NCC233303_Site Plan or Location Map_20231107

LIVE
LATHAM-WALTERS
HIUFX ST X ENGINEERING,INC.
NyBR00. DR " N.C.CORP.LIC.C-1815
sro SUNDIAL Si 16507-A NORTHCROSS DRIVE
HUNON000N R0 HUNTERSVILLE,N.C.28078
PHONE:[phone]
OREEKAOE UN FAX: [phone]
OAKWOOD DR
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A ��H IICA�O
VICINITY MAP oFEslp• i'' _
NTS.
SEAL _
S TONYI ROOK SOUTH 17646 _
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S.
SUNDIAL STR1 1:K��I1 (OLD US HIGHWAY 52)
LExiNGTON NOR 7 H CAROLINA 27295 SUNDIAL VENTURES,
DA
V DSON CO llJ N V v LLC
SUNDIAL VENTURES,LLC
3409 UNION GROVE ROAD
WINSTON SALEM,NC 27127
PHONE:[phone]
[e-mail]
CIVIL PLANS
FOR Lo
CV
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S UNDIA VENT UR ES, L�' 0
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3409 UNION GROVE ROAD °� J S
CO
WINSTON SALEM, NC 27127 z LU
704_562 5012 °
[e-mail] Z
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REVISIONS
SHEET INDEX
Sheer Number Sheer Tide
C COVER
C1.0 SITE PLAN
CI.1 SITE DETAILS
C2.0 EROSION CONTROL PLAN
C2.1 EROSION CONTROL PLAN
C3.0 EROSION CONTROL DETAILS
C3.1 EROSION CONTROL DETAILS
C3.2 EROSION CONTROL DETAILS PROJECT Na:2022.07
C3.3 EROSION CONTROL DETAILS NCGOI SCALE. N.T.O.
C4.0 SUNDIAL STREET PLAN&PROFILE&WATER LINE PLAN
DRAWN BY:ABZ
C4.1 SUNDIAL STREET PLAN&PROFILE&WATER LINE PLAN
C5.0 WATERLINE DETAILS&SPECIFICATIONS CHECKED BY.MSL
C6.0 SEWER PLAN&PROFILE DATE.5/9/2022
C6.1 SEWER PLAN&PROFILE
8 CONTRACTOR IS FULLS RESPONSIBLE FOR CONTACT NG C7.0 SEWER DETAILS
APPROPRIATE SORTIES AND ASSURING THAT EX ONST
URURES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. C7.1 SEWER SPECIFICATIONS
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
® USING RAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY
TO THE PUBUC.
J). ALL PAVEMENT CUTS.CONCRETE OR ASPHALT,ORE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROUNA DEPARTMENT DF RANSPORTATION.
/� A). SHORING WILL BE ACCORDING TO OGH4 TRENCHING
Know what's below. STANDARDS PART 1936 SUBPART P,OR AS OMMENOED.
Call before you dig.

PIN ID:6728-04-80-9806 L E
„vs \,.\ / \ DAVID E PETERSON
m / CYNTHIA D PETERSON I.ffl T./.9.''1T=' i`ll.TERS
MLtRY T \Q�v \� EX. ZONING:RS
OB 234O/PG 1859 199'91' �°I�(iC lv R.EI�>rN8�P. SIIvL.
sro \� j9° u 16507-A NORTHCROSS DRIVE
swauL Sr P \ C�S PIN ID:6728-04-80-6799 N 71-39' / HUNTERSVILLE,N.Ci.28078
l*/�+ GN+/+GI \ ✓AMES M WALLER /
9
E
(�JCJ a DANIELLE RAE WALLER / 3 PHONE:[phone]
n EX ZONING:RS
SL \ \ £ DB 2237/PG 1818 / FAX: [phone]
OAXWOOD DR
a y/ /
g SITE / \ \ 50.00'
/ / MATCH LINE-SEE CONTINUATION THIS SHEET „l n n
E PIN ID:6728-04-80-474] / I I �I NNNT
o JAMES A HENDERSON JR , / 2 O ``�N �ARp''%�
EX. ZONING:RS ,, o \ 36 /
VICINITY MAP \ DB 2338/PG 0498 rl, I — — — — — — I F�S/:1:1,;:Ell
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m \ 9y I ` 6EAL
N.T.S. — — c
/ _ 4 PIN ID.'6728-04-90-2217 1 - S 17646 252 32 / / OR MARTHAFMARTINIOI - `\ 10'S/DE SETBACK(7yp,) / DAVIDSCOTTMARTIN '°j �36'� /9. - - �J /0EX. ZONING:RA3 1 - - - (` ;ltaNEN Ti•// / \ r— — — — — — — — byDB 2129/PG 0925II1 I ''OLIsho�
SITE DATA: — — 5 'E,'
