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HomeMy WebLinkAboutSDP200900065 Plan - Approved 2009-10-29-rO WA )NESBOYPo oLo MIL VILLAGE NAID R rt 250 CROZET OLD TRAIL VILLAGE PHASE 6 �4 "I BLOCK 3PHASE 6 PRELIMINARY SITE PLAN °"°7I WHITEHALL MAGISTERIAL DISTRICT 110 07 9 r '"moo S� SEE VICINITY MAP SCALE: 1" = 2,000' GE RAL NOTES NE OWNER: JA-ZAN, LLC 1150 PEPSI PL CHARLOTTESVILLE, VA 22901 APPLICANT: BEIGHTS DEVELOPMENT CORPORATION 800 E. JEFFERSON ST. CHARLOTTESVILLE, VA 22902 PHONE. 434-245-0100 FAX. • 434-245-0300 PRE-APPLICA 77ON CONFERENCE.• TAX MAP NO.: AREA: ZONING: USE: DENSITY- BUILDING ENSITYBUILDING HEIGHTS: SUBDIVISION STREETS• DRAINAGE DISTRICT: WA 7ERSHED: TOPO & SURVEY EXIS7TNG VEGETA 77ON. LIGHTING: PARKING: CONSMUC77ON OF SCHOOL CONNEC770NS, ENGINEER: COLLINS ENGINEERING RSON STREET . �f7F 800 E CHARLOTTESVILLE, VA 22902 TELEPHONE: (434)293-3719 FAX.- (434)245-0300 CONTACT MR. SCOTT COLLINS, P.E. EMAIL* scott0collins-engineering.com NOVEMBER 5, 2007 055E -01-00-000E1 1.195 AC. (THIS LOT) 6.8 AC. (OVERALL BLOCK 3) NEIGHBORHOOD MODEL DISTRICT APPROVED WITH PROFFERS 9-14-05 BY ALBEMARLE COUNTY BOARD OF SUPERVISORS NO7E.- COPY OF PROFFERS PROVIDED SEPARA TEL Y 24 TOWNHOUSE UNITS 2 UNI TS/ 6.8 AC. = 3.5 DU/AC. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES CURB & GUTTER LICK/NGHOLE DRAINAGE BASIN (LICK/NGHOLE CREEK /S RECE/WNG WATERS FOR PROJECT) S. RI VANNA RESERVOIR TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS S7EPHENSON, PL IN AUGUST, 2006 AND UPDA 7ED IN DECEMBER 2007 AND NOVEMBER 2008. ROLLING GRASS FIELD WIN NO EXIS77NG TREES ALL OUTDOOR LUMINAIRES SHALL EMIT LESS THAN 3,000 MAXIMUM LUMENS. STREET LIGHTS SHALL NOT BE PROVIDED. PARKING LOTS SHALL BE SHARED AMONG ALL USES AND LOCATED WI THIN A COMMON ACCESS EASEMENT. ON -STREET PARKING PROVIDED SHALL NOT BE STRIPED. 7HE OWNER SHALL CONSTRUCT 7HE PATHWAY CONNEC77ONS TO THE SCHOOLS, SHOWN AS "PATHWAY CONNEC77ON TO SCHOOLS," AND "ROAD AND SIDEWALK CONNEC7101V TO SCHOOLS" ON SHEET 5 OF 9 OF THE GENERAL DEVELOPMENT PLAN, WITHIN SIX (6) MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY POR7701V OF A BLOCK THAT EITHER INCLUDES OR /S ADJACENT TO ANY SUCH CONNEC710N. (PROFFER 18 OF ZMA-2004-024) SHEET INDEX TITLE SHEET TITLE SHEET 1 LIMITS OF PRELIMINARY PLAT 2 SITE PLAN 3 GRADING AND STORMWATER MANAGEMENT 4 OVERALL UTILITY PLAN 5 NOTES, DETAILS AND PARKING ANALYSIS 6 TOTAL NUMBER OF SHEETS 6 ALBEMARLE COUNTY, VIRGINIA ,Y., ri f Ir I ,l / `K' Y.•1. i -. /i .}:, iA..... 1: 4 i'• v ,w r: OF� " � 4 c � .! � t .0 Y". L�q. w4. .'.'-"'ffy', '7%•"`"`""', W, 21f Jai -r t � ry .k u f a , y FI '� CCS' .•S:. C .I - r/;i .Jf`�•. `'!'/ A /^•-• .............. �.\ 1:` A : / y" L .K ` ."'+ 6 Y t t-:•' 7 'mow' 4 Jr 2+A' `Y C s 't' /s, .S p'.;. Via;_• r, r T"'^+ti. .v;.` w"' . V .. y • ` � i J ' 1. >/.. � - _ _ 1•T ::1 4:' t � , -"1. '"' % - o _ c x , - - W V J • '',,._.,-••-•- -- .,. �;' .c`, \. Vis., . '11; ,.. , 00 i � ._ •eel" { � �` `� >C E-Ot A `MQ.I N PROPER. I I ;1 / r VA X. jWr r'- TMP 55E -o1 -A1-,, %' / , • MARCH MOUNTAIN PROPERTIES,' , .!', j ;'; ;'� �• -800 -E. •JEFFERSON ST. ',666' %• SVILLE, VA'. 