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Home My WebLink About20080652 Ver 3_Stormwater Site Plans_20080602 SITE DEVELOPMENT SUMMARY: #205-173-01#205-173-06 ........... ...... vcrAx PARCEL NUMBERS:EDENS &AVANT FINANCING 11 LP, \\CITY.OF CHARLOTTE -173-02 600 E 4TH STCHARLOTTE, NC 205 1901 MAIN ST STE 900 28202 COLUMBIA, SC 29201-24�5 : 2) ,SITE JURISDICTION: .......... ... .... 00 EXISTING ZONING: B-11 :< -INST CITY OF CHARLOTTE EXISTING USE: GOVT EXISTING USE: COMMERC u 1AL 3(CD) EXISTING ZONING: TOD-M:D REFERENCE: 9675-229 DEED REFERENCE: 17540-337 t#205 173-10 Z o 3)TOTAL SITE SF(ACREAGE): CITY OF CHARLOTTE 2,037,649.6 SF (46.778 AC) 0 rq 600 E 4TH ST rn 'R AM'O'PARK yi r6 CHARLOTTE, NC 28202, 000, .4) EXISTING ZONING &USES: EXISTING ZONING: TOD-lvI TRANSIT ORIENTED DEVELOPMENT- MIXED USE(TOD-M) E EXISTING USE: VACANT U- v -VACANT/ UNIMPROVED DEED REFERENCE: 20281-747 (u 5) PROPOSED USES: o :.EDQSTRIAN CONNECTION -TOWN HOME FUTURE - ND RIDE FAC,ILITY .. -APARTMENTS—7— A"T&PARKA MID-RISE/HIbH-RI8E\ UTURE&REET ............... -CONDOMINIUMS -am ro -CLUBHOUSE z RESIDENTIAL E 10 3#205-171-26 ............. DEVELOPMENT JIM S BURTON AND JANET E . ......... .... > 6) DIMENSIONAL REQUIREMENT BURTON 7716 ENGLAND ST#B BUILDING SETBACK: TO tAL 40� -5 "E 17 5 o 16 FEET ALONG PUBLIC STREETS (FROM BACK OF -5954 CHARLOTTE, NC 28273 CURB) S70 EXISTING ZONING: BP SIDE YARD: NONE REQUIRED EXISTING USE: WAREHOUSE REAR YARD:DEED REFERENCE: 07680-715 NONE REQUIRED GENERAL NOTE: 1. PROPERTY BOUNDARY, TOPOGRAPHIC INFORMATION AND WETLAN n L L. SURVEY PROVIDED BY: BEXTO m z 7 STREETL m —---------Lft HUN 8K- 5T RIGHT-017-WAY CAROLINA SURVEYORS,INC. -0267 P.O. BOX 267 PINEVILLE, NC 28134 Go .............. 2. GEOTECH INFORMATION PROVIDED BY:205-171-32 E> ...... ......"q I I ' r* ::.-. - TAI AND ASSOCIATES, PLLC FUTURE a) 0 L4 - 0- 0- 0 GB ARROWOOD LLC MID-RISE/1-11UH-RIbE. ...... 5561 MCNEELY DR., SUITE I 01 RALEIGH, NC 27612 0 7730 ENGLAND ST 6 RESIDENTIAL N) . ...... 3. PLANIMETRIC INFORMATION OUTSIDE OF THE PROJECT BOUNDARY AND =3 n ADJACENT PARCEL INFORMATION PROVIDED BY: EXISTING ZONING: BP 0 In ul E MECKLENBURG COUNTY ENGINEERING AND BUILDING STANDARDS CHARLOTTE, NC 28273 DEVELOPMENT TtT-EXISTING USE: OFFIC DEED REFERENCE: 9097-887 DEPARTMENT DELD(DEMOGRAPHIC, EMPLOYMENT AND LAND FV] FV DEVELOPMENT) INFORMATION SYSTEM......... ov GE STREEL DOVER 57'RIGHT-OF-WAY 4. THE DEVELOPERWILL DESIGNATE THE PUBLIC STREET SHOWN WITHIN THIS SET AS "DENMARK ROAD." HOWEVER, IF THE CONNECTION FROM DENMARK ROAD TO SWEDEN ROAD HAS NOT BEEN INITIATED 24 MONTHS AFTER THE COMMENCEMENT OF CONSTRUCTION, THE DEVELOPER WILL ........................... 7-- ------------- CONTACT THE CHARLOTTE-MECKLENBURG PLANNING DEPARTMENT AT ............................ 6 (704) 336-2205 TO REVISE THIS STREET NAME...............Iu:IM�-RIAL C-' IE 11VI .. ........ NOTE: I t I TER LINE vu vwv..lom ................................ ..................................... ................... THIS CONCEPTUAL SITE PLAN IS SCHEMATIC IN NATURE AND IS PROVIDED TO (130' RAIL RIGHT OF WAY) H W THE DEVELOPER'S INTENT. L CATIONS AND f ORIENTATIONS OF FEATURES LOCATED OUTSIDE OF THE PROPOSED AND EXISTING RIGHT-OF-WAY ARE SUBJECT TO CHANGE PRIOR TO THE CITY OF CHARLOTTE 600 E 4TH STCHARLOTTE, NC TOD/MULTI-FAMILY REVIEW SUBMITTAL.—W.H TBY MOORE S RE5T RlGtfT-01F-WAY i 57 -,-- 28202- I z EXISTING ZONING:TOD-M IDEV�LOPMENT DEED REFER NCE: 7540-337 U) m#205-171-27 ;00.0�,S N3 ALI AN J INC �!U I 750 IMPERIAL CT CHARLOTTE, NC 28273 C 205-173-09 ISTING ZONING: BP OUSE EXISTING USE: WAREH LEMRAC INC 5 8o30 ENGLAND ST LED REFERENCE: 07540m12 0//l CHA , NC 28273 IC/) EXISTING ZONING: BID z <EXISTING USE: OFFICE INJ WATER QUALITY;DEED REFERENCE: 8727-986 DETENTION AREK' z �--VVINE$OfT,DAK CT. -co z .... ...... T_ u ILL #205-171-31 w Z'Erx QUAL1.1 i i V,PARTNERS LLC ENTfON ARE A z....... ... .EQUITY INVESTMENT > ry m i F:�PO BOX 7007 C 0 LL CHARLOTTE, NC 28241-7007 >EXISTING ZONING: BP EXISTING USE: OFFICE o DEED REFERENCE: 8308-342 -n V) -7 >........... I .... ...... Lu -.777777.