11
1.DEVELOPER:SUNDIAL VENTURE LLC 1/ / O I m I I p L I 33
3409 UNION GROVE ROAD I
WINSTON-SALEM,NC 27127 z J co o I 35 N
2.PARCEL PIN: 6728-04-80-6234 Q I" L
ADDRESS OLD US HWY 52 w 5 In L — I O I -J
LEXINGTON,NC 27295 ^'• —
LEXINGTON TOWNSHIP �, \ O — I I I I�
DAMSON COUNTY 2 I PIN ID:6728-04-70-5993 a '" SUNDIAL VENTURES,
3.EX.ZONING. RS F —I
\ H FRANCES STOKES HYATT TRUST 2 I_ — _ _ J 32 I MATCH LINE-SEE CONTINUATION THIS SHEET C/O✓AMES LEE LEDNARD — — —
4. TOTAL SITE ACRES ±31.64 ACRES ''.1:.
I LLC
p EX. ZONING:RS O
5.PROPOSED LOTS: 36 SINGLE-FAMILY RESIDENTIAL LOTS - x\--
DB 0798/PG 1346 —
I L —
PROPOSED LOT SIZES S 84'- I I SUNDIAL VENTURES,LLC
PUBUC WATER/SERER: "1 '�"E 395.00'
MIN.LOT AREA: 15,000 S.F. 0 5 I — 3409 UNION GROVE ROAD
MIN.LOT RIOIH: 90' \ I I I 1 WINSTON SALEM,NC 27127
PlN lD:6728-04-70-5993 W I 0 -1 PHONE:[phone]
6. WATERSHED:PROPERTY IS NOT LOCATED/N A WATER
SUPPLY WATERSHED AREA l .` FRANCES STOKES HYATT TRUST — — — —
1 I / C/O JAMES LEE LEONARD v L J I juSUn@y[opropeTUeS.CDm
EX. ZONING:RS ,I
7.SETBACKS: DB 0798/PG 1346 L 10'S/DE SETBACK
FRONT: \ °+
REAR:20' \ I S 84'-38'-1B"E 291.95' I INLET iL J
SIDE 10' 2 DI •-
PIN ID:6728-04-70-4137 6 I 1, 24"HP �. —
8.INFRASTRUCTURE ERNEST DOUGLAS BENTLEY \ I \ I II
WATER:PUBLIC(DAMSON WATER) KAREN A FUG.'RSY I N 1 �•
WASTEWATER:PUBLIC SERER LINE EXTENSION
EX ZONING: W 30
DB 2534/PG 2409 I.
L_ — — — — _ — J
1.0
9.SURVEY AND TOPO INFORMATION PROVIDED BY.:
COE FORESTRY&SURVEYING
/ \ h I __--` P_ I
R/NSTON-SALEM,NC 27107 N (— — o
336-769-4673 - • W _
\— PROP. 20"SD.E� "� N
_ 1 N—
PlN ID: 6728-04-70 047 I `� I O I Vi — — — — — —
MICHAEL D CAR ON ti 11 7 y
♦N,
EDITH S SSLIE •
111 q I I I� I o U
EX Z ING: 7 I z
DB 2 0 1766 \ \ I 'G S 88'-12'-08"E 698.43'
1 - - - - r - - - - - - - - -j 29 O
i i I— 'REAR SETBACK1 k II ; r n Z
/ PIN ID:6728-04-70-4075\ T \ N v' O z
MICHAEL 0 CARLSON \ O Il Y
EDITH S LESSLIE I I \ \ \ \ I / \ \ Q
EX.ZONING:RS N.
I I I \ \ \ \ 9 \ \ /� � � � , , � \ I O X
D8 2305/PG 1766 N 11
\ O J Q
�/I ( N I \�\ \ 15 14 13 12 11 \ \ 10 \ \ \\ \ /•
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/ � I �I I \ I \ \ \ \ \ \ //i / <� \ 0 CO w
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- PIN ID: Z
l i2 2 I \N \ I I \ \ \ \/ / / / Eh�� / \ \ I 6728-04-90-2217 0
,t N \ , / / 5y MARTHA F MARTIN rr^
\ ` N \ / \ \ DAVID SCOTT MARTIN H V!
( \ \ / ---
,---
N.,,,.r)� I EX.ZONING.'RA3 J
2 \ OQ� ` \ \ \ DB 2129/PG 0925 CO Q
PIN ID,'6727-02-79-4823� �"\ I 0 N , J I / / 7e-/ \ \ a
MEENA W EVANS ( I F \ N \ L / 1 27 \ \ z
EX. ZONING:RS \ In a ) J L_
DB 1822/PG 0177 \• 1n N I / ,1,�'1'f" \ \
J I T 10'P.U.E. SUN �L,�R/ /� \ \ (n
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PROP. 6"DIP W.M. AQP• / \ \
________ L_48:11
•
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\ -- / \ \ \ 26 \ \ I REVISIONS
8/ I 8/ ` _
/ y 30'FRONTSET ACK / \\ \\ \\ \ \\ \\ \\\\
PIN 10:6727-02-79-3653 I / I 17 / �\ \ \ \ \ 25 \ \ \ \
SAMUEL W COLE \ / / / / \ 24 \ \ \ I
JACKIE L LINCOLN
EX.ZONING:RS
DB O918/PG 1036 ) •/�I 4 I I I i \ \\ \\\\ \ \\ \\\\ I
/ /
2c�/// 23 \ \ \ \ \ \ \ \ I
/ I ' I I SAp� 18 I I 21 22 I \ \ \ \ \ \ \ \ I -
PI FRANK 02 RAGSDALE 4//65 I' 0 10 18 2� \ \ \ \ \ I
/ RACHEL MARIE
ZONI NAGRSDALE 1 /
//// I I I \ \\ \\ \ \ \\ \ \ I
/ DB 2218/P 0764
ra w / / \ \ \ \ \ PROJECT NO.:2022.0T
PIN ID: 6727-02-79-4403 // I \\ 5+4,,,,,‘
/ / I I \ \ \ \ \ \ \ \ I SCALE: 1"=60'
FRANK D RAGSDALE, III ` /
RACHEL MARIE RAGSDALE I/ / I I \ \ \ \ \ I DRAWN BY:ABZ
EX. ZONING:RS '^ IDB 2218/PG 0764 r/ / / I I I \\ \ \ \\ \\ \ \\v
•
(/ CHECKED BY:MSL
•
1 I I \ \ \ DATE:579/2022
\J _ _ _ ____1 L2O'REAR SETBACK J L L J J L
I). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING / / (TYP•J
Cn APPROPRIATE PARTIES AND ASSURING THAT EXISTING
3 UINIIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES / N 89'-34'-O6"W 1276.52' SHEET NO:
8110 USING RAGMEN.ETC..AS NECESSARY TO INSURE SAFEIY / / GRAPHIC SCALE
CL TO THE PUBUC.