229,02;' \'CHARLOTTE: ••. TMP 55E -01-E1 1150 PEPSI PLACE f Y ' VA 229013A-ZAN, LLC ; \ \ ` ' P 55E -01-E ,`. ; _ _606 - - - - - - - - - f r� IGHTS PROPERTIES I, LC ': ~BLOCK 2 � \ \ 0 E. IEFFERSON ST. F " - \ 1r HARLOTTESVILLE, VA -55E-01-;Al BLOCK �," BLOCK 1 MARCfl-MOUI�tMI' PROPERTIES, LLC'' yJ 800 E. IEFFERSON ST. -T'MP 55!`-0:1-C CHARLOTTESVILLE, VA 22902\ \ \ MARCtI tN0 800(E. \ �11'� ow .4 SHEET LAYOUT SCALE: 1" = 100` CURRENT OWNER/DEVELOPER MARCH MOUNTAIN PROPERTIES, LLC. BEIGHTS DEVELOPMENT CORPORATION 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 434.293.3719 Submittal Type Reviewed and Approved by the Community Development Department Date /4 21 2Wq File#vOvf ig ature RETAIL SPACE REQUIREMENTS per approved proffers rofflers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 96,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. SPATIAL ENCLOSURE RATIO SCO COLLINSZ 4 1." U o. 35791 a l 1D•2'Z,0 sjONAL - TOTAL DISTANCE MAAMUM EAVE ROAD RIGHT OF WAY (FT) SETBACK/ BUILD -TO BETWEEN BUILDINGS HEIGHT {BASED ON W UNE DIMENSION (FT) r r � 1:2 SPATIAL Oz (FT) ENCLOSURE RATIO) Clanmxx t Lane 55 8 71 35.5 Brooklet' Drta 55 8 71 35.5 Old Trail Dritie 50 8 es 33 SCO COLLINSZ 4 1." U o. 35791 a l 1D•2'Z,0 sjONAL - CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village z O_jO E a W g 8 z Lu u ZN W m r r � > Oz © O N -� C) cc W a MIN. LOT MAX �-� Z w W) z o an O M �c MAX UNITS (n(n 2!�f SIZE SO. FT.) STORIES W NOW BLOCK TRANSECT GROSS ce RESIDENTIAL BLOCK RESIDEN CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village MAX RESIDEMW UMTS , RESIDENTIAL ALLOWABLE MIN. LOT MAX DENSITY MAX UNITS NOW SIZE SO. FT.) STORIES FRONT NOW BLOCK TRANSECT GROSS (D.UJAC.) RESIDENTIAL BLOCK RESIDEN BUILD -TO SIDE YARD REAR YARD CONDO GROSS DIST AREA FLOOR AREA TOTAL LINE SET- BACK SET BACK RECREA MIXED BLOCK AREA CLASSIFK: TIAL S.F. (SO. FT.)NON-RESh 770M ABMIBAI TOTAL RESI TOTAL/ %OF MIXED USE MIXED USEDENTIAU USE SLY LOTS OF TION OPEN (AC) A71ON MIXED USE ATTACHE HOUSE APARIM UM78 3 CTS 6.8 18 122 10,000000 N/A 4 8 0 0 SPACE AREA Fr) ED UMTS 0 UMTS UWTS ENT PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (1) HOUSING EQUAL To FIFTEEN PERCENT (15) OF THE TOTAL IP Wf N7)AL UNITS CONSTRUC7ED AT ALD MA& VILLAGE DEVELOPMENT SHALL BE PROVIDED IN E FARM OF FOR -SALE CONDOMINIUMS AND R0WHOUSES AA0 FW -RENT CONDOWNIUMS, TOWNHOUSES, APAR771/EN7S AND ACCESSORY UNITS. EACH SUBDIW501V PLAT AND 97E PLAN FOR LAND WHIN THE OLD TRAIL WLLAGE DEW10PMENT SHALL DESIG NA W THE LOIS OR UN/75, AS APPUCABLE, 7HA T MLL, SUMCT TO THE 7ERMS AND CONDITIONS OF PROFFER #2 OF ZWA-2004-024, INCORPORATE AFFORDABLE UMTS AS DESCRIBED IN PROFFER 0 OF ZMA-2004-024, AND 7NE AGWEGAT£ NUMBER OF SUCH L07S OR UN17S DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 97F PLAN SHALL CONS717WE' A MINIMUM OF FIF7EFN PERCENT (152) OF 7HE L07S MI SUCH SUSDIVI570N PLAT OR 577E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40V OF THE AFFORDABLE