NCC241407_Site Plan or Location Map_20240508

1 2 3 4 5 6 7 8 9
FINAL APPROVAL DRAWING NO:
DATE:4/22/2024 CONSTRUCTION SEQUENCE-STAGE I
(CD) PROJECT NUMBER:LDCP-2024-00067 / CFD-PNOOOO A-AO113-3EA178
ENFORCEMENT NOTE 1:FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN ENFORCEMENT
• ACTIONS,INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES,INJUNCTIVE RELIEF,CRIMINAL PENALTIES,AND
\ / // // / �/ ( PERMIT REVOCATION.ADDITIONALLY,OFF-SITE SEDIMENTATION DISCHARGE MAY RESULT IN RESTORATION
- NOTE:THIS PLAN APPROVAL DOES NOT INCLUDE CHARLOTTE WATER.FOR / / / 1 :/J(,�- U D REQUIREMENTS.
MORE INFORMATION,PLEASE CALL 704-336-5499 or visit charlottewater.org �\�i / / // / D U K E
CHARLOTTE_ni(Y�IF�Tr- NOTE:SCHEDULE PRE-CONSTRUCTION MEETING AT LEAST 48 HRS.PRIOR TO \_ -� f\J'// \) / / �/%�„"�� \ \ ENFORCEMENT NOTE 2:IF EXCESSIVE SEDIMENT IS LEAVING THE SITE,A REVISED SEDIMENT AND EROSION 2
4_,
l ILY��LV l l IJ ANY LAND DISTURBING ACTIVITY USING THE ONLINE FORM FOUND AT \\\\l�, / / • v CONTROL PLAN MAYBE REQUIRED,WITH ASSOCIATED REQUIREMENTS FOR ADDITIONAL S&E MEASURES.
charlottenc.gov/developmenNenter % \ \\�,v ,- %�„- / / i • %
LAND DEVELOPMENT NOTE:THIS PLAN APPROVAL DOES NOT INCLUDE COMMERCIAL ZONING.ALL A \ \`\ I G'// / ,•I / f O /� E N E RGYR
C 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING
H BUILDING PERMITS AND ZONING APPROVALS CAN BE OBTAINED AT RATI601 / \ a Q / DEPARTMENT AND OTHER APPLICABLE PERMITS AND KEEP HARD-COPIES POSTED ON-SITE. LJ
MECKLENBURG COUNTY CODE ENFORCEMENT,PLEASE CALL CTAC AT 704- 0 J_? EL\05326jOn1 v /� 2` / I , ``�T ,......10 Y Ll
314-CODE(2633)FOR MORE INFORMATION. /\(\\° "�' pG 19 / 0 a \l
\1 2 u / O A / \ 2. SET UP ANGI ON-SITE ERING DEPARTMENT T ON CONFERENCE ER SI WITH THELEROSION CONTROL INSPECTORTS E THE
\ _ T`1\ �' / N-,,\ -'~V c •/\�/\r \ CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.FAILURE TO SCHEDULE
0 \`\ /// J7C G SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17
• 1 ✓vllj k I C3 �` /�- OF THE CI CODE AND IS SUBJECTTO FINE.
\\ l� /A�/' j/�'\!" „\ RiSIUANDH99LDNGI,LTE \ A MAILING ADDRESS:
1• PARLTi 05548 9-�' A 3. UPON APPROVAL INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AND ASSOCIATED MEASURES PER
•1- \R T CONSTRUCTION DRAWINGS AND CITY OF CHARLOTTE STANDARDS. P.O.BOX 7
)\> .9 ID 35A09'PG 629
- r'
J
..y. I 1 "_ / CHARLOTTE NC 28201
%\ TREE SAVE ARE �j� �3 y/�"/\ 4. INSTALL PERIMETER OUTLETS
INCLUDING,BUT NOT LIMITED TO,CLEAN WATER BYPASS DITCHES,SILT
(NATURAL AREA) V.. / ■■1 /- FENCE AND SILT FENCE OUTLETS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
/-JOHN SPRINGS5]]EAD^�✓ •
`I I� / �/ \ ` S /V �� ! I COUETSAS OUND TS I ~ / "1 /r("-.v_^y�I�S 1\1°Sd'82:W I.5�;;w ;,�/ Safety Expectationsy 7 - 1\Z) /„ 5. CLEAR AREA REQUIRED TONSTALL SKIMMER SEDIMENT BASINA,SKIMMER SEDIMENTBASIN C,AND` \\ \ ll\\C\.��/ / l I\ / 'i//Jii
` v���(\\ 1))j N�'rAv\
KJ /� / .•. �4 .� \ 1` \ \ B. INSTALL SKIMMER BASINS A AND C,AND SEDIMENT BASIN B INCLUDING BAFFLES,SKIMMERS,AND ILLNESS IL Reduce Risk
As \S� / \{\ °H PERMANENT RISER AND DISCHARGE PIPE FOR SEDIMENT BASIN B.
