HomeMy WebLinkAboutSite Certifications - 09/15/2017#$/15 Page 1
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Bella Vira Subdivision Filing Two
8/28/2017
N/A - Residential
N/A
N/A
N/A
N/A
N/A
N/A
Accepted 9/15/2017 WL
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BUILDING 4
BUILDING 3
WEST ELIZABETH STR
E
E
T
Lot 12
Lot 13
Lot 15
Lot 14
Lot 16
Lot 17
MATCH EXISTING
INTERSECTION
(SEE NOTE 2)
GRA
D
E
BR
E
A
K
LANDSCAPE WALL
TOW=5119.00
PROVIDE (2) RISERS
(7" MAX.)
GR
A
D
E
B
R
E
A
K
DRIVE-OVER
CURB & GUTTER
2-FOOT CURB CUT AND
SIDEWALK CHASE
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
VERTICAL CURB
& GUTTER
28" CONCRETE PAN
MATCH EXISTING
SIDEWALK
MATCH EXISTING
SIDEWALK
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PROVIDE (1)
5" RISER
PROVIDE (2)
7" RISERS MAX.
PROVIDE (3)
5.5" RISER
PATIO
PATIO
PATIO
BEL
L
A
V
I
T
A
W
A
Y
VERTICAL CURB
& GUTTER
28" CONCRETE PAN
STORM LINE A
LANDSCAPE WALL
TOW=5130.50
PROVIDE (2)
RISERS (7" MAX.)
PROVIDE (3)
RISERS (7" MAX.)
TRACT C
CITY REGIONAL
DETENTION POND
LOT LINE (TYP.)
PROPERTY
BOUNDARY
FF/TF=30.60
(ADA UNIT)
FF=30.60
FF=29.30
FF=29.30
FF=28.60
FF=27.90
FF=29.90
FF=29.90
28.8
8
28.54
28.3
3
30.21
29.91
29.
8
3
30.
0
2
30.10
28.90
27.66
27.50
27.44
27.15
29.
0
0
F
G
27.40
27.37
27.33
27.00
28.54
28.49
28.93
28.67
28.67
28.71
28.6
3
28.4
3
30.0
5 30.2
8 30.6
1
30.
2
2
30.42
30.29
28.92
29.01
30.42
30.46
30.
6
0
30.60 FG
29.
9
3
F
G
30.
5
0
29
.
3
6
29
.
2
4
29.68
29.
7
0
F
G
29.
7
0
F
G
29.
5
4
F
G
29.
7
0
F
G
30.
2
0
F
G
30.
2
0
F
G
30.
2
0
F
G
30.04 FG
29.
7
3
F
G
20.
2
6
F
G
28.96
28.81
28.62
27.81
27.49
27.42
27.16
27.16
27.20
26.47
26.16
26.09
25.78
25.83
20.57
20.10 FG
20.76 FG
20.76 FG
20.26 FG
20.26 FG
20.26 FG
20.
7
6
F
G
20.26 FG
20.
7
6
F
G
20.60
20.60
18.
3
2
18.80
28.10
29.33 FG
28.33 FG
18.96 FG
19.46 FG
19.46 FG
18.96 FG
19.46 FG
18.26 FG
18.76 FG
18.76 FG
17.56 FG
19.30
19.30
19.30
18.80 FG
18.60
18.60
18.96 FG
18.05 FG
18.
8
4
F
G
30.
1
0
28.93
29.17
29.
4
2
29.
9
1
29.
8
5
29.
4
4
29.
2
8
28.72 HP
28.66
28.00
27.
9
4
28.
1
4
28.26
28.05
27
.
5
8
27.30
27.
4
4
28.54
28.61
28.30
30.10 FG
27.38
21.18
28.
1
0
28.3228.38
28.
4
0
F
G
28.
4
0
F
G
28.
4
0
F
G
28.
4
0
F
G
28.
4
0
F
G
27.
9
3
F
G
30.60 FG
30.10 FG
28.
8
0
F
G
28.80 FG
28.
3
7
28.28 FG
28.63 FG
27.
0
8
F
G
26.95
26.
6
8
26.80
26.68
26
.
2
4
25.96
26.
7
1
26.91
28.00
26.98
26.92
27.17
27.
3
5
28.10
27.4228.80
27.
4
2
28.80 FG
27.
7
0
F
G
27.
7
0
F
G
27.
7
0
F
G
27.
0
0
F
G
27.
0
0
F
G
27.
0
0
F
G
27.
4
0
F
G
26.53 FG
24.86
25.66
25.
7
4
25.59
25.06
25.09
25.
3
6
25.80
25.8027.40
27.32 FG
25.59
25.87
25.59
28.02
28.7
4
28.79 FG
28.
1
5
F
G
30.
5
0
F
G
/
H
P
28.70 FG
28.53 FG
28.53 FG
28.83 FG
29.40 FG
29.00 FG
29.00 FG
29.
0
0
F
G
29.
0
0
F
G
29.
0
0
F
G
28.
7
2
F
G
29.40 FG
29.23 FG
27.
8
1
28.12
29.
4
0
28.24
29.40 FG
28.50 FG
29.23 FG
29.
4
0
F
G
29.
4
0
F
G
28.
6
6
27.16
27.07
27.34
27.41
27.61
27.76
27.72
27.09
27.41
26.26
26.07
26.68 26
.
7
9
26.
6
3
25.96
26.43
26.56
26.75
26.94
27.02
28.82 FG
28.
0
8
F
G
28.
7
1
F
G
28.
1
2
F
G
29.
3
6
29.25
29.24
29.
2
3
F
G
29.
2
3
F
G
29.
2
3
F
G
29.