HOUSING DNELUNG UNITS SHALL BE FOR -SALE UN17S: (3) WEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (302) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARWEN7'S (4) WHEN BUILT -OUT, NO MORE THAN 7HIRTY PERCENT (30.7 OF 7HE AFFORDABLE HOUSING DWELUNG UN173 MAY BE ACCESSORY UN17S 'ACCESSORY UN17S' SHALL MEAN ACCESSARY APARTMENTS AS DEFINED IN THE ALBEWRLE COUNTY CODE: CHAPTER 18, SEC7700V x1.34, AND A UNIT Wl774IN A TWO-FAMILY DWELUNG AS A TNt FAMILY DWELLING IS DEFINED IN 7HE WROIABA UN/FARM STA7ENIDE BWLDING CODE: (5) 7HE OWNER MAY "CARRY-OVER" OR 'HANK- C1?£D1TS FOR AfFORDABLE UNITS IN THE EVENT AN INOtWDUAL SUB01WSION PLAT OR S17E PLAN DES1&VA7ES AFFORDABLE UA117S THAT IN 7HE AGGGREGAW EXCEED 7HE WMEV PERCENT (15V MINIMUM FOR SUCH SUBDIWSOV PLAT OR 97E PLAN, AND SUCH ADOITIOM/AL AFFORDABLE UNITS MAY BE ALLOC47ED 70WARD THE FIF7EEIV PB?C IVT (15.x) MMIIMUM ON ANY FU7URE SUS01W ON PLAT OR WE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UMTS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED RF7EDN PERCENT (15X) OF 7HE TOTAL UN17S AN ANY SUBDIW570N PLAT OR SITE PLAN. (6) THERE ARE NO APEN SPACE AND/ OR REOVA 71AN AREAS WTH/N 7HE BOUNDARIES OF 7H/S PREUMINARY PLAT. AS DESIGNA 7ED BY 7HE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR ALD 7RAIL VILLAGE NEIGHBORH000 MODEL DIS7RICT. Q 0 0 a c 8 L9 Z z 15 01 M CL Uj N F- U W �- N O*N Q W C%4 N z F---1 Z-te, 2: Uj L9 L > CL u 1-4 L o UJ L 1:4(A - W� Q 1� x = � U in H w M z C/) U -4 0 o J �con 4 W W r! 0 0. 00 �1 W �'- Q 0 W a 308 NO. 02006 SCALE i,.=s0• SHEET NO. 1 OF 6 RESIDEMW UMTS , N AR1W RATE UMTS I AFFORDABLE UMTS NOW BLOCK RESIDEN CONDO GROSS TOTAL PREVIOU AREA OF AREA RECREA AREA OF BLOCK AREA CLASSIFK: TIAL S.F. S.F. 770M ABMIBAI TOTAL RESI TOTAL/ %OF FOR SLY LOTS OF TION OPEN (AC) A71ON DETACH ATTACHE HOUSE APARIM UM78 L DENSM AAARID`T Tom' FOR RENT ACCESS % OF BANKED BANKED RAN AREA SPACE AREA Fr) ED UMTS 0 UMTS UWTS ENT RALE UMTS SALE APARTM ORY NLNBER TO AL UMTS LIMIS (AC) (AC) (AC) (8) (AC) (8) (SC UMTS (QAC) UMTS ENTS OFUNTS L98TS USED 1 5.1 mUed use 54,500 0 0 0 78 78 1 15^3 82 79.9% 0 14 0 14 17.9% 2.3 0.0 1 4.3 0.54 1 WA WA 2 4.9 mbed m 80,000 0 0 0 78 78 1&9 78 100.0% 0 0 0 0 0.0% 0 11.7 WA WA 3 &8 "bed use 10 000 0 0 24 0 24 3,5 20 83.3% 5 0 0 S 20.8% 1.4 0.0 3.8 2.31 WA WA 4 3.3 mbed use Z200 0 4 23 24 51 1&5 43 84.3% 8 0 0 8 15.7% 0.35 0.0 2.8 0.92 WA WA 11 3.0 mUsd use3 530 0 0 22 S2 54 1&0 45 83.3% 9 0 0 9 18.7% 0.9 0.0 2.8 0.92 WA WA 12 5.0 robed use 2,250 0 0 27 83 90 1&0 75 83.3% 19 4 0 23 25.8% 9.5 0.0 5,2 0.4 WA WA 15131 4.9 0 15 0 0 0 15 3,1 15 100.0% 0 0 0 0 0.0% 0 2.3 2,7. 