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HomeMy WebLinkAboutNCC221407_Site Plan or Location Map_20220411-NOW OR FORMERLY - ELDERBERRY OF CHARLOTTE LLC 06 235 PID 089i�f02 � / / � \ 1 SNOW OR FORMERLY \ / CLEVELAND LYNCH 1R, ' DB 120681359 -NOW OR FORMERLY- ` / Lo r 28 MB 32/138 MARIA RI VERA �• - - -��. _ _ �_ N7852'13"W IRON PIPE � I I I I � I � � i f I w PID �08917559 IRON PIPE - - ' - -1 J9 _ _ �- ' (FOUND) I I I I 1 I I I I 1 + I f 1 I I ! / DB 128721172 \ -NOW OR FORMERL Y 1 FCFNOI' SYMBOL LEGENb (FOUND) f I I 1 1" I� I 1' II 1�11 ' LOT 29, MB 32/138 CECILIO WLLATORO & MARIA MARTINEZ + F 1 7 52 '�' ' ` PID 08917558 \ 10 I i I � � � , 45. Q \ DB Tz517/178 3133 E1P = EXIS77NG IRON PIN SIP * SET IRON PIN ! I 1.:.. ,[ ; :...... O1P =OLD IRON PIPE LOT 30, 91 357 .:..�. PID 08917557 EIP� EXISTING IRON PIN i 1 I 1 I1:.P::'.4.,':1,.:.�.' :}..'.'1-:'::�:a_;:Y.' :',:1..: \\�'.:- ::..:::1::..: �:: ::. I I IRON ' \ SIP = SET IRON PIN 1 I 1:': WErLANb A.10d5 1 \ . 2 %. - T , (FOUND) S75 53' CP ® I I I 1 1''. € r 1:::::. ._ : (53.9 I 59 _ CALCULATED POINT I I I �k:: (APPRoxrMArE) f �.� :::: IRON P1PE 1 &� I E 257, AC AIR CONDITIONING UNIT "A I i I GING,N TFOUNDL \.\ .:: ':..'..:.. S': 1 ! ! 71 /l \ GV GAS VALVE I I € r. {FOUND) 1 ! I 1 I PWR = POWER PAD PM = POWER METER HV� WATER VALVE I I i....: PP =POWER POLE I I l I I l k } I�:'::::::y..:::..::: T(203.T3) = MB g MAIL BOX I I I I II :1':• :I:•: a:.:..:....j .. _:::.1�:::::1'. ; �• .�::':d:.:•::: � L . '. �:-�.��::.1::•:. �.::1•: �: � 1 I ! ! j I 4 / LP ucrrT POLE 1 1 1 ! I 1 1 :. { ...1:: 3. _ I •y.....' :: ..' 1 1 1 I I / GM =GAS METER WM WATER METER II 5.1 / TELE = TELEPHONE PEDESTAL I I I I: I :.:: :::::::: :'::�'\ 1'.... 1: ... 1.. - . I i �' I / l I / / _ _ S75 I :.. ....:::.'� .. 1'51a' ::'::..1:::;.:.. \ 1 / I a 1 i f / / REB 33,59 " CA TV = CABLE TELEVISION ® WELL I I 1 I : I :: . --�., _ ...� ...... 1. \ ::::: :.,1:.:d.': 1 1 I y 4 € I I I / , / // I / / / / (SET) `" ` - _Tor. oo _ I f �::} ...I }.. , cn .... � ':.: �.�.�:1..: _•' �; :.... . \ WM =WATER METER I II I }J.:: :..:':�:. II I I 1 i I € I i i °' / I p / ---� - _ R£BAR FH FIRE HYDRANT 4' Tutls y, FES = FLARED END SEC770N tiyo I I I I I \;�:.1:.: .; ::... _;. 1 I I I / € I I:.{.......:.. I:': �'.: J.':::: ... I 1 € I 4 I i / 1 / // (FOUND) RCP = REINFORCED CONCRETE PIPE SSMH 5 SANITARY SEWER MANHOLE I �:: j::=1.'::: ':: .::::: aI ! cn ! I' ::.. :}'....: I so F I I 1 f 1 1 i CMP CORRUGATED METAL PIPE I I 1 I ....t ... . � :jai �. � n .::. f;:';':.::.:I € I �- �£AR YARD SDMH I I I 1 I! 1 I {'::.....:: ::.:.:..:..:' i a>,....�...:.:'::::.f.:: € I s4 i CPP = CORRUGA IEd PLASTIC PIPE STORM DRAIN MANHOLE I II I : '. j.. 1:':..::: :::.::::........ I /1 IoF PVC = POLYVINYL CHLORIDE PIPE € € € i I I I I I 1 .': :. 1:., ::' I::':.:::::.': j' ...:.:::..... /1. , ; e.::':: �::: : r :..:.. I € € ( f 1 1 1 F f - 5. ! / / / / / LOCA TED DECIDUOUS TREE 1 I I I # I I I I :::::: ;[ ::::............ I':::1 y v....'F... •:.{ ..:.. J i I 1 1 i ! F ~I / DU = DES77NA RON UNKNOWN I II I 1 I I I I I-�,:.� za �:::..'.: •.::.:.:'1:..'� "- �� � F::'f� ::::....: :..: SDE = STORM DRAINAGE EASEMENT LOCATED EVERGREEN TREE y I I I I I 1 1'. � e'.1 SOMH = STORM DRAIN MANHOLE 1 1 I I I I I 1 1 I:l:m `u:. ]'::::I ..:':::::::.:.. �:::.::': F..- 1 :I:: I 4 1 1 � 1 1 I ...1::....::::::..,: �.•.._ :.� a �. _ :� .:r..'..:..:�.�.I::�.�::�-, � 1 l f f1 1 F F 1 CB = CATCH BASIN LP LIGHT POLE I I I 1 1 ! 1 1 1 .'::k, .'1::. :::....... 1 R \::1- . /.... :; :::.'.:::.'l:....`� Yi YARD INLET 1 y 1 1 I 1 1.. 1-:.:: .:'::..:::'::.::'.:.♦ L :':::: PP POWER POLE 1 1 1 1 1 1 1 I I I I 1 1 ! D! -DROP INLET :..a"-:�::'::� -:.�:.::':::: :.:'::': � .... �-_�.'F::.•:��.:a.�::'.'':1� SSE = SANITARY SEWER EASEMENT cn BACK FLOW PREVENTOR 1 <n :::. r~ ¢ 1 1 BFP 1 1 1 1 1 1 �.::.'..... ::::... F::.,' .... $" t y SSMH =SANITARY SEWER MANHOLE GUY HIRE I€ 1 1 1 1 1 1 t:a y::::�:'.::.::::;:.,ti;:: i.:::..... CO = SEWER CLEAN OUT GW-3 I I 1 1 1 1 1 4 cu... -. . �•.. :::....:-=," ...I:: 1 1 1 I1 11 1 1:\::.'.'..':.'::.'''.'::'::':.':.; :.:; ::F En .. 1 1 BC = BACK OF CURB CB CATCH BA51N i I i 1 1 1 1 i 10 ::..... 11:.... :::1.... , 1 I I y I i y l y l l l 1 1 1 4� w:l ::.' ::':::':...:::'::: �:.: I y 1 6 I f �J m .'�:.:...........o.'''...] 1 1 1 1 1 1 I € 1 1 I D! ❑ DROP INLET i 1 I 1 1 1 11 l h..; :: \..: .::::::::....: ;11 RIM S 753.35' o .. 1 1 I 11 i 1 1 1 y I € I MB 5/32 9 I .:.::.:1j - 1 '" 1 .1 1 I I Yr ❑ YARD INLET�. ;: . :......::. ' :..� „�U;..�4�,s6' _ � �.:.,: I Iy � yy ! � I i i i � � 3. 266 TOTAL ACRES to :11 t I F! ::..:: l f : 1 \ NEW WETLAND FLAG x \':....