I <\/ / N )\\\1u 1 0 I I JCONTRACTORTOCUTEXIS :C:W
WIN056Remove ExposurestoardGLY UNMSTORM Reinforce safe BehavioAS G ,/ _ r. TREE PROTERION ITYP.I A ° ,// I/ U '"-. ( / ') \COOT MAINTAINED 9 D MSLPER THE CITYSNDARD DETAILL THE TEMPORARY DIVERSIONS NS AND PROVIDE THE NECESSARY CHECK
I /.�/ � Ivo
ILAIgIlihlLl11I i )j1�/V /V �! 1 pJ1 )��1`v
y / /,,,/ I LIMITS OF DISTURBANCE fI .1 l h L. I`\ 'J-` 0.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES
/ � \ - � 1�0II�AIF:i-�A .!II. I � �- �A S/ vl\ \ ti\ AND STRUCTURES
\ a 1 DESIGN
j \ \/-:-
\\�yy'L J\f= 1/ \�\ 11.ALL AREAS THAT WILL GO UNWORKEO FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY
✓/ ) / ' j :-- ° \\ r } >^O I
�3�...-_-�`V \L_ -,\�, STABILIZATION STANDARDS SHOULD BE MAINTAINEDTH0.0UGHOUTTHE CONSTRUCTION PROCESS.
/ / • ( T .� \' _ ~I_`c '��-}11I�� r \ \ 12.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION 1000 West Morehead Street,Suite 170
DUG PROPERTIES,L6 / / yc.../� ddd I , \ \1\ ' - � b ^-I/��``2^^Y`'^ `\C AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL THE U.S.DEPT.OF AGRICULTURE,AND THE Charlotte,NC 28208
PARCEL05325130�� / ( , (V \(0 IU T TI ,\Q f I' 1^ �L"`alll\ \ ., CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
DB32275,PG 9. / / \ `�/' \ ( \ / 1 1 1 P ^\c-s n-\2 \ L.) 13.CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED,INSPECTOR ISSUES THE GRADING t 704.333.0093
f v' °/7 i,�7 o A �� �) b)( • f 704.333.0083
_/ ` PERMIT AND CLEARING AND GRUBBING MAY BEGIN.LIMIT CLEARING AND GRUBBING OF GTE TO AREAS
/.�u / /1/ >IB JL-sr,-
r_ /i \� 1 ''G \�\r-\ 1. \ Z` THAT WILL BE MASS GRADED.WHENEVER POSSIBLE,EXISTING VEGETATION SHALL REMAIN IN-PLACE TO www.cdesigninc.com
y 4 q (• '�/ 1, PREVENT EROSION OF NNE.
�� ,� t -p _ s a 1 S"� ') 1-' -V V l �� V<,vi J ( (4�' L vV I/11 41,
CD!PROJECT#:0604-0656
-� J 1 � A4L L 1 °.F2I 5A1LeL e',mil(�l l9EE(sUP•1MA�'L18LE', A 1 �. -.y� \ 1') A I \)<1 ( I / I
�_-� \ I,/.r J i/ oNGMEEbg-5001I 't {,A I,� , 11 mac„ �1 A) /°vo((/ 1/ EROSION CONTROL NOTES:
I/ LI �, ,��n o t)��/\v'-. 'k. 1 / l r i /(r/$)I /'/\J/ )( ) Al4 ` / /� 3., ( ( 1 (',1//`//(()( 1. ALL"STD."NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
".I /-�-��\�� J^ �)(S 'CPS /� Gh°r 1 r �(1) / 1 (} ``V __ 1 /�/ 5/J/` \C' 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING " The Jonn R.McAdams Company,Inc.
