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IY IY JLNSTO14 -SAJLe/�q l�'®/�� TJ[7L ��/�� ®lL .1Ld�V�p /12 C1.0 EXISTING CONDITIONS PLAN REVISIONS
[phone] C3.0 SITE PLAN
C3.0 EROSION CONTROL PLAN
C3.1 ENLARGED BMP VIEW PLAN
JS1I @LyCO R R 1ES COM C3.2 EROSION CONTROL DETAILS
C3.3 EROSION CONTROL DETAILS 2
C3.4 NCGO1
C4.0 OVERALL GRADING PLAN
C4.1 ENLARGED GRADING PLAN PROJECT NO.:2024.02
C4.2 ENLARGED GRADING PLAN 2 SCALE NOT TO SCALE
C5.0 DRIFTWOOD DRIVE PLAN & PROFILE DRAWN BY:KTL
C5.1 DRIFTWOOD DRIVE PLAN & PROFILE 2 CHECKED BY:MSL
C6.0 STORM WA TER PLAN DATE:04/19/2024
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C8.0 WATERLINE DETAILS SHEET NO:
�i� "A"RAVE"EM`u'°°°R°ETE°" `�`°` '°RT" C9.0 WATERLINE SPECIFICA TIONS
w CAROLINA DEPARTMENT OF TRANSPORTATION
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Line Bearing Distance Line Bearing Distance y
Curve Radius Chord Bearing & Distance Arc Length e,
LI N 16'-39'-42"W 25.76' L34 S 88'-24'-58"E 66.00' CI 35.00' S 58'-07'-42"W 26.84' 27.55' =<,‘ 11
L2 N 19'-56'-46"E 44.66' L35 S 57'-13'-37"E 21.06' C2 50.00' S 55'-17'-17"W 42.88' 44.31'
C3 50.00' S 6'-19'-12"W 40.00' 41.75' w LATHAM-WALTERS
L3 N 9'-77'-29"E 21.04' L36 N 74'-54'-40"E 18.46' m
L4 N 70'-41'-23"E 38.25' L37 5 30'-55'-58"E 27.68' C4 50.00' S 40'-50'-71"E 40.00' 41.15' m A ENGINEERING,INC.
L5 S 48'-23'-03"E 35.07' L38 N 8T-34'-35"E 12.69' CS 50.00' S 8T-59'-34"E 40.00' 41.15' O N.C.CORP.LIC.C-1815
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L6 N 67-53.-37"E 14.54' L39 N 66'-28'-76"E 11.56' C6 50.00' N 44'-51'-03"E 40.00' 41.15' GPv�1PVC'N HUNTERSVILLE,N.C.28078
L7 N 0'-22'-15"W 42.49' L40 N 87'-33'-21"E 29.36' C7 50.00' N 5'-52'-34"E 26.55' 26.87' PHONE:[phone]
C8 35.00' N 13'-01'-45"E 26.84' 2755• PROP.20'ACCESS EASEMENT W/TH ALL WEATHER FAX: [phone]
L8 N 17-55'-37"W 34.92' L41 S 54'-28'-72"E 19.84' SURFACE DRIVE FOR OFF-SITE SEPT/CS AND
L9 N 1'-57'-35"W 93.40' L42 N 64'-20'-78"E 19.24' C7 50.00' N 60•-07'-24"E 35.11' 35.87' ALTERNATIVE(EMERGENCY)ACCESS
L 10 N 21'-25'-48"E 24.57' L43 S 80'-15'-37"E 20.76' C8 35.00' N 58•-07'-42"E 26.84' 27.55' `��,� i i „�
L11 N 61'-10'-01"E 27.78' L44 N 77'-01'-06"E 374B' C9 205.00' N 49•-26'-27"E 94.74' 95.61' \\`��{ CARO[P',�2�`!'`'
L12 N 82'-34'-31"E 34.37' L45 S 89'-43'-35"E 27.43' CIO 255.00' S 56'-18'-37"W 60.39' 60.53' Q `�`pQ;.QFE58%C%4 8
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L13 N 25'-03'-42"E 79.10' L46 5 87'-23'-56"E 54.03' C71 255.00' S 42'-18'-26"W 64.05' 64.22' 10'GRAVEL DRIVE r0/
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L14 N t0'-47'-07"W 33.55' L47 N 79'-54'-73"E 185.35' 21.83 20'SIDE STREET F. 17646 -
L15 N 15'-56'-01"W 119.89' L48 N 46'-19'-20"E 32.53' SETBACK VICINITY MAP - °�
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L27 N 6'-33'-16"E 97.89' L54 N 83'-42'-51"E 64.23' pb/ / / *, �' \\ \EA \ ( \ \ ' SF+/- \\t• i' `> \s\\\\ CONSTRUCTION
L22 N 22'-56'-50"E 10367' L55 N 83'-42'-51"E 34.70' / 0.y 60�^ \ \ \ o,�, ;-' \\" ?tb10\•v \\" \
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L24 N 3T-21'-27"E 6.95' L56 N 44'-49'-50"E 29.00' 0,
L25 S 8T-16'-54"E 83.00' L57 S 2T-38'-25"E 22.81' / /..-;
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L26 S 70'-35'-38"E 26.94' L58 S 62'-48'-06"W 20.00' /�46' �� \\ \ w \ v \ M1 5 \ \ \ \ i 94'Q b�\ \�\ \\
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L27 N 82'-22'-26"E 22.82' L59 N 35•-34'-43"E 12.15' '/ \ 60%"\\ \` w \ • \v \\ \yf+/_ \\ \ l /\ \\\