\::..::.:...: : 1 f • .. :.. 1 y yl Iy 4 y\ (2.98 3 ACRES NET OF R W) ......... ..... I:1:: 1.; ;.......::.'F...... 1 6 1 1 1 I 1 1 1 \ 1\ \ 1 l l OLD WETLAND FLAG (PREWOUSL Y LOCATED) t .:.: ,�:'..:�:.::,: ':.:.':. _ 1 1 I 1 Q I 1 1 y .: a \ ':. \ \ �:.� 1.:. fl 6 :::,i ; ly 11 11 11 11 \\ t\ \t `\ `\ \\ 520 ..'.'.' .::.::.:.:::::::......... _:..: .,. '' € ► y 1 i I 1 1 : . \\ .�'::::.': VACANT L1NErYPE LEGEND 1 I 1 1 1} ::�''..:::.N..::.. I I \ ... ::::.:.♦::. 1 € 1 1 1 1 1 1 \ \ \ 1 BOUNDARY LINE € �� 1 I \ \ ': \':::: X. -::'::\ :::::� :':::.:. �. . i r7 I } ! 1 \......\.:::::.... 1..:,'::: I'.: '....:::::::;:: 11 1 1 tt 1 1 1 \\ `\ `\ \\\ \\ 1 11 1 e i� CO 77E LINE 1 I a 1 I 4 \ \ ':j: �::::..:'....':::'..:. 1 I I \ 1` 1 1 1 `\ \\ \\ \\ .\\ -NOW OR FORMERLY y y (1 1 1I::.. 1::::.1':::. \ :\ l! 1 iAn, I r b RIGHT OF WAY VIRGINIA KING, RENEE ROGERS, h� I a I 1 I 1 :1.' .:: 1.;.. \ \ :: i I I \ 1 \ 1 1 \ \ \ ♦ �' \ \ 1 1 .� o ` BRENDA LANEY, & EDWARD KING 1 1 ♦ ::: ♦ .::: I \ \ \ \ \ i ri- I I y 1 .�.:�.•I::�:::•::'::.�.'.::.:::.�::...l .;..:..-..'..:�� ��:::.,.}�:�::.:.,.:.�.�.:�.•::.;:.:'� } 1 \ \ \ \ \ \ \ \\ i � v_s � � ADJOINING LINE (NOT SURVEYED) DB 51591643 I 1 LOT 3 MB 5/329 tl- I 1 1 1 I 1 1 :1.%::.1'.'`.;1::. srAlzr OF �: ': CO I 1 I i { 1 :::: a ::.:.::\ STREAM FLAG . :.: \\ • \:::. '..::':,:::: 74 ♦ \ 1 \ \� \ \ I 1 . ...�.....�... PID 08917104 I I r 1 1TnBUTARY.. E': :::. ' '. \ \ \ \ \ \ \ \ TOP OF BANK cc, I i I i I I 1 r .t.:�.�:::��:::.:':. �.. ,...... �.::: j. �\•::'.:��'::�.:: ':. ♦ ��\ :.'':. 1 \ \ \ \ 1 �` \ \ \ \ \ \ \ 1 ,€ a � FENCE � I i I €� 1 I 1 r \...: �.�:..:::::::.\.::::::. \ I :::' \' ... .• � ���`�;\�'�.:: � � � � 7� \ \ \ \ \ \ \ \ \ 1 :'.:•:::� �.. ��.:'':.: • �:\���� '_ i �o,0 11 11 \r 1 1 t\ �\ \\ `\ ♦\ \\♦\ \\ \\ tr 11 II �.' �I STORM DRAIN PIPE I I I I I I I 1 1 \ :�.'.\��::•::: � i.'i .:.': :.':..' � .. � .. -� `�'!'•t- � \ 1 1 \ \ \ \ \ \ ♦ \ \ \ \ 1 r 1 r O --- OVERHEAD ELECTRIC I II I \ \ \ \ :.... it AN L G': A F G SANITARY SEWER PIPE K 1 1 t \\ \ \\ \ \ 1 1 1 \ \ \ Ir 1 1 LP —nr ue ec UNDERGROUND ELECTRIC ` A y Y 1 1 1 \ 1 1 1 1 1\ 1 \ \ \ I l rws cns car UNDERGROUND GAS - 1 I I 1 1 %// ZOP \�•' -� WETLAND FLAG UNDERGROUND 7FLECOMMUNICAT70NS 1 / ♦ \ E � y r 1 1 \ \ 1 1 1 1 1 \ \ \ \ 1 w W 1 �1 \ \ \ SI LE WETLAND FLAG UNDERGROUND WA TER 