NCC241176_Site Plan or Location Map_20240417

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LEGEND SITE DATA EX.HWY.MDN. ', p�,
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DISTURBED AREA LIMITS -- -- - TAX PIN NC.: 6804-76-0458 VINEYARD PARK RD J T,1)�M//M Engineer s
6804-76-0643 \ \ It� lVY\VV dF!\S Planners
EXISTING CONTOURS - ---- BLOCK LOU 3901 006G / �`� �,� Surveyors
MAP NO.: 606846 \ p0D ASS
DEED REFERENCE: D.B.1870,PG 1440 —' a"` OOi
EROSION CONTROL PHASE CONTOURS D.B.2026,PG 567 6,„bq N`5 �P 9rN �� Borum,Wade and Associates,P.A.
ZONING: GB-S / c' - 621 Eugene Cow4,5vite 100,Greereboro,NC 27401-2711
PROPOSED CONTOURS TOTAL AREA: 2.162?ACRES / / // / —� PO Box 21682 Grceruboro,NC 27420-ISS2
WATERSHED: NOT IN DESIGNATED WATER Phone:[phone] Fax:[phone]
// / ��i� <\4p Web:weew.bo.um-wade.com
SUPPLY WATERSHED / / // � \ �
STONE ENTRANCE yr < SOILS: P00,POD / / /// // / % No . ai. NC.Lizse#C-0868
EX.USE: VACANT
PROP.USE: 108 UNIT HOTEL/MOTEL / / / / r/ / \� h'qN fS SEALS:
STORM SEWER LATTITUDE: 36'4'6.42"N / / /// // / /� /% i Mq<<g<� -,..,,,•,,,,,,,
LONGITUDE. 80°19'42.19"W / // // / / R. _ / 7 ..,,:'(?',..�ARp< ''
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/ / \ / EX.RETAINING WALL
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(BEFORE STONE AND CURB INSTALLED USE WIRE&STONE INLET PROTECTION) / / /
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\ \\J /// ?rm. `/ 1 /' ��VAVAVA AVAAV \ \ _ „, �. \ \ /1 Tel 0; \V� il�/�� V � -_=.--
... ___--yp� SKIMMER BASIN CANNOT BE REMOVED UNTIL THE UPHILL AREAS ARE STABLIIZED. UPHILL AREAS
/�\�� ,` u, H EX.30 STORlA
\\\\\ \'o9 \ \\ \\\� /`s ^ ' \\ Hi4so/.� �:r.J \\ / ��___ - _� x'itE NING-WALL - - TO HAVE STORM DRAINAGE INSTALLATION,PARKING AREAS STONED,CURB AND GUTTER INSTALLED,
l \ \\ \\\ \\ \\r/ kY \\ I \ l \ l,� c���- \\ • \\ / "4 �' - NSTALLED,BUILDING ROOF DRAINS I E INTO STORM SYSTEM BEFORE PIT IS REMOVED.CONTRACTOR
\ \ \ \ IS1IJ ED MI a0 ' ®� O -/ y,�/J//i ./.. 16'SETBACK FROM MUST HAVE CITY EROSION CONTROL INSPECTOR APPROVAL BEFORE BASIN IS REMOVED. OWNER/DEVELOPER:
\i9\\��\ VA VA I `1 t'TYP.) �`ly ,, \\ l8A 2 ' . I G •.I I BACK OF CURB
N \\ \ ,\\ ��\ , \P (I 3934 WINSTON SALEM, LLC
\ \ \ / A 1 PARCEI\ PIN 6804-66-9319 ) '9o� W RETAKING
\\\\\\\\ \\ \ \` I M A ENGLISH \ /�2 ' �SV 'ail'rho I ) 2485 PENNY ROAD
\ \ \\\ \ N D.B. 3�2, P G 3 4 7 6 \\\ ,"&. %� ��' -' •• ��J r� r HIGH POINT ROAD,NC
\ \ \\ \ \ Z 0 N I N�6°: G B- ,` ''�•..��,1 �,' \ � a A„��� !' •r......211 7
VA\VA A \ �\\ INLET i Ar`} �i�! / ®��
\\ \\\\ \ \ E%CESS SOIL PRO CTION �' ,' ®r./
V A V A V N STOCKPILE AREA (TYp / ����/%' L CE WET DETENTION POND