cn
`\�,/ 3). P11 PAVEMEM CUTS,CONCRETE OR ASPHPLT.PRE TO PIN ID:6727-02-79-4188 PIN ID:6727-02-89-3230 W o OO 80 120 2A0
\ / BE REPIACEO ACCORDNG To STANDARDS of THE NORM h RACHEL MARIE RAGSDALE DAVID T FRITTS, IV AAA
r CR80000 DEPARTMENT OF TRANSPORTATION. / / EX. ZONING:RSh ■ .0
4). SHORING WILL BE ACCORDING TO MR
TRENCHING DB 2218/PG 0764 EX ZONING:RA3 I� I
N Know what's below. STANDARDS PART 1928 SUBPART P.OR AS PMMENOED. DB 1246/PG 1556
( INFEET)
`,I Call before you dig. I f inch= B0 ft.

I.,W/
LATHAM-WALTERS
ENGINEERING,INC.
N.C.CORP.LIC.C-I 815
16507-A NORTHCROSS DRIVE
HUNTERSVILLE,N.C.28078
C/L PHONE:[phone]
FAX: [phone]
50'
RIGHT OF WAY RIGHT OF WAY
EDGE OF TRAVEL LANE—
` 11"r/'T
B 2IU 6 B °
R SHOULDER PAVEMENt SHOULDER DITCH
Cq
W 4� Ifiltk I�4/FT. 1�4%FT. 1.AST r, g p��0-.p ESSSiOO/,'',_~ 7�I-i-s, �I SLOPE ':s —� 4/ •
F""T SQL
Q `nir © -� Q .y1 B"COMPACTED ABC 17646
e.
Mr, L / © 2"SF-9.5B 5....°°FW/'7""->.:
ROADWAY CENTERLINE ` ��C A>;INE° P(`s
EDGE OF TRAVEL LANE L S.
e`"1N`
RIGHT OF WAY ROADWAY TYPICAL SECTION '
CROSS—SECTION—SHOULDER SECTION
9'MIN. PAVED TURNOUT N.T.S.
TO CBU (PAVEMENT STRUCTURE
25. TO MATCH TRAVEL LANES)
MIN. MIN. MIN. CONCRETE PAD
FOR CBU (PER USPS)
CBU (ACCESS FROM PAD)
SUNDIAL VENTURES,
LLC
SUNDIAL VENTURES,LLC
3409 UNION GROVE ROAD
WINSTON SALEM,NC 27127
g S ' PHONE:[phone]
TURNOUT 2' [e-mail]
NI
. CBU
O O ,:,:
6'oW0?, 0� 35'CONCRETE PAD
FOR CBU
Uf)
NOTE: SLOPE AS REQU/RED CT)
MAINTAIN RNJ OFFSET 'r_,SEE FIGURE 1 PAGE 39,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION AROUND CBU TURNOUT '^-K 2STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. 2yP TERRAW MAX.SLOPEH NVEL SECIIONAAROL NG 1: 1D 0FIGURE 1 ROLLING I 2: 1 : I
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND 0
z !^
COLLECTOR SUBDIVISION STREETS CULDESAC Z vJ
WITH NO CURB AND GUTTER O
N.T.S I—
OZ H
X
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C.tJ 0
CO H
LLI
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6E USE CLASS'B.CONCRETE THROUGHOUT. Fa 4'-0" , �i VJ
2 �g�� -� 3 a `N aI goi. 0
X X 2.KEYWAY,OR xa GAR DOWELS AT o s x ;NI aI, i o o a i z
BOTTOM
SLAB
f f N D N. . Er IN BOTTOM BLAB OF .A°°TO SLAB 2.o LT., X X _ _CONSTRUCT WITH PIPE CROWNS MATCHING ,
THIS STRUCTURE FROM TOP OF BOTTOM BLAB TO TOP ELEVATION NNo ¢ } } a :NINl(-144 rr x�1f'T= 2 0 0o N¢oag
MAX.DEPTH OF IS 12 FEET. L r1 = ,
• APRON OUSE STANDARD 840.33.
