HomeMy WebLinkAboutLot Certifications - 10/11/2016BELLA 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
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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
LA
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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
/
1
4
ST
O
R
M
R
E
V
I
S
I
O
N
1
2
KR
B
10
/
1
0
/
1
6
BU
I
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D
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G
2
G
R
A
D
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C
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R
T
.
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
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2
1
29.53
30.24
30.47
30.72
30.39
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7
8
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0
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19.32 FG
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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
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28.
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29.
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DRIVE-OVER
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BLOCK 1
HABITAT BUFFER (TYP.)
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1
WALL REMOVED, GRADING
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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
LA
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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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2
G
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.