0
4
F
G
28.40 FG
18.3518.35
END SWALE AT
EASEMENT LINE
CONTRACTOR SHALL NOT
CUT OVER EXISTING 36"
WATER MAIN
28.17
26.71T
T
26.71
T
T
T
T
T
T
29.40
29.36
28.58
29
.
2
8
Lot 18
Lot 19
20.52
20.02
21.24
20.92
25.73
25.52
MATCH EXISTING
SIDEWALK
GRA
D
E
B
R
E
A
K
GRA
D
E
B
R
E
A
K
PROVIDE GRADE BREAKS
AS SHOWN OVER FCLWD
EASEMENT FOR ACCESS
RAM
P
29
.
7
4
20.10 FG
20.60
20.26 FG
20.10 FG
20.10 FG
20.26 FG
18.96 FG
18.80 FG
18.80 FG
28.62
28.
6
2
28
.
7
4
28.
6
8
28.93
29.18
18.96 FG
18.90 FG
ADDED LANDSCAPE WALL
20.7
21.0
18.6
WALL REMOVED,
GRADING REVISED
BETWEEN UNITS
18.6
18.6
28.5
29.2
28.6
28.
7
29.7
29.
7
29.9
29.7
28.428.
2
5
28.32
28.1
27.83
27.77
27.5
29.04
29.14
30.85
28.3029.40
29.40
29.
6
0
29.
6
0
29.9
29.7
29.
7
29
.
7
26.65
17.9
26.10
REVISED SIDEWALK
(1)
REVISED SIDEWALK
REVISED SIDEWALK
29.
9
29.
9
29.
9
28.31
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U13012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UNITED CIVIL
Design Group
05.07.14
KE
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C4.01
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10'20'
SCALE: 1" = 10'
5'
NO
R
T
H
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4.ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5.EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6.REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7.FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8.FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9.REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
90.
3
0
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITIONT
3
KR
B
08
/
1
6
/
1
7
BL
D
G
5
C
E
R
T
S
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.
4
KR
B
08
/
2
8
/
1
7
SI
T
E
C
E
R
T
I
F
I
C
A
T
I
O
N
BELLA VITA WAY
BUILDING 3
BUILDING 2
Lot 7
Lot 12
Lot 8
Lot 11
Lot 13
Lot 9Lot 10
LANDSCAPE WALL
TOW=5119.00
PATIO
PATIO
PROVIDE (2)
7" RISERS MAX.
GR
A
D
E
BR
E
A
K
PROVIDE (3)
7" RISER MAX.
PROVIDE (1)
6" RISER
PROVIDE (2)
6" RISERS
PATIO PATIO PATIO
PATIOPROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5119.40
GRADE BREAK
LANDSCAPE WALL
TOW=5130.70
PATIO
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
STORM LINE A
SEE SHEET C3.02
BIOSWALE WITH 4"
PERFORATED UNDERDRAIN
(SEE DETAILS)
END BIOSWALE AND
PERFORATED UNDERDRAIN
INV.=5115.38
(SEE DETAILS)
EXTEND SOLID WALL HDPE
PIPE TO POND @ 1%
MINIMUM SLOPE
GR
A
D
E
B
R
E
A
K
28" CONCRETE PAN
VERTICAL CURB
2-FOOT CURB CUT AND
SIDEWALK CHASE
RISERS (7" MAX.)
GRA
D
EBRE
A
K
TRACT C
CITY REGIONAL
DETENTION POND
PLEASANT VALLEY
AND LAKE CANAL
PROPERTY
BOUNDARY
FF=29.30
FF=28.60
FF=27.90
FF=27.50
FF=28.80 FF=29.70 FF=30.40
FF/TF=31.10
(ADA UNIT)
26.47
26.16
26.09
25.78
25.83
19.46 FG
18.26 FG
18.76 FG
18.76 FG
17.56 FG
18.80 FG
18.60
18.60
17.90
17.90
18.96 FG18.
8
4
F
G
27.
9
3
F
G
26.
7
1
26.91
28.00
26.98
28.10
27.
7
0
F
G
27.
7
0
F
G
27.
7
0
F
G
27.
0
0
F
G
27.
0
0
F
G
27.
0
0
F
G
27.
4
0
F
G
26.53 FG
26.64 FG
18.
0
6
F
G
17.56 FG
17.52
24.86
25.68
27
.
0
0
25.49
25.52
25.74
25.70
26.0226.04
25.66
25.
7
4
25.59
25.06
25.09
25.19
25.
3
6
25.80
25.8027.40
27.32 FG
25.59
24.92
25.12
24.
9
5
25.
1
5
25.
2
1
24.92
25.
4
1
25.87
25.24
25.23
26.
3
2
25.
9
6
25.
3
7
25.69
25.
9
3
26.
0
2
26.
4
5
26.
6
8
27.
5
3
28.
2
7
28.
7
9
28.
9
7
25.92 FG
24.06 FG
26.
5
0
26.
5
0
27.
0
0
17.16 FG
25.49
26.
5
0
F
G
26
.
6
0
F
G
26.
6
0
F
G
26
.
6
0
F
G
27
.
9
0
F
G
26.
7
3
F
G
26
.
8
3
F
G
27.
9
0
F
G
27.
9
0
F
G
28.
3
0
F
G
28.
2
6
27.
2
6
26.93
27.10 27.90
28.
1
3
F
G
28.
1
3
F
G
27.
8
3
F
G
27.
9
1
F
G
17.
5
0
17.50
17.
1
6
F
G
17.
1
6
F
G
17.
1
6
F
G
18.
4
6
F
G
18.
9
6
F
G
19.
3
6
F
G
19.
8
6
F
G
19.
8
6
F
G
19.
3
6
F
G
19.
2
6
F
G
20.
0
6
F
G
20.
5
6
F
G
20.
0
6
F
G
21.
2
6
F
G
20
.
5
6
F
G
17
.
