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HomeMy WebLinkAboutSDP201600057 Plan - Approved Minor Amendment 2017-01-1901�Ll 14lkfaELI Lois DEVELOPER: STONEHAUS DEVELOPMENT, LLC TOTAL AREA AC 2421 IVY ROAD Belvedere Blvd Dedication CHARLOTTESVILLE, VA 22903 31.318 434.974.7588 OWNER: TMP 61-1S8A 34.225 D.B. 3846, PG, 518 (RECORDED FEB. 2, 2010). The Reserve at Belvedere final site plan BELVEDERE STATION LAND TRUST 16.144 2421 IVY ROAD Belvedere Town Center (SUBJECT PLAN) CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING z 200 GARRETT STREET, SUITE K z CHARLOTTESVILLE, VA 22902 TOTAL AREA OPEN SPACE CONTACT: MR. SCOTT COLLINS, PE 85.133 434.293.3719 TAX PARCEL #: 06100-00-00-158AO T1 tTAI t!C'Rr-Gr'F- 4 4AA ar_ ZONING: NMD PER ZMA# 07-04 W1 BELVEDERE COD THAT WAS LAST REVISED ON JULY 22, 2014) A7 PROPOSED USE: MIXED USE- COMMERCIAL AND RESIDENTIAL 19 TOWNHOUSES 8 APARTMENTS 25,000 SF (MAXIMUM) NON-RESIDENTIAL COMMERCIAL, OFFICE SPACE. COMMERCIAL BUILDINGS FOOTPRINTS, Sl, -,'ES, AND HEIGHTS MAY CHANGE, BUT THE TOTAL SF OF ALL THE COMMERCIAL, NON-RESIDENTIAL SPACE SHALL NOT EXCEED 25,000 SF. NOTE: NON-RESIDENTIAL USES MUST COMPLY WITH USES PERMITTED IN THE CODE OF DEVELOPMENT. DEVELOPMENT DENSITY: 27 DU / 3.446 AC. = 7.84 DUA PHASING: THE PROJECT WILL BE PHASED AS INDICATED ON THE APPLICATION PLAN. THERE WILL BE A MINIMUM OF (3) PHASES. PHASE I WILL INCLUDE THE TOWNHOUSE UNITS ALONG THE PRIVATE ROADWAY. PHASE II WILL INCLUDE THE TOWNHOUSE UNITS LOCATFD ALONG BELVEDERE CIRCLE. PHASE III WILL INCLUDE THE COMMERCIAL DEVELOPMENT, AND PARKING AREA FOR THE DEVELOPMENT. PRE -APPLICATION MEETING DATE; JANUARY 3rd, 2011. PROPOSED MAXIMUM ONSITE LOT COVERAGE (IMPERVIOUS COVER): ROADS/ALLEYS & PARKING= 41,956 sf (0.96ac) SIDEWALKS= 14,818 sf (0.34 ac) TOWNHOMES= 10,126 sf (0.23ac.) BUILDINGS= 16,488 sf 0.38 ac TOTAL = 83,388 sf (1.91ac) EXISTING BELVEDERE BOULEVARD & PATH DRAINING TO RETEN77ON BASIN= 75,3555f (1.73 ac) FUTURE/APPROVED APARTMENT COMPLEX DRAINING TO RETENTION BASIN= 375,9115f (8,63aC) 6 PARKING REQUIRED; TOWNHOUSE UNITS w/ PARKING IN DRIVEWAYS & GARAGES: (2.25 SPACES / UNIT) x 19 UNITS= 43 SPACES NOTE: 2 SPACES PROVIDED ON EACH LOT NET REQUIRED TOWNHOUSE PARKING: 43 SPACES - (2 SP/LOT) x 19 LOTS = 5 SPACES APARTMENTS (NO GARAGES) (2 SPACES/ UNIT) x 8 UNITS = 16 SPACES NON-RESIDENTIAL: �- OFFICE AREA - 9,500SF (80%) x 1 SP/200 SF = 38 SPACES 9` RETAIL. - 5,000 SF (80%) x 1 SP/100 SF + 6,500(80°74) x 1 SP/200 = 66 SPACES RES+"AURANT/OUTDOOR SEATING AREA - 1,650 SF x 13 SP/1000 SF = 22 SPACES TOTAL SPACES REQUIRED IN SHARED LOT = 5 + 16 + 38 + 66 + 22 = 147 SPACES ORIGINALLY APPROVED TOTAL REQUIRED SPACES =147. THIS NUMBER ALSO ACCOUNTED FOR THE ELIMINATION OF 6 OIC` -STREET PARKING SPACES ON THE ADJACENT DEVELOPMENT THAT ARE NO LONGER BEING REMOVED. PARKING PROVIDED: Y