NCC233143_Site Plan or Location Map_20231023

%
o LWEAAt
,,��µµEEk° o o i rc
O GJMN° 03 U, wa s"an43 ,
Z P i6 DR g" EDRONEGATE
LATAAM-LY ALTERS
ii;;
ING,INC.
IC.C-1815CROSS DRIVEE,N.C.28078)895-8484 237-4362
��r"yj
VICINITY MAP ,�0%..o ES R� 1 t E
N.T.S.
Nei IfEALC 17646 MILLBORNE SUBDIVISION -.c <<„s,.�P,..,
RURAL RETREAT ROAD - S.R. 1718
MIDWAY TOWNSHIP, WINSTON-SALEM, NC 27107
DAVIDSON COUNTY CG2 HOMES,
INC.
150 BUNKER HILL CT.
WINSTON SALEM,NC 27107
PHONE:[phone]
[e-mail]
CIVIL PLANS
,...
,._
Z N
FOR ° z
> w
Q
J
E
CG2 HOMES INC . °° o
D 1- w
w o
150 BUNKER HILL COURT Z a
WINSTON SALEM, NC 27107 m w
J H
PHONE: [phone] , ct
[e-mail] D
REVISIONS
SHEET INDEX
Sheet Number Sheet Title
C COVER
C1.0 SITE PLAN
C2.0 EROSION CONTROL PLAN
C3.0 EROSION CONTROL DETAILS
C3.1 EROSION CONTROL DETAILS
C3.2 EROSION CONTROL DETAILS NCGO1
C4.0 GRADING PLAN PROJECT NO.:2023.20
C5.0 CEDAR DRIVE EXT.PLAN&PROFILE& WATER LINE PLAN SCALE N.T.S.
C6.0 WATER LINE DETAILS&SPECIFICATIONS DRAWN BY:PAB
C6.1 SITE DETAILS CHECKED BY:MSL
C7.0 DRAINAGE AREA MAP DATE:08/29/2023
CTOR IS FULLY
LE FOR
CTING
811 SHEET NO:
T°OTHOPRIATE E PARTIES
PRIOR AND ASSURING INGTH TEXISTING CONSTRUCTION
2).o°NTRACTORIS RESPONSIBLE FOR PLACING BARRICADES
o T° NECESSARY TO INSURE SAFETY
IC
*. V2. N°R N
1.A
°ARo N DEPARTMENTOFTRANSPORTATION.
Know what's below. °`CAROL!.
E °"°'"°T°°RRE"`""° r
sAN°AR -4E,,s�E�EPARTP°RAEANNEN°E v
Call before you dig.

%f0 0
PIN ID:6841-02-88-9882 9
PARCEL ELL:13003E C. 100 0179 PO Zc lNS���'O 0 oO& rc
CH
DB 2563/PG 0079 O GJ w O'' w8 sB.. , ,
MAP 3B-LOT 179 Z �N1NN y¢ DR r 1-SDTRONEGATE LATHAM-YVALTERS
EX.ZONING:RS 118 48, U
S 481-38'-33"E> 3.177. / ENGINEERING,INC.
53.51' 64.96' sR 1�18 N.C.CORP.LIC.C-1815
RAINY0kVD0 O
, 16507-A NORTHCROSS DRIVE
N� �o¢ �- r - _ •Si, o HUNTERSVILLE,N.C.28078
P S 51°-24'-11"E>280.13' •p SITE
�O i Lq PHONE[phone]
-, ,- - _
/ \ 60.20' 179.84' 40.08' a; R, , FAX: [phone]
17,
- '`O/ I / I \ PIN ID:6841-02-98-3579 O
JPARCEL#:13003J0000001
�\ I
I \ SCOTT&SUSAN LANDRES `` 1111HI111j1
\\ • / y DB 1678IPG 0712
9..' / / / \ .� EX.ZONING:RS N BAR
PIN ID:6841-0258-4956 / \ VICINITY NITS MAP `'�p�poF�s%CY:
'll.
\\ PARCEL#:13003E10000117 �a
\ \ \ �O9 CHARLE D&PENNY B 2158/PG 0167
. / , 1,6 6 8 -
R��Siy--SO.00 PB 13-PG 65,LOTS 117-122 7- -I 1 1 ,0/
\\/� •OG.P/ EX.ZONING:RS 7
3 8 v • / \\ / --�(+°••1cINE �'z':
\ \ �!Ltd o / �„ / <<°S°°°�P
y . y9 I� /
\ \ \ �, tij 1 / / SITE DEVELOPMENT NOTES:
7 1.DEVELOPER CG2 HOMES,INC.
\ ,S7 '� O 3 m N� y a / / / 150 BUNKER HILL CT.
X� y$� 7 t31,371 S.F. Iry O2 I W O O O / / WINSTON SALEM,NC 27127
t0.720 AC. *58,830 S.F. /
4p� / 329,511 S.F. V 342,470 S.F. 1.351 AC. 1-46,615 S.F. / \ 2.SITE ADDRESS:RURAL RETREAT ROAD-S.R.1718
Ex EDGE of PAVEMENT (/ 30.677 AC. 30.975 AC. 31.070 AC. / PIN ID:6841-02-98-3196
\ \ N O / / \ �09 PARCEL1300300000008A MIDWAY TOWNSHIP
DAVIDSON COUNTY
\C} �'` ° / t47,939 S.F. j SCOTT&SUSAN LANDRES WINSTON-SALEM,NC 27107
PIN ID:6841-02-88-1964 q£0?Q. \ / 31.101 AC. Or / \ DB 1645/PG 0880 3.PARCEL PIN ID:1)6841-02-88-6483/#1300700000021A
PARCEL#:1300380000113 / P EX.ZONING:RS DB 2335/PG 2274
PHILIP DUANE HALE \ / /`�,/ \ 2)6841-02-88-1743/#13007000000210
CG2 HOMES,
DB 2559/PG 1604 \ ` / 44/'•`,by DB 2515/PG 2111
PB 13-PG 65,LOTS 113-116 \\\ \ P.0 E. / 9 9^ ry,(rv/ INC,
EX.ZONING:RS I ^o/y O7 4.TOTAL SITE AREA:318.207 ACRES
/\ \ \ _ J - - L - _ J - J L _ / / / t33,733 S.F. 150 BUNKER HILL Cr,
\ / \ \ C7 \ a J / / / 5.EX.ZONING:RA3
JJ 33774°'C A WINSTON SALEM,NC 27107
,5N 10'P.U.E. B.PROPOSED TOTAL NUMBER OF LOTS TO BE PHONE:[phone]
\ ti0� \ - 24.9, 100.00' 115.00' - 162.69' - 21.57' _ \ / / / \ DEVELOPED:18
c2 / [e-mail]
\ _ .. \ /' / \ `S. 7.LOT SETBACKS:MIN.FRONT:30'
PIN ID:6841-02-79-9050 7q� 6'
PARCEL#:13003130000047 7 - PROP.CEDAR_DRIVE EXTENSION _ (/ ,t ��, / MIN.SIDE:10'
DAVID A.&MARY T.KRAUSE 18 / / .. 550'PUBLIC RNV .• - \ \ /",.0/ \ MIN.REAR:20'
DB 1540/PG 0757 \/ _ M1 8.BOUNDARY SURVEY INFORMATION BY:
EX.ZONING:RS
\ tt0.fi36 AC. / / C73 11.61 100.00' - 100.00' �'12.10'27,724 SF.
\ \ /° / \ $ / COE FORESTRY&SURVEYING
tp \ 10'P.U.E. 100.50' C/2 `.\ \`_ / / a / P.O.BOX 36
\ / / I \ a WALLBURG NC 27373
mp '\ 30'FRONT SETBACK \ \ J / °S 336-769-4673
/ \ / •^,/ / / \ (T/P.) ,j0\ 4 DATED:7/5/2023 O
� \ /
o. \ / / w / / \\ \ \ Ns
\ / / 17 ' ' In Iw wm /, / \ q R O \ N
2 \ / / t30.801 S.F. /o/v/ P w ry- °o / \\i P Y
I \$• O'- O ,y� c�i 351,355 S.F. U
30.817 AC. / y f- t1.179 AC.
so / /Z Im' I 15 1!`'�I I�oI ,3 Imf I O �/ lJ r^ z
12 /^�' / /ta \ VI
t24 767 S.F. 2 N O Z 14 z O t21,3O73 S.F. / / \ J
�� (/\ / / t0.569 AC. 324,398 S.F. 321,8655.F. t21,500 S.F. 30.491 AC \
PIN ID:6841-02-78-9724 / / / 30.560 AC. t0.502 AC. 30.494 AC. / i / 11 // 09\_.� \ \ \
u' \ \ J t24,753 S.F. / \ \\\ \ \ \
PARCEL#:1300700000021C O) / t0.568 AC.
ARTHUR J.&MONA GAIL MILLS 73 / / \ Q
DB 1435/PG 1932 / 69� c \ I
MAP]-LOT 21C O� ) v 0T L / / - // /� / \ / \ \N3 may\ PIN ID:6841-02-9]-1881 M Z `
EX.ZONING:RA3 ��\ \ '(BPG� 115.64' \ /, 0�� \B.29,T°W \ \ PARCEL#:1300300000008D -- O /r
\ 6823 a 20 kPARs) x \ /+y�,b/ \ \ \ \ LOU DBAURA 307/PG 654RATH D 1-
\L
\ I/ \ I \ \ EX.ZONING:RS
oys Al'L J.1 ab� \I / / 103 °p06°NN 41p 14 % \ / // \ \ \ Z
F 10316\- PIN ID:fi891-02-88-4233 w\ \/ \ w
PARCEL#:1300700000021 \ " / O ' \ \ Z 0
PIN ID:6841-02-88-0485 1gA5j-/ JUSTIN T.&MICAH ANN MILLS Ip 10 NNH
PARCEL#:1300700000021E DB 2229/PG 0906 LPL
JANET E.MILLSAPS ` PIN ID:6841-02-88-2353 \ x 349,020 S.F. I A
DB 0A30/PG 0A30 PARCEL#:1300700000019 MAP 7-LOT 21 31 125 AC �p g
EX.ZONING:RA3 1(1 x O O
MAP 7-LOT 21E \ JUSTIN T.&MICAH ANN MILLS N t148,466S.F. \ Q
EX.ZONING:RA3 x DB 2229/PG 0908 �y'�
\\ MAP 7-LOT 19 �\ \ IZ t3.408 AC. \' / W N
EX.ZONING:R43 \ \ I W
\ \ \ i I \\ J
\ JL \ <
14&&5' ` _ ce
\ \ \
\- <�L52°-n4'-OS-W- -<_N..g7_i8'..aeEiN ?3 \
P OHP OHP--Z.)\ ■HP \aH' \ REVISIONS
EX.RURAL RETREAOAD \ \ \ \ \ \ r PIN ID:6851-01-06-7260
60'PUBLIC R/W ` \ 1•84,7, 0Hp \ PARCEL#:1300700000018
PIN ID:6841-02-87-3893 2
2° �_p\ OHp \ DANIEL LEWIS KINNEY
PARCEL 130
JUSTIN&iMICAH MILLSOL B \\ \ ' W\ \ \0/7p\ \ \ \\fib) EX.ZONING:DB 2602/PG RA3
DB 2076/PG 2415 \ \ /
EX.ZONING:RA3 \ OHp \ �y
\ 0"\ \764 oHP \
�GI 0
/ \C41V\ \-4$\ \ �3 Hp\ P \ \
7so.fqP
\ \ ro'9@-O.
�.a.�PIN ID:6841-02-86-6973 O \ PP�
PARCEL#:1300700000022 h \
WADE ANDREW& \ \
SUZETTE LEE MCINTYRE
PIN ID:6841-0257-3188 DB2217/PG \ \ \
CURVE RADIUS CHORD BEARING DISTANCE ARC LENGTH LINE BEARING DISTANCE ,PARCEL#:1300700000022A' 0951
LUCIENDA L'NELL MCINTYRE EX.ZONING:RA3 \
C1 205.00' N 24,02,36"W 191.00' 198.69' L1 N 3-43'-20"E 18.43' PIN ID:6841-02-87-8490 \\
DB 1985/PG 0044
C2 255.00' N 44°-16'-04"W 88.93' 87.13' L2 N 8°-58'-19"W 29.04' PARCEL#:1300700000020
EX.ZONING:RA3
C3 255.00' N 27°-02'-58"W 85.70 86.14' L3 N 38°-01'-30"W 75.00' ANDREW C.HARRISON PROJECT NO.:2023.20
C4 50.00' N 32°-59,42"W 35.96' 36.78' L4 S 8°-58'-19"E 29.04' DB 2605/PG 1845
C5 35.00' N 31"-31,18"W 26.84' 27.55 L5 S 3-43'-20"W 16.49' EX.ZONING:RA3 SCALE 1"=60'
Cs 255.00' N 13°-10'-19"W 37.35' 37.38' \
C7 50.00' N 23.-28,06"E 57.91' 61.76' DRAWN BY:PAB
C8 50.00' S 85.-34'-41"E 58.17' 62.08'
C9 50.00' S 6°-56'-32"E 68.29' 75.17'
C10 205.00' S 19°-58'-35"E 78.26' 78.75' CHECKED BY:MSL
C11 35.00' S 13.-34'-39"W 26.84' 27.55'
C12 205.00' S 41.-23'-42"E 74.11' 74.52' DATE:08/29/2023
p1 C13 255.00' S 42°-09'56"E 85.43' 85.84'
8111/
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXIS1ING 014 255.00' S 22.-25'-32"E 89.41' 89.87'
-6 UnLInEBARE LOCATED PRIOR TOBEO:NwNACONSTRUCTION. C15 255.00' S4°-18'-12"E 71.20' 71.44' GRAPHIC SCALE
CONTRACTORAS NECESSARY TOIBLE FOR INSURE SAFETY
G BARRICADES
® TO THE PUBLIC w SHEET NO:
oa *, USING
LPa�NENT B s.oN RE EODOTFT .RETOTH B� - J 30
►
OF
\ Know what's below. °I °NO DEPARTMENT
n "°°TB"E ems°TRANSPORTATION
( ur per) ■O
STANDARDS PART 1B16 SUBPARTP OR Os OSUENDE 1 inch= 60 ft.
N Call before you dig.

0
0
PIN ID:6841-02-88-9882 ! O
PARCEL ELL:13003 C. B0S 0179 1,1 lK1�V- 0 O& rc
DB 2563/PG 0079 CH
O 6J w 1.0`'' w8 SR NM
\ ,
MAP 3B-LOT 179 Z �N1N, i( DR J STONEGATE
EX.ZONING:RS 118 48, U L``1 TII� t't/.`tLTERs�
S 48°-38'-33"E j-' \\I I- \ '` cf.--'5
s\5 //i'-z= �N roR
/ 1 ENGINEERING,INC.
1 v - AVA VAA v \ /t� � �i - N.C.CORP.UC C-1815
_� �A dij�l IV t/ // vvAvvv� �w v v /,�� �-; �- sR,�,e
��� /�/ ieY'a;%�`s _- RAINYDsYrR a
�� - \ \ •l ��`/. _ 16507-A NORTHCROSSE,N.C. DRIVE
\ ✓----- �// \ -[:7- \‘ .....!..\‘
\\�\-\� �\ �� / _ - o H PHONE:
N.C.2807$
o \ ���° 4 iX� r _ Pp SITE PHONE:[phone]
1 ` /( / / `/=\ \\ \ -�---- \ 'D "pp FAX [phone]
` \`\ //f( // -- �,-- - ---- \�- \\\ PIN ID:#.1303J00079 O
\ \ 1 -- \ ,Wat. SKIMMER BASINBAFFLES
WW�H '' _ \\\�\\ \ PARCEL#:13003J0000001
v A \ \ ---- vAv vA A /(,_ = .. 1' '.8840.... lrV )- _�_ _s.: A V A
/N\ _.:-.............:\� \\ `` \ J -F OIR MESH BAFFLES P. i- -- - 1 t\ \\\ \� SCOTi&SUSAN LANDRES `` ,,,IICIq
\\� 1- 4+ /,-_ / - _ ``\ \ \ \ L DB 1678IPG 0712
�- ` y\ -- "\\ \ \\- \ 111 1`%�i --\ 1.���N�1�� •'�-- 'i- -_-_- \ \\ \\ \\ EX.ZONING:RS �`•(N RQ�z
\\� \ \111111,I,� ,i -II�_-�,,.� r r�-__ -_ �- \\\\\\\\\\\\ VICINITY MAP le-.oFessi� Yt 3_
'/�\ \. PIN ID:684142=88-4956 1\ \ �NSTAL��ICTF NC -- a� _ r - - -_ -_�_- - (\ \ \\ \\ /I P
� `� \� PARCEL#:13003B000011] \ � \ INSTALL
BASE O�S•PE = J/ - /�-- ^ Ir L� - _ �/`'• \\1\\ `\\\\ ,?\\)\ I/(� N.T.S.