6
6
F
G
28.
1
3
F
G
28.
0
3
F
G
29.
2
0
F
G
28.
8
0
F
G
28.
8
0
F
G
29.
5
0
F
G
29.
0
3
F
G
29.
7
3
F
G
30.
7
0
F
G
28.
8
0
F
G
28.
8
0
F
G
29.
5
0
F
G
29.
5
0
F
G
29.
9
0
F
G
30.
7
0
F
G
30.
7
0
F
G
31.
1
0
F
G
25.83
27.16
27.
0
5
25.
9
8
26.
1
5
26.
2
8
27.
2
8
27.32
27.
1
6
27.74
27.
7
4
27.
7
5
28.
4
0
28.96
28.
0
7
29.
1
6
27.90
29.4329.43
29.17
29.03
29.25
29.97
30.10
30.23
29.38
29.
4
7
30.51
30.45
29.99
29.33
29.42
29.
5
7
29.
8
2
29.
5
9
30.
2
1
29.53
30.24
30.47
30.72
30.39
30.
5
3
30.
7
8
30.
7
8
30.
3
1
30.
4
0
F
G
30.
1
9
30.
8
4
31.
1
0
29.
8
2
18.
8
0
19.
7
0
20.
3
2
21.
0
0
20.
4
0
18.
8
0
19.
7
0
29.
9
0
F
G
29.
6
1
F
G
29.
8
2
29.
7
8
29.
7
3
F
G
19.32 FG
18.
4
6
F
G
18.41 FG
17.
8
0
18.
5
5
18.13
17.38
15
.
5
2
15.97
16.70
16.00
29.
4
5
F
G
28.
6
0
F
G
27.
7
7
F
G
30.
7
0
30.
1
5
F
G
30.
3
1
29.89
29.79
29.
9
7
30.
2
9 30.
5
2
30.
7
3
30.
6
3
30.
5
7
30.
4
4
30.
7
0
31.40
30.
8
2
30.
8
2
F
G
30.
7
0
F
G
16.95
15.75
18.26 FG
25.
7
2
25.
8
3
25.
9
5
25.68
25.96
26.50 FG
25.8525.86
25.
9
8
26.
1
2
26.
0
7
28.
0
0
F
G
30.
0
8
F
G
30.
2
1
30.
4
9
32.
2
5
F
G
27.
1
5
27.
4
4
26.
8
5
26.
7
3
MAILBOX
PAD
TRANSFORMER
PAD=5126.8±
5' MIN.
END SWALE
DAYLIGHT 4" HDPE PIPE
INV. 5114.76
UTILITY CROSSING
4" UNDERDRAIN INV. 5115.11
12" HDPE T.O.P.=5114.6±
8" HDPE T.O.P.=5114.2±
UTILITY CROSSING
4" UNDERDRAIN INV. 5115.25
36" WATER T.O.P.=5111.2±
(ASSUMED 4.5' FROM
EXISTING GROUND)
STORM SEWER
(SEE SHEET C3.02)
RAMP
T
26.
2
3 T
T
T
27.
0
0
28.
1
8
29.
0
8
DRIVE-OVER
CURB & GUTTER
20.
7
6
F
G
19.
3
6
F
G
17.
1
6
F
G
LANDSCAPE WALL
TOW=5120.8
20.
7
6
F
G
20.
0
7
F
G
19.
8
2
F
G
19.98 FG
30'
C
R
O
W
N
TRA
N
S
I
T
I
O
N
30' CROWN
TRANSITION
BLOCK 1
HABITAT BUFFER (TYP.)
17.50
17.00
17
.
6
6
F
G
17.00 FG
17.
0
0
F
G
18.
4
6
F
G
18.
3
0
F
G
19.
2
0
F
G
19.
3
6
F
G
20.
0
6
F
G
19.
9
2
F
G
19.
9
0
F
G
20.
6
0
F
G
20.
6
0
F
G
20.
7
6
F
G
LANDSCAPE WALL
TOW=5128.00
30.
7
0
F
G
18.
0
6
F
G
16.64
16.15
17.36
16.00
16.45
17.40
GR
A
D
E
BR
E
A
K
GRA
D
E
BRE
A
K
20.
5
20.
720.
3
20.
319.
8
19.
819.
7
19.
9
20.
120.
1
20.
1
19.
4
19.
2
19.
919.
9
19.
219.
3
18.
917.
7
17.
7
17.
7
17.
7
17
.
9
17
.
9
18.9
17.
7
25.5
27.
4
27.
6
27
.
4
26.
9
26.
9
27
.
9
27.
7
28.
9
28.
8
27.
4
29.
1
27.6
28.9 29.6 30.3
31.1
29.
0
29.
1
29.
1
30.
3
30.
3
30.
2
30.
2
30.
2
30.
8
30
.
8
29.
1
ADDED LANDSCAPE WALL
WALL REMOVED, GRADING
REVISED BETWEEN UNITS
WALL REMOVED, GRADING
REVISED BETWEEN UNITS
WALL REMOVED,GRADING
AND CONCRETE REVISED
BETWEEN UNITS
WALL REMOVED,GRADING
AND CONCRETE REVISED
BETWEEN UNITS
18.6
WALL REMOVED,
GRADING REVISED
BETWEEN UNITS
18.6
28.5
29.2
17.9
17.8
17.7
26.10
SIDEWALK REVISED
19.
0
517.
9
19.
2
18.51
17.31
27.60 28.
2
9
28.80
29.97
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U13012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UNITED CIVIL
Design Group
05.07.14
KE
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C4.02
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10'20'
SCALE: 1" = 10'
5'
NO
R
T
H
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4.ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5.EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6.REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7.FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8.FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9.REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
90.
3
0
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITIONT
1
KR
B
06
/
1
0
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BU
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.
