NCC243032_Site Plan or Location Map_20241001

NOTES: /
61'TYP. PARCEL DATA: WATERSHED INFORMATION:
THIS MAP DOES NOT MEET G.S.47-30 AND IS NOT FOR RECORDING.
1S.REAR SETBACK TOTAL ACREAGE:19.05 AC.+/-(829,921 SF) THIS PROPERTY IS LOCATED IN A WATER SUPPLY WATERSHED PER LEGEND
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS,AGREEMENTS,OR RIGHTS-OF-WAY OF RECORD PARCEL#:#:1B33 18331821,182813&179773 NCDEQ WATERSHED WATER SUPPLY MAP. co
M £O
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. DEED REF: DB.1672 PG.1237 STREAM NAME:BOAZ CREEK
DB.1524 PG.2581 DESCRIPTION:FROM SOURCE TO MAVO RIVER S10N MUST C WATER METER U m N
CI
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OFATITLE REPORT AND DOES NOT NECESSARILY EXISTING ZONING:R$(CONDTONAL) CLASSIFICATION:WS-IV FLJ�C``(T OTILRYI O D , BOX ^w
13
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY. u u RIVER BASIN:ROANOKE *3 RDT R 7�--yy ORE HYDRANT W v N
EXISTING USE:VACANT O RO FOT�T ® WATER VALVE IwVI 'W� NT(HIV �, O. N N U
TOPOGRAPHIC INFORMATION TAKEN FROM AN AERIAL SURVEY PERFORMED BY SPATIAL DATA Z , PROPOSED USE:RESIDENTIAL Ga' by0� O SANITARY SEWER MANHOLE ISSMHI Or"
v O Z
CONsuLTANTS INC. TYPICAL - L.F.OF TOWN OF STONEVILLE STREETS:1,531 LF P 9c', OD s_MANHOLE ISTMHI JG j C V C
,. III PAD ,.V. PROP.LOTS:32 FLOOD INFORMATION: J r O N m O N
BOUNDARY TAKEN FROM SURVEY BY C.E.ROBERTSON&ASSOCIATES,P.C. TILITY POLE COT
• CONDITONAL RS SETBACKS: THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN PER NCFRIS PANEL U Pe KK ° O N LD L7 :
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING,INC. FRONT:20' #7928,MAP#37107928001,DATED 07/03/2007 4, GROUND LI PG �� S E M m N
SIDE:10' R/w nF-AWTv K: OD 0 `
20'FRONT SETBACK REAR:15' WATER&SEWER SERVICE NOTES: .p. ,¢. GROUND LIGHT E/P EDGE OF VA EL C N Y
EROSION CONTROL NOTES:(ALSO SEE DETAIL SHEETS) - 10'UTILITY ESMT. - MIN LOT SIDE WIYARD:10' E/G
Al
1.INDIVIDUAL RESIDENTIAL WATER TAPS WILL BE A MINIMUM SUPPLY -O
MIN. WIDTH:60' N
• GUY WIRE PRICE ST. Q
1. THE OSED AND9EDIMEN:ATI01 AC MIN.ROCUL-DE-SAC T STBAKFOR LET IN FRONT 40'AGE LINE ERVICS"INCH O MULTIPLE
CU.TOMIERS S LO RE EM A6-INCPLVING \ CONCRETE PIPE
2. THET
INTENDED EROSION
A AND SEDIMENTATION AEGRADINCRORES ES,MEASURESSURED DEVICESADDED SHOWN DELN ETED
BY THE
E DRAWINGS RE RADIUSETURNFC IN CUD L-DE-SAC10 FOR SERVICES WATER LINE.
