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Home My WebLink AboutNCC230922_Site Plan or Location Map_20230404 ci E EROSION CONTROL CONSTRUCTION SEQUENCE(PHASE 1): a Ave m m m z N" L? 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM West CataW: / V p m z E N 2Q c MECKLENBURG COUNTY LUESA. C\ d s- c LEGEND „z cc OBTAIN CERTIFICATION OF COVERAGE(COO)FROM NCDEQ. CO Q w N u/ __ PROPERTY BOUNDARY ¢a 0_ a r __ z�H 2. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE S`o f 3 W U 'g 2 ^'154 / i C¢ FOLLOWING DEPARTMENTS:LUESA EROSION CONTROL INSPECTOR, P t0�7 r 752 / 4.Q LAND DEVELOPMENT INSPECTOR AND ZONING INSPECTOR.FAILURE TO R ark 4� Chartwell �® �® �® PROPOSED DIVERSION DITCH -/553 'SS 757 759 T58- '� -_ 0 SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND C \ s5 a Center ////// -�•__ 1 y6 55 DISTURBING ACTIVITY IS SUBJECT TO FINE. ` 776 EXISTING CONTOUR T �n 753 3. INSTALL SILT FENCE,SKIMMER BASIN,DIVERSION DITCHES,TREE lQ Dr o 0• E 776 PROPOSED CONTOUR CONSTRUCT % --- PROTECTION,AND OTHER MEASURES AS SHOWN ON PLANS, ,y C IOM4 • / CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. - 3 0 LIMIT OF DISTURBANCE 757 35z 4. CALL FOR ON SITE INSPECTION BY INSPECTOR.WHEN APPROVED, a D a D a D D TREE PROTECTION FENCE ®®♦®♦ '%� 1 'ROP.TREE INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING 0 PROTECTION FENCE MAY BEGIN U PMTMM1 PROPOSED SILT FENCE(HIGH HAZARD)(STD 30.06B) ;�� / VAN ZEN,LI, ITYP.) PID:00541107 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ® PROPOSED SILT FENCE STONE OUTLET(STD 30.06C) •. DB 35369 PG 41 EROSION CONTROL DEVICES AND STRUCTURES. 7.socip71,,,,,,, r� PROPOSED WATTLE(STD 30.10C) 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. -� IN 4 0 PROPOSED INLET PROTECTION(STD.30.07) � ®e / � / 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL SITE� ) POROUS BAFFLE(STD 30.19) 748 OF EROSION CONTROL MEASURE. -S SK-U SB-H SKIMMER/SEDIMENT BASIN(STD 30.02A,STD 30.026) ♦ h A 8. ALLEROSIONCONTROL MEASURES SHALL BE CONSTRUCTED IN ♦ ; ACCORDANCE DESIGN MNACE,U.S.DAND SEOF AGRNTLTURE.LICIA MECKLNBUR DESIGNMANUALU IONAN OF AGRICULTURE, VICINITY "P "TS /7Z7j'TEMPORARY STONE RING BOUN ^ MECKLENBURG COUNTY EROSION CONTROL ORDINANCE,AND THE O�j��O/S7URBEO BUFFER Al�y ^ TEMPORARY DITCHES TO �_ CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. 7'9�i=iBE LINED WITK C125 4' 9 MMEN IN WITH = ND i80'UNDISTURBED BUFFER ERosION CQNTRQLi c G = 07FORPHASEDEROSION CONTROL PLANS,CONTRACTOR SHALL MEET' * * �' �' �4 MATTING PER ENHANCED WITHEROSIONCONTROLINSPECTORPRIORTOCO 1 `-I EACH PHASE OF EROSION CONTROL MEASURES. ff�- j- •• 11 EROSION CONTROL(TYP.) p EROSIONCONTROL&WATER QUALITY � �```�.��0.