EXISTING 0� /H1)al„/( 1 > C (O °I I / ,_�: / // /// ADMINISTRATOR. OaSl„,outh TNC2820 ryon t
F RHYNE ROAD 1� } �' 1 �J°" jr/� //.r 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN I5 A VIOLATION OF THE CITY/COUNTY F to
( J1 /��\,^\ o / g V~\ 1 _„`/ ^T=�t" \ 1 �, \ ^v1C fC Y se,) T EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. phone [phone]
PUBLIC R/W WIDTH UNKNOWN y1p,1I�II' I / '\/�C' 1"---,4",„_,'-''' '''''---- --,
1,7,,,,,-;,: LLB . 1 / ! L, number:
NCDOT MAINTAINED \ ('iA t� \ •
'4 / n J /I�-\�V-/\ ,1 / I 1 \ \ , (� / ( \�y/Jr 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF dense umlber:C-0293,C-187
---"'III /�/ /� `1` A \�_ THECITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
(SR 1609) L L J`lJ V l\V `I / • �vs.J�J L�,~ ( \\\ (1,
` \ \\)yv i
m e �' "\ a r 5. ALL PERIMETER DIKES,SWA ES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 MCADAMS ww'motlamxo.<pm
0,� y A�'� r\ ^ / C•r \ ^1 \ _./J\ v-` ( \,1-1,' `9,
\ A -- l ` ``) ` / ./ HORIZONTAL TO 1 VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
/ �.J 7 21\ ` \ T `\v-' ` ( L GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 DAYS CALENDAR DAYS FROM THE
r `J J rJLJ .IdSB-A DRAINAGE AREAL \ . „) e\ 1 \,T 0 / LAST LAND DISTURBING ACTIVITY.
D.PROPERTIES.LLC IJ )( /vim 0," /11 �„, /�/`/ �� \\n �,� \\\\\ `� \ \ \ ( , 1> / / 1
PARCEL 05325113 /-/ - `-v\Sn` -' -/---- -„"-------- \", } ) \ ] `v / v ) )J 7,-','-'(L _/ v (-1":--, J \ ` 1 1 ) 1 I\L • \ B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
DB 32275,PG 940 / Ste. I ( J n ~1 1V ", \ \ I- �`trL^L\ o \ I' / 1 GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
�" L o v/ f` '� \ 1\�I\ // O. ( C U$7yNAtIy�VN{SENT RE LL LAND DISTURBING ACTIVITY.
,,,LLL��� 4 G I .>O Ol/' •CI_`/'c_r/IS1r„C,/�" �r -�~ Jb\'' \L •\ T, / \V \ n\\ \L- \ Co)\N Pkvi-pGStdgy1��
/ I //�? p f\)`� ^ /f(/ / //0-/ �/1\`hl \, / l \\ o\ ,, \ \ P ) 8Y 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
/ ( �/ / r� �r (/ ` \ \ \(a ( U\ 1 % I OFTHECITY ENGINEERING DEPARTMENT.
ar v ri 0 1 1I\ n
)\~c /I �� ,��L rrJJ 1 e`L / /i- rya_/-� `1\. 1 f\\\` \\! (Vl`)` \ `D\\'\1 \mil\ ( / (NATURAL AREA)RE SAV AR A�� ( 8 TERRACING[CL SM p30LL BE E01N0 STEEPER THAN 2:1.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE
/ 1 a( _ • p Ie /�l / F'-\ \� )C \ I EX.P PER DION
' / /d /� 0` ' 4 r \p 1 \\ \ \ \\ 1_ L \ F� I \ (� C 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
I'£ y r Al J r / r �� b �(/ 1 t \10 `'vl ( > 1. / - 1 \CIS PREVIOUSLY APPROVED.
/ { J Itl 9ry ZJ /p / \ 0 1 \/ 1 \�./7 2 10.DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE
1 /�-.E' .l J / �V /-f,,J / -°'„S / -/`�� \ \ L , 1] V o 1 l ' \ \ \T IA-,
T( I )° } CONSTRUCTION MEETING.
l\ T ! r ^I -' t.�'U tl/ / (J/ CoN. D°/ i` I\ `L --,-,,,,/,
\ \ ` \`\ `\ \O\ 1;,,.,, I,.`HN111S OrbI51VRRA (z 1
/ ?% N //'°�7 )° Lf; tlp�� �)J l j- /(Z \� \ '01 --\ \ \ °°,\., t., \ \, \ ,,on.)c j) / l r�r�)r/ / 11.CONSTRUCTION PERMI THIS SITE IS TO BE T.
