Loading...
HomeMy WebLinkAboutSDP202400026 Plan - Submittal (First) Initial Site Plan 2024-05-20LEGEND OWNER/DEVELOPER Post Office Land Trust, Charles Wm Hurt & Shirley L Fisher Trustees PO Box 8147 EXISTING NEW DESCRIPTION Charlottesville VA 22906 ZONING BENCHMARK Planned Development Mixed Commercial SITE PROPERTY LINE Airport Impact Area, Entrance Corridor, Steep Slopes - Managed ZMA201700005 was approved in January of 2020 as an amendment to — — — — ADJACENT PROPERTY LINE ZMA200100020 & ZMA201300004 DISTRICT BUILDING SETBACK Rio Magisterial District o- ti PARKING SETBACK PROFFERS PER ZMA201700005 0 10 PARKING COUNT Proffers, application plans, and codes of development approved in conjunctions with PDMC zoning of this site. — —510— — 10 INDEX CONTOUR BUILDING STANDARDS ---508--- 12 INTERVAL CONTOUR 1B0 Per approved ZMA201700005, residential build -to lines are provided as follows: 311.5 x + SPOT ELEVATION Build -To Line: 0-10' from edge of sidewalk in Mixed Use Areas 311.5 TC x 11 11 + TOP OF CURB/BOTTOM OF CURB ELEVATION 0-20' from edge of sidewalk in Residential Areas s+W Side: None 311.5 TW x +11 TOP OF WALL ELEVATION Rear: None 311.5 BW x SOBW +11 BOTTOM OF WALL ELEVATION SOURCE OF TITLE — - — STREAM DB 2904 PXX, P065(2.02 acres) STREAM BUFFER SOURCE OF BOUNDARY AND TOPOGRAPHY 100 YEAR FLOODPLAIN Boundary and Topographic Information was compiled from a field survey prepared by Meridian Planning Group. Additional topographic information was downloaded from Albemarle County GIS and LIDar. BUILDING RETAINING WALL BENCHMARK O RETAINING WALL HATCH Datum for topography is NAVD 88 FLOODZON E RAILING FEMA flood insurance rate map (community panel 51003C0140D), effective date February 4, 2005 shows this property within zone'Y' STAIRS and no portion of the property within the 100-year flood plain. EDGE OF PAVEMENT RESERVOIR WATERSHED ROAD CENTERLINE This site is not within a watershed of a public water supply. FRONT OF CURB WATER & SANITARY SERVICES BACK OF CURB This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing sanitary sewer CG-12 TRUNCATED DOME line is located on the property and an existing waterline is located along Laurel Park Lane. SIDEWALK FIRE PREVENTION BIKE PARKING A new fire hydrant location is proposed with this site plan. HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CROSSWALK ITE Trip Generation, 11th Edition CONCRETE AM PM WEEKDAY ASPHALT Use Description ITE Qty IV In+Out Total In Out Total In Out Total RIPRAP Single -Family Attached Housing 215 44 Units 68 24 1 18 1 12 30 158 1 159 317 X m oHU UGU q � RD � Lw% S W WE O O FHA AFDC GAS — X m OHU UGU OHE UGE ED RD O S W WE ® O wv FHA FDC EC-2 MATTING EC-3 MATTING Trip generation reflects AM and PM peak hour traffic. WETLAND TREELINE FENCE UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FIBER OPTIC STORM STRUCTURE