HomeMy WebLinkAboutLot Certifications - 03/17/2017LAKEVIEW SUBDIVISION
DATE: 3/22/16BG: 166 DRAWN BY: LMS
DATEBYREVISIONNo.
PROJECT #: 665-004
NOTES:
1. BUILDING IMPROVEMENTS SHOWN ON THIS PLOT PLAN ARE CONCEPTUAL FOR THE SOLE PURPOSE OF OBTAINING A BUILDING PERMIT. REFER TO
APPROVED ARCHITECTURAL PLANS FOR CONSTRUCTION OF BUILDING IMPROVEMENTS.
2. ELEVATIONS AND CONTOURS ARE AS SHOWN ON THE ORIGINAL CITY APPROVED GRADING PLAN. DUE TO CIRCUMSTANCES WHICH ARISE SUBSEQUENT
TO THE PREPARATION OF THIS SITE PLAN, CONTRACTOR IS ADVISED THAT ELEVATIONS SHOWN HEREON SHOULD BE VERIFIED PRIOR TO CONSTRUCTION.
3. ALL DRAINAGE ARROWS AND PERCENTAGES ARE SHOWN WITHIN DRAINAGE EASEMENTS AND ARE SHOWN FOR CLARITY PURPOSES AND ARE DESIGNED
TO HAVE CENTERLINE OF DRAINAGE SWALES INLINE WITH PROPERTY LINE, UNLESS OTHERWISE NOTED.
MODEL: 4020-A BASEMENT: YES GARAGE: RIGHT
TOWN: FORT COLLINS COUNTY: LARIMER LOT TYPE: A
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
E N G I N E E R N GI
EHTRON R N
PHONE: 970.221.4158
www.northernengineering.com
NOT TO SCALE
KEY MAP
CENTURY COMMUNITIES
PEON
Y
W
A
Y
MINIMUM SETBACKS:
Livable Front Setback = 15' from ROW/Lot Line
Garage Front Setback = 20' from ROW/Lot Line
Sideload Garage Front Setback = 15' from ROW/Lot Line
Sideyard Setback = 5' from Lot Line
Rearyard Setback = 15' from Lot Line
FG = FINISHED GRADE
TF = TOP OF FOUNDATION
FF = FINISHED FLOOR
OV = OVERALL
FOG = FRONT OF GARAGE
BOG = BACK OF GARAGE
1" = 20'
0
NOTE:
Contractor to verify sanitary sewer
clearance prior to construction
202010X
3'
D
R
N
G
&
G
R
A
D
.
E
S
M
T
.
9' UTI
L
I
T
Y
EASEM
E
N
T
DRIVE
3'
D
R
N
G
&
G
R
A
D
.
E
S
M
T
.
79.59
73.20
FF= 78.60
TF = 77.42
FG = 76.75
74
.
5
7
6' UTI
L
I
T
Y
EASE
M
E
N
T
3-
C
A
R
GA
R
A
G
E
FO
G
=
7
5
.
6
0
PORC
H
FG=77
.
9
3
75
.
8
4
LEGAL DESCRIPTION: LOT 2,
LAKEVIEW SUBDIVISION,
ADDRESS: 1214 PEONY WAY
76.33
PLOT PLAN
FOR
78.15
74.74
75.02
76
.
1
9
76.17
77
.
9
3
S69°2
1
'
3
0
"
W
6
0
.
0
0
'
S2
0
°
3
8
'
3
0
"
E
1
0
0
.
0
0
'
S69°2
1
'
3
0
"
W
6
0
.
0
0
'
BO
G
=
7
6
.
0
5
75
.
8
0
76.75
76.27
76
.
7
5
75
.
2
0
S2
0
°
3
8
'
3
0
"
E
1
0
0
.
0
0
'
75.0
0
73.
5
0
73.
8
3
75.6
0
75
.
6
0
63
.
3
'
O
V
27.0'6.0
'
13.0'
43
.
5
'
18.5'7.5
'
0.4'
16
.
3
'
0.4'
2.0
'
21.5'
10.5'
18
.
5
'
11.0'
19
.
0
'
44
.
3
'
18.5'6.5
'
75.8
9
74.
7
7
6.0'
15.8'
14.0'
6.0'
14.0'
15.0'
NOTE: 4 STEPS REQUIRED FROM PORCH
*CONTRACTOR MUST VERIFY LOCATION
OF STEPS PRIOR TO CONSTRUCTION*
REFER TO STRUCTURAL DETAILS
75
.
4
0
75
.
2
2