1 ! I \ 1N1 \ \ ( R WETTLL AND FLAG I \ \ \ 1 1 1 \ \ 1 \ A 204' ` �\ ,A 2011; START OF 1 1 ! !1 STREAM FLAG N I \ � € 1 IIII it ♦ rRrsurAR� "c" \ A 2o1Q" �, _ � -' \ \ ♦ \ \ � \ r;:.:: 1 1 1 11 1a \ \ A D A2 11 1 } 1 ! f 1 S I \ \\ \ \ START OF (APPROXIMATE \ \ STREAM FLAG _ \ \ S�ART OF 1 1 1 NITRIBUTARr STREAM FLAG TR1B TARP \ \ \ i •.: a: € 1 - START OF STREAM FLAG >60_�\ I 1 \ TRISU ARY 30' SE78ACK�� I \�° �_-��� \ 18'RCP \ `` GW � \ � w��.r-~ 1 �ti-------�. � '_� �.��-` \ IRREGULAR RECORD NOT' 15" RCP BURIED \ 4 \ _ - `� `� r y 1 1 r ELEV. 760.44' TERR IN ( FOUND OR �� Y �� i ti�-`---- ----� ��-----`~ `760�� RECORD NOrFOUNQ / I ELEV. 762.47' - oY - It / Li 1 E....;,•... PROVIDED \ RECORD NOT FOUND v - - - - - - - - v - - - - �'_ _ - r - OR p nV1D;Q 1 1 1 rY1' I \ ( OR PROVIDED �� �� u--- ^��_- ^\�� ��_ -v - -- �-1 / N83 56'72"W 199. 91 TOTAL 77E I \ ♦ \ \ - J- 9 L-- - - - - -. - ` - - - - ;1 � � � y ti 1 � � � J � � = _ � �Y � � �\ / / � / / 1 RkBAR � �1 ( ) REBAR Ap \ \\ / >6 \ OVERHEAD POWER LINE -- , " _ "_ ` i _ _ // I 1 (SET) 1RFOUNDON £—__—__.....-..-99.91.... ....�..,...�___�'__------- (100.00) .._....."... .-�� r f� � � ~~�- ��J` 8� 56� A� 399 0.283 ACRES _ ��' 1755���_ �- � --� � `�\\ OVERHEAD PO R LINE P� � ri N . 30" _ _ _ _ _ Y PP (FOUND) ( ) ION PI) \ \� 6 "� y�_T--S9L-=--- SSMH -'---------- `_ _ _ _ WImIN RIGHT(FO \ — — — — Rim: 766, 79' — _ — r \ _ 1 h —I I— — Y OF WAY �D" CLAY E1PE _ — — — \ _ — ELEV.• t \ / 10' PVC PIPE — 1N(f): 758.87' — — — _ _�—. ` �. — _.. \ . — i........ ��-.-..-..--�...��� `EDGE OF PAVEMENT— -- - —_ 769.23' y n rr !N(W): 759.27' �� —css v SSMH RIM: 776. 68' C INV• 766.07' NOTES: 1. IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. PROPERTY ZONED: R-12MF (SETBACKS & ZONING MATTERS ARE SUBJECT TO INTERPRETA7ON BY LOCAL MUNICIPALITIES) 3, TAX PARCEL NUMBER 08917105, 4. DEED REFERENCEDB 321 JO PG 573. 5. BOUNDARY SURVEY ONLY THROUGH POINTS AS SHOWN. 6. THIS PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP (FIRM) NO. 3710457600K, WITH A DATE OF IDENTIFICATION OF 1111612018. 7. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL RECORDED OR UNRECORDED EASEMENTS, RIGHTS -OF -WAY, OR RESTRICTIVE COVENANTS, OTHER THAN SHOWN. 8. AREA COMPUTED BY COORDINATED ME NOD. 9. NO NCGS MONUMEN r FOUND WITHIN 2000'. 