� INSPECTORCONCRETE SIDEWALK ®�� i �� COR721-058 Y 91i,,,,,O 980 72 ii / LAND DEVELOPMENT INSPECTOR: �� /1`'U� //� 1 TOTAL DISTURBED AREA: HEATHER DAVIS / , • I` 208826 SF-4.79 AC (980)721-3571 � ZONING INSPECTOR: 6 BRIAN SIFFORD S6 (980)721-0924 LL5 � �� % NARRATIVE: TD-1(PHASE 1): THE PROPOSED CONSTRUCTION IS FOR THE CONSTRUCTION OF CORNELIUS • vw+eo ew. ♦♦�♦ I STD 3D 05(TYP.) I' Cr CAR CONDO&STORAGE THE SITE TO BE DEVELOPED IS APPROXIMATELY 6.74 IHI.me zI ACRES WITH A PROPOSED DISTURBED AREA OF 4 79 ACRES ♦ �/ TD-2(PHASE 1):�su rrra ' ��.♦® (TYP.)0.05 Q THE SITE IS LEVEL TOPOGRAPHY WITH SOILS ON SITE BEING CLASSIFIED AS: / / Z SYMBOL NAME HYDROLOGIC GROUP m ..�� 2. HBB2 ENON 8AE SANDY LOAM B ATTENTION! �oM wo "'^++a .�s' �Sa He8 ENON FINE SANDY LOAM C DITCH TO BE ,a aE o� �♦♦♦♦♦.♦♦♦ 0 x wc.eu Ise..I CONSTRUCTED WITH ANY SOILS LEAVING OR ENTERING THE SITE WILL NEED TO BE DELIVERED TO BOTTOM WIDTH AS NOD ♦♦♦♦♦♦..♦♦♦♦ `, /y OR RECEIVED FROM A SITE WITH AN APPROVED EROSION AND SEDIMENT REQUIRED IN TABLE 1(TYP.) �L CONTROL PLAN BELOW i.ona ...E zz,".,: or�.. �� .� aaw� . A., Q TEMPORARY WATTLE CHECK THE SCOPE OF WORK WILL INCLUDE INSTALLATION OF EROSION CONTROL DAM(SEE SPACING CHART ON44 j I G �II)I MEASURES,CLEARING AND GRUBBING,AND FINE GRADING. pPPRDVEO II/GE Ozreao] NOT To SCALE STD.30.10C �I I /I NRCRLENBORG COUNTYMAI .♦♦♦ ` I IMIT OF IAND DEVELOPMENT TEMPORARY SILT DITCH /...♦♦♦♦♦® ALL AREAS DETERMINED BY AUTOCAD. STANDARDSwri O.Os iI/ �♦..♦ �/ DISTURBANCE(TYP.) ewxoncxrceLC PRASE lnxD Zl /.' 4444 r DOWNSTREAM RECEIVING WATERS ARE MOUNTAIN ISLAND LAKE ,♦♦.♦♦ ' ) ) ^� THIS SITE IS IN ZONE X PER FEMA FLOOD MAP COMMUNITY PANEL NUMBER: .�♦♦♦♦♦..♦♦♦� PROP.INLET COPNELMISCM % / 3710464300K,DATED 9/02/2015. Dan. c A O=" a N z . ..x �,♦♦♦♦. . J ' 1 I 9 STD.30.07 N: < '.♦�♦:♦:♦♦ �/ / I 1 1 / /I STD.30.07 rosw�a x® NO 7m ,. x� x, x, ,x x ,s L,n x� � -/I �� EROSION CONTROL NOTES 1. ALL'STD."NUMBERS REFER TO THE MECKLENBURG COUNTY LAND �♦♦ / % PROP.TEMP 24"HOPE CULVERT DEVELOPMENT STANDARDS MANUAL(MOLDS) INV IN:741.01 PROP.HIGH HAZARD SILT ---I/ INV OUT:740.43 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL FENCE STD.30.OBB(TYP.) ) �p� PERMIT FROM THE ZONING ADMINISTRATOR. a ILT FENCE AROUND �' I ' 3. ANVGRADINGBEYONDTHEDENUDEDLIMITSSHOWNONTHEPLAN :X2T0T:STD 30.06A(TYP.) IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND O IS SUBJECT TO A FINE o TEMPORARY ' TEMPORARY 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION �+ • STOCKPILE 0 CONSTRUCTION cc CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL 750 LOCATIONENTRANCE: ORDINANCE AND IS SUBJECT TO A FINE. 3.1 / \747 ^ STD.30.11A5. STA BERME WIT IN 7 S AND GLOUN GREATER TITHON O1 ALL O HE PROP 24"HDP 0 k_ __ - STABILIZED WITHIN 7 DAYS.GROUND STABILIZATION ON ALL OTHER a TEMPORARY �� 746 AREAS MUST BE COMPLETED WITHIN 14 DAYS.REFER TO THE o SLOPE DRAIN ENSURE MIN 2' EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. STD 30.04 ( TqS PIPE COVER' r, INV.IN:]32.50 /// -} 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE z INV.OUT:732.00 ® STOCKPIL REQUIRED BY A REPRESENTATIVE OF THE COUNTY. / ♦•�' /// _ \ ENTRANCE "ROP.CONCRETE TIREWASH - 1` (INSPECTOR MAY REQUIRE AT 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING SILT FENCE' .! {� I'S 3 A OW.30.11 NTRACTOR EXPENSE) EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ZSTONE OUTLET: X BB sO•9 PG 41 / STD.30.11E _ EXISTING TREE ySTD 30.O6C(TYP.) PARCEL'C',MB 65 G 327 � �R 8. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN / ;I ( ) NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE-CONSTRUCTION w m '�•� 7 ♦7I MEETING. '^ Z 43 NSURE POSITWE V C { IS� �. 9. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 RIP-RAP BAFFLE(PER t .`�I N6URE SLOPE DITCH DRAINAGE Q ENHANCED EROSION /� / `�- �\DRAIN A FROM EXISTING EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL. N CONTROL) / \- ADHERES TO o (/ ,,,,,PIPE OUTLET 10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.SLOPES GREATER Li rp�-��\; TD 30.04(TYP.) - ' THAN 10 VERTICAL FEET REQUIRE ADEQUATE TERRACING(MCLDSM M r O Y-.g 30.16).SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER = I- it -ROP. THAN21 II11 CO $K-1 '�V ' •4 ''„ ONE IARBA` HOPE I..V TOTAL DRAINAGE AREA=9.81AC E / ��j _ 3 PROVIDED) / TEMPORARY 11. SOIL COMPACTIONTESTSAREREQUIREDONANVBERM>=5'INCo /'` SLOPE DRAINS HEIGHT FROM THE NATURAL GRADE.SOIL COMPACTION MUST BE O % ®..BAFFLE:STD 30.19(TYP. +P ^a)!Th3 •'+t}aV'S.S' k A STD 30.04 AT 95%PROCTOR AND CERTIFIED BYA LICENSED SOIL ENGINEER. OTOTAL DENUDED A® AC / • INLET ZONE SURFACE AREA k.l INV.IN 732.50 �/ Q dx4 x6'ANTI / PROVIDED) %4}q+. ,�,I/I c, INV.OUT.732.00 12. TIREWASH MAY BE REQUIRED AT OWNER/CONTRACTOR EXPENSE LF� w. !11a SEEP COLLA- ... 34 gOtTt + �• zr ,• O - OrOO P4O4,EU , TD-7(PHASE 1): O • 46R? R#4 OA ' #"•` ', STD 30.05(TYP.) AWN.40 ' • �� C-) �I �� Ce ,: rc EXISTING DROP INLET(TYP. ; 739-- "�� '' I w _ �% .. „ / RIP-RAP APR-0 -737--=-- STD 20.23(T'pP) Y- RO CO: ''^^ OUT FALL POINT , \' cc v/ INV:729.79' ' - 'z = Z SKIMMER EXISTING FENCE(TP.) STD 30.02B __ erg 8 W W 5 KIMMER BASIN(PHASE i) '1 Z 10'CONSTRUCTION STD 36.62 �� N m ACCESS BERM:736.00 TEMPORARY 1.1. SPILLWAY INV:734.00 _ STONE RING 728 O Q Z BOTTOM OF POND:732.00 771 LINE INNER SLOPE WITH j ��y 1� v PROP.HIGH HAZARD SILT C125 EROSION CONTROL FENCE STD.30.06B(TYP.) MATTING Ei W SONDERWERKS RE HOLDINGS PID:00541112 Y1Iina 20'EMERGENCV SPILLWAY DB33888 PG 01 j GRAPHIC SCALE PROJECT INFORMATION INV:736.00 PARCEL"B",MB 65 G 327 j LOCATED PRIOR W W W DC811.0}9 PROJECT MANAGER: AL FOR CONTACTING "MINOR SUBDIVISION OF 15.683 ACRES ON L c MEry RIO AO BEGS NING CONSTRUCTIOrv. BARRICADES USING