/\ CHARLES&PENNY BODENHAMER- \ \\ 1 \ II 1\I///e - -\ -cM / ■ II FLEXIBLE PIPE SLOPE.--- i„ --f j i/ -1 \ \\\ \\ \ , �/ SEAL '. _
q\ \ DB 2158/PG 0187 - - II\�\\\ 1 1` fi" (DRAIN WITH INLET --�J �� / _ _\ ) \ - \` \ \\ I\ 1I/ _ _ ° 17646
/ \ `b\� \I' PB 13-PG 65,LOTS 117-122 -_\ \;' \_I \ \\\I II\\\��/// 'h ,�/\ 1/\ PROTECTION(TIP.) -�_�--.1::,:'- 11\ 7r-_ ))\ L\\ \\`�\\\\\\\\\\�11/1 I/// %?i°.° 8l'9 9°°F:
/ /\ Q C` ` \� /� ` I _ JI X - \\ / r `\��� I II / „,.° e E0'`2`:
obp2 EX.ZONING:RS/%/���\\ 1\ \\\I 1\\\` / I'1 1 / 1 iI �! i) ;// � °� \_ \__1\\\I11 AN, \ / 1111 ,\II LEGEND =,,C 4,SINE.°�p4
/ \ /\/ \ .�16` / \\ \ / ,.d--zv \\\\\ \ \I11\\\\\ Jj/� .'J`\\\k ' I' B / .fi @ 1_\1 \ ` E• E� E�
` 4� - n ■1■` r\ � \ \)` \\\ Il \\\ \I 1 -\N 1( TEMPORARY DIVERSION DITCH �///II ,,,"`
/ '\ \ \ \ )/ /y"n \ \\ 1\ II l\\ // \ l r I , °ir�� \sS t \ 4-- -\1 \\ ' 'it/
( \
VV � tr � ��vAA VA\� VAVAVlI ��� �' 1 ■� N «y�_ r�r �� v ��-�� �v \yIAVIv�1� / �IIIII/ Rs s/ / A A V A // / �( \ VAV : A v A 1A \ VAA -III "� II / V II
\� / 1 `) \ \ \ - ��1±_ --~ - l -�� - \ \ \'� \ V\ \ I// STABILIZED CONSTRUCTION ENTRANCE 'e
/ / ( I° I ` \\ ,\\, \�^ l/ l� )/i . JI),,--,,,,,itp-,-,-_-_--2.4.1- ,-,-®„___-_ ,_-_-_-:,,--•
\ / / i-^�- ♦1♦\ J-\ \ \ \�,J)�r ' lII (-/-
/ / \ I c, )/ l 1/4\ \\ \\ I \ ,J - J / �^� \ I \ /r /i ,�\\/ \I1 \\\ LIMITS OF DISTURBED AREA
m0� �� w♦♦ AA \A AA�v� h`�� ♦�vA1 /�AA' �vA JI I �vI)A //CONCRETE V A A I Il l+ ( / / / lA c/- 1 1 VAV /// STABILIZE CONSTRUCTION - \\V♦ 11r1 q$ • •• �j\ \\ \ \ 1 I I � \�J) // / f\ �_ �` \I \ l \ \ `\/ I / \(I 5
/ ENTRANCE(TIP.) \ �� o �\ OAT �, ■l�\ ■� \ 1// II 1� I� S'/ _it•II _�I 1 ///�'E ��1 -� �'§ \ 1\/)I/i \\\\VVV\ L,\1\(/ \\ \ // PIN ID:P CEL#8-3196 SILT FENCE
/ _ ('� \ \ 1 \ - 4', T �t l I\ f%// -m / C/ - \�r ` ti \1/ / \�\\ \\\a \ \ l\\ / 1300300000008A
/ L�, ° \ V \ Wi\r~~ l III tl // ��_'/ / J / l �-\ti \ t \ ♦ / // -\\\ \\l \\ I \\ /-/ I\ I I I I /SCOTi 8 SUSAN LANDRES SILT FENCE STONE OUTLET • Gig
PlrfiD:6eal-oz-ad-ls6a / ( a ��,?\� A� ��I ( A A VA\.,-- -_,. // ) I II 1- ��/\I / /� 1 /- / / ,-�� v ./ vvv� A\11� ,,,,iNI ,V1I1 I I V DB1645/PG0880
PARCEL#:13003B0000113 / e/ 'SY �� \\ A\L,� \ ^ \\\ ` 1 ))�� \ \\ 4,.,,/� // / / /-�� ,\^-` .1\ ` 1\ - ., \ \\\\ �(J'Ali., ;!\ ( )\ I 1 I EX.ZONING:RS
/ (/� �(( \ COIR MESH BAFFLES CM
/RCLIPDUA�EHALE / \ 1i \ '\ `) \ \I l \\ \\v \) r/-i _\J/� r- 1 �„ , \ � ) . \ \I , 1I11 I // n �GZ HOMES,
/ v A A v v A 1f c V\ V I /l I /^�� v l l ti ,,,,,, ,,,-,-\ . V)
/ DB 2559/P/G 1604 / \/-�/ \ INE DITCHES ASP \ \ \ �`� I l�\\`\ "I ' //7 c - \ �' \l�/ \� �` /i)J / J I I I 1
PB 13-PG65,LLOTS113-116 - ,6 ETAILI SHT.C3.1 \ I l \ I ),/ ) - .1 / �� \/ 'I'Z� %/\ \)/ �^\` \\ \ 1 \ I I I \ A 9 INC.
/ / I �\ I \ \\ \ �\ \\\\-��` 1/\\\'\ 1 \ IJ //- / P.
'� / \ .`\ / ( \ \\\`/ I I I 1 I'^ CONCRETE WASHOUT g
EX.Z til G:RS `1, \ \` \\\ / / �� 1- /-\. - _ \ \ \ �. ( I I III1a
1 y
/ 9 //j/ V A, A I\ v ��� V 1 v � :6, ►AA ) 1 ( / 1 _ ,,, v A /'/� '�Sv A% VAAVA // )/. v 11I 1 I1 A \,
„,,,,/ 1 \ J ^\ �� \ �✓ 1 \� / I I I \ ) 150 BUNKER HILL CT.
\ (�// \ \ \ , mit r/ / -o / �\ \ / I I ROCK CHECK DAM fi�e.�
1 ) 1 /// r� \i c,^ A I I / V4 WINSTON SALEM,NC 27107
/ NI
► / v y0'P.U.E. �,� f ] v v VA VA / / / PHONE:[phone]
V i # RocKCHECK- _ J \� ,� / / /-� - - t /��
\ \ \\ / {I L - - ` \ p a \ \ \ II / 1 / [e-mail]
PIN ID:6841-02-]9-9050 \ `\ \\\ `�j // 1 / J. "O �� - C - -70 � (•1 I /-^\ I \\ / / �-�vf O/ ) / / -/j j�j ROCK DOUGHNUT INLET PROTECTION
PARCEL#:13003B0000047 \ \ � 71 5 I - \ �_ 1 \ \ \� 1\1J(/�/,�,, %, / r~%//%// , /
DAVID A.&MARY T. ) /~ �\ 1$ f i. - \ \I / -\J / / j/�
DB isao/PG o757 KRAUSE, \\AV\�\ Vl �- ,� ��� V ---� a4i\��A v-- -� 4.4♦ I -'..1 v( < -i//i7/r/ Z
ZONING RS - - Illimml" >_- _ - \ L
_ f '?✓� v 1 A, 1 v ,�. A� �► - c 10 u�i�` / / � - v �1' .♦►�11V„ /�J `•� //f//// GENERAL NOTES:
INSTAL SILTFENC _-/ \\( Z _ / /' - 870 / /�/ ` , � \ -' t-\l °.a' /l II�
A O ND BASE OF8. E� �- A,, \ \ - ---' �'- i 5
y \ ` _ ��\\ �\�/ h� I /// // r / / 1.PROJECT ACREAGE:LONGITUDE:
ACRES
F 4 /// AV ) v A A/� \ // / / / / �zo- 870- '- / / / / V- v _. vC �M ♦ -
Ns
J / / LATITUDE.35.993 LONGITUDE.-80.187
/I SKIMMER�BASIN 1 WITH - ) \ \ Y\ �y- / _ `b- \\ / / �� r // % 2.DISTURBED AREA=18.i8 ACRES
/II/l/ 1(1" ////� �\ \\ •\J\/' \�\V A A\ I/i/f r ,-� - I�,` r
COIRMESHBAFFLES(TYP • \ /I \/\ 1 \ \ \ / / / / / / \\ \ `� / - � Z
\ ( / y \ _ / / // / / \ \ - \\1 \ \--� \\ �j-�-� i-)( / / / 3.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS.
�/��I �'�. 1 1 ( / / _ --/ / r / H" �/ //
/ y '- ` _ ` \ l'I°7 \ \ \ !J \ \L / / / // �� \ ---\S \ ` \ --1// /y S / / // / 4.THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE Q
I /--- '�- / Y - .L 1�°� 1 �)I I L _- l / \� '- 1� )` / I ) l / / CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED ♦,
�/ )r / ( __ )/ j•: \ I. {r■i i�•■■�■j■■` ) 87� _ // / / ' - \ e--/ ^\if/ ey ` / / / / \ �// IF THE PROPOSED MEASURES CAN NOT FUNCTION AS O Z
TEMPORARY DIVERSION DITCH TO '" �°� �. f / / / ) 1 ) r ■ ■� ■I■■#t MEM ap.. / �� 1 \ ) / / 1 , /, / INTENDED. 11
DIVERT NON-DISTURBED AREA - / ( / / / / / / ■ .may}���� ■■■ ■ ■ ■■■■■ _ 1 ■■IA■ NENE ■■■ ♦. I`. , . k;r •� / /
AROUND BASIN-USE 10'RIP-RAP.- � / / / / / // / / / / / �1 1� ` / / ■■■ ` \,� \ L1 "�° � I� ) / //r I/ I I S �/ S.TOP08 BOUNDARY PROVIDED BY:
-s2. / l ( / / / / /I / / / a ' 1\ ' / / / / �■ / 1 \ /-J', ( \ )/ 1 // 1 I ! „,, COE FORESTRY 8 SURVEYING - of
AT OUTLET TO DISSIPATE __ / / / I / / S / \ ` / r `� _ \
/ / / / / / / / J I. / 1. \ / / ■♦ ` 7 - _-. _i // ( I ) ( P.O.BOX 36 J
ENERGY(0%SLOPE) ---- --/ / I / /7 1 / / \ `- n / ` �\ / I / WALLBURG,NC 27373
\LO/ PIN ID:6841-02-78-9724 - - / / r / / 'I / \ \ / (/ ♦♦ \ - - \ / / / )\ )I I I I 1 l
- 1 / I /" / 5y y \ \ ` /_ / S �..�♦ / �j \ -\\�. \ -- /✓ / / )S 11 1 \I 1\I I// DATED:
- <
'`/�PARCEL#:1300700000021C ---0 �./ ) I I / / A /� /�/ // / / / �.LIMITS�OF DISTI)RB�A�(TVP.) \ ` J /. ■ -\ \moo \ I / / /1 \ \ 11 1 \ (� DATED:7/5/2023 CI (13
\^- /iARTHURJ.&MONA GAILMILLS- 0 %-- f I ( / (�' \ 1..� / 5\ ^/ �� \ / \� 1 / // ) )II I II 1{1\I\I•' Ce
_i DB1435/PG2IC --� -- / / / r / / / / / / \ \ Ay` - / '1-
i/ l ` • / - \\ ♦.` �� l \.�J / // PIN I..6EI31-02-97-1SS CCIZ
!!/ MAP 7-LOT 21 C -� // ' -- / / / / / f \/ ( ) /✓ \ ♦ L�`� :-- \ �,, \ \ ♦\`1� \ �4I 1�1 �/ / 1 I (( PARCEL#:1300300000008D O
\ EX.ZONING:RA3 --- // /--- / JJJ( 2, / / /\ I/ / \ \ v ) \ \ \ K \ L! \ ♦♦ \ ( ‘, r// LOU 8LAURA SAYPHARATH )/�
°� V /J P l < > ` �� / °�j \ • �� v •• "`�,Ev Jul / / / / DB 1307/PG 1654 ( 7
III \�\\ // / / 1-'"':"''''
d--� "J 18:. / / ro ) J `- ■ J \2 / X20NI 'RS \� L
f v ( a - / / �y as°-01P / y \ �� ♦•� �� �ti 1 1A� //i/////i 1/ f/f w v\1 0
/ / < ) r ( PIN ID:san-o2-aeazaa - N ` '- •♦♦ 4♦ I A 1 I/ / f // I / -/i_i) 1
♦. . «• v /
1 c --- / cc`
1D:88a1-02b8{W85 1 / - PARCEL#:1300700000021 - \ I I / i ) \I\\ \\�\ 1 / /// //i- �i% �� Z
/ __ / JUSTIN T.&MICAH ANN MILLS U° _ \ 10 -'-- ) \\ / \ \\ ( // I ( / / /�
\ i PARCEL#:1300700000021 E '� - - _ \ \ \ - \ I \\ \ I \(\ ( `s / // ( N
`� �/- _----/ / / JANET E.MILLSAPS \ ` \ PINU:6841-02-88-2353 I/- /~- DB 2229/PG 0906 --_ \. - \ \ \� I \ /� !� \/ ) ) I 1\\\\\\� \\\\\ \\\\/�1\ \\ \�\\\ (/�(/l L.L IX Z
` --- - MAP 7-LOT 21 \\ \\ \ ___
/ / - - / ( ( DB OA30/PG OA30 PARCEL#:1300700000019 \( - g 1 ( r \\ \ \\\ \ \\ \� \ C�� O O
/ / - -� ` ( MAP 7-LOT 21E \ JUSTIN T.&MICAH ANN MILLS y EX.ZONING:RA3 m rL- t�� \ 1II� J -- J / ) \\ \\ \\\
rs•
•
/ r/ /�//� ' / _ / EX.ZONING:RA3 ` \ -- /� --_' N \ -- \- - \ \ \\� / 1 \ \ \\\\\�\ \\\\`\�\\\\�\ �\ LLI -
l \ \ -- DB z2zs/PG oso6 -`� r~ 1 \f- \ •\\\\ O \ ---_ /y
MAP 7-LOT 19 7.� - \ \ \\,, \ \\ _ W,/
/ / �i / / EX.ZONING:RA3 ten. -/' \/ - \ \ -- .- --- - - ( \ r- \\ \\\ \\ '\ \ \\ `\�
- �,� �� �J ^' �V / ���� -� v �� w r \ �VAA�)//AVA1��\\\V\ � \l��'I' I ) /l1/ - W
/ / ___-/ / Et
i �� / �\ x �-//�\ I`v rv- / A \ \ A \\\ VAA \ \V 11 V A/ / //// /
„� 1/v > � _ -, � � L _ _ ---- -\ )IA •1 AilI /�//// �i /�/i Q W
_ / _ ., /- ^��--"-� -- �ti��, -vv.� =a _/ ) ( I / / / // ct
I
Ce
=w�.a5'= = • _ '., tip , 11 l / // / / i//// //7(/
"��J f. -- ---_--- _ - __ --_ - <�szw_�u>,-4y •_ Zs� ;; 1 / /�l l j i�///i(�i/ r r /ii/�//�l / - vZi;
^ �.-___ -- - \` -- _-~ \ _GdP�� `l i / ),//i/ rii�i////�/�/ //�///� <<) 1 \\ic.1\i,\ti'/� REVISIONS
( ----- `FEE.-RURALRETREA �. ' _`� =/ / / //// / ///�/< 11 ( /<<�N SIN 0:6851o1-oka 0`/ //..r- ---- ��� - \ - k ,
( ` 60'PU BL7C-RNV�, --- \O \ ( l I//r////I/ ( i/ r I n' \ PARCEL#:1300700000018/ ////
\�\ ( -'�-\ N.\ W .� \\ PIN ID:6841-02-87-3893 \ - ° "..�ti - 1�/� 1 I )I 1` I\I 11 I / 1\l)\g�\ DAX-L LEWIS KINNEV ///////
J - 1 \PARCEL#:1300700000022B___--_-_- ���^;-\ / I / \ _ / /
/ \ /' ) ` DB 2602/PG 1130 /
JUSTIN&MICAH MILLS tom,�lN -\� \. (� -�J \ \ \ \\` ,/ /
I
\ \ _------- - -�(\-�� F \ti � \ / 'c bY- EX.ZONING\ // ////
CONSTRUCTION SEQUENCE NOTES: \ \ -- DB -_-_�- ,>� <�.� / �)` \\\Y- \ �(' / /
\ \- -PHPL/i I I ( \,_\ -\\ \ \ \\ . \ _\\�\\ \ /
1.RECEIVE APPROVALS FROM NCDEQ. ------__- ------� \�\ / O'•�'- -_//~_t0, \ i \��\\\�\1\„ ----�\\\\\�N////
__ • �, A y NV v- °'s. V ANN- T_vim.: Vv/ ------ \'vA\ . v////
2.NOTIFY NCDEO REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING --- _ - 1 \\\ \ _ °-q _ \ \\��^\\-� r \\\\ \\ //r
ACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. \ \ \-�\ 6'`4�` 1� \ ` 1 \
/ 'N.,.... v J v�r=�� -� M,- °"� -'_N A --: /
3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. \\- / 1 /�" `\'\`.
