NCC223850_Site Plan or Location Map_20221117

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EASEMENT AND RIGHT-OF-WAY::.:.:::::::::::::::::::::....
FOR INGRESS, EGRESS AND REGRESS �..� . �.j
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AS PER DB 2501, PG. 1350 \ \ .. y.....y..r...r..�.$Q.. CN
1..... \ ..... N ......./...... y.. j . �. r......0 CHANDLER CONCRETEIPIEDMONT, INC
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a\ B NON-EXCLUSIVE EASEMENT (50')
FOR INGRESS AND EGRESS
W AS PER DB 1697, PG. 3931
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EQ J. G. MESSICK & SONS
WATER \ DB 1167, PG. 1167
VAULT ONU \ TAX PIN: 6845-66-1809.00
/ MARMA OCIATES, LLC
/ 2247, PG. 1897
TAX PIN: 6845-56-9764
WS/FC EROSION CONTROL NOTICE
PLANS APPROVED FOR CONSTRUCTION
This plan complies with Chapter 8, Section 4 - Erosion Control
of the Winston-Salem/Forsyth County Unified Development
Ordinance. A printed set of the stamped/approved plans must
be kept on the construction site for reference when installing
required erosion control measures.
matthewo 10/19/2022 3:30:43 PM
PERMANENT DRAINAGE EASEMENT
FOR NCDOT AS PER DB 2194, PG. 490
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` \" �\ DB 2148, PG. 4359
TAX PIN: 6845-67-8169
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i NORTHSTATE REAL ESTATE, LLC
i DB 3334, PG. 578
i TAX PIN: 6845-67-6047
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RIM=806.21'
PARCEL ID NUMBER: 6845-67-2372.000
6845-57-9216.000
ZONING: GI
ACREAGE: 5.70
PROPERTY OWNER/DEVELOPER:
NORTH STATE REAL ESTATE, LLC
2889 LOWERY STREET
WINSTON SALEM, NC 27101
PHONE: [phone]
CONTACT: DARRELL WESTMORELAND
email: [e-mail]
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM N.C.27103
PHONE: [phone]
CONTACT: STEVE M. CAUSEY, P.E.
email: [e-mail]
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VICINITY MAP
" NOT TO SCALE
STAGE 1 DISTURBED
AREA = 2.01 AC
KEY NOTES
ONEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
OB NEW TEMPORARY SEDIMENT FENCE.
CO NEW TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION.
O NEW TEMPORARY DIVERSION BERM.
OE NEW TEMPORARY SKIMMER SEDIMENT BASIN. THE INSIDE SLOPES OF THE
SKIMMER SEDIMENT BASIN SHALL BE STABILIZED WITH NORTH AMERICAN
GREEN S75 EROSION CONTROL MATTING UPON COMPLETION OF
CONSTRUCTION.
OF NEW COIR, JUTE OR BURLAP BAFFLES.
GO NEW TEMPORARY EMERGENCY SPILLWAY.
HO NEW TEMPORARY SKIMMER DEVICE.
0 NEW TEMPORARY 10'x10' CLASS "B" RIP RAP OUTLET STABILIZATION PAD.
JO NEW TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH LINER.
PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
OK NEW TEMPORARY CHECK DAM WITH WEIR AND EXCAVATED SEDIMENT
STORAGE AREA.
OL EXISTING GRAVEL DRIVE TO BE RELOCATED DURING GRADING
OPERATIONS. REFER TO SHEET C2.3 FOR ADDITIONAL DETAILS.
O EXISTING POLE AND OVERHEAD LINES TO BE RELOCATED BY OWNER.
NO TEMPORARY PIPE UNDER CONSTRUCTION ENTRANCE. PROVIDE 70 LF OF
0
12 DOUBLE WALL HDPE 1.0% TO CONVEY WATER FROM DIVERSION BERM
UNDER ENTRANCE. LOWER INVERT = 853.0; UPPER INV. = 853.7. MOUND
CONSTRUCTION ENTRANCE OVER PIPE TO PROVIDE 6" MINIMUM COVER.
F7777EXISTING TREES/VEGETATION TO BE REMOVED TO LIMITS OF NEW
TREELINE. EXISTING TREE TO BE REMOVED TO THE STUMP. NO STUMPS
MAY BE REMOVED UNTIL THE EROSION CONTROL MEASURES HAVE BEEN
INSTALLED AND APPROVED BY EROSION CONTROL INSPECTOR.
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STAGE 1 CONSTRUCTION SEQUENCE o >Q U) o
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1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE FORSYTH COUNTY INSPECTIONS DIVISION. 0
2. CONTRACTOR IS REQUIRED TO FILL OUTAND SUBMITAN ELECTRONIC NOTICE OF INTENT (e-NOI) FORM. ALL CONTRUCTION
ACTIVITIES ARE REQUIRED TO FOLLOW THE NEW NCGO1 PERMIT.
3. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRECONSTRUCTION CONFERENCE AND AN INSPECTION O m
SCHEDULE. z
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4. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES AND COMPLETE W z Y
THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE; 0 Q W H
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE INSPECTIONS FORMS SHALL BE 0� = Q
KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX. d 0 U 0
SELF -INSPECTIONS FOR STABILITY AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE
PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER THAN
0.5 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A
RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
5. A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT, A HARD COPY OF THE PLAN, AND ALL SELF -INSPECTION RECORDS
MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE AT ALL TIMES FOR INSPECTION. U)
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6. INSTALL THE CONSTRUCTION ENTRANCE AND SEDIMENT FENCE ALONG EDGE. w W
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7. BEGIN CLEARING AND GRUBBING JUST ENOUGH TO ALLOW FOR INSTALLATION OF THE SEDIMENT SKIMMER BASINS AND SEDIMENT z O LU 0
FENCE. STOCKPILE TOPSOIL ON -SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATER DISTRIBUTION. 0 w
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8. THE SEDIMENT SKIMMER BASINS CAN NOW BE INSTALLED BEGINNING WITH THE REAR DAM ALONG WITH CORRESPONDING Df p c)
COMPONENTS. [if w
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9. ONCE THE DAM FOR THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED, THEN SEDIMENT FENCE SHOULD BE INSTALLED AT 0 W
THE TOE OF SLOPE WITH THE OCCASIONAL SECTION OF SEDIMENT FENCE WITH STONE STABILIZATION. D w
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10.ONCE THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED AS DESCRIBED ABOVE, THEN CONSTRUCTION OF DIVERSION
DITCHES AND BERMS CAN BEGIN. W
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11. SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL p o M
BE PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE 0 0
PROVIDED WITHIN 14 DAYS ON ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR
90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. Oz < m
12. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED
AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL SITE
BY INSPECTOR.
STAGE 1 EROSION
CONTROL
PLAN
GRAPHIC SCALE SHEET
40 0 20 40 80 160
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C2.2
( IN FEET )
1 inch = 40 ft.