L28 S 77-13'-42"E 23.06' L60 S 87-37.-38"W 21.64' ( \ o / Do-\ (, \ w,,,,\ 'oc \' \ \ \\\ 23107 \\\ '� qj c' \\\ \\ \\•
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L29 S 87-09'-48"E 26.88' L61 N 1'-01'-19"W 17.11• �,'/.5 \ \\\\/ �' \\U\ \ \ .• \ \ -. \v \ \ 7\ \sF+/- -., \ ��' -` \ \ \ \ \ \E;
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L30 N 76'-56'-57"E 76.37' L62 S 86'-59'-39"W 42.58' \ \ \ 00 \\n '� "' \ '. \ \ \ SF+ \ "y % C \ • \ \ \`\-A\
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L31 S 70'-00'-36"E 42.67' L63 S 86'-59'-39"W 96.33' .4.2' 34" \\ \N \ w \�,.�• \ ., \ \\ \\s/7\\ \\ ..p� ,1 \ \ \ \\ \\2121E N\.\\\
L32 N 43'-78'-29"E 74.57' L64 5 3'-28'-28"E 15.57' n ---\ \`' \"'� \ ^'� w •�`( \ \ \\ 9 \\ */- \\ \\ \ •\ \ \\ 49 SF+/\ \\\‘.\
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• • • • "< • • WETLAND AREA. • • 26 "� ( I L-. 3356E,\' \\�\ \z \\N� \\., \ \4 \ \\ \\\ IN 4 SITE DATA: �Z(
\ V 1.JURISDICTION: J
121
_ \ 4 RICHLANDS TOWNSHIP 1 11
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ONSLOW COUNTY, NC 28574 li
��/-.-. . // w = -_.--W _ \> 4 -1 10. /n 2 80`\ , ' -6•',1 \ ,'. \\>, \\Sc \. \ \ \\ ! is PARCEL ID:005222 0
r' \\ \ \ \ DEED BOOK 588E/PAGE 616
PIN ID:442300951387 /. . . . ,, .W. --_- - --- -�- / /��_ �� ��3\+/- \�� \\�DNS '�� 4 i \ \ \\\ \\• \\\ +m n/
PARCEL/{: 155747 • • • • • I t __- +� • • 10'ORAINAOEyEAS ENT / / -_ >. \ \ \ \ \ \\ I V 2. PURPOSE STATEMENT. Q LL
_- 27 / / \„ ? \ ( \ \ \ \ \ \ DEVELOPMENT OF PROPOSED SUBDIVISION FORA 50 LOT
✓ANICE H. BARBEE W• • • • • 1 _ . . . w . . . . . / / • S` \\ \ \ \
DB 63/PG 187 II . • _-.- . . . c . . . 4. 4.670 AC.+/- // \ >c-� \�j \ ` \\\ \ \\\ / \ \\ \\\i N SINGLE FAMILY DEVELOPMENT
EX. ZONING:RA _.--W W . . .. . . . . . . . . . . / 29 ', + sir. h; L..f \ \ \ \ \ \ I u 3.ZONING:
USE:AGRICULTURAL ' 3 + . . + .W W.W W . r% n 1.355 AC.+/- . , .- \ ,\' •\ \ \ \ \ \ EXISTING ZONING.RA
WETLAND AREA. /// 28
2 \\C�Sy \ \� 'i_. \\� ��\�� \\ \\\\ \\\\ \\\\\ \l PROPOSED ZONING:RA(NO CHANGE)
+?'• ' / ^' r• \ t \ \ \ \ \ \ 4.SITE ACREAGE'
/ // I. \�. \ \ \ \ \ \ \\ \ I EX.SITE ACRES:&48.30 ACRES
• . • . . T,GT . . . . . . • . . . . ,/ W I• \\Ay -•, \S \ \\ \\\ \ \ I WATER SURFACE AREA:f8.08 ACRES REVISIONS
.•.. •.•w•.• y . W•w•W• • •.•w•.•...• / I' '.,, \! \ \ \\ \\\ \ \ I EX. SITE AREA FOR STORMWATER CALCS,&40.22 AC.
g;
�.• • • • • . • •.WETLAND AREA.• .•.•.• //// • ' 9 66.11- `66.f 1' 66.1 f' S. WATERSHED DATA:
• �,. ,. . J/ / J ,_ 37155, 86.11 SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED DISTRICT.
I l• • • WETLAND AREA• • • • \• • • • • • -•- 325.53' 138.20
=_. =. . W. . .. . _- 6.SITE COVERAGE
'-\C' -.- =� <S 87-37'-38"W 1906.91' MAX/MUM IMPERVIOUS AREA PERMITTED: 24%
HOUSE PAD AREA:±2.65 ACRES=6.59R
/ , 758.23' 1711' 26.32' PAVEMENT AREA:±2.45 ACRES=6.095(INCLUDES ROADS&DRIVEWAYS)
/j 15.57' OPEN SPACE AREA:f31.31 ACRES= 77.85%(f48.30 MINUS 8.08 SURFACE WATER&IMP)
PARCEL TOTAL:f40.22 ACRES= 100.00X
1,1
/l SO//o PERENNIAL
JJ PIN ID:443303241924 TOTAL IMPERVIOUS AREA:f8.91 ACRES=22.15R
PARCEL#:024105
/ STREAM r IMPERVIOUS CALCULATIONS ASSUME AN AVERAGE 2,305.4 SF OF BUILDING
PAD&I( STARKEY J. SHAW
�� DB 6/PG A TOTAL
ALLOTMENT OF49,000 SF SF OF DRIVEWAY
MP RVIOUS COVERAGE PER FLOT.R ACTUAL
/'gip• EX. 5RA
I ,, X" USE:AGRICULTURAL ALLOTMENTS SHALL NOT EXCEED 24%.ER FINAL ENGINEERING,BUT TOTAL IMPERVIOUS
8
PROJECT TO REMAIN AS LOW DENSITY WITH NO MORE THAN 2 DU/AC.
