HomeMy WebLinkAbout2.0 Site PlanGRADING PLAN
BOULDER ROCK WALL
Sf
ax•u. •I �rrl.S4 ax�rai!
111.01 ED
v 'Ctrtl+c+F
N I.
TOP CAP WATER WELL
SITE PLAN
SHROCK GARAGEIADUPARCEL 3
0055 FARANHYLL RANCH RD
GLENWOOD SPRINGS, CO
PARCEL 3 FARANHYLL RANCH
GARFIELD COUNTY COLORADO
560 0]
IRRIGATION OVERFLOW DRAINAGE Zf .51017
6
/.'ID WAIL
00041. STEPS
810836'!8
6581.18 -••.
6579 95
6581 03
TMW -6584.81
•asul 6607 I4
rr
TOIT- GARAGE
658858
6507.52
0 RAEU.
.10�141 STEPS
4xl7r IMO. 9905311
WV
EXISTING
CONCNETE
DRIVE
Yplry
TOIL, 58r.r1,1uP
T. Of
FF CAF 0[
•0583.48
N NO. 502929
PROPOSED GARAGE
34 X 281
8.111471•
.
u8A8:x u
7r1:LON LINE
DRAINAGE
CNE 5MR!
2CAR GARAGE
2 BEDROOM
HOUSE
GRAPHIC SCALE
=CONIFEROUS TREE
w 10 b
( IN FEET )
I inch = 20 fl,
PARCEL 1
,M172'44-
1060W
M671'µ.
UTILITY
ACCESS EASEMENT
RECEPTION
NO 50292
PARCEL 3
FARANHYLL RANCH
0055 FARANHYLL RANCH RD
GLENWOOD SPRINGS. CO
81601
PARCEL 4
PAVED
N0 RD
rur000L4
x03108
RD
6O'
R.O W
r
lIaV1p[R
RO
/ LA
WALL
600' ROW.
COUNTY RD 117
CREEK
FOUR MILE
(COUNTY RD 117)
ROADWAY
)
[444$1.1111. RANCH RD
617 R0.W
PARCEL S
FARANHYLL RANCH
•0050 FARAYNRI
RANCH RD
GLENWOOD SPRINGS. CO
81601
PAPE 504AII.
FLOOD
ZONE B
DRAINAGE OVER T�3n�
R[0800010 /LOW 15 [DSTN FEMA
N£M01C llSir..!^. MAP
COMMUNITY
PANEL
\2L1.4•,!: ..,LT�JI. � \. r20B1885
uARv
1 Q
CONCRETE
oCRETE
Pa
BUILDING ENVELOPE
RECEPTION NO 502929
vnt0uao
48
34'4' 2 % 28'
1 \ 't 1r0.
1HEANSFORMER,
CATV
G
PEDESTAL• e
TSTELEPHONE
PEDESTAL CONCRETE
SPRING
,� Tf0:11• -Y
PIMISPC
PIPELINE
1 \
ba0•N6 1.NAL000Prta.f:ItON NO. 101929'
00:
PARCEL 12
GRAPHIC SCALE
( IN FEET )
1 inch = 80 ft
1 SITE PLAN WAS PREPARED FOR THE INTENT OF BUILDING A
GARAGE WITH AND ADU UNIT ABOVE
2. ELEVATION DATUM WAS ESTABLISHED FROM ORIGINAL HOUSE
STRUCTURAL DRAWINGS HOLDING A FINISHED FLOOR ELEVATION
OF 6584.00 THIS ELEVATION RELATES TO NAVD 29 WHICH
MATCHES THE EXISTING FEMA FLOODPLAIN DATA FOR TF115 AREA
ESTABLISHED IN 1986,
3. PROPOSED GARAGE SLAB 10000'=658214
4. DATE OF FIELD SURVEY 15 7-02-18
P1+rw er REW
y3.
7-06-18
nvran B, REW
__=, wn
180.5
.911.312018-1803
.94r, I
0' /