70, U77LITY LOCA77ONS SHOWN ARE LOCATED BASED ON SITE COND177ONS AND MARKINGS AT THE TIME OF SURVEY. CONTRACTORS ARE TO HAVE ALL U77LI77ES ACCURATELY MARKED PRIOR TO CONSTRUC770N. 11. ANY CONS TRUC77ON OR USE WITHIN ANY DELINEATED FLOOD AREA IS SUBJECT TO THE RESTTRIC77ONS IMPOSED BY ANY APPLICABLE ORDINANCES OR REGULA77ONS. 12. POST CONSTRUCTION BUFFER IS SUBJECT TO INTERPRETATION BY CHARLOTTE--MECKLENBURG STORM WATER. / CB RIM: 771.98' oc- 1NV• 769.10, Pp \ \ \ r \) 1 - OUT(N): 758, 81 ' _ s ca: OAS / V 1'I WHlrE LINE / (14 37'36"W 399.33 li ��-$9L----- _ 15' RCP' 15" RCP 4 y y PP ° CB ROM: 767.19' RIM: 767.82' !NV 765.88' j IN: 764.18' SSMH 00 L, 763.77' RIM. 770.59' THE FOLLOWING WAS USED TO ESTABLISH N.C.SP.C. INFORMATION: (1) CLASS OF SURVEY: A -URBAN LAND SURVEY (2) POS177ONAL ACCURACY 0.2' (3) TYPE OF GPS FIELD PROCEDURE STATIC, ONLINE POS177ON USER SERVIC,- (4) DATE OF SURVEY.• IIJ012019 (5) DATUM/EPOCH: NAD 83 (2011), EPOCH 2O10 (6) PUBLISHED/FIXED-CONTROL USE. COBS SITES DB5755, DM3995, D02638 (7) GEIOD MODEL: GEOID 126; NAVD 88 (6) COMBINED GRID FACTOR(S): 0.99984050 (9) UNITS: US SURVEY FOOT UNDERGROUND UTIL177ES MARKED BY.• RDL PRIVATE UTILITY LOCATING 6012 BAYFIELD PARKWAY CONCORD, NC 28027 (704) 492-4841 RDLLOCA TING®GMAIL. COM - 68\ F .'a .... BENCHMARK TOM HUNTER NAIL !N POWER POLE aDN 561096.SO E 1470817.91 (NALoa3 NAVD88) " I GH T OF WA Y PER MB 51J2_ 30 -NOW OR FORMERLY RHONDA & TAIRA PEEK DB 32030/470 LOT 8, MB 5/329 PID 08917106 FIRST AMERICAN 77TLE INSURANCE COMPANY POLICY NO.: 5011400-2305343e DATE OF POLICY.• SEPTEMBER 19, 2017 at OJ. 10 PM SCHEDULE B EXCEP77ONS FROM COVERAGE 1. TAXES FOR THE YEAR 2018 AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE. (NOT A MATTER OF SURVEY) 2. BUILDING RESTRICTION LINES, EASEMENTS AND OTHER MATTERS SHOWN ON PLAT RECORDED IN MAP BOOK 5, PAGE 329, MECKLENBURG COUNTY REGISTRY. (AS SHOWN) J. T17LE TO ANY PORTION OF LAND LYING 1MTHIN THE RIGHT OF WAY OF TOM HUNTER ROAD. (NOT A MATTER OF SURVEY) 4. EASEMENT(S) TO THE CITY OF CHARLOTEE RECORDED IN BOOK 4055, PAGE(S) 376, MECKLENBURG COUNTY REGISTRY. (AS SHOW) 5. THE COMPANY DOES NOT INSURE THE CALCULATION OF THE ACREAGE OR SQUARE FOOTAGE OF THE LAND. (NOT A MATTER OF SURVEY) 6. ANY DISCREPANCY, CONFLICT, ACCESS, SHORTAGE IN AREA OR BOUNDARY LINES, ENCROACHMENT