0.4 WA WA f* TOTAL 33.0 1 I 480 15.0 4,0 98.0 275 0 390.0 1 339.0 1 41.0 1 18.0 1 0.0 59.0 1 15.1% 14.5 1 14.0 1 21.0 1 5.5 1 0.00 000 % OF TOTAL AFFORDABLE UNns 89.5% 1 30.5% 0.0% { NET BANKED 0.5 I II 1 I UNITS AVAILABLE i (1) HOUSING EQUAL To FIFTEEN PERCENT (15) OF THE TOTAL IP Wf N7)AL UNITS CONSTRUC7ED AT ALD MA& VILLAGE DEVELOPMENT SHALL BE PROVIDED IN E FARM OF FOR -SALE CONDOMINIUMS AND R0WHOUSES AA0 FW -RENT CONDOWNIUMS, TOWNHOUSES, APAR771/EN7S AND ACCESSORY UNITS. EACH SUBDIW501V PLAT AND 97E PLAN FOR LAND WHIN THE OLD TRAIL WLLAGE DEW10PMENT SHALL DESIG NA W THE LOIS OR UN/75, AS APPUCABLE, 7HA T MLL, SUMCT TO THE 7ERMS AND CONDITIONS OF PROFFER #2 OF ZWA-2004-024, INCORPORATE AFFORDABLE UMTS AS DESCRIBED IN PROFFER 0 OF ZMA-2004-024, AND 7NE AGWEGAT£ NUMBER OF SUCH L07S OR UN17S DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 97F PLAN SHALL CONS717WE' A MINIMUM OF FIF7EFN PERCENT (152) OF 7HE L07S MI SUCH SUSDIVI570N PLAT OR 577E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40V OF THE AFFORDABLE HOUSING DNELUNG UNITS SHALL BE FOR -SALE UN17S: (3) WEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (302) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARWEN7'S (4) WHEN BUILT -OUT, NO MORE THAN 7HIRTY PERCENT (30.7 OF 7HE AFFORDABLE HOUSING DWELUNG UN173 MAY BE ACCESSORY UN17S 'ACCESSORY UN17S' SHALL MEAN ACCESSARY APARTMENTS AS DEFINED IN THE ALBEWRLE COUNTY CODE: CHAPTER 18, SEC7700V x1.34, AND A UNIT Wl774IN A TWO-FAMILY DWELUNG AS A TNt FAMILY DWELLING IS DEFINED IN 7HE WROIABA UN/FARM STA7ENIDE BWLDING CODE: (5) 7HE OWNER MAY "CARRY-OVER" OR 'HANK- C1?£D1TS FOR AfFORDABLE UNITS IN THE EVENT AN INOtWDUAL SUB01WSION PLAT OR S17E PLAN DES1&VA7ES AFFORDABLE UA117S THAT IN 7HE AGGGREGAW EXCEED 7HE WMEV PERCENT (15V MINIMUM FOR SUCH SUBDIWSOV PLAT OR 97E PLAN, AND SUCH ADOITIOM/AL AFFORDABLE UNITS MAY BE ALLOC47ED 70WARD THE FIF7EEIV PB?C IVT (15.x) MMIIMUM ON ANY FU7URE SUS01W ON PLAT OR WE PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUMBER OF AFFORDABLE UMTS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED RF7EDN PERCENT (15X) OF 7HE TOTAL UN17S AN ANY SUBDIW570N PLAT OR SITE PLAN. (6) THERE ARE NO APEN SPACE AND/ OR REOVA 71AN AREAS WTH/N 7HE BOUNDARIES OF 7H/S PREUMINARY PLAT. AS DESIGNA 7ED BY 7HE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR ALD 7RAIL VILLAGE NEIGHBORH000 MODEL DIS7RICT. Q 0 0 a c 8 L9 Z z 15 01 M CL Uj N F- U W �- N O*N Q W C%4 N z F---1 Z-te, 2: Uj L9 L > CL u 1-4 L o UJ L 1:4(A - W� Q 1� x = � U in H w M z C/) U -4 0 o J �con 4 W W r! 0 0. 00 �1 W �'- Q 0 W a 308 NO. 02006 SCALE i,.=s0• SHEET NO. 1 OF 6 1 FEMA FLOODPLAIN MAP MAP NO. 51 7D PANEL NO: 023702 vA ` / / ✓ . s vv .' I'� DATE: 2/4/05 _ ' NOTE ` \v • �.�A ,, ,/ ,' , / ' / ' , - - - . , , , , v "�`''� __ — -- -- _ �, \ 1, ` , ,: THIS PROJECT IS NOT LOCATED WlTH1N FLOODPLAIN LIMITS — / _672 � / 1 �, � • \ \ / i , / , / / . ' - -. , -. / .. /:. - '- .. - - _ _ _ _ _ - ._ . _. ... -.. _. -. -.. - �--s _,I _ _ I:, ` ,~.zip ° �i k� \ \. .— - / GRAPHIC SCALE / \ \\ ` \ � ; / \ \ - "� "' s . a ... -. i -SLC •� I� 1- 67$ -. \ �t ee4s i _ \ \•\\ � ,/ x , I � s / -.... �\. ��� \ \ \ �"i� r�f�'��. w o Is m so im r \670`_ !� \\\♦\`♦\ �` �`.cd•,.gR %s ' ° . U „t. n l-.: J iL1s �,I; ° I • ` r / , / / �! }..'.•t:' ..e u_.,. , a _.l°..r l � \ \ ♦\ \ \ e ( IN FEET ) n, 1 loch 30 Pt it --1+ `YY *4,1*' _ i,: p ilto �AN- wuf f k F r t 3 ' \ ...._ __ E, ''°•" 1i i 1 // l t 'p,7,"' jn M a R \ — Sa _ ,st / .. .:. :. ..t .... .. / \' I i / —,f-�i;/, ; i4aia 'rJ - - _ ., PHASE A 6s2-� � I ' � / ��\� \ � ♦\ \\\\ \\ \\♦\ \ \"\♦\\ - _ Y= - � ` b KV I � \ ♦ ,.