AND DOCUMENTED IN ACCORDANCE WITH THE NCGO10000 GENERAL
I / CIF \ )J /� e \`1 N ,, \\ \ 1 )`-1 o TREE PROTECTION ITYP.I I I I A J / J / // 000,,,,,,,,, AAAUII11Ni,,,/
LIMITSOF DISTURBANCE pN a / / - '- ) \`� ) / /•(-� // 12.AREA UNDER EMBANKMENT SHALL BE CLEARED, AND STRIPPED OF ANY VEGETATION AND ROOT E oa 4CAR ,,, 1 (.•AI?
E R.I,I •
I \ • �I MATERIAL.THE BASIN AREA SHALL BE CLEARED.
O.
,a`YoaSN O (H.....0(Z''d
I� J /r • ` ( 1 J/� is, 1)P I Q\ \ y \1 HE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS �� ` �:'�ESS --,Yy
/ G6 )(� O / C 1 �1/ „ ( I �� / \L I `(v ( /1 I 1 \ / r! /` WELL AS OVERSIZED STONES,ROCKS,ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL.THE THE JOHN R. % %Q� . ..\
l r (`( u I>, I( 1 9 /t5 J/C 1) (� \ -rl f ( / -)/) \t / \ 1 /// ( / / i)1 \'-- 1)I / \ SPILLLWAYSENT SHOULDLL BE NOT BE COMPACTED
ONSTRUCTED TTHHROUGH FVERSING ILL SECTIONITH S.AN SPENT ILLWAYS SHOULDILE BEING BELL LINED
n= MCADAMS =ZO SEAL
JOHN LASSITER,IR �➢' ) / L/ v/ f \ ' \ ) . -
PARCEL 05301134 (\ 0 % V-\-" C L'� e/ ) S I \ 1/A( ( _ r (1 • J AND/OR RAP-RAPPED. �� COMPANY,INC. �� - yD4B1B .1
,..-
PARCEL 25705,PG1 y / J .-� _ •��7 I S ) <I\ A ! A l ! 1 \ ) C-0293 {fJQ. •
MB 52,PG 051 ) r0 VI ` /\"�� \\ L,� ( / \1 ` ( �(f /a ) //n \\( J I 14,SEDIMENT SHALL BE REMOVED AND BASINS RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE ..... � f ti��• -•°�'t'CItfF.�e•°- �
6 ( D r J,- `e/ ( ( I \S`, / \\ 1 SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.REMOVED SEDIMENT SHALL BE ', C MMM... 0�V.• •Y ,r °°-- ..�..
/I ) \ \�1/LJ / 1 } I / `-'� I. ( \ \ } f/ DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. o�rF 2,\AAV ,,/yA W0.-0,5���
LL / f1 '1 \ w I \ ) ,) 1�° II �, 1.1
�\ ,,)\
/1 C//� OF AU oo ''NJ Bilnla
( l C` f ic1� ` // \ L� �,J\ E%.POND BE CONVERTED TO Y1 15.EROSION CONTROL INSPECTIONS MUST BE INSPECTED AT A MINIMUM OF ONCE PER WEEK AND AFTE0.
EVE
4A oa ,/^ ` ``X E SEESUMMARV TABLE \ , E 1� ' - /Q p DESOIGNSPECEFICATNONS SIN /�%// POLLUTION
I._ •", G V a -7.- ✓ _ c _1. I Z / ) // SEAL 3/29/2024
ATT
/ RAIN EVENT
r s `\` _ ' SB BG// # /0 16.CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER P N G
L•• ) // ON IS
-_ f I 1 G R \ �1 r -'-e �� 0`N SHEET C-5001) / =� \ v" JJ 17.ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER,UNLESS CERTIFIED BY REGISTERED GEOTECHNIG4L
I V I G�' n. / 10 I ,�// ENGINEER.
/2 _ot, _ -\ 18.SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
S_ - ; POST CONSTRUCTION BUFFER
CHARLOTTE
III (Lr f) \.O;ti1/ \/O� � I r PER MECKLENBURG COUNTY GIS 19.THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
MARGARET LSSITER,ET AL IN \ o ( l�✓ /// _ _ - � Xr9Fr® / /�/ TREE SAVE AREA SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
PARCEL053o1135 \. f C jl��- /I //j /%/ (NATURALAREA) 20.THE LENGTH OF THE STONE OUTLET(SPILLWAY)IS TO BE BASED ON A10 YEAR STORM.rf-
DB4108,PG fi82 0 j� C_ 1 j � � OPERATIONS
MBsz,Po451 1, ° I J7 " 7--•
0° iI( • age f�/ (.
