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HomeMy WebLinkAboutSW3170302 (2)Site � wesl R-40 Elemente u PRII^F MII I� ENGINERING CERTIFICATION , a duly registered Professional Engineer, licensed in the State of North Carolina, do hereby certify that the drainage easements shown on this plat are sufficient to carry the one hundred (100) year storm runoff ` ,111 within the easement limits as shown. �\`\%�� • CARO ' ",,� N.C. P.E. # Date 1-\ 61 `F ESS�pLf (Signature and Seal) SEAL = _ 14959 E• GIN E, �S •C tT„ 1 Z� CURRENT OWNERS: KEELS RAMONA PRICE - - - GTON RQADLH ADDRESS: 9909 POTTERS ROAD TAX PARCEL NUMBER: 06-024-013CUSE: SINGLE FAMILY RESIDENCE CURRENT ZONING: R-40 i IJI-- ------------------ a STREET LIGHT N...................... ..................................................... .. .. .. (TYP.) o, _ i - / 1' n' 1 1 .......................... ...'.................................................................................. ..................�.. V.rW..... ..... ...W. .. . ................ PROJECT ENGINEER: JOHN H. ROSS, P.E. / rr :7> ...................' .......'..'..'..'..'.'.'..'...tea _ STREET ADDRESS: 2013A VAN BUREN AVENUE i ......"............... wry.. Q "... 90° ��5 PROPOSED MAILBOX CONSTRUCTION .................. _ f .. ,,cn... COMMON OPEN _ SAS �f / CITY, STATE, ZIP INDIAN TRAIL, NC 28079 �- 1 o - ... 1r i• EASEMENT PHONE: 704-882-4222 �J "" SPACE 90° , _ 1-' � �„ ., ,•;�,�,�.., ��. . .......,�.... '.':.� 373,170 sq. ft. FAX: 866 775 0329 :.:::.:.:.:.: 3.567 acres - A� 20 P.S.D.E. \ W N!:::: ................................. \ o 57 00' -i7.i::c:?:_:::'r' .:i?: •:j•,�•:: _�j••::i: EMAIL: JROSS EAGLEONLINE.NET P y.�.'.... ` - - 7 00' LOT : 23 OWNER: GRAHAM VENTURES, LLC.'' ,� R��E % / CURRENT OWNERS: HELMS JAMES D .............� STREET ADDRESS: 2701 COLTSGATE ROAD, SUITE 300 : :' / LER 39 76 22 0 LOT : 24 1 6,171 sq ft /// ADDRESS: 6101 WEDDINGTON RD CITY, STATE, ZIP CHARLOTTE, NC 28211 "/" "".� p,R6 `� �g ' LOT: 25 aJI f +/.: TAX PARCEL NUMBER: 06-024-014 .... . W o 7,074 Sq ft a I J / DB: 3900 PG: 015 PHONE: 704-552-5338 x ....:: i ✓ / o i STREET LIGHT /6 °� \ o LOT : 26 :05,726 sq ft "Pt 1oo.oa' / s USE: SINGLE FAMILY RESIDENCE EMAIL: MEL@GRAHAMENTERPRISES.ORG .........................' '::'::'::'::':� OUTDOOR (TYP.) I o LOT: 27 : o5,7Q0 Sq ft I I I / CURRENT ZONING: R-40 of o \ DEVELOPER: BMCH NORTH CAROLINA, LLC ....:':': ":'� AMENITY AREA / 5' s.aa' LOT : 28 I °5,700 sq ft /.;.: -•.,' STREET ADDRESS: 10735 DAVID TAYLOR DRIVE, SUITE 310 /' 59' \ g\ 0 