\ \ , -, i"v, ,`•, \ \. d° a4 a 4e f fI I I I� I I \\`� \ \\\\.`\\�� • I1 t1tH..'. �Zil t '. \\Oppj , 11 1 EXISTINGIt t \ , `It n C ARKING LOT , 1 Al _ r a \ ,' , ', r \ ° . , r- � -- _ \ 1 ♦\ r r it \ - r r l , - / \ \ \ \ \ FUTURE DEVELOPMENT- / WASEEfN PHASE D \, \ ; r 1 -- �00 T 1 m 1B�o 9�� .\\ 20V 1666 -- - i 1' 1;\.\ \ \� \r - � // � CY9�1�.,\ � {t�iJ' _ rw,�•� ry0� \!_ �� \°' \\ _\ \., r I %,' /'ll � ,' ,>I I _-_ _ I. ,\ . \\ \ ,, ..._ \\� / '9 �q 166♦ \�\J,-%c'- �� � 4 \\ - �� �• \\ _ _ _ _- r � - _ _ 24 3 _ z \ 'R r \\ 11` . II rr, I / I r /j•' — —-- — — 9 _ \RI 7 , pp zf 5. f \ - ,- .\\ �\�P• > 1 - f �z ���,9� �w;�t E PHASE • CON C \ \ \\; \, /� •1\P'•1 20' ,f" ..�,���0 1.1. J 20'` ATE RETE\\•, �� \ \ 1 �•1',. ' \ \ , 4� '',`�. d 0 11 J` • ACCESeSEMENT SIDEWALK ra CONCRETE 0 \, \ SIDEWALK � ` � 20• � .. \ \ \\ .. .:.:✓' � I ! I ` ' - " � ! I .IDP 8 � G - - ��.. a' PHASE B �� `� y - - -- 8P �'it \ / _ �; S ,'\, ACC $�NT f' GRA Qk._ PHASE LINE . - 7I \ o TYP ( TYP PRbPOSED SIGHT \ \ DIS7}INCf EASEMENT _ -.- *40 o ` ��� PHASE C -— - ———. BLOCK 2 / C ` FUTURE DEVELOPMENT \\\ - ; 13' ':\. 5'CONCRETE--- ' ! VDOT CLEAR SIDEWALK - _ r ZONE EASEMENT" - ,\ CONCRETE VDOT STD. BRANCH � •/ \\\ . e ' TYPE TURN -ABOUT : / \4 ` Vie.\ _ . - „, n /�� •^' a : / .. .. _ \\ \ \\ - f \ \\ / / S / , BLOCKI \ Nb. 35791 10.21.01 a D L Z Z� _ M M W N � rH^ M V / W N W� Q N Z N Z> a W W � H o0 < z ,uj WxV / = L t Ul'n ' W M ZE;; U -z O O J Jg m J w 00 00 Q U o W 6 UI JOB NO. 02006 SCALE 1"=30' SHEET NO 3 OF 6 /� r/ 6 S O O j uO U) PopW ce a D L Z Z� _ M M W N � rH^ M V / W N W� Q N Z N Z> a W W � H o0 < z ,uj WxV / = L t Ul'n ' W M ZE;; U -z O O J Jg m J w 00 00 Q U o W 6 UI JOB NO. 02006 SCALE 1"=30' SHEET NO 3 OF 6 I' i .- ENTSTFlow STOM ' ♦ �F' i i EXISTING 100-YE4R % FLOODPLAIN ^� •" ,>�. to ,- 40 1 1 FUTURE DEVELOPMENT TO , / l i BE ROOTED TO EXISTING LICKINGHOLE CREEKDA STREAM y i - i, g BUFFER Cw=0. o rf s Tc -164 fl / + ; / l -J 1 DRAINAGE ROUTED o - _ TO EXISTING POND IMPERVIOUS AREA CALCULATIONS BUILDINGS: 20,700 SQ. FT. DRIVEWAYS: 7,800 SQ. FT. STREETS & ALLEYS: 12,300 SQ. FT. TOTAL IMPERVIOUS PAVEMENT AREA: 40,800 = 0.94 AC. OLD TRAIL STORMWATER MANAGEMENT INFORMATION THIS SITE IS WITHIN THE CROZET COMMUNITY AND THEREFORE LIES WITHIN THE LICKINGHOLE DRAINAGE BASIN, WHICH IS A WATER RESOURCE AREA. THE CROZET AREA IS BOTH A DEVELOPMENT AREA & A WATER SUPPLY PROTECTION AREA. ANY ADDITIONAL WATER IMPACTS PRODUCED DUE TO DEVELOPMENT OF THIS SITE SHALL BE COMPENSATED BASED ON THE PRO -RATA FEE STRUCTURE AT THE E THE MNT A PLANS INAL STORMWA EDRMANAGEMEN BMP PLAN WILL BE SUBMITTED WITH THE - SUBDIVISION PLANS IN ACCORDANCE WITH - - -- --- = - _ ARTICLE 111 OF THE WATER PROTECTION _ - - - - - - _ ORDINANCE ANCE (CHAPTER 17 OF THE CODE OF �� 2• ALBEMARLE). BLOCK 3 RUN-OFF SHALL BE PIPED INTO THE : /i TO THE POND BELOW UPPER / __. 7.. -._ � , / / > •.