SW4210801_Plansheet C-1.2 - Proposed Conditions_Site Plan_20220421

0 POST -DEVELOPMENT.
DA-B = 724,104 SF (16.62 AC)
i U
o5 CWD-2 -CA VA
/651 HORS�SNOO
/ Iro/ / �NLET-PROT ION/ / / U C
EX. N GRAVEL DRIVE / / / LD / / / /
/- 656-- �/ > TO REMAIN UNTIL
NEW ROAD IS
BUILT / ��^ / � -� �• �,�C � \
40 96 654 % DWD-2/PD-2 DA: NEW SOUTH LUMBER CO INC
268,330 SF (6.16 AC)
ALAMANCE COUNTY U
NEW PROPERTY LINE \ \ D.B. 15911825 / \ / dt / / \ \ \ J311
SIZE: 37.81 AC � \ -v
USE: INDUSTRIAL / � \ / �40
WD_2 PROPOSED PIPE# \ L
r0 so \ i i 223LF24" \ I r� Z
I 1 1 V
/ \ \ NV IbUT 63635.70 \ \ / - W
U 1 W �r o �o
\ \ � -653- \� -� � / // / / IP \ I 8'Lx 'Wx22"T \ � z ^
/ _ CLAS PLUNGE �O \ W - � : z
PD-2 // / %o��' / EXCAVATE s/ - / P06ER AP \ \ • Z CL O Z N
HORSESHO PIP ❑ W v / � PROPOSED PIPE#1: \ \ �
INLETPROTEC N / 60LF24" N\ \\ o v ^ Z O)�
NC GRID COORDINATES I 5 INV. IN = 639.30 \ V Z G U a, 0)
PD- \ /> NAD 83(2011) ' / / l / / / INV. OUT = 639.00 �� 6-� \ \\ �� \ O M O �
/ - N 811686.93 �O- �' m u O
E 1875283.15LLJUQ
s Sz rn a a�Q FO U
5DWDP _Pb_ IP
\2 92 A Q�\ / o �\ _ / NOT FOR
/EXCAVATED ` 11 � 1 I / / f J J
'HORSESHOE PIPE �\ (; ,yo
o FILL A A AND / \ N /
/ '� � / / \ �� INLET PROTECTION
ISTING O E \/ / / row I / l \ / -� / STOCKP E/STAGING 1 /�5 ropl CLS xP2 NGE 0 / /(� `` ,Q4 • S.. /O ' '!
/ / / / \ / / POOL RA a
4R� TED / � 0` -\ Izz
036242
� \ / �/ / CW ys \ EXISTING CULVERT
/ / .Y / I SF / SEE C-1.1A / q
\ j CONSTRUCTION
/ MARY MCGUIRE & WILLARD ISLEY / D_ ' / 0 � / `' / J / CLASS B PLUNGE
129615 � ._ I I � / -\ 8'Lx6'Wx22"T � �
/ / C / ' l � / _ I I �7 / �p �6 / / POOL RIPRAP x x >1
ALAMANCE COUNTY
D.B. 4771834
SIZE. 50.39 AC
USE: VACANT / y / / \
A fro / \ \ / l PROPOSED PIPE#3:
50LF 18 N N o N o
652� I \ / \ 640 L�'�F / INV. IN = 637.25 o O O O o
// N c c o0 0o Q
INV. OUT = 63700
6.1 / CE
DWD-4/PD-4 DA.
