HomeMy WebLinkAboutTED4102349.121 C(G)800 C8100130.DWG
Awl
N
W
(—
O
°�� o 0
a
°CD
w
ZIt
o
J
Q)co1 D
o
z
m W
C-
o
< I
Z
Q
° o
�3u';
0
d
°
0 N N
O N�
gym"
Z LLI
w >
U
W/^
V
°
W
Lli ~
�
SUBGRADE
>-
J LLJ
C/-)
ELEVATION
Qcn
EXISTING—
U
Z
�1
GROUND
93
EXCAVATION AFTER
is-]
Li
O
STRIPPING SEE
m
GENERAL NOTES
Rio
DETAIL
L
N
0
n�
a_
0
(1) 0
M
r'
N
W
F
00
p0
® O
L -
0 E
W
3�:Q
o
�w
N
E-
n n
1
a
�E
P.
w
P�
o
a
=�
m E
E
Q'N
_
N�
Z�
JJ
U F CD
� p
K
o
Z
�zz
0
O
Z O
V V
cn
o
40<
cn
Z
Q
W
�
U
a
a
2
J
m
N
W?i
o0]
Y
o�
>
W
oY
W
�R>J
2
V
Y
n
Q
00
W
0)
o
0
x
m
m
c�
0
0
0
O
U
o
0
0
N
N
N
�
00
0
n
w
O
w
Z
o
J
SCALE: NONE
SUBGRADE
ELEVATION
EXISTING
GROUND
EXCAVATION AFTER
STRIPPING SEE
GENERAL NOTES
DETAIL
SCALE: NONE
FINISH
GRADE
FINISH
GRADE
0
HEAVY ASPHALT CONCRETE_ PAVEMENT
—J
C
\7
ASPHALT TREATED BASE
3" ASPHALT
CONCRETE PAVEMENT
6" CRUSHED SURFACING
TOP COURSE
SUBGRADE
ELEVATION
12" MIN AGGREGATE
FOR GRAVEL BASE
o°
0 0
o 0
oo o
EXISTING
AS REQUIRED FILL GROUND
TYPE S 1 , GRAVEL
BACKFILL CLASS A OR B
1 C(G)800
9" ASPHALT
TREATED BASE
12" MIN AGGREGATE
FOR GRAVEL BASE
AS REQUIRED FILL
TYPE S 1 , GRAVEL
BACKFILL CLASS A OR B
PI1C(G)800
FINISH
GRADE
0 o 0
oo
0
o <
o 0
DETAIL
SCALE: NONE
O o
0 0
o o
0 0 0
0
0
0 0
0
0
o
0
2" ASPHALT
CONCRETE PAVEMENT
4" CRUSHED
SURFACING
TOP COURSE
12" MIN AGGREGATE
FOR GRAVEL BASE
AS REQ'D FILL TYPE
S 1 , GRAVEL BACKFILL
CLASS A OR B
/�\
EXCAVATON AFTER
STRIPPI''gG SEE
GENERAL NOTES
STANDARD ASPHALT CONCRETE PAVEMENT
P 1 C(G)800
EXIS1
GROI
EXCAVATIO1. _..
STRIPPING SEE
GENERAL
GRADING NOTE 2
SCALE: NONE
LANDSCAPE AREAS
J
J
�o
U 1—
m Q
w>—
�o
Q U
�Ln
�00
OQ
wg
� U
GENERAL GRADING NOTES
1. IN CUT SECTIONS CUT TO SUBGRADE ELEVATION
AND PROOF ROLL REMOVING ANY SOFT SPOTS
AND REPLACING THE REMOVED SOILS WITH
GRAVEL BACKFILL CLASS A OR CLASS B.
0
2. IN FILL AREAS STRIP ROOTED GROUND
w
MATERIAL AND REMOVE LUMPED SOIL MASSES,
PROOF ROLL SURFACE REMOVING ANY SOFT
SPOTS AND REPLACING THE REMOVED SOIL WITH
Li
GRAVEL BACKFILL CLASS A OR CLASS B.
Q
3. FILL TYPE S 1 CAN BE IN PLACE OF GRAVEL
BACKFILL CLASS A OR B FILL IF IT CAN
BE COMPACTED TO THE DESIRED DENSITY.
NOTE IF LAYER OF FILL IS LESS THAN 6
INCHES, USE GRAVEL BACKFILL CLASS A
-
OTHERWISE USE GRAVEL BACKFILL CLASS A
OR CLASS B.
1 C(G)800
Aullik
'q4L 9
GRADING LEGEND
999 POINT ON TOP OF CURB, OR ATB PAVING.
SEE TABLE FOR ELEVATIONS,
DIRECTION OF FLOW
17.80 PROPOSED SPOT ELEVATION
17.00 PROPOSED ELEVATION
GRT TOP OF GRATE
AREA TO RECEIVE
6" TOPSOIL
J. SC
1.6
�o�, .pF�/22�0
ONsArL�K�y�,ti
EXPIRES: 06/05/'00
RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
IS NOT RESPONSIBLE FOR ACCURACY OR
COMPLETENESS OF CONTRACTOR'S RECORDS.
`RECORD DRAWING
RECOMMENDED BY 1
BY
FOR APPROVAL BY
1 iAY 51999