RATES 060.22
aONMErvT FRAMES ArvO„GRrvTE6 NOT SHOWN. L N �11 11 ,�zr CO a z� REVISIONS
SEE STANDARD DRAWING 840.25 FOR O
CHAMFER ALL EXPOSED co N, 1.C52022-NCDOTDRWNAGE
Y�RE DRAWING NOT TO SCALE. E3$ Y— 1�rv'^ vl�� NI a, DETAILS ADDED
PLAN rn
PLAN w GRATE SECTION Y-Y FOR %" DIA. BOLT F
CORCRETE a Q
F
FRAME URN ORATES ELEVATIO cc
N
APRON a SEALANTxO „ o ~ 1 1rr1, FRAME SECTION Y Y
CONCRETE m 0
1 BEE DETAIL 6 LL - 0
.l /: ��ate i CONCRETE B r 1TERIAL z w N t z w
SOO
A �N
di .r._a,. A G'- 3 G" 1 NMtE ETE NCRETE < H W W ii 7 u 2'-044" IP.
a W l-- I� 3
L° a I OUTLET PIPE ,�� AxoxoR BAR o a m 1'-11" 1'-11" 1� 3/~I �I rr °`CO2
'-' -' �. (�h i� DETAIL E OTC i y
OUTLET PIPE \ 1 B" `SEE NOTE BEE NOTE ¢ GRATE SECTION X-X
THIS SIDE fe" (APRON SUPPORT NOTCH) z GRATE SECTION X-X il 0 0
SECTION X-X BI.PIPE SECTION Y-Y "C W F _ sN - X O X G cc
DITCH GRADE y Q N <T NI 0 N Z
Q m r
_ _�� T BAR Q 0 i } rr I 117 PROJECT NO.:2022.07
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP Ix r' NI ¢F - 3'-101�p - 1' 11 t/q"I O o Q SCALE: N.T.S.
PIPE SPAN WIDTH G FOR DEDUCTIONS
PIPE L owl: 4'-D" YPLAN w DRAWN BY:ABZ
Q A B R TOTING FNNPER TOTAL TOTAL C.S. R.C. T-MEDIAN D.I. I - - 2'-Ory�" _
T-I = ��44 Q CHECKED BY:MSL
LBJ 9-e^ r-o" 26" 0.362 0.2A] 0.58] 0.856 0.020 o.o3z o FRAME SECTION X-X JY
Q 3'-B" .362 .2a] .658 .021 .023 .036 DOWEL "A"
FRAME SECTION X-X LL DATE:5/9/2022
NOTE: -
Q 36 3 8 2 0 a 6 O 362 0 2A] ,,12 ,6]6 0,92 0,]B (SHEET 1 OF 1 (SHEET 1 OF 1
840.18 FOR FRAMED ANCHORAGES 840.24
o
Q SHEET NO:
0
CC
C1 . 1
l'
CD
N
N

GENERAL NOTES: CONSTRUCTION SEQUENCE NOTES: ] l
1. TOTAL SITE ACREAGE=±31.64 ACRES 1. RECEIVE APPROVALS FROM NCDEQ.
SITE LATITUDE/LONC/TUDE 35'S3'25.3'N/80'19'59.3'W , \
S' 2. NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING
LEGEND 2.DISTURBED AREA=±11.6 ACRES ACRV/TIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. LATHAM-WALTERS
TEMPORARY DIVERSION DITCH E� 3.SEE SHEETS C3.0-C3.3 FOR EROSION CONTROL DETAILS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. NLAR1 ENGINEERING,INC.
_„N�n�- N.C.CORP.LTC.
STABILIZED CONSTRUCTION ENTRANCE 4. INC PLAN APPROVAL IS BASED UPON THE EXISTING SITE 4. CLEAR&GRUB L DEVICES
AREA REQUIRED FOR INSTALLATION OF 5�� 16507-A NORTHCROSS DRIVE
LIMITS OF DISTURBED AREA CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED IF EROSION CONTROL DEVICES. 5r
DR
■- THE PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED. HUVm1c�4N Rn HUNTERSVILLE,N.C.28078
SILT FENCE • 5. INSTALL SKIMMER BASINS AND INSTALL COIN MESH BAFFLES AS SHOWN. PHONE:[phone]
COIR MESH BAFFLES ACM- 5. TOPO PROVIDED BY. FAX: [phone]
COE FORESTRY&SURVEYING 6. INSTALL PERIMETER SILT FENCING AND DIVERSION DITCHES PRIOR TO ANY U`'
ROCK CHECK DAM '- WALLBURG,NC 27373 FILL OPERATIONS. DAA>roDD
336-769-4673 g
CONCRETE WASHOUT 3�; 7. INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. SITE ,�
8. CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL
\ �/ MEASURES ONCE INSTALLED. , �.nm mgAA
5\ \ v J J/ 9. UPON APPROVAL FROM INSPECTOR, BEGIN CLEARING AND GRUBBING SITE. o``,,,c,A CAR°''o,
I ` \( /' - L \� -_ -� / \ %/ // /// / •� �. VICINITY MAP e��
\ \ l/�\`� -, ' \\ \ ----/,r�/ / - 1 f/// 1 I / / _ \ \ \ T 10. COMMENCE GRADING OPERATIONS FOR LOTS.