7.BUILDING DATA:
MAX.BUILDING PAD SIZE:f2,500 S.F. (&50'X50) PROJECT NO.:2024.02
8.BUILDING SETBACKS:
FRONT.'30'MINIMUM SCALE:1"=100'
REAR: 15'MINIMUM
SIDE 8'MINIMUM DRAWN BY:KTL
C\ STREET.'20'MINIMUM
3 CHECKED BY:MSL
Z
DATES 04/19/2024
Qli
g V� a TDT2EPDe�D Ta.�snEDEEs�rTD��EaeEEAP r
:ER°Es.REPARTIES
OCA.DPP RTOBE�IN�N�`CONS RUCTION. GRAPHIC SCALE
ONT�OTOa sRESPOnsO E1OPPaO�OE�PPO D
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I- 9 - _ 11
SHEET NO:
�, �� , AlPA�EMEaTc�TSDan:ZEa4=-TAa1%47„
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cnaounn DEPARTMENT OF TRANSPORTATION. s IN FEET) �\�\ .0
0o Know what's below. nl sST AWRI 0 sue 10S0zsPnaTP.orrnsmm�Eno1D. 1 ch= 100 ft. /\`/.L
N Call before you dig.

LEGEND •.1-..4--.f�.1-. l
G•o
CONSTRUCTION SEQUENCE NOTES: TEMPORARY DIVERSION DITCH E 'n
GENERAL NOTES' ‘ ) 1
1.RECEIVE APPROVALS FROM NCDEO. STABILIZED CONSTRUCTION ENTRANCE -1
I.
PROJECT ACREAGE t48.30 ACRES W � LATHAM-WALTERS
2.NOTIFY NCDEO REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING LIMITS OF DISTURBED AREA LAT/NDE.•34.939711 LONGITUDE-77.556835 m
ACTMT/E5 AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE.
ENGINEERING,INC
MAINTENANCE PLAN: SILT FENCE _ 2.DISTURBED AREA=t 14.44 ACRES aN p0
N.C.CORP.LTC.C-1815
1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. SILT FENCE STONE OUTLET - ® 16507-A NORTHCROSS DRIVE
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES 3.SEE SHEETS C31-C2.4 FOR£ROS/ON CONTROL DETAILS. PVC'Nj HUNTERSVILLE,N.C.28078
OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES 4• CLEAR&GRUB MINIMAL AREA R£OU/RED FOR INSTALLATION OF EROSION COIR MESH BAFFLES G+� VPN
CONTROL DEVICES 4. THE PLAN APPROVAL IS BASED UPON THE EX/577NC S/TE GP PHONE:[phone]
SHALL BE MAINTAINED UNTIL FINAL STAB/UZAT/ON HAS BEEN OBTAINED. CONCRETE WASHOUT ;�: CONDl7TONS.ADOR/ONAL MEASURES MAY BE REOU/RED
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS 5.INSTALL PER/METER SILT FENCING&CLEAN WATER DIVERSIONS ' IF THE PROPOSED MEASURES CAN NOT FUNCTION AS FAX [phone]
ROCK CHECK DAM ::a::. INTENDED.
OF THE SITE WHERE CONTWITH N ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY 6.INSTALL SKIMMER BASINS AND INSTALL COIN MESH BAFFLES AS SHOWN.
CEASED,IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT. C3.0 5. TOPO&BOUNDARY PROVIDED BY: ,"TINT
ROCK DOUGHNUT INLET PROTECTION r,
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. COE FORESTRY&SURVEYINGso,,,,,!.!
``�N CAR"
3. SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN STORAGE ``'C O
P.O.BOX 36 .`�Q-.•°°°°°°°•.
SEDIMET REACHES SOB. GRAVEL/S TO BE CLEANED AND/OR REPLACED WHEN THE 8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL DATED- I7,NC 27373 SITE `O°.•aFE55/
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
MEASURES ONCE INSTALLED. 336-769-4673
4. SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES DATED: 11/29/2023 / SEAL _
APPROXIMATELY 0.5'DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS 9. UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE _ 17646 ° -
VICINITY MAP
NECESSARY TO MAINTAIN A BARRIER. ---'5',.... 19/�:'Q
10.COMMENCE GRADING OPERATIONS FOR STREET AND LOTS. N.T.S. •.,p A/EP.•°1`�
(` AtINE •(
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED • ,c,,° ••°P.``�
L NTA/NED DURING ALL PHASES 11, ONCE GRAD/NC ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND i )( t G' �- 1 O y, �"' ''''cC••••••L
Z OF URBEDCONSTRUC770N UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL MULCHED PER SPECIFICATIONS. EROSION CONTROL MEASURES ARE TO REMAIN n{ ) / S ) �`), l /I 1 , L 5.
