08-068 844 North King St-PLANS-septic system-11-28-05UPSLOPE
4" COURSE SAND LAYER
SOD LAID OVER
COARSE SAND LAYER
3' MIN.
PAVEMENT
2" LAYER PEA STONE
NOTES
1) TRENCH MUST BE NO LESS THAN 8" WIDE & 3 —FEET DEEP
2) MINIMUM SLOPE TO VARY AS REQUIRED TO PROVIDE POSITIVE DRAINAGE
PERFORATED ADS N -12 PIPE
(4 —INCH DIAMETER)
FRENCH DRAIN DETAIL
4' PERFORATED
N.T.S. ADS N -12 PIPE
W
CA Z Z
CA
Fr d co
W
UNDISTURBED OR
COMPACTED SUB BASE
a Z
N
GRADE VARIES
SEE PLAN
1" MORTAR
SETTING BED
18" I.D. RCP
CRUSHED STONE
Z
i
AREA DRAIN
N.T.S.
VARIES
APPROX. EXISTING GROUND
47 LLJ
4 T 11
�..
USE CONSERVATION /WILDLIFE SEED MIX
' " z: • . .`•`• =�_•= - ' (OR APPROVED EQUIVALENT)
al
•,•. _ • i 4" TOPSOIL 3'
DRAINAGE DITCH AS REQUIRED
SEE PLAN FOR LOCATION
13' WIDE TRAVELED WAY
WITH 3' GRASSED SHOULDER EACH SIDE
6.5'
12" GRAVEL
VEGETATIVE SWALE SECTION
N.T.S.
6" LOAM &
SEED TYPICAL
"NEENAH" R- 2510 -1
CATCH BASIN
FRAME & GRATE
6.5' 3'
CROWN 1/2":l' TYP'
COMPACTED
SUBGRADE
H
. U
UH
a� o
o
cd
Q x
U u
C) .�
co
� W iz
za
1- w M
a 0.
Z 0 O
5. z
x�
E� W
H�
cn W
O �
g/D S —
SURVEYOR:
FIELD WORK:
""' " " f-l "' " L PERFORATED ADS N -12 PIPE
ENGINEER:
TB
DESIGN:
TB
COMPS:
TB
DRAFTING:
TB
CHECKED:
MAM
HORIZ SCALE:
N.T.S.
VERT SCALE:
PROJECT N0:
""' " " f-l "' " L PERFORATED ADS N -12 PIPE
DRAWING N0:
04113 Det
DATE:
(�
SHEET N0.
3
OF
(4 —INCH DIAMETER)
DRIVEWAY PAVEMENT
ELEV.165.00t
DRIVEWAY CROSS - SECTION
W
AINTAIN MINIMUM
N.T.S.
1' VERT. SEPARATIO
��
ELEV.= 163.00 ELEV.= 160.00
O
cn
(EXISTING) (EXISTING)
A
— III —III III III III STREAM
x
x
�
—
—
III
—
-1I I—
III
—
III
—III
III —III_
I
1 =1
11
-1
11
-1
I 1
-1
I
I -1
I
I -1
I 1 -1
I 1
=1 I,,
I I
1 -1
I
1=
a
w
x
z
INV. IN INV. OUT
ELEV.= 162.60 ELEV.= 159.60
(EMBED CULVERT /PIPE MIN. 5— INCHES
BELOW EXISTING GRADE AT CROSSING)
W
x
CULVERT
CROSSING
DETAIL
x
oo
F
N.T.S.
a+
0
z
PROJECT N0:
04 -113
DRAWING N0:
04113 Det
DATE:
11/28/05
SHEET N0.
3
OF
3