`�\11 i Il / A/(\I \ \„_ / -- \\\1�_ _ 1_- �8p -\ /�//i/ i -.... /f/ !/v/� /l J / J /7, , \ \ , i MT.S. SEAL
1 \ \)Ill\4 )I \\\\\ �` /%Ir/'� ___,_,___,,/,
- -/G/�• JI ///// .. /// / \\\\\/ ( \� \ 17. ONCE GRADING ROUGH OPERATIONS ARE COMPLETE, SITE/S TO SEEDED 7 7646
�( \ S /~ _ \ \ PINJD:�67�28'04L79--599 -- / �/ // /� i _ _
N N "< \-TRT�ES SrOEESr YAYT--T USYL/v J�c.- ./// / // / / - /// ( TODBE REMAIN INTACT FOR HOME CONSTRUCTION.CONTROL MEASURES ARE �;
? �\l\\\(Iz�l I II�I� l '^ / �//' \-> T��\j �- _- JAMEs LEE LEONA� =_\�/ / // �/ / / /i/ \ 1_?,tMAINTENANCE PLAN: ��°..°°f10/`' .�Q
\ PP \)V 1 4.�/ 1 ` ( ` N-N L ?S� 1 / EX.:ZONING.-R _ J✓////r/; l ( `, /f /\ 72. FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON• 1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EERY ''��C' L L S�`�,P��``�
�I \\ \\\ • I I7/11
\ / ) / \` /�98%P� i NN i \___ 2 / I /j \ / --\` L INDIVIDUAL LOTS. BUILDER SHALL INSTALL SILT FENCE AND OF PRECIPITATION DURING ANY 2 DAYS AND 4 HOURANY STORM EVENT PERIOD. ALLOF SEDIM£GREATER
CONTROL
INCHES L'S.
\ Ira \ /� fg > , \ \
-/ / / l - - - CONSTRUCTION ENTRANCES AS PER DETAILS ON SHEETS C30 AND C3.1
C J I �- / \ / // - -..► / / // / // --- -- FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
I 1\I\{ ( _ ti __ ,//7 __--- / / / / ',../
/ __ _ AS NEEDED TO ENSURE NO OFF-SITE SED/MENTAT/ON.
\A\\y\���\ \Il I(I�'1 "I \ I/ J/�/ / ��---_ -i �i�$5/;- - -"-/ \l Jf / l /// / _ _ \'_� ' -- -- 2. STAB/UZAT/ON MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
\\ l-,)\ \\ I I//1 L� L I / % / ---\ , UJ _ \-- -/ -- j // , /� J \ -J` -r 13. LOTS SHALL BE STAB/LAZED PER SEED/NG SCHEDULE UPON COMPLETION PORTIONS OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR
I Jl 1 L I / , 'j- / .78 -- , --\// .r. / I( / i OF FINE GRADING AND HOME BUILDING.
\\ I II 1 t /' i`� / V I v- /` C3RMANENTLY CEASED,IN ACCORDANCE W/TH SEED/NG SCHEDULE ON DETAIL SHT.pllll III I�!/ •�`! �N ✓ / c3.0
bl VD d'4 @,4 \ 1 1 ! ////% /_ '-_-- i l�%'� - ---\(� `,i'J--/ / / // / '� \--- 14. EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL
�"I{ �' L�\ \ ''I \ I I / / / / , -- -_- /� / \ ".7„,-, `/ v// / / /^%� / CONTRIBUTORY AREAS ARE STABILIZED AND NCDENR HAS AUTHORIZED 3. SEDIMENT/S TO BE REMOVED FROM THE TRAPS,BASINS,N AND DAMS WHEN
_� \ 1 1 'I / /f // \. % _ - / / / / _ �./ THE MEASURE REMOVAL. STORAGE CAPACITY REACHES 50%. GRAVEL IS TO BE CLEANED AND/OR REPLACED
I -
I�// N/PGII 4 1, 1 I 1(1' 11/ / l/ / / �' \\ (�\ // - '� \�►7g5 // / (/ //� / /\ v WHEN THE SED/MENT POOL NO LONGER DRAINS PROPERLY.
l / �- I \ I I l/l/ / / / -- �yJ/ 4. SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES SUNDIAL VENTURES,
1 81/ / /'. 1 I I // :.'7/// / j / I \ /
ll ll/l / I 1 I I 1 /l / / / / �/ / /' \ /-/ -�- ,- / / - APPROXIMATELY 0.5'DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS
,Ill 1�/ 1 /I /// / / /i-." '----- JLLC
(i //I / /l \ I I I //�/ // / // / , / // '/` -\/ _ i , /_/ J I / ,/ NECESSARY TO MAINTAIN A BARRIER.
,!/ /� 1 I 1 / / / / / --1 _ -- \�
II, IIII I 1\\I W`---r( ;✓L ) I I I 1 I I I1/ l 1/ I I / /I o)/ / //////// / ` ^\ /' // J~/ J� 1// // / /1 \7 A'/ /' 5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
/j'1 I / )`I 1 I 1 I I I l I I I l I I/1/ / // ///II II/I_' �=800 // / / / /' /� I cj PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES
11IIII 1 I 1�/1 \ I I I I / l 1/ / / N.-� / _i / gp AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES SUNDIAL VENTURES,LLC
1 )) I / I \ I I I I 1 / / / / / / / -Z �'\ / , r/ MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR 3409 UNION GROVE ROAD
11 II g( 1 I 111,-'IIII (\ I I /I I I)I III//I /i //1, /./////// / / /. \ .✓ / / / 3\J OFF SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED WINSTON SALEM,NC 27127
IIIllr\I/\ 11 11V I I 0 / I I I I I I I I 1 l/ / / I / _ v'✓ 1/ / ONCE CONSTRUCTION/S COMPLETE AND THE SITE/S STABILIZED.