VA\VA �\V A�� EC AREA FOR IBIS / ���'"1• Aook* )II 7� PARCEL PIN 6804-76-3563
1' ( Y&0 W S, L L C DRAWN BY: MLW
\ \ \ \ J, � V4 EX 24"STORM D.B. 3 3 9 0, P G. 3 2 4
NOTES \ \N. \\(\ \\ \ OWNER-
----,, / EX.SAN �GJ��1�� f ! �ri
1. CONTRACTOR TO PAY SPECIAL ATTENTION TO THE CONSTRUCTION SEQUENCE AND \ \\ \ ----)/ RIM 7T 1.0 P•1 �I as P.B. 6 2, P G. 1 0 4-1 0 6 DATE: JUNE 20,2022
\\ °S k \ , \ INV=t7'l89 I_= ' ITJ 61 3
SPECS.FOR EROSION CONROL,THE UNDERGROUND DETENTION AND TREATMENT SYSTEMS. f '+.g\\ \ — >>\\ 'I' � Z 0 N N G: G B-S REVISIONS: 11
2. DURING THE COURSE OF CONSTRUCTION,ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY \\ 9 P\ \� \ \' (DY—E);. SYMB IN. p. 15 \ IP-RA /21/23-CITY COMMENTS
\\�9, \B\\ EX.STORM MH � /9/�\ \\� � �I 1I
THE CITY OF WINSTON-SALEM EROSION CONTROL INSPECTOR AS A RESULT OF ANY UNFORSEEN EVENTS. 0 ( \ ? EX.• .MH P�' \ + �����ppppp
\\ 9 b \ V INV. RIM= :05 A4,A\\\ �.�.
3. WHEN THE PERSON FINANCIALLY RESPONSIBLE FOR THE OVERALL PROJECT IS NOT THE PERSON \V."$O W�i INV.= 49.3(� / Sp �, SURVEY RE FROM
FINANCTHE MININGYACTRESPONSIBLEO7AFDR OFFFSTEEWASTEOW AREASAS OTH OTHER THAN REGULATED
LANDFIILY THE LLS REGULATED PROVISIONSB THE i V9J41 J� \� I I / �5 ��1 I PI 1 \ YELLOW CAP
RECORDED CONTROL
COORDINATES2 PG 104
DEPARTMENT OF HUMAN RESOURCES,SUCH AREAS SHOULD BE CONSIDERED SEPARATE LAND DISTURBING 0(`\Ay'W ___ CCC\ / /� �'hR/A \1 N=846,050.792
ACTIVITIES SUBJECT TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.OFF-SITE BORROW \"se ��\ \ \\ I N I \\ \ 1
AREAS ARE SUBJECT TO THE REQUIREMENTS OF THE MINING ACT OF 1971. \�Z\ \\\ tee--
-�\ I / i \ \ 3 \\ E=18.97,(NAV5
_ _Iva / \\a ELEV.=778.98 NAND-88)
—� SHEET RILE
EROSION CONTROL MAINTENANCE PLAN > \ �\\��� �_� _ �1'� / -- \\ ?\\ � \ (RELINE) EROSION
\ / __ \ / 1" N67W CONTROL
1. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL \ \ \\ �� /� \ II \ \ 650.77'
DISTURBED AREAS AND SITE HAS BEEN STABILIZIED.REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL ' \ \ \ �, i�5� / \ ' \ /
INSPECTION AND APPROVAL BY INSPECTOR. \ \ 0\\ ,, TY\l� wo�i,\\ �\/ PHASE 4
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED 50%CAPCITY. \, \\ _ ,l s•� \ � FILE NO: F-\PAIBL\WS-HONDWOOKROBIDN PH3
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH EXCEEDS 0.5'. \
REPAIR AND REPLACE SILT FENCE AS NECESSARY. \� \ �_—
_ \\ DRAWING SCALE: 1"=30'
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION INCLUDING"CLEAN" —__ \ 0 15' 30' 60' 90' 120' PLAN SHEET N0.
\WATER DIVERSION BERMS.RE-GRADE/REPAIR BERMS AS REQUIRED. —'W� _
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN ACCORDANCE ELR. SCALE: 1"= 30' C—1 OA
WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES. —