----------- ........ .... .. L#205-171-30 IMAD BEFORE YOU DIG! F ZEITOUNI 0 ..........6809 H CALL 1-800-632-4949 � 4205-165-09 . ....... IATTON CT N.C. ONE-CALL CENTER CHARLOTTE, NC 28277 REAGENTSINC ....... IT'S THE LAW! EXISTING ZONING: BP 41, j PO BOX DEED REFERENCE: 19730 ....................CHARLOTTE, NC 28224-0746 VICINITY MAP- NOT TO SCALE EXISTING USE: VACANT -493 TA 65.0'NING: B-D,1-1, 1-2 v EXISTING ZO 9 #205-165-08 1 1 N)CHARLOTTE 65e EXISTING USE: WAREHOUSE LLC C W HOLDINGS OF:'DEED REFERENCE: 03982-796 EXISTING ZONING: 1-1, 1-2 00 4765 SWEDEN RD --------------CHARLOTTE, NC 28224 #205-165-04 I ING USE: WAREHOUSE CITY OF CHARLOTTE DEED REFERENCE 17644-302 C............f 600 E 4TH ST #205-165-1 0 C L 1 ICROW CHARLOTTE, NC 28202-2816�j N ATLANTIC COMPANY LLC EXISTING ZONING: 1-2 z EXISTING USE: WAREHOUSE IYSA GTE WIRELESS INC 0 4700 SWEDEN RD -370 DEED REFERENCE: 04147 Lu CHARLOTTE, NC 28224 IEXISTING ZONING: 1-1, 1-2 EXISTING USE: VACANT/OFFICE < AI .................. < Lr) 'o z Maron �at............... CD ...... . ......SWEDEN ROAD U C)(D >-Co -L 11 Wad.7 BLIC-FUW)&'66* w 66 7 1E)i 65.07' U -,I 4- Lu z.............. uj u< Lu <Lu U T_ C)Co Lu Llj ........... u 50' ol 50' 100, 200'N:\_2007\1007154\CAD\DWQ\7154-PLN-OVERALLdwg,C-1.3,5/28/2008 4:32:39 PM,jkaiser,LandDesign,Inc. z O O oCD o / un NJ co N \ O / Oco / / O 0 OLn 1 ' N CL 3 � 1 1 � I LD 1 Z to _ ( 1 S \ �p m I I n O I� } I I (M/H:Dnend JNIlSIX3,09) rD- W&I onand JNUSIX3,09) � 13M11S aNb�JN3 C� -- -- -- -- -- - — — -- - �. -nl�. _ / -) 133�I1S 4NV71ON3 — — 3N17 831VM 2S J, 2 J"j _ .� — — �,., m 6L 'P l L �;,Z�,l 1.S ZN _ _ So t�r M 'M W W W. .._ —_— 3aoV[zo. a ��IH7511 ,TZ St�Z — _I_bd — — — — —— — — ----��- —-- '� M_ 609 od FZ ew. 7 C ) -71Of,t 1.9EN 311 D did — a3Mod 1N31Y3SV3.unan,Ot add e0d ( Y3MOd , 608 d f Z 8/Y I €B f N dbd o m I I 3 °; i ,�i' ii ; f tn�w3sv3.unan.oe Nn I ff , I u r III Q ♦ mm I I ( ! w r II ( ff e 1 41 — :I dv6, I — — — — vM•ao'1Hola.s — _ — i y} Z m Q dib -\\ I I A L. 13381s O13133n1a ; t\ ' I z I r• o) i / D I y ;p 3, 900.£ZN \ OL 'Bi�Z 3„Zff,l 1, iCD - - - ¢- I D I D I I o CDm m I( CD 00 i i I I v I I t n o� •\ I J9F / ✓' :J3L1L6'Sh'M043f1$NIV:' — — — AtlM'd0'1H01a.LS — -- AVM•a01H01a 1: — — \ 1 \ n �' I 133tJ1S SNM00311SN1 133a1S SNM0031 SNItl 00 T7 1 , 11N II I I II m \\ V II (� } 1 I If, f sx {• I � � 1 I I I I I 1 1 f 1 t I I I \ �yF�s9�\ Z 10� D I I ( I I I L I I tPrF� `� � 5 I I �I 1 1 I I \ `t ."t CN rl D I ,' s` -. 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I O 1 1 1 ❑ 1 n rn TF>> o00 13MUS aNV IONS o 00 ' oz N , 71 z 0 0 0 -1 &m // 00 CTI 1 D yay = o o �aNU11 r rr0C m D0N o m moo s z(0 xop o �� o m�,_ O Cp .y �Np o 8(0) RRipoR ma`s`* ST e<(ro o CRtIVAEMOSI Hif10S m DATE: 03/14/2008 REVISIONS: DESIGNED BY: FJM ® LEY FORMERLY KNOWN AS "ARROWOOD STATION" DRAWN BY: FJM Not for Construction CHECKED. BY: FJM. Q.C. BY: KWV TO D�1 1 SUBDIVISION SUBMITTAL SCALE; I" - 100' - 0" U Issued for Permitting . T•, PROJECT #: 1007154 = 'z rn'D �: n ARROWOOD STATION, LLC; CHARLOTTE, NC 0 Issued for Pricing :� 7 G ?' 223 N G 177raham Street Charlotte, NC 28202 SHEET#: Issued for Construction r''`flG' 1,��' V: 704.333.0325 F: 704.332.3246 PRELIMINARY PLAT INDEX SHEET °''''��L � �'' ® 1 .4 <'"'"�'''�ff1llll1 ��` WWWLandDesign.com d� V/ \CD� / o 00 � �; Gv ROADWAY NOTES: • z D / �t. I 1. THE FOLLOWING PUBLIC STREETS WILL MEET THE REQUIREMENTS OF THE M 6 Lo •� �I RESIDENTIAL STREET-WIDE SECTION (WIDE STREET SECTION IS BASED ON C-1.14 o N 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES, PAGE 110): -a a..AINSLIE DOWNS STREET ei: o c. BLUEFIELD STREET W d. BEXTON STREET M I e. DOVERIDGE STREET 0 M C i M Z o f. WHITBY MOORE STREET J rel W I■■-I N > 2. DENMARK ROAD WILL MEET THE REQUIREMENTS OF THE AVENUE STREET I / , ,�,O��Jf.' / // S56°0T 19.83°E .I SECTION. ( WIDE STREET SECTION IS BASED ON 7 / /;'�, /Q� .