HomeMy WebLinkAbout1.05 Road Profile Plan0
L
a
CU
Q
u
U
C
ruT-
rr
w
J
/
CD
C
C
a -
w
CD
L
U
ro
O7
C
O
J
L0
U
am
0
L
D_
/
Y
n
w
rn
0
CU
m
\
m
w
a
0
0
J
a-
5705
5700
5695
5690
5685
H7173HS
VKIYtWfiT YL/ -\N
HORIZONTAL GRAPHIC SCALE
1" = 50'
0 50 100 150
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
5705
5700
5695
5690
5685
16'
2 8' 8'
2
�1 I
-2%
MAX_=7=_
�1
3 GRAVEL MATERIAL TO MATCH EXISTING DRIVEWAY CONSTRUCTION
2' 2'
2
-4% 1
1L_\
3
N . ICAL CRO55 5ECTION -16WIDE ENTRANCE DRIVE
1) ROADWAY DESIGN INTENDS TO FIT WITH EXISTING TOPOGRAPHY TO MAINTAIN CURRENT
SHEET FLOW DRAINAGE PATTERN. GRADING SHALL NOT CREATE CONCENTRATED FLOWS.
WHERE SUCH CONDITION IS UNAVOIDABLE, ADDITIONAL GRADING SHALL BE DONE AT OUTFALL
TO RESTORE SHEET FLOW AND / OR BLEND INTO NATURAL DRAINAGE PATTERN.
2) ROADWAY CROWNED STARTING STATION 5+00. MAINTAIN 3% MINIMUN CROSS SLOPE.
3) EARTHWORK CUT/ FILL RESULTS IN BALANCED SITE WITH NO IMPORT OR EXPORT OF DIRT.
PROJECT RESULTS IN NO INCREASED FILL IN FLOODPLAIN.
2 IN. X 2 IN. X 36 IN.
(f3/8 IN) WOOD STAKES *
BALE
BALE BINDING --/,111111 111111
UNDISTURBED
III III
GROUND
COMPACTED
BACKFILL
z * 2 STAKES PER BALE
SECTION VIEW
NOT TO SCALE
FILL
SLOPE
NOTES:
STRAW BALE BARRIERS SHALL NOT BE USED FOR PROJECTS EXTENDING MORE THAN 3 MONTHS.
STRAW BALE BARRIERS SHALL BE PLACED AT EXISTING LEVEL GRADE WITH ENDS TIGHTLY ABUTTING
THE ADJACENT BALES. FIRST STAKE OF EACH BALE SHALL BE ANGLED TOWARD ADJACENT BALE TO
DRAW BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. BOTH ENDS
OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN
BARRIER ALIGNMENT.
COMPACTED BACKFILL SHALL EXTEND APPROXIMATELY 4 IN. ABOVE GROUND LEVEL.
SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE ABOVE GROUND HEIGHT OF
THE BARRIER. DAMAGED OR DETERIORATED BALES SHALL BE REPLACED IMMEDIATELY UPON
INSPECTION.
ANY SECTION OF STRAW BALE BARRIER WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE
IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET (STANDARD CONSTRUCTION DETAIL #4-6).
BALES SHALL BE REMOVED WHEN THE TRIBUTARY AREA HAS BEEN PERMANENTLY STABILIZED.
STANDARD CON5TRUCTION DETAIL
5TRAW BALE 13ARRIER
0
z�
O
a
H a
V z�
o�
z
a
J
M LO
CU
N Ql
Z • O
O °'LD
CD "2
cc
0a
MLL=
W .
O •-
� c
�0�
V� O (f.
• 0
3
� 13
Y 3
cc: CD
�Z a- rn
V J
a0
D_ co
cnW
Dw
0z
0
z
H =
n
W 0
J
w
x
w
Z
0
H
r
a
H
u
cn
Lu
Cl
Ll
(D
LC-)
I
u�
o
coco
W
C\j
Lo
SEDIMENT AND EROSION CONTROL NOTES:
0
+
Lc-)
i
1. ALL BARE AREA SHALL BE SEEDED AND STABILIZED IN ACCORDANCE WITH
z
U
W
H
5680 j
i + T t'
> �
--------- -5680
LOCAL CONSERVATION DISTRICT REGULATIONS. SEED MIX FERTILIZER AND APPLICATION
Q �
z
w
RATES SHALL BE BASED ON RECOMMENDATIONS OF GARFIELD COUNTY VEGETATION MANAGER.
cn +,
,0- w.
M
W
H Q
ojQl
r it U
o
;I\
ICD
T�
W (�
lJ
W -0
C\J
ILC)
J
U
5675---+-
rr
' Q- -- 5675
xx
-�
LL -i
>
ILLJ
IJ
2:1 SLOPE OR
FLATTER— , LL
W —JW
o
a
Iw
0 H
m
U
I—I
STRAW BAIL BARRIER
ON DOWNHILL SIDE OF
Q
Qi
Q
'---------------
0� ' V
STOCKPILE AS INDICATE
(� N
5670r0
--------------- --------------------------------- ------------------------------'------------------------------'---------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
--------------- 5670
ON PLANS
W
z H
o a
OD
0 H 3
0 o
o r-
Q
Z
co
CD
----;
5665
T T
---------- - ---------------- -------------
L£3
- -- --5665
-p J
NOTEScn -
Lu
1) STOCKPILES TO BE STABILIZED IMMEDIATELY.
2) STOCKPILE HEIGHTS MUST NOT EXCEED 35'
3) STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
E
4) MAINTAIN STOCKPILE SURFACE IN ACCORDANCE
z
WITH TEMPORARY STABILIZATION NOTES.
W
`z
DRIVEWAY PROFILE
TEMPORARY 501L 5TOCKPILE DETAIL
w
x
N
m
o
CLIENT
LONGACRE
EQUINE
VERTICAL GRAPHIC SCALE
DRAWN BY
REL
DATE
3/1/19
LEGEND
1" = 5'
EXISTING GRADE
...
0 5 10 15
JOB NO.
NA
SCALE
AS NOTED
PROPOSED GRADE
FILE NAME
PRJD_LE
Ranch 4
SLANTED TEXT EXISTING FEATURES ARE LABELED WITH SLANTED TEXT
SHEET #
VERTICAL TEXT PROPOSED FEATURES ARE LABELED WITH VERTICAL TEXT
3
of 3