harmon engineering & contracting co., inc. note
TRANSCRIPT
9
2
0
8
8
0
8
6
0
8
8
0
840
OAK RIDGE HWY
GRASS CHANNEL
36" VALLEY DRAIN
1
2
3
4
5
2
%
M
A
X
.
S
L
O
P
E
KNOX LOCK BOX
GATE WITH POSTS LOCATED
WITHIN EASEMENT
O A K R I D G E H I G H W A Y
J
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M
J
O
N
E
S
L
A
N
E
EX
IST
ING
GR
AV
EL R
OA
D
CURRENT DRIVEWAY
EASEMENT
50' SETBACK
FIRE HYDRANT
BACKFLOW PREVENTER
1" METER BY WKUD
1-1/2" WATER LINE
OUTLET CONTROL STRUCTURE
INVERT ELEVATION 828.0
OUTLET DEWATERING DEVICE
FAIRCLOTH SKIMMER OR EQUAL
SEE DETAIL SHEET C5.O
ENERGY DISSIPATOR
INVERT ELEVATION 826.0
SEE DETAIL SHEET C5.1
P
A
T
I
O
M
O
D
U
L
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O
F
F
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(
2
4
'
X
5
0
'
)
F
F
E
8
4
6
.
5
PROPERTY LINE
6" GATE VALVE
PROPERTY LINE
AREA OF DISTURBANCE
50' SETBACK
PROPERTY LINE
E
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2
AREA OF DISTURBANCE
AREA OF DISTURBANCE
AREA OF DISTURBANCE
EXISTING LANDSCAPE SCREEN
DO NOT DISTURB
5
0
'
S
E
T
B
A
C
K
5
0
'
S
E
T
B
A
C
K
5
0
'
S
E
T
B
A
C
K
45° BEND
L
O
G
P
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B
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E
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HANDICAP PARKING SIGN
GATE VALVE AND BOX
D
R
I
V
E
W
A
Y
6" FIRE LINE
STREAM CENTERLINE
CONCRETE WASH OUT AREA
A
S
P
H
A
L
T
A
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P
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L
T
SWPPP MAILBOX
LOCATION
POST CONSTRUCTION DETENTION
POND SEE SHEETS 5.0- 5.2 FOR
DETAILS
OPAQUE ORNAMENTAL
SCREEN
EMERGENCY SPILLWAY
EXISTING 48" CULVERT
24" RCP
ECB MATTING
OPAQUE ORNAMENTAL
SCREEN GATE
POST CONSTRUCTION PERMANENT
ROCK CHECK DAMN
SEE DETAIL SHEET C5.2
SHEET
REVISION
0 15' 30' 60'
SCALE = 1" = 30'
NORTH
DATE:
SCALE:
JOB #:
DRAWN BY:
CHECKED BY:
1" = 30'
RG
RG
7013.00
11/04/2018
C3.1
LANDSCAPE/ FINAL
STABILIZATION PLAN
EA
ST
T
N T
RE
E S
ER
VIC
E
CO
NS
TR
UC
TIO
N P
LA
NS
P
RE
PA
RE
D F
OR
:
5000 JIM
JO
NE
S LA
NE
KN
OX
VILLE
, T
EN
NE
SS
EE
S L
IF
E, L
LC
.
NOTE:
THREE BUSINESS DAYS PRIOR TO ANY
EXCAVATION, CONTRACTOR IS TO CALL THE
TENNESSEE CALL-BEFORE-YOU-DIG
CENTER 800-351-1111
KEY:
SOD
SEED
MULCH
BLUFFTON
SOUTH CAROLINA
843.422.0850
(334) 864-9135 / FAX (334) 864-8046
HARMON ENGINEERING & CONTRACTING CO., INC.
13376 C.L. Torbert, Jr. Parkway / LaFayette, Alabama 36862
NOTE:
ALL SLOPES THAT EXCEED 3:1 WILL BE STABILIZED
WITH APPROVED MATTING.