A 1 ✓ a� 0 11 //��,y ^7 21.WHENEVER TOPOGRAPHY ALLOWS,THE BASIN LENGTH SHOULD BE TWICE I2%1 THE BASIN WIDTH,TO CENTER
D _ 6 4 -�'�0 S,.� 720'_f_I ~ Ill '( y//�j / 2G�(O� ALLOW FOR SETTLING.BAFFLES SHALL BE INSTALLED IN ALL BASINS. D
L� O`� r �\ / Il 2 jJd/,�� / / tc,,DV\PJ,�yO 22.CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN.THE
1/\ /'% STAKES SHALL BE MARKED SHOWING THE HALF FULL,CLEANOLR POINT,OF THE BASIN.
i s , / ),,.- \ ti E 11 //s^'� ' a•C�Q���°2�P p Road
(\1 \/r 1�^i���'\(.\\- / j ,III lEl .'
� �\ /%'.°`37. /, \eE5•SG',' 23.SAFETY FENCING 3'HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 515 Rhyne RoadI \` \ (/---- I ,11\I 1\` ,` \ BUFFER IMPACT LIMITS(NOT INCLUDED G 24.FOR DESIGN OF SEDIMENT BASINS,REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
1
_ -)o T^ f() o l\ ' '/�\`�- 1 \ ♦* / - � MTG 0 CALCULATION51 ,PP �� NATURAL RESOURCES,EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AS WELL AS Charlotte, NC 28214
/Sly )L r V I : G/ (J o \/` �� - J \, / / THE CHARLOTTE LAND DESIGN STANDARDS MANUAL
6 r0 `)\ / r----, /%/ -_ ® � AND i//?!,,y 25.FOR SLOPES GREATER THAN 10•IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE,
/(Q I C \ \///S /S 1��� rf c•r -=._I - - /i: � l%f , SLOPE TERRACING WILL BE REQUIRED.
..l f^ 3 04 / J��//// V 'N' iinFll EX.CONTROLLED ACCESS ITYP.) 26.THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED.THE SILT
\` -6 Y \ / // f/�/// ' EX STORM STRUCTURE AND PIPES(TBR)(D ) ;F - 'h1 i(1 +' FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR
J 7///Jy� / //% (SEE SHEETS[C 0110 CC 0111 FOR FURTHE0. 11 A LL Np E%.5'%5'IJUT.ET STRUCTURE(TBR) AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED.
(CONTR
`^ \ Ji/J 1 �" (D7 I�`'\ .20FWIDETEMPORARY BMP \ BUFFFR IMPAR LIMIT Fx•�,!]J� IILI S�RUCTACiOR SHALL FILL E%ISTING RISER
1 II __ REWTHF 2J.WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
U LOWABLE FILL
//� \
THE TOE OFA SLOPE>30'VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50'OF BUFFER IS
ARTIS GALBREATH " V /� --'IgCCESS EASEMENT(TBR) �LESTREiC)SAl(10 I' %.36"RCP(TEE)
NOT PROVIDED.
, v �v ::::
PARCEL05801131 \ / �� (SEESHEET C-0003 W0. QRD f //// FES INV:69760
OB 32626`PG 20]� /-� \ - \ FURTHER DETAL5 IN* ////% CONTRACTOR SHALL FILL EXISTING 28.ALL TREES&BRUSH REMOVED
HAULED SITE FOR DISPOSAL.
CLEARING&GRUBBING OF SITE SHALL BE CHIPPED ON SITE AND F
MB 27,PG 811 / 1 2 //j�/�'36'RCP WITH PLOWABLE FILL) Z
//` 3. 1 I.
1 II JI j +/ �.•.STREAM 29.SEE SHEET C6.02&C6.03 FOR SKIMMER SEDIMENT BASIN AND SEDIMENT BASIN DETAILS(CLDSM 30.02
` Iire ,(TO REMAIN) AND 3003)
\ `1 - \\ E 30.ALL DISTURBED AREAS TO BE SEEDED PER CLDSM 30.17(9) ,Q U
�, (I o. \ \\ \\ \ \\\\\( \ P. 30'BUFFER
POST CONSTRUCTION BUFFER rCy
v 1 1 / GV \ ��\�\ \ 1 !0 / BUFFER PRESERVATION AREA 31.NO DEMOLITION TO OCCUR PRIOR TO PRE-CONSTRUCTION MEETING. W E
C < 1 \/ \\ �` \\ \�\\.E'''), 4 / _ " (SEE SHEET CG 0100 FOR DETAILS e C )-)
�' - - /) \ / \ 1 ` r\\ TREE PROTECTION MP.)