PROVIDED b°�:I SPACES F E REQUIRED 7 WITH THE APPROVAL OF THE SHARED PARKING AGREEMENT, THE APPROVED SET OF PLANS 0 DED 96 PA NGS C S OR TH R QU R 14 SPACES. AMENDMENT #1 GAINED 6 PARKING SPACES BY NO LONGER CONNECTING THE ALLEY TO RUSKIN CIP7 E. THE NET TOTAL RESULTS IN A GAIN OF 6 PARKING SPACES IN THE SHARED PARKING ANALYSIS. THUS NO MODIFICATIONS ARE NECESSARY TO iviC`E T MINIMUM PARKING REQUIREMENTS. THE OVERALL p'ARKING REQUIREMENTS HAVE NOT CHANGED WITH THIS SITE PLAN AMENDMENT #2. THE BUILDING AREAS IN THE PARKING CALCULATIONS HAVE BEEN UPDATED TO REFLECT THE PROPOSED SQ.FT. OF THE EXISTING AND PROPOSED EUILDINGS. NOTE: A SEPARATE SHARED PARKING REQUEST WAS PREVIOUSLY SUBMITTED AND APPROVED THAT IS MORE RESTRICTIVE AND THE RESERVE AT BELVEDERE FINAL BUILD -OUT PROVIDES 4 ADDITIONAL PARKING SPACES ALONG RUSKIN DRIVE DUE TO THE REMOVAL OF BUMP -OUTS. THESE 4 ADDITIONAL PARKING SPACES & THE 6 SPACES GAINED ARE ADDITIONAL SPACES FOR PARKING FOR BOTH THE: RESERVE AT BELVEDERE & THE BELVEDERE TOWN CENTER. TOPOGRAPHY/SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM THE REZONING OF THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN JUNE OF 2011. BENCHMARK: EXISTING MANHOLE ALONG BELVEDERE BOULEVARD IS 4703 (SHOWN ON SHEETS 1 & 2). DATUM: ELEVATIONS BASED ON NAD'83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RAE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NONE ON THIS SITE. WATERSHED: UPPER RIVANNA RIVER WATERSHED EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON 50%+ OF THE SITE. ACCESS: THIS DEVELOPMENT WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVATE ROADS AND PRIVkTE ALLEYWAYS. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT. PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR TOWNHOMES WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 8-16' SIDE SETBACK: 0' REAR SETBACK: 10' PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR COMMERCIAL, MULTIFAMILY OR CIVIC USE WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 5' SIDE SETBACK: 5' REAR SETBACK: 10' NOTE.- FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R. 0. W., THE BUILD -TO LINES SHALL APPLY Oft Y TO ThE PRIMARY ELEVATION, 10 TRASH COLLECTION: EXISTING DUMPSTER ON THE SITE SHALL BE USED FOR ALL COMMERCIAL OFFICE/RETAIL AND RESTAURANT SPACES AND SHALL INCLUDE TRASH SERVICE FOR THE 8 APARTMENT UNITS. EACH TOWNHOUSE UNIT SHALL HAVE THEIR OWN TRASH RECEPTACLE, DUMPSTER SHALL BE SERVICED APPROPRIATELY FOR RESTAURANT USAGE. MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT 8 SHALL NOT EXCEED 50 VERTICAL FEET. THE MAXIMUM NUMBER OF EMPLOYEES WILL BE 70 EMPLOYEES, RETAINING WALLS: RETAINING WALLS ARE SHOWN AND LABELED ON THE GRADING PLAN. ALL RETAINING WALLS HIGHER THAN 4' SHALL HAVE A GUARD OR HANDRAIL. RETAINING WALLS SHALL BE CONSTRUCTED OF SEGMENTED