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.
4
KR
B
08
/
2
8
/
1
7
SI
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C
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R
T
I
F
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A
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N
BELLA VITA WAY
BUILDING 2
BUILDING 1
Lot 7
Lot 6
Lot 8Lot 9Lot 10
PROVIDE (2)
6" RISERS
PATIO PATIO
PATIO
PATIO
PROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5119.40
GR
A
D
E
B
R
E
A
K
GRADE BREAK
LANDSCAPE WALL
TOW=5130.70
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
GRA
D
E
B
R
E
A
K
PRIVACY FENCE (SEE
LANDSCAPE PLANS)
BIOSWALE WITH 4"
PERFORATED UNDERDRAIN
(SEE DETAILS)PROVIDE 4"
CLEANOUT
INV. 5116.75
END BIOSWALE AND
PERFORATED UNDERDRAIN
INV.=5115.38
(SEE DETAILS)
EXTEND SOLID WALL HDPE
PIPE TO POND @ 1%
MINIMUM SLOPE
GR
A
D
E
B
R
E
A
K
MATCH EXISTING
SIDEWALK
(SEE NOTE 2)
28" CONCRETE PAN
VERTICAL CURB
2-FOOT CURB CUT AND
SIDEWALK CHASE
OV
E
R
L
A
N
D
T
R
A
I
L
PLEASANT VALLEY
AND LAKE CANAL
LOT LINE (TYP.)
FF=28.80 FF=29.70 FF=30.40
FF/TF=31.10
(ADA UNIT)
FF=31.20
26.
3
2
25.
9
6
26.
4
5
26.
6
8
27.
5
3
28.
2
7
28.
7
9
28.
9
7
27.
9
0
F
G
27.
9
0
F
G
28.
3
0
F
G
28.
2
6
27.
2
6
26.93
27.10 27.90
28.
1
3
F
G
28.
1
3
F
G
27.
8
3
F
G
27.
9
1
F
G
18.
4
6
F
G
18.
9
6
F
G
19.
3
6
F
G
19.
8
6
F
G
19.
8
6
F
G
19.
3
6
F
G
19.
2
6
F
G
20.
0
6
F
G
20.
5
6
F
G
20.
0
6
F
G
21.
2
6
F
G
20.
7
6
F
G
21
.
2
6
F
G
20
.
5
6
F
G
28.
1
3
F
G
28.
0
3
F
G
29.
2
0
F
G
28.
8
0
F
G
28.
8
0
F
G
29.
5
0
F
G
29.
0
3
F
G
29.
7
3
F
G
30.
7
0
F
G
28.
8
0
F
G
28.
8
0
F
G
29.
5
0
F
G
29.
5
0
F
G
29.
9
0
F
G
30.
7
0
F
G
30.
7
0
F
G
31.
1
0
F
G
31.
1
0
F
G
27.16
27.
0
5
25.
9
8
26.
1
5
26.
2
8
27.
2
8
27.32
27.
1
6
27.74
27.
7
4
27.
7
5
28.
4
0
28.96
28.
0
7
29.
1
6
27.90
29.4329.43
29.17
29.03
29.25
29.97
30.10
30.23
29.38
29.
4
7
30.51
30.45
29.99
29.33
29.42
29.
5
7
29.
8
2
29.
5
9
30.
2
1
29.53
30.24
30.47
30.72
30.39
30.
5
3
30.
7
8
30.
7
8
30.
3
1
30.
4
0
F
G
30.
1
9
29.
8
2
29.
0
1
30.
8
4
31.
1
0
31
.
1
0
30.43 FG29.
8
2
18.
8
0
19.
7
0
20.
3
2
21.
0
0
21.
1
0
20.
4
0
18.
8
0
19.
7
0
29.
9
0
F
G
29.
6
1
F
G
29.
8
2
29.
7
8
29.
7
3
F
G
28.76 FG
19.32 FG
18.
4
6
F
G
18.41 FG
17.
8
0 18.
7
5
19.
5
0
18.
5
5
18.13
17.38
29.
4
5
F
G
28.
6
0
F
G
27.
7
7
F
G
25.
8
4
26.
4
3
24.
4
4
27.
2
9
27.
7
8
30.70 FG
30.30
F
G
30.30
F
G
30.30 FG
30.53 FG
31.00 FG
31.
0
0
F
G
30.
7
0
30.
7
0
F
G
30.
1
5
F
G
28.40 FG
28.67 FG
28.45 FG
28.
5
1
F
G
28.92 FG
30.
3
1
29.89
29.79
29.
9
7
30.
5
2
30.
7
3
30.
4
4
30.
7
0
25.19
28.04
18.26 FG
25.
7
2
25.
8
3
25.
9
5
27.
1
5
27.
4
4
26.
8
5
26.
7
3
5' MIN.
UTILITY CROSSING
4" UNDERDRAIN INV. 5115.25
36" WATER T.O.P.=5111.2±
(ASSUMED 4.5' FROM
EXISTING GROUND)
RAMP
T
26.
2
3 T
28.
1
8
29.
0
8
31.
1
0
DRIVE-OVER
CURB & GUTTER
20.
7
6
F
G
19.
3
6
F
G
LANDSCAPE WALL
TOW=5120.8
20.
7
6
F
G
20.
0
7
F
G
19.
8
2
F
G
19.98 FG
BLOCK 1
HABITAT BUFFER (TYP.)
18.
4
6
F
G
18.
3
0
F
G
19.
2
0
F
G
19.
3
6
F
G
20.
0
6
F
G
19.
9
2
F
G
19.
9
0
F
G
20.
6
0
F
G
20.
6
0
F
G
20.
7
6
F
G
30.
7
0
F
G
ADDED LANDSCAPE WALL
22.
1
20.
5
20.
720.