CHARTOWN DRIVE" OH9 - OR1v 1� EXISTING UTILITIES ARE .. ssnar ro wO REL SAFETY DESIGNED SA Lg26 11 DRAWN SB (IN FEET) 1 INCH= 40 FT. 31 A PROJECT NUMBER: KT29.400 REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT Or TRANSPORTATION AND LOCAL MUNICIPALITIES_ ORIGINAL DATE: 11/18/2022 1,6, A) HORING WILL BE ACCORDING TO OS PART 1928 SUBPARTP,OR AS AMENDED. RA TRENCHING STANDARDS SHEET: //� O C6.2 E EROSION CONTROL CONSTRUCTION SEQUENCE(PHASE 2): ANeir m m z N. 1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL West CataW: / I p m z E 4 N 2e c PHASE 1 EROSION CONTROL DEVICES AND STRUCTURES. a s- c a N� a aW qY 15 LEGEND • 'ROPERTY BOUNDARY , '�' 2. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF d o o L// PHASE 1 EROSION CONTROL MEASURES. 41 ft1. -2•� W U S r --Ili' 10'CONSTRUCTION ACCESS C¢ p O/) S --_-- 11 3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH R°rk 4� Ch°rtwe Ill' EROSIONCONTROL NCON ROTOR A COMMENCING WITH d �® �® �® �® PROPOSED DIVERSION DITCHCeF1teE _ EACH PHASE OF EROSION CONTROL MEASURES. pIMMMI -776- EXISTING CONTOUR O Dr o j 1- 4. INSTALL OUTLET SILT FENCE,TEMPORARY DITCHES,SLOPE DRAINS, lQ 776 PROPOSED CONTOUR - _-_ RIPRAP APRONS,BAFFLES,SKIMMER BASIN,AND OTHER MEASURES ,y C % SHOWN ON PLANS. 3 LIMIT OF DISTURBANCE ...--.1. O e� .:::NV:rllr::4- =UILD SITE UP TO FUTURE 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL 0 a D a D a D D EE:RE:ENG:: :z:: PMTMM1 PTD30.O6B) 'CONS1 7R -•19] •® TD 30.06C) /A. DB 5369 PG 41 n SOUTH. DRAINAGE,SIDEWALKS,DRIVE WAY IMPROVEMENTS,AND ALL ASPECTS OF V.1 �� ^q ROAD CONSTRUCTION um ^ 2 JT 404,4 PROPOSED WATTLE(STD 30.10C) ♦ �' SITE �`r 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE n �� pPROPOSED INLET PROTECTION(STD.30.07) ' / y Jiri/ n . 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL I POROUS BAFFLE(STD 30.19) • i /• OF ANV EROSION CONTROL MEASURES \/ SK-tt SB4i SKIMMER/SEDIMENT BASIN(STD 30.02A,STD 30.026) ��♦♦, 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN y N TY MAP N TS ci 'OOP.TREE ACCORDANCE WITH THEN C.EROSION AND SEDIMENT CONTROL ��,�(N�CgRO,� TEMPORARY STONE RING Bo. 0 UND ® PROTECTION FENCE PLANNING AND DESIGN MANUAL,U.S.DEPT.OF AGRICULTURE, ..• �/ 80'UNDISTURBED BUFFER FO BUF ,➢ (TVP) CHARLOTTE M CKLENBU G LAND DEVEL O MEET STANDARD THE �� '•.7'9♦i♦ STURB 3�� FFR I CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. G 1. k /: EROSION CONTROL&WATER QUALITY 3) $\ � ` INSPECTOR ..•'� CONCRETE SIDEWALK I n- - I 980)]21-OISB V ♦♦♦"00011111M �LAND DVELENTINSPECTORHEATHR DALo (980)]2-3571TEMPORARY DITCHES TO ZONING INSPOR// BELINEDWITHC125 BRIAN SIFFORD ��y EROSION CONTROLV (980)721-0924 �j' MATTING PER ENHANCED ,/I/� EROSION CONTROL(TYP.) ♦ $ a TRAWWATTLE(SEESPACINGCHARTSTD.30.10C)(TVP.) TEMPORARY WATTLE CHECK / "DAM(SEE SPACING CHART ONSTD.30.10C)(TVP.) TD-1(PHASE2):N STD 30.05(TYP.)