ENCUMBRANCE, WOLAT70N, VARIATION, OVERLAP, SETBACK, EASEMENT OR CLAIM OF EASEMENT RIPARIAN RIGHT AND TITLE TO LAND WITHIN ROADS, WAYS, RAILROADS, WATERCOURSES, BURIAL GROUNDS, MARSHES, DREDGED OR FILLED AREAS OR LAND BELOW THE MEAN HIGHWATFR MARK OR WITHIN THE BOUNDS OF ANY ADJOINING BODY OF WATER, OR OTHER ADVERSE CIRCUMSTANCE AFFEC77NG THE 77TLE THAT WOULD BE DISCLOSED BY A CURRENT INSPECTION AND ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. (NOr A MATTER OF SURVEY) THIS 1S TO CER77FY TO -_ ----- _-------- THAT THIS MAP OR PLAT AND rHE SURVEY ON WHICH IT 1S BASED WERE MADE IN ACCORDANCE W17H THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND 7777-E SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES 17EMS 1, 2, 3, 4,6(a), 7(a)(b 1)(c), 8,9,11,13�,d, 14 OF TABLE A THEREOF. THE FIELD WORK� /W SCOMPLETED ON T HOMAS E. WHITE DA TE WM S8J56'12 E 200.54 (77E) __A4 r(FO ND) r (FOUND) ELEV 769.94' SSMH -� RIM: 773.24' C INV.- 762.60' SSMH .. BOLTED PP CB ��•. RIM: 769.61' -AG C INV• 766.12'\A GRAPHIC SCALE 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. TREE TABLE POINT NUMBER DESCRIPTI❑N 1 ❑AK8' 2 ❑AK16' 3 ❑AK12' 4 OAK22' 5 P❑PLAR20' 6 ❑AK24' 7 ❑AK26' 8 ❑AK10-•6' 9 VDIIAK15' 10 ❑AK22' 11 ❑AK18' 12 ❑AK10' 13 ❑AK15' 14 ❑AK20' 15 P❑PLAR18' 16 PINE12' 17 ❑AK10' 18 ❑AK20' 19 OAKS' 20 ❑AK20' 21 ❑AK16' 22 ❑AK11' 23 PINE11' 24 ❑AK18" 25 ❑AK11' 26 ❑AK8' 27 ❑AK18" 28 ❑AK26" 29 ❑AK10" 30 ❑AK20' 31 ❑AK10' 32 ❑AK8' 33 ❑AK10" 34 ❑AK12' 35 ❑AK22' 36 ❑AK8" 37 ❑AK8' 38 ❑AK8' 39 ❑AK8' 40 ❑AK10' 41 ❑AK24' 42 ❑AK10' 43 ❑AK20' 44 ❑AK15' 45 ❑AK8' 46 PINE8' 47 ❑AK20' 48 ❑AK10' 49 PINE12' 50 ❑AK11" 51 ❑AK8' 52 ❑AK10' 53 ❑AK8' 54 OAK 8" 55 PINE20' 56 PINE20' 57 ❑AK12" 58 8AK12' 59 PINE10' 60 ❑AK8' 61 ❑AK12' 62 ❑AK12' 63 ❑AK12' 64 ❑AK11' 65 ❑AK8' 66 ❑AK12" 67 ❑AK8" 68 OAKS' 69 ❑AK14' 70 ❑AK10' 71 ❑AK12' 72 ❑AK22' 73 ❑AK12" 74 ❑AK15' 75 ❑AK12' 76 ❑AK15' 77 ❑AK14' 78 ❑AK18' 79 PINE12' 80 ❑AK12' 81 ❑AK12' 82 ❑AK14' 83 OAK15' 84 ❑AK12" 851 PINE12' 861 ❑AK12' 871 ❑AK16' o N N a O CL C�l � m Lz N O � I-U � � r W � F � I N A ICARo',,, ss,0 AL SEAL �r ' • L-4B89 - = • , L •.