� / 65.332 . = I 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES PAGE 76 3. IMPERIAL COURT WILL MEET THE 04:.• •E s; '•.� � ' E REQUIREMENTS OF THE RESLDENTIAL STREET-DIVIDE SECTION.(CLSDM # 11.03) 5 - z11sa orz ARROWOOD PARK AND RIDE 4. AINSLIE DOWNS STREET (PRIVATE) WILL BE BUILT TO MEET THE REQUIREMENTS OF THE N I c>, / / / / O FACILITY RESIDENTIAL STREET-WIDE SECTION.( WIDE STREET SECTION IS BASED ON I,.I / / // �� 10-22-07 APPROVED DRAFT OF URBAN-STREET DESIGN GUIDELINES, PAGE 110) 6 C-1.14 i 00 U ._ - _ ( I / -/f �' / / CONCRETE BANDING G,s TEMPORARY BARRICADE p L p 1 AND ROADWAY MARKER i c t1 Q- U / r SEE INSET 1 2 EXISTING ADJACENT PAVING o 3 4 U O p O S 2 .1 REFER TO LAYOUT PLAN E_. THIS SHEET 5 6 38 3 E G.i6 G1.16 Gi.,6 Ca.,6 ( '>-- �e� I I E O = _ 366.750 - � L 21.206, R 13.500 EXISTING 2-6 CURB .: o m A=90.0000 AND GUTTER I z - - - ,•= �:: O� Q V �/ El _ N12 07 48.89 W 2-0 CONCRETE BANDING /� /� .� I, 0, 27.316 _ SAW CUT INTO EXISTING PAVING - - o� O `! ' •. /�..... p - G / \ \ I END F 0 ARROWOOD STATION DRIVE RIGHT-OF-WAY � o END OF PUBLIC M INT ItiT1�NC� �� PARCEL:4 I ; : a '/zin BITUMINOUS EXPANSION _...._ _.._ - ....... ...... ....... _....... .._ .._._ _ j 3 `t✓s,. Area: 159491.92 SF - -' � 9 0 � _- - ,� \ 0 JOINT.ALLOW/In RECESS r- B - I Fz ELOW TOP OF SLAB TO L=21.206, R=13.500 SEA�. W/ ::: ,,��:� ,1��• L WATERPROOF 00 SEALANT _ €� q=90.0000 o SANDBLAST DBLAST 1 -0 TEXT i .f L-19.443 R-13.500 ' "END OF PUBLIC MAINTENANCE" A_82.5207.050 71°24 05.15„E N14°51 48.55"E .' '° I CONTROL JOINT TO BE 1-" 16.421 \ 10'x 10'SIGHT TR NGLE,TYPICAL 1 o f L=22.296, R=330.000 I 16.604 /In x 1/In DEEP W/ \ ..... -` STORM DRAINAGE EASEMENT,TYP. r ��:: ARROWOOD STATION DRIVE o Io ( L=31.579 R=178.500 �v = WATERPROOF SEALANT SCALE : 1/4"= 1'-0" o rn I A=3.8710 4 I _. . o I I A=10.1365 PARCEL: 2 0 I _ 201.5 �g i NOTES: z + k I I Area:29077.86 SF I I 00 Z 1.WATERPROOF SEALANT TO MATCH CONCRETE COLOR. O I I � L=19.658, R=13.500 I I = I _ A=83.4325 o, o::.; I 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600psi @ 28 DAYS. I-- : 100 = I I 200 F„ 04 0 3. CONTROL JOINT SHALL BE SPACED AT 10-FOOT INTERVALS. S14°51'48.55"W I 2 N RIGHT OF WAY,TYP. f ,co o = �8 4.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVE METHODS. 15.936 I ILl I 10'x 10'SIGHT TRIANGLE,TYPICAL 8'SIDEWALK,TYP: 4 ° L=21.495, R-121.500 I G„< I Lo I ° WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH OF 1/In SHALL BE OBTAINED. cL of ENGLAND STREET To FACE OF I I - I I 1 N 5.TOP 6in OF SUBGRADE BENEATH CONCRET ANDING SHALL BE COMPACTED TO 100%STANDARD PROCTOR CURB(TYP) m A=10.1365 I I ° F I - t ( 2.5'CURB AND GUTTER,TYP. G,.,4 L-21 206, R=13.500 I 16'SETBACK LINE,TYP. L=21.206,AR90 0000 I I DENSITY. O J l�7 0=90.0000 I - I 6. EP D OF PUBLIC MAINTENANCE TEXT SHALL BE SANDBLASTED OR FORMED INTO CONCRETE BANDING TO OBTAIN I I I _ 0- 0 ( I L=21.206, R=13.500 SIDEWALK EASEMENT,TYP. 8'PLANTING STRIP,TYP. I 1 1 L=21.206, R-13.500 Q`� I I A=90.0000F/- �_A=9016'SETBACK,TYP. I I I A MINIMUM DEPTH OF/rn. O Q / 5.7 - - - - - - - A.0000 26.0' - ,, tj KEY MAP - NOT TO SCALE pe- N I So-00'00.00" J 15.` �_ 006Z Q 0 ��s. - o_ _ o0 3Co 00 BEXTON STREET o _ o _ o o o BEXTON STREET I o `'� z �5 57'RIGHT-OF-WAY o r� 5T RIGHT-OF-WAY D_ LL I I I c7 ,n 22'(TYPT + z t Z I oo W ; DW 5 � Z zim ILo _ m - -- - - -- m - my ' .- - ` f � m I I o m O 35.292 2 . ' �I - - - - - - - -- - - - -- - - - z.l _ _ ZOE-R=f3.500 z I N olo moo. ��O i o : ( - -- - -- - - - �-. o GENERAL NOTES: � z „ cn . -, =, A-90.0000 �, z z L Cn Y Q m I ( I I I I L=21.206, R=13.500 I O z I L=21.2 6 R=13. 