� N - �'.\ \ \ �/`
iv
4.CLEAR&GRUB MINIMAL AREA REQUIRED FOR INSTALLATION OF EROSION / / \ \ \\ \ °'B4a,/ ` \�t \\`\ \ /
CONTROL DEVICES. MAINTENANCE PLAN: J / / ( PIN ID:6841-028fi-69]3 i , 3 ,
I ) ( PARCEL#:1300700000022 \\ c/ ,- \\\\\\\-..
5.INSTALL PERIMETER SILT FENCING 1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY �/I \\' WADE ANDREW& \\ -�\.� \\\� \ 1 \ \ -\ /
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES PIN ID:6841-02-87-31✓!8 SUZETTE LEE MCINTVRE 1 \\ ����\_ \\ ` \�^ \\\I��\�
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN. OF PRECIPITATION DURING ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES ,I DB 2217/PG 0951 \ -L 1 Z \` ��
.PARCEL#:1300700000022A ) VA 1 �A �t��
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. LUCIENDA L'NELL MCINTYRE EX.ZONING:RA3 / \ \ / \ \\-
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. \_ \ PIN ID:U841-0�-�7-8480 -�`�
DB NING 0RA4
2.OF THEZ T MEASURES SHALL INITIATEDTIVI AS SOON AS PRACTICABLE INR PORTIONS EX.ZONING:RA3 \ 1,1 ( L\ 1\ \ ,PARCEL#:1300700000020 L)\
8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL OF THE SITE WHERENCEWITH
CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY I ` \ \ \ ANDREW C.HARRISON \\ \ \\` \\_ PROJECT NO.:2023.20
MEASURES ONCE INSTALLED. CEASED,IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT.C3.0 \ \ DB 2605/PG 1845 \ \
X.ZONING:RA3 \ \ \ \\ \ \ SCALE: 1"=80.
9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE. 3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN STORAGE \ \ �� \ \ \ \ `\ \ \
CAPACITY REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE \ \\\N \ \ \ \ / 1 DRAWN BY:PAB
10.COMMENCE GRADING OPERATIONS FOR STREET AND LOTS. SEDIMENT POOL NO LONGER DRAINS PROPERLY. 1 l \ I
11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND 4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES CHECKED BY:MSL
MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE TO REMAIN APPROXIMATELY 0.5'DEEP AT THE FENCE.THE SILT FENCE WILL BE REPAIRED AS
INTACT FOR HOME CONSTRUCTION. NECESSARY TO MAINTAIN A BARRIER. DATE:08/29/2023
03 11.CONTR CTOR IS FULLYRTIES RESPONSIBLEASSURIN FOR
C NTACTIIG 12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON 5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
APPRRIATEUTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. INDIVIDUAL LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
. ENTRANCES AS PER DETAILS ON SHEETS C3.0&C3.1 AS NEEDED TO ENSURE NO DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL DEVICES MAY BE
OFF-SITE SEDIMENTATION. REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE GRAPHIC SCALE
zl CONTRACTOR is RESPONSIBLE FOR PLACING BARRICADES SHEET NO:
EL 13110 TO r6E PUBUSING MCN,ETC.,AS NECESSARY To INSURE SAFETYSEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
U ��� al.AU PAVEMENr curs,coxcRErE OR ASP6ALr,uxEro 13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 120 240
W / V-67Z OAcco g rOsrAIND=oP 6ENaRr6 GRADING AND HOME BUILDING. B� - 11
I CAROLINA DEPARTMENT Or TRANSPORTATION_ fi.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD C2 .0
14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS.THE CONTRACTOR SHALL
al.06o6INOwiu BEAc0O0DINC TODS0ATRENC6ING AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. IN FEET
Know what's below. BANDARDBPARr,BBBMBPARTP,DRABAMMENDED. ( >
N Cal before you dig. 'inch= $o :1

SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO MATERIAL FROM
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. DITCH EXCAVATION , ,
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3"DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED GROUND LINE LATHAM-WALTERsS PREPARED DEPTH SHALL BE 4"TO 6"DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6"TO 8". L= THE DISTANCE SUCH THAT POINTS 00'00 000 / ENGINEERING,INC.
3. LOOSE ROCKS.ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED A&B ARE OF EQUAL ELEVATION ,0, ,
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABUSHMENT '"'"/" N.C.CORP.LIC.C-1815
AND MAINTENANCE OF VEGETATION. A B 16507-A NORTHCROSS DRIVE
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
KNOWN,WITH APPLY UME HIGHER AACCORDING TO 6 NEED T BE LIMED. IF S SEEDING SPECIFICATONSH IS OT BELOW. \ /,///\//\/z,/� A�u ,�\�\\�\��\/ L ry 1'-2'BASE HUNTERSVILLE,N.C.28078
OIL.
5. APPLY UMESTONE
ACCORDING TO SOIL TEST RECOMMENDATIONS. IF //�//i �//��,����:��: tv/vV/V�VA��V/\-w ' NOTE: SEED TEMPORARY DIVERSIONSIMMED/ATELY AFTER CONSTRUCTION. FAX: (704)PHONE [phone]
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTIUZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. FROUGHEN URROWSEEDBED
SURFACE PRIOR3 TO APPLICATION. GROOVE OR
SLOPESSTEEPER THAN TEMPORARY DIVERSION DITCH DETAIL
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS
DISTURBED CONDITIONS. , �Z N.T.S.
������-"'� gS CLASS B STONE
PERMANENT SEEDING SPECIFICATIONS-PS �;'��;������j ® Qw¢i• ` IIIIIIUI�� 9"MIN. !•1
O � �� N♦ ��i. CA II
LOW MAINTENANCE AREAS F�OOOOOO'�''��� p�gz :i ��}��� i,��`ON ?�O.SrEss/R� , ;-;
TEMPORARY SEEDING SPECIFICATIONS-O 1�.00,of 7ui�YPICAL ION.",TU.t ��SE//O FLOW p �Q/
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS ��:;�1 w�-t�'�'• !� t'� SEAL _
DATES TYPE RATE DATES TYPE RATE AMENDMENTS CLASS B ST• :�� .- 4'TO 6't _ t 17646 9•�`
JAN.1 -MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND N� 8/29 !°Q
AUG.25-SEPT.15 TALL FESCUE 100 LB/ACRE FEB.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME- i� TYPICAL IONGTUDINAL SECTION '?C.c°�°°•' ;N°E•T..1,.S,,<,
FEB.15-MAR.21 SERICEA LESPEDEZA 30 LB/ACRE OR LOBE STONE AND 750 LB/ yV '��0'C( V,P.�s
L S.
KOBE LESPEDEZA 10 LB/ACRE ACRE OF 10-10-10 O RIP-RAP ON m II III17�
GENTLE SLOPES,AVERAGE SOILS FERTILIZER �� CHECK DAM 1.5'MIN111:11111 a FILTER FABRIC
DATES TYPE RATE AMENDMENTS 1 r
CLASS B STO-
DATES TYPE RATE ISOMETRIC VIEW -
MAY 1 -AUG.15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND --,e- ��_-
AUG.25-SEPT.15 TALL FESCUE 80 LB/ACRE AGRICULTURAL UME- .�1B/ , 00
FEB.15-MAR.21 SERICEA LESPEDEZA 20 LB/ACRE STONE AND 750 10-10-10 NOTES •�• ....
ACRE OF /.TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. '' �� ��•�•
KOBE LESPEDEZA 10 LB/ACRE FERTILIZER �� �� ��i _
;'';:'•;.� FILTER CLOTH C
HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS 2.THE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER, .16 ��47' 1
N
AUG.15-DEC.30 RYE(GRAIN) EXCEPT WHERE SHOWN IN THE PLANS. ie
120 LB/ACRE 2000 LB/ACRE GROUND ��� 2
GENTLE SLOPES.SOILS WITH AVERAGE OR BETTER MOISTURE.COOL SITES AGRICULTURAL LIME- Q25 A B C THICKNESS RIP-RAP CG2 HOMES,
ACRE
STONE1100 LB/
TYPICAL CROSS SECTION END # PIPE/SIZE (cfs) (ft) (ft) (II) (in) CLASS
DATES TYPE RATE FERTIUZER INC.
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE ROCK CHECK DAM DETAIL CULVERT 18" 7.0 4.5 11.5 10.0 21 CLASS B
TALL FESCUES(90%)AND N.T.S.
150 BUNKER HILL CT.
TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. WINSTON SALEM,NC 27107
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. PHONE:[phone]
GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS RIP-RAP OUTLET DETAIL [e-mail]
GENTLE SLOPES,DRIER SOILS,PHYSICAL LIMITATIONS SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY N.T.S.
TYPE RATEVEGGET� COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATESRES.
AUG.25-SEPT.15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE
OF TWO OR MORE TURF TYPE SILT FENCE
TALL FESCUES
SPACING GUIDE FOR SLOPE BREAKS NO.57 WASHED STONE
h.-1.-6"MIN. STEEL POSTS ONLY 0
GRASS-UNED CHANNELS,AVERAGE SOILS SLOPE SPACING(FT.) CO
STEEP SLOPES 2:1 20' /04, CLASS B STONE eA FILTER FABRIC OR COIR MESH N-
DATES TYPE RATE 3:l 35' �_ 2 Q (SEE NOTES BELOW) r
AUG.25-OCT. TALL FESCUE 200 LB ACRE OR 4.1 45' 1 �//'� BACK-FILL TRENCH w/ 7 nl
7 COMPACTED SOIL L
4-5 L3/1000 SF LONG SLOPES 15-25X 50' „ -`yV�' - ,
10-15X _ 80' n Q yoe O
I-
6-f0X I25' - _ 0111111111111111111111110 S'Lr FcrvcE % Z
GRASS-UNED CHANNELS,DRY SOILS 3-6X 200' CROSS SECTION "S ,E"'-:�' I
DATES TYPE RATE ta3X 300' - E•�"- _
LLI 0
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-80 LB/ACRE OR PER RcocRR nc[scm CHAPTER c. TABLE s.oza TOP VIEW > J
1 -2 LB/1000 SF ANCHOR SKIRT 4"MINIMUM <
_-2'
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL AREAS 0
AGRICULTURAL UMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. WHERE SEEDUNG EMERGENCE IS POOR,OR WHERE EROSION OCCURS. �y'1 Z
DRY SOIL,GRASS-UNED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. %; % 1 I I A'
AGRICULTURAL UMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. T.• •- �0� O IF-
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW. PERMANENT SEEDING MAINTENANCE:GRASS MUST BE MOWN TO p00�
REDUCE COMPETITIVENESS WITH PERMANENT OR LONG TERM O/ /0 ® A
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ••••••e:::i
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO U�
UNED CHANNELS TO CALCULATED HIGH WATER DEPTH. ENSURE ADEQUATE GROUND-COVER. WOVEN FLIER FABRIC 0000°p -$ - ��* + 8 standard strength fabric with wire fence•
Z
O81 O '° ..'T" ®*_6 6extra strength fabric without wire fence
I jii.IM1 11!ali If 11 1 /3 1 g W § 0
STABILIZATION TIMEFRAMES 1 / II 11 11PI II II 11% WOVEN FILTER FABRIC °°°°°°°0!!!!!O®O°°°°°A!!!!!O®O°°°°°OOe:vOOOOe`!!OA�•�•4•• z
II-11=11=i ll�l l-11 I II .11.. 3=iI=11' :•:5�k:°:°;°:::::::::::°;°:°;°:°;°:°,:°°O°:?:e000°:?:e000:::$.;!!e:::$.A000l1�ytow.4-**•. 0 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 11=11=11=11 =11=11.=.11.=. 11.=.11=11j.ii=ii=1 DR COIR MESH :::;`:;:::;•,•,/,•,•,•,•,•,!•,•,•,•,•,•,•,•,•,•,i°�,!!,p°00001.p O0000.,.00°°°®OIO S,®�O,.OI.❖°. ( '
.,IRII=ILIII-I-IRII=IRIIRII=III.=II=IC (SEE NOTES BELOW) **Aga :❖:❖:y❖:❖:❖:❖:❖:y ll::e,.�,e°°®°°®ll4,e,•eO°°®O®O�@00�0®00°°:!j!!O�/�®�:••OO�JC �/ v
PER/METER DIKES SWAGES DITCHES AND SLOPES 7 DAYS NONE R11 �1RII'" .I RI=II=I=.II.=.II.=.1' II=IIR !®:❖:❖:❖:-0IyO:ddd•::•J:•°.:•::dd•::•::O°° �lO•::O°°.°°°.°®!.!!1•J:•::°O�°®19�.:.°®�`'p!!e••V®O�' Et Ct
OI HIGH DUALITY WATER(HOW)ZONES 7 DAYS NONE N IIP.I •�i•��.0 0•� o�op• •0'o••• •0'o••• ••••••••••• p!®°®°B®0®�.•
SLOPES STEEPER THAN 3:7 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE NOT •••••�lOjJ• ••••:•••;:••••:;;;••:;;;;;;;:••;;;;;;;;;;:••;;;;;;;;;;:••••••:;•••gyp®p®p®° y'•••••••••• 0 z
STEEPER THAN 2:1,14 DAYS ARE ALLOWED. FRONT VIEW :•••••••• •J••:••❖:❖:❖:❖•-•••!•!d:::ee:::•3:::d:vd::::q:d::::p::pp❖•••-•-...----®��•®•��LOPES 3:1 OR FLATTER /4 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH _e. .,-i.,Y ' H�PS,a�i..1TT��pp.�•k�A�l1' •W 4 COI°°UJ w O
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:7 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES •^ '^"" ""'^u" '� ""` `F''•®"'°""""" ^' J w
1=1 11=1 I R I I G I I 1=1 I IETIE1 I 1=1 11=1 11=1 I IE I L I 1=1 11=1 11=1 11=1 11=1 11=1 I R I I-I 11=1 11=
(LE11E11E1111�111E111=11 11 11=1�1-1�1=11=1I-1�HIHIHII-III=1�1-1� I�HII-1I J_ w CO
SILT FENCE STONE OUTLET 1 III 111=1=Ms MIDI IIEII_II III 11= �7 111 11
ct
SEEDING SCHEDULE&NOTES N.T.G. - C
- � i •--III-III=w=11 1 L J I1 -1 I11 C Q
CC
CC
D w
ct
GENERAL NOTES:
NOTE: 1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
50' PUBLIC FILTER FABRICS.(REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR
MINIMUM STREET MATERIAL PROPERTY REQUIREMENTS.) REVISIONS
a o�� 15" CONCRETE OR CMP CULVERTS SHALL 2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
BE USED AS NEEDED FOR DITCH CROSSINGS. ABOVE THE GROUND SURFACE.
�W WmW.�� . L IIm-W� NOTES: 3.COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR
B"MINIMUM THICKNESS INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
EXISTING FILTER FABRIC UNDER STONE 1. PROVIDE 6"MINIMUM 4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT CO THE LENGTH OF THE
GROUND STONE DEPTH BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
15"CMP TEMP.CULVERT CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
2. USE#5 WASHED 5.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
50' FOR DIVERSION DITCHE , STONE AND THE UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
K
/ MINIMUM RAILROAD BALLAST THE TRENCH. FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF
12' 000000000000000000 PUBLIC AS NEEDED , , , , MIX THE STRENGTH.
POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
MIN. O 0 0 0 0 0 0 0 0 STREET 3. INSTALL SOIL 6.WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
/ O O O 0 0 0 0 0 0 1 STABILIZATION SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
0„0„0„0„0„0„0„0„0„ 1 8 FABRIC OR 4"
COMPACTED ABC 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
STONE UNDER MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
1 PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
ENTRANCE
B.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
GENERAL NOTES: ,� 4. ANY AGGREGATE THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.(SEE DETAIL)
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR (RACKED INTO THEE 9.PLACE 12"OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. ROADWAY MUST BE to.BACKFlLL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
SWEPT BACK ONS/TE THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. PROJECT NO.:2023.20
STONE SHALL BE 2" to 3"COARSE AGGREGATE ON A NIGHTLY
SILT FENCE11.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING CURB BASIS SCALE:N.T.S.
&GUTTER MAINTENANCE NOTES:
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAY REQUIRE PERIODIC TOP • 5. MINIMUM LENGTH OF DRAWN BY:PAR
CD DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF .
ENTRANCE=25' T.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
ANY MEASURES USED TO TRAP SEDIMENT. j4' RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH CHECKED BY:MSL
-O RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
(/) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED 10 ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
J IMMEDIATELY. DATE OS/29/2023
2.SHOULD THE FABRIC USABLE
DECOMPOSE BECOME I INEFFECTIVE PRIORECE SA Y, END
Q FABRICOF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE
I- WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC SHALL BE REPLACED PROMPTLY.
