NCC224015_Site Plan or Location Map_20221205

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SUSAN M. NEWMAN
DEBRA J. SMITH TERRY B. NEWMAN
DB 2226 PG 3927 DB 3575 PG 531
TAX PIN: 6805-69-6464 TAX PIN: 6805-69-8404
EX ST MH
R=891.05' D
INV OUT=885.7 18")
ELOISE M. MABE CONTROL POINT #2 (60d nail)
\ LONZE A. MABE N: 859,351.33' �
\ E: 1,607,168.02'
JUSTIN R. TRAUNERO _ - - - N O ro 106 N` \\ \\DB 2781 PG 2743 ELEV: 890.89' (NAVD 88)
i 1 11 TAX PIN: 6805-69-9399
LISA M. TRAUNERO
1 � ` DISTURBED LIMITS
DB 3153 PG 684 > `, _� - j
PB 33 PG 61, LOT 8 -'� / / / ,' ■ ■ j I 1 `- // 4,0
TAX PIN: 6805-69-5432 m - - �,� / 8 1 I 1 3❑ I
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SARAH B. GENNARI \ �\\ ---- // \ -- / 11 1\ i II 11 p2 \\ Cbq J
DB 2454 PG 307 ` _ / / / / I 1 1 j 1 I I I I 1 \ / -� Q
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INV-185 88'
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\` 1❑ _ / \ 8 D I I j I 1 / // /1 I /� % �> UQ Q� // N: 859,0%8 '
86 �( 871 I ® 1 r / V O // E: 1,607,02 .72'
8 ((( I D 1 j I IV� / �ko ELEV: 886. 3' (NAVD 88)
DISTURBED LIMITS - �c f
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( (/( / (/ (. RIM=886.25
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DB 1694 PG 992 SEDIMENT \\ xl D EX ST CB
PB 33 PG 61, LOT 3 BASIN #1 INV OUT=870.71\\ / iJ� / _
GERALD G. HOPKINS \\ I / yll � /Q NIV OUT-882.97'(15")
TAX PIN: 6805-68-5992
ANN C. HOPKINS EX ST MH
DB 1831 PG 564 \\ 1� ° G //rye` RIM=7
PB 33 PG 61, LOT 2882.76'(15"E)
TAX PIN: 6805-68-7912 \\�OA � // � V IN-
DONALD H. MARSTON PHYLLIS M. \\\ /�/ / I V OUT=882.06'( '
MARSTON
DB 2598 PG 90
PB 33 PG 61, LOT 1
AX PIN: 6805-68-8931
EX ST M
RIM
JB \24INV I =881 7'(15"E)
TOP=884.56' -_ `- RCA C, // IN IN=8 1.59'(24"
INV I=880.76'(24"E) 24"RC // V 0=881.56'(24"
INV O T=877.04'(30") \ A EX S I
CB D=884.81'
TOP=885.78' INV IN=881.71'(24"E) INV IN=882.40'(15")
Cl) INV OUT=881.98'(15")
INV OUT=881.64 (24 )
EX ST CB
- .38'
INV OUT=882. ' 5")
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PROPERTY INFORMATION:
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GLADSTONBURVRD
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PARCEL ID NUMBER: 6805-69-8341.00
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PARCEL ID NUMBER: 6805-69-8232.00
PARCEL ID NUMBER: 6805-69-6098.00
PARCEL ID NUMBER: 6805-69-9112.00
PARCEL ID NUMBER: 6805-69-8083.00
ALLISTAIRRD
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ZONING: RS-9
ACREAGE: 3.73
PROPERTY OWNERIDE\/ELOPER:
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AQUADALELN
NAME: AHER BUILDERS, INC.
ADDRESS: 199 COVINGTON PLACE
LEWISVILLE, NC 27023
PHONE: [phone]
CONTACT: SANJAY AHER
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email: [e-mail]
CHATHAM HILL RD
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SITE
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WOODGROVELN
ENGINEER:
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ALLIED DESIGN, INC.
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4720 KESTER MILL ROAD
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WINSTON-SALEM, N.C. 27103
PHONE: [phone]
CONTACT: STEVE M. CAUSEY, P.E.
WOODCRESTDR
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email: [e-mail]
SPILSBYLN
VICINITY MAP
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NOT TO SCALE
KEY NOTES
AO NEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
O NEW TEMPORARY SEDIMENT FENCE.
CO NEW TEMPORARY SEDIMENT FENCE WITH STONE OUTLET.
OD 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 MODULAR BLOCK RETAINING WALL. SEE SHEET C3.1 FOR
ADDITIONAL DETAILS.