0 I I cn I O �- X I I I D I A-90.0000 L=21.206, R-13.500 I " cn o0 0 , 50 <p� v cn I 1. CURB&GUTTER TO BE REMOVED PRIOR TO PHASE 1 EROSION CONTROL - r I PARCEL: 1 I m - = cn Q A=90.0000 0l y I = o U D I N j( I m I A=90.0000 I -i m I (STA.7+93.42-STA.8+41.65). CURB&GUTTER TO BE REPLACED ONCE EROSION Z -1 . I . Area`.65263.41 SF -I I I I v oo W C/� U -I I o N I ( I I m;� o I -m-i ( CONTROL INSPECTOR GIVES APPROVAL TO RELOCATE CONSTRUCTION ENTRANCE O o f - z ( rn I I m ! PER PHASE 2 EROSION CONTROL LOCATION Cn `� __( C J z p I I i l� :: ..: I N � oOOZ _ I m ✓I m � > _ E" \ 3t00 I 4 00 N.._.. Q z Q Q� N o I N o ro o SWEDEN ROAD LL Q O J \ WATER QUALITY/DETENTION POND ui r?I `. M 5'E P C_j o �$' W F- CL C�1 I a ° 1 F-- r" v I iV'25° 11'32.31"E I 5T i I 5T � , .� PARCEL: 5 � n rn I 447.738 I - I I Area: 71893.31 SF I I W Q � I � 1 � I I I � o e PARCEL:3 I I L=21.206, R=13.500 I I �. z oo I P I 25'EOP Area:42363.97 SF 1 I A=90.0000 ° L=21.206, R=13.500 I _ 35'x 35'SIGHT TRIANGLE,TYPICAL o+ I I F I A=90.0000 J 00 v SEE GENERAL NOTE#1 O II I NI I tl l - -- - - - - -- - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - �00t6l O W - - � 1 _ 4100 20'EOP I 5100 , :Ft�S Q Q- I I o �,' ( N o o_ o 0 ( I I II L=21.�Ob�i o 0 �o - BEFORE YO U DIG!� � DOVERIDGE STREET o o o o� REET� o I DOV L N M 57RIGHT-OF-WAY n 57RIGHT-OF-WAY N G ONE-CAL CENT ER • (� I A=90.0000 DW 9 IT'S THE LAW! _ - - - - _ O I o ° ,�m END REMOVAL I O - I �• I L-21.206, R-13.500 I _ 0 � VICINITY MAP NOT TO SCALE _ I EXISTING CURB&GUTTER A=9O.0000 Z O i' L=21.206, oo I @ EXISTING s CUR. I I I L_21.206, R=13.500 I �I � I _ - ��3. P,�o R=13.500 I � I I A-90.0000 I n co I L-21.206, R-13.500 A 90.0000 q { I A=90.0000 I - - - 130.056'-- - - - • ` � - - - - - - 135.292 -- - - - - m I •°I �g� I 000Ro - N650 00'02.68"W _ 5 00 N65°00'00.00"W 6 00 I I Q I I Row000 Ro GAS I NE o o N o o N LL PR ' IMPERIAL T.- IMPERIAL COURT �, PARCEL:6 I MI o o ,�^ a :- �.• 0l5'RIGHT-OF-WAY h Area :75067.87 SF o `S o _ o - o - o M 'O -=ice ITE _W_ EXIST TER INE N "' -� I N Lo c � °Lf �� Ns z r ,: , DW 1 -y I I I I _. II I _ O _II PR 26.0' S65 00 5.96E m oo y\O°�O. HFeRO�so�r� 0 W599 o C° w oL=21.207,.R=1 . w 00 LI• BEGIN REMOVAL A=90.0000 L=21.206, R=13.500 " MH-1 22.0' `RIM=640.2 L=21.206, R=13.500EXISTING CURB&GUTTER 700 0.0000 @STA.5+95.23 - - =�D000015.0 : - =- - - - - -_ - O - 9 ICD 'n DW-10 I w II II MATCHLINE_ • E G 1-.8� o I oo Ln ,� �` HITBY MOORE STREET o 0 0 0 0� m - 'IQTST32. TE - 192.031 �I R 5T RIGHT OF WAY N M `r 5T RIGHT-OF-WAY o 0 0 Co Ld 711 rI- all 1 0 �� I 1 ( I ��vmww f- S (I n �I 1 1 II Lij 04 2 .0' :y „ 2 .0' �� wUQ� Q LLI 000�d�� Lu 25 0' 25 50 100 N:L2007\1007154\CAD\DWQ\7154-PLN-PLAT.dwg,C-1.5,5/28/2008 4:41:26 PM,jkaiser,LandDesign,Inc. X _ Y ROADWAY NOTE / x )- y � � S . y �>%x�.- yy� �• - 1. THE FOLLOWING PUBLIC STREETS WILL MEETTHE REQUIREMENTS OF THE 6 � y . :r . RESIDENTIAL STREET-WIDE SECTION WIDE STREET SE N( SECTION IS BASED ON C-1.14 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES PAGE • u o I �\ t 110): z / a. AINSLIE DOWNS STREET 9N yy ,� \ : \ \ c. BLUEFIELD STREET O tV V d. BEXTON STREET u o wI e. DOVERIDGE STREET E / -� f. WHITBY MOORE STREET w I -, .xx \ LE o X xX , M 2. DENMARK ROAD WILL MEET THE REQUIREMENTS OF THE AVENUE STREET M SECTION. (.WIDE STREET SECTION IS BASED ON zoo 7 X, \ 10-22-07 APPROVED N .. DRAFT OF URBAN STREET DESIGN GUIDELINES PAGE 7 c-1:1a N 3. IMPERIAL COURT WILL MEET THE REQUIREMENTS OF THE RESIDEN TIAL xx ter- `L STREET-DIVIDE SECTION.(CLSDM # 11.03) C-1.14 4. AINSLIE DOWNS STREET (PRIVATE) WILL BE BUILT TO MEET THE REQUIREMENTS OF THE RESIDENTIAL STREET-WIDE SECTION.(WIDE STREET SECTION IS BASED ON h ARROWOOD PARK AND RIDE ��` = 1164 - FACILITY , ; ` \ 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES, PAGE 110) 6 :k\ Xk \ \ U oy s= \ \ \O _0 :3 50 26'38.13"E I TEMPORARY BARRICADE Q \ E to .