\ \\ t �� WILL SYSTEM FROM BLOCK 1 AND BAL LARDFELDN -I_ � - ' _C'�tQ•PI'iIC `SCALE -- / / \ e 100: ft. .� ♦ \ \\ ' 1 / •// I \ / l Table 12: Waller Quality Compliance table iTTTt dl r I / 5 s' / / 1 Nxa,a `f` `.1hr xLu' ;e: YF yY -4 �� ♦ t 1 / _ - - / \ -. / • : , I � y fi.:il i•� "S"�"ih L "P;i . , _. _l t y/., ' / / i / \ \ ` -/ � i /\.. ,; 1 , , r-- PHASE LINE - ( DIVIDING BLOCK 3�. r$ \j (t ` x; TO PHASES I u A v } t �� •9`',ir t.), \ S, 91s;/ ' j //� 3 _� AINANDB l , r it ♦�, .1 _ nn, a wwa, , .n>errunrw.ra - rawn a project ana as (should be rough; equal to limits of dsturbaroe) to Mit of dlsWrwnce) area detained (acres) area aptu ed '0s 5.8 percent Capture toz 100% (should be bela,w 80% end 120%) percent opts" I - 100% (should be 90% a better) =' g L factor o z 1.0 1.0, or 0.9 for alts in the art areas Mae wisting ImpeNous aver is greaw than 20% Z a z o /r1�w1 remeft Detained Areas b 5.8 5.70 21.50 ukftb""is 2Year SB 7.80 27.80 ulbab analyas 10 Year 5.8 10.00 36.60 uftmwsaabait00Year Un -d talned Areas 0 0.0 0.0 2 Year 0 0.0 0.0 g ^• g g reCay Baas 100Year r.ctn lypa ,.,.[s 5.a 020 1 0.76 1 6916 11T.1 'JO% 25564.0 21.7 CairaV lbeer salard YM POW vst [ana (4: eq✓) 50% remolel protded by pond. Additional removal prattled by Lickinghole Basin through rhe Pm4tata Share Cortdbution • imeemous was belore deteloomert In daslaneted math areas cm be a miNmum 20% y J ..' ,� .: . , � • .. .., ,.1 �+"1�:..ct^„ ! l jf // "\� " - � , \ r r _ _ __ _ _ - $ � � . _ _ - 1 r ___ , "[ttls Is most olden NOT the emlR proDedY. but the Wnla Of the properly within the sub)eot das,ege area. a The tlres,ege area to the facility v ♦-: _ _ _ v v, v , \.. J �*• :�� / ��� \ /__ - __ --_ _- \ _ ry / ere Table NotQVsh e. WOV shovm is 4 x WOV ' 1A I 4 1 / / I t ' -' � s ` aTable 14: DeterlUon Compliance table BLOCK#3 PHASE A BLOCK #3__4+ t t l �, +'� I ° ll�:il .- _♦`���\\\ 4i ';°; / HDA=3.35 Ac. _ ` PHASES /, i _ _ Cw-0.80 DA= 2.41 Ac. 'A.in Tc=5.5min. ' 1, CIy=0.70 ' f v v a v � '" O �„ {` fl �M/++�♦\ ..��„p: �" :/' V Y Y Y 9 Y `... .. i _.__ 20 : i o � � I S t r y Y _ _ l _ -7- r ; 1111 : \ --�GR4P E 1 i mnj I / ' \ ♦ \ ) �1 lndL = 00� ft 1 i `�. .. \ :\ 1 _ ': \ I ' t '' I / J \ � \. � ♦. - i r . _ _. - , _ _ _ DETENTION COMPLIANCE - Block 8 projeetarea (acres) 5.8 (rayley equal to Mit of dlsWrwnce) area detained (acres) 5.8 '0s percent Capture toz 100% (should be bela,w 80% end 120%) I - fi w =' g Z o z � J o W 6 O Z a z o /r1�w1 remeft Detained Areas 5.8 5.70 21.50 ukftb""is 2Year SB 7.80 27.80 ulbab analyas 10 Year 5.8 10.00 36.60 uftmwsaabait00Year Un -d talned Areas 0 0.0 0.0 2 Year 0 0.0 0.0 10Year 0 0.0 QO 100Year N6. 