g D/STUBBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE INTACT FOR HOME CONSTRUCTION. 1 4 yC I ( ``` rr�illH,
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE �•,' 1 \ �, \'\\�`� „'r "
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE 12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON PIN l0:�44330 1 16334 7 f1 f Y�`<J r �1 PROP.20'ACCESS EASEMENT WITH' L WEATHER NOT
CONSTRUCTION IS COMPLETE AND THE SITE IS STABIUZED. INDIVIDUAL LOTS. BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION 1' ,� ) SURFACE DRIVE FOR OFF-SITE SEPT/CS AND ISSUED FOR
ENTRANCES AS PER DETAILS ON SHEETS C3.0&C3.1 AS NEEDED TO ENSURE NO -----„-�, PARCEL 1 008840 pi l- IJ < P / 2
_ JOHNNY I. BROWN I J S ? ALTERNATIVE(EMERGENCY)ACCESS
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE 7HE TRACKING OF MUD OFF-SITE SEDIMENTATION. ` r A �1�5C/^'� IlJ �J <..J U\\`< �� CONSTRUCTION
ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL To- _ tiDB 737/PG 101 4 ___� _ ) (`-'� J\DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. 13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE EX.ZONING:RA __-' „r..%o o cZ�r } ___- C t\ 1`\\��/5
GRADING AND HOME BUILDING. -' • ,. S•`c ;,�
S
/ C Y ______________ )
? f0 ORNE WITH f 4 \\
14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY ti <
AREAS ARE STABILIZED AND NCDEO HAS AUTHORIZED THE MEASURE REMOVAL. Ao„J 53'RADIUS ` • ',J,- 20'SIDE STREET A `\ \
t v�r _jd SE(ft4�K ?n ip /,
_ /' o- --= -' R?. �', l DRIFTWOOD DRIVE,
y,/' N y, .r11, m= � £x.cucvERr LLC
--..r X"" S 88'-4-44 E> --- ,,_ , � �\ \ \\ 4�, T''1 m\ \b�\` 18 RCP
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)� 11M- '..... �_-1 \ \ \\ J \\\ (i F+/;. `NV 65.75
~- • / OFF SITE SE'C 1 Q• n�\\ \ \\ 4 \ \ 20070 \\'� 20010 ♦i I ''' `'t CONCRETE
�_�r PROP. 10'DRIVE WITH 0 LOTS 1-5 ♦ "-� 2JI95\ SF"(' I / SF+/ °•. �♦? (ryp
85888 SF+ /♦Y \ \ 5 \\ SF+ 1 \ a.( {' \ WASHOUT ) 3409 UNION GROVE ROAD,
MINIMUM 28'RADIUS •C� . /, /•- - ^\ \ f \ \ \ 2s�1 \ r{ i \ •/ f \�� AB/UZED WINSC 27127EM,
(DRAWN TO SCALE- '2 1, •p i \ ' \ 2Jr07\ F+/ \ /i . \�\ \ • / /r .�'r;" NC 27127
1 t• ^\ \ , / I \ \ --rt / / `ry�EN7RANC£TION PHONE:[phone]
1<� I 1 Y \ / • %rift E.S..!s‘ci,:.,e6� \ .� /�� [e-mail]
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PIN ID:442300J57387 . 5 11)()``\` I+/ t oV•('L) 0.9 . . .J� �� - / Y \ \ -. 1'\ .
PARCEL : 155747 / dy 1.y 1. . _ 3" � � ♦y --3i\a \ „..5
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m 0 N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
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PHONE:[phone]
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/';\ 71 'r, 1. PROJECT ACREAGE 148.30 ACRES
LIT/TUDE:34.939711 LONGITUDE:-77.556835
2. DISTURBED AREA-t 14.44 ACRES
0,
3.SEE SHEETS C3.1-C3.3 FOR EROSION CONTROL DETAILS.
4. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
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PROJECT NO.:2024.02
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WALLBURG,NC 27373
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DATE 04/19/2024
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a ENGINEERING,INC.
m 0 N.C.CORP.LIC.C-1815
a 16507-A NORTHCROSS DRIVE
J° vPp1P�C'Nj HUNTERSVILLE,N.C.28078
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\, l \I \ \ \ \ \ , •� \ \PP y 5 CONSTRUCTION
\\ \\ \ S \\♦\ ♦♦♦ _ \\ ��c, .\\ \ � GENERAL NOTES'
\ \ \ % l \ ♦♦ ••/ \\ \PP�yg� \ \\)// 1. PROJECT ACREAGE.:&48.30 ACRES
\ N ___-/
( \ ` �♦ \ • ,Ni\\ \\ � �s LATITUDE. 34.939711 LONGITUDE. -77.556835 DRIFTWOOD DRIVE,
� N \ \ ILL♦ rr \\ Fib' \..\ '(� 'r-� // 2.DISTURBED AREA=& 74.44 ACRES LLC
/ 1ptl 3.SEE SHEETS C31-C3.3 FOR EROSION CONTROL DETAILS.