1 / / / PHONE:[phone]
'II\\\\\\ \ 11III,1 / 1 l 1 I I` I( 1 I 1 1/I ! I I /,/ / // I/ / / / f / \ N ,y / / .-/ 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF [e-mail]
Ii IVAA A\V I 1 III C I l I I I) I I I I l I l / l / / / I I l v ../I- / / // / r !" MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
\\\\ \ 1 I / I /1/ /// ., l I // / / S ti N .- • / ✓ /^1 SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED.
b \� -q 75 Al I SKIMMER BASIN#2 I I I I ,/ / ti / MATCH LINE SEE SHEET C2.7 -
H q I I �,.,Skim7eR SA-N ���V �I
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i
�� I 1l)4 I I I / I/ I III \ I I l f �♦ I _ REVISIONS
�) 1I I / Ill I I II1 � lit I 1 L�� \\ ��
I 1 l • � 23 I I / I / I
S/ (ill' r l TEMPORARY / J � � -- O I I I / /1Rr 672- 1-c ss i I < I
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/ DITCH(T3P) __ __ _� _� �� I I I llI I j1I I II I /
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^lam //j///// It-//// 1/ \ bI lD 6727-oz-bs- Tab \�--,/I-�.,- \ \ J v / > \ \ �� -�-_ - \ �� \ \ 5 / 14 -
r�/ [ ` <-\! 7 L L 7� \ J \ CHECKED BY:MSL
/ jo"//////�///// I / IRACHH JMA N�INGPRSO��I \ - \ ( \ I -1 �-�� /" //r / ) \ \ \1 -1 ` '-�r 'J / \ J � i�'i / I/�/-J j/ // I )�\ \
P /,./,/,i/// / / I I I \ \ / / 1 ) 1 f / / i"-PIN ID:6727-02-89-3230\/f Y /�/ / / / ( ( /// / // / \2 1 / // %�-\ \ DATE:5/9/2022
/ > / / lOB 21�/PG)076 - / I /1( / / / < f ''',/ ( // I ( V / I /
\ t \ 2 / /-�� I / -f / / / i ( ��l v v 1 A / I I A
"\ ! li / / / DavrD r FRlrrs, IV,�.,, �� \��\ l / �)
CD 1). CONTRACTOR IS NLLY RESPONSIBLE FOR CONTACTING I I �, l. - - \ \ / I / / / O J / / / / \ EX.ZONING:RAJ �`, / \\ ) J, I ��
APPROPRIATE PARTIES AND ASSURING THAT IXISTNG __ \ \ ` \- / ,-1 <--' <I / / /l / I ( / / J" EX.1.245/PC 1556/ �I / l J I I 1
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTON. 9 _� \ \ \ -_ / / / / / e \ \ / }, / 1 ,
U ��� A ` L1 �I / / ") s D GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES �� _- /\-/ \ / ( / ( / l / / / J~ .� SHEET N0:
USING FlAGMEN.ETC..AS NEC ESSAKY TO INSURE SAFETY
w TO THE PUBLIC.
`` ALL PA E EN CUR,CONCRE E OR ASPHP T,PRE O 19 I I YI1
\ CA REPLACED PCMENT G TO STANDARDS OF THE NORfH LLLL���I / ) •0
CVROUNA DEPARTMENT OF TRANSPORTATION. ■V L
O I/ I, 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING (IN FEET)
NKnow what's below. STANDARDS PART,te SUBPART P,OR AS AMMENDED. 1 inch= 50 It,
Call before you dig.

/4 /L1�
_ 111
LATHAM-WALTERS
LEGEND c - T/ '\ A ""�"sr ENGINEERING,INC.
TEMPORARY DIVERSION DITCH F� .(� 0\ / ,.N/_// �oM_°'�'pK N.C.CORP.LIC.C-I BI S
STABILIZED CONSTRUCTION ENTRANCE \^ SS f - \ yyK,,- ,n 16507-A NORTHCROSS DRIVE
OMITS OF DISTURBED AREA • - <y� I.mil \ \ \\ �) 885r558GON Rn HUNTERSVILLE,N.C.28078
SILT FENCE -8 • y \/ (� \\ , / PHONE:[phone]
COIR MESH BAFFLES -CM- t I \\ a,�,,...U, FAX: [phone]
ROCK CHECK DAM .^+".%• I ` \ \\ 0,4 WOOD OF
CONCRETE WASHOUT 0 / PIN 10. 6728-04-80-9806 I (\ b
€11 DAVID E PETERSON
I I` � CYNTHIA D PETERSON /1/ i /\ \\ \ Fa V+' SITE $,
1 / --- -- EX. ZONING:RS ( \ 1
-� \\ I \) �// �, i S~1(C OB 2340/PG 185e,---
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V� �r r �<I> r Jv� _ v / \ .�;SN CARD..
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\ /5 PIN ID:/6728-04-80-b799 v/-.