LJ STREET WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED 3.SEDIMENT DEPOSTS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
0 STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. FENCE SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN DEPOSITS REACH SHEET N0:
APPROX.HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
W FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. CONSTRUCTION ENTRANCE TO THE EXISTING GRADE,PREPARED AND SEEDED.
1 SINGLE FAMILY LOT
0 STABILIZED CONSTRUCTION ENTRANCE/EXIT 3 .0
CS N.T.S.
I� NTT. SILT FENCE DETAIL
CS
N.T.S.

WE
SILT FENCE SILT FENCE STRAW BALE BARRIER CONCRETE WASHOUT LATHAM-WALTERS
SILT FENCE
o MIN.
�� ENGINEERING,INC.
STAKE(TOP.) N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
mm �� HUNTERSVILLE,N.C.28078
s.
PHONE:[phone]
, IP LMAINM
§ 1 5 -y ? § , , FAX: [phone]
B B
FOOTPRINTII STAPLES SW"D/(.4"STAPLE
BINDING WIRE
V \ (2 PER BALE)
En MID
ME •III HHI
MIM •I\1
STRAW BALE N O i'6,4'
mmm� NA0HE MATERIAL METAL STAKES
I `O�.`pFES S%0• '
1-is CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE ((JPRONAL) (2 PER BALE) SEAL
•. STRAW BALE °
CONSTRUCTIONENTRANCE PLAN M.P.) SECTION B-B = 17646y//L
$ILTFENC PAVED STREET PAVED STREET PAVED STREET PAVED STREET 9/""nz.
TYPICAL LOT TYPICAL LOT TYPICAL LOT TYPICAL LOT WITH STRAW BALES "'°°•° S� e�
TYPE'ABOVE GRADE. :XT F,�.ONEEQ;:°P,.,',,,
A B C D NOTES T V l 1,"
INDIVIDUAL LOT EROSION CONTROL PLAN LETTERS A MINIMUM 1. ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND
PER/METER OF CONCRETE WASHOUT AREA
N.T.S. OF 5" IN HEIGHT
2. INSTALL CONCRETE WASHOUT SIGN(24(24-, EXCEPT FOR THE SIDE UTILIZED FOR
MINIMUM) WITHIN 30'OF THE TEMPORARY ACCESSING THE WASHOUT.
Fl CONCRET CONCRETE WASHOUT FACILITY. 7 A ROCK CONSTRUCTION ENTRANCE MAY BE
II WASHOUT II 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
50'FROM A STORM DRAIN, CREEK BANK OR WASHOUT TO PRONDE VEHICLE ACCESS.
SKIMMER W/ROPE ATTACHED EMERGENCY SPILLWAY 5 I 6"FREEBOARD (MIN.) r 2.0'SPILLWAY I_I PERIMETER CONTROL.
SEE SKIMMER DETAIL BELOW 11 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN CG2 HOMES,
I I
.�ELEV.-SEE TABLE 50.8 FULL. INC.
0.5'
I -III EMBANKMENT STABILIZED CONCRETE WASHOUT SIGN DETAIL 5. THE KEY 70 FUNC770NAL CONCRETE WASHOUTS
SELECTED FILL ,III WITH VEGETATION IS WEEKLY INSPECTIONS ROU77NE MAINTENANCE, CONCRETE WASHOUT 150 BUNKER HILL CT.
PLACED IN LAYERS - zd SLOPE MAX. AND REGULAR CLEAN OUT. WINSTON SALEM,NC 27107
PHONE[phone]
,I�I NOT TO SCALE [e-mail]
ELEV.-SEE TABLE 4"PVC PIPE 11f�V�
END ELEV.-SEE TABLE
I I I il II. I
RIP RAP APRON
AT OUTLET-5'x10'x8"THICK
SEE BELOW
CUT-OFF TRENCH
2'DEEP,3'BOTTOM
2:1 SIDE SLOPES 1"---
0 v/
SECTION THROUGH EMBANKMENT TRAW&NET OR PERMANENT LINER
INSTALLED PER MANUFACTURER I"-
DRAINAGE BASIN (SEE TABLE FOR PRODUCT) Z CV /
BASIN AREA 010 SURFACE AREA SURFACE AREA VOLUME VOLUME SIZE TOP EMB. WEIR BOTTOM OUTLET WEIR 4"PVC <
NUMBER (AC.) (CFS) REQUIRED(S.F.) PROVIDED(S.F.) REQUIRED(C.F.) PROVIDED(C.F.) W x L ELEV. ELEV. ELEV. ELEV. LENGTH LENGTH O
1 1.71
2 4.90 20.5 6650 6720 8820 12096 58 x 17 5 8842 840.0 836.0 826.0 10 56 Z�./%� -L �\%�L 2 Z
U) W
of // W CI
II0 0 3 DITCH# ROADWAY PERMANENT LINER > J
o r o \l STATION TEMPORARY LINER
NOTES: O a 2/3
1.LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY. p LL j/ 1 CEDAR DRIVE 1+20 TO3+68,LT. STRAW W/NET GRASS Q Ti) O
2.ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED-APPROX.48 HOURS. 'L/L\ "/�
3.REDUCE THE INFLOW VELOCITY AND DIVERT ALL SEDIMENT-FREE RUNNOFF WHERE POSSIBLE. , 2 CEDAR DRIVE 1+20 TO 3+68,RT. SYNTHETIC MAT GRASS ry/°� Z
�, / ��,' 3 CEDAR DRIVE 3+68 TO 4+80,LT. NONE GRASS I T T 0
SEDIMENT BASINW/SKIMMER \� 4 CEDAR DRIVE 3+88 TO RAID,RT. STRAW WI NET GRASS �/�/1�
N.T.S. 5 CEDAR DRIVE 6+10 TO END,RT. STRAW W/NET GRASS `�i Z z
V-DITCH DETAIL(TYPICAL)
I I 8 CEDAR DRIVE 8+50 T09+25,LT. NONE GRASS I' I Q 0
DEWATERING PIPE ATTACHED
NOTE:ALL DITCHES MUST BE STABILIZED PRIOR TO ACCEPTANCE INTO THE STATE ROAD SYSTEM. Z
QD U
TO RISER,DETENTION BOX,
OR END OF SKIMMER AS ROPE ATTACHED NOTE:SYNTHETIC MAT LINER SHALL BE NAG SC150 OR EQUAL WITH ALLOWABLE SHEAR=2.00 PSF.
DESIGNED BY ENGINEER TO SKIMMER
SKIMMER SHALLOW PIT EXCAVATED DITCH DETAILS CO LU 0
UNDER SKIMMER N
H _
SaWriln DRIVES' TEEL P:
wU)
EMBANKMENTINLET ZONE 35% Et
TO FORM BASIN 1.DRIVE 5'STEEL POST AT LEAST 24" OF SURFACE AREA 5 O
INTO SOLID GROUND. INLET ZONE 25% ` JFABRIC-LINES I■�)�� 2. AND VEATLES L ATORT TORIZONTLLVOF SURFACE AREA QSPILLWAY:SEE AND VERTICALLY TO ATTACH THE INLET ZONE 25%DETAILS O FILTER FABRIC TO THE WIRE FENCE. a pp,opOF SURFACE AREA
iOUTLETZONE15% VENT 3. SPACE THE BAFFLES ACCORDING TO \� OF SURFACE AREA \ �/
mTHE APPROVED PLAN. 4 1
4. THE FLOOR OF THE BASIN IN THE STRAPS SUSPENDING INLET
BAFFLES:SEE CM (NIF 11
DETAILS FOR II OUTLET ZONE AND BERMS SHOULD GO1.. Ali' I�
CONSTRUCTION ,If BE SEEDED IMMEDIATELLV AFTER %1' FLOAT 1
I� ALTERNATING W II�II I I� I /III ` \ /�� -
O' THE BASIN IS CONSTRUCTED. 1/ CI 1\ R�_� REVISIONS
J FLOW.� II I 11 I11°I 11 it 4"OUTLET END �T
illilik
CONNECTED TO
CM Q II11 00 -0 RISER OR PIPE _, �.��� I
COIR MESH BAFFL ��. i l l l '�
THROUGH EMBANKMENT �� 1� /�/
INFLOW FROM SIDES
199 I II I A Ili' -
4
(TYPICAL) I
DIVERTED TO UPPER ° 1l�1 14 �/ �-
END OF BASIN TO ,k. J' `•
PREVENT"SHORT 19JI% Td ION'
LARGE SEDIMENT CIRCUITING" / / / ' d INLET SCREEN/DOOR
STORAGE PROVIDED , �; ��i' W/ORIFICE INSIDE(0)
IN UPPER END OF CM / / dVti x i . �� .._
BASIN EXCAVATION TO \ ".. 8O T �.. / R MLET EXTENSION(C)
FORM BASIN / I I \"\\ (J ZFT ARM ASSEMBLY \� \BARREL PIPE OR ARM"
4'-0"MAX.SPACING "C"ENCLOSURE
\x-____x_x FLEX HOSE(A)
LENGTH TO SIDTH RATIO (TYPICAL)
TWICE AS LONG AS WIDE ATER ENTRY UNIT
INFLOW INTO UPPER UNLESS A V-SHAPED 7 PERSPECTIVE VIEW
END OF BASIN BOTTOM IS CREATED IN
SMALL BASINS.SEE 5'STEEL PO I
INSTRUCTIONS. PVC END PVC VENT SCHEDULE 40
FLOW,� CAP PVC ELBOW PIPE PVC PIPE
SKIMMER BASIN COMPONENTS-PLAN VIEW r PROJECT NO.:2023.20
N.T.S. 8"X 6'TRENCH " ■
riENA/MEW WATER SURFACE :=:=;,
BACKFILL AND COCPRCT WENVMUNEW ������ SCALE:N.T.S.
FENCE AND FABRIC \ 01.101.4. PVC END CAP O.
BURIED IN TRENCH `` ( ���
SCHEDULE 40 BASIN# SKIMMER A B C D DRAWN BY:PAB
Illell III PVC PIPE SIZE FLEX PVC INLET ORIFICE
MAINTENANCE: ��I -1 f N PVC HOLES HOSE ARM EXT. SIZE CHECKED BY:MSL
1. INSPECT SKIMMER BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAIN EVENT 6IN.OR GREATER). IIU PVC TEE IN HOLES PITIE DATE:08/29/2023
E
(n IN UNDERSIDE PLATE
_1
PVC TEE 1 1.5 2" 2" 2" 1.0
2. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE HEIGHT OF THE FIRST BAFFLE. BAFFLE INSTALLATION DETAIL FLEXIBLE HOSE 2 2 2 2 2 ZO
Q N.T.S.
I- 3. REPAIR BAFFLES IF DAMAGED.RE-ANCHOR BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND.
LU • IIIIII\\\,` BOTTOM SURFACE SHEET NO'.
4. REMOVE ANY OBSTRUCTIONS FROM SKIMMER,SKIMMER ARM,AND BARREL.
C_) 5. REMOVE ALL TRASH AND OTHER DEBRIS FROM SKIMMER AND POOL AREAS. END VIEW FRONT VIEW
Li
SKIMMER BASIN DETAIL FAIRCLOTH SKIMMER
oI
C3 . 1
N.T.S. N T.S.
N

LIVE
LATHAM-VVALTERS
PART II,SECI1ON G,ITEM(4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT ENGINEERING,INC.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need robe drawn down for maintenance or close out unless this Is Infeasible.The circumstances In which it is not N.C.CORP.LIC.C-1815
feasible to withdraw water from the surface shall be rare(for example.times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met 16507-A NORTHCROSS DRIVE
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, HUNTERSVILLE,N.C.28078
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit,
PHONE:[phone]
(c) Dewatedng discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include properly sited,designed and maintained dewatedng tanks,weir tanks,and filtration systems,
Id) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatedng treatment devices described in Item(c)above, FAX: [phone]
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are prodded et the discharge points of all dewatering devices,and LENGTH AS NECESSARY
TO GO THPIJ DIKE(f) Sediment removed from the dewatering treatment devices described or Item(c)above is disposed of in a manner that does not canoe deposition of sediment into waters of the United States. -\„.
RIP RAP4tAASgE,Dm STONE T.10CMCIll pm
D IF BASIN
IS LOCATED DOWNSTREAM
.? •.ES -204,,,,,, ,
p 4'MIN. ..1 PIPE (OLDS 30.12) OF PIPE OUTLET.
PART III PART III PART III 7-7 (VOLUME PER OLDS 30.12)
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING ..
SEDIMENT PP 0:4;1 tli,s.4i.iiii//,.
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING • .
Self-inspections are required during normal business hours in accordance with the table 1.EASC Plan Documentation 1.Occurrences that Must be Reported FLEXIBLE PIPE , 'NA C Ii. ",,
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permit..shall report the following occurrences( , •
,, '•.•
personnel to be in jeopardy,the inspection may be delayed until the next business day on TIE DOWN 10'MAX.SPACING 0h1 j
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.The (a) Visible sediment deposition in a stream or wetland. . r.-
which it is safe to perform the inspection.In addition,when a StOrrn event Of lffitral tO Or ::••r:•
following items pertaining to the E&SC plan shall be kept on site and available for inspection at (b) Oil spills if: • SEAL % r.
greater than 1.0 inch occurs outside of normal business hours,the selfMspection shall be TIE DOWN AT END . :
all times dudng normal business hours. . .
performed upon the commencement of the next business day.Any time when inspections • They ere 25 gallons or more, ',, ,,,_2-...-, ,-,,,,5.t.. 13,1/1.7 64700 kJ
were delayed shall be noted in the Inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours, 4'(MIN). ., ,::, ,:r:•,
Inspect Frequency Inspection regOrdS must include: Item to Document Document Requirements • They cause sheen on surface waters(regardless of volume),or DIAMETER(D) ,, , •, ''Pi,......c4C 1 NE.,-V,S.‘Z.'
(during name!
I I , '•„ • , '•,:' ...,,,,;.;941...........vtg.s..,,,•:'
business hours) Initial and date each E&SC measure on a copy-of • They are within 100 feet of surface waters(regardless of volume).
PROFILE ., '•.r'•. ' .:'•, .
(1)Rain gauge Daily Dolly rainfall amounts. the approved E&SC plan or complete,date and (c) Releases of hazardous substances in excess of reportable quantities under Section 311 '''4Illtit;t0°
maintained in If no daily rain gauge observations ore made during weekend (a)Each MC measure has been installed end . . . of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
n mood th r h E&SC
on holiday perlods.a.no individual-cloy rainfall information does not significantly deviate from the locations .9n.''In.I.C. --- .'.... ' 1,,,X,,,,,x.,:x4i.V.•;'----' STAK ES• '
good working
Is mnollobis. record the curnumtme rein measurement for • • • • . measure shown on the approved E&SC plan.This (Ref,40 CFR 302.4)or G.S.143-215.85. -15171iViceiki,10DI NV,.....„ •,,
order dimensions and relative elevations shown on the _
those unottencled days(this will determine if o site documentation Is required upon the initial
approved E&SC Pian. (d) Anticipated bypasses and unanticipated bypasses. EARTH DIKE
inspection is needed).Days on which no rainfall occurred InNallatIon of the E&SC measures are modified ''.,•,,AM3AMINIEggt14,3emstm.e*--
-•"'xif.,41,:x.1.34,-,:rx xmx`rr-'-''-, ''• '
shalt be recorded as"Zero."The perm ittee may use another after initial in.11ation. (e) Noncompliance with the conditions of this permit that may endanger health or the •AT LESS THAN 1 X(SLOPE RiP-RAP APRON -i,x,14!.''''''.: ''•. '•'
rain-monitoring dedce approved by the Division. - environment EXTEND TO CONSTRUCTION SPECIFICATIONS:ntactEDGE OF DISTURBANCE
(b)A phase of grading has been completed. Initial and date a PUBSco te approved E&SC pl 2
an ::•,:',. '
.Reporting Timeframes aner equirements
(2)E&SC At least once per 7 1.Identification of the measures inspected or complete,date and sign an inspection report to
Measures calendar days and 2.Da.and Time of the inspection Indicate completion of the construction phase. After a permittee b d Oth R lb rep Rd h hall ecomes aware of an occurrence that muse e, e s co the
within 24 hours of 3.Name of the person performing the inspection appropriate Division regional office within the timeframes and in accordance with the other
(c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan
a rain event.1.0 4.Indication of whether the measures were operating properly requirements listed below.Occurrences outside normal business hours may also be reported 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING
accordance with the approved E&SC plan. or complete,date and sigh an inspection report to
inch in 24 hours. 5.Description of maintenance needs for the measure to the Deparbnent's Environmental Emergency Center personnel at(800)858-0368. WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT ALL POINTS THAN THE
indicate compliance with approved ground cover
6.Description.Eddence,and date of corrective actions taken Occurrence Repoding Timeframe(After Discovery)and Other Requirements TOP OF THE INLET PIPE
(3)Stormwater Al least once pet,1.Identification of the discharge outfalls i spec cations.