\ \ f // ♦♦li \ \1 _ \' ,s\-� \\ \ •• -- / / 4. THE PLAN APPROVAL/S BASED UPON THE EXISTING SITE
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\ \ ,�M-- /♦♦ I\ -- \ \TZP yl5 ; `\ CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED
T. '�// -� / \ 3409 UNION GROVE ROAD,
\ \ *� / \\ / / IF THE PROPOSED MEASURES CAN NOT FUNCTION AS
n \ \ \ lNT£NDED. WINSTON-SALEM,
// \ N A �G�' �� •• / ( ,J•A�\ 5. TOPO&BOUNDARY PROVIDED BY: NC 27127
PHONE:[phone]
\ s�_l N 777 1/4 \\\QP•y6�j '� G \ \\ Q� \` COE FORESTRY&SURVEYING [e-mail]
f ✓��6 QP yg. P.D.Box 36
^' \ �'— ` ^f WALLBURG,NC 27373
/ \ N. \ QP 6 f J•\ \\ ( \ 336-769-4673
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•v -, /.�,N �� / \`\V PD��y �V Alm i'�• �♦ DATED: 17/29/2023
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0
DATE:04/19/2024
ZCONTRACTOR
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CONTRACTOR IS RESPONSIBLE
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m0, LATAAM-L14LTERS
ENGINEERING INC.
m A N.C.CORP.LIC.C-1815
UGNtp 16507-A NORTHCROSS DRIVE
pP,pg1P HUNTERSVILLE,N.C.28078
PHONE:[phone]
FAX: [phone]
80 80 — FESS ROCt 1
SITE Q°O V0/ O
SEAL _
17646
VICINITY MAP A�/q°T
N.T.S. , .f, E EP.°�?C'4, N ue:
PVI A:4+56.48 ',, LL eSVL-,,s
PVI:LEV:64.56 ,II1.1
•
30 n0
_ L C:60.00 J NOT
$s LLOOWP ELEV:64.1 ISSUED FOR
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70
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— �Do� _ EX.GROUN — — — — —' DRIFTWOOD DRIVE,
LLC
` 1 - — G i —
PROP.GROUN 1
3409 UNION GROVE ROAD,
24"RCP(CLASS IV) WINSTON-SALEM,
NC 27127
60 6^PVC WATER
PHONE:[phone]
is _ 60 [e-mail]
DRIFTWOOD DRIVE(1) Z W
1"=40'(HORZ.) (�
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V Z
50 50 J > Q
eg e8 em m Iii Sm m iii et gi$ Im 8 e� s� 28 e� em
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3ki 1 50 z 49 48 47 z 46 z 45 ` 4oassr+/- 43 ,. 42 41 40 39 O O
1n - 20100 SF+/- 20100 SF+/. 20100 SF+/- - 20100 SF+/- w 45093 sf+/- 35014 SF+/-
Q II o 21218 SF+/- 20100 SF+/. m N e o n yQ4, X n 1 n 1 m 29592 SF+/- 1 N 36715 SF+/- 1 N 43142 SF+/- 1'T 0 Q O
O 3 m1 II x L J L J L J J mL J L J 30'FRONT SETBACK /�I Z L— J m NL a L — ____ 1 I_ _ ____ I n Q
1 1 I' PROP.WATER SERVICE(TYP.) —I
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F I 60.00_ �_ 62.34' �� 63AP 84.60_ �� 65.83_ 87.14' _ _ 13:. !qs _ _ 109.81' _ _ _ _ 10].fil_ _ _ 60.00_ fi0.00_ _ 60.00' 60.00' '
J Z �INV.61,00t — — — o- Q -- I:
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3 PROP.EOP • � ^� �a _ ¢w
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TIE TO EXISTING PAVEMENT STA.0+11t x — 132.05 -I- 9r05 77.30' — �~ — 77.7— 11- —E63i.8' „Iv ]725'� 60.00' �F 60.00' 60.6br — •• M.0' b0.00 F .00' 60.00' — T 60.00'
W ) .61.19t
60' 3 I )� 8X6"TS&V PROP.B240L.F. PROP.F.H.W/VALVE PROP.t534L.F. PROP.F.H.W/VALVE REVISIONS
UBL C _8"PVC WATER LINE FROM TS&V 6"G.V.BEYOND TEE _6"PVC WATER LINE FROM F.H. 6"G.V.BEYOND TEE FROM F.H.TO MATCHLINE 10+001NE
10 TO F.H.,3'-5'OFF EOP TO F.H.,3'-5'OFF EOP,
I I 3'MIN,C(OV R I 7 7 - - - _1 r
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2' I IN 1 1P1 2 3 4 5 6 ml 7 8 9 10 ml 11 12 M 13 14
EPIEP �) w 20010 SF+/. 20010 SF+/- w 20010 SF+/- 23195 SF+/. w 29991 SF+/- N w 23107 SF/- m 20010 SF+/. 20010 SF+/- 20010 SF+/- m 20010 SF+I- 20010 SF+/- 20010 SF+/. 20010 SF+/- 20010 SF+/-
w I : la l
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IWATER LINE NOTES: J RM EL.65.17t
CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING 15 POE/ INJ.61.83t
UTILITIES PRIOR TO CONSTRUCTION. % µOP ROADWAY NOTES:
CONTRACTOR SHALL CONTACT NORTHWEST ONSLOW WATER.,[phone],THREE
(3)WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL PROJECT NO.:2024.02
THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE -' EXISTING UTILITIES PRIOR TO CONSTRUCTION. -
CONNECTION TO THE EXISTING LINE, INy.62.24t I I SCALE: 1"=40'(H)&1"=4'(V)
CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
&LAND SURVEYING,PLS. DRAWN BY:KTL
NORTHWEST ONSLOW WATER WATER SYSTEM.
