HomeMy WebLinkAboutGrading Plan SURVEY 24X36 (1)z
z
MO33 30VNIV210
PROPOSED SC250 EROSION FABRIC
L J
AIG 13AVIO ONIISIX3
PROPOSED BUILDING FOOTPRINT
NIV1d0001d VW33
m
D
S11W1l NId1d0001d
V
31VMS 03SOd08d
0
0
�IONIW ONI1SIX3
C)
0
z
0
C
0
0
ifO1N00 8OCVW ONI1SIX3
3Nn 101 ONI1SIX3
nrn
C/
rn
z
0
W (b
m•
nm
mo
()m
-I D
o
Dm
5�
O
cn
z
D
C')
ao
D
W
N
m
W
m
D
m
r
0
C)
O
C
Z
-o
m
C)
0
D
r
r
N
m
C7
m
N �I
o•
0)
m
x
W
Z
TOPOGRAPHY ESTABLISHED BY A FIELD SURVEY CONDUCTED BY HCE IN
0) X1 C
m�
-
m O
zz
N
co 0
m D
- -0 D
m0
p
070m
=m0
�Z
zOm D
m
Dm
O m M
0 -0
• m
rn
m�
ao
-0 _
O m
Mo
-{ Z
o>
zC
mo
73
o
F�
co O
mm
11
2 2
mm
W
m
✓
W
MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS.
D
r
r
W
mD
Z
0
0
Mr=
Nr
m1
0 m
m
mm
D
Z -1
cn
* -o
o
or -m
F D
Dm(
Z��
mzm
I p0
mm>
Z
N W
2 N
Ln m
zoo
< rn
mcn0
O (b
> -1
u)D0
m w co
rn 70 m
• 0->
0
0
mz
tJm
M0
0
2
S1V131V1 NOI1fl9I 1510
0D
0M�
Z m
cnD-�
z
mrm
-Io
0 C D
Z
Z
mOD0
m m 7)
- m
m D
xr
m
r-
0
-0C7
V) -I0
Z0z
. >
Z
0m=
roc
=0n
m z
-0 D
o
-0 O -1
0
m2J
o
- <- =z
O r 0
arm
mz2J
x 0
D
> 0 0
m00
m�
CO 0 m
- C
5 a))
m
D
DZC C.J
z O
- ‹ Z
2 -I
0 m Z D
> C r
W 0 r
D C C
M nr =
r_
�rm�
-+ 0
P p < W
o0
a) 0 m 0
=I
Z p 1
m m O
a). cz
�) 00
C H 2 m
m 1 o
-1mCo
o0-1
zz=0
O7mo
Dm
cn0Zp
m --X
73
171
cn
2 • O I
yD
r -I
Cc��
mm0W
0 mD
C° (J)
- <-0 r
0 m CO
=Zmm
mM�
Oco 1-
z
cnZXD
C mm
nr
O- CDz
zm cn
2
O 0
�m
0
N c -
r Z z r
-I11
Vroom
-0 n W D
�0- -1O
oz>z>
-1Dmp
z
OzKmp
z m m
OCC
77C�0Hz
c
0
0z0�m
-10
z>ZNPo
- o
D
ri0
r m cn
C 2 C
�ZO_l
mgr
Czz�
0" m
O >
D
z<rl
z0
rn CO
m
2 -0 Z
m
o m
xi
m m 0
-n W Z -+
mo-Hm
Z
0
0cn0ED
r - C D
oud
��r0
m
O p - O
z,�rz
00
� 0 D
mmm c
ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY SPECIFICATIONS.
® /
4
4
rn
0
ao
cri
Nlb ld000ld 2:IV3A 00 L B L209
30V2:1O HSINId 03SOdald
0 m
DO
Z<
D 0
o m
>
D
0 I -
C m
zm
00
co Mm
0
0 r
>0
D_
Z m
0
D
r
O
m
W
O_
r
D N
r z
m�
Jm
<F
c)
mm
ml
m
m
mm
r�
D -1
Zp
D r N
Z) 0 N N
- < D \ -
- 9 >
r 0
0 Z
- 00
rm
zm
D
m
r
0
0
0
D
D
Z
G)
01
O
0
o- p
c)
O
Z
-C
\
\
-H
-
\ 0
0
C D
m 0
cn
\ I
m ctrl
I -ow
m
mm
>73
Z -0
P1
/
/
/
/
1
J
/
/
1
\\ ////
IIII
\\--/� I iIIIIr/
\\ I 1 1 1 1
I \ I I 111 1
---
/
/ / /
I /
I
II
II
\
\
\
m
n
c-
\
/ /
\
\
EDGE OF CLEARING
012=18V. NOISOeR OSZOS AS 06
\ 1 \ \
\\ \
\ \
\
\ \ \
\ \ \
\ \ \ \
N
\
o�
Z O O
C
cmo
D
m��
rm0
M r C
<oZ
>00
o a co
Z D_ 0
Z Z N
F mc
Ami
D -H
=I 0
P0m
0
Loom
D O0
m co
D
Z
Oz
Z -rim
CrIX-I
2. 0 D
D
r D <
0 -1 m
-0m
m 0 C
W o
U) D
D
rm
>11
M
D _
M
rJ
rn
O r
oo•
cn
O
co
cor
Z
m
D
73
0
C
Z
0
I
m
m
U)
0
m
U)
0
-1
O 0
❑ _
0
m
Q n
o m
• ro
3
roo
m �
• D.
O O
N ▪ 7
CD ▪ fO
-
DJ
n
O 7
I11
7" 0
CD
In
o Unn
�. OSJ
0
ro w
5horeMax mat over RECP along the bottom edge.