nspected (a)Visible •Within 24 hours,en oral or electronic notification. CG2 HOMES,
discharge calendar days and 2 Datx and Time af Me msPectiaa . , (d)The mal.nance and repair requirements for Complete,date and sign an Inspection report. s.diffie. •Within 7 Calendar Days,a report that contains a description of the 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING BANDS. FLEXIBLE PIPE UNLESS THEY ARE INDIVIDUALLY DESIGNED,
outr.(soos)within 24 hours of rr'r TT”r„r7n9 Mt..n.P.q.n . ll E&SC sure so performed. deposition in a sediment and actions taken to address.cause of the deposition. SHOULD BE STAKED ON EITHER SIDE SIZE THE DRAINS AS FOLLOWS: INC.raln event a 1.0 .steer7.1.7)tinng'F'E''Mr..ssp'endsersOrds'OrPtatO(Or=''' a meas have bn
stream or wetland Division staff may waive the requirement for a written report on a case-
in.in 24 hours. ip
5.Indicationtion,of Evidence,ble sedimentdate corrective a leaving the sitctions taken e by-case basis. 5. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A
T.Descr and
•I)Corrective ta to & at approved If t rel he stream is aused named on rmittee the NC 303(d)list as impaired for se add dirnen,l DISTURBED AREA. MAXIMUM DRAINAGE AREA PIPE DIAMETER 150 BUNKER HILL CT.
s actions have been ken ESC Initial and de a copy of the ES,SC plan ated c ,the pe may be nsquired to perform itiona
(4)Perimeter Al least once per 7 If visible Sedimentation is found outside site limits,then measures or complete,date and sign an inspection report to monitoring,inspections or apMy mom stringent practices if staff PER PIPE(ACRES) .(INCHES) WINSTON SALEM,NC 27107
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE
1
of Site c.rendar c,,,.and record of the following shall be mode: indicate the completion of the corrective action. determine that additional requirements are needed to assure 0.5 12
with 24 h rs of tare coo
)Vioz tiliter1Zclean up or stabilize sediment ff at hos
in ou mp fderalHAND TAMPED IN 4"LIFTS TO THE TOP OF THEEARTH DIKE 075 15 PHONE[phone]
coliance with the e or s iMpaired-waternditions.
a.in eveffi'1.0 2)Description,Evidence and dote of corrective actions token (b)Oil spills and •Within 24 Hours,an oral ar electronic notification.The notification shall >1.00 18 [e-mail]
inch in 24 hours. N)An explanation as to the actions taken to control future 2.Additional Documentation to be Kept on Site release of include information about the date,time,nature,volume and location 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED AFTER
releases In addition to the E&SC plan documents above,the following items shall be kept on the hazardous of the spill or release. EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT
site and available for inspectors at all times during normal business hours,unless the substances per
(5)Streams or Al least once per 7 it the stream or wetland hos increased visible sedimentation Division provides a site-specific exemption based on unique site conditions that make item 1(b)-(c)above 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE, TAKING CARE
wetlands calendar days and or liT° rrIki,l'ir‘in.i'I7 rn.rT.i°Ti this requirement not practical: (c)Anticipated •A report ef lees(ten geys before.dere of the bypass,i f possible. NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
.^.1..r within'4 h9.rs•s'VL'Zgalia7n,Lr:erVe t rot:72,:c7ivebe=se'..,, bypasses KO CFR The report shall include an evaluation of the anticipated quality and
ofi5site(where a rain event a 1.0 2)12:cords of required rep'orts to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. 122.41(m)(3)] effect of the bypass. NOT TO SCALE
accessible) in.in 24 hours. peg,.Office per Port III,Section C.Item(2)la)of this (d)Unanticipated •Within 24 Hours,an oral or electronic notification
e ,
(b) Records of inspections made during the predous twelve months.The permittee shall bypasses(40 CFR •Within 7 calendar days,a report that includes an evaluation of the
(6)Ground k,..ch ph,,,,,,,, 1.The oho of groding(installation of perimeter USG record the required observations on the Inspection Record Form provided by the Didsion .)..41(m)(sg
Stabilization of„ding, measures,cleoring and grubbing.installation of storm quality and effect of the bypass.
drainage facilities.completion of all land-disturbing activitv or a similar inspection form that includes all the required elements.Use of FLEXIBLE PIPE SLOPE DRAIN Measures (e)Noncompliance •Within 2.1 Hours,an Oral or electronic notification Nx•
construction or redevelopment,permonent ground coverff electronically-available records in lieu of the required paper copies will be allowed if with the conditions •Within 7 calendar days,a report that contains a description of the 0 (/)2.0ceumentation that the required ground stabilization shown to provide equal access a.utility aS the hard-copy records. of this per.that nOnCOmpliance.and its causes;the period of noncompliance,including
measures hove been provided within the required timefrome S.Documentation to be Retained for Three Years \,.. ..1
On assurance that they all be provided as soon as may endanger exact dates and times,and if the noncompliance has not been
possible. All data used to complete the e-NOI and all inspection records shall be maintained fora period health on the corrected,the anticipated time noncompliance is expected to continue;
NU i E:i ne rain inspection rese's the required/calendar day inspection requirement. of three years after project completion and made available upon naquest[40 CFR 122.41] environment[40 and steps taken or planned to reduce,eliminate and prevent Z CNI .TC CFR 122.41(1)(7)] reocmmence of the noncompliance.(40 CFR 122.41(1)(6).
•Division staff may waive the requirement for a written report one case- 0
by-case basis. 0 Z H
(i) 1-1-1
5 `-'-'i
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 11/12/20 -
DC -I
03 z 0 x-
l..,
1- Et
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT D 0
STRUCTURE WITH LINER
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. ..._
(i) CI) H 0
..-A M O I.ACTJAL L /MGT
Implementing the details and specifications on this plan sheet will rresult in the construction 2. Provide drip pans under any stored equipment. .. DETTNSINED OC
IN FIELD Z activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 0•=•, v,0 six ''.5oaSonk rsneraeasInnm.y
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The project. 0 :00 "'''''' hilItigraTIAu."trUr - Z 0
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous 0 MAINTAINED MEN 111E UOUID
authority hadng)urisdiction.All details and specifications shown on this sheet may not apply waste(recycle when possible). CI A A\'...... AND/OR SOLID REACHES 05%
C£
depending on site conditions and the delegated authority having jurisdiction. 0 o o o 0 sump.(m) r, THE STRUCTURES CAPACITY. Z
5. Remove leaking vehicles and construction equipment from service until the problem
CR STAPLES NET 1CONCRETE WASHOUT
has been corrected. •-.4
STRUCTURE NEEDS TO BE
. E• S CllON A-A RP oW ow/0nm STRUGTURF CLEARY MARKED M. racers 11 Ct (.0)
SECTION E:GROUND STABILIZATION 6. Bnng used fuels,lubncants,coolants,hydraulic fluids and other petroleum products to
NOTING DEVICE
a recycling or disposal center that handles these materials. I-
re Ground Stabilization Timeframes u.F,,,y muss.
NONAGE 0 < Z
stabilise . Wsosso.-srs Nom_
Site Area Description thi....Y.dendar Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE gene ws.) i.ACTUAL LOCATON
days after ceasing O. . DETERMINED IN Pas
land disturbance 1. Never bury or bum waste.Place litter and debris in approved waste containers. I io h a_rr •-nrAir') CC1 w 0
ro 2. Provide a sufficient number and s containers e.g of waste containe (e.g dumpster,trash TAINIMINNINFAINIA 2 THE CONCRETE WASHOUT IX
(a) Perimeter dikes, receptacle)on site to contain construction and domestic wastes. °''Zki 17
swales,ditches,and 7 None 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters 111115 , Ilk (rm.) - AND/OR SCUD REACHES MN OF
THE STRUCTURES CAPACITY TO LU (i)
perimeter slopes unless no other alternatives are reasonably avaitiible. ,,,. to MIN mu, PROVIDE ADEOUATE HOMING Ct
(b) High Quality Water '°%„CI
4. Locate waste containers on areas that do not receive substantial amou.of runoff from / X .t i .• , . CAPACITY MTH A MINIMUM 12
INCHES OF FREEBOARD.
7 None upland areas and does not drain directly to a storm drain,Weam or wetland. 10° rgvji 0
(HQW)Zones • LT. ' ECONCRETE WASHOUT
5. Cover waste containers at the end of each workday and before storm events or provide SANDBAtis MP.) STRUCTURE NEEDS TO so < fy
(c) Slopes steeper , If slopes are 10 feet or less In secondary containment.Repair or replace damaged waste containers. SECTION B-9'STA'LES CLEARY MARI.tarot SIGNAGE
NOTNG DENCE. Ce
length 4 and ys oreore noallowedt steeper than
than 31 6. Anchor all lightweight items in waste containers during times of high winds. M cs aw Arldiwur MRUCTIPF Lij
2:1,1 da
7. Empty waste containers as needed to p reveM overflow.Clean u pmimmediately if
-7 dayS tOr Slopes greaWr than 50.in Ce
containers overflow.
length and with slopes steeper than 4,1 CONCRETE WASHOUTS
8. Dispose waste off-site atom approved disposal facility.
-7 days for perimeter dikes,swales, 1. Do not discharge concrete or cement slurry from the site.
(d) Slopes 31 to 41 14 ditches,perimeter slopes and HOW 9. On business days,clean up and dispose of waste in designa ted waste conffiiners.
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones state solid waste regulations and amen approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in addition REVISIONS
place
-7 days for perimeter dikes,swales,ditches 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands, the mixer and associated materials on impervious border and within lot perimeter
silt fence.
(e) Areas with slopes
perimeter slopes and HOW Zones 2. Locate paint washouts at least 50 feet away from storm drain plots and surface waters
flatter than 4:1 14 -10 days for Falls Lake Watershed unless unless no other alWrnatives are reasonably available. 4. Install temporary concrete washouts per local requirements,where applicable.If an
there is zero slope 3. Contain liquid wastes in a controlled area. alternate method or product is robe used,contact your approval authority for review
and approval.If local standard details are not available,use one of the two types of
Note:After the permanent cessation of construction activities,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for the needs of site. temporary concrete washouts provided on this detail.
ground stabilization shall be convected to permanent ground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
practicable but in no case longer than 90 calendar days after the last land disturbing activity, construction sites. sections.Stormwater accumulated within the washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters.Liquid waste must be
against acceWrated erosion until permanent ground stabilization is achieved.
PORTABLE TOILETS pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the or wetlands unless there is no alternative reasonably available.If 50 foot offset is not can be shown that no other alternatives are reasonably available.Al a minimum,install
attainable,provide relocation of podable toilet behind silt fence or place on a gravel pad protection of storm drain inletis)closest to the washout which could receive spills or
techniques in the table below:
and surround with sand bags. oveMow.
Temporary Stabilization Permanent Stabilization
r 2. Provide staking or anchoring of portable toilets during periods of high winds or in high 7. Locate washouts in an easily accessible area,on level ground and install a stone
•Permanent grass seed covered with straw o
•Temporary grass seed covered with straw or foot traffic areas. entrance pad in front of the washout.Additional controls may be required by the
other mulches and tackifiers. other mulches and Wckifiers
approdng authority.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any amleake aterial.Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with 8. Install at least one sign directing concrete trucks to the washout within the project limits.
•Rolled erosion control products with or without rei"...m..m."0
temporary grass seed •Hydroseeding properly operating unit. Post signage on the washout itself to identify this location.
•Appropriately applied strew or offier n,,,,, •Shrubs or other permanent plantings covered 9. Remove leavings from the washout when at approximately 755A capacity to limit
•Plastic sheeting with mulch overflow events.Replace the tarp,sand bags or other temporary structural
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT components when no longer&motional.When utilizing alternative or proprietary
sufficient to restrain erosion products,follow manufacturers instructions.
on •Structural methods such as concreW,asphalt 1. Show stockpile locations on plans.Loc.earthen-maWrial stockpile areas at least 50
10.At the completion of the concrete work,remove remaining leavings and dispose of in an
feet away from storm drain inlets,sediment basins,perimeter sedimeM controls and
or Rol led retain erosion ing walls
surW.waters unless it can be shown no other alternatives are reasonably avMWble. approved disposal facility.Fill pit,if applicable,and stabilize any disturbance caused by PROJECT NO,2023.20
-0 • control products with grass seed 2. Protect stockpile with sie fence installed along toe of slope with a minimum offset of five
removal of washout.
feet from the toe of stockpile.
SCALE:N.T.S.
CD 3. Provide stable stone access point when feasible.
CD POLYACRYLAMIDES IPAMSI AND FLOCCULANTS 4. Stabilize stockpile within the timeframes prodded on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
DRAWN BY:PAR
(3 1. Select fioccolants that are appropriate for the soils being exposed during construction, the approved plan and any additional requirements.Soil stabilization is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions.
Z selecting from the NC DWR List of Approved PAMS/Flocculants.
erosion on disturbed soils for temporary or permanent control needs. 2. Store herbicides,pesticides and rodenticides in their original containers with the label, CHECKED BY:MSL
2. Apply fiocculants at or before the inlets to Erosion and Sediment Control Measures.
which lists directions for redients and first aid stes in case of accidental
(.0 3. Apply flocculants at the concentrations specified in the NC DWR List of Approv use,ing p
ed poisoning. DATE:08/29/2023
_I PAMS/Flocculants and in accordance with the manufacturers instructions. HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rodenticides In areas where flooding is possible
7 4. Provide pending area for containment of treated Stormwater before discharging offsite. 1. Create designated hazardous waste collection areas on-site. or where they may spill or leak into wells,stormwater drains,ground water or surface
1- 5. Store flocculants in leak-proof containers that am kept under storm-resistant cover or 2. Place hazardous waste containers under cover or in secondary containment. vvater.If a spill occurs,clean area immediately.
LL_I surrounded by secondary containment structures. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
0
SHEET NO
(-)
LLJ
1 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 11/12/20
0
CV
f7) C3.2
C\I

O
f0 /
PIN ID:6841-02-88-9882 9 O
PARCELLEB 3003800 0179 1,Zc M1���µ6) E oO& rc
DB 2563/PG 0079 C.FITCH
O 0 w U`�' (3 sRaoaa \ ,
MAP 38-LOT 179 Z �,1„ i( DR J STONEGATE
EX.ZONING:RS 118 48, r L``1 TII� t't/.`tLTERs�
S 48°-38'-33"E j--5'\ \\\I I—_ \ '` l s\ ` 7/ii'—Z__ / �N 1 DR ENGINEERING,INC.
