HomeMy WebLinkAbout27. Road and Trail Cross Section Details2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
12.0'
PROPOSED GRADE
30.0'
6.0'
SHOULDER
60.0' R.O.W.
EXISTING ROAD
SURFACE
12.0'
SLOPE ® 2%
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
EXISTING ROAD SUBGRADE TO
95% STANDARD PROCTOR
12.0'
3" ASPHALT
30.0'
SLOPE ®2%.�
6.0'
SHOULDER
6.0
DRAINAGE
12.0'
SWALE
6" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
TYPICAL ROAD SECTION - CR 125
DRY PARK ROAD
7.0'
15.0'
N.T.S.
30.0' EASEMENT
2:1 SLOPE MAX. (TYP.)
12" OF CLASS 2 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
PROPOSED GRADE
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
8.0'
SLOPE @ 2%
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
SUBGRADE TO 95% STANDARD
PROCTOR
8.0'
15.0'
______SLOPE -6 2%
9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
TYPICAL DRIVEWAY SECTION
LOTS 1 THRU 6
N.T.S.
9.0'
15.0'
30.0' EASEMENT
7.0'
3.0'
DRAINAGE
SWALE
2:1 SLOPE MAX. (TYP.)
PROPOSED GRADE
E0'
SLOPE ® 2%
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
SUBGRADE TO 95% STANDARD
PROCTOR
6.0'
15.0'
(SLOPE 2%
9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
TYPICAL ACCESS ROAD SECTION
EXITING TANK TO NEW TANK
N.T.S.
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
PROPOSED GRADE
8.0'
TRAIL
2.0'
DRAINAGE
9.0'
SWALE
r
2.0'
1.5'
L
SLOPE CO 2%
2:1 SLOPE MAX. (TYP.)
4" CRUSHER FINES
COMPACT TO 95%
STANDARD PROCTOR
WEED BARRIER
TYPICAL TRAIL SECTION
N.T.S.
1.0'
i
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
2:1 SLOPE MAX. (TYP.)
EXISTING GRADE
EXISTING GRADE
15.0'
PROPOSED GRADE
30.0'
4.0'
SHOULDER
60.0' R.O.W.
11.0'
SLOPE ® 2%
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
SUBGRADE TO 95% STANDARD
PROCTOR
11.0'
30.0'
3/4" DOUBLE MAT
CHIP & SEAL
SL -OPE -Co 2%
9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
TYPICAL ROAD SECTION
SPRING VIEW DRIVE, SOPRIS WAY
10.0'
PROPOSED GRADE
25.0'
4.0'
SHOULDER
N.T.S.
50.0' R.O.W.
4.0'
SHOULDER
15.0'
6.0'
DRAINAGE SWALE
2:1 SLOPE MAX. (TYP.)
11.0'
SLOPE ® 2%
11.0'
25.0'
3/4" DOUBLE MAT
CHIP & SEAL
_� .SLBPE" ai 2%
4.0'
SHOULDER
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
SUBGRADE TO 95% STANDARD
PROCTOR
HIDDEN
TYPICAL ROAD
SPRING VIEW
VALLEY DRIVE
HIGH POINT
9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
SECTION
DRIVE
ELK RIDGE DRIVE
DRIVE
6.0'
PROPOSED GRADE
8.0'
SHOULDER/TRAIL
25.0'
N.T.S.
50.0' R.O.W.
6.0'
10.0'
DRAINAGE SWALE
2:1 SLOPE MAX. (TYP.)
11.0'
SLOPE
2%
11.0'
25.0'
3/4" DOUBLE MAT
CHIP & SEAL
_LOPE i 2%
4.0'
SHOULDER
6.0'
10.0'
DRAINAGE SWALE
18"-24"
TRAIL
WEED BARRIER
CONTRACTOR TO SCARIFY
AND RECOMPACT 8" OF
SUBGRADE TO 95% STANDARD
PROCTOR
SINGLE TRACK DIRT TRAIL
N.T.S.
N- 9" OF CLASS 6 AGGREGATE
BASE COURSE; COMPACT TO
95% STANDARD PROCTOR
TYPICAL ROAD SECTION
WITH ATTACHEC TRAIL
TRAIL TO BE HAND CONSTRUCTED TO
FOLLOW GROUND CONTOUR. USE EXISTING
STONES & DIRT TO PROVIDE MINIMUM
IMPACT TO AREA BY GRADING PATH WITH
MINIMAL DISTURBANCE.
24040/PUD-FinaLPian/DetaiUs/Cover Rodta'i=dwg
2:1 SLOPE MAX. (TYP.)
1.5'
1.5'
t
1
1.5'
APPROVED
FOR
CDNSTRUCTIDN
C
5/12/05
GARFIELD COUNTY COMMENTS
RTM
NO.
DATE
REVISION
BY
SOPRIS ENGINEERING, LLC
�IVIL CONSULTANTS'
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
CARFIELD COUNTY
SPRINGRIDGE RESERVE
PUD
ROAD/TRAIL CROSS SECTIONS
DETAILS
DES. RTM
CK. YTN
DR. RTM DATE 6/23/04
FILE NO.
24040.01
SHEET 84
OF 85