N
w
0
3
v
CJ
r=r
w
n
0
N
a an
rr a
S DJ
S OJ
rD a
I-1 x
a m
N DJ
N
rC
m
N
m
m
0 -
DJ
o_
0
E
a
nJ
rC+
rD
0
U)
[D
0
m
n
a
N
0
m
1
0
3
v
a
w
0
3
a
0
0
-hm
r --r
Gr
DJ
0
in
m
m
o_
0
CD
m
0
3
a
D J
CD
ri
a
D J
0-
0 O
0-
0 0
a
0 0
3
0
-hrt
ro
(ti
0
•
DJS
DJ
n
DJ
a
0
3
a
DJ
rn-h
CD
m
r+
rD
P1
S
co 0 r+ In DJ
• 0
O -� - -• -t,
0 w In
n S r- Er ro D
M-
ro 0 a '1'7q in
% m r
N • 0 N S QJ
a 0 3 0. .03 CD
DJ n
°'
Cil
n 3 n
3 M. DI `C = N
O ro r* Cr - CDD
m X fo f0 III o_
m r_t (Ti m U _ 0 !
a a
-'
ro 0 O
r▪ o rDaaJ n 3
rt
7Cr+ N
S U1 1, IT, ".
ro S" , N
a ro
E
uo
a
3
Dl
1-1-
3
+
3 O
3
DJ
o-
3 3
m
a
m
a -
T
O
7
Di
D71
n •
UJ
aJ a
h n
fD 3
m
a
fD
Ln
L_n
rt
ni
CCD
DJ
a
0
3
DJ
CDD
0
3
DJ
m
rt
5-
7-
ro ro
U,
n
3
m
DJ
0
a
• or
m a
DJ DJ
In.
ua
O
C
I-1 T
• r--1
•
VI
7
n
S D1
8 j
rF N
rD
70 Lil
n o
In 3
• a
rt m
DJ D
DJ
X
CD
ro
vo
-h
m
m
n
N
DJ
O
0
fD
O
O
C3
a
IDD
ID
0
3
VI
rr
VI N
rF d
171 3 41;
ro
D a
cr
rr
• m -
D ,
▪ a
a a
R•
w x
0 3
- rC-CD
ln
CU N
3
< l• J•I
rD
DV •
a IR
VI
• N
0 Ln
a n
d 3
O
rD o
G-
5
5
uo -D
✓ D
O_
fD
ro
rD
w
0
D J
a
a
OJ
DJ
d
fD
r+
I1
O J
rD
D J
3
3
a.
rD
-uofelletsul wo}aq g lanai
tri
V, C
Ln
�r,
O m
-0
r+ a
m
7
DO
CU fr.
'--F
roDJ
a
r
R) VI
m
C
a
S-
RI OJ
"Cl
O
OJ
N
a
Di
0
N
For easier installation, lower water level from Level A to
VI
a
Ln
DJn
rp
D
,T]
m
n
3
r+
cr
CDD
tnro
CD
d
d
In
CDD
a
0
O
u,
0
Sd31S NOILY11V.SNI }INVOWV3d11S13Nl 1] IOHS
VI
a
a
fD
m
f•1
a
0
O
co
U,
0.
co
Di
11.J.
V,
ro
LO
fD in
CD
cr un
DJ 0
a, lip
-10 MI
3 ro
in 0
▪ 0-1
• o
12.1 o
47 5-
m▪ .
110
UO m
eo
0 10
DJ
0
fD
fD 0-I
tn
Su
rc
UO
CIJ
-10
suoi epuawwon
uope fel suI au!Iaaoys
r
\ \
� D �7
\ \ \ I m
\ DDm
\corI
>z0
r D m
< Ln
D -1
< ,D
m rz
_o
Z Z G7
G7 0
D 0
D m
< -o D
mz-1
co O W
O m
—1— O
mrn
D •
mom
Z
rz
C0O
I C D
Z
0 I
cn
0
00
r.
, I ..4t-'
' _gkei i
, , i /
,,>- i /
,z)A , ,
\_\c• /
I N
N N N
N N
N
\ li
N N
0
II
taj
0
OO'ZLO19I,Z
'ON 1D3COLId
THE B.C.S. GROUP, LLC
GARFIELD COUNTY, COLORADO
LOT A, SNOBBLE EXEMPTION
GRADING & EROSION CONTROL
FOR FLOODPLAIN DEVELOPMENT
HIGH COUNTRY ENGINEERING, INC.
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601
PHONE (970) 945-8676 - FAX (970) 945-2555
DRAWN BY:
LL
CHECKED BY:
RLN
DATE:
FILE:
NO.
DATE
REVISION
BY
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-06700 IN METRO DENVER
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
1
) -' ire • 4,
1 ,•,,,,,,,,P,(
..00L.Q7-.1-.._
.7......d 01,..., 11,
-74..".....
07,...... ,..../.,,,,7.
se
.._,
1st. 9iri
•
012
I
t , ,
•
•
ill)
•
i
---:, 00..
-NORTH -a,IrD
OO'ZLO19I,Z
'ON 1D3COLId
THE B.C.S. GROUP, LLC
GARFIELD COUNTY, COLORADO
LOT A, SNOBBLE EXEMPTION
GRADING & EROSION CONTROL
FOR FLOODPLAIN DEVELOPMENT
HIGH COUNTRY ENGINEERING, INC.
1517 BLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601
PHONE (970) 945-8676 - FAX (970) 945-2555
DRAWN BY:
LL
CHECKED BY:
RLN
DATE:
FILE:
NO.
DATE
REVISION
BY
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-06700 IN METRO DENVER
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES