HomeMy WebLinkAboutLot Certifications - 09/15/2017 (2)Accepted 9/15/2017
WL
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
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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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C4.01
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.
WEST ELIZ
A
B
E
T
H
S
T
R
E
E
T
SA
B
A
T
I
N
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.
7
0
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)
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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
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NO
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P:
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U
1
3
0
1
2
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.
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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