� v c 366.750 AND ROADWAY MARKER ,� \ : \ c U U 0 0 0 Gt.t6 Gt.t6 Gt.76 G1.16 Q Na xx \ Z 2 _N x. A L I _ o »E 5 g. 76 TO 23 ; S70 5 � 43 10'x 10'SIGHT TR NGLE,TYPICAL .3 E -�` 156.178 / I S700 67'43.36"E 198.1197 00 Z _ I 0 0.. 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WHITBY MOORE STREET N N EM III I MAT�H�INE (SEE C- 1 .5) � o ` DW-10 s o II wo o 2. DENMARK ROAD WILL MEET THE REQUIREMENTS OF THE AVENUE STREET I I �� o HITBY MOORE STREET o 0 0 o IT QORF n`�`' I 1 M. 5T RIGHT OF-WAY c� M SECTION. ( WIDE STREET SECTION IS BASED ON M 3 SEE INSET cat R1 5T RIGHT-OF-WAY THIS SHEET ° 10-22-07 APPROVED DRAFT OF URBAN STREET DESIGN GUIDELINES, PAGE 76 c-�.1a III CN �, ) m I I II N I o 1 ,1 1 . :65 00'o0 0" - - - - - - - - - - '.'' Dw2z 3. IMPERIAL COURT WILL MEET THE REQUIREMENTS O z I I I N80 00 29.69 W OF THE RESIDENTIAL I ( STREET-DIVIDE SECTION.(CLSDM # 11.03) ' F t 'T;' L=21.206, R=13.500 - , . ,i L=21.206, R=13.500 �F m U! I 280.053 A=90.0000 , ,r..4 x I I 11 , r A=90.0000 16'SETBACK LINE,TYP. o ,1 i �,f"i 5 .` _ r. Q 8'SIDEWALK TO TIE r r ; 't :'I 0 R1-1,30"x 30^ I S25 00 00.00 W {; D; C-1.14 r t ;t..: , �6 5 1 ,. tl... r � WITH EXISTING SIDEWALK . r t�--•1k,jt; r TO BE INSTALLED BY DEVELOPER G+�e 2.5'CURB AND GUTTER,TYP. 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I �� r j + O o 9rD0 57'UTILITY A ESE � :; ; '; p c EASEMENT,TYP. , , , 'r _� 0 I _ 2-6 CURB o U AND GUTTER 0 __. _...,_. ......,. _ . . , -. . _ . . . ... .. . . . . .. . ,._,.,....., REF ER TO DE._ . . _. .- . . . . ._._. TAILTHISET) '.� S 0 \ . . . _._. _ . O.. 'I _ Z _. . t '. AN .7 ADJACENT PAVING SL.E.DOWNS.STREET. . - . .. ,--- - --_ _ o _ _ _ _ ._ <. , REFER T�. _�. . _ .... __ . . . . .. . __--- _- --- _. . _ 0 DETAIL ; _. .. _ _ . __------ --- THIS SET o h. ,.___ _ ... _. . . _ _ _ .. . . __ ._._. -_ .. . .. - - cam. ,. 2 00: { A EST ... ...... . . . ..... .. ..... ...:... . ...mot.. :.. I ( O _... - . REET-. . _. .. ,.. . . . . . . . OW 20_ . _ . .. _. . . - _.- ,. . ... . CON RE. --. . -_ - C TE BA 1.o a FV X -. . . . . . . .. . .. ... . . .. .. -... ..,...._. . ... - t.. . . .. .. . ..._. -. .._. . . . .. . ... .. .. -.- . .. . . .. R1 y ! ._...,.:.. / %in BITUMINOUS.EXPANSION o JOINT.ALLOW%in RECESS o i �� o BELOW : N ENI OF PU I Ic 1' ANT1VAl��, T� / W TOP OF SLAB TO 9 16'SETBACK,TYP. SEAL W/WATERPROOF SEALANT 6 J j' 0, 0 �J PARCEL: 11 ( ( END OF AINSLIE DOWNS STREET �` 28 _ WINDSOR OAK C T. >> _ Area : 566491.75 SF RIGHT-OF-WAY ' 1 E STORM DRAINAGE I EASEMENT,TYP- it 1 I SANDBLAST 1-0 TEXT , Cir. :xwr Q END 8 � _. . ... . . ��-.�-: � - • . . . . - . . . . - . . . . - . . ( OF PUBLIC MAINTENANCE J i 0 1 _ . , W / PROPOSED 15 SANITARY } CON %i � i - --_ i CONTROL JOINT TO BE m x 1 in o ,1 SEWER EASEMENT 22.0' /z 1 S80 01 01 05' of :. _ _..-.. + 1 I DEEP W/WATERPROOF SEALANT F f C11I( _ AINSLIE DOWNS STREET „_ y� SCALE: 1/4 - 1-0 - -.._ NOTES: �.._ .. Z .x,. 1.,WATERPROOF SEALANT TO MATCH CONCRETE COLOR. 2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 si 28 DAYS. 3.CONTR OL JOINT - HA SHALL BE.�. SPACED��%«�� C AT 1 F 0 TIN/ 00 INTERVALS.I ��:'� RVAL 8'SIDEWA LK TO TIE >a. 4.CONTRACTION JOINTS MAY INSTALLED BY THE USE WITH EXISTING SIDEWALK � ,� s ::: .. , ,•; ;<fi;;:,...; OF TEMPLATES OR FORMED BY OTHER APPROVE METHODS. II l 2.31E WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM DEPTH ' 1 t 8.509 OF 1/In SHALL BE OBTAINED. �; ; . .,: ,.<<�f: f t ,na.< -;..:> 5.TOP bin OF SUBGRADE BENEATH CONCRETE BANDING SHALL BE C � � i I Q I � DENSITY. OMPACTED TO 100/o STANDARD PROCTOR v. .: �; , :<: WATER QUALITY/DE ::;, k .�: >>. Q DETENTION POND �t�, �':�. a:. " rr 3 v,. o s5 36 24.18.W / :;.. <,> . ,,,,<>> .;,:, , , f :;<;; '. "; „ .:<,,. 