INSTALLING CONTRACTOR SHALL NOTIFY NORTHWEST ONSLOW WATER INC.THREE(3) 3.CONTRACTOR SHALL VERIFY OUTFALL INVERTS PRIOR TO INSTALLING PIPES. CHECKED BY:MSL
WORKING DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO BE WITNESSSED BYA REPRESENTATIVE OF THE CORPORATION&THE 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO DATE:04/19/2024
ENGINEER, INVERTS SHALL DISCHARGE IN FILL SLOPES.
I.CONTRACTOR IS FULLY RESPONSIBLE FOR APPRO ATE PARTIES AND ASSURING THAT EXISTING
CONTACTING 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
811O UTILrornARELOCATEDPRIORTOBEGINNINGCONSTRUCTION UPON COMPLETION ALL LINES SHALL BE FLUSHED PRESSURE TESTED AND NCDOTS"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
DISINFECTED IN THAT ORDER.
:,CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES GRAPHIC SCALE
USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC 6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN SHEET NO.
UTILITY INSTALLATIONS IN NORTH CAROLINA. ACCORDANCE WITH NCDOT SPECIFICATIONS. °o 0 20 b BO 160
/� sl ALL PAVEMENT
B SR ERE PPA AR LED UC ACCORDING
TO STANDARDS
OF THE ON NORTH CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAYS PRIOR TO = MI
- COMMENCEMENT OF CONSTRUCTION. �\ .0
a Know what's be low. '?s'7,17,waLSEAccoROlrvGroos,"OZTCnINGDED CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID ( INFEST) ■/V�
N srnrvDARos PAnT leis susrnar P,oR AS AmNEN EXISTING UTILITIES. 1 inch= 40 ft.
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N

90 90 T. L1 WE
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m 0, LATAAM—Lj ALTERS
ENGINEERING,INC.
m A N.C.CORP.LIC.C-1815
UGN'0 16507•A NORTHCROSS DRIVE
pP,pg1P HUNTERSVILLE,N.C.28078
PHONE[phone]
FAX: [phone]
uUI"1q„
80 80 �,Q- CARO'' %'
SITE O hi:
-/i jS%%at 1
PVI STA:11+53.70 J. (5
PVI ELEV.71.53 A SEAL _
K:47.62
LVC:200.00 VICINITY MAP Y `�
17646
HIGH PT.STA:11+01.32 N.T.S. .7C.•f 6,-•°•r:
°: 4/19/i.°Q-'
4CINE°•°•'C
HIGH PT ELEV:70.77
'��CL°S. °'P`s'
" NOT
8 8 8 ISSUED FOR
gm gw
CONSTRUCTION
70 70
ES.GROUN
DRIFTWOOD DRIVE,
—._ .....1:\ LLC
3409 UNION GROVE ROAD,
` \ WINSTON-SALEM,
320E NC 27127
60 PROP.GROUND \ \ 60 PHONE:[phone]
[e-mail]
,,
yw
DRIFTW000 DRIVE/2) \ \ 7
1"=40''HORZ) L 06
1"=4'(VERT.) 0 z
50 50 z
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11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 CO 0 w (NJ
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WATER LINE NOTES: Q z 0 O
\ CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING O O
UTILITIES PRIOR TO CONSTRUCTION.
3CL
I I 1 I \ \ L9 / CONTRACTOR SHALL CONTACT NORTHWEST ONSLOW WATER.,[phone],THREE O O
I• I ya (3)WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE U) n
^' I , \ \ - \ 30 \ 1 1.355 qC.+/. , / THREE WORK DAYS IN ADVANCE TO ALLOW AREPRESENTATIVE TO INSPECT THE Q O Li
CONNECTION TO THE EXISTING LINE.
CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
z
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\ 292805E*- \ Z �2 / Q
f.
2 \
\ \ \ \' \/ -o NORTHWEST ONSLOW WATER WATER SYSTEM.
0 38 / I= I I.,• I I°. I \ \ \ \ a, ye' / \ ,& 2 INSTALLING CONTRACTOR SHALL NOTIFY NORTHWEST ONSLOW WATER INC.THREE(3) T
�OS85F+ 1 - / ` WORKING DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE
1 1 1
'i 3� I y' I I,. I I I \ \ \ \ 31 \ \ / \ \ �90'i TEST TOBEWITNESSSEDBYA REPRESENTATIVE OF THE CORPORATION&THE C) LL
I_ I 474035E+/ - 36 ° 3 \ \ \ SF+I- \ •y PROP.2'GATE 4.15' ENGINEER. N ^'
�J \ I I 397385E+- I, / I \ \\
\ 32 \'� 33P.>62 VBLOW-OFF \ UPON ALL LINES Q LL 'E�
/ `S \ 28203 SF+ v HALL BE FLUSHED,PRESSURE TESTED,AND L.L
J I j I 38073 W °ate \ \ DISINFECTED A THAT ERFOR
3 I.=1 ro \� \ \ J p'sI ALL WORK SHALL BE PERFORMED BY ACONTRACTOR LICENSED TO PERFORM PUBLIC a
I
_ W 34 x 33 F+ \ / / N 45°-25'-08"E'385.58'
SF+A y \ UTILITY INSTALLATIONS IN NORTH CAROLINA.