3
20.
319.
8
19.
819.
7
19.
9
20.
120.
1
20.
1
19.
4
19.
2
19.
919.
9
19.
219.
3
18.
9
28.
9
28.
8
27.
4
29.
1
28.9 29.6 30.3
31.1
29.
0
29.
1
29.
1
30.
3
30.
3
30.
2
30.
2
30.
2
29.3
29.8
30.
830.
8
30
.
8
29.
1
WALL REMOVED, GRADING
REVISED BETWEEN UNITS
WALL REMOVED, GRADING
REVISED BETWEEN UNITS
WALL REMOVED,GRADING
AND CONCRETE REVISED
BETWEEN UNITS
20.
4
5
19.
0
517.
9
19.
2
18.51
17.31
28.80
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23
U13012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UNITED CIVIL
Design Group
05.07.14
KE
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C4.03
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10'20'
SCALE: 1" = 10'
5'
NO
R
T
H
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4.ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5.EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6.REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7.FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8.FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9.REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
90.
3
0
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITIONT
2
KR
B
10
/
1
0
/
1
6
BU
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I
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G
2
G
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C
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R
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.
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.
4
KR
B
08
/
2
8
/
1
7
SI
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E
C
E
R
T
I
F
I
C
A
T
I
O
N
BUILDING 1 AND ADJACENT AREAS
CURRENTLY UNDER CONSTRUCTION.
FINAL GRADING CERTIFICATION OF THIS
AREA TO BE COMPLETED WITH THE LOT
CERTIFICATIONS FOR BUILDING 1
WEST ELIZ
A
B
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T
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S
T
R
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E
T
SA
B
A
T
I
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O
L
A
N
E
BUILDING 1
BUILDING 5
BUILDING 6
Lot 1
Lot 2
Lot 5
Lot 4
Lot 3
Lot 25
Lot 24
Lot 23
Lot 22
Lot 21
Lot 20
GR
A
D
E
B
R
E
A
K
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIOPATIO
PATIO
REFER TO SHEET C5.00
FOR STREET PLAN & PROFILE
STORM LINE A
SEE SHEET C3.02
ROOF DRAINS
SEE SHEET C3.02
PROVIDE (1)
RISER (7" MAX.)
PROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5133.30
PROVIDE (1)
6" RISER
PROVIDE (2)
RISERS (7" MAX.)
LANDSCAPE WALL
TOW=5136.20
MATCH EXISTING
INTERSECTION
(SEE NOTE 2)
MATCH EXISTING
SIDEWALK
MATCH EXISTING
SIDEWALK PRIVACY FENCE AND
MONUMENT SIGN (SEE
LANDSCAPE PLANS)
MATCH EXISTING
SIDEWALK
(SEE NOTE 2)
VERTICAL CURB
& GUTTER
28" CONCRETE PAN
DRIVE-OVER
CURB & GUTTER
2-FOOT
CONCRETE PAN
PROVIDE (3)
RISERS (7" MAX.)
GRA
D
EBRE
A
K
PROVIDE (3)
6" RISERS
LANDSCAPE WALL
TOW=5132.90
PROVIDE (1)
5" RISER
PROVIDE (2)
5" RISERS
LOT LINE (TYP.)
LOT LINE (TYP.)
FF=31.90
FF=33.30
FF=34.20
FF=35.90
FF/TF=36.60
(ADA UNIT)
FF=36.50
FF=35.30
FF=33.80
FF=32.75
FF=28.50
FF=29.20
FF=29.90
26.09
25.78
25.83
25.
3
6
25.59
25.12
25.87
25.59
25.24
25.23
25.
9
6
25.
3
7
29.
4
4
33.
4
8
33.
7
9
34.
2
3
34.
3
9
36.
0
9
H
P
35.
0
8
30.30 FG
30.53 FG
31.00 FG
31.
0
0
F
G
31.
0
0
F
G
31.40 FG
31.23 FG
32.
8
0
F
G
32.40 FG
32.40 FG
32.40
F
G
32.63
F
G
33.30 FG
33.30 FG
33.30 FG
33.70 FG
33.53
F
G
34.03
F
G
35.40 FG
35.00 FG
35.00 FG
35.00 FG34.
9
1
F
G
36.20 FG
36.20 FG
36.
0
2
F
G
36.60 FG
30.
0
4
F
G
32.
4
1
F
G
33.
2
8
F
G
28.92 FG
29.44 FG
29.
3
4
F
G
29.78 FG
30.13 FG
30.86 FG
31.75 FG
31.
6
5
F
G
32.09 FG
32.44 FG
32.85 FG
32.
8
1
F
G
33.
1
9
F
G
33.84 FG
34.34 FG
34.
2
8
F
G
34.
7
4
F
G
30.
3
1
29.89
29.79
29.
9
7
30.
2
9 30.
5
2
30.
7
3
31.
5
0
31.
9
7
32.
0
3
32.
7
2
32.
5
2
34.
4
5
34.
5
2
35.
1
4
35.
9
1
35.
7
8
35.
3
8
34.
6
0
35.
8
4
35.
8
1
33.
9
2
33.
9
0
33.
8
6
34.
0
9
33.76
33.04
33.
0
4
32.
1
8
32.
3
8
31.
4
7
30.
6
3
31.03
30.63
30.
5
7
31.
4
1
32.
9
8
32.
8
5
32.
7
4
34.
0
3
34.
9
1
31.40
30.
8
2
30.
8
2
F
G
31.
6
9
F
G
32.80
31.
6
3
33.70
33.
2
0
33.
9
1
F
G
35.36
34.
2
0
34.
9
0
F
G
35.
4
0
F
G
35.
1
6
F
G
32.
8
1
F
G
32.
5
6
33.
0
9
F
G
36.60 FG
35.
