HomeMy WebLinkAbout1612 Streamside Dr - Site Plans/Single Family New - 04/13/2009%
\ Is 11 \ 1\
Ld
Ld
V)
LLJ N
Ln
(J�
CN TOP OF SUBFLOOR
ELVATION =29.3
TOP OF FOUNDATION
WALL ELEVATION 29.1
X X\
[2o)
FINISHED BAS�M�EN
1 'o FLOOR ELEVATION =20.4
20.4' GARAGE HIGH '3'
POINT TOP SLAB
ELEVATION 29.3
TOF=29.1
0
c)
00
0 ON.
0 PE E7
cf)
283
LOW POINT A.
4
TOP SLAB 4
.VLEVATION =28.8 WALK- MUST BE
FLUSH WITH T.O.F.
ELEV.=29.3'±4" MAX.
193
n A
;4:
4 4.
Al
4
LEGEND:
Op 10' I #28.7 = FINISH GRADE ELEVATION
4 t)r = EXISTING GROUND SHOT
EXISTING GROUND CONTOUR
04�42" —[20]— = PROPOSED CONTOUR
SIT TOF = TOP OF FOUNDATION
-Z� LOT AREA = 74,674 SQUARE FEET
Boy���
JL
20 0 20
SCALE 1"=20'
SITE
LOT 79 GREENSTONE P.U.D. PHASE 3
FORT COLLINS, COLORADO
1612 STREAMSIDE DRIVE
03-16-09 26' WIDE GARAGE
02-04-09 PER ARCHITECT'S