NCC233329_Site Plan or Location Map_20231117

EROSION CONTROL LEGEND < / "N
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SEWER MANHOLE © ^ SITE C-O O 9 O
WIRE&GRAVEL INLET yj ,y H w W ti
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V/ b N 6\ \ \ \ \ I I 7 I / I I \ _, N SITE DATA:
/ // / I \ \ \ \ \\I II I I I I I A I / I I / I I \ I \ '`�\_ \y -� ^\ 1068 JONESTOWN RD
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/ I `' I II I I /\ \ \ \ I`- '\ \ I \ \ I / ' ' �C N PINP680433 2882 PERY ELM PROPERTIES,LLC
1 \ ) / // \ /\ / I( I I / I \ I I I \\ I I I eN~ I / N / D.B.3fi32 PG.1934
/ may' II\.1\ / NUMBER OF LOTS: 9 \ /
\‘‘. / / \� \ I I I I I I I I \ `� V` „ N WISHBONE REALITY,LLC TOTAL AREA 4.715 ACRES
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�' / \ PIN:6804-34-5059
I / / /\ ` / I I I I I I I I I ( I \ I I/ EX SSMH-102 \ D.B.2807 PG.1572 J DENSITY:9 UNITS/4.715 ACRES=1.90 DU/AC / \
\ \ \N / / \ / / l II I I ' N - x 2\ / 7- DISTURBED AREA:1.33 ACRES / \\
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N\� / ; I i \/I I I I II \ I II I DISTURBED / r "� ' \ \N / //�' FINAL PLAT CASE#202206fi MINOR SUBDIVISION-FINAL PLAT ti
LIMITS(TYP.) I \
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\ I I 12k50'TEMPORARY I 20'PUBLER ESMIT 1 SS ' \\\\ {i I \\/ / /�/ NOTES
to I I\ I I - CONSTRUCTIONSEW /� •
■ SS SF --:SF- 3 1 1. THIS MAP IS NOT FOR RECORDING AND DOES NOT MEET Z w
\ \\ \ \ 1 \ I -1 A"., �`.F t t TIE TO EX.SSMH 101 / / Q N
GS-0].30 STANDARDS. r
ENTRANCE SF 1 EX.RIM 832.57' (\ J a
\ 1 \ (SEE DETAILS) S Sr-- ,n 1 \ �� vG t0 / Cl.4j -L EX.INV OUT 827.01' • \ l
\1 \ \ \ 1 \ 0 \ I SS - F-- , 'D N • I !/ 2. ALL TOPOGRAPHY IS FROM NCDOT LIDAR.ALL LOCATIONS ARE P.
\ \ % I -n CL INV:826.81 I 'l W
1 0.87 AC I I - -- .�" S ` / FROM SURVEY PROVIDED BV FEI.CONTRACTOR TO VERIFY O U
S ____$S /� PROP.INV IN 827.01' ,` i` 4' 5=
1 \ \ \ \ EX SSMH-104= SS - .NSF- ' ^' \ /� O cm LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. Z y
W I \\\ '/E�r \ \\ I I \I � - ___ SF-- EX SSMH-103 . I 1 I `PT 1� i �/ / .f / /� W O
SF ---$F / I /t/0 59 AC N / PROPOSED DRIVEWAY / 3. ALL CONSTRUCTION IS TO BE TO CCUC,NCDOT,AND COWS/FC LL a m w
al /CULVERT , STANDARDS AND SPECIFICATIONS,LATEST EDITION. 3 a
\ \ -� o O( \ 10'PR�ESA IT'•V WER ESMT. ,,X F -." I� I O 1
\ \\ / , \O \ `\^ � __- -� _ I' II I F -,--$ 1 / • I 0.32 AC 'i LL I �2' t" /� / G • 4. CONTRACTOR TO LOCATE EXISTING SANITARY SEWER I E 1 O w a
\ \ \ ti / -\ 1.01 AC / _ _I - - 1 O t N I °�lkiS 0 il,=� MANHOLE 101 PRIOR TO BEGINNING CONSTRUCTION. Y/Ai ZO
\ /l `� t WIRE&GRAVEL INLET V
- - \ N \ / \` .^O ". \\ ,\ �/DL DL 1 I 0 OAO3 AC '� R CK OUTLET , jJS-/ �J' ��DETTAILS)ION(TVP.SEE (,)\ 5 CONTRACTOR
TO ENS S OR ALLILOTS.AINAGE FOR J /♦
\ \ \ \ / /•v m/ ` - \ \ �u / 1 0.45 AC I I 1 (TVP.) J / ' // V
\ \ 1 N / 1 / 6. ALL MANHOLES ARE TO BE BUILT TO FINISHED YARD GRADE.
• \ \ " ''.-'1' \ \nN O 1 I '„ I ----- ----~ "� ,1 CONTRACTOR TO FIELD • �� ]. ENCROACHMENT AGREEMENT MUST BE OBTAINED PRIOR TO >
AIN,
\ \ 0 1 ; , • i y / 1 / / WORK COMMENCING IN NCDOT RIGHT-OF-WAY.
\ i o 0.43 AC �- --- _- -r --.-w
\ \ \ \ / s O \ 1 I t 0.45 AC (TYP T 1 't`►���1- {,� '�', PROPOSED IO'GRAVEL '� VERIFY LOCATION AND '(
/ ) ROCK OUTLET 1 I J 1t�,R�
\ \ / ---N, < ) DRIVEWAY LOCATION DEPTH 8. CONTRACTOR TO SETUP MEETING(S)WITH CCUC INSPECTOR
/ / / PRIOR AND DURING CONSTRUCTION PROCESS.