i - - ,mac I \\ LENGTH 18334' X\ �'� I �Y2/ °Y" / LIMITS OF DISTURBANCE U
RADIUS 5205D \ ,. ( 1 \ ]° /',i BUFFER IMPACT MITIGATION NOTES:
> ._ _ _ _ I �I ) \ (S€E SUMMARYTABLE / /// (DIP.) - ¢
l CHORD BEARING-508'29'04"W yG ( < i ////�/ d
'O 1 CHORD 18242 - \ \ \ ON SHEET C-50b1) /%/�//// BUFFER DISTURBANCE NOTES:
// _ \ //��//,/ - ANY DISTURBANCE OF A POST-CONSTRUCTION BUFFER ON-SITE SHALL BE REVEGETATED
a I / �( J .-/ J \ V l ///// WITHGwss w
I 11 \ \ /,//f /// /,' BUFFER PRESERVATION NOTES:
)rl \^/-AOP TEN,PART13885 .--- A!, •-\\ \ \ \ 1 1 \ ///1i�/)/�/�/// - BUFFER PRESERVATION AREA SHALL NOT BE USED TO MEET ANY ADDITIONAL
1 I)" PARCEL 055089121 / \ ,,, 1 ,/4 REQUIREMENTS(I.E.TREE SAVE REQUIREMENTS)
/DB287S8.C45 / \ /////// THE STREAM BUFFER PRESERVATION AREA SHOWN ISTO BE PRESERVED IN PERPETUITY
o I} ✓ ( l MB 55 PG 619 /-I / � ` \ ': 1 \ ,/•l�r /// ' FOR COMPLIANCE WITH LOCAL STREAM BUFFER REGULATIONS.ANY DISTURBAN CO Z
)il 1L� 1/7 _/ �1 I .,// / ��( /`J //'��/ \ I \ \ \ \ \, //// /��///,' THIS AREA BE APPROVED BY CHARLOTTE-MECKLENBURG STORM WATERSERVICES.
a 'SEE SHMITIG/ fLQ1 /
%. e l •\�^TANG .` 1 /// /5//%,//'/ O m
E i /41v-� v-/ /v/> //CUaLl/E A 1 1 /// --5////i// V
I T 1 / / '-/ )• I /% ''//1///'
w -y\ 1\ / EX.BUILDING / FX'I //
LINED P.) /f, „,/ y Qaa���aa�
I / LINE DTP.)I / y\\\ \/// .-p' ///�/
'Lyy
f �/ / /////�// PROJECT NO: 3EA178
l \ / ( I / 2////// DIVERSION DITCH DRAINAGE AREAS(STAGE I): A B DRAWING NUMBER
B 1 1 \ / ' 1 F\ fD/i/j// /� 20-ACRE LIMIT FOR
1 \\ // // //�/p/„ DITCH NAME: AREA(SF) AREA(AC.) ON-SITE DISI RUBANLE: CFD-PNOOOO-A-A0113-3EA178
TD-Al 179,599.00 4.12
IF GREATER THAN 20 ACRES WILL BE DISTURBED
TD-A2 3,727.00 0.09 AT ANY ONE TIME TO CONDUCT MASS GRADING DKE23034-OAEC1-EG
teT
ELECTRONIC FILE NAME:
OPERATIONS,ORDINANCE CONDITIONS SHALL BE PermlLdwg
TD-A3 17,801.00 0.41
3MET FOR AUTHORIZATION OF LARGER DISTURBED
EROSION CONTROL LEGEND EXISTING LEGEND TD-A4 75,037.00 1.72 AREAS.SEE THE REQUIREMENTS BELOW PER DRAWN BY:JZH 10/17/2023
ORDINANCE(17-35(a)(9)):
illTD-A5 3,280.00 0•08 a. THE METHOD OF LIMITING THE TIME OF
t ' SILT FENCE OUTLET SF SF TEMPORARVSILTFENCE EXISTING IRON PIPE/REBAR TD-A6 111,445.00 2.08 E%PoSUREANDAMOUNTOFEXPOSEDAREA CHK'DBY: JBW 10/17/2023
3 TD-Bl 103,$44.00 2.3$ TO ACHIEVE THE OBIECTIVE50F THIS
CHECK DAM I t HIGH HAZARD SILT FENCE 0 IRON PIPE SET CHAPTER. E-MAIL: [e-mail]
TD-B2 117,602.00 2.70 b. ACUT/FILL ANALYSIS THAT SHOWS WHERE
�/J/-J/-�H/- BAFFLE ■ EXISTING CONCRETE MONUMENT OO SOIL WILL BE MOVED FROM ONE AREA OF SCALE 1"=100'
FILTER BERM TO-B3 37,766.00 0.87 THE TRACT TO ANOTHER AS GROUND
-• • • TURBIDITY CURTAIN 0 CONCRETE MONUMENT SET ELEVATION IS CHANGED.