\� ,�!S �I, L) JV v A A VICINITYT.. P )=2;.Q L
\ \';, \1 \ JAMES M WADER -P- \ 1/ 17646\ v \ \ / \ DANIELLE ZONING:EX RAE ALLER \ vV - Z;
(J \ '\\ \ RS
i/DB 22 7/PG 1818 -�','•.f E3- ��
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STABILIZED CONSTRUCTION � \-1 I�,> ° \ y
( 1 N/ I ENTRANCE(IYP) AI A -
\V A I '.PIN ID:6728-04L�80-474.1 / A _ V> 7� 1 /
J \ \ \JAWS A HENDERSMN✓ / \ \J\ -! i) • r _ 1n _ ( J
R
v \ ZONING:/ 4 �� �� I CONSTRUCTION SEQUENCE NOTES:
\, /( 1 \ \ \ 1 -0 2338/PG 0498 - - (� 1 j, L l
V PADYEr.� na I l c
`_- 1. RECEIVE APPROVALS FROM NCDEO.
�� \v v_ ■ „��- �jl SUNDIAL VENTURES,
•l \ l \ \B/ N \ ,-- �l l(>i r 2. NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING LLC
~`) \ \ \ `� \ - a / I / I / ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE.
\ \2\ \V v v I �) , a /1/ I 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS.
11
N \ 1 t\ / _" / SUNDIAL VENTURES,LLC
MAINTENANCE PLAN: , ._"> \^, _ \O -- (-- 5 ~( I / 4. CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF
_ _ s r`-rl 3409 UNION GROVE ROAD
_ 1 '�' \Illcill
- \- ) 1 / EROSION CONTROL DEVICES.
1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY '-\- • \ - � y Aa ��6 '` / - \N WINSTON SALEM,NC 27127
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES \-- 1 1 [s "�_7 y '✓""f } - I )• 5. INSTALL SKIMMER BASINS AND INSTALL CO/R MESH BAFFLES AS SHOWN. PHONE:[phone]
OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL - ---- 1 \\ C 1 + J ` I I' [e-mail]
FEATURES SHALL BE MAINTAINED UNTIL FINAL STAB/UZATION HAS BEEN OBTAINED. _ -_ \ \ \ 1 t. ,I PAD EL. 5 /I_ N l �- PIN ID!6728-04-90-221, \ \ \ \ - ellr 1 I1.8i \ z 1 \ MARTH F MARTIN I6. INSTALL PERIMETER SILT FENCING AND DIVERS/ON DITCHES PR/OR TO ANY
2. STAB/UZAT/ON MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE/N (_ -\ \ \ ^ . - _ C/ \ K FILL OPERATIONS.
PORTIONS OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR \ --_ \ \ B15 DAVID SCOTT MARTIN I
PERMANENTLY CEASED, IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT. - \ \ \ \ \ ! \ ) E.�ll.z NING.RA3^ I7, INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN.
C3.0 sl '- - A A A �\ V �lir'
A A /)1 / 061 2199/PG 0925\J�'A,i. \ N \ \ \ 11\1). 0_
/ / - I 1 8. CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROS/ON CONTROL
3. SEDIMENT/S TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN Al Nam\ 1i
I \ (�Y/A / �1 I I MEASURES ONCE INSTALLED.
STORAGE CAPACITY REACHES 50X. GRAVEL IS TO BE CLEANED AND/OR REPLACED \ -_ \ \ / /- /
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. + \ PAD EL. 815.2 /- /•' - /> \ I I
i_ e \ - -- \ \ V \ \ \_ ( ( I/ ) \/ 9. UPON APPROVAL FROM INSPECTOR, BEGIN CLEARING AND GRUBBING SITE.
4. SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES ----- -- �` �\ \ \ `■ -- \ . I �-` 1 '
\ \ \ `�\ lII \ \_ > \K > r 10. COMMENCE GRADING OPERATIONS FOR LOTS.