HO NEW TEMPORARY SKIMMER DEVICE TO BE TIED TO OUTLET STRUCTURE.
lO NEW CONCRETE OUTLET STRUCTURE AND 24" RCP OUTLET BARREL.
OUTLET BARREL TO BE PIPE THROUGH RETAINING WALL. SEE SHEET
SWM-3 AND SWM-4 FOR ADDITIONAL DETAILS.
JO NEW TEMPORARY STONE CHECK DAM.
OK NEW PLUNGE POOL (SEE SHEET C3.1).
OL NEW TEMPORARY 18" CPP SLOPE DRAIN. SLOPE DRAINS SHALL BE
INSTALLED / RE -INSTALLED ON SLOPES AT 8 FT INTERVALS MEASURED
VERTICALLY.
MO NEW BRICK OR CONCRETE CATCH BASIN. NCDOT STANDARD 840.01 OR
840.02. ONCE CURB AND GUTTER IS INSTALLED WIRE AND STONE INLET
FILTER SHALL BE REMOVED AND "SILT SACKS" SHALL BE INSTALLED IN
STRUCTURE.
NO NEW CONCRETE 4 SIDED OPEN THROAT CATCH BASIN. NCDOT
STANDARD 840.04 WITH NCDOT 840.54.
OO NEW WIRE AND STONE CATCH BASIN/DROP INLET FILTER.
OP NEW BRICK OR CONCRETE MANHOLE. NCDOT STANDARD 840.51 OR
840.52.
QO NEW CONCRETE FLARED END SECTION. NCDOT STANDARD 310.01.
OR NEW PIPE OUTLET STABILIZATION. SEE DETAIL SHEET FOR DIMENSIONS.
SO NEW TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH
LINER. PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
TO NEW TEMPORARY "SILT -SACK" INSIDE OF STRUCTURE AS CURB AND
GUTTER IS CONSTRUCTED AND ONCE SUB -BASE HAS BEEN ADDED TO
ALL PAVED AREAS.
UO EXISTING CATCH BASIN HOOD, GRATE AND FRAME TO BE REPLACED
WITH THE FOLLOWING FRAME AND GRATE: EAST JORDAN IRON WORKS,
INC. - CATALOG NUMBER V4520 (VALLEY CURB INLET FRAME); V4520-1
(VALLEY CURB GRATE) OR U.S. FOUNDRY - CATALOG NUMBERS 5298
(VALLEY GUTTER INLET FRAME); 6298
(VALLEY GUTTER GRATE).
®NEW DITCH LABEL. REFER TO SITE EROSION CONTROL DETAIL SHEET
FOR DITCH CALCULATIONS. ALL DITCHES SHALL BE LINED WITH NORTH
AMERICAN GREEN S75 MATTING, STAPLE PATTERN D, DURING GRADING
OPERATIONS.
# NEW STORM DRAINAGE STRUCTURE NUMBER. REFER TO SHEETS C3.2,
C3.3 AND C3.4 FOR ADDITIONAL STORM DRAINAGE INFORMATION.
NEW CLASS "B" RIPRAP FOR A PORTION OF DITCH #1. SEE SHEET C7.2
FOR ADDITIONAL DETAILS.
STAGE 4 CONSTRUCTION SEQUENCE
1. CONTINUE TO MAINTAIN EROSION CONTROL DEVICES.
2. THE CONTRACTOR SHALL CONTINUE TO CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES AND
COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE;
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE INSPECTIONS FORMS SHALL BE KEPT
ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX.
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.
3. 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.
4. BEGIN SITE FINE GRADING. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
5. BEGIN CURB AND GUTTER, CONCRETE AND PAVEMENT CONSTRUCTION.
6. REMOVE WIRE AND STONE INLET FILTERS FOR CATCH BASINS IN THE ROADWAY AND INSTALL "SILT SACKS" INSIDE OF INLETS AS CURB
AND GUTTER IS CONSTRUCTED AND ONCE SUB -BASE HAS BEEN ADDED TO ALL PAVED AREAS. CONTRACTOR SHALL UTILIZE AN 8'x10' SILT
BAG FOR ANY UTILITY TRENCH DEWATERING OPERATIONS.
7. INSTALL WATERLINE AND UTILITY SERVICES.
8. INSTALL TEMPORARY ASPHALT BERM ABOVE CATCH BASINS 109 AND 110 ONCE BINDER IS INSTALLED. THESE BERMS NEED TO REMAIN
AND BE MAINTAINED UNTIL THE TOP LAYER OF ASPHALT IS INSTALLED.
9. RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE
PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE 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.
10. 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 BY INSPECTOR.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
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