6. END OF PUBLIC MAINTENANCE TEXT SHALL BE SANDBLASTED 0 -J I I $ '�' >. �,;��v „�. ;�t;<::<.'•,�_ ,, :.,. OR FORMED INTO CONCRETE BANDING TO OBTAIN C:, "' 221.476 A MINIMUM DEPTH OF/in. Q N KEY MAP - NOT TO SCALE • Y I ° , " IY N23 02 26.23 E I , II 6� N _ _ o U i V �� / ' �� I S69°04'49.66"W U z G6 /' 1 317.149 - .5 z m L1J I I o � O _ 1 � Z J I.: oo m I W Z C7 Y Z Q _ W I }. ui W , 0 -I a o z I �, j m > I--- .� ( � 4 m « D Q z Q SWEDEN ROAD v Q 0 / O y N320 29'54.29"W mCL � � y 320.598 QCe I n � � � J o Q � °p � o z Q , O Z S690 04'49.66"W a _ 328.844 O W BEFORE YOU DIG! s6 N330 07'05.32"W I N CALL 1_800-632-4949 ONE CALL CENTER 175.495 I IT'S THE LAW! VICINITY MAP - NOT TO SCALE Rp� opo Rp S S E.PRROW ; /O Co Z I _ PA�oN o hEe a o N�°�a� Ro�sr w oo:, o� m 9� Ln Fps CO o- o �= o - o_o 00 Q! m n • V M�m v M M Lu CDzZLu U 0 , 00d ui UQD ui DUOLna- v=i u 25 0 25 50 100 N:\_2007\1007154\CAD\DWQ\7154-PLN-PLAT.dwg,C-1.81 5/28/2008 4:35:21 PM,jkaiser,LandDesign,Inc. v EROSION CONTROL NOTES: 10 % 2-2.- X ALL STD.NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL(CLDSM). SB-1 - A 2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING 401 D.A. 12.39 AC. AND DESIGN MANUAL. DENUDED 10.82 AC. TOP OF BERM: 624.7 C14 Co C14 WEIR: 623 (L=19') 3. -SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ON BOTTOM: 619 u DEWATER: SKIMMER W1 3"ORIFICE Z 4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY EROSION CONTROL 0 C14 ORDINANCE AND IS SUBJECT TO A FINE. 10 en X % 0 C1 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATI S SUBJECT T 0 A FINE. % E U-6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAVS�. REFER TO THE EROSION CONTROL ORDINANCE Ln A FOR ADDITIONAL REQUIREMENTS. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE REQUIRED BYA REPRESENTATI VE OF THE CITY GINEERING DEPARTMENT. u EN 8- SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10'REQUIRE ADDITIONAL TERRACING. z ac ...... DA 10. 'PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL 9. TO VERTICAL)OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS 3POIL AREA INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. DENUDED LIMI TS N10. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BEPRESENTED AT (TYPICAL) PRE-CONSTRUCTION MEETING. SEAL 0 21164 11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER. DRAINAGE LIMITS IN (TYPICAL) ...... 12. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY STABILIZED. 13. CONTRACTOR SHALL PLACE BIODEGRADABLE EROSION CONTROL MATTING AND HYDROSEED ON ALL SLOPES GRADED AT if 4#� 2:1 OR GREATER AS INDICATED ON THE PLAN. 4f 14. TOPO MAY REQUIRE DIVERSION DITCHES TO BECOME BERMS IN SOME AREAS. 0 :3 U) E 15. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY 0 APPROVED. 0 -PROPOSED CONSTRUCTION ROU CONSTRUCTION SEQUENCE: PHASE 1 TE TO BUILD 0 (n U)SB-1, SB-2,AND SB-3 OBTAIN GRAD I NG/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR EROSION CONTROL PLAN. FV] F ^1 IAI 2. SETUP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL'MEASURES. f FAILURE TO SCHEDULE MEETING 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 ON THE CITY CODE AND UBJECTTOAFINE. ION S ENTRAINCE 3. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES, CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALL TREES,STRUCTURES AND .2 24..,.03 \% DA. GAS LINE,I WETLANDS TO REMAIN AND BE PROTECTED. ALL BUFFERS AND WETLANDS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE PROTECTED. _C'T PERIAT ./ . - 4. INSTALL TEMPORARY CONST 630 EXISZ-VATER IINE RUCTION ENTRANCE AND PERIMETER CONSTRUCTION FENCING AND SILT FENCE. TIRE WASH MAY BE REQUIRED IF CONSTRUCTION ENTRANCE IS 7 NOT SUFFICIENT TO RETAIN SOIL. CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE W/FENCING AND ORANGE BARRELS. v 5. INSTALL DOUBLE ROW, HIGH HAZARD SILT FENCING W/ORANGE SAFETY FENCE AROUND WETLAND AREAS NOT TO BE IMPACTED. SB-3 '�b:.i_�, � / 6. CONTRACTOR SHALL USE PROPOSED CONSTRUCTION ROUTE TO BUILD SB-1, SB-2,AND SB-3.THE CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE - ----- ---- m p im m m wm�, D.A. 3.93 AC. BASINS. .