9
3
F
G
36.60
35.
9
3
F
G
35.83
35.83
30.
7
0
F
G
32.
1
0
F
G
35.8
7 35.7
8
35.3
4
35.5
6
35.1
5
35
.
5
9
35.6
7
35.7
0
30.19
34.23
34.11
35.03
34.91
35.21
34.91
35.26
35.44
35.49 35.52
35.61
35.40
32.35
32.33
32.
0
6
33.38
33.
3
4
33.
4
3
32.85
32.
9
9
32.94
31.
9
7
31.60
31.
8
9
28.
1
5
F
G
25.
7
2
25.
8
3
25.
9
5
26.
2
8
26.
8
9
27.01
27.82 HP
27.62
GRATE
29.43
31.49
33.34
35.71 HP
25.68
25.96
26.50 FG
28.00 FG
28.
0
0
26.25
25.8525.86
27.60 FG
27.60 FG
27.60 FG
27.84 FG
28.
3
0
F
G
28.30 FG
28.30 FG
28.70 FG
28.53 FG
28.53 FG
28.83 FG
29.40 FG
29.
4
0
F
G
29.
4
0
F
G
28.
7
0
F
G
28.
7
0
F
G
28.
7
0
F
G
28.
5
3
F
G
27.
8
3
F
G
27.83 FG
27.83 FG
28.00 FG
28.00 FG
28.00 FG
27.50 FG
28.
6
6
27.16
27.07
25.96
26.43
26.14
26.07
26.56
26.75
26.94
27.02
28.
0
8
F
G
28.
1
2
F
G
27.12 FG
25.
9
8
26.
1
2
26.
0
7
29.24
29.24
28.54
28.54
27.95
27.98
29.
2
3
F
G
29.
2
3
F
G
34.98
35.
3
4
35.
4
0
36.
0
0
35.83 FG35.
8
3
F
G
31.
9
0
F
G
31.
6
3
F
G
30.
9
0
F
G
31.
5
0
F
G
30.
5
0
F
G
28.
9
6
F
G
28.
5
0
F
G
28.
0
0
F
G
28.
0
0
F
G
27.
8
0
F
G
28.
0
0
F
G
28.
0
0
F
G
28.
0
0
F
G
28.
0
0
F
G
30.
0
8
F
G
27.
9
6
F
G
28.
2
3
F
G
31.
2
8
F
G
35.60 FG
35.60 FG
35.60 FG
34.63 FG
34.
4
2
F
G
34.
4
0
F
G
34.
4
0
F
G
35.
2
0
34.
6
6
34.
1
5
34.
3
9
34.
6
3
34.
4
0
F
G
33.
9
9
33.
6
1
33.
5
1
33.
2
6
32.
2
0
32.
0
5
32.
4
7
31.
3
2
30.
7
9
30.
2
1
30.
4
9
30.6830.
5
5
30.
7
7
32.25
32.
2
5
F
G
31.85 FG
31.85 FG
31.85 FG
32.08 FG
32.90 FG
32.
1
5
F
G
31.
9
0
F
G
32.90 FG
31.
4
4
32.
5
6
32.69
32.90 FG
33.30 FG
32.
8
2
F
G
33.26 32.
8
2
32.
7
3
32.
7
5
32.
8
9
32.
9
3
F
G
33.
1
3
F
G
33.
3
3
F
G
33.21 FG
34.
8
0
F
G
33.
9
3
33.
4
6
33.
4
2
33.
5
0
33.
5
7
34.76
34.80 FG
34.40 FG
34.32 FG
32.87 FG
35.
4
6
F
G
36.
0
0
F
G
35.71
27.
1
5
27.
4
4
26.
8
5
26.
7
3
28.40 FG
GRA
D
E
BRE
A
K
T
T
32.
2
5
31.
8
0 T
T
28.58
36.
6
0
35.
2
8
34.
6
8
33.
1
8
31.
6
1
F
G
TT
30'
C
R
O
W
N
TRA
N
S
I
T
I
O
N
BLOCK 1
Lot 19
2-FOOT CURB CUT AND
SIDEWALK CHASE
TRANSFORMER
PAD=5126.8±
MAILBOX
PAD
35.
5
8
F
G
PROVIDE (1)
5" RISER
35.
5
8
31.40 FG
29.9
26.65
29.3
28.6
26.36
26.30
27.60
27.80
27.80
28.60
28.
4
0
27.80
28.
7
5
29.
1
0
29.
1
0
28.90
28.90
29.60
29.60
29.
8
0
29.
8
0
28.
2
9
32.62
28.
6
5
28.
6
5
28.
7
2
33.60
29.
4
7
30.
1
1
30.
1
3
31.
3
0
33.
2
4
33.
9
2
34.
7
8
35.10
36.14
28.80
29.97
31.42
31.42
31.42
32.41
32.41
32.41
34.16
34.
1
6
34.
1
6
35.43
35.43
35.43
(1)
REVISED SIDEWALK
(4)
REVISED PATIO
REVISED SIDEWALK
WALL REMOVED,GRADING
AND CONCRETE REVISED
BETWEEN UNITS
(1)
REVISED SIDEWALK
32.
7
0
REVISED SIDEWALK
WALL REMOVED,GRADING
AND CONCRETE REVISED
BETWEEN UNITS
REVISED SIDEWALK
35.30
34.
9
1
34.
3
7
34.
2
2
REVISED GRADING
AND SWALE
DR
A
W
I
N
G
N
A
M
E
:
PR
O
J
.