20' P.S.D.E. I :: X;/......... y i (HOA MAINTAINED) / loge LOT : 29 , 0 6,060 sq ft 1� \ �- o LOT : 22 f .. .... \ o \ 1 /, 100 YEAR FLOOD EASEMENT CITY, STATE, ZIP CHARLOTTE, NC 28262 l� ,�'' ° \ 5,981 s ft 20' P.S.D.E. 1 ^ 5,700 s ft / CONTACT: WALTER NICHOLS " "i' Q 9bb, LOT : 3O q L� 0' / q / EXISTING STREAM PHONE: 704-943-1327 ... ' r. %+ \� \ o g \ \ I �a2.6T -62.91 / �,: . •. EMAIL: WNICHOLS@BENCHMARKCOMMUNITIES.COM PROPOSED WET 20' P.s.D.E. LOT : 31 .'g ,002 s ft ` \\ 1929' 31.17 1097 N . 11 11 100.00' PROPOSED 5' o PROPOSED 31.24' (o / I// K. POND#1 EASEMENT �� \ , 0 5,950 sq ft 20' SEWER _ 2y 76 �// / CAH 015RENT OWNERS: ORNAMENTAL h/ 0000 / LOT : 32 0 \ 13671' I I I BORROWER LLC - - \ BARRIER FENCE ^y. 7,127 Sq ft EASEMENT 22. 2' II % - - ADDRESS: 9305 VIA DE VENTURA SUITE \ I LOT . 21 / / / / / \'°o \ \ 7 0 LOT : 59 LOT : 60 M� / TAX PARCEL NUMBER: 06-024-137 ------- ------- \ LOT:1 0 /, o o M::]::v­:.'/__.j:.' / I 6,543 sq ft 20' 561j LOT : 58 6,728 s ft 8,530 s ft 6,440 sq ft I ^// DB: 6468 PG: 001 I \ a' I o o q g I _ 20' P.S D E • ? // USE: SINGLE-FAMILY RESIDENTIAL \ �o . LOT: 33 P.S.D.E. 1 1 LOT : 57 05,718 sq ft I 1 / / CURRENT ZONING: R-40 ' \ 6 871 s ft \ 5,971 s ft � � � 100.00' / l / I I o z I I o � � . \ � q 1.64' \ � LOT: 56 • �, q ^' • � \l0000\ / /\'o S5g1 \ 6,554 sq ft' I TYPICAL TYPICAL \ h / p\ 57.00' / h / h o \ > LOT: 55 1 1' I / / ^+ ( > \ 32.3 J 42... / FOOTPRINT o FOOTPRINT o "\ / \ 5 6,847 sq ft 00 26 c / LOT: 20 LOT : 2 �' / ti LOT : 54 39.23' ?43 ®I F I I . \ �/ �� PROPOSED RETAINING WALL TO 9 0 20' P.S.D.E. 6,543 sq ft o LOT : 34 °9 17. 7' 6,701 sq ft 409 I I I Z I I I I.\ o �5. ^ LOT: 53 n . 7,149 sq ft \ °• 1, x /., BE DESIGNED BY OTHERS, H.O.A. ,p2�,CG o W o 7,835 sq ft \ 6,861 sq ft w� 4/ u' `ScP�9��' I I I O / \ \ / OWNED AND MAINTAINED q F N LL I I I N \_ 1P.100. A \ I 100.00` .. / oh � 9 4.51' \ Aa �' \ �l / / : i / OG �� • s 2 0' Y O 0000' \ \21.03\ �L\N/6186708' a LOT: 52 L,OT //3 19 , / /P /• /® oLOT. 3 /) .•8,756 s f 5835 s f 6,543 sq fo�.�Q2jF�Cp 'As• 7.5' (TYP) 15' �- 7.5' 3° l \ 100. °� / G'. S \ L LOT: 35 P s' oo // 100 YEAR FLOOD EASEMENT �/ Q� F 1ao.00' 7,805 S ft R �o PROPOSED RETAINING WALL TO \h oo �\ / ®® / QoF2 ��, \ q v Rc a BE DESIGNED BY OTHERS, H.O.A. h \/ 57.00' - 64.50' L� SO / OWNED AND MAINTAINED ® // t� O C 9 LOT: 18 / /� / /�owq�R l jI� 20 P.S.D.E. �.3�� > \Q" TYPICAL INTERIOR TYPICAL END/CORNER \ I N , - 103.00..