• Oi ,iI STD 30,BGC(TVP.)\ /(-------X /i'♦� s1. LLB di I TEMPORARY DITCHES TO �BE LINED WITH RC125 OLEROSION CONTROLMATTING PER ENHANCED ]EROSION CONTROL(TYP.) L� / �i / PROP.TEMP 24.HDPE CULVERT ILT FENCE AROUND INV N:]41.01 PROP.HIGH HAZARD SILT STOCKPILE:STD 30.06A / INV OUT:740.43 FENCE STD.30.06B(TYP.)4 (I (TYP.) //I .YSLOCAT TEMPORARY Lo VP-. ( ILE ® ®_. ION / p z y LAKE PATH DR. \> p I TEMPORARY CONSTRUCTION ® x ® ♦. � _74, -- - ^ ENTRANCE: � '� ,�pQ'/ f(11 STD.30.71A ENSUR ♦♦ �, MIPIPE EXISTING TREE ♦♦♦ �j• y STOCKPIL COVER (TVP.�I �♦ ® // / ENTRANCE Jys \/`C/ 1 O -II TEMPORARY STONE RIN ' 1 C PROP.CONCRETE TIREWASH z "J 1•/ (INSPECTOR MAY REQUIRE AT n \{ yA .. 3 / 1 OWNER/CONTRACTOR EXPENSE) Z -OOP.L"HDPE Bo.s4•9 PG 41 d / STD.30.11B /�®® /• TEMPORARY P•-CEL"C",MB 65G 327 � � CO- , ♦ SLOPE DRAIN NSURE POSITIVE LLJ _ • ♦S♦♦ // STD 30.04 /, DITCH DRAINAGE INV.IN:732.50 743� FROM EXISTING PIPE CD Z ., // f. - ,INV.OUT:732.00-73g NSU76.110SADTRADDHIE3NOR.E04S RE SLOPE ^p^ OUTLETCe RIP-RAP BAFFLE PER ENHANCE. � TOIINU ( ��- (TYP.) ),I KIMMER BASIN(PHABE 2) NlOiEROSION CONTROL) �/ STD 30.02+� BERM:736.00 AYINTj ... SPILLWAY INV:734.00 2 '�I F vir BOTTOM OF POND:732.00 (n / / it / LINE INNER SLOPE WITH �( BAFFLE:STD 30.19(TYP. i A ' I • C125 EROSION CONTROL OV //// /Hi •/ w.44!•.r.t.'3 '1lf.J. .% ROE 2 2A• MATTING 4z4.66"ANTI-SEEP COLL'- • I ar, �, HDPE • O • SURFACE AREA �v TEMPORARY O Ig SK-1 PROVIDED) f°1. �' I SLOPE DRAINSill s`H q�A . N$ STD 30.04 TD-1(PHASE 2): TOTAL DRAINAGE AREA=9.81 AC / o� � ! INV.IN:]32.50 Z �� W''hT OBRVp S g .A-�� STD 30.05ITYP.) 0 TOTAL DENUDED AREA=4.79 AC - ,` ,,� �+o�oF/ • 1y ; INV.our:73z.00 O \\� '�,s Z Q OUT INV:POINT= Ce ♦ . - "-Q=.RAP APRO �a 1� O ♦1t INV-729.79' /// _ -STD 20.2317YP.) �1 '^ v/ rc v! w s EXISTING DROP INLET(TOP. SKIMMER:STD 30.02B(TVP.--� �' iiIIIMININIMMar STONE TEMPORARY ` �� O Z Cn EXISTING FENCE(TYPci .)---- !'C•NSTRUCTION ES W Jet 20'EMERGENCY SPILLWAY �. W W INV:736.00 -� �Z// -� Lf� OD O a z PROP.HIGH HAZARD SILT D_ FENCE STD.30.O661TVP.) ly~j SONDERWERKS RE HOLDINGS,LLC PID:00541112 Y0 I n a$1 DB 33688 PG Ot GRAPHIC SCALE `�& PROJECT INFORMATION LOCATED PRIOR www DC811.Or9 PARCEL ION MB 65 G 327 / To BEG corvsr6ucrlorv. PROJECT MANAGER: AL CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING "MINOR SUBDIVISION OF 15.683 ACRES ON 11 P c NEry RIO As BED/ wcnoEs USING CHARTOWN DRIVE" O. - d 2` 1v 1AP EXISTING UTILITIES ARE .. ssnar ro wsu6E SAEErv. DESIGNED RAWN BY: SAB Lg DRAWN BY: SB (IN FEET) 1 INCH= 40 FT. 31 A PROJECT NUMBER: KT29.400 DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES_ ORIGINAL DATE 11/18/2022 raR.iEzs SUBPART P,ONASAmOBBOB HORING WILL BE ACCORDING TO NA TRENCHING STANDARDSSHEET: C6.3