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HomeMy WebLinkAboutWPO202000041 Plan - VSMP 2021-09-24AVON GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER. STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-03100 (DB 5237, PG.405) 1960 AVON STREET EXTENDED CHARLOTTESVILLE, VA 22902 TOTAL AREA: 5.262 ACRES ZONING: PRO PLANNED RESIDEN7AL DEVELOPMENT (ZMA 2012-0004 & ZMA2014-6) A VARIA77ON IS BEING REQUESTED WITH THIS INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDEN7AL LOTS 28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH UNITS) 2 EXIS77NG SINGLE FAMILY DETACHED RESIDENTIAL UNIT DENSITY: ALLOWABLE DENSITY PER ZMA APPLICAT70N PLAN: 6 DU/AC TOTAL ALLOWABLE NUMBER OF LOTS. 30 TOTAL LOTS TOTAL NUMBER OF PROPOSED UNITS. • 30 RESIDENTIAL LOTS PROPOSED VARIATIONS A VARIAT70N TO THE APPROVED APPLICATI0N PLAN IS BEING SOUGHT WITH A WAIVER REQUEST THAT SHALL ACCOMPANY THE REVIEW AND APPROVAL OF THIS INITIAL SITE PLAN AND PRELIMINARY SUBDIVISION PLAT. THE WAIVER SHALL INCLUDE A MODIFICATION TO THE LAYOUT FROM THE ORIGINAL APPLICATION PLAN, A MODIFICATION TO THE ROADWAY NETWORK (BUT WILL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO THE SETBACKS (BASED ON THE ROADWAY CHANGES), AND A MODIFICATION TO THE 77MING OF THE INSTALLATION OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE. OPEN SPACE.• TOTAL OPEN SPACE PROPOSED = 1.328 AC (25.2%) OPEN SPACE A: 6,850 SF OPEN SPACE B. 50,999 SF TOTAL OPEN SPACE REQUIRED (259) = 1.316 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET RECREATIONAL AMENITIES PER PROFFER #8, THE OWNER SHALL PROVIDE AND INSTALL A 40'x5O' FENCED DOG PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER CHILDREN IN THE EXISTING TOT LOT AREA ON TMP090FO-00-00-OOA1, OWNED BY THE AVON PARK COMMUNITY ASSOCIA770N. SETBACKS: FRONT. • 10' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE. • NONE - MIN. 10' BUILDING SEPARATION REAR: 10' MINIMUM (LOTS 1-4 & 13-28) 5' MINIMUM (LOTS 5-12) SUBDIVISION STREETS. CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE.- THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY.- THE BOUNDARY LINE AND PARCEL INFORMA7ON WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES MAY 201& THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN MAY 2010. THE PROPERTY IS CURRENTLY BE SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING MARCH 2O20. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 28 SFA UNITS + 2 SFD UNITS = 60 OFF-STREET PARKING SPACES 7 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 67 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 60 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 21 SPACES TOTAL PARKING SPACES PROVIDED: 81 TOTAL PARKING SPACES PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE. BUILDING SITES: PARCELS 1-30 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS. THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN. THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES THERE ARE PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS. NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING. STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN AND PROFFERS. SEE THIS SHEET AND SHEET 3 FOR ADDIT70NAL INFORMATI0N ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. ALL LANDSCAPING BUFFER AREAS SHALL BE INSTALLED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWATER MANAGEMENT • ONE UNDERGROUND DETENTI0N FACILITY AND A DETENTION POND ARE PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENT FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDI IS. PARK II -VSMP PLAN -AMENDMENT #1 AMENDMENT TO VSMP PLAN (WP0202000041) SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA 1 fi t oe pIt N/F JENNIFER L CERARDI I it DB 4757 PC 433cq I a 'IMP 90E-9 N/F DENNIS OR Two 41NDA V OCONNOR N/F ALBEMARLE COUNTY i j ;DI§ 4184 PC 210 SERVICE AUTHORITY w d DB 3571 PC 272 m 2 I 4 w; r— — — — — — -- — — — — — JL qFT LOT LOT LOT LOT LV a I' 0 o T LOT I T I o aF- F1 LOT o [ U ---- '' T9TL .: r� LOT O 20 LOT I � i 11 _ LOT LO 15 16T '�, 13 14' I� LOTLL L �\ cinl colic IMP 90-30 N/F CARY D BROOKS JR DB 4858 PC 406 GRAPHIC SCALE IMP 90F 8 N/F IZII OR TTARA L D CARDENA DB PC 77 H L T LOT LOT LOT 27 26 25 24 23 IMPERVIOUS AREAS. THE TOTAL OVERALL SITE IMPERVIOUS AREA CAN NOT EXCEED 377, PER THE APPROVED ZMA APPLICA7ON PLAN: ROADS. 0.63 AC (PAVED CIRCULATION PARKING AREA = 27,380 SF) SIDEWALKS. 0.11 AC BUILDINGS/DRIVEWAYS 1.12 AC TOTAL: 1.86 AC (35.39 IMPERVIOUS AREA) PROPOSED USES: LOTS: 127,162 SF (2.919 AC) ROADS (R/W & PRIVATE ACCESS ESMT): 44,200 SF (1.015 AC) OPEN SPACE: 57,849 SF (1.328 AC) OFFSITE EASEMEN T• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. THERE ARE ALSO EXIS77NG OFFSITE EASEMENTS FOR THE ROADWAY AND U77LITY CONNECTIONS TO THE AVON PARK DEVELOPMENT. 20 IMP 90E-7 N/F IAN FARIS DB 4163 PC 261 IMP 90E-6 N/F DANEIL SHUMATE DB 4091 PC 534 IMP 90E-Al N/F AVON PARK COMMUNITY ASSOCIATION INC CIO REAL PROPERTY INC OR 3692 PC 319 11 OPEN SPACE AREA B 50,999 SF..'.'.-:*---.---'..'-. LOT 29 40,020 SF 0.92 ACRES MILL CREEK VILLAGE c HOMES III VON PARK SIT TMP 90-32A N/F ROBERT SPAULS DB 982 PC 365 LOT 39 \� 0.83 ACRES �J N/F JOHN A OR RUBY T BROOKS IMP 90-30A DB 1191 PC 396 N/F CARY D OR MYRTLE T BROOKS DB 1191 PC 396 NOTES.• 1) THIS PROPERTY DOES NOT LIE I07HIN AN AGRICULTURAL AND/OR FOREST DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. APPROVED by the Albemarle County Community Development Department Date 9/24/2021 File WP0202000041 VICINITY MAP SCALE: 1" = 2000' 0 Sheet List Table Sheet Number Sheet Title 1 COVER SHEET _ rn,N(�Innlc SEDIMENT !` ITO 6NAOOATIVC SEDIMENT rCO I�T,oRe6PET-A168- SE 116 EF.Oe:^� SED!M}EAI,T-o2NTR26�L-,:"� ncr= 111 - PROSION& SED!MZUT-6QNTROL PLAN " INS 12 STOPnnInlnTwo nnAKIAr MRAC� M=A,166 CynIDM nlnTCo MAnIArCKAF�rneET- 69 15 OVERLOT GRADING PLAN 2 -+5- TOTAL NUMBER OF SHEETS Lic. No. 035791 ;�, ``S3 8/16/21 �4• O��SIONAL E�Oti L i x LU z zU�. LU LU o a U U Zo o a n n o d a o o� w O U U w Z F J J F W U) LU = U) J w 0 a w a Z w w J ¢ c o F m co p; `� N' Z. a a Z / 0 = O LUw a a~ F c o c LLIw LLIcw w W w w w O N O ,•y .ti .y Q n M O \O l7 N W N E LU E J J I U) I— z LLU U L/. U F w F w O w Of U) JOB NO. 112066 SCALE 1"=50' SHEET N0. 