35791 10•;2.01 a 0 0 z rn Z� _ M M w N M o + T c N � W�Q za N Z W UJI Z> �� c Z Q J t z a� a Z ac UJI a Vz v az cin � p[ Ey LJJ a F" Q O W3:�i W R v< ce x = O U 0L H n ' n r v• °ca V 1 W (r) Z E< W Q a s Z P/ O 3 'V ^ z < C/J U Z w z�_ - o O o =< w J (7 g w o: W H w _ € Oo_ S O J W 'e < U J = c O e` ce u w EE u n u=i $ JOB NO. 02006 g< SCALE 1 "=100' o < o 9XEEr NO. n� 4 OFIS '0s toz I - w =' g Z o z � J o W 6 O Z a z o /r1�w1 a 0 0 z rn Z� _ M M w N M o + T c N � W�Q za N Z W UJI Z> �� c Z Q J t z a� a Z ac UJI a Vz v az cin � p[ Ey LJJ a F" Q O W3:�i W R v< ce x = O U 0L H n ' n r v• °ca V 1 W (r) Z E< W Q a s Z P/ O 3 'V ^ z < C/J U Z w z�_ - o O o =< w J (7 g w o: W H w _ € Oo_ S O J W 'e < U J = c O e` ce u w EE u n u=i $ JOB NO. 02006 g< SCALE 1 "=100' o < o 9XEEr NO. n� 4 OFIS STREET SPECIFICATIONS from Code of Development approved 9-14-05) Notes: 1.0n—street parking will be provided throughout Old Trail Village on one side or both sides of the roadway as indicated. There is approximately 300 on—street parking spaces available. 2. Off–street parking will be provided on a block by block basis. Residential lots will provide at least one parking space on the lot and mufti–fomily and commercial buildings will address parking loads within the block at the site plan level. J. In addition, parking will be relegated throughout the Old Trail Village by hiding parking areas from public view behind building facades and landscaping. 4. A parking analysis will be provided at site plan/subdivision plat review to assess the availability and adequacy of off–street and on–street parking 5. On–street parking locations provided in the Street Specifications Chart (COD Table 3) and illustrated on the General Development Plan are conceptual and will be finalized during site plan/subdivision plot review in accordance with WOT and County standards. 6. The dimensions of the streets and parking lanes provided in the transportation chart and illustrated in the street sections are conceptual and will be finalized during site plan/subdivision plat review in accordance with VDOT and County standards. 7.To accommodate bicycle travel, wider sidewalks will be provided as described below: a. A street" adjacent to blocks 1, 2, 10 and 30 and blocks 4, 13,16 and 31: 8 foot sidewalk b.' "C street" odjacent to block 6: 12 foot sidewalk. C. "C street" adjacent to block 1: 12 foot sidewalk. d.F street" adjacent to block 1: 12 foot sidewalk. e. "G street" adjacent to block 6: 12 foot sidewalk. f. A street" (Golf Course Access Road) adjacent to Blocks 26 and 29: 8 foot sidewalk to replace the 5 foot sidewalk shown on the approved Golf Access Road plans. PARKING ANALYSIS - BLOCK 3 DESCRIPTION I Adjaa Public Max. Traffic Travel Travel Bike Bike Parkin Parkin Median Curb' toKurb Plantln Sidewa ROW Min. Curb Binet nt or Design Flow Lanes Las Lam Lanes Lane Width g Lanes g Lane Width PUBLIC ON -STREET Width g Strip 24 WidthBlocks Radii • 165 SPACES AVAILABLE Privats Speed Wkhh Road N 3 Public 25 2 way 2 11' None WA 1 B' None 30' 6' S' 54' 15' 14, 12, Public 25 2 way 2 11' Nona WA 1 8' None 30' 8' S' 54' 15' Road C 15 1, 2, 4,Public 25 2 way 2 10' Noma N/A 2 8' None+36'6' S' 80' 15' ReadF 1315, 2,3,1 Public25 2 wa 2 11' None WA 1 6 NoneS' for bus shell be 25 u --F--- um curb radii routes Notes: 1.0n—street parking will be provided throughout Old Trail Village on one side or both sides of the roadway as indicated. There is approximately 300 on—street parking spaces available. 