—— _///�, ) /%r`\` �\\� \ \ /--% 9F �+n,a N.C.CORP.LIC C-1 S7 5
=\�\ /,_ I , \ \\-. \\\ 1 \1 ( ?.,"'-`�%__a—= RAINV DAY�oR Q 16507-A NORTHCROSSE,N.C. DRIVE
✓ ———— Yl/ \ -/ i'� \\\�\ \\ �� / _�_ ` sa o HUNTERSVILLE,N.C.28078
o \�\ \\36,1°,2 � r— ----
,pit.„ SITE PHONE:[phone]
�� vA I IfllV/7/ 1/� /% A11Av\v��",'v��v7" //�✓% — FAX [phone]
v v^ / / y %— v\ V A // %�/ i— w ��vvv �7,...,.;_ /ice A 6
_-,, v� _v9• // �-� �\ vvv / • �% _-/r am��_ „,,,�\\\_�\- \ /1(,� 1^\\\\ 1�,/ ///�_-^lam\1\��s % --_--/-� _ _ \ , ,\ PIN ID:6841-02-98J579 O
- =' vvv\ I/ ��_i„,v /i .��V' ;_ __ v AA \ \
V �_ vA v 1 �;- r � --.-- �- -^ �A\VA AV\\ scorrEs susnry uNORes
\\ A \ -- �� v v vA� l I✓ 840�,. __ �_ sa_i - - - �..���V A�\ \ DB 1s]e�PG o71z uu A
/� \ ___ � ,. \\` -� I I ,, 'f,, ,.....1..� __--/- --_ _ - --� �1 \ \\\\v,,\\ EX.ZONING:RS `aa N C/a/t0��i
PIN ID:s641-oza&r9ss 1v �� v ,/A A I1�11I ✓i -���V EAU &ao �-w`,�__� _� �_� V V 1VAA.VA\�\VyA -i/ VICINITY MAP °oQ;�Fess/py ,,`
PARCEL#:13003B000011] 'v y�1 1111 III`�„/ ���A\ °) J/l i /- _ _ _ �A 1 V \A V AA/ I N.T.S. � ��R L
/ \ CHARLES 8 PENNY BODENHAMER_ \ \ 1 1 \II/// / -\-`\ 1\1 .\; / --__,,---))1(-- = \ \\\ 1 r / t
`�Qy � � I1 _ �� � �v v �1�Ili • sEAL
\ \ � DB 2158/PG 0167 \ \\ I l y/ �\\\1\\�\ (1I \l / / -\`1( /~•, -J_- ���� __\ / \\ \\ \ \ \I\I`,III/ /7_ _ C 17646M
/ �\r PB 13-PG 65,LOTS 117-122 --\ \ \ \ \\\I 11\\`\��/�/� �� I,\ \\j 1 I //\. II//�\� ( Jl,i,-///'_ - \ ) \ l�l \\�\\\\\\1\��)II Ill/ 9/7 9 �f
/ /\7i Q.P EX.ZONING:Rs V A, 1 \ VAS., /� )VA V III ) I� �/ - -"�� A l A V I I III ^'1 :�'•• P
°b iL ��� vvvy� v VI )\� / iy/ I Il III / // vv �,)^-/ - --_ v`� v 11 1 v / 1 F F,:'ZF
',cii• v / o''-;�v v vv �\ t 1 �1 ) A l 1 (\ ik //1 ry IP I'- =_//I- / / �vv�-vv�I yIIVIIII/f1I I;�v�I IIII(II�_II II �'-.,,hg 's�'�,,,,,
K \�\` .p '\ )///tr , N \VA1\)VAV1AAvAVvv i/ VAA1�(1111�A�. )jll'i/ �Ir/' ram-/ �'�-./�'�\- X 7t 1I'---VA-,11�VA\\1�V1'��VA��I�'II�Ir --`ll I)//
l I JI \ - , 1/-\ .. ,) I \ \\y1 I mnm,aa
/ / ` ( I°r. I -v� \V A v/__`-/ 11/iI l /' ,r ;T J
- - 1 r ó:k
� / VVV�� t 1/\ II11� N -W4ci _ T
vu_) �▪ ��� ���- \ � � w� �1�/ ��\l�r�/ /A V L A v Av I I .°�o %`� v •-Q, AA A V". 1 1 ;,�vv A - A,, / PIN ID:PARCEL
1 V A A / I III v II �4� I vv v v 1, /V ( ,� �� V II iI II 21 / �-_�v� Il(\1/ lI) wvwv\ IV,AV( �1\IA III / 0\ \ V �) I I )/ \ 1 I/��f - l\ I \ - ( I SCODRES
PlrfiD:6e41-o2-ad-196a I �A ' A I V A 1 V - �/\1 ` �41- -86-194 \ ` / �" / \^ ` \ \ I )\ I I EX ZONING:RS
/PHILIP DUA�EHALE , \ 1\�1 \ \p\E4v \�\ \\ (I \\ \ \ / `� 1 /\ JCS \ \ 1. \ 1 I ( I/�
/ DB2559/PG1604 / lrl_/ \ \vV A A V vP.1-11: )( �t�a��-�=4 /r l I/ / / o /^_�1 v ����VAVJ ��V)) /� I�I I I / CG2 HOMES,
P8 13-PG 65,LOTS 113-11s - A V A y AE I /I l/�/I / 1 i`/ " y w �V 1 V I \
\ A A �i , . ( \ 'k / I �i� C )//vvv VA VAS/yyam 1 �� 11111 1 I1 INC.
Ex.z tiING:RS �� i — \ v vv 1 V A I—� v — LV v vv A(\./ AA VA � / ( 1 I I 150 BUNKER HILL CT.
/ / �/ I //f \ A v AAV I / / �� — I�� / /A V A / 1 \
� � 1 v ! v E�v v vv���.,,��►v ( EVEN �h ,vvvwvv���/)/ I I v 1
V / / (� � / �� / �� �- / A\\\\
g V) 1 / \ �� �= v �vy V / //� J / ) / WI PHONE: [phone]
/A+� 1-� A , v mPUE �' II J J / / 'I v 6' 'O. NAVA �r //'-,Awe /fJII ( /
11
1 �V.\A V I( —/ (// ellitA.� -ime - 7111-1--:
��— l� bib (— -VA\ II / /—v� o.. y / I lim@cg2homes.c0m
Vv\V A f I // ` _ v vVJ v /// r`y.r /� �, i �PIN ID:6841-02-79-9050 \\ /' '� `��' �o ms•" - ��—i I / A 1,6 \-f sir / / /�iPARCEL#:13003B000004] > 1 \ V V /� 185 I ��� _' ''OBLl V ��� �p`a�aEv-\\I v A�� Al ljt, �/ l�)J � / /,� j//^ /
DAVIDA&MARY T.KRAUSE ) l/ / \ \ ''' - ` - \ °� \\ // / / /` /�/ //DB 1540/PG 0757 i(r A \A A\ V A V l , yI' /�- � - �► '\\�� V �� 1 / --�� VA A n.l l/,/ v(` -/i//% /E ZONING.RS 1 / l\1 \\ \� \ / ^ i i i �� -\\�_ \ l \\\ /� �Jo..�! �/ /Iff
// :ASIN \ X \ / / / , / - / / \j-� i V/ _,,,/ „. I �// // / / O
)/ yf,:,7;27// V yAV/V / i/ 1 v A vC dE �'v \V/�I a✓/ /I // / / N.
iN
4' \ ///I,/ J / )i I 111 1 I ) I ..ara a,asIIP �t 1 '� �/ _ / -, ) , , ( ,,Jl///i O Z
l / ,�� ,� - / / (/ /////// / / / / / / /� "�l 1 y 1� \� -"o //I ' / / � /// \_ A \-� �`"�.w�� ) � � / ////�/III v
_�� ',/ ,'
/ /I /I l l j JY �\ Y / \ '\ I /l l I I)1 �?� w Z
// -a / / / / / / / ,.. vv v _-- / / l r / ,,ter --� , 1 1 VA \\ II� 11�/ Q
�-.�"'--/
A- PiNID'.6ea1-02-]as724 - I 1 / I/ I / /"� / r� v v JT i/ s , v-v v /v / / 1 ) I I II ( Q
S/ PARCEL#:1300700000021C -- / A A / / / / J / /- — 1 j Lf , / - \ \ , -- I I1
-/ ) / / \ \ \ \ / / / / / \ \moo �_ I / / / S/I 111 11 11/
/ /-ARTHUR J.B MONA GAIL MILLS -\ � , I 1� )! \ PIN li):6841-02-9]-18�1 Z
_ / l \\ /i.- \-I-_ \• /' I \ / , 11
- DB 1435/PG 1932 -- I 1 / / / ) / l \ \ Y / / / I / \\ \ ��J \ 1 1 / MCL
li MAP]-LOT 21C - /� _-- 1 / / l / \ t IILI�� _, -/ / A Vr^� \ I 1 J / 1 r++
EX ZONING:RA3 ---_ / __�// / ( / // / / 1/ /) / \ �� -) /- A\ . K�� PAD ei[V.A \ c) RA ciao, ) ���• �� f�I I� \/(�/PARCEL#:1300300000008D /
�(' - / I Z / \ ti� \, \ \ �..� \\ -�/E / //� ff /LOU DBA 3071P0 654URA RATH ()
/111 \�\�--- /� � �/ ) 18• / / I ) �- - \Ir l � ` .�2 �% J/ �X 20NIJJ RS \\` \\ /D 1—CO
r�n1''�
/,C / )11\ \ — / O,pK p / / / 1 W410. e �l x — v A 2 �7 v 1� v l / / //// ///, /l'1'V A CD
Ll �„ ——— 2 / / / S —! 01P16"� — N l A ✓v I. ) Awl r 1 // / / //// �/, I l AA VA Z
/ ( - /// 1 / — ! /- / 7 F C )/— —_ — ( PIN ID:6841-02-88-4233 — ,_ N,\^\ , /._ —_—` \ \ _ ..,) I ( L J l /\ I // /I//I// i ////// CI
• 1 1 -�' /PIN1D.6841-02b84485 I / - PARCEL#:1300700000021 - \ I`I _ _/ J ) \I\1 L \\� I I /// //-I ; Ii Z
\ ( I / PARCEL#:1300700000021 E 'I' - / _JUSTIN T.&MICAH ANN MILLS -- \ 10 \ \\\ \ --- / \ I\\\ / \\ \ \\ 1 ( 1 r ((( /, //// 0
`� /"- _- / } -- - DB - \ \ _ -/'' t� / / /'L l! \ \\\ \ \\ Ill\l\ \ \\\�-/ / �' Q
/ JANET E.MILLSAPS r ` PIN U:6841-02-88-2353 — \\ ) 1 \\ \\`\\ / /
\ -1' /� MAP7-�oT21 r�_ v vv V ) A\ V A Av vl ! N
/ - - / ( ( DB 0A30/PG 0A30 PARCEL#:1300700000019 -\r \ \ \ I 9 1 1 ( r I ,\\\\\ 1 \ \A\\\� \ \\\�\\\ (�,_-,_ O L.V
/ / - _�--- ` ( MAP 7-LOT 21E \ JUSTIN T.&MICAH ANN MILLS y EX.ZONING:RA3 m • N.
\\ - J / ) \\ \\ \ \\\\
/ / /�,/- -- / `J / EX.ZONING:RA3 ` \ --- /� N \ - \\ \ �\� ��\ _ ) I \ 1 O' \\\\\�( \\\`\ \\�\\ `\\Z\= i I-U
MAP 7-LOT 19 \7.� _ . \ \ \ `\�\\ \ \� -� W lJ
,/ // / /- / / EX.ZONING:RA3 �,.. -/- \/--_' - - �� \\ \ �- ------ - ( \ r \\ �\\ \\ \\ \\ \\\ IX
CMS -� �� —>\ I I\ \ \ \ ),\� \\`� \\ C"\ \ \ , F-
ce
l / / —/ / y f () / x — /CC / \ — / \ \ \ \ \ 1 \ /// —
/ ,/� // /�i r \ �. ' r.Y,,,/J —_/— /v//' ( — ,--- -� \ cV ",��---- - — V \ A \ (/ V A VAAA ) All 1 11 �/ /I/ K�///�%/7
i
i 1 - /"_✓_--,---,J �- — - - - n. I I / / / I / I// II /1///ll/1//////// 7/�//)
�J/ -- - _ _ �_— «IL.6 -,cN-47° 3es_w Z L`�I-= _ `-��%-�"� j---/ / / / ( / , /(///,/, /////////// (I ) _�."41L�/
P _-- ' _ �3 !j//�/// // /// //\ (-1` \�\
�--/_ \ __' \ ——` GeP a '� mil, JI /' i/ I/// // ////// 7//�i 1 \\ ti'/� REVISIONS
( -----_ v �`EX.-EX. �. w" / / l / �(Il/ l// < / I- i� A `/
_ / -PARCEL
o / /.
60'PUBUCRNN-, --- �� g�\O / l I//r///I/I ( i, / 11 -\/ PARCEL#:1300700000018/ ////
__\-_ / ----\ \\ W .� \\ PIN ID:6841-02-87-3893 \ _ ° "��t - r l� I )I �"�/J I\I I I I/ / I ,`I \g N4\ -,DANIEL LEWIS KINNEV ,,/6//
�_LJ - _ PARCEL#:1300700000022B___----_- ��� �;-\ / 1 l// \ _ / /
/ - \ :".--------. ..",,,..C.‘, -.
/ ) .\` ` DB 2602/PG 1130 /
JUSTINBMICAH MILLS tom,�lN -\� (��i)J S1 \ \`�'\\ ,/ / )
\ \ ---� DB 2076/PG 2415 _------- � -"\l•'-\G ,F / I �-'-),)\L \\`�bY'-',\�X.ZONING`�3 / /ii/
�� EX.ZONIf$Y�RA� ------- -\-� \� " PHP".//l ' I {\ `I. < \ \ *\.„." `\,\� ( lI
N.
-_ \\ \ /` °b ��--.\\ -y r 7 \\\\\\tea /,
,
\ 1 \ \-- r y a >- .�a)\�� `\ \\,\- /-, `\„N\ //
/ //I / 1 PIN ID:6841-02.86-6971-c v j 1A�1 13 - V� " VA v !
/ I 1 ( PARCEL#:1300700000022 N\\0 6r ,, - \\\\ I\--�/j
/ C/I l WADE ANDREW& \\ -\ \\_
PIN ID:6841-02-87-31✓!0\ SUZETTE LEE MCINTYRE 1 \\ -\�.�\- \\-.,-_�.� \\\y1LiS,..___/,
,I DB 2217/PG 0951 \\-L 1\ Z \� _ \�� S�
PARCEL it 1300700000022A , ) _ AA 1 `���
LUCIENDA L'NELL MCINTYRE EX.ZONING:RA3 / 1 l 1 ) \ \\- -\\�
DB 1985/PG 0044 _ - \ ARIN IL 8:1300700-000 \
I,I ( 1 PARCEL#:1300700000020 L\
EX.ZONING:RA3 ) ` \ \\ \\ ANDREW C.HARRISON \\\ \1 \A_ PROJECT NO.:2023.20
\\ N. DB 2605/PG 1845 \ \ I
X.ZQNING:RA3 \ \ \ \ SCALE: 1"=60'
V = v�_v vvvv vv v1 1v
\ V\ I ) L A I A 1 DRAWN BY:PAB
CHECKED BY:MSL
DATE:08/29/2023
1 ,I.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPOPRIATE PARTIES AND ASSURING THAT EXISTING
pT UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
DN,RADToaSREaRDNSaEFGRRaDINGBARRDAEEB GRAPHIC SCALE SHEET NO:
. .o;GE ABNEN.ET�ASNECESSAR,.TOINSURESA TY BO J `� 120 NO
C, ��� 'IALLRAZNENToa.G°NGREEDRAaRR�T;RETGTN
11
oI ROLINA
Know what's below. °""°"°DEPARTMENT
A "°° °"°°S°NA TRENCHING ( W FEEL) C4 .0
srnrvDARDs aART,sze suernRTR OR AS ANNENDE 1 inch= 80 ft.
N Call before you dig.

I I ry n
PVI STA:6+34.53 F L. L,WE
PVI ELEV:867.76
K:53.33
880 PVI STA:3+68.99
LVC:80.00 LATHAM-WALTERS PVI ELEV:865.11 880 ENGINEERING,INC.
K:20.00 LVC:80.00 / N.C.CORP.LIC.C-1 815
16507-A NORTHCROSS DRIVE
n HUNTERSVILLE,N.C.28078
/ PHONE[phone]
m n w J
\ / FAX: [phone]
m 4 2 / / —
m m w�u PROP.GRADE / 25)"0
/
/ / �`��pQ'�N EsR
870 870
/ \ SEAL _
/ / = % 17646 • -
/ — — / WATER LINE NOTES: /14,291Z`''" 3:
EXISTING GROUND e• CONTRACTOR SHALL DETERMINE LOCATION AND ELEVATION OF ALL EXISTING '�C• / NEF'.•°P•�e�
UTILITIES PRIOR TO CONSTRUCTION. I ,�
11 0% CONTRACTOR SHALL CONTACT DAVIDSON WATER,INC.,(338)731-2i341,THREE(3) ,'z'/il Lr S. �`
/ �/ WORKING DAYS PRIOR TO COMMENCING WORK.ARRANGEMENTS SHALL BE MADE
THREE WORK DAYS IN ADVANCE TO ALLOW A REPRESENTATIVE TO INSPECT THE
CONNECTION TO THE EXISTING LINE.
/ CONTRACTOR SHALL NOT OPERATE ANY VALVE WITHIN OR CONNECTING TO THE
/ H�� DAVIDSON WATER WATER SYSTEM.
/ INSTALLING CONTRACTOR SHALL NOTIFY DAVIDSON WATER INC.THREE(3)WORKING
DAYS PRIOR TO PRESSURE TESTING AND DISINFECTION AND ALLOW THESE TEST TO
860 /
BE WITNESSSED BYA REPRESENTATIVE OF THE CORPORATIONS HE ENGINEER.
ALL 2"PVC PIPE SHILL BE SDR 17.ALL D.I.P.SHALL BE CLASS 50.ALL FITTINGS 860
—SHALL BE DUCTILE IRON PUSH ON MECHANICAL JOINT.
/ 18"CULVERT UPON COMPLETION,ALL LINES SHALL BE FLUSHED,PRESSURETEATED,AND CG2 HOMES,
DISINFECTED IN THAT T ORDER.
n 5p0•• ALL WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED TO PERFORM PUBLIC INC.
hm�
UTILITY INSTALLATIONS IN NORTH CAROLIN.
E a g 150 BUNKER HILL CT.
wN / CONTRACTOR SHALL NOTIFY ENGINEER TH EE WORKING DAYS PRIOR TO WINSTON SALEM,NC 27107
O B COMMENCEMENTOF CONSTRUCTION.
o F I PHONE:[phone]
w w CONTRACTOR SHALL ADJUST WATER LINE LOCATION AS NECESSAkY TO AVOID [e-mail]
w EXISTING UTILITIES.
f
/ / ROADWAY NOTES:
850 / / 1.CONTRACTOR SHALL DETERMINE LOCH ION,ELEVATION&SIZE OF ALL 850
/ / EXISTING UTILITIES PRIOR TO CONSTRUCTION.
