SW4210801_Plansheet - Proposed Conditions/Site Plan_20210811

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0 POST -DEVELOPMENT.
DA-B = 724,104 SF (16.62 AC)
r /\
�Z-654
NEW PROPERTY LINE
� •B=2
EX. GRAVEL DRIVE
TO REMAIN UNTIL
NEW ROAD IS
BUILT
NEW SOUTH LUMBER CO INC
129676
ALAMANCE COUNTY
D.B. 15911825
SIZE. 37.81 AC
USE. INDUSTRIAL
SW I , /i \
-653-
\ / / p 650
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NC GRID COORDINATES
NAD 83(2011)
PD-1 / \ \ / �/ \ E 1875283.15
�/-65
V v \6' / �/ / �\ %0
v�, \ EISTING O TO E
REL0, TED / �/ / 110
� 645
MARV MCGUIRE & WILLARD ISLEV /
129615
ALAMANCECOUNTY
D.B.4171834
1
SIZE: 50.39 0.39 AC AC , /
USE. • VACANT / ►/ /
65
0 POST -DEVELOPMENT:
DA-A = 2 F 7 A ` �� / \ / CE
99, 096 S (6.8 C) \ I / I ti� �\ 645
SEPTIC AREAS
ON -SITE DISTURBED AREA
210,399 SF (4.83 AC)
OFF -SITE DISTURBED AREA
12,442 SF (0.29 AC)
TOTAL DISTURBED AREA
222,841 SF (5.12 AC)
SUBMITTED DISTURBED AREA
261,360 SF (6.00 AC)
LEGEND & NOMENCLATURE
SYMBOLS
Q
Ex. iron pipe/rod or nail
❑
ffiTrac signal box
Q
Sanitary Sewer Manhole
❑
Ex. concrete monument
Iron Rebar Set
(D
Utility pole
Q
New iron pipe
q
V
Fire hydrant
A
Light Pole
Q
Calculated point
Valve (water or gas)
0
Power Pole
©
Cable pedestal
0
Existing Iron Found
Guy wire
❑
Telephone pedestal
0
Sanitary sewer cleanout
Q
Calc. Corner
Electric pedestal
Storm curb inlet
)
Straw Wattle
❑F
Fiber-optic marker
Drainage inlet (w/grate)
Silt Fence Outlet
ABBREVIATIONS
NOTES SYMBOLS
Outlet Protection/
Plunge Pool Riprap
DB
Deed Book
CE
Construction Entrance/Exit
o0q�
0° 00
Inlet Protection
PB or
BM Plat or Map Book
DD
Temporary Diversion Ditch
0 0
000000o
(Block & Gravel or
Hardware Cloth)
N/F
Now or formerly
PD
Permanent Diversion Ditch
Pg.
Page
IP
Inlet Protection
SF
Square feet
SB
Slope Blanket
AC.
Acres
R/W
Right-of-way
SF
Silt Fence
NCSR
NC State Route
F�
Silt Fence Outlet
NCDOT
NC Dept. of Trans.
SW
Straw Wattle (12" see details)
R/W
Right-of-way
TS
Temporary Seeding
EX.
Existing
PS
Permanent Seeding
RCP
Reinforced concrete pipe
PVC
Polyvinyl chloride pipe
TP
Tree Protection Fence
(M)
Measured
CW
Concrete Washout Area
AG
Above ground
Silt Bag Dewatering
BG
Below ground
BM
Blanket Matting
OP
Outlet Protection/Plunge Pool
\ fix. RlcliF\-v j
O�� SONYA HOLT BATEMAN
175371
ALAMANCE COUNTY
D.B. 1694 /240
0 G SIZE. 32.07AC
-� � USE. VACANT
0
CWD-2 - �- % /� / /
EXCAVATED
/ HORSESHOE PIPE
�b / / INLET PROTE•CTiO7V_
SFO0110
\ /
645
/ / \ PROPOSED PIPE# \
\ 223LF 24" `
IItlV. IN = 636.85
INV.bVT = 635.7( \ /
8'Lx6'Wx22"T
lP \ b1 CLASS 8 PLUNGE \
/COS / EXCAVATE �X` / 6 / P86t RIP \ \ \ \
/ WD 1 \yy /
/ HORSESHO PIPE PROPOSED PIPE#1: \ .. .
? INLET PROTECTION / 60LF24" \ \ \\ \
/ INV. IN = 639.30 ^ \ \ Q \
I / / / / INV. OUT = 639.00 6
/ 77 SFO _ -- - - \\�
l /
e C)� \ \ I EXCAVATED
l FILL A A AND / \ G HORSESHOE PIPE
STOCKPj E/STAGING 1 /j�5 \''Wx22'T O / INLET PROTECTION
CLASS P NGE �D
POOL RA
/ \ \ / /
C-P CW \ ) / EXISTING CULVERT
SF / / 5 -' 640 / / SEE C-1.1A
ly` Q I .......� 8'Lx6'Wx22"T
/ J CLASS B PLUNGE
I I I Dp / �64 / / POOL RIPRAP
/ 1 I / (0
PROPOSED PIPE#3.