S` ` ` I ° 200105F+/- 0 2t2055 \ - "a CONTRACTOR SHALL NOTIFY ENGINEER THREE WORKING DAVS PRIOR TO
=2 `` ` ` I • \ \ / ` \- / / COMMENCEMENTOF CONSTRUCTION.
yW 80.00' J /\
\ �60! I CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSARY TO AVOID
tiWill1281,y1. 600 -.p0, ` 0•FRONTS PROP.W TER SERVICE(TYP,) / - /I a EXISTING UTILITIES. REVISIONS
f y N62°48.�°E� ` EK 6009- u 6 \ Al
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OR ��
PRO`I_ oo F\F �pO ��: r �sER IN M zv,F\ ROADWAY NOTES:
20 ,--0p=8'.R=2306� R.D FROM F.H.TO BLOW OFF.,3E5'OFF C e�\ �>,
\ \ 1.CONTRACTOR SHALL DETERMINE LOCATION,ELEVATION&SIZE OF ALL
14 `I .'� D=26.75,is n=54.6868 �0C EOP,3'MIN.COVER \ /\ IC?
O"V \ 'r EXISTING UTILITIES PRIOR TO CONSTRUCTION.
200f0 SFy- I 12 / ` ` 6p.�, 0yt � / \ \ 7 \sB° \ AOOP \\ 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
I °f _ PROP.2905 L.F.6"PVC WATER L E / y b &LAND SURVEYING,PLS.
1S FRO MATCHLINE 10+00 TO F H. 60.53' 64.22 \b
A. I 26.61S SFy I.. I 16, / \ \ \ 5 3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES.
/ `I A �� 2 PG.,. \F
_ / PROP.F.H.W/V•LVE /� m\ 2 I- 9`)'y5 s \ 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
.- /
.I /
25347 SFy- I /
6"PLUG-2"TAP WITH \ \ \ 23 \ .3.i. 154T p0+ \ INVERTS SHALL DISCHARGE IN FILL SLOPES.
I y y I 245v`OSFa.- I °GV BEYOND TEE / \ 22 N 16T3 AC+ \
/ I° I I 4 / / I 1g / r �l \ \ \ $\ 5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH —
312285E+1- \ �\ to NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS".
I I I^ I I° I 25S57SX, 1 • I 2$4 19 I
I I I 21 \ �,\ \ �\ \ \ \ \ 6.ALL PIPE SHALL BE NCDOT APPROVED PIPE AND SHALL BE BEDDED IN PROJECT NO.:2024.02
'-1 \ \ ACCORDANCE WITH NCDOT SPECIFICATIONS. SCALE 1"=40'(H)&1"=4'(V)
I I I I I, I 8B SF. I 21398 o+ I "I 1.093 AC.+1- \ �ti\ \ m\
' / I I I" I I / IW I \ �\ \ `,\ \ \ DRAWN BY:KTL
I / I I I I ,I \ '4\ \ \ CHECKED BY:MSL
DATE:04/19/2024
APPROPRIATE ARTIES AND / y/
IS FULLY GRAPHIC SCALE
1ISTING
so 180
311 AO EPUBLIC.RESPONSIBLEU ORP BARRICADESNGRING THAT K p a
O ETC.,AS NECESSARY TO INSURE SAFETY n` SHEET NO.
�� sl.ALL PAVEMENT CUTS,CONCRETE OR ASPHALT.ARE TO ( IN FEET)
BE REPLACED ACCORDING TO STANDARDS OF THE
z \ CAROLINA DEPARTMENT OF TRANSPORTATION NORTH 1 inch= 40 ft.
N
D_ Know what's below. °`SHORNGWELPEADDORDNOTOOSHOTRNNCRNO C 5. 1
a NDARDSP RT,a:aDUaPARTP DRAD MMeNDeD
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N

y
VEGETATED CONVEYANCE DITCH CALCULATIONS 10 YEAR STORM G-Sa L1I
i.
GENERAL NOTE: LOW DENSITY CALCULATION: Channel Bottom Drainage Impervious Grassed Runoff I30 010 Mennines Slope Ditch rvormal Velocity Ditch Liner -t
1.JURISDICTION: TOTAL SITE ACREAGE=48.30 ACRES ID Width Area Area Area CoMf 0 (Ditch) k/k Length Depth &Final Grau W LATFIffl/lI-6'Y,9LTERS
RICHLANDS TOWNSHIP WATER FT. AC. AC. AC. In/hr CF5 FT. FT. FPS a ENGINEERING,INC.
