
R
I
V
E
NI
M
I
T
Z
D
R
I
V
E
TRUXUN DRIVE
VINSON STREET
KEYMAP
OUTFALL CURB &
GUTTER
CURB TRANSITION
SIDEWALK CHASE
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
3
NK
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5
3
3
3
3
3
3
3
4
CD
B
11
/
1
5
/
1
8
UT
I
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I
T
Y
R
E
C
O
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D
D
R
A
W
I
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S
5
5
NK
S
12
/
2
0
/
1
8
PH
3
D
R
A
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A
G
E
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