HomeMy WebLinkAbout7.0 Topography, Drainage & Road Profiles10,000 GAL. BURIED WATER
TANK FOR FIRE PROTECTION
GRAPHIC SCALE
40' EASEMENT
( IN FEET )
1 inch = 50 ft.
EXISTING ROAD FILL IN GULLEY TO BE REMOVED AND REPLACED, COMPACTED
INTO RIDGE FROM WHICH IT WAS ORIGINALLY EXCAVATED, TO
PROVIDE DRAINAGE PROTECTION FOR THE UPPER HALF OF
THE LOT I/1 BUILDING ENVELOPE.
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NOTE:
1. EXISTING TOPOGRAPHY PROVIDED BY CLIENT AT 50 FOOT INTERVALS
WITH INTERMEDIATE CONTOURS INTERPOLATED BY HIGH COUNTRY
ENGINEERING, INC.
2. WATER STORAGE TANK SHALL BE MANUFACTURED FOR INSTALLATION
BELOW GRADE. THE TANK SHALL BE INSTALLED IN THE LOCATION
DESIGNATED ON THE PLANS AND SHALL BE INSTALLED IN FULL
CONFORMANCE WITH ALL APPLICABLE RECOMMENDATIONS BY THE
MANUFACTURER. IN ADDITION, SOME FINAL SITE GRADING AND
DRAINAGE DITCHES WILL BE NECESSARY TO PROTECT THE TANK
SITE.
EAST EDGE
6230
- 6220
EXISTING BERM TO REMAIN IN PLACE
_ a1111unmrornr�yj
- goo R�;
6?10 0�.•'q PA
V:C `ti •a
tl— + • ' i
3�0 J
wk ` te,
wmxul�"�
/1,
ISSUED FOR CONS TRUC TION"
2/26/93
\LOSDRAIN 2/08/93
REMOVE EXISTING DRIVEWAY FILL AND—
REGRADE TO MATCH HIGHWAY DITCH---
SEDIMENTATION/DEBRIS BASIN, EXCAVATE
BELOW EXISTING GRADE TO AVOID CONSTRUCTION
OF BERM. VOLUME APPROX. 1 ACRE FOOT WITH A
DEPTH OF APPROXIMATELY 4 FEET
APPROXIMATE LOCATION OF EXISTING
24' CMP UNDER HIGHWAY 82.
FLOWLINE EL. 6290*
HIGHWAY #82
APPROXIMATE LOCATION 0
EXISTING 18" CMP UNDER DRIVEWA1
6200
APPROXIMATE LOCATION OF EXISTING
24" CNP UNDER HIGHWAY 82.
REVISION
PETER GREEN
CARBONDALE, COLORADO
LOS ADOBES
SITE TOPOGRAPHY AND
PROPOSED DRAINAGE IMPROVEMENTS
DATE 2/08/93
FILE N0.
90042.003
SHEET 2
OF 4
W
LOT 7
LOT 5
LOT 4
m
J' I
- 177'17'47
R - 80.00'
T = 3390.12'
L = 247.55'
CB = N 01'14'59" W
C = 159.96'
D - 33'28 54
R - 150.00'
T = 45.12'
L = 87.65'
CB = N 70'39'27- E
C = 86.41'
STA, 14+pp MA CH
PT. i5+9226. .���1■ LINE SEE SHEET 4
p = 46'27 00
R = 150.00'
T - 64.37'
CB = N 30'41'30" E
C = 118.30'
44
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30 .74'
N89'5 '53-W
5076. 440
e7T0 _f '`5'591.161_ 7
_ —
6240
6230
6220
6210
6200
SCALE: 1" = 50' HORIZONTAL
10' VERTICAL
---
s
N 4997.8853—
E 5586.3112
-- _ -
p = 90'52130-
R = 80.00'
T = 81.23'
L = 126.89'
CB - N 44'2738" W
C - 114.00'
- 1+w.54 i�r _
P �J�/ INIC Si •
•-•a
N63
2473
8029;3g%V\E 6298
-202.70, ,
• ase .
_ 57.94
1400 N 4947.'5e65
E 5670.1829
6190 .