2. Off–street parking will be provided on a block by block basis. Residential lots will provide at least one parking space on the lot and mufti–fomily and commercial buildings will address parking loads within the block at the site plan level. J. In addition, parking will be relegated throughout the Old Trail Village by hiding parking areas from public view behind building facades and landscaping. 4. A parking analysis will be provided at site plan/subdivision plat review to assess the availability and adequacy of off–street and on–street parking 5. On–street parking locations provided in the Street Specifications Chart (COD Table 3) and illustrated on the General Development Plan are conceptual and will be finalized during site plan/subdivision plot review in accordance with WOT and County standards. 6. The dimensions of the streets and parking lanes provided in the transportation chart and illustrated in the street sections are conceptual and will be finalized during site plan/subdivision plat review in accordance with VDOT and County standards. 7.To accommodate bicycle travel, wider sidewalks will be provided as described below: a. A street" adjacent to blocks 1, 2, 10 and 30 and blocks 4, 13,16 and 31: 8 foot sidewalk b.' "C street" odjacent to block 6: 12 foot sidewalk. C. "C street" adjacent to block 1: 12 foot sidewalk. d.F street" adjacent to block 1: 12 foot sidewalk. e. "G street" adjacent to block 6: 12 foot sidewalk. f. A street" (Golf Course Access Road) adjacent to Blocks 26 and 29: 8 foot sidewalk to replace the 5 foot sidewalk shown on the approved Golf Access Road plans. PARKING ANALYSIS - BLOCK 3 DESCRIPTION I PARKING REQUIRED PARKING PROVIDED PHASE LOT #S # OF UNITS RATIO SUB TOTAL PHASE A POOL W WA 68 72 SHARED SURFACE LOT PHASE B 24 2+ BR TOWNHOUSES 1-24 24 2.25 SP/ UNIT � 48 ON INDIVIDUAL LOTS BLOCK 3 - ON -STREET W 6 45 PUBLIC ON -STREET TOTAL 1 24 122 165 SPACES AVAILABLE allW SURFACE COURSE 6NTECRMME0IACT�EE�COgURRSSE 7E BASEOCOURSE, VDCOT EelJ SUBGRADED ASPHALT PAVING — ROADS NO SCALE 2" SM-9.5A— SURFACE COURSE BASSO COURSE VDCf)T AZA SUOBGRADED ASPHALT PAVING — ALLEYS NO SCALE GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WiTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, iT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STREET SECTIONS 1"=5' BLOCK 6 .Y TRIPS BASED ON I TYPICAL ALLEY SECTION (20' R/A) BLOCK 4 K BLOCK 13 BLOCK 30 BLOCK 10 1650 ADT �w D v BLOCK 16 -1 400 AD f X4iZ41PAM BLOCK 11 BLOCK 12 BLOCK 18 BLOCK a0 \O TRIP GENERA TION 1 " = 200' TYPICAL PRIVATE ROAD SArTfON (20' R/'*) Io. 35791 I;'LD• 01 �n W 0 V z Z M M W ('V d- H M U) W (V W� a ('V Z (V Z¢ 2:> f-4 Ly J Vessel w ZH m O w w Wz Q 04 U a 'n � I w M w Z� Y ConU 0 JW CO Jw W ~ 0 w 0 ~ 00 Q U o G 02006 AS NOTED SHEET NO. 6OF6 Z Z W f W EJ k 8 Z w oa iso � 0 0 W 6 y ? WZ Z allW �n W 0 V z Z M M W ('V d- H M U) W (V W� a ('V Z (V Z¢ 2:> f-4 Ly J Vessel w ZH m O w w Wz Q 04 U a 'n � I w M w Z� Y ConU 0 JW CO Jw W ~ 0 w 0 ~ 00 Q U o G 02006 AS NOTED SHEET NO. 6OF6