/ / 2.SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY COE FORESTRY
/ &LAND SURVEYING,PLS. N- Z/ / 0 Q
3.CONTRACTOR SHALL VERIFY OUTFACE INVERTS PRIOR TO INSTALLING PIPES.
G 4.PIPE INVERTS SHALL BE PLACED ON EXISTING GROUND OR IN CUT AREAS,NO
INVERTS SHALL DISCHARGE IN FILL SLOPES. Z (\I Z n
—5.ALL STREETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH U \ I..L
NCDOT'S"SUBDIVISION ROADS-MINIMUM CONSTRUCTION STANDARDS". 0 Z
CEDAR DRIVE EXTENSION6.ALL PIPE SHALL BE NCDOT APPROVED PIPE — _I Ill
=40'(HORZ.) ACCORDANCE WITH NCDOT SPECIFICATIONS.AND SHALL BE BEDDED IN ^ 7
1"=4'(VERT.) — L.UJ L.L L
840 840 0 ( H.
wLL
go �m
w W 22 .0 .0 m� W w mm W m� W mm W w mm 0, w mm W w mm w w W w
W
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 CO Z \w H
56D CEDAR DRIVE
PIN ID:6841-02-88.495fi
PARCEL#:13003B0000117
°;, CHA DEN&PENNY
'( �y BODENHAMER EXISTING 2"WATER MAIN BEYOND HYDRANT
\FA ',, DB 2158/PG 0167 HAS ONE(1)EXISTING TAP IN USE. CONTRACTOR O Q
PB 13-PG 65,LOTS 117-122 SHALL INSTALL PROPOSED 6"WATER MAIN AS
y� EX.ZONING:RS AS CLOSE AS FEASIBLE TO EXISTING 6"MAIN AND NOTE ALL FITTINGS AND PIPE BEFORE AND W 1 1
\ \fr6• _ FFILL, UTILIZINGSUREEST AND CONTRACTORLOINATESHALLW AFTER THE FITTING SHALL BE RESTRAINED JOINTCO /
LlJ
.q\ (L \ 'P o ONCPSETSFACTERTACHCHLOATED, NEW LINE. J LU
? \ \k\� ?- ONCE SATISFACTORILY CHLORINATED,CONTRACTOR PER DIPRA CALCULATIONS
SHALL COORDINATE WITH DAVIDSON WATER FOR
REMOVAL OF 2'WATER MAIN AND CONNECTION TO
\\'9,P '?.J EXISTING B"WATER MAIN AND NEW CONNECTION FOR I NOTE:P.U.E.=PUBLIC UTILITY EASEMENT Q IL
'1 Q,� \'7\'. EXISTING SERVICE. J 1 1 1 0
�G�l,O,15
��\ p�Q -PROP.6"GATE VALVE PROP.3890 L.F.6"DIP WATER LINE 1111
NOTE: N L0LI\ 578 CEDAR DRIVE\ +15 s \ ---\\\ \ -• / —TO REDUCER,3'S'OFF EDP, I I (SPECIAL CARE) LDL\ PIN ID:6841-02-88-1964 '101. ` ( 3'MIN.COVER / WATER LINE PLACEMENTEt nJ \ \ TO BE 3'-5'OFF EDGE OF Li�) PAPHILIP DUANEBHALE113 � IIIO / /l/ PAVEMENT(EP)
DB 2559/PG 1604 I 25'PERMANEN
\ PB 13-PG 65,LOTS 113-116 �" ` \ I I DRAINAGE EASEMENT 25'II ® I — — — — \ ©i EX.ZONING:RS \ .y NIII _ I L —PROP.FHW/ ATE/ALVE2"TAPREVISIONS
END OF EXISTING PAVEMENT ry,\OA y O I O2IO +'�, I V.E T_:854.03 AND 2"VALVE BEYOND TEE/
STA.1+20.91 /Q Oq -- \ —
FA\ \ \ L=222.92',R=230.00! I I PROP.6"X 6"TEE I 30'FRONT SETBACK ITYP , \ /";.. \ \ \ d=55.53,fan=121.0889 W/HYDRANT 8 VALVE - \ VR MIN ER TO "3 5 OFF EOP,v \ \ \ I _ _ — pROp_CEDAR DRIVE EXTENSION— _ _ \____ \ PROP.3293 L.F.2"PVC WATER LINE
J — 10'P.U�E. — I 5BLIC RIW
�� ^ \ \ ' — — (ll \\ / \ REDUCER TOO 6.0 � /,DU
\ \ • _ _ 7 �c
s,� 424.21' ,m —
\\ , — _ INV.IN�862.31 d=42.84,fan�90.2220 \ \ 35R \
\ \
\ 10'P.U.E. r _
\ nP.) O \
\ 30�RONT SETBACK(— \ CBU \H
/ / \ 1I 13 I I / / \ n.p 'e�\e. /�}\'SEE DETAIL-,SHEET C6.1 PROJECT NO.:2023.20
17 I (� — — �1 �tn 14 I I I / �� \\ 2S \ I I SCALE:1"=40'(H)81"=4'(V)
I I I 15 IN„ I I I I / n$ r tre I DRAWN BY:PAB
I I 1fi I I In I I PROP.2"GATE VALVE , ` \ \ CHECKED BY:MSL
x WITH BLOW-OFF \
v ry k DATE:08/29/2023
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING I I I I / \\ // / \
Ell 1 D orn�PUB�s ARE i RESPONSIBLE FOR CESSARY TO INSURE
/ „ \_ ,%
zl.CN:NG FLAGMEN,
IS RESPorvsNBC FOR PLACING BARRICADES
/ / \ SHEET NO'.
z �p� ALL P BE AVEMENT
CUTS,
DEPARTMENT TRANSPORTATION..ARETO LIC GRAPHIC SCALE 7
9
NORTHa o 20 a 1w / \ \ / O
a Know what's below. O)SHORINGWILARTIs sE�BP ,°s AEAMMENOEo �o �5.o
11
CV Ca before you dig. i to h FEET
ft.
CV I 1

GENERAL MATERIAL SPECIFICATIONS ALL MATERIALS MUST MEET OR EXCEED INSTALLATION SPECIFICATIONS 6. Minimum cover for water mains shall be 36 inches.Maximum cover shall be 48 inches. 12.AII water mains shall be flushed and disinfected prior to being put in service.Flushing
AWWA STANDARDS All the parts/components that come in contact with water must meet These Installation Specifications are intended to meet or exceed the North Carolina Rules Minimum trench width shall be pipe diameter plus 18 inches.(SEE TRENCH SECTION shall be accomplished with sufficient water velocity(Minimum of 2.5 fps)to thoroughly
NSF 61/NSF 372(new lead free requirements). Governing Public Water Systems,American Water Works Association/AV AND LINESETTER TYPICAL) clean the main.The mains shall be disinfected using a chlorine equal to or greater than LIVE
W
Standards,and North Carolina Department of Transportation Rules. (In case of conflict 7. All pipe shall be thoroughly cleaned of all earth material and rubbish before being placed 50 milligrams per liter(50 ppm).The chlorine solution shall remain in the mains for a LATFIAM-WALTERS
1. Pipe;SDR 17 Lengths 20'Max.2",3". Pipe must have NSF/PW seal stamped on it. the requirements of the more stringent standard,DWI, AWWA,GPWS and NCDOT in the trench.Bell holes will be dug at each joint.Pipe shall be placed on firm,smooth minimum of 24 hours.Bacteriological test samples shall be taken by(Davidson Water ENGINEERING INC.
ASTM:D2241 rules,shall apply) foundation to prevent subsequent settlement. Inc.,State Certified Lab)for evaluation and line disinfectant approval.After disinfection is
2. Pipe;SDR 21 Lengths 20'Max.2",3",4". Pipe must have NSF/PW seal stamped on 1.Work to be performed shall consist of furnishing and installing complete and ready for 8. Concrete thrust blocking shall be constructed at all bends,tees,reducers,and dead complete,the new lines shall be flushed sufficiently so that the chlorine concentration N.C.CORP.LICK C-1818
16507-A NORTHC DRIVE
it. ASTM:D2241 3.Pipe;Ductile Iron P.C.350 6",8",10",12",16" AWWA C151 service all water main and appurtenances in accordance with the contract plans and ends and where conditions warrant.All fittings and accessories to be wrapped with level in the new lines do not exceed existing line concentration.12A Disinfection:AWWAN.C.HUNTERSVILLE,N.C.2807878
4.Valves;AWWA Standard specifications. Valves shall open left,non-rising stem. 200 PSI specifications.Prior to commencing work,the Contractor will provide 2 working days polyethylene film prior to placing blocking.(SEE BLOCKING TYPICALS) C651 PHONE[phone]
working pressure iron body,resilient seat gate valve 2",3",4",6",8", Mueller,M&H, notice to Davidson Water Inc.,NCDOT,and all other appropriate utility companies. 9. Hydrants shall be set plumb as indicated on the drawings with the pumper connection 18 13.Water lines shall be placed at least 3 feet minimum from the edge of the pavement but FAX: [phone]
American Darling,Kennedy. AWWA C509/515 5. Fire Hydrants;AWWA Type Dry Top 2. Trench excavation in rock shall be a minimum of 2 feet wider than the nominal pipe inches above grade.The back of the hydrant,opposite the pipe connection,shall be no greater than 5 feet from the edge of the pavement.(SEE TRENCH SECTION AND
National Standard,Traffic type. 4 1/2"valve opening,1 1/2"pent.,two 2 1/2"openings,one diameter.Excavation shall be 6"below the proposed invert of the PVC pipe and firmly blocked against the vertical face of the trench with poured-in-place concrete to LINESETTER INSTALLATION TYPICAL)
4 1/2"opening,bronze to bronze seat,yellow barrel,red bonnet caps,not less than 3'6" backfilled(cushioned)with clean soil or sand. prevent the hydrant from blowing off the line.In fill areas or soils that are not solid 14.Special care should be taken at cul-de-sacs to ensure water line is kept proper distance
bury,open left. Mueller,Super Centurion 200,M&H#129,American Darling,MARK 73-1, 3. Backfill along sides and immediately over pipe by hand.Backfill material around pipe hydrants shall be rodded or restrained by mega-lug using Ductile Iron pipe not PVC. from the edge of the pavement.(SEE CUL-DE-SAC TYPICAL) 15.All tapping sleeves
Kennedy,K81A.AWWA C502 AWWA C502 6.Fittings;Ductile Iron Push on,M.J. All fire shall be free of rocks and other debris.Trench backfill under existing or proposed paving Clean crushed stone or gravel shall be placed around the base of each hydrant above and valves shall be air tested at 150 P.S.I.for a minimum of 15 minutes.
hydrants shall branch off with hydrant tee and and most stub outs. AWWA C153 7.All and road shoulders shall be compacted to a density of 95 percent of maximum dry the supporting foundation and to within 12 inches of the ground line.Stone or gravel 16.Davidson Water,Inc.has a State Certified Lab for testing Bacteriological samples. `KqN cgRp''%
MIPX Bell Adapters 2"and 3"shall be Harco. density. shall extend at least 10 inches away from the hydrant barrel in all directions.Hydrants ° R7,4ESs%Crhi
8. All threaded pipe(nipples etc.)shall be brass 2"and 3". 4. Encasement pipe shall be installed by dry boring and jacking.Casing diameter,length, shall be opened and flushed prior to pressure testing of the lines.SEE HYDRANTWu J
9. Valve boxes 5 1/4"cast iron with WATER written on the lid,screw type. and wall thickness shall be as shown on plans.Materials and workmanship in the INSTALLATION TYPICAL) •
.• SEAL 3-...-
7646 9^�;
10. Meter box plastic 12"deep Brooks#1419-12,Jones,Meter box lid,solid cast iron 15 existing or proposed NCDOT right of way shall conform to NCDOT standards and 10.Valve box assembly shall be set plumb,true and to grade.(SEE VALVE INSTALLATION " s, 8ty9 ;Q,
lb.min. specifications.The contractor making the bored crossing shall notify NCDOT prior to the TYPICAL) [0•.Fnc1NEg?^°S'T,
11. Linesetter;Ford LSVBHH41-233W,Mueller B-2418F-2A with H-14222 and H-14227 start of work with enough notice for NCDOT to provide inspectors. 11.AII water mains shall be pressure tested with a test pressure at the high point of the main -', '1 S NP`xs
end pieces. 5. Water mains shall be laid at least 10 feet laterally from existing or proposed sanitary twice the working pressure or 200 PSI,whichever is greater.Test pressure shall be """"
12. Tubing;Type K Copper ASTM B-88. sewers.Water mains shall have a minimum of 18"vertical separation over sewer mains. maintained for a minimum of 3 hours.Make up water shall not exceed the following
13. Corporation stops;Ford F-1000,Mueller H-15008. Where this separation is not possible or the water main is laid under the sewer main, amounts in gallons per 1000 feet of
14. Service saddles;Muller H-134,Ford S70,CC Threads. both the water and sewer pipe shall be ductile iron pipe.Center pipe spans at point of main:2"line-.50,3"line—0.74,4"line-1.11,6"line-1.65,8"line 2.22,12"line-3.3,
15. Tapping sleeves Stainless Steel,full rubber back,JCM,Romac-SST,Ford, intersection in order to have 10 feet from water line joint to point of intersection. 16"line—3.96 and 24"line—5.97.
Smith-Blair. 5A.DIP/PVC Installation:AWWA C600/605,GPWS Rule 0.0904 Storm Sewer Crossing 11A.DIP/PVC LEAKAGE AND TESTING:AWWA C600/C605/(DWI specifications exceed
Rule(In case of conflict the requirements of the more stringent standard,DWI, AWWA, min.pressure and min.test times above the AWWA standards)
GPWS and NCDOT rules,shall apply)
CG2 HOMES,
INC.
150 BUNKER HILL CT.
WINSTON SALEM,NC 27107
PHONE:[phone]
CONTAxwgnon All
[e-mail]
_ WATER MAIN WATER MAIN
•
- vxvxeor —13 —13' 3'n
VALVEGATE
6 2 ?ITH SDLEWA EACH
AC END PAVEMENT vITH v NT v PAVEMENT
I 2 In SCHEDULE 40 CASING -
O I. qa BOx - q}EACHPEND Ai EACH END—
�, w",wnxBH2H.Oxgx.sN,".A� _ 44 4 €> BEND PLUG I I`
0��� w w w CONCRETEBLOCKING IIH} O
BxBxB KYDMNT TEE 3•I —3.— 3�—3'--3'—I3•
BLOCKING Bx2 BR TAPPED PLUG
_ "urnq. 9-
1--
CENTERLINE Ea BRASS NIPPLE 0 BE BURIED PIPE IS TEI Z N
•E - 21n.VALVE TREADED CASING PIPE IS TO
- �� _ EDGE Or PAVEMENT BE BURIED AT LEAST 24 In.DEEP
1MMI w 3 24 In.DEEP SEWER PROPERTYO V TYPICAL 2,3,4,6, AND 8 in. ROAD RIGHT OF WAY LOT v CLEANOUT PIN — Z co
CORE Mom 7 LOT 7 LOT 8
.qxwwQ BLOW OFF INSTALLATION (/) J_
x .nr =I I I t= MAXIMUM 6 LOTS ON A 2 in.WATER LINE TYPICAL
MAXIMUM 500'OF 21n.WATER LINE
FUTURE SERVICETYPICAL FUTURE SERVICE > J Q Z
" { E _ _ - ENCASEMENT IN A
ENCASEMENT IN A Q
" .�. TVIw EI... = = PETER Min LID
2In.VALVE AND BLOW OFF / " 4 SUBDIVISION WITH SEWER SUBDIVISION WITHOUT SEWER Q Cl) H 0
aiiiii
NEEP:
Mil
�y N..x.D,,,,ri E -- _ _ - PAVE iii6 l// \ The developer is responsible for the installation of taps on the long side when the subsurface of the road CO Z
lallinaltO
_-j` _ __- - _ _ ` cannot be bored.Either the taps must be installed and the services run,or 2 in.encasement must be placed in O
NaEas i,Kve.n J s .nt F _— ALL THEER WAYAROUNDINE SHOULD THE /AZWf ,ALL THE WAV AROUND THE the ground f0i the SevieeS t0 be rllel through later. This page and the following page Show how the V/ `JCUL-DESAC TO PREVENT encasement iS to be placed in the ground if this iS the chosen Option.If encasement iS used the contractor
oaxuvePu¢ouxvex TxE BASE Ax"smes ix s«i"oix, urx zcnvac iwe ,wx— HAVING TO BORE UNDER > LI_
—pli
THE CUL-DE-SAC TO RUN must provide Davidson Water Inc.with an asbuilt page or pages Show-ing where the encasement is located. W > Z
.•x�x. MAKENOTE THAT SPECIAL CARE _
/ / A SERVICE LINE. It is preferred for encasement to be installed as shown on these two pages. Z
AT ware'Ai EEE.r_ SHOULD BE TAKEN EDGET KEEP THEWHTER Q 1
LINE 3'NTF ON THE -S LOSU SERVICES IN W J U
Luzrrxxa. rev®��� .wmvcvacvmrc PAVEMENT THE CUL-DE-SACS SUBDIVISIONS LL Ct
TYPICAL IN LINE WATER v H Lc 5 PAVEMENT m w W
TYPICAL FIRE HYDRANT TYPICAL TRENCH SECTION AND TYPICAL CUL-DE-SAC J (n
INSTALLATION VALVE INSTALLATION LINESETTER INSTALLATION LAYOUT J Q 06
ct
11220/94 PAGE A I 112/20/94 PAGE B I 103-17-20 PAGE C I S I L J
1 12/20/94 PAGED 1 I
Et
In.SCHEDULE 40 CASING WITH
SOLVENT WELD PLUG AT EACH END
Et
WATER
CONCRETE UNDISTURBED Al
- - CONCRETE MN
a� _ BLOCKING SOIL __ __ = - BLOCKING
- - - - - - - - d� CONCRETE - - - UNDISTURBED I= REVISIONS
~—SOIL
BLOCKING �I�I� - = 1 0 SERVICE ENCASEMENT
CD >� CROSS SECTION
O =MOW Jy
z _ _ _ _ _ _ _ ter _ I - 13-9-20 PAGE E/F
__ J`'
_ =C��_� I
- UNDISTURBED _. _ _ _ _ _ _ _.7 --_ a..wox �� "'�
Q - - - SOIL
o—� TYPICAL TEE TYPICAL 45° BEND SOFT COFFER....
