HomeMy WebLinkAbout2.0 Final Road Design Plan & ProfileLOS AMIGOS RANCH
SUBDIVISION N0. 2 FILING NO.
NOTES:
1. Horizontal and vertical alignment of all roads shall conform
to the Garfield County specifications. If the road centerline
deviates from the right-of-way centerline, all cut and fill
slopes shall be contained within the right-of-way.
2. There will be a minimum of 50.0 feet transition between Type 1
and Type 2 typical cross sections where the transition occurs
along the same alignment.
3. Subbase and base course depths will be based upon a certified
soils analysis submitted by the project developer. The depths
must meet or exceed county specifications.
4. The designs shown herein are based on a subbase course depth of
9 inches minimum, with a maximum aggregate size of 6 inches.
It is the suggestion of this office that a certified soils
analysis be run on the existing material to cetermine if the
subbase course may be deleted. If said soil= analysis shows
stable material, the county may allow the surtase deletion.
5. Base course
placed to a
base course
depth shall be a crushed gravel
compacted minimum depth of 3".
shall be 950/0 proctor density.
aggregate material
'fie density of the
(AASHO T18074)
6. The surface course depth shall be an asphalt chip seal mat
minimurr 3/4" aggregate material, meeting Col'rado State Highway
specifi.ations for material and construction methods.
7. Slopes for cuts and fills shall not be Less than 1.5 to 1.0
except in rock cuts which shall be approved ly the County Road
Supervisor.
3. Final locations and elevation for all culverts shall be staked
in the field prior to construction -
FINAL ROAD DESIGN
PLAN AND PROFILE
VICINITY MAP
(SCALE 1 500)
60.00 FT. R.O.W.
30'
30'
t
R.O.W. i
R.O.W.'-N
KKBNA
Scarrowi Walker
Incorporated
Consulting Engineers
Land Surveyors
1001 Grand Avenue
Glenwood Springs Colorado 91601
303 945 9664
15'
15'
e
TYPICAL FILL
SECTION
wag
13'
13'
11'
s
0 02 PER FOOT
Ati
1•
30'
s
TYPICAL FILL
SECTION
F
TYPICAL CUT
SECTION
YPICAL CROSS SECTION
TYPE 111
(NOT TO SCALE)
LEf:EiND :
A Asphalt Chip and Seal Surface
B = Base Course (3" Min.)
C = Subbase ('nurse
(9" loin.)
60.00 FT. R.O.W.
13'
t
3
11'
9'
0.02' PER FOOT
30'
TYPICAL CUT
SECTION
C,
TYPICAL CROSS SECTION
TYPE
(NOT TO SCALE)
I2
NOPE. Typical cul-de-sac is 30.0 feet
radius from center to paved edre
with a 2.0 foot wide shoulder and
ditch section as shown above.
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Revision Schedule
date no. by
dawn by
CJ.
clecked by
T H.
scale
AS NOTED
date
'1/30/80
SITUATED IN PART OF SECTIONS
5 , 6 , & 8 , T. 7 S., R. 88 W.
OF THE 6TH. P.M.
GARFIELD COUNTY, COLORADO
sheet number 1
of 7
job no.
4 693.2 3
•
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LOS AMIGOS RANCH LOS AMIGOS DR.
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10+00 11+00 12+00 13+C 14+00 15+00
16+00
17+00
18+00
19+00
K K B N A CODENVEIR CONORADO S
20+00
21+00
22+0(
23+00
24+00
25+00
SCALE: AS
NOTED
JOB NO.; 4693.23
26+00
DRAWN: C.J.
CHECKED: T.H.
27+00
APPROVED: M.S.O.
DATE 1/30/80
SHEET 2 OF 7
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-1- INCH - 100 FFF-T -(HfQR)
1 INCH -41O FEET WEPT)
24+00
25+00
4-
26+00 27+00
28+OC 29+00
30+00
31+00
32+00
LOS AMIGOS RANCH LOS AMIGOS DR.
33+00 34+00
35+00
36+00 37+
38+00 39+00 40+00
41+00
42+00
43+00
44+00 45+00
46+00
K K B N A CODENVEIR COLORADO S
47+00 48+00 49+00
SCALE: AS
NOTED
JOB NO.: 4693.23
50+ 00
DRAWN: C.J.
CHECKED: T.H.
51+00
52+00
APPROVED: M.S.O.
DATE 1/30/80
SHEET 3 OF 7
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a
PLAN SCALE
1 INCH = 100 FEET
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SUBJ CT TO
RE ISION
50+00 51+00 52+00 53+00 54+00 55+00 56+00
57+00 58+00 59+00 60+00 61+00 62+00 63+0 64+00 65+00 66+00
LOS AMIGOS RANCH OS AMIGOS DR.
67+00 68+00 , 69+00 70+00 71+00 72+0. 73+00 74+00 75+00
4
PROFILE SCALE
1 INCH = 100 FEET
HOFS)
1 INCH
10
EET (V
ERT)
KK B N A CODENVEIR. COLORADO S
SCALE. AS
NOTED
JOB NO.:4693.23
DRAWN: C.J.
CHECKED:T.H.
APPROVED: M.S.O.
DATE 1/30/80
SHEET 4 OF 7
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OPEN SPACE a UTILITY EASEMENT
HAYRAKE ROAD IS TYPICAL CROSS SECTION TYPE 1 UP TO STA. 28+50
PLAN SCALE
1 INCH = 100 FEET
7010
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16+00
17+00
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19+00 20+00
21+00 22+0C 23+00 24+00
25+00 26+00
27+00
LOS AMIGOS RANCH HAYRAKE RD.
K K B N A CO=
IR COLORADO S
SCALE. AS
NOTED
JOB NO.:4693.23
DRAWN: C.J.
CHECKED: T.H
APPROVED: M.S.O.
DATE 1/30/80
SHEET 5 OF 7
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SECTION TYPE 12
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STARTING AT STATION 28+50
LOT 4
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7100
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PLAN SCALE
1 INCH = 100 FEET
-r—
291-04
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+)0
39+00
1•Iw
SRO ILE S ALE
= 100 =EET 4HORa
1 E3 kET
(VERT):
LOS AMIGOS RANCH HAYRAKE RDS
KK BNA CODENVEIR COLORADO S
SCALE AS
JOB NO.:4693.23
DRAWN: C.J.
CHECKED: T.H.
APPROVED:M.SO.
DATE 1/30/80
SHEET 6 OF 7
SCALE S
NOTED
JOB NO.: 4693.23
NCH =
1 INCH
100 FEET tHOR3
10 FEET (VERT)
APPROVED M.S.O.
DAT E 1 /30/80
HAYRAKE ROAD
28+10.74
PROPOSED
0
N
0
0
LOT 1I
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4.0
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EXISTING 0
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ALL OF DEERTRACK COIAT IS TYPE 2 TYPICAL CROSS SECTION
--
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4
to
PROPOSED
FINISHED GRADE
(.AND MINIMUM
COVER GRADE)
IW
J w
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0+00
LOS AMIGOS RANCH DEERTRACK CT.
1+00
0
w
z
w
0
-84.72
EXISTI1G GRADE
(ROUGH CUT)
PLAN SCALE
1 INCH = 100 FEET
2.0% MINIMUM 1N CUL-DE-SAC
2+00 3+00 4+00 5+00 6+00
7+00 8+00
PROFILE SCAL5
K K B N ► S
DRAWN: C.J.
CHECKED: T.H.
SHEET 7 OF 7