M
G
R
:
PA
T
H
:
DA
T
E
:
SE
R
V
E
R
:
DE
S
I
G
N
E
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JOB NUMBER
SHEET NUMBER
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23
U13012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UNITED CIVIL
Design Group
05.07.14
KE
V
I
N
NO
N
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P:
\
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1
3
0
1
2
B
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C4.04
N/A
10'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 10'20'
SCALE: 1" = 10'
5'
NO
R
T
H
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
CURB & GUTTER
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
SIDEWALK CHASE
STORM SEWER
STORM INLET
RETAINING WALL
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN
ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.EXISTING INFORMATION AS SHOWN ON THIS
PLAN IS PER DESIGN INFORMATION
PROVIDED BY JIM SELL DESIGN AS SHOWN
IN THE PHASE 1 CONSTRUCTION PLANS
ENTITLED "BELLA VIRA SUBDIVISION" AND
DATED DECEMBER 7, 2007. AT THE TIME OF
THIS SUBMITTAL, CONSTRUCTION OF THE
PHASE 1 BELLA VIRA IMPROVEMENTS IS NOT
YET COMPLETE. CONTRACTOR SHALL FIELD
VERIFY ACTUAL CONDITIONS AT ALL
INTERFACES WITH PHASE 1 IMPROVEMENTS
PRIOR TO THE COMMENCEMENT OF FILING 2
CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE TO
FLOWLINE OR EDGE OF WALK UNLESS
OTHERWISE NOTED.
4.ALL DISTURBED AREAS NOT PAVED SHALL
BE REVEGETATED PER THE LANDSCAPE
PLANS.
5.EXCEPT FOR THOSE BUILDING UNITS
DESIGNATED AS "ADA UNITS", ALL UNITS
ARE PROVIDED WITH A 6-INCH RISER FROM
THE FRONT PATIO TO THE FIRST FLOOR
FINISHED FLOOR.
6.REFER TO LANDSCAPE PLANS FOR DETAILS
AND SPECIFICATIONS FOR ALL LANDSCAPE
WALLS. REFER TO ARCHITECTURAL PLANS
FOR DETAILS AND SPECIFICATIONS FOR
STEPS AND HANDRAILS.
7.FINISHED FLOOR ELEVATIONS SHOWN ARE
THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
8.FOR BUIDLINGS 1-4 AND BUILDING 6 THE TOP
OF FOUNDATION IS EQUAL TO THE FINISHED
FLOOR ELEVATION AT THE FRONT OF THE
BUILDING. FOR BUILDING 5 ALL TOP OF
FOUNDATION ELEVATIONS AT THE
PERIMETER OF THE BUILDING ARE EQUAL
TO FINISHED FLOOR. REFER TO AND
COORDINATE WITH THE ARCHITECTURAL
DRAWINGS FOR EACH BUILDNG FOR MORE
INFORMATION. FINISHED GRADE
ELEVATIONS SHOWN ADJACENT TO
BUILDINGS ARE A MINIMUM OF 8-INCHES
BELOW TOP OF FOUNDATION.
9.REFER TO SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE
HABITAT BUFFER ZONE.
10.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF NATIVE
MATERIALS. REFER TO THE LANDSCAPE
PLANS.
KEYMAP
NTS
90.
3
0
PROPOSED SPOT
ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE AT
EXTERIOR WALL
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
CURB & GUTTER
TRANSITIONT
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
KR
B
08
/
1
6
/
1
7
BL
D
G
5
C
E
R
T
BUILDING 1 AND ADJACENT AREAS
CURRENTLY UNDER CONSTRUCTION.
FINAL GRADING CERTIFICATION OF THIS
AREA TO BE COMPLETED WITH THE LOT
CERTIFICATIONS FOR BUILDING 1
4
KR
B
08
/
2
8
/
1
7
SI
T
E
A
N
D
B
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G
6
C
E
R
T
5105
5110
5115
5120
5125
5130
5135
5105
5110
5115
5120
5125
5130
5135
EG
=
5
1
1
4
.
9
FG
=
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=
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1
6
.
5
FG
=
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.
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9
10+50
EG
=
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1
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.
4
FG
=
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1
2
5
.
7
8
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EG
=
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.
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FG
=
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2
5
.
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2
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EG
=
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1
2
6
.
9
FG
=
5
1
2
6
.
3
5
12+00
EG
=
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2
9
.
2
FG
=
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2
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.
3
4
12+50
EG
=
5
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3
0
.
2
FG
=
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1
2
8
.
0
1
13+00
109.62 LF 15"
R
C
P
@
1
.
3
8
%
79.77 LF 10" HDPE @ 1.50%
33.63 LF 10" HDPE @ 1.50%
10.21 LF 10" HDPE @ 1.50%
45.43 LF 10" HDPE @ 1.50%
IN
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6
7
PROVIDE 2' SUMP
2.5'
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED 8" WATER
STA.=11+43.24
T.O.P.= 5120.8
12" MIN.
CONCRETE ENCASE STORM
SEWER JOINTS 10-FEET ON
EITHER SIDE OF WATER
CROSSING (SEE DETAILS)
4.5' MIN.
100-YEAR HGL
SCOURSTOP EROSION
MATTING OR APPROVED
EQUAL
FE
S
1
ST
A
1
0
+
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0
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0
0
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=
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1
2
3
.
3
±
APPROX. LOCATION
OF EXIST. 36" WATER
STA.=10+38.49
T.O.P.= 5111.3±
4.2'±
EXISTING 12" HDPE PIPE
STA.=10+25.73
INV.= 5114.00
EXISTING 8" HDPE PIPE
STA.=10+22.31
INV.= 5113.37
3" MIN.