6180
HIGHWAY #82
00' VC 51
oe
PROPOSED GRADE
INSTALL 55 L.F. 16' CNP
N 4964.4573
E 5843.9572
N89'20'00'1
197.39
"1
o�
40
PN STA . e+e0
PN E1LV � e22256 1^
W
PN STA -4+60
�N ELEV . 0141.36
EXISTING GRADE
3+00
EXISTING ELEVATIONS
EVERY 50 FT. (TYPICAL)
r
r n `grl n�
10 �
01p X10
4+00
\ PROPOSE/ATIONS
EVERY 5r TYPICAL)
10b
5+00
nq�
r •
10m
n1O
N �
Fitt Fitt
6+00
N
rn
7+00
8+00
STA. 1+00 TO STA. 14+00 DRIVEWAY
NOTE: ALL STATIONING ALONG DRIVEWAY IS CENTERLINE STATr'Nihic
N 5116.7540
E 6041.3338
+-
50
25
GRAPHIC SCALE
200
( 1N FEET )
1 inch = 50 ft
--t
i
8"o CAP
H Oj t` �
NN N N
10 r0 tp r0 �
10+00
11+00
�n �N
f�V N N N
12+00
i
N N
13+00
6170
6290
6280
6270
6260
6250
6240
6230
6220
6210
6200
6190
6180
i:1704
14+00
"ISSUED FOR CONS TRUC T/ON"
2/26/93
6160
\LOSDRPPI 2/08/93
REVISION
Y
1-924-1 COUNTRY ENCNEERINO, NC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81801
(300)945-8878
PETER GREEN
CARBONDALE, COLORADO
LOS ADOBES
DRIVEWAY PLAN & PROFILE
STA. 1+00 TO STA. 14+00
DES. YIN
CK
DR. HMS
DATE 2/08/93
FILE N0.
90042.003
SHEET 3
OF
4
6350
6340
6330
6320
6310
6300
6290
6280
6270
LOT 7
SCALE: 1" = 50' HORIZONTAL
1" - 10' VERTICAL
N88'38131"E
N 6001.7640
E 6041.3338
N 5797.793 -
\ 8
E 3489.3848
S 3311'42" W
37.00'
14+00
EXISTING ELEVATIONS
EVERY 50 FT. (TYP.)
PROPOSED GRADE
LOT 5
5786.9172
EN 5,89.1277/
>a
GRAPHIC SCALE
25 50 100
/ CENTERLINE OF PROPOSED
DRIVEWAY
( IN FEET )
1 inch = 50 ft.
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\ �s4'0
\ \
4
+- -
EXISTING GRADE
mo, rna, o0
N N N N M M
15+00
t
m b
803
M
16+00
17+00
R
o ,DN 1„M
an n �p
�D 10 �O
PROPOSED
ELEVATIONS
STA. 14+00 TO STA. 19+40.26 DRIVEWAY
EVERY 50 FT (TYP
NOTE: ALL STATIONING ALONG DRIVEWAY IS CENTERLINE STATIONING
19+00
6350
6340
6330
6 320
6310
6300
6290
6280
6270
75.38'
a 134.61' l
N 24'40'09% W
C = 127.66'
L 0 T 4 Pc -75+093,
N
N5:19.8405
E 9.8247
/ j
" / i
( /
7
A TCH LINE
SEE SHEET 3
STA. 14f 00
i
LOT 1
N
NOTE:
STRIP ALL TOPSOIL UNDER
SCARIFY AND RECOMPACT
STANDARD PROCTOR
NEW CONSTRUCTION,
SUBGRADE TO
TYPICAL
6" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
STANDARD PROCTOR
95%
DRIVEWAY SECTION
N.T.S.
\LOSDRPP3 2/10/93
200
N0.
DATE
REVISION
Y
PETER GREEN
CARBONDALE, COLORADO
LOS ADOBES
DRIVEWAY PLAN & PROFILE
HIGH caiNTRYENaNc STA. 14+00 TO STA. 19+40
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(303) 945-8676
DES. YTN
CK.
DR. HMS
DATE / /93
FILE N0.
90042.003
SHEET 4
OF 4