ONSLOW COUNTY,NC 28574 ACT1 2 0.78 0.39 0.39 0.65 8.69 4.41 0.0530 0.0100 481 0.68 1.61 NAG 5]S STAPLE PATTERN"D" m 0
PARCEL ID:005222 N.C.CORP.LIC.C-1815
TOTAL BUILDING AREA(AVERAGE)=50 LOTS @ 2305.4 SF=115,270.55 SF=2.65 ACRES MIX(SOD&BUNCH) 16507-A NORTHCROSS DRIVE
DEED BOOK 5889/PAGE 616 TOTAL ADDITIONAL MISC.IMPERVIOUS=50 LOTS @ 3000 SF=150,000 SF=3.44 ACRES VCD 2 2 1.93 0.61 1.32 0.54 a.69 9.05 0.0480 0.0100 481 0.91 2.10 NAG MIX 1575 TABUNCN RN"D" NP�PJGNj HUNTERSVILLE,N.C.28078
TOTAL DRIVEWAYS(AVERAGE)=50 @ 1,406.54 SF=70,327.02 SF=1.61 ACRES GN PHONE:[phone]
2.PURPOSE STATEMENT: TOTAL ROADWAY GRAVEL=16,066.60 SF=0.37 ACRES vco 3 z 1.16 0.]1 o.as o.]z 8.69 ].23 0.0490 0.0100 620 0.83 1.94 NAG 500&I PLC PATTERN"D"
DEVELOPMENT OF PROPOSED SUBDIVISION FOR 51 LOTS TOTAL ROADWAY PAVEMENT=36,466.07 SF=0.84 ACRES NAG(SOS&BUNCH) FAX: [phone]
VCD4 2 0.84 0.42 0.42 0.65 8.69 4.]4 0.0520 0.0300 595 0.]0 1.66 MIX 5J 0&RANTERPATTERN'D"
TOTAL STREAM&WETLAND AREA=8.08 AC MIX(SOD&BUNCH)
3.WATERSHED DATA: TOTAL IMPERVIOUS=8.91 ACRES VCD5 2 0.81 0.45 0.36 0.68 8.69 4.81 0.0380 0.0320 600 0.15 3.21 NAG 575 STAPLE PATTERN"D" ,������1r
SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED PERCENT IMPERVIOUS=8.91/40.22 x 100=22.15%4 24% MIX(SOD&BUNCH) ,`` N ARp
DISTRICT. Vco6 2 0.]3 0.3] 0.36 0.65 8.69 4.15 0.0390 0.0320 600 042 3.03 NAG 575 STAPLE PATTERN"D" ��`�•pO°••••°° [P'��'�'`'
�Or FEiNed O55/04 8
VEGETATED CONVEYANCES: SITE >0
4.SITE COVERAGE: VEGETATED CONVEYANCES SHALL BE CONSTRUCTED PER THE DETAIL BELOW.THEY SEAL _
MAXIMUM IMPERVIOUS AREA PERMITTED:24% NOTE:VCD10&VCDIIARE BY-PASS -SITERUNOFFTHROUGHTHEPROJECT. °
SHALL BE USED FOR ROADSIDE SWALES,SIDEYARD AND REARYARD DITCHES,AND = t 7 7646
HOUSE PAD AREA:±2.65 ACRES=6.59% BY-PASS DITCHES FOR OFF-SITE DRAINAGE. VICINITY MAP 3,• •�;
A/19/ !Q
PAVEMENT AREA:±2.45 ACRES=6.09%(INCLUDES ROADS&DRIVEWAYS) N.T.S. '�'°•°F'1tINEEP•`
GRAVEL AREA:±0.37 ACRES=0.92% '',/,',C°••°•°••••••v".S,`
§ DETACHED ROOF DRAINAGE: LL S. 1'
TOTAL ADDITIONAL MISC.IMPERVIOUS=150,000 SF=3.44 ACRES(LOTS @ 3000 SF)=6.55% ALL HOME ROOF DRAINAGE SHALL BE DETACHED,AND NOT CONNECTED TO ANY STORM ) I `��
OPEN SPACE:±31.31 ACRES=77.85%(48.30 MINUS 8.08 AC SURFACE WATER&IMP AREA) DRAINAGE SYSTEMS. S S \ 1� t �` rrr1111111 er\
PARCEL TOTAL:±40.22 ACRES=100.00% 1 1 \ ` 1Jf } 11 NOT
DEED RESTRICTIONS: PIN ID.44330 1 16334 7 TS f ^r�J \ sp rdl ^' �\ ci ISSUED FOR
TOTAL IMPERVIOUS AREA:±8.91 ACRES=22.15% PARCEL J/:008840 R/ 6 < (�
THE OWNER/DEVELOPER SHALL RECORD DEED RESTRICTION THAT WILL PROHIBIT ��. ll d A _S ? ' "Jz �\\\� \ �n
�-- ✓08 73 1. BROWN I 1
REMOVAL OF SWALES,PROHIBIT TYING ROOF DRAINAGE INTO ANY STORM DRAIN LINES, _ ` DB 737/PG 101 ��.Nui -7 i 1' $.�� V``�\ CONSTRUCTION
' IMPERVIOUS CALCULATIONS ASSUME AN AVERAGE 2,305.4 SF OF BUILDING AND EXCEED ALLOWABLE IMPERVIOUS AREAS. EX.ZONJyG:RA _-' �� _.ry so^ o C.JV- --_>_r -__ 20'ACCESS EASEMENT WITH ALL '\'4, \c` ,.
PAD&1,406.54 SF OF DRIVEWAY AREAS,&1406.54 SF OF MISC.BUILDING AREA _______ __-, /, ' t - -- THER SURFACE DRIVE FOR / ` \\� 6
----- __ - --�- ' OFF-SITE SEPT/CS AND FOR A TOTAL ALLOTMENT OF 9,000 SF IMPERVIOUS COVERAGE PER LOT.ACTUAL ----- -_ ___ _--' - � :,,,IrLV
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PROJECT TO REMAIN AS LOW DENSITY WITH NO MORE THAN 2 DU/AC. -~----� 88' 4"£> ;76.12•-__ ' `�`- `'. � � f�` DRIFTWOOD DRIVE,
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ENGINEERING,INC.
N.C.CORP.LIC.C-1815
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PROJECT NO.:2024.02
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