71,438 SF (1.64 AC) I \ 1 5� `9 /� 7 -644 � / / /
1
0 POST -DEVELOPMENT.
DA A 299,096 SF (6.87AC)CE
�\ / �o N z
642 45 i 1 SF0 g42 \ 645
643 I l /� / C
\
\ \ W
_ \4 / 644/\ / 1�'' / 643 / J� / )
XO
SEP 1 REASE-
SEPTICAREAS \\ 64� /� \ \ 644-
ON -SITE DISTURBED AREA
21Z212 SF (4.87 AC)
OFF -SITE DISTURBED AREA
12,442 SF (0.29 AC)
TOTAL DISTURBED AREA
224,654 SF (5.16 AC)
SUBMITTED DISTURBED AREA
261,360 SF (6.00 AC)
1 61 648_ ` J\ // O��ry���� SONYA HOLT BATEMAN \ 64S \ //\y0 \ //
\� 650 EX. Rl T-OF-W \ / �> 175371
\ ALAMANCE COUNTY
3 / D.B. 1694 /240 Z U Z Z C
A 65j \, (�Q� �G� SIZE. 32.07AC DETAILED DRAINAGE PLAN o
USE. VACANT SCALE. V = 50'
------------
PD-2 C IWD-2 / / / Q Q CIO
Q Q Q
644- - EXTEND DIVERSION TOT
OF SLOPE AT BOTTO F
/ BASIN. USING IMPE EABLE i
DWD-3/PD-3 DA: LINER FROM TOP O BOTTOM Q / / / n
OUTLET BARREL:
5 643 A/
126,760 SF (2.91 AC) j 37LF 4" PVC PIPE
- -
642 64.3- INV. IN = 367.00 /
INV. OUT = 366.85 / 6, _
_ � SLOPE = 0.68% �, /
CONSTRUCTION SEQUENCE PHASE 2: 0 - - - -642-
LEGEND &NOMENCLATURE Q -J\-
1. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE SUB -DIVERSION AREAS AS SOON AS POSSIBLE.
SYMBOLS LINETYPES 2. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MIN. REQUIRED TIMEFRAME. SEE TEMPORARY SEEDING
Q Sanitary Sewer Manhole SCHEDULE.
S Traffic signal box O Ex. Sanitary Sewer A \
Q Ex. iron pipe/rod or nail ❑ SS
® Utility pole 3. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE v, - 641 =�
/
Ex. concrete monument � Iron Rebar Set Ex. Waterline EROSION CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION �]
Fire hydrant Light Pole W CONTROL IS ALSO RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES, • DO \ \
O New iron pipe NOT WAIT FOR THE EROSION CONTROL INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD U O
Ex. Overhead Electric
�Q Valve (water or gas) 0 Power Pole OH E AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND
Calculated point \ BUFFER C
Ex. Underground Electric BROOM TO REMOVE IT IMMEDIATELY.
© Cable pedestal Existing Iron Found Guy wire UGE 9 (TYP• 3) Z
°0 Sanitary sewer c(eanout Ex. Storm Drain 4. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE \
❑ Telephone pedestal Q Ca(c. Corner SD DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON
Ex. Fence RESPONSIBLE FOR THE LAND -DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND
FEIStorm curb inletElectric pedestal ❑ Straw Wattle - X X -
NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES.