��1 o ! � � m aO O en cif In Cq Cl- T x a� w j� J Z O J J — CL V ( W.1 GJ N CIA 3-- c x w `` Q � 4 m a Lw 3 0 w 0 a i EROSION CONTROL LEGEND TEMPORARY SILT FENCE CLDS #30.06A (SEE DETAIL 1/C9.00) X SUPER SILT FENCE CLDS #30.06B (SEE DETAIL 2/C9.00) TREE PROTECTION FENCE W/SILT FENCE DPROPERTYIC8.03) LINE LIMITS OF CONSTRUCTION/DENUDED LIMITS ■ ■ DRAINAGE AREA BOUNDARY O MANHOLE/JUNTION BOX PROTECTION (SEE DETAIL 4/C9.00) O CATCH BASIN INLET PROTECTION (SEE DETAIL 3/C9.00) O HARDWARE CLOTH & GRAVEL INLET PROTECTION (SEE DETAIL 4/C9.00) STONE INLET PROTECTION (SEE DETAIL 5/C9.00) SILT FENCE OUTLET (SEE DETAIL 7&8/C9.01) T� A / TIRE WASH �/ �/ SEE DETAIL 2/C9.01 C\ /� / CONCRETE WASHOUT �/ �/ SEE DETAIL 3/C9.01 -NOW OR FORMERL YN VIRGINIA KING BURRIS, ARRON BURRIS DB 333581949 ZONING. R-12MF CURREN T USE.- VA CAN T PID 08917104 CONTRACTOR TO MAINTAIN SILT FENCE ONCE SITE IS FULLY PERMANENTLY STABILIZED AND PHASE III IS COMPLETED. CONTRACTOR TO CONVERT SEDIMENT BASIN TO PERMANENT POND W/ EC INSPECTOR'S APPROVAL ss SS —SS - 1 Al -NOW OR FORMERL YN ELDERBERRY OF CHARLOTTE LLC DB 18202135 ZONING. R-12MF CURRENT USE. NURSING HOME � N PID 08977102 00 40 � I CONTRACTOR TO MAINTAIN SUPER SILT \ FENCE AND TREE PROTECTION FENCE / \ -NOW OR FORMERL YN ' CLEVELAND LYNCH JR. DB 12068IJ59 \ ZONING.- R- 72MF CURRENT USE.- SINGLE FAMILY l -NOW OR FORMERLY, \ PID 08917559 / MARIA RI VERA DB 128721172 ZONING. R-12MF ° CURRENT USE.- SINGLE FAMIL Y \ ° ♦ ,�� PID 08917558 r NOW OR FORME CECILIO VILLA TORO & MA DB 1257717i ZONING. R-12 CURRENT USE.- SINGL PID 0897755 VICINITY MAP NOT TO SCALE -NOW OR FORMERLY, RHONDA & TAIRA PEEK DB 320301470 ZONING R-12MF CURRENT USE.- SINGLE FA MIL Y PID 08917106 WM SS —SS —SS DESIGN RESOURCE a k ! U P LANDSCAPE ARCHITECTURE CIVIL ENGINEERING TRANSPORTATION PLANNING 2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208 704.343.0608 www.drgrp.com •``` \A ORPORATE SEAL ' o C-95 Q ^' ' C-2165 Ln, • NCBELS ,�' �� Rt DE CI IA L y��•. �P92220 • ��\ NG IN F_E VV . Mo\\N CONSTRUCTION DOCUMENTS 0 Q O a Z_ J W 2 Z D Z LLj J a 0 _ U F__ N LO J LU J Q J U) Q ti r Z O00 U (.00 07 M J Lu < C OY=, 2�<M ry n rn U)0) EROSION CONTROL PHASE III N 10 0 10 20 0 SCALE: 1" = 20' PROJECT #: 799-001 DRAWN BY: SAF CHECKED BY: TC MAY 1, 2020 REVISIONS: 5. 9/22/20 ADDITONAL PARKING ADDED NOTE: SEE SHEET C3.03 FOR CONSTRUCTION SEQUENCE AND EC NOTES i . — __ I...... —vi.... _i i .,-Vn1 W W W yy \\u. 1 VIVI 1 IVIV I LI\ IXLJ Copyright © 2020 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization. C3.02