ECR HYDRASWILLREQUIREALLTNCHCI CURB DI DROP
CONTROL
ONT OL S GUIDE.DE DEEMED
NIW6PROY TO PROGRESSES, SON BE ED A N EROSIONGRAE • NNO CLOSER
L SETTHAN CAN' BE RETHE 10'FOR HOUSE BUT DIAMETEREVELO WATER SE ANDFIRE SPACED
MINIMUM INSTALLED
F40'APART.A THE ® YARD INLET IVII FINISH FLOOR ELEVATION
OFFICERCONTRACTORFLS AS ATADDTIONAL E CONTROLEEROSION O OTHERND SEDIMENTATION.II IF INDICATED,GRADING
- MIN RE REQUIREN D:
THE GARAGE. DEVELOPERS SE LINES ILL HAVE
ATANIMIM 4-NCH ESE
EMENT
Lj
CONTRACTOR FEELS THAT ADDITIONAL NERMEASURESANDEN ENGINEER
THANTHOSE INDICATED,GRADING EP '� MIN REQUIRED:6.0005E 2.SEWER SERVICE LINES WILL HAVEA MINIMUM DIAMETER.QUIREAH ESMT BASEMENT
/
CONTRACTOR SHOULD MECONTACT TIONTHE CONTROL MEASURES
ENGINEER IMMEDIATELY FOR APPROVAL OF THE CHANGES. ADDITIONSER THE MAIN SEWER LINE WILL REQUIREANBINCH BEFORE OU DIG I p4 GAS VALVETPED / /
3. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND MAINTAINED DIAMETER LINE. CALL 811 N.C.ONE-CALL CENTER -DHR-OVERHEAD POWER LINE
IN ACCORDANCE WITH THE NCDER-LAND QUALITY SECTIONS'EROSION AND SEDIMENTATION CONTROL IT'S THE LAWI DMUE DRAINAGE MAINTENANCE SiUTILITY EASEMENT
PLANNING AND DESIGN MANUAL' TYPICAL LOT LAYOUT ---N---N---GAS LINE 1 K 6'1 ��
4. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES GROUND COVER NOTE: SCALE 1"=50' WATERLINE PERMANENT SWALE ,R =
REQUIREMENTS AS SHOWN ON DETAIL SHEETS. 1.MIN.LOT WIDTH OF 60'MEASURED AT THE W-W- VICINITY MAP
5. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT. BUILDING SETBACK LINES. GRAPHIC SCALE _�_- UNDERGROUND ELECTRICAL y TEMPORARY 'Cr)
6. STRUCTURAL FILL COMPACTION NOTE-AREAS OUTSIDE OF PUBLIC RIGHT OF WAY(REFER TO NCDOT OR TOWN 2.5EE LOT DATA&THIS SHEET FOR PROPOSED FENCE LINE
�y CLEAN WATER DIVERSION
1"-1�000' ��C c
OF STONEVILLE STANDARDS FOR AREA WITHIN RIGHT OF WAV THE CONTRACTOR SHALL REMOVE AND OR LOT DIMENSION STANDARDS.
'LOTS 1,2,6,17,18,20,23-29 TO BE BO'DEPTH /my% WDO05UNE ITYP.)
UNDERCUT UNSUITABLE SOILS AT THE DIRECTION OF A CERTIFIED TESTING FIRM PAID BY THE OWNER FOR ALL h = sILTfENCE
LOTS 3,4,5 TO SS'DEPTH
STRUCTURAL FILL/TRENCH AREAS.ALL STRUCTURAL FILL AND UNDERGROUND TRENCH AREAS SHALL BE FILLED LO 15CX U. DISTURBED LIMITS
IN SLOPE DRAIN
IN LAYERS SIX INCHES(6")DEEP AND THOROUGHLY COMPACTED WITH MECHANICAL COMPACTORS TO ATTAIN ` J
95%ING FIRM AND
COMPACTION TESTING OF THEFILLLKFILL SHALL BE PROVIDED By A CERTIFIED (IN FEET) /t(( 6,
TESTING FIRM AND PAID FOR BY THE OWNER FOR EACH LOT AND OR TRENCH AREA, f inch=60 ft. SKIMMER DEVICE
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_ / I \ inNi I a r•CARLOS U.ALARCON D.B.1599- / REF.NO.:
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oUTLET0E5IGNATION PIPESIZE FLOW ZONE W(FT) Le(FT) THCIQI6S STONE HYD. �\ 1 /� � - = O o/2/20
(IRA VELOCITY (IN) CLASSIFICATION l -f i� (�C/N� �-
(FPS) 7c C e - -,fNR �1,:
- .92 2 6 12 18 CLASS 8 / `� I •""*••,; Too". _,
P-6 24 9.34 2 6 12 18 CLASS / �1- --- 1 / ----------�---- _ - -� 1 1 I
P-21 15 4.52 1 3.75 5 12 CLASS A
P-13 8 L29 1 2 2.67 12 CLASS A C3
P-14 15 L98 1 3.75 5 12 CLASS A
P-15 15 3 1 3.75 5 12 CLASS A 3 0 F 7
P-17 15 4.63 1 3.75 5 12 CLASS A