\ 1 :-____39
T y��`:' 1 ( rl t TO BE ON THE WEST •. / ��\ \ \ \ �PI\GRR�/EUNITED / ////_ \ ys` \_ y. 'a �ra� �I_ SIDE OF PROPERTY
• X 1p ----SF----- O �' �• / \ WIRE&GRAVEL INLET L I 9. ALLSANITARVSEWER MANHOLE RINGS AND COVERS SHALL BE\ \ \METHODISTCHURCbY / /// ___w I O\ PIN:6804-2323-8412 i / TVPE'2'.SEE DETAIL SHEET.\ -� ,�I , PROTECTION(TVP. EXISTING 18"RCP ' _ O•1 -w- SEE DETAILS) _1, CULVERT _ I- - /_ \ co 0
\\\\ `D,B,222J 18 _ ��� / \ \ N` OY k\ I\ ' JONESTOWN RD t- '- '� \ /
\ / II - / PUBLIC RAN VARIES -n "y' . / / / / EROSION CONTROL MAINTENANCE PLAN W
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\ \ / � t' ! SILT FENCE P.B.38 PG.184 - _- - ___ ___ cN / Z
43„ \ '5 / / / --=w- - ` � � (TYP.) , --_ - -_ - JL- II �' •/ EX.SSMH 100 ``VA / 1. INSPECT ALL SEDIMENTATION AND EROSION 0
_'1 �� _ ---_-- _ -- -J__`II---A - O CONTROL DEVICE FOR STABILITY AND FUNCTION
--- • DISTURBED 1-_- ---i_ u -it f \ RIM / P / / EACH WEEK AND FOLLOWING EACH RAINFALL EVENT. ' C
N. �- / -- INV IN 826.36'DROP36'\ / C
LIMITS(TYR) �_-/- �- m
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/ -------==-= - _ `J /-�\ \ INV IN 824.66' \ 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES J
-�,-- --/I---- I-�_ �/ i INV OUT 824.66'
_ __yam --_ _-- `� II_ ,.,,0 WHEN ACCUMULATED VOLUME HAS REACHED 50%
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2 /i- / / / / Oaf¢_ - Off_II- -�II _ / / \ ( / `/ S \ I �'``�, / / 3. REMOVE ACCUMULATED SILTISEDIMENT FROM � ¢z Z UJ830 -__J =n IIz NI (/ / \ C ` 1 \ `` BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTHJ j/g30_- `�' �) 0 / \ \ J , '\ ` / / EXCEEDS APPROXIMATE 0.6.REPAIR AND REPLACE 5E In u Z
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` `y�,` / / �_ \ SILT FENCE AS NECESSARY. w 3
SIX \ /
�i )\ \ \ `/ �� 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS �/� a O F
/ \ \ / / IMMEDIATELY AFTER CONSTRUCTION INCLUDING N OUw
/ f -� \ \7 )� ( / / N \ \ `/"` "CLEAN"WATER DIVERSION BERMS.
- (� _J \ y J) / i / \ \ \ J �� / �- _ RE-GRADE/REPAIR BERMS AS REQUIRED.
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/ y \ ``R 5. CONTRACTOR SHALL APPOINT AN ON-SITE AND /
/ \ / / ,J / / } r /\ \ // `ma MAINTAIN RECORDS y/ �_- ACCORDANCE WITH TORE PROVISIONS OF THE F INSPECTIONS IN
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-/ \ \ / 7/ \ J I / / // �� \ \ \ ` /
,�, GENERAL NPDES STORM WATER DISCHARGE PERMIT
_ 1` / / \ \ FOR CONSTRUCTION ACTIVITIES.
S \ / \` \, • / / / / / r / , \ \ i/ -/ �� 6. ALL DISTURBED AREA AND SLOPES SHALL BE
STABILIZED WITH TEMPORARY SEEDING AND
MULCHING WITHIN 14 CALENDAR DAYS,FOLLOWING
THE COMPLETION OF ANY PHASE OF GRADING OR
PERIOD OF INACTIVITY.PERMANENT GROUND COVER
SHALL BE ESTABLISHED FOR ALL DISTURBED AREA
WITH 14 CALENDAR DAYS,FOLLOWING COMPLETING
OF CONSTRUCTION,COMPLETION OF GRADING,OR W
-p+5p PERIOD OF INACTIVITY.PERMANENT SEEDING, g
0+Jo 1+50 MULCHING,AND GROUND COVER SHALL BE APPLIED Z p
FOLLOWING THE COMPLETION OF CONSTRUCTION. Z I
HIGH QUALITY WATER ZONES AND PERIMETER DIKES, 0
840 SWALES,DITCHES,AND SLOPES SHALL BE y STABILIZED WITH TEMPORARY SEEDING AND W
MULCHING WITHIN 7 CALENDAR DAYS. 0_,
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-+mMIN12OFCOVER _ �m5 PLANS APPROVED FOR N UCTION za®©�©®w
„�,�� •-• DRAWN BY: ADY ITS
,RCP ro This plan complies with Ch er ,Se n 4-Erosion Control CHECKED BY:BN
6.]5% of the Winston-Sale rs ounty fied Development DATE:07/15/2023
830 - Ordinance. A prince Of the p pproved plans must PROJECT N0.:16032.011
1 , - , be kept on the const on si a of ce when installing REF.NO.:-
r 2'SEP`�TION/ - required erosion con m ur SCALE: 1"=40'
TILL\\ .111.
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1,' Vt\LITY p IV/IA
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Ai, 820 SCALE 1"=40' S H E ET
BEPORE YOU DIG!
CONTACT ONE-CALL CENIRt 40 0 20 40 80 160
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