NOMENCLATURE STORM MANHOLE DROP INLET (CAST INPLACE/PRECAST) STORM SEWER PIPES ROOF DRAIN SANITARY STRUCTURE NOMENCLATURE SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER LINE WATER SERVICE LINE WATER METER (WM>1",WM<1") WATER METER VALVE FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS LINE EASEMENTS CONSTRUCTION/GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER DRAINAGE SANITARY WATERLINE GASLI N E EXISTING USE Vacant PROPOSED USE 44 Multi -Family Stacked Homes BUILDING HEIGHTS Minimum Allowable Height: 2 stories Maximum Allowable Height: 4 stories Proposed Building Height: 4 stories PARKING SCHEDULE REQUIRED PARKING: Per Albemarle County Code of Ordinance Sec.4.12.6: Residential = 2 Space Unit 2 Space x 44 Units = 88 Spaces Required. 1 Unit Additionallly Per Albemarle County Code of Ordinance Sec.4.12.6: Residential =1 Guest Space Unit 1 Guest Space 4 Units x 44 Units = 11 Guest Spaces Required. PARKING PROVIDED: Residential = 44 Garage Spaces 44 9' x 18' Garage Apron Spaces 12 9' x 18' Guest Spaces 100 Spaces Provided note: This calculation does not include 7 on -street spaces provided on Berkmar Drive. OPENSPACE/RECREATIONAL In accordance with the approved code of development for ZMA201700005, a minimum of 7% of the site area shall be reserved for amenity space. Sheet C4 shows two potential locations for amenities, totalling 13,250 SF (or 15% of the total site area). INITIAL SITE DEVELOPMENT PLAN HOLLYMEAD TOWN CENTER REGIONAL SERVICE AREA C: BLOCK VII STEEP SLOPES Preserved slopes are not present on the property. Managed slopes are shown on Sheet C2 and C3. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. STORMWATER MANAGEMENT NOTES A regional stormwater Management facility is present on Parcel 32-41 D3 and has been designed to treat runoff from this site. LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. There shall be no light fixtures exceeding 3000 lumens. No High Intensity Discharge Lighting shall be used. Illumination at the ground emitted by townhouse wall -mounted fixtures or any other fixture source shall not exceed 20 footcandles. No Lighting plan is required for this Site Plan. VICINITY MAP SCALE :1"=1000' F `w -_1k A ff i N yl/4 o � i Map provided by Albemarle County GIS SHEETINDEX TAX MAP 32, PARCEL 41 P ALBEMARLE COUNTY, VIRGINIA 9„n \o,, yo C1 COVER SHEET C2 EXISTING CONDITIONS & DEMOLITION PLAN C3 LAYOUT GRADING & UTILITY PLAN C4 LANDSCAPE PLAN SITE J I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 43 =.5140 CHARLOTTESVILLE VA, 22902 JUSTIN®SHIMP-ENGINEERING.COM /�. �4�ALTH O O L v JUSTIISHIMP Y Los- o.45183 _SIONAL aN� DESIGNED BY Your Name CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN HOLLYMEAD TOWN CENTER AREA C - BLOCK 7 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024.05.20 REVISION: 1) 2024.05.20 (INITIAL SUBMISSION) FILE