C
J/ I / �,/ 50LF 18"
/ 5 / SF(3 �/ / /� ......... // INV. IN = 637.25
/ INV. OUT = 637.00
PD-3
LO
ISFO / \ �// -645
SEPTIC AREAS j/ .........//
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DETAILED DRAINAGE PLAN
SCALE. 1 " = 50'
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CONSTRUCTION
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CONSTRUCTION SEQUENCE PHASE 2:
1. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE SUB -DIVERSION AREAS AS SOON AS
POSSIBLE.
LINETYPES M
2. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MIN. REQUIRED TIMEFRAME. SEE TEMPORARY N
SEEDING SCHEDULE. U
_SS_Ex. Sanitary Sewer 2
3. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY.
W Ex. Waterline REFER TO THE EROSION CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON
RESPONSIBLE FOR EROSION CONTROL IS ALSO RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND U O
OH Ex. Overhead Electric MAINTAINING THESE DEVICES, • DO NOT WAIT FOR THE EROSION CONTROL INSPECTOR TO POINT OUT THE
NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR
UGE Ex. Underground Electric DEBRIS IS TRACKED FROM THE SITE, USEA SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
Sp Ex. Storm Drain 4. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE Q
SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN,
- X X - Ex. Fence THE PERSON RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL Z
Ex. Treeline
PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES. O
S. INSTALL ONSITE STORM DRAINAGE AND UTILITIES AS EARTHWORK PERMITS. NOTIFY ENGINEER AND REQUEST
SS Sanitary Sewer INSPECTIONS AS REQUIRED FOR PUBLIC UTILITIES, FAILURE TO DO SO MAY RESULT IN DELAYS DURING r ,
CLOSEOUT PROCESS AS WELL AS REQUIRE SPOT CHECKS TO CONFIRM CONSTRUCTION QUALITY AND PROPER V
W/ Waterline CLEARANCE/ SEPARATION HAS BEEN ACHIEVED.
OHE Overhead Electric 6. ONCE SITE GRADING IS COMPLETE, REMOVE CONSTRUCTION ENTRANCE IF LOCATED IN THE DRIVE LOCATIONS >
AND INSTALL SIDEWALKS AND CURB/GUTTER IN ALL PARKING AREAS AND DRIVES SO THAT THEY CAN BE Z O
UGE Underground Electric STABILIZED WITH STONE BASE. C n
0­4�
SD Storm Drain 7. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS PER r�
THE PLANS.
X Fence • � � � O
8. ONCE ALL AREAS ARE STABILIZED, CALL FOR FINAL INSPECTION AND APPROVAL TO REMOVE SILT FENCE AND
Treeline OTHER REMAINING EROSION CONTROL MEASURES. ALL TEMPORARY CONTROLS SHALL BE REMOVED WITHIN
30 DAYS ONCE NO LONGER NEED & DENOTED AREAS ARE PERMANENTLY STABILIZED.
Baffles
9. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT NCDEQ TO CLOSE OUT THE EROSION ®
Diversion CONTROL PLAN.
C3 PROJECT #:
Temporary Slope Drain 10. AFTER NCDEQ INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE Diversion /Ditch Schedule
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01TOSUBMITAN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A QUO V10 Sideslopes Depth Flow Depth Shear Stress Know what's below 20-085
SF Silt Fence $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT. Name Slope (%) Lining
c S S x.�1 S Call before you dig. REVIEW PROJECT #:
LD Limit of Disturbance DWD-1/PD-7 3.00 3.31 3 1.85% 1.50 0.55 0.63 NAG-SC150 xx-XXX
TP Tree Protection DWD-2/PD-2 0.85 2.32 3 1.66% 1.50 0.35 0.36 NAG-SC150 GRAPHIC SCALE
DWD-3/PD-3 2.47 3.20 1 3 7.96% 1.50 0.50 0.61 NAG-SC150 50 0 25 50 100 200 SHEET #:
DWD-4/PD-4 0.86 2.42 3 7.85% 1.50 0.34 0.40 NAG-SC750
CWD-1 11.07 3.86 3 1.77% 1.50 0.98 0.77 NAG-SC150 (IN FEET) C-1.2
CWD-2 8.53 4.23 3 1 1.77% 1.50 0.82 0.91 NAG-SC750
1 inch = 100 ft.
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