1 I I I I I II I I��� I �� I I I I II II I v // // / �/ // / �V I / //// // _ Tx 0 I I Ill I II I I I I I I I 1 1 1 I ° �/ N VARIABLE WIDTH h SCOTT R. COLLINS ham'° I / / Z 1 1 v i SWM FACILITY I / / L� Lie. No. 035791 �fvACCESSEASEMENT I I / / DB.PG. SIONAL E� / 2 PROPOSEDRIPRAP z OUT OUTFALLINTO I I I OAD R SIDE DITCH I I I I I \ J (n CMP I I I I \ o �5 o 24 23fV � \ If PROVED ASPHALT ! A F- w I 1 / \ I I IDR�VEWAY � m m_w \ALE�SS FOR'(2) LOTS w w \ z z w z 3 ��1 A y I I I v / ,I IIi I I I vA �� a��Qo z C) LOT 30 / V A \ \ \ V 0 s u u w z ca �_- o.86 AC A A A V A \ \ o a a o w g I o F m m ap z o zaa��o Inc Inc 0 0 >o LLJ oowoo > > z 0 c s Lu c y � O \ 1 A I A V A A \ \ \ V A I \ I �� ♦ A 1 V A A V A / o ° rvu^ F- 00 a / \ \ I o ( A \ V A A I ( \�V \ cou, G? w a m " o 0 / a D Co D o D a) SooI z \ D i I 111 II II \ Lu Q zo' GRADING - - -20GRADING A \\ I A % I� \ II II II \I o I/ EASEMENT EASEMENT x /% X V DB. 3zg2 PG.6o7 \ I� DB. 32gi PG.6o7 i ' I / I \ w n�i �� n�i N N N _ _ _ I I (/ s9z � \\ 11 C \ X \ o N ` I II II II \ X ''� 1 I I rl 6' WALL & MAINTENANCE I 8' WALL & MAINTENANCE EASEMENT \ EASEMENT \ PROPOSED 8"HDPEROOF DRAIN SYSTEM / / / / / / I I / \ \ / / [` o I I DB. PG. ---- \ - DB. PG. 1 W/ io' PRIVATE DRAINAGE EASEMENT (/) PROPOSED 8" HDPE ROOF / / / / �/ p NOTE: ALL TH UNITS SHALL HAVE ROOF i° 606 0� ry r -- n x V I DB.PG. / 0 0 4z I I I \ DDRAIN SYSTEM RAINAGEEASEM/ENTRIVATE ���� TW �6) �1�� 0 6�° y8' 666i�G�/G��/ / jl I I I DRAIN SYSTEMS THAT WILLCOLLECTTHE /� / / / / O 0° c° c� I I D tPm m m 9 9e F DB. PG. BW 6 6�' dS� bS6 by ° I I RUN-OFF AND CHANNEL IT FROM THE ROOFS / / / / VARIABLE WIDTH 04 0 I A, 68 \, I / / / SWM FACILITY 1 `� `� TW 690 TW 690 TW 6 1 13 I 68 bID / A TO THE PROPOSED DRAINAGE SYSTEM. / / -1 � � `_ 1 : • ::::'.. 16 / / / / / / h CCESS EASEMENT M a so Bw 688 Bw s \ `r 4 P DB. PG. o -�-===-- BLW - 4 I P=} N Tw 6so 3 BW 68 3D 2 rnQ wz a.0 -- ----- 3A N D Iw1rw - C--- LOT 03. 5 AR-6gi.83 1 687 1 1 - - - - - I - -- :::...... ri _ N off- _ 1 1 LOT 1 LOT 111*L©T LOT LOT 1 1 _ , - _ TW 690 FE-6gz.yg 1 1 LOT 3 LO1T -I L --- - I °...... t ii::: a'i:. - `9a, =3. �,.. > o T T �.---------- - --s -�- N 4 4 * * OTi --- z8 -- - - - - - - - - - BW 68 ', - - - 2 1 'GAR=' 24 11 23 1 I. 4A 1� - T .: - - � GAR-686.i I GAR-68z.00 / k. - �-� w I"I" I t ` z6 - - - -1 11 - 7 68o iGAR=�8.6711 I LOT AR-6 7 GAR-6 8.i7 1 F ER 6 1F FFE=68 .83 GAR 68z.6 FFE-68Z.67 GAR=68i. 1'FFE 6gb. 7 FFE=67933 ill 331 .. .....t...:. •.::::: •:::. •. 3 6 y 6 9 6p/o 1 FFE-68 .83 1 I FFE=68z.001 1 O .......::..: ..... ......::. , rr J J FE=6gi. 1 \ 1 GAR= 8 .83 1 IFFE 68333 1 GAR=6 g.33 j 1 6'1 ------ •' :::.:'::`::::;.:.. I, TMP 9� 3% i / i /...;� -- 75 / I 2 A > Q o -------- FFE=6 .o0 1 20 PUBLIC / �: 11 1 1 1 -- -- I _ 2�9 z11 �F r� 3 a N I LOT - 1 FFE=6 0 -1 - _ --I 1 PROPOSED STORM DRAINAGE ESMT `59,21 �S /�60 ® Lu c 1 W I =6go.5o 3� _ i o. -V A I 1> m. in ' o 0 1 i OUTFACE PIPE DB. -PG.