F❑ Fiber-optic marker ® Drainage inlet (w/grate) Silt Fence Outlet Ex. Treeline
S. INSTALL ONSITE STORM DRAINAGE AND UTILITIES AS EARTHWORK PERMITS. NOTIFY ENGINEER AND REQUEST \ / 4'Wx4'Lx22"T W
Outlet Protection/ Sewer INSPECTIONS AS REQUIRED FOR PUBLIC UTILITIES, FAILURE TO DO SO MAY RESULT IN DELAYS DURING CLOSEOUT �'7� 6g9 CLASS B RIPRAP
ABBREVIATIONS NOTES SYMBOLS Plunge Pool Riprap SS Sanitary PROCESS AS WELL AS REQUIRE SPOT CHECKS TO CONFIRM CONSTRUCTION QUALITYAND PROPER CLEARANCE/ 6Q\ i PLUNGE POOL AT V
DB Deed Book CE Construction Entrance/Exit 0000 W Waterline SEPARATION HAS BEEN ACHIEVED. 6' A 6 BASIN OUTLET
o° $ Inlet Protection
PB or BM Plat or Map Book DD Temporary Diversion Ditch °o oo° (Block &Grave( or 6. ONCE SITE GRADING IS COMPLETE, REMOVE CONSTRUCTION ENTRANCE IF LOCATED IN THE DRIVE LOCATIONS AND � 638 Z
0000o Hardware Cloth) OHE Overhead Electric
INSTALL SIDEWALKS AND CURB/GUTTER IN ALL PARKING AREAS AND DRIVES SO THAT THEY CAN BE STABILIZED WITH
N/F Now or formerly pp Permanent Diversion Ditch STONE BASE. "'-� 22' WIDE EMERGENCY
UGE Underground Electric \ SPILLWAYAT 639.50
Pg • Page O Inlet Protection SD Storm Drain (LINED WITH 7. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS PER THE 1 r w
IP
SF Square feet PLANS. IMPERMEABLE Wx V v J
SB Slope Blanket X Fence `• GEO TEXTILE FABRIC AND ~ Z
AC. Acres O 8. CONTACT NCDEQ INSPECTOR AT 336-776-9800 FOR THE APPROVAL TO DECOMMISSION AND REMOVE THE SEDIMENT I EXTEND TO STABLE • O
SF Silt Fence Treeline
BASIN PER DETAIL CONTRACTOR SHALL USE A SILT BAG WITH A FLOATING INTAKE THAT IS CONSTANTLY MONITORED GROUND O N
R/W Right -of --way
WHILE IN USE IF PUMPING OF WATER IS REQUIRED. IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED,
NCS R
NC State Route
F
Silt Fence Outlet
Baffles
CONTRACTOR SHALL PROVIDE A SUITABLE AREA ADJACENT TO THE BASIN WHERE THE SOUPY SOILS CAN BE PLACED
AND COMPLETELY SURROUNDED WITH SILT FENCE. SOILS SHALL BE DEPOSITED HERE AND ALLOWED TO DRAIN/DRY
/ 639
NCDOT
NC Dept. of Trans.
details)
UNTIL THEY CAN BE LOADED INTO A TRUCKAND HAULED AWAY OR USED ON -SITE.
/ 2.0" SKIMR'6N
SW
Straw Wattle (12" see
Diversion
\
- - RIPRAP PAD
/
R/W
Right-of-way
TS
Temporary Seeding
Temporary Slope Drain
9• REGRADE AREA FOR THE FINAL SURFACE TREATMENT AND SITE IMPROVEMENTS SHOWN. SUITABLE FILL SHALL BE USED
��
SW
/ w ATTACHED DAM.
/ SEE C-2.1 FOR BASIN
EX.
Existing
TO ACHIEVE PERMANENT GRADES AS SHOWN. SUITABLE FILL AND PIPE BACKFILL TO BE CONFIRMED AND TESTED BY
DETAILS
RCP
Reinforced concrete pipe
pS
Permanent Seeding
SF Silt Fence
THIRD PARTY CMT FIRM.
PVC
Polyvinyl chloride pipe
TP
Tree Protection Fence
LD Limit of Disturbance
10. ONCE ALL AREAS ARE STABILIZED, CONTACT NCDEQINSPECTOR AT 336-776-9800 FOR THE INSPECTION AND APPROVAL
5�
\
TO REMOVE SILT FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
(M)
Measured
CW
Concrete Washout Area
TP Tree Protection
11. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT NCDEQ TO CLOSE OUT THE EROSION CONTROL
AG
Above ground
DW
Silt Bag Dewatering
PLAN.
BG
Below ground
BM
Blanket Matting
12. AFTER NCDEQ INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL
BASIN DETAILS
VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL
3
OP
Outlet Protection/Plunge Pool
PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
SCALE. 1" = 20'
0 -T­� wP-4
C3 PROJECT #:
Know what's below. 20-085
Call before you dig. REVIEW PROJECT #:
XX-=
GRAPHIC SCALE
50 0 25 50 100 200 SHEET #:
(IN FEET) C-1 • Z
1 inch = 100 ft.