6" MIN. COVER
OVER PIPE
CONCRETE SUPPORTS
(SEE DETAIL THIS SHEET)
FLOW FILL AROUND
EXISTING PIPES
13+1
7
9+5
0
10+
0
0
11+
0
0
12+00
13+0
0 INLET 1-7
STA 12+85.20
N: 1452774.15
E: 3102263.55
INLET 1-4
STA 11+95.93
N: 1452693.31
E: 3102292.53
INLET 1-2
STA 11+12.99
N: 1452643.84
E: 3102230.21
BEND 1-6
STA 12+39.77
N: 1452736.37
E: 3102288.79
BEND 1-5
STA 12+29.56
N: 1452726.94
E: 3102292.70
PIPE END 1-3
STA 11+16.16
N: 1452646.23
E: 3102228.13
PIPE END 1-1
STA 11+09.62
N: 1452640.47
E: 3102230.33
109.62 LF 15" RCP @ 1.38%
79.
7
7
L
F
1
0
"
H
D
P
E
@
1
.
5
0
%
33.63 LF
10" HDPE
@ 1.50%
10.21 LF 10" HDPE @ 1.50%
45.43 LF 10" HDPE @ 1.50%
NSTALL 4'x4' (5 TOTAL)
SCOURSTOP MATTING (OR
APPROVED EQUAL) AND
TEMPORARY EROSION
BLANKET (80 SF)
BIOSWALE WITH
UNDERDRAIN
(SEE DETAILED
GRADING PLAN)
20' UITILITY
EASEMENT
10' SFCSD WATER
EASEMENT
TRACT C
CITY REGIONAL
DETENTION POND
OFP DEVELOPMENT M.L.D.
1
11
1
1
1
SABATIN
O
L
A
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E
BE
L
L
A
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I
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A
W
A
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BEL
L
A
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A
W
A
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WE
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I
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A
B
E
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H
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T
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T
Lot 15
Lot 12
Lot 8
Lot 11
Lot 13
Lot 14
Lot 16
Lot 9
Lot 10
Lot 25Lot 24
Lot 23Lot 22
Lot 21
Lot 20
Lot 18
Lot 19
HABITAT
BUFFER (TYP.)
FES 1
STA 10+00.00
N: 1452554.71
E: 3102162.06
DR
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23
U13012
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
UNITED CIVIL
Design Group
KE
V
I
N
NO
N
E
P:
\
U
1
3
0
1
2
B
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8/
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8
/
2
0
1
7
12
:
5
3
:
3
9
P
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SM
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ST
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A
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C3.02
3'
30'
0 30'60'
SCALE: 1" = 30'
15'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
NORTH
1.EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2.ALL STORM SEWER CONSTRUCTION
SHALL BE PER CITY OF FORT COLLINS
STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
3.ALL PIPE LENGTHS ARE FROM CENTER
TO CENTER OF ADJACENT STRUCTURES
UNLESS OTHERWISE NOTED.
4.STORM SEWER MAINS AND ROOF
LEADERS SHOWN ON THESE DRAWINGS
AS HIGH DENSITY POLYETHYLENE
(HDPE) SHALL BE WATERTIGHT ADS-N12
OR APPROVED EQUAL. STORM SEWER
AS SHOWN AS REINFORCED CONCRETE
PIPE (RCP) SHALL BE CLASS V RCP.
5.MAINTAIN 10' HORIZONTAL AND 18"
VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER &
WATER MAINS & SERVICES.
6.CONTRACTOR SHALL COORDINATE
EXACT LOCATIONS OF DOWNSPOUTS
WITH ARCHITECTURAL PLANS.
7.CONTRACTOR SHALL CONNECT TO
DOWNSPOUTS AT THE LOCATIONS
INDICATED WITH A 4-INCH HDPE PIPE.
CONTRACTOR SHALL BURY THE 4" HDPE
ROOF LEADER A MINIMUM OF 30-INCHES
DEEP, RUN THE LEADER AT A MINIMUM
OF 2% SLOPE AND MAKE THE
CONNECTIONS TO THE HDPE STORM
SEWER.
8.ROOF DRAINS TO BE CONNECTED
DIRECTLY TO PROPOSED HDPE STORM
SEWER SHALL BE CONNECTED USING
MANUFACTURED TEES.
9.CONTRACTOR SHALL FIELD VERIFY
LOCATION OF EXISTING 12" AND 8" HDPE
PIPES AS SHOWN PRIOR TO
CONSTRUCTION AND SHALL CONCRETE
ENCASE EACH PIPE 10-FEET ON EITHER
SIDE OF SWALE CROSSING.
10.ALL SITE STORM SEWER AS SHOWN ON
THESE DRAWINGS IS PRIVATE.
11.REFER TO SECTION 3.4.1 OF THE LAND
USE CODE FOR ALLOWABLE USES
WITHIN THE HABITAT BUFFER ZONE.
12.LANDSCAPING WITHIN THE HABITAT
BUFFER ZONE SHALL CONSIST OF
NATIVE MATERIALS. REFER TO THE
LANDSCAPE PLANS.
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 DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
INLET SCHEDULE
INLET ID TYPE
1-2 10' TYPE R W/ 2' SUMP (SEE DETAILS)
1-4 & 1-7 15" NYLOPLAST DRAIN BASIN
(OR APPROVED EQUAL (SEE DETAILS)
ROOF DRAIN KEY:
4" ROOF DRAIN
(SEE NOTES 6-8)
15" STORM SEWER
3" MIN.
12"
MIN.
12"
MIN.
8"
MIN.
8"
MIN.
EXISTING PIPE CROSSING
12"
MIN.
12"
MIN.
12"
6" MIN.
EXISTING PIPE
CROSSING
12"
3'-7.5" (FOR 15" SD)
NTS
15" DIA
CONCRETE SUPPORTS FOR STORM SEWER
1
1
KR
B
06
/
1
0
/
1
4
ST
O
R
M
R
E
V
I
S
I
O
N
1
1
1
2
CD
B
07
/
1
1
/
1
4
ST
O
R
M
R
E
C
O
R
D
D
R
A
W
I
N
G
S
2
2
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.
2
2