- AR \ W 1 sg�.�7 - - 1 666 OPEN SPACE �� 6O4 z 1 11 2 6gti 5 -- -- • \ TW 689 L�T h ': ° , .. I .. �. _ -1 18 I 1 BW 68 I $ FE 660 _<' 20' PRIVATE 1 N , 90.50 DRAINAGE ESMT 5A \ I A I A \ V 'o I 1 --- VARIABLE I V 1 A \ V 608 \ V LOT 30 Q o ----- ------ -- \ �� DES0T0 DRIVE �� _ �� DESOTO DR Eli _ WIDTH SWM \ \ I \ LOT 2� \ \ \ \ \ \\ \ 37,4W, U I a °-- / I 1 �� \- 0. -FACILITY i 0 TW sa� ��- --- - ---1- 0-FRXATE R/W 49' PRATE o o FACILITv \ \\ I 9,o'zo5 \ \ �10 \ \\ \ \ _ ACCESS \ 2 ACRE BW 68 EASEMENT 1 I I \ \ \ r } \ \ v\\, J o 11 LOT AR=68g.i7 2 eI w - DB. PG. I \ \ I I 1 \ / 6>z \ \ \ \ Lu / 'Al'• °-• I I FE=6go.83 f; /'• - .. - \ \ 1 io' PRIVATE 1 I I \ \ w E 6i4 O 1 \ I I o �� _ u� =T - 1 I m a v� m I I EASEMENT \ I \ \ H� 0 z W I' < 10 o iD � I Ai ,o 0 0 o c � � � I � 1 I / \ \ ul � �� U' 11 LOTLFE=6' g.i7 2�0 1 m�, I - I -_I 1 1 I I I __ / �6/T V A w I,I 10 o.83 - -I GAR-6 7 0o 1 :. • I- - - 19 20 I I - \ \ LLI z PROPOSED 8' _ - 11GAR=6 5.501 1 W _ I GA 8 8 I _ _--I' _ _ 6 1 A HDPE ROOF DRAIN , ---------I <I 12 I� 11 IFFE=68 .i7 I 1 68� GAR-6 z.33 11FFg6 i o IGAR-68.i7 _ FFE=6 JE6 4 7 FFE-6 i /LLI11 g 1 ,GAR-6 7 37 F 03 / 4FFE 68 3i FFE-68 .8 GAR-6 i. a 11L - FF R-6 9'5011 FFE=67 .83 11 7 -" I 6. PIT E W/ 1O I LOT AR-68 . 2b/C., - 17 7 1 WAR 68 . 03 7 G =6 0a7 �u1I - 6� j QFFE-65 1-7---4--- _ LOT LOT 1 LOT zo EASEMENT RAINAGEI FE=6go.83 �3 LOT �5 11 Li6T / LOT I --1g LOT L T LOT 1 LOT 1 - ------ ---�--�-� - fl- �� � 1 \ (n 0 21 -- 1 - m o DB. PG. IV A - iri 1 .. 1 I , `I LOT 1%1- I ' 1 / I I 111�h `° - zL- - - s ._0 i° --- -- --- II io a �J.J I I TW 87 i 1 AI 12 ARv-fag.83 4----- - - --- /1i ! 1 ! I V" .9 °D� A. a I 0 0 a: BW 8 I - 9�49 -�- --_ ---- >> -�i 1F iAd ---- ----=1 ------ --- ----- -- -- _ .:: �.: IF IN M01� I. `� `o �° O n FE 6 I I I TW 6 ---- - 0.28 J- ------ --- ' I , BW 684 -- -- - 0 _I -- _ - - I P , ---- I � 1 ID a I \ � I I I I I T ` 1 ` I � � 0 N I I I F P - I - 1 PROPOSED$„''7;:: / / i :.:.I::::• \ \ 6 HDPE ROOF DRAIN I I I I O r I 0 ma m�, G� i90 SYSTEM W/ io' � / / CV 1 co 6� p cb a ry p 0 6 .y- ry o m N o 00 �D a N o w b a N 0 0j (D a a ry 0 00 l0 \ PRIVATE ,69 �� co 00 1 v - D ' w o D o o w N ery ry ~ o I PROPOSED 8" 20' DRAINAGE ' 1 \ DRAINAGE / DB. LPICG / HDPE OF DRAIN I I ESMT PUBSYSTEM W/io' DB. PG. DRAINAGE ESMT� DB. PG. / yEZ PRIVATE 20'PUBLIC UTILITY 6 DRAINAGE I ESMT I I I I I / / / / / / U °o EASEMENT I DB. PG. I I F- w / Lu DB. PG.Ln / I I I / / �� �� �� / tu 0 x I XISTIt� MANAGED STEEP SLOPES TO REMAIN / / / I I I I I I I / �/ JOB NO. 0 I / NOTE ALL PUBLIC WATERLINE / / i I I I I GRAPHIC �SCAY E ��2066 0 \ NOTE: ALL PUBLIC WATER AND SEWER - / EASEMENTS SHALL BE PLATTED PRIOR / / / / I I I I I I I � FACILITIES SHALL BE DEDICATED TO / TO FINAL SITE PLAN APPROVAL SCALE o 30 0 0 30 60 120 a I I THE ALBERMARLE COUNTY SERVICE / / I I 111 = 301 0 I I I AUTHORITY / / / / / / / / / / I I I I I I I I I ( IN ; EET )If I SHEET NO. a inch 30 ft. I 15