Murphy Express-revised site plans_2.2.17Vicinity Map
GENERAL NOTES:
FLOOD CERTIFICATION:
NOTICE TO BIDDERS:
WETLANDS NOTE:
NOTES TO CONTRACTOR
RESOURCE LIST:
CONTACT: GREG SISTRUNK
1430 W. PEACHTREE ST.
ATLANTA, GA 30309
(404) 601 4000
PLAN INDEX:AGENCY DATE
DW
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ZONING:
COMMERCIAL
LAND USE CLASSIFICATION:
COMPACT MIXED USE
·
·
·
1200SF-8/2-2015v2
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BnB
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EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER
CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
"THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH
LAND-DISTURBING ACTIVITIES."
"EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF
THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE"
##
BnB
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EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER
CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
"THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH
LAND-DISTURBING ACTIVITIES."
"EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF
THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE"
##
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1.
3B.
3A.
4.
5.
2.
TABLE 1
Land Slope Maximum Slope Length Above Compost Filter Sock
Percent Feet
<2 100
2 to 5 75
5 to 10 50
10 to 20 25
>20*15
*In areas where the slope is greater than 20% , a flat area length of 10 ft between
the toe of the slope to the compost filter sock should be provided.
– “
”
–
“”
TABLE 2
Material Type Multi-Filament Polypropylene Multi-Filament Polypropylene
Material Characteristic Photodegradable Photodegradable
Mesh Opening 3/8 in (10mm)1/8 in (3mm)
"Tensile Strength
(ASTM 5035-95)"44 psi (3.09 kg/cm2)202 psi (14.2 kg/cm2)*
% Original Strength from
Ultraviolet Exposure (ASTM
G-155)
100% at 1000 hr 100% at 1000 hr
TABLE 3
12 in (300mm) Diameter
Effective Circumference 38 in (960mm)
Density (when filled)32 lbs/ft (50 kg/m)
Air Space 20%
Hydraulic Flow Through Rate 11.3 gpm/ft (141
L/min/m)
P Factor (RUSLE)0.1-0.32
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·
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NOTE:
GC IS REFERRED TO GEOTECHNICAL
REPORT PREPARED BY _______________
DATED __________, 201_. FOR SITE
PREPARATION CONDITIONS AND
PAVEMENT REQUIREMENTS.
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DECIDUOUS TREE PLANTING
SHRUB PLANTING
LANDSCAPE CALCULATIONS
REQUIRED PROVIDED
LANDSCAPING SIGN REQUIREMENTS
1 LARGE TREE & 2 SMALL TREES PER SIGN YES YES
10 FT. TYPE "C" BUFFER ALONG HWY 24
LG. TREES SPACED 30 FT. APART (EXCEPT IN BUFFER); AT LEAST 5
SHRUBS PER TREE; EVERGREEN HEDGE ALONG ENTIRE LENGTH
OF PARKING/VEHICLE CIRCULATION
YES YES
PLANT SCHEDULE
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PROFILE
PLAN
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:
(
4
0
4
)
6
0
1
4
0
0
0
FA
X
:
(
4
0
4
)
6
0
1
3
9
7
0
JO
B
N
O
.
:
C-
1
5
SP
O
U
T
S
P
R
I
N
G
S
,
N
C
20
1
5
0
9
1
1
0
NOTES:
1. ALL PVC PIPING SHALL BE SCHEDULE 40 AND MINIMUM
SIZE OF FOUR (4") INCHES DIAMETER.
2. GREASE TRAPS/INTERCEPTORS INSTALLED IN PAVED
AND HIGH TRAFFIC AREAS SHALL MEET H-20 RATING FOR
THE LOADING REQUIREMENTS.
3. HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
SHALL BE RESPONSIBLE FOR PIPE WORK AND MAIN LINE
TAPS IN RIGHT OF WAY UP TO THE THE SEWER CLEAN
OUT FOR EACH SERVICE.
4. EACH GREASE TRAP/INTERCEPTOR SHALL BE DESIGNED
FOR A MINIMUM OF AT LEAST 1,000 GALLLONS UNLESS
OTHERWISE APPROVED BY HCDPU.
PENETRATION through
baffle wall
PRECAST CONCRETE
INTERCEPTOR TANK
INLET PIPE
from
Kitchen
4" PVC
inlet SANITARY TEE
DIVIDING WALL
MANHOLE COVER
Access for
Cleaning and Inspection
BAFFLE WALL and
OUTLET PIPE
to County Sewer
MANHOLE COVER
Access for
Cleaning and Inspection
SANITARY TEE
1st COMPARTMENT 2nd COMPARTMENT
4" PVC VERTICAL
4" SWEEP WYE
SERVICE LINE
SANITARY SEWER
MAIN
TEE BRANCH
SLOPE MIN. 1%
PLUG
STOP AT R/W
45°SANITARY TEE
(SAME MATERIAL
AS MAIN)
CLEANOUT PLUG AND CAP
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
3'-0"
MAX.
1' inside
RW
SCH 40 PVC
SANITARY SEWER
(0'-8' DEPTH)
PIPE LAYING
CONDITION "A"
PIPE
O.D.
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
BEDDED PIPE
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
12 PIPE
O.D.
24" + O.D. MAX.
12" + O.D. MIN.
D/8≥3"D/4
D/2
D/8≥3"
24" + O.D. MAX.
12" + O.D. MIN.
12 PIPE
O.D.
MINIMUM STONE
EMBEDMENT AS
INDICATED. GREATER IF
REQUIRED BY
MANUFACTURER
BEDDED PIPE
HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
ABOVE TOP OF PIPE
PIPE
O.D.
SANITARY SEWER
(<8'-16' DEPTH)
PIPE LAYING
CONDITION "B"
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
SHAPED STONE
TO PROVIDE BEARING
ALONG ENTIRE LENGTH
OF PIPE BARREL
VALVE BOX
26"x20" RECTANGULAR
19"
12.0
26"
3 1/2"
20"
13"
A
B
A
ELEVATION
ISOMETRIC
PLAN
SHOWN WITH EXTENSTION
20"
14"
21 1/2"
6 3/4"
22 3/4"
DW
G
N
A
M
E
:
14
3
0
W
.
P
E
A
C
H
T
R
E
E
S
T
.
N
W
S
U
I
T
E
2
0
0
AT
L
A
N
T
A
,
G
A
3
0
3
0
9
PH
O
N
E
:
(
4
0
4
)
6
0
1
4
0
0
0
FA
X
:
(
4
0
4
)
6
0
1
3
9
7
0
JO
B
N
O
.
:
C-
1
4
SP
O
U
T
S
P
R
I
N
G
S
,
N
C
20
1
5
0
9
1
1
0