TD-B4 78,364.00 1.80 C. CONSTRUCTION SEQUENCE AND THE DESIGN DRAWING IS THE EXCLUSIVE PROPERTY OF DUKE
V'2 i, . j DIVERSION DITCH A CALCULATED POINT TD-Cl 84,323.00 1.94 TIMEACONSTRUCTIONPHASINGTOIUSTIFV THE ENERGY CORPORATION AND 15 CONSIDERED CONFIDENTIAL.IT SHALL
TIME AND AMOUNT OF EXPOSURE NOT BE MODIFIED,COPIED,OR DISTRIBUTED WITHOUT PRIOR
3 Ma 0'•-M'4'E' Ar I CONSTRUCTION ENTRANCE/EXIT 4 CALCULATED POINT d. TECHNIQUES TO BE USED TO PREVENT APPROVAL.THIS INFORMATION SHOULD ONLY BE USED FOR THE
° Y '�L•- 4y y.1 LD LD LIMITS OF DISTURBANCE TD-C2 23,831.00 0.55 SPECIFIC PROJECT INTENDED.
f.4 4,. i E SEDIMENTATION ASSOCIATED WITH LARGER
$ 4-�• iT -"- i•- POWER POLE WITH GUY ANCHOR `.' TD-C3 57,636.00 1.32 DISTURBED AREAS.
e /m-�/Jn TREE PROTECTION Know whats below. e. ADDITIONAL EROSION CONTROL MEASURES, SHEET TITLE:
EXTENTS/LIMITS OF DISTURBANCE TD-C4 529.00 0.01 STRUCTURES AND DEVICES TO PREVENT
ry x X x X FENCE LINE all before you dig. SEDIMENTATION.
c
w CONCRETE WASHOUT OVERALL DEMO&EROSION&
r EMBANKMENT MATTING l - - - - SURVEYED PROPERTY LINE GENERAL NOTE:
A SEE SHEET C-0002 FOR ALL PROJECT,SITE, A SEDIMENT CONTROL PLAN-STAGE PROPERTY LINE NOT SURVEYED DEMOLITION,GRADING,STORM DRAINAGE,
5 �"1 1 oa o CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949) AT 1. FOR ALL SEWER/WATER WORK,SEE CLT WATER
' jam,jI INLET PROTECTION _ OVERHEAD UTILITY LINE LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION UTILITY,AND EROSION CONTROL NOTES PLANSFOR FURTHER INFORMATION. NC GRID(NAD83) SHEET NO:
BUFFER IMPACT AREA 2. SEE SHEET C-0002 FOR DETAILED CONSTRUCTION
o0000000000000000���] OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
"'°ilisil°i' ALL CONSTRUCTION SHALL BE IN ACCORDANCE SEQUENCE AND TOTAL DISTURBED AREA DETAI S. GRAPHIC SCALE
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE 3. FURTHER INFRMATI CONDITIONS(SHEET DINGOEXII)FOR ° C
CCIMO
100
RIP RAP APRON w WITH THE CURRENT CITY OF CHARLOTTE LAND FURTHER INFORMATION REGARDING EXISTING
/-L�.-}M"' }p"' }�t }�L BUFFER PRESERVATION AREA THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". DEVELOPMENT STANDARDS MANUAL AND PNG WETLANDS ON SITE. 5 1 inch=100Tc 2 D
LkW!--Wl"- , ._., , REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. STANDARDS 4. SEE SHEETC-5001-C-5003 FOR ALLE&SC DETAILS.
FINAL DRAWING-RELEASED FOR CONSTRUCTION
1 2 3 4 5 6 7 8 9