COLVNISSICry
CD LLJ BLOCKING BLOCKING BLOCKING ,»o"h _Kn.SF LOCATED ME.SUBJECT __111114.14C
AREA CONCRETE _ __ _ __ __ _ __ _ __ _ NExN,!7.E ww w .TU,T ��
)y BLOCKING
'-CJ ---------------------- --------------- _-_-_-_-_-_-_-__- __-_- __-_- __-_-__-_ UNDISTURBED
------------- - - - --- - --- - --- -�SOIL PROJECT NO.:2023.20
Keep concrete away from joints.Place concrete -_ - UNDISTURBED -- -- --
fairly dry and form if required for maximum area - SQL --
CONCRETE
SCALE N.T.S.
Q against undisturbed soil.All fittings to be -=_ _= _- -_= BLOCKING DRAWN BY PAB
w wrapped with 10 mil.polyethlene prior to pouring ---------_ _ - -_ _-
0 blocking.Use 3000 PSI concrete. 6 - _- CHECKED BY:MSL
W - - - - - - - - -_ CONCRETE _ -- _ _ __
z ______ BLOCKING _ _ _ -L _ _ DATE:08/29/2023
L_LJ _._ _.-._ _ _ _ _ _ _ _ _ _ _.._.. SHEET NO'.
Q TYPICAL TEE WITH PLUG TYPICAL 90° BEND STANDARD WATER MAIN,SERVICE&
METER BOX INSTALLATION WITH SIDEWALK
0I BLOCKING BLOCKING
N 112r20/94 PAGE G I 112/20/94 PAGE H I I 12/20/94 PAGE 6 .0
03r31/18 PAGE J I
N

LATHAM-WALTERS
ENGINEERING,INC.
LIVE
N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
C/L HUNTERSVILLE,N.C.28078
PHONE:[phone]
I FAX: [phone]
50'RIGHT OF WAY
8' 20' 6' 6'
SHOULDER PAVEMENT SHOULDER DITCH
COHERED eR vrIFT. va-.FT. \ ""ck\ LARD
PAD FOR [Y�j� `'
CPU WE USP51 P r-�-- SPER FT \O a°pFES S%]i S
6'MIN ''" ' °R- �y
LOCATE CBU ONLY �r• `;� csu CBU
(ACCESS FROM PADI i�0- 8"COMPACTED ABC / SEAL U 2"SF-9.5B
IN CROSSHATCH AREA. !� _ ° 17646 8;
"DO NOT INSTALL IN T"THROAT"OF CUL-DE-SAC) S.
\ ��'SN :i�.°°°g9,7'9/�S°,Q�
ADA RAMP LOC. '''''„''t L L S. N.P.`
ROADWAY TYPICAL SECTION
,6y'a S•q CROSS-SECTION-SHOULDER SECTION
N.T.S.
EDGE OF
TRAVEL LANE
ROADWAY
CENTERLINE
CG2 HOMES,
INC.
150 BUNKER HILL CT.
SEE FIGURE 8 PAGE 46,"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION WINSTON SALEM,NC 27107
STANDARDS JANUARY 2010"FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. PHONE:[phone]
[e-mail]
i MIN
eI /CBU p
O O
- o 0 3__, �/
SI,
35' 6' V 4'CONCRETE PADZNFOR CBUONOTE: SLOPE ASREQUIRED MAINTAIN RW OFFSET 1"/FTAROUND CBU PAD CO
'TERRAIN MAX.SLOPE IA VJ
LEVEL 2:1 SECTION AA >
J
ROLLING 2:1
- - FIGURE 4 - - - HILLY 1-1/2:1 0 C9
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL SUBDIVISION STREETS CUL-DE-SAC m Z Q
CUL-DE-SAC WITH NO CURB AND GUTTER D 1
N.T.S. C/� (n W
V J Z a
W §
Z�
L/ W
I.. (Y F-
m w
J
J_ w
J
ct
I. W
I
I
REVISIONS
I I
I _50I_GH_'TAP7TERRIANGLE
_
3b 70' I (REQUIRED FOR W<26')
10' I -
==Tt/PT- -- ---�-_
S-D- o l'
s• i20• EDGE OF PAVEMENT
EDGE OF PAVEMENT
EXISTING ROAD
EDGE OF PAVEMENT
RECOMMENDED ROAD CONNECTION
NEW RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR ROAD PROJECT NO.:2023.20
&EXISTING STATE MAINTAINED ROAD SCALE:N.T.S.
S N.T.S.
DRAWN BY:PAR
CHECKED BY:MSL
Cn
J
DATE:08/29/2023
F-
H
W
0
LJSHEET NO
I—
(n
oI
6. 1
N

O
0 E
PIN ID:6841-02-88-9882 9 O
PARCEL ELL:13003B00 0179 PO 1- MS��sµD E oO& rc
DB 2563/PG 0079 O GJ w U`'' w8 sRaoaa , ,
Z �,1„ arc J STONEGATE LATHAM-YVALTERS
MAP 3B-LOT 1]9 yi DR �" rDR EX.ZONING:RS -38 48' U 1 ENGINEERING,INC.
/ 7 /
S 48°-38'-33"E> ��\1 Ms
_� _�1/� / _ \\\ / �% - RAINY DAY DR N.C.CORP.LIC.C-1816
\ _ — 16507-A NORTHCROSS DRIVE
--�- _ --\
I T �,A `si\�� ��// ���� - BaxT1 0 HUNTERSVILLE,N.C.28078
,,,,,,,,,----\\-s..5�°-za'- 7T�'{�i SITE
-� \ , �', / �\' / �/ // �o ,�PL'Pq� FAX: [phone]
— \ti /
( \ / �- "� �\ �/ / -ti PIN ID:6841-02-98-3579 O
\ / \� ` \\ \\` ` \ ,� AlL / `— 1 /���- 7 \\\\ PARCEL#:13003J0000001 '
_ \' X \ SCOTT&SUSAN 0712 S
\ \\ \ \ — — \ — \ \ �/ / �' — — ��— — / — `\ ` \\\ ! DB EX.ZONING:RS
N ICA�h
\• \ P I �� �� -T../
/ \ \ \ EX.ZONING:RS ``'( IEA,C
\/ \� \ \ �\ IN ID:6841-02-88-4956 . \� I //� �� 1 , ' /"�J- i .II///_ . -til ���\ \\ �1 / VICINITY MAP J//�$py/p��G�p s/p
�� .
• \ \ `CHARLE D&PENNY BL2158/PG 0017NHAMER �i \\\I\I\✓// -� \\\\ 1 J' �J j/ / �/ \ \\ \\/J,I/i� / / a 17646M98��
PB 13-PG 65,LOTS 117-122 •^1 I f/ r ` l /y J/^'
\x uy� / EX.ZONING:RS \\ i X�� 1 J � ` f\J�/ / / / '1 ` \\I \ �\ / i-?,, Ac 0 t,z,
// / ' 'YI � ( I l �. �l \ \/ I C.'F'tC NEE.•''C��
NMER=°
. ,,-, ,,,,, ,_i , . \-_ , I , .),,r,,.Icli,...\
/ ? fig( :- / ` *31,371 ,F.\ \1\ ,ems- ( >/� , 1 58q2 S.F. -I O �/ J�\/ `/ I / \ \\
/ / \) / I • 20 AC.`\ 29,511 S.F. 1\ 24R,4'0 .F. 2W f0{5 AC.�/ / 'S 5's'` , \ '�/�`\l / '� PIN ID:6841-02-98-3196
\� 1-0.677 AC. I .975-�;�V t1.070 AC. \ L f�\ Y" ( ( \ 1
/ Iif \%KK'\k
\ \�/ I 1 �� \ \ // ` 1 b / . 9 \I \ �\ \ 1 \/ .t1.101 A ` Y\ IPIN ID:6841-028-1964 \PA3 1K 1/ �,, G I / `1 EX.Z NINGRS'A\ SI '44\\ p\noe% \ / \� / �/ 1 / r // - l I �/� \ \\\j� \\ ` CG2 HOMES,
/PB1 DB255,LOTS PG160&11fi / ��. \ c s_ I �� r �, ''" I. e�s / �� V / / \U 1 A INC.
J
EX.ZONING:RS / l \\ I
/ / / ��� \ � �' �� _ 11 �3,]33 .F�V I I \ 150 BUNKER HILL CT.
�/ �� �� \ '� �� �s�/ I '� / / �4e.7%. V\� /� J / / WINSTON SALEM,NC 27107
* � �- ���- '� V � ( PHONE:[phone]
�— •� _ _ 870 / _ �/ �6Ao �\ \ I o/ / ) [e-mail]
PIN ID.6841-h2-99060 `� \ ♦ ��� sqp n,00 / tlo �� • / , ,)//� % r f j /
PARCEL#:13003B000004] J �\-\ 13�� / �illy .���� 1r lll` `I 11 / 1 —� //
DAVID A.&MARV T.KRAUSE / .= - - ---_ - u�v- - '/ `w
DB 1540/PG 0757 SSS t2,724 S.F G A V /
pc ZONING:RS / � N\O.6AC.� / ^ ' �� �� / L ��J ! / \
_ / �i 870 10'P.U.E./ �a \���// \� ' / J / .7(
�2��J ' J /( \ \ y I/ l R � I/ RA°E,E I_ R� 1 / R� �' �/ ��-� vvvf��y�� — / ��
Cl—
�70 \ `.\ / \ 41)S.F.\ / 7 e s \0.5 I n / j s / 4,,N
\ \ ` 4.s\` 351 .. \f / // /J
// ��2 \ / .8 . IN=ic BI- gl„- - _ _ - - 31.179 AC.
✓ / / - ~ �i? / �/ / / 4. S.F. ■ � '_- ��s i` �21. .F.�l Ili y / t21®9.F. / �, ,lot
\ �. J- \� 1 �1 / / / 5/// r ` Cr) IA
�/ / _ / / / I I 30/5fi�9\AC. I t0.560 AC. t20502 AC\ / / ..491 A� / 11��/ �' `( \ ✓` '\ i' / \ ` I /\ I I I - I J
/ PIN 10:6841-02-]8-9724 / / J/ �J /- .� t \ l / ` \ _` \/ I I Q Q
PARCEL#:1300700000021C �O / L f v!
/ Ct
ARTHUR J.&MONA GAIL MILLS \ J / \ / /' mil t0.5685F "F�, \ \-\\ �— ( h '\ ' I I \ 1 I
DB 1435/PG 21 C /\— ) // / ( \/ / aaa���"'
/ J 1 / L "� \ -� / PIN ID.6841-02-97-1 81
l MAP]-LOT 21 C \ �� .►•� \ / I/� ( PARCEL#:1300300000008D
EX.ZONING RA3 - \ 0 / / \ I / J \ `r cPaeeosV PAa� \ \ \ �C\ \ ) / /10U&LAURASAVPHARATH\/ O /
_ \J S \ \ �' 1a'Z a ) \ \ / , DB 13071P0 1654 CO
G`I
— — �/ 'L�� • J p1 16.W �4 \ x / // .. �� \ / / EX.ZONING:RS Z
a b <r I /� � LLI
IA W
C L ` \ PIN ID:6841-0248.4233 N V / \ 4 / \ \ I y(/\� // /
\ / ' I PIN ID.fi8b1-02-884W85 I J ./� — PARCEL#:1300700000021 4°\\ / �, `� \ \ \ // // /�//�,„/ / JUSTIN T.8 MICAH ANN MILLS a 10 ( // ` NN
\ PARCEL#:1300]00000021 E DB 2229/PG 0906 - - \ \ 1 \ \ / N L,L
/ JANET E.MILLSAPS \ PIN ID:6841-02-88-2353 r MAP 7-LOT 21 t49,020 S.F. \ \ \ \ \ r �\ Q
r // / DB 0A30/PG 0A30 \ PARCEL#:1300700000019 / _/ \ 31.125 AC. I O \ \`` \ \p \\ \\\ \ O Z
\ \ EX.ZONING:RA3 — ` 13 x *48,4fi \ \ \ \\ \ \\ Q
C. / MAP]-LOT 21E Ir JUSTIN T.&MICAH ANN MILLS
\ \ \ \ \� _�
Ct
( / / `/ ,EX.ZONING:RA3/ x\ DMAP 7-LOT 908 '- N\ \ _ \ I 3. 8 AC. \\\ \\\ .\\ --= m I-I-I
// // �/ // \ EX.ZONING \ � _ 7 � � m\ \ \ N� \ �\I I\ � \ � i � \\ \\\\\�\ \\\\�\\ \ \ ' w \\
/ - -
ct
/ ti� e � _ -� —� — -�vvv 1 / � / / l l // l // // Ct
/ _ _ —
— — d
<N R6�w <fal-4
\ \ _/ '�� �' — — - - o P °H—a HP a v / I 5 /// /J /I �\ REVISIONS
/ — \ €X.i2kJRALRETREAOAD-5�.�3.y7\18 _\ _ \ �H�\ / �I J�// / B /
1 / . / - /" / -�- — \ / _\ \ 6�'PU B�t�.Rom' \ pIN ID:6841-02-87-3893 -..�fT; "�q\\_0��OHR� \ //�N�J / \ y\ NEE`LEWISKINN /// / y1— \ .. \ 0 ,l r J DB 2602/PG 1130 00 /
/ / - \ \PARCEL#:13007000000228_ \� J ii V
\ J \ - -� JUSTIN&MICAH MILLS �— `^ P ( r ```< DA E
/ . \ DB 2078/PG 2415 \ \ �� �.� 7���\1 J \\ \ \�\
1 -1 E ZONING: 3
// f \ EX.ZONING RA3 \ \ OH• \ \\
I v _ °HP � � � — � v l
l \ r � M - -.HP�ti \ \\_ J
\ ( PIN ID:6841-02.8fi-bt9 3 \ c \ '\°G4`13/ /X
/
('� PARCEL#:1300700000022, �\ c \ \ \'\ /
4/ y WADE ANDREW& /1�� 1
\\' \ SUZETTE LEE MCINTYRE -� \� \ /
PIN ID:6841-02-87-3188 \ \\ \ �� ._-
l.2217/PG 0951
.PARCEL#:1300700000022A 1 1- \ \ \\
LUCIENDA L'NELL MCINTVRE EX.ZONING:RA3 I 1 -
\�
C 0B 1985/PG 0044 \ S \ PIN ID 6841-02 87 8490
(\ PARCEL#:1300700000020
///, EX.ZONING:RA3 ANDREW C.HARRISON PROJECT NO.:2023.20
SCALE: 1"=60'
\ 1 DRAWN BY:PAB
CHECKED BY:MSL
NIII
11.CONTRACTOR is FULLY RESPONSIBLE FOR CONTACTING DATE:08/29/2023
a_ APPROPRIATE 811 °`RED a cGGA,EOPa ASSURING
��o s a°GTGN. GRAPHIC SCALE
"° BNEGEBBARYT°SIBLE FOR NGURESAFETY
��� e9 o SHEET NO:
11
o S RAf"BNTPP a.°°"°RB B°"AaRR .,R6T°TH J `�
ROLINA
Know what's below. °""°"°DEPARTMENT
A "°° °"°°a°�'"�"`""°°R ( IN FEEL) C 7 .0
srAN°A,<Z,,,T,sze B°=,.G6ABAMNENGE 1 inch= 60 ft.
N Call before you dig.