-DENUDED 3.18 AC.TOP OF BERM: 626.5 6!E 7- UPON COMPLETION OF CONSTRUCTION OF SB-11,SB-2,AND SB-3,THE CONTRACTOR SHALL INSTALL THE PROPOSED DRAINAGE SHOWN ON THIS SHEET.THE CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL THE PROPOSED DRAINAGE STRUCTURES AND PIPING. WEIR: 625 (L=181) L> z BOTTOM: 621 --SPOIL AREA 0 8. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES,TREE PROTECTION,AND ANY OTHER MEASURES AS SHOWN ON PLANS,CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES., TEMPORARY ROCK DEWATER: SKIMMER W/4"ORIFIC 4f ALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. THE CONTRACTOR [CHECKDAM (TYP) S B-2 SHALL DIL D.A. 24.03 AC. C 2.2 IGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 0 DENUDED 19.42 AC. 10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. J�- SP DIL AREA TOP OF BERM: 608.5 0 11. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS. _IR: 607(L=28') 0 BOTTOM: 603 12. BEGIN GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED,AS REQUIRED,AND AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR. DEWATER: SKIMMER W/4"ORIFIC E OR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHA E OF EROSION CONTROL 13. F MEASURES. SEE SHEET C2.1 FOR PHASE 2 CONSTRUCTION SEQUENCE. . ......... ai u W z -CA-K 14. STABIL -WNDSOR Co IZATION 13 THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY Lu 7D WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS. REFER TO EROSION CONTROL z ORDINANCE FOR ADDITIONAL REQUIREMENTS. 0 0 0 15. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL.OF EROSION CONTROL MEASURES. z 16. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED. cf) u 17. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR STORM EVENT. IF ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS 4kf 0 it SOON AS POSSIBLE. L EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N 18. AL ... .... ... I Tj C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE,CITY OF CHARLOTTE EROSION CONTROL ORDINANCE,AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS. w R1 0 0 SILT FENCING (TYFI 00 -Dd Ca o TREE PROTECTION NOTES: I- TREE PROTECTION FENCE/BARRICADES MUST MEET OR EXCEED TREE ORDINANCE GUIDELINE STANDARDS. 6 - ------- C 2.2 n :--.-CONSTRUCTION FENCING TS -4:. ..... ................ 2. TREE PROTECTION FENCE/BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/GRADING/ T . ... ....... 0 D.A. 1.92 AC. CONSTRUCTION,AND NOT REMOVED UNTIL AFTER AN INSPECTION BY URBAN FORESTRY STAFF. 0 LU a c 1,092 'DENUDED 1.68 AC. .......... TOP OF BERM: 626 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,TRAFFIC BURIAL PITS,TRENCHING OR ......... ... OTHER LAND DISTURBANCE ACTIVITY ALLOWED IN TREE SAVE AREAS. ...... .... WEIR: 624 (L=101) (1-59 r ... ....... ....... ------- 4. . VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES,AND/OR IMMEDIATE BOTTOM: 621 po r ........... . ........... CL .... ......... < 0) CORRECTIVE ACTION/MITIGATION� ............. ... ... ........ ................ ........... ........ ------------ 5. NOTIFY URBAN FORESTER, MICHAEL RUSSELLAT(704)353-0519,OF PRE-CONSTRUCTON MEETING TIME AND ----------- LOCATION. ..........---------- ...........----- .. ..... SOIL TYPES .............. CeB CECIL SANDY CLAY LOAM, 2 TO 8 PERCENT SLOPES CUB CECIL-URBAN LAND COMPLEX,2 TO 8 PERCENT SLOPES EnB ENON SANDY LOAM,2 TO 8 PERCENT SLOPES LEGEND MkB MEKLENBURG-URBAN LAND COMPLEX,2 TO 8 PERCENT ................. Mo MONACANLOAM Ur URBAN LAND WkB WILKES LOAM,4 TO 8 PERCENT SLOPES WkD WILKES LOAM, 8 TO 15 PERCENT SLOPES SEDIMENT TRAP SHEET C2.14 (WI SILT FENCE BAFFLES) WkE WILKES LOAM, 15 TO 25 PERCENT SLOPES v WUD WILKES-URBAN LAND COMPLEX,8 TO I PERCENT SLOPE TEMP.ROCK DAM TRD TOTAL DENUDED AREA= 37.04 Ac. STONE RIP RAP CMILDS 20.23 0 > rq fMAIIINTENANC� SCHEDULE: SILT FENCE CMLDS 30.06B uj AZARD SET 4 FEET APART) 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR ............ .............. TEMP.DIVERSION DITCH DOUBLE ROW HIGH H 22U W. CMLDS 30.05 STABILITY AND OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY REPAIRS OR CLEANING NECESSARY TO DENUDED LIMITS MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. (D Ln (D C) (D 0 ROCK CHECK DAM CMILDS 30.10 2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY,AND (D u-__J G7 b C) MULCHED ACCORDING TO THE SEEDING SCHEDULE. low a no ------ CONSTRUCTION ENTRANCE 0-/f 39Vd Zklk 'o LJ LLJ zrt hild 0178ndoNLLSIX3 09 LLJ C*4 CMLDS 30.11 A CD z Z Lu --U N-3(7-31M 5 �u <Lu Lu U 7 < Lu <uj o� = u WETLAND/TREE PROTECTION 0 0 U a� T_ 0 O�' 50 100 200 N:�-2007\1007154\CAD\DWQ\7154-PLN-ECP-l.dwg,ECP-1,5/28/2008 4:25:59 PM,jkaiser,LandDesign,Inc. C3 ................. 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"' n m �rv_f -I� " rm L � z (n (n Orrrtwr m (n = -iOm - Cl) m c�Dm rn n Z mm o rD � Oc C � � :LI -Ir- = O � (/) X � z m c> D O z � 0C zo z � n � W mmWr- > mD -I W w c \ o , , 1 zz rX _.. mZ - (A zD - DO � Z-- r0D - D 0 r- DOZ � � O o D m c oral mA r co 2 Zm W nrnzoi n z7 � u) oor -rl � � mC -�.D r 0 o O�z OO -< D mpzmclp ' .-I� � m �ImmDOnmicomm -IPnm � m " �Do (A vo o� NA (n -I r m p z m o -I -n r � _ = r- ztn.-ice D = (nmzrnOc c _. � � o c ( x - T D m Omoo Oz mvZD -IZ Or �' m � D m m n x < /� / m 0 -n8 �L.-o 111 � r W -IWD � oort7 � � CoOy m -0 . r Z • �" a o0 Dr nm = � � rn � � DrmpmOO� m � W � = C) Z � W "I D M Cm m e " AW ♦A m co '� (� D z W- r (/) � W C -D � � m �, :U = -Im (nm (n ;LJ z cnr� v, m -< m m W ITS (' c) = m T m s y � � 0 c m m rn zZ (nD0 (n zD (nz •- Ozm -0Dm� (n � v �o Y - Lo -a oc C 0 0 ,- r7rn rvC -i0 (/) Z7 0 2 r D > -moz o O-D x _ 1 Om ZO .ZminmO = � Zt/) � � � m � %UO � Oz � � � zr G) z �,, zD - cn N' 8 17 mrnp �, � � � O OZmZIT7m G) -I � � G) m � r �� D W D< ODoITi c coo ? ooD z m n o N �O Z •. v) * Wz -i -( � OD � -+ Om = ITIZmcm z r'' W o "� m . A W mn m -ID S zZOnl -I U) r � W � om D oA (n m cD_no cn n „ M O W (� mu) � < (�n -Wl � r (n � n' m �o`� Z O A Z : +` O = mm 9 Orcn OO DO (n m -I n .. z _ � A M ;p m - _ m = (A 0 - 0 -u -IWz (n 0 > o� G) Cz = �'� cmnC� � Ou OC � O 0 vo. Wo O = O vz � ..•., �� m m � z r = ccn � m _I = tn = D D 0 � � � y ooDm0 czn I- m � = m � oo < m (� D � (n0 rm �I z /n m� r D� w o � .� U)c) rn m M mr -< ZZ - OCc) --I = Dm �lm (n -l � C � � p �JJ smm O mx p C N { m Om Z uDia; -ii � rn G) cnz0 � D W c = � mr� m0 zD0 w ��D n n o c) L ZD � m o z Z rn O W m m r - o O D 0 - O r -I N_Z (n 0c.1 = A O m rn� .` I z oQ �_ � � O � Z -I __4 50 z .ZC1 - � z � ZD � -IO M mo m> En x W oD chN 0 �n r 0 O -i ;0 -1 c o D na o o r -n m:z I Z 0 -n 2 = D m D Z (n p O Z r- m (A p x > D O N o � n� D W � vm mznD r nomc:;. MOO 0 ;a > 0 mm0 m o� c) uD) m _ �C, mD � � Zx <. 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DESIGNED BY: FJM HADLEY FORMERLY KNOWN AS "ARROWOOD STATION" '"'''- DRAWN BY: MLG ❑ Not for Construction � �r'r. L CHECKED BY: FJM ,`�. • �f� � Q.C. BY: KWV �, o•.J'I TOD-M SUBDIVISION SUBMITTAL ❑ Issued for Permitting ��.a SCALE: I" = 40' - 0" =M PROJECT #: 1007154 Issued for Pricing .0 I- _ ' '` ARROWOOD STATION, LLC; CHARLOTTE, NC 0 0: 223 N Graham Street Charlotte NC 28202 SHEET #: , WET POND D ETAS LS_ POND 2 Issued for Construction G bh' w .w.Lan Desig F: 704.332.3246 a��.,,L �\\� www.LandDesign.com C-4. I 0 _ ��,11111111�,�� . Z N O O o v vT u, A m v 0 Co D *r -oocn < D o W IQ - vv � p3D -1 0 Z mmm0 > -ImG) 9 N = r m0 m0 3DD �. 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