HomeMy WebLinkAbout2233 Shandy St - Site Plans/Single Family New - 11/09/2016SHANDY STREET
80.75'
N 15°28'44" W
30.00'
N 74°31'16" E
81.68'
N 15°28'44" W
76.66'
N 15°28'44" W
77.17'
N 15°28'44" W
75.30'
N 15°28'44" W
75.14'
N 15°28'44" W
CURVE DATA:
R=370.00'
CHD=30.28'
BRG=S66°44'53"W
25.00'
N 74°31'16" E
25.00'
N 74°31'16" E
25.00'
N 74°31'16" E
30.00'
N 74°31'16" E
CURVE DATA:
R=370.00'
CHD=30.28'
BRG=S66°44'53"W
CURVE DATA:
R=370.00'
CHD=25.05'
BRG=S71°01'58"W
0.04'
CURVE DATA:
R=370.00'
CHD=30.28'
BRG=S66°44'53"W
CURVE DATA:
R=370.00'
CHD=30.28'
BRG=S66°44'53"W
4.00'
6.00'
0.50'
0.50'
0.50'
2.33'
8.13'
6.62'
8.13'
0.50'
5.03'
5.00'
15.00'
14.86'
5.00'
LOT 19
2,377 SF
LOT 20
1,902 SF
LOT 21
1,877 SF
LOT 22
1,894 SF
6"
6"
6"
6"
6"
ELEV.
GR
34.91
ELEV.
GR
34.67
ELEV.
GR
34.47
ELEV.
GR
34.28
ELEV.
GR
34.08
ELEV.
GR
33.84
ELEV.
GR
35.89
ELEV.
GR
36.03
ELEV.
GR
36.18
ELEV.
GR
36.37
ELEV.
GR
36.60
ELEV.
GR
36.94
LOT 23
2,355 SF
TOF =
GD =
FF =
GS =
TYPE A
DRAINAGE
TOF =
GD =
FF =
GS =
TYPE A
DRAINAGE
TOF =
GD =
FF =
GS =
TYPE A
DRAINAGE
TOF =
GD =
FF =
GS =
TYPE A
DRAINAGE
TOF =
GD =
FF =
GS =
TYPE A
DRAINAGE
BUILDING C
5 PLEX
CLIENT: PROJECT LOCATION:
D
ATE:
PROJECT #
SCALE:
DESIGN/CHK:
DRAWN:
OF
CTL THOMPSON
CTL I THOMPSON INCORPORATED
400 North Link Lane
Fort Collins, CO 80524
P:970-206-9455
F:970-206-9441
www.ctlthompson.com
SHEET
I N C O R P O R A T E D
BUILDING
ENVELOPE,
TYPICAL
STORM DRAINAGE
PIPE
ELEV.
GRADE
1.25
LEGEND
PROPOSED ELEVATION
DRAINAGE ARROW
TOF = TOP OF FOUNDATION
TBW = TOP BACK OF WALK
GR = FINISH GRADE
GD = GARAGE SLAB AT OVERHEAD DOOR
GS = GARAGE SLAB AT BACK OF GARAGE
(6" ) SLOPE TO OHD TYPICAL
PERMEABLE
PAVERS
SITE PLAN
4' SIDEWALK
PATIO
DRIVEWAY
NOTE: GRADE INFORMATION PER FHA GRADING PLAN
ON SHEET G7 BY GALLOWAY ENGINEERING DATED
09.11.2015
5' UTILITY
EASEMENT
PORCH
PORCH
SCALE 1" = 10'
SITE PLAN - BUILDING C
(5 PLEX)
PORCH
PORCH PORCH
RETAINING/SEAT
WALL