-. i,36 21.03 w AMENITY PARCEL / 5,700 sq ft // /ecu / / �kA SS.6S, O , 0� LOT LAYOUT LOT LAYOUT - •• m LOT : 4 _ �9 26 524 ft / /® / DS qRo //op �ti Re. N100.00' ^ - 3 LOT : 47 s 10 00, cP \ I 6,543 sq ft - q \ o x6,283 sq ft /Z ;1' o�RR�FFgsAcFR os �FFo LLOT: / /� 4f': 'VT2o L� Y,Q�'j 024 3< -IL X1000 .. LOT : 36 42 LOT : 48 LOT: 17 l' 50' \ 1 1 \ LOT : 51 1 , \ \ > \ ' / / / / / N Sr 9 RIGHT-OF-WAY \ �• 7,849 sq ft 9,168 sq ft / 6,862 sq ft a 603 \ 20' P.S.D.E. \ / 6,107 sq ft �ry ®/ Roo \ / < \ LOT: 5 w ✓� \ N� V yo^ a� b '0000, /6h 20 P S D E /. 20 P S D.E :\ / \s ^b \ °° \ /� f 6,304 sq ft �/ �\ / LOT : 49 1900 \ \ NEW PAVEMENT NEW PAVEMENT �' N\ \/ ,10°00 °� 4 s' LOT : 50 I I oI \ °' \ / // / CU / G� / // 10,318 s ft o 6,800 sq ft \ /8�,� 6 ^ LOT: 46� \ LOT : 16 / �- / /� HARING OD O / LOT : 37 / g V 5�° / / / / DDRF OD w�IER 2� \ / \ �. \ I I 6,399 sq ft \ / 6,215 sq ft , / .. // TgXP�S: 6112PSTEpHgNI v n 6,016 sq ft NMP E T PROPOS ED 2' -AV O m PROPOSED 5' 39 a^ 'o N Dg: NUnjg ERNIC y O .. �� �• ' 1 �a oo \ yam. 000 �� % / SF• 31p ER. KEL / VALLEY CURB AND f 2 N >_ oo p� ORNAMENTAL FENCE L� 06 0, I / SIN 6 PG. _'j -U24 ON GUTTER (TYP) PER o m LOT : 6 p // �� LOT: 45 \ \ C(r GLE Fq 53p -14 p / NCDOT STD $46.01 pPi 7 NtP G s, ° 2zsT 5 \ RRENT MIL y R / 2% _P 5�� �G�G��•�cn 6,220 sq ft / 106.09' \ 6,504: ft OT: 15 \/ ✓ 1 / ZONINGFSIDENT / \F Zcn 2 n 10° zs3' LOT : 38 o OPEN SPACE - 1f ^ 5g. �. ° q /: 51 / / EXISTING STREAM R-40 IAL �Op ��� < n� � >\ �� y°�� o \ � 6,473 s ft > �2 G m 1 5,700 sq ft q 5 00 s ft\ ° �� // I PROPOSED 5'\ tJ G � y `-a ° 0 6,615 s ft 20' P.s.D.E. 'Ooo � f® / 12° 12° SIDEWALK (TYP) PER O N t� o 1 s, / \ q g. o /IF NCDOT STD 848.01 2� ?? ?1 - LOT: 7 1 ° 06 �o cd°o ^ / % / /� 100 YEAR FLOOD EASEMENT / o n G oo' o, y9. °o . PROPOSED 2' VALLEY CURB AND 5,747 S ft /° LOT: 43 PROPOSED 5' N / 4:f // I CNRR PAVEMENT SECTION: �� o m q \ / / / HgRING ENT OWN l GUTTER (TYP) PER NCDOT STD 846.01 1.5" S9.5B ASPHALT CONCRETE BASE COURSE �� N�4° \ s LOT: 39 0 950 sq ft ORNAMENTAL A 3gIl4E ERS: ALL CURB AND GUTTER SHALL BE SET oo� �5 \ o� DRE S & IMMEDIATELY UPON PROPERLY PREPARED o G1 0 00. s 2 0 1 \ SS: MIC / ON 6" OF ABC FOR INTERNAL ROADS STONE BASE �_A � 5,700 Sq ft /� o BARRIER FENCE PROPOSED 20' / / d �qX P 6114 PNMP HELLS ZO w to ° o °o' SEWER EASEMENT ARCEL ER LAD l • 1.5" S95.B ASPHALT CONCRETE BASE COURSE \ \ 355 LOT : 42 / \ Dg: NNMgER: o6/CKEL LN Z / UPON MEETING REQUIRED HOUSING DENSITY (70% 80%) n LOT: 8 °o X\5 ,950 sq ft \ o PROPOSED RETAINING WALL TO U Ed RR 6653 PG 396 024-141 • 0, COMPACTED AGGREGATE BASE COURSE 5 5 0_ / �% BE DESIGNED BY OTHERS, H.O.A. f� RREE FAMILY J` ,......