NO. COVER SH 24.012 EET C1 STM-14 TOP 506.51 INV. IN 599.60 NF N 47'42'33"�N 41.2(' NF I � C I D �II m � I I all IA D> I I rn I I � � � � 1 o 20' WATER ESMT DB 3515 PG 562� DB 3515 PG 556\ TMP 32-41Q \ LTD HOLLYMEAD, LLC ZONE: PDMC USE: COMMERCIAL DB 4731 PG 705 m J N STM-15 20'X10' TOP 6 .39 326 PG 73 INV. U 600.CA r ISTING I � I I \ \ I ( (To REM G) 2 N42°1 8�06"E 335.16' 2 ' / o i 66 � / BUILDING ETBA (S p SIGN I ( 0 REMAIN) wV / -----------622--- \ i L REMOVE EXISTING CG-7 BERKMAR DRIVE STATE ROUTE 1403 (VARIABLE WIDTH R/W) DB 3265 PG 68 l y 6 i _608� \ \ \ V A V A \ REMOVE EXISTING i w/ STOCKPILE (MANAGED SLOPE) v v v\ v v\ I v \ V A \ \ \ \\\\ , ��'� / /6 / 2 _ 1,750 SF TMP 32-41P x -- P�cs�6 POST OFFICE LAND�� -------- - - �� 3 -5z6 - \ \ \\ \ \ \\ \\ \ ,TRUST; CHARLES Wiv \ - - i O \ \ \ \ \ V \ H�JR-T,& SHIRLEY" L — =- FISHER--TiRLISTEES OBZONE: PDM��,_�18--—�-- 2904 PG 065 ��� Av 2.02 AC.--- �v NF \ \ v v — -616 \7-- 614-- \. \ _ cP_ \ --616 \ S —60 \ \\\—\\ \-60 S \ 0�3 V A \ `SSMH-7 A \ 602 — _ 20=SAMLARY SEOIER_ESMT V A V \674� . NF \ \ TOR 592.63 \ �603265 Pj68— INV. 1N 580.63 \ \ 6\ Q (TOLE RELOCATED) —672 \ Jl TO @E RELO^"`11,900 SF \ \ \ \ \ \ \ S9 1 `RECREATION AREA,S880 _� -- i \ \ \ \ 20, SANITARY SEWER ESMT — — / ----- \ �^ 1------��— \ ___ _______—_-- - _ �61 DB 3265 PG 68 � _-----_—_--------�— \ 0 '�— �— - (W REMAIN) I '� `586 \ — �\ \ \ \ \S�S90`9� 9A� \ \ S`96. \ 598. _ — _ \ �O� 20' PRIVATE DRAINAGE ESMT- IDS 3515 PG 556 i "I 1?`10 DB 3516 PG 494 RIPR R AP \ \ \ \ \ S44°08'49 209.18' — \ r \ \ i _ SSMH-6 / P / STM�18 SS �cP \ S9 INV = 77.88 6\ \ 2 94\ \ 20' WATER ESMT ST \ DB�515 PG 556 ' / ' / �O / OP 583.8\ 61 \ \ �� N� f 582 —IN- OUT �7 7� 52 AMP 32-41 R \ \ POST OFFIC-LL-AN-E TRUST; — - -�CkLARLES WM HUR1,` _ SHIRLEY L-FI-SHER TRUSTEES ZONE: PDVC-� \ _ 1h USE: OPEN ,(�1 \ DB 2904 PG 065 //� ��M-16 w Q, / f wM /wV "" OUT 57�XZ N W C4 m TMP 32-41A2 RIVANNA WATER & 17 SEWER AUTHORITY ZONE: RA USE: VACANT LAND DB 4912 PG 328 1.6 AC. SHIMP ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST 434 22] 5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 v JUS!SHIMP LTI>0o. 45183 4j�' 00 DESIGNED BY Your Name CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN HOLLYMEAD TOWN CENTER AREA C - BLOCK 7 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024.05.20 REVISION: 1) 2024.05.20 (INITIAL SUBMISSION) FILE NO. 24.012 EXISTING CONDITIONS / DEMOLITION PLAN 0 C 2 STM-14 TOP 606.51 INV. IN 599.60 n c� n x '^ X N > A N CJ > ST - 20'X10' DRAINAGE ESMT W W I, TO 6 .3965-2G_7�y yy oo jJV +08 Gp,S /iF\ 5d ST G C - 2. r I I I d I / O 19 / \ / (o �(� 52' - 6� � 0' M [MUM ® / m BUILD[ G ETBA r n I ( P SI III IIN/ L J 26' N m IL m 00, I6 o. BERKMAR DRIVE STATE ROUTE 1403 (VARIABLE WIDTH R/W) DB 3265 PG 68 i E = 610.5 FIFE = 611.5 FIFE 612.51 FFE = 6-1.3. FFE = 614.5 FFE = 615.5 FIFE - 51 5 y l -13�- 4❑ ❑5 73 - - 75 76 T 8�j 'T 10 71 2 IFFE= 610.0 FFE = 511.0 [FFE = 612.0 11 FFE 613.0 11 FFE = 614.0 1 FFE = 615.0 FFE = 616.0� FFE = 617.0 I L--J L--J L--J L--J LL--J I T a r5 / - --- -- /�I ,I I m L J �4622tJ�I I F1 F - -. I Ij10, v \ Z / /� - - - 624 I00 8��iy � 15 O I 1 \ \ \ �608, 20' WATER ESMT \ - - \- C 1 GUIES�SP \ \ 9' X,, DB 3515 PG 562 \ .1 I \ \ \ _� -� \ \ Vrs ws -� a / \ I, / / DB 3515 PG 556 - -- - 62 > /4L - _ � 1,750 SF / TMP 32-410 _ \ GREENSPACE \ \ \ \ \ � \ \ � _ LTD HOLLYMEAD, LLC a• ZONE: PDMC \ �G 5 6 �, _ i as V A v 0� USE: COMMERCIAL 3F�26 - \ \ sob\\ \ - - - - - - - - oo q o DB 4731 PC 705 og 104 09 19 �\ 1 N' \ 1 � 611.5 1 FFE = 610.5 II �� r606.O111 1 FFE = 607 676-� s9 N 602 > 19 \61¢18 77 \ \\\ \ T 263 \ 6 0 / > > - 26_= 22 - ._21 26 = 12.0 FFE = 611.0 - 6 � 26 27 � _�. _ 0 � FFE _ FFIFE �608.0 /FIFE606.5 = 6 -•2� 1 2 wel 11,50 SF 1 %Sg0 \ \ RECQRFA ION R \ \ \ \ ALK 20, SANITARY SEWER ESMT DB 3265 PG 68 I k 86 \ (� �s S9S92\9St 596. 598� 0\ - - (TO REMAIN) NN - \ 60g, 0� 0hs06'�\/`I 20' PRIVATE DRAINAGE ESMT J \� IDS 3515 PG 556 i "I P �% co Q IDS 3516 PG 494 0 - 0 l l CP SSMH-6 /P \ 8& cP� "IQ � \`59 420 ES > / _ \ ST \ D 3515 PG 556 \ > > /' Z 582 -INV. SN 5877. 5 Six \ > > AMP 32-41 R > > > INV. OUT .5\77�\52 ` \ \ > > \ POST OFFIC-E` L-AN-D TRUST; �CkARLES WM HUR1>` >->\ STIIRLEY L F-SHER TRUSTEES > ZONE: PDVC_� 1h USE: OPEN ;©WM DB 2904 PC 065 /-�TM-16 w P fwV � V. IN 576. Q \ OUT Sv3Q� Q TMP 32-41A2 RIVANNA WATER & SEWER AUTHORITY ZONE: RA USE: VACANT LAND DB 4912 PC 328 1.6 AC. SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4M.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM o J�� v JUST'I)W SHIMP Wo. 45183 o w"Ir ��`S'SInTr AT 1v��� DESIGNED BY Your Name CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN HOLLYMEAD TOWN CENTER AREA C - BLOCK 7 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024.05.20 REVISION: 1) 2024.05.20 (INITIAL SUBMISSION) FILE NO. 01A AA LAYOUT GRADING & UTILITY PLAN 0 C3 / f NL._. BERKMAR DRIVE STATE ROUTE 1403 >(VARIABLE WIDTH R/W) DB 3265 PG 68 7 ON —STREET SPACES @ 9' 20'W W W - Gp,S E�ISTNG C� -2 a / ib 51Df1NkL ' n �I (/ L--J [ilL"J —al5❑ 10 11 2 13 15 16 ns h �� �, ❑ i _ , _ A I I \ r I I 4• /Cc--� r�—� r--i r� —� ri r_ /`.I r--� r �� I-� —� r--� r--� r--� r--� r--� r---1 , J L / SSMH-6 / /' ,y. LEGEND: LARGE SHADE TREE MEDIUM SHADE TREE ORNAMENTALTREE SCREENING TREE SCREENING SHRUB SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 4M.227.5140 CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM 4?�f. o v JUSI SHIMP I� o. 45183 DESIGNED BY Your Name CHECKED BY Justin Shimp, P.E. INITIAL SITE DEVELOPMENT PLAN HOLLYMEAD TOWN CENTER AREA C - BLOCK 7 ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024.05.20 REVISION: 1) 2024.05.20 (INITIAL SUBMISSION) FILE NO. 24.012 LANDSCAPE PLAN 0 C4