BLOCK. SITE AREAS: RECREATIONAL AREA: 0.18± ac. (5.2%) *OPEN SPACE: 0.35± ac. (10.2%) * OPEN SPACE INCLUDES THE AMPHITHEATER & PAVILLON AREA, BUT CONSERVATIVELY DOES NOT INCLUDE THE PARKING LOT ISiJANDS BELVEDERE CUMULATIVE OPEN SPACE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD INVESTIGATION, BELVEDERE BLOCK ?,B )4INOR PLAN 1 RIO MAGISTERIAL DISTRICT. ALBEMARLE i VIRGINIA TMP 62As-cA-so — STARKES, LORETTA r _ 6ORARTHURL ZONED. R -z PROJECT 3 /l �-.�" .. LIMITS / ==ar BEL DERE WAY -4 ' ,�� wa1iz 3 vEDERESTAnON LO TRUST• HAUSER & STA C M / 4 _ MAND S V i t h $. p \ /j �0 ?fl. m . o 0 M t m I . �Y / cl, w II, I q .z �a-�,'"�.�-_-.�=ma'''y 'z •. `w-- � 3 BENCHMARK TOP OF EX. MANHOLE''. 470'3 TMP 64-157 RESERVEATBEL EDERE SHEET LAYOUT SCALE: I'I = 60' CURRENT DEVELOPER PROJECT ENGINEER BELVEDERE STATION LAND TRUST COLLINS ENGINEERING 2421 IVY ROAD 200 GARRETT ST., SUITE K CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VIRGINIA, 22902 PHONE: (434) 974-7588 PHONE: (434) 293-3719 PLAN/ PLAT NAME DB/PG PLAN/ PLAT DATE TOTAL AREA AC OPEN SPACE AREA (AC) Belvedere Blvd Dedication 3545/234 12/15/2006 31.318 2.669 Belvedere Phase 1 blocks 3, 4a, 5a, 6b & 9a) 11/20/2007 34.225 16.675 The Reserve at Belvedere final site plan 9/30/2010 16.144 6.69 Belvedere Town Center (SUBJECT PLAN) 5/16/2011 3.446 033 z z TOTAL AREA OPEN SPACE CURB 85.133 26.364 31.0% MINOR SITE PLAN AMENDMENT (PROPOSED CHAN.SES: 1 1 1 LETTER OF REVISION #1 - APPROVED 9/14/201, - SHIFT R/W TO BACK OF S/W, ADJUST BUILD -TO LINE -AND OPEN SPACE ACCORDINGLY ALETTER OF REVISION #2 - APPROVED 12/5/2012 - REVISE CURB RADIUS TO 25' AT THE TWO ENTRANCES TO THE PARKING AREA IN ORDER TO PROVIDE IMPRO v'ED ACCESS FOR THE FIRE DEPARTMENT'S APPARATUS ALETTER OF REVISION #2 - ADD A NEW STORM STRUCTURE BETWEEN APPROVED STORM STRUCTURES 112 AND 118 ALETTER OF REVISION #3 - APPROVED 3/8/2013- BUILDING FOOTPRINT AND OTHER CHANGES. SEE APPROVED LOR DOCUMENT FOR THE CHANGES AND DETAILS. THIS MINOR AMENDMENT DOES NOT SHOW THEM COMPLETELY OR ACCURATELY. AUPDATED BUILDING FOOTPRINTS FOR THE PROPOSED BUILDINGS AND EXISTING BUILDING (PER THE APPROVED LOR). THE BUILDING PROPOSED FOR A RESTAURANT'OFFICE USE HAS DECREASED IN SIZE FROM 3,500 SF TO 2,000 SF. THE SIZES OF THE OTHER PROPOSED COMMEFCIAL BUILDINGS HAVE BEEN MODIFIED AS SHOWN ON SHEET S-1. f G UPDATED THE PARKING CALCULATIONS FOR THE CHANGES TO THE BUILDING SQ.FT. NO CHANGE TO THE OVERALL PARKING SPACES REQUIRED. THE OtiERALL DIFFERENCE IN SPACES REQUIRED FOR THE CHANGE IN USES AND BUILDING SQ. FT. IS ZERO. UPDATED THE ZONING INFORMATION TO INCtJDE ALL VARIATIONS THROUGH VARIATION #52 DATED JULY 22, 2014 ATOT LOT PLAYGROUND EQUIPMENT REVISED VITH LOR #1 DATED AUGUST 8, 2014 FOR SDP2012-026. SEE THE APPROVED LOR DOCUMENT FOR THE CHANGE; AND DETAILS. THIS MINOR AMENDMENT DOES NOT SHOW THEM COMPLETELY OR ACCURATELY. ALOCATION OF BUILDING UTILITY CONNECTIONS ,1V 1 UPDATED TRASH COLLECTION NOTES AND REQUIREMENTS 11 EXISTING SEGMENTED RETAINING WALL INSTALLED WITH THE ORIGINAL SITE CONSTRUCTION FOR BELVEDERE TOWN CENTER. THIS SITE PLAN AMENDMENT SHALL SHOW THE LOCATION AND HEIGHT OF THE WALL. PROPOSED GUARDRAIL OR HANDRAIL TO BE INSTALLED ON THE PORTIONS OF THE EXISTING RETAINING WALL GREATER THAN 4' IN HEIGHT. 