APPROXIMATELY 0.5'DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS '----- __ N_ - \ \ \ \ 1w PAD EL. 81Y: ® \ 1 , \,
L17
NECESSARY TO MAINTAIN A BARRIER. -_- ---- \\ --\ \ \ \ \N _ \ \ )' I \ / 11. ONCE GRADING ROUGH OPERATIONS ARE COMPLETE, SITE IS TO SEEDED Cr)
Z/
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL - _ -----�-2 \ \ 4 \ \ -'1' 1 10 \ \ , \ I \C AND MULCHED PER SPECIFICATIONS. EROSION CONTROL MEASURES ARE C'
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES N \ \ N \\ \ \ \ \ 1 `■ I 1/ / () TO BE REMAIN INTACT FOR HOME CONSTRUCTION. \1
AND ALL DISTURBED AREAS HAVE BEEN STAB/L/ZED. ADDITIONAL CONTROL DEVICES \ \ N \ u - ` ~ - - ,T I\ 1 / 1 f 12. FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON N
MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR V' ` N\ \\ \"`VVV \ \ / 5 INDIVIDUAL LOTS. BUILDER SHALL INSTALL SILT FENCE AND11
OFF SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED \ \ 1 \ \ /\\ 1 1 T / --CI
0
ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. --- o ^ Y`\�V \ \ I -� CONSTRUCTION ENTRANCES AS PER DETAILS ON SHLt/S C3.0 AND C3.1
L \ 1 i 3 / \ ) _> I \,___________,_\ ` \ \ A�/ AS NEEDED TO ENSURE NO OFF-SITE SEDIMENTATION. z 1
6. THE CONTRACTOR MUST TAKE NECESSARY ACT/ON TO MINIMIZE THE TRACKING OF ---- _ G. i7 / / '\` 1 1`., rygD EL.g09.7,./,. I 1 , \ \ \ �'• J
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR -- ---_ -_ „_ �-\ (_ r !\ \ I C _, I \ \ \ \ \ ../ 13. LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLEDON O 0
SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. _• -- ---_ \ -_._/
\ `'\� _ OF F/NE GRAD/NG AND HOME BUILD/NG. /� z� ��v \ I :/ - / r�\\ - \ i ` jN\
4. 1` I I� 0 PAD\EL. 812.5 11 33 \ \ \ `�\ \ N 14. EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL LJ_
- \ ti \ \ -^ \ 1 \ � I \ 5�?/ ,-r\ r- CONTRIBUTORY AREAS ARE STABILIZED AND NCDENR HAS AUTHORIZED n
I / \ \-. _ �.J I 0P�. // ,r THE MEASURE REMOVAL. 0 ..J
Il ) / ( ��/ /// � - - / )�- i I I SYIon"°ercAaFA -'v✓� z
�V IIr� �I L v�\\ I�I�//l//� v� �/ >> I -r-J /V °a�� �N/ n 0 X 0
WI ji• l' N W r ,
1 PI/�/D:672a-04-70-$>993 �7 11 )�l/ !I c I V gA>D EL/ ao. 1 �� ! . l� A AAA_ _-' \�� - L�L tJ
-PRANCES STOKES HYATT,TRUST
/P JAMES LEE LEOIJARD ,/ / I l I ` I ( I \ + ^-, )1 \ \ S 5\ ` ` J
OBEX.
0798/PG/Y346_-i / ` I/ I / I \ I 11 \ 1 1 , ~1 ) 1 S/ ` / 1 I L
I I I / / / 1 /� I PAD EL. arT.s 32 / 1 A--.8
I I r/ ./ _--/ / �i� 1 1 ��� /, �� r. �� -/-v-\ Z
4 / I 0/J f 1 )v LIMITS OF DISTURBANCE(TYPI' r i1
// / I l 1 c I / 1C T ��
ct
/ P/ CI
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LIMITSOFDISTURBANCE(TYP.) I ! V' \v �, v AL •
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( l-. -.:_-��A T 1� r T. / / l PAD EL%809 5 �"12 - \--‘,--
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III* - r - r87� �v� REVISIONS
1.
80
a -
II v/N -
-\ %„ \_- _ / ;�/ U / PAD�L.I,aoas _ 30 // /��i \I GENERAL NOTES:
--_ �� 11
,_ �`�-a:- "�- I A�-�/ - _ /r �V l 1. TOTAL SITE ACREAGE=±31.64 ACRES
1//--' /----_-_\\ _-\ '�' / . ��^� 1 At-v-_ _-` / \-/ SITE LATITUDE/LONGITUDE.35'S325.39V/80.19'S9.3'W
\ \ / r\ 1 I 1 -4--.." ,-• - - J // \ 2. DISTURBED AREA=t 17.B ACRES
SKIMMER BASIN 1 J - -
WITH COIR MESH i '/ - /-` -- O . ,, ■ ^ // \ }\. l 3.SEE SHEETS C3.0-C3.3 FOR EROSION CONTROL DETAILS.
BAFFLES $0 - ryV PAD EL�07.9 _, - �/,~^ ~'Z \ J ~ Z l/ ' 4. THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
J.✓ J -\` 1 /- - 1----\\\ / ` f - CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED IF
/ ` \ •. / I \805�1 f✓ `f / THE PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED.
/
Z!^ 1 . / PAD fI- % .5 ,i 29 _ -�� - \ -I_/ /,' 5. TOPO PROVIDED BY:
__ /�s_I \�S / COE FORESTRY&SURVEYING
/"J \� \ J < ▪_�• / /J �� v� _ �� - L( / WALLBURG,NC 27373
.n '/ ^'I \/5/ 7\\/ - 336-769-4673 PROJECT NO.:2022.07
MATCH LINE SEE SHEET C2.0 I /-\ , I / -
SCALE: 1".50.
ROCK DOUGHNUT DRAWN BY:ABZ
INLET PROTECTION;
CHECKED BY:MSL
SEE DETAIL SHEETC3.1 TEMPORARY DIVERSION -
DITCH(TYP.) DATE:5/9r2022
of 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT!COSTING
UTILRIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
GRAPHIC SCALE
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
0Elll O USING FLAGMEN.ETC..AS NECESSARY TO INSURE SAFETY 50 0 25 50 100 ROO
Ll\ TO THE PUBLIC. -///�) 1
I ``�2. 4 BE EPLACENT CUR,CONCRETE OD ASPHALT,ARE Ol 11 C` • ■
\ BE REPLACED PCCORDING TO STANDARDS AL THE NORTH
CVROUNA DEPARTMENT OF TWJiSPoNTARON.
O4). SHORING WILL BE ACCORDING TO OSHA TRENCHING ( IN FEET)
I\ Know what's below. STANDARDS PART SNOB SUBPART P.OR AS AMMENDED. 1 inch= 50 ft.
Call before you dig.