� 5,700 Sq ft � . Acd �� ° � � /OWNED AND MAINTAINED NTZONINRESIDENTI 6 LOT : 41 ° \ STREET LIGHT /::::::::::::�: :::::::::::::::.... -: G: R-40AL l -' .rte oo NCDOT TYPICAL SUBDIVISION ROAD SECTION \ 1° . 5,700 sq ft yo (TYP.)vo- l (NOT TO SCALE) \ ° "h LOT . 40 °� FZ\�� PROPOSED WET / L':' �t�.�".. r�+'�co :. LOT: 9 � � \ y �� POND#2 EASEMENT �� „ '• '•'.��;: \0 ,q ft 5,950 sq ft o 6395 s 10 SITE AND DEVELOPMENT DATA JURISDICTION UNION COUNTY, NC TAX PARCEL(S): 06024013B SITEADDRESS: WEDDINGTON ROAD ACTUAL ZONING R-40 WESLEY CHAPEL ZONNING PROPOSED ZONING USE CLASSIFICATION RESIDENTIAL TOTAL AREA 24.04 Acres AREA IN LOTS. 9.02 Acres COMMON AREA (INCLUDES PROPOSED WET PONDS AND TREE SAVE AREAS) 9.36 Acres RIGHT-OF-WAY (INCLUDES OFFSITE ROADWAY - HWY 84) 5.65 Acres MINIMUM FRONT SETBACK 20' MINIMUM CORNER/SIDE SETBACK 15' MINIMUM REAR SETBACK 10' MINIMUM LOT SIZE 5,700 SQ FT MINIMUM LOT WIDTH 57 FT DISTURBED AREA 18.63 Acres LOT SUMMARY TOTAL LOTS: 60 ROAD ROAD LENGTH .- 0 0 Cl) zZ REQUIRED PROVIDED LONGSPUR ROAD 196' MINIMUM LOT WIDTH 57' 57' WARBLER DRIVE 1,461' MINIMUM LOTAREA 5,700 SF 5,700 SF PINTAIL DRIVE 1,117' SETBACKS BRAMBLING COURT 445' FRONT 20'(25' TO GARAGE) 20'(25' TO GARAGE) TOTAL 3,219' REAR 10' 10' a SIDE 7.5' 7.5' CORNER 15' 15' ,Jr?; �;:c.:;;;.•..`:;>::;; :•`.• a �• ✓ :.:: ����N�o PPP pG �� ON\ // / // Tq�A/22A�gR/vTOil, < // �. .: c<..:..,...:.:,....,.....,..,..• PROPOSED 20' SEWER EASEMENT r SRC �2io OQ ec°,Q F�4S. �� o/�RF oG,R o FtiT M2 NT 6 6 02 tiF / 40' TEMPORARY CONSTRUCTION EASEMENT / / CDS ZOrj7� �SSF' �S 4/46 / r X00 �Fti c R /1'�SS TOIL 40 /4 / % cD/IV,cFl ti MA�FN� RFN �qs AceFR oo�S�R GRAPHIC SCALE / / T 1 LIZ 1 ,QS/8 6- j 0 Z 4 I OyvM 0 60' 120' r4cc ( IN FEET ) 1 inch = 60' ft. W Q) M Q UL J � N U z00 Uj J LU Z Q U wQ��z zUjLLJw T W J J = O� 01) 0 M r- .- 0 0 Cl) zZ z z WO � 0 o�M co z m � M z 0 o J 00 �- oma= \CL U Q c N.! - LLA W Cf) 0 z W rn U c r\ 0 0 m a J M N QN N N Cr U 3 .l 0 0 z .� m-� WW -d _M F_ F_ Y C) N W Q) M Q UL J � N U z00 Uj J LU Z Q U wQ��z zUjLLJw T W J J = O� � 2 M r- m z z W co U Wco � z 0 o J 00 \CL (L (L U U cL 0 0 o M Q Q co z z .l 0 0 W z z 00 F_ F_ Y Of Of W W IL a m U) U) z z U U W cn cn U) Lu Lu } m Y Y H o Q (.0 N M O Z � N W Q) M Q UL J � N U z00 Uj J LU Z Q U wQ��z zUjLLJw T W J J = O� FCARo 0 SEAL = 14959 _ / vs, F/VGINE�� �0 ` Sheet C2.0 � 2 M r- m N c,� W W co U Wco � z 0 o J \CL cL Q o M 0 co z z .l W ~ o W Y O = m co 0 W z Cn W ❑ U (n FCARo 0 SEAL = 14959 _ / vs, F/VGINE�� �0 ` Sheet C2.0