4 i O Y �O o THIS PROJ�`CT v o > �' SUBUN<0 �,� �VrSION 0 boy 4 VICINITY MAP SCALE: " = 10OC' oJo Sheet Dumber T-1 S-1 S-2 LL -1 I feet List Table a Sheet Title COVER SHEET SITE PLAN UTILITY PLAN LANDSCAPING PLAN 4 TOTAL NUMBER OF SHEETS Submittal Type Reviewed and Approved by the Cornrnu i r Dms_lopment Department File#_sqy_qAi 6 EC -2 DITCH240.55 PROPOSED SPOT ELEVATION „--"- TBC DENOTES TOP/BACK OF CURB D" DEPTH OF EC -2 .DI"CH TAB DENOTES TOP OF BOX FIA APP:ZOVALS LEGEND DEPARTMENT OF OMNIUNITY DEVELOPMENT PLANNER/ZONIN L9 EXISTING CULVERT ... .... EARTH DITCH CUL VERT DEPARTMENT OF FIRE fly C DROP INLET & STRitCTURE DRI VE WA Y CUL VERT NO. 1, F_ BENCH MARK z z zcyi CURB LU i � z N m ¢ CLEARING LIMITS Nt CURB & GUTTER Uj Uj H PROPOSED PA VEME11 T s VDOT STANDARD STOP SIGN Uj EC -3A DITCH - — -200-- ^ - EXISTING CONTOUR V)i W DEPTH OF EC 3A Zl TCH 200 PROPOSED CONTOUR 6 EC -2 DITCH240.55 PROPOSED SPOT ELEVATION „--"- TBC DENOTES TOP/BACK OF CURB D" DEPTH OF EC -2 .DI"CH TAB DENOTES TOP OF BOX FIA APP:ZOVALS DATE DEPARTMENT OF OMNIUNITY DEVELOPMENT PLANNER/ZONIN L9 ENGINEER INSPECTIONS ,ARB DEPARTMENT OF FIRE fly C ALBEMARLE COUNTY S'1RVICE A THORITY VIRGINIA DEPARMENT /W TRANSP6kTATION HEALTH DEPARTME F_ r COLLINS ENGINEERING IS NOF RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. rix SCOTTY R. COLLINS' No. 35791IL � 10NAL v��O�� q61 �Elzj w L9 i z 0 0 '-' F_ U z z zcyi n LU i � z N m ¢ Nt CA Uj Uj H a - too o Uj V)i q61 �Elzj L9 F_ z zcyi cy) LU CV Nt CA o Uj W C) iii '�•� 42 c z v 1= v L -n z ice,, > /'1 q U U U) z H �C �� NEEM �v cc c: c c� U L9W 0 �o� 0 � 3 a o M v L C /n'1 v s >. Uj >' C 0 s a j -3j r� v Ula c C) ,. _ C/) :3: W wC W z O Z LLJ -� LLJ F z Lu■ J C J y q O - v� U j i1 Lc m -+= a� o ; Y 0-v > c Ic Q Uj (D -C =L CID Q)-t(D }� p �c 0 �s Uj n E LU _> U . JOB NO. -(UD 112049 a U� o a of c SCALE v AS SHOWN �a 0 c SHEET NO. -- v c -c C C c GRAPHIC SCALE 30 0 15 30 60 ( TILT FEET ) 1 inch = 30 ft. 120 7-6B . W/m CLUB INN ZONED: -1, JSE. VACANTRESIDEN71AL STOP SIGN (TYP) A INSTALL A GUARDRAIL OR HANDRAIL ON THE PORTIONS OF THE EXISTING RETAINING WALL THAT IS GREATER THAN 4' IN HEIGHT. _ J 5' SETBACK `01 FROM STREET EXISTING GAS EASEMENT ?' 5' FRONT BUILT -TO LINE SETBACK FROM STREET PHASE 111 NOTES: i. ALL FACE OF CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 2. Q REPRESENTS 6 PARKING SPACES 3. TOWNHOMES PROVIDE 2 PARKING SPACES y.. MAXIMUM HