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SDP202100074 Plan - Approved 2022-05-16
GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 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.: 056A1-01-00-02600 (PORTION OF) - 4.874 AC 056A1-01-00-029R0 (PORTION OF) - 3.109 AC TOTAL AREA: PHASE !l = 21.022 ACRES PHASE !lA = 4.953 AC (THIS SITE PLAN) NOTE- PHASE l (RECORDED IN JANUARY 2020) IS 10.377 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PROPOSED USE. PHASE ll (102 UNITS TOTAL - PHASE ll) 64 SINGLE FAMILY ATTACHED RESIDEN7IAL UNITS (VILLA AND TOWNHOUSE UNITS) 38 SINGLE FAMILY DETACHED RESIDENTIAL UNITS PHASE l/A (THIS SITE PLAN) 14 SINGLE FAM/L Y A TTACHED RESIDENTIAL UNI IS (VILLA AND TOWNHOUSE UNI IS) 10 SINGLE FAMILY DETACHED RESIDEN7IAL UNITS DENSITY OVERALL DEVELOPMENT - ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT = 6 DU/AC PHASE I RECORDED ACREAGE = 10.377 ACRES & 50 UNITS PHASE lI & 111 GROSS ACREAGE = 31.091 ACRES (GROSS ACREAGE) PHASE II & I!l NET ACREAGE = 30.798 ACRES (NET ACREAGE) OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES x 6 UNITS / ACRE = 247 UNITS OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS - PHASE 1, 102 UNITS - PHASE ll, & 95 UNITS - PHASE Ill) PHASE IIA (THIS SITE PLAN) ALLOWABLE NET DENSITY = 6 DU/AC x 4.953 AC = 29 UNITS PROPOSED NET DENSITY = 24 UNITS / 4.953 AC = 4.85 DU/AC OPEN SPACE.• PHASE ll OPEN SPACE REQUIRED = 21.02 AC x 257. = 5.26 AC OPEN SPACE PROPOSED = 2.98 AC (14.27) GREEN WA Y AREA = Z 07 AC (33. 69) GREENSPACE PROPOSED = 10.05 AC (4Z87.) PHASE IIA (THIS S17E PLAN) OPEN SPACE REQUIRED = 4.953 x 257. = 1.24 AC OPEN SPACE PROPOSED = 2.367 AC (4Z59) NOTE. 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 /S PROPOSED TO BE DEDICATED PUBLIC SPACE. PRESERVED/MANAGED SLOPES. • THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEET 2. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN. BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT- 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) SIDE., NONE - MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) REAR: 20' MINIMUM GARAGE. 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK SUBDIVISION STREETS: CURB & GUTTER WATERSHED: c NGHOLE I LICx REEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY • THE BOUNDARY LINE PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019. INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. A BOUNDARY LINE ADJU57MENT PLAT WAS CREATED BY ROUDABUSH GALE AND ASSOCIATES IN FEBRUARY OF 2021 FOR THE PHASE IIA S17E AREA. DATUM: NAD 83 EXIS77NG VEGETATION: PAR 77ALLY WOODED WITH 2 RESIDENCES ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS PHASE I IS CURRENTLY UNDER CONSTRUCTION. LIGHTING: NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. ALL PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SEC77ON 4.17 AND BE BELOW 3000 LUMENS PARKING: PHASE ll 64 SFA UNITS = 128 OFF-STREET PARKING SPACES REQUIRED MINIMUM (1) DRIVEWAY SPACE -I- (1) GARAGE SPACE TOTAL PARKING PROVIDED: 128 OFF-STREET PARKING SPACES GUEST SPACES. • 1 SPACE PER 4 UNITS = 16 SPACES REQUIRED GUEST PARKING SPACES PROVIDED: 1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES TOTAL GUEST PARKING PROVIDED = 26 SPACES TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES = 216 SPACES TOTAL PARKING PROVIDED: 192 SPACES t 37 SPACES = 229 SPACES NOTE. THE ADD177ONAL PARKING PROVIDED WITH THE PHASE l DEVELOPMENT DOES NOT EXCEED 207. OF THE REQUIRED PARKING ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNA GE, SEE SITE PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET. PHASING. • PHASE ll SHALL BE DEVELOPED WITHIN 3 PHASES CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE IIA. PHASE ! IS CURRENTLY UNDER CONS7RUC77ON AND PHASE 3 WILL BE 774E RESIDUE PARCELS. BUILDING SITES. • EACH LOT SHALL CONTAIN A BUILDING SITE THAT COMPLIES WITH 774E REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES. A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL TMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT. SEE EXIS77NG COND177ONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS. • RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. NO RETAINING WALLS PROPOSED W/774 THIS SITE PLAN FOR PHASE IIA. LANDSCAPING. ' STREET TREES ARE PROPOSED WITH THIS 517E PLAN ALONG THE NEIGHBORHOOD STREETS THE T WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORT RE H IN IN ACCORDANCEQ SECTION 32.7.9 OF THE COUNTY CODE, SEE SHEET Z TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: RECREA77ONAL AMEN177ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT. PHASE ll WILL ADD TO THESE AMEN/ 77ES W! 7H A PASSIVE RECREA 77ONAL AMENITY. A ]RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE TRAIL. IMPERVIOUS AREAS: PHASE lI PHASE 11A PROPOSED ROADWAY- 107, 632 SF 22,063 SF PROPOSED SIDEWALK: 31,251 SF 8,429 SF PROPOSED BUILDINGS: 161,712 SF 30, 840 SF PROPOSED DRI VEWA YS: 46,692 SF 6. 471 SF TOTAL IMPERVIOUS AREA: 347,287 SF 367.67,803 SF Jl, LAND AREAS: PHASE ll PHASE !IA RIGHT-OF-WAY. 176,676 SF (4.06 AC - 19.390) 36,021 SF (0.83 AC - 16.8%) LOTS.• 355,799 SF (8.17 AC - 38. 99) 74,912 SF (1.72 AC - 34. 7%) OPEN SPACE.• 130, 512 SF (3 00 AC - 14.39) 28,747 SF (0.66 AC - 13.3%) GREEN WA K 30,7969 SF (Z 07 AC - 33. 6i) 78,241 SF (1.80 AC - 36. 3%) FIRE FLOW. EXIS77NG FIRE FLOW AT HYDRANT LOCATED ONSITE IS 3,240 GPM AT 20 PSI. ISO CALCULATIONS: THE MAXIMUM REQUIRED FIRE FLOW FOR 774E PROPOSED USE, BASED ON ISO CALCULATIONS, IS 1100 GPM. PLEASANT GREEN - PHASE 2A PHASE IIB FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-02500� 1.85 ac. DB 5495, PG 635 PHASE III STANLEY MARTIN COMPANIES LLC TMP 056A1-01-00-029R0 3.109 ac. DB 5495, PG 635 PHASE I T 14 �C 5 LOT / LOT / / L G or' �• LOT ,f 6 z z 5 R I z6 O `.,. ss i ! oK l / •+.,. ` / / ., yV LOT / 54 ,.• .•;..,.'• ..•'. ! I / 1� / - LOT I / / / / * `mil, 6 \" OT LOT / / 7 / \ 4 / 53 r i` , 74 , PHASE IIA LOT 72 1 •: � •.'� •: - •: -'• �: -':�': / / / / � , / Lor , / // / Lor / / �,, ' `• '�,' %". ��� ':�/ STANLEY MARTIN COMPANIES LLC TMP 055CO-03-00-000AO .~ LOT DB 549-5,`PG 635'a- �'„ LOT •"�`�• l \ 69 woo ---- ® /DT 00000000 ®®®68 00000000 � / /r STANLEY MARTIN COMPANIES LLC 0 TMP 056A1-01-00-02600 ®® �`'�• \� --- 4.8,74 ac. - 000000000000000 0 ®®0 00000000000 ���-- 0® ®® �0 `®®00 00 \ ®0 00 ®0 NO TES. 1) THIS PROPERTY DOES NOT LIE WITHIN 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 PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS 5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. TRIP GENERATION CALCULATIONS ADTRATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 358 VPD 28VPH 38VPH PROPOSED-38 DWELLINGU NITS (179 ENTER/179 EXIT) (7 ENTER/21 EXIT) (24ENTER/14EXIT) CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 468VPD 30VPH 36VPH PROPOSED-64DWELUNG UNITS (234 EN TER/234 EXIT) (8 ENTER/22 EXIT) (24ENTER/12 EXIT) 826VPD 58VP1A 74 VPH TOTAL: 136PROPOSED DWELLING UNITS (251ENTER/251EXIT) (15 ENTER/43 EXIT) (48 ENTER/26 EXIT) 'TRIP GENERATION CALCULATIONS 8A5ED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 0� .\ \00 �\\ \0 �\ LOT SHEET LAYOUT SCALE: 1" =60' r � LOT LUT x z6 z7 '�(/� , : �• LOT ` z LOT \ LOT \ ze =a \ \ LOT Or PHASE I 1g z 9 LOT 31 \ \ \ LOT T \ / BUILDING CODE NOTES: HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT 1. RETAINING WALLS GREATER THAN 3 FEET IN H GHT R UIR A SEPARA U G Q REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. LOT 4s VICINITY MAP SCALE: 1"=2000' Submittal Type Reviewed and Approved by the Community Development Department DateL b, 7-07%L- File# f>D P 707-_I_�' Signature Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 SITE NOTES & DETAILS 6 UTILITY NOTES & DETAILS 7 LANDSCAPING PLAN & DETAILS 7 TOTAL SHEETS NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE E APPARATUS CODE FOR VIRGIN IA APPENDIX D FOR FIR D ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 WELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE O T FAMILY ATTACHED UNITS FROM HE EXISTING PUBLIC RIDGE ACCESS ON BLUE RI E AVENUE. PRIOR TO ANY ADDITIONAL NIT O UNITS BEING CONSTRUCTED N THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LEGEND EDGE OF PA VEMENT CURB I PROPOSED ASPHALT PA VEMEN T EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK o VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE cc PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506, 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 rw 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE ° ° PROPOSED & EXISTING GUARDRAIL . . .-=-.-. . . . . . PROPOSED FENCE O O 0 (0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING (;� S• � ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION , HEALTH DEPARTII/IENT 1rI 0 SCOT] R. LNNS Z No. 35791 ,� 2/14122 �'*ALtONE� ZO ¢ O m N` LU 0 coil J 1 M o > LU H W c ' w w z z w V) z J 0 U 0 ui ce U En z c 0 U J c ¢ i z i- U- 0 i LU V g s a J RD 0O Vj z o q� O 0 c 1 z � 0 n z In z o I z H O r LL 7 o � OLU 0 LL -D O 0 z O H � o � o 0 U 0 U W Lu N IN �(h IN 10 ¢ n � N 'I O 0 L9c <J/ r L > M U O co v 3 N Q) 0 ('7 CL T C 1 fs v CN C 0 v 70 N W rn r) N o V J o W t O L > W ` 0 L9 O 110 3 N W C\1 W" re) \J' O 0 U o L U Q U� L 1 0 o ^ W �-- T E W U) LLJ c� I'- L„V/ L z � w W Li1 z W N Z I.L � z w z Q 0 0 0 WA < >, 0-110' '^r' I W J a 0 0 L [Z Q I^^I,, I1� > En U o O L 0 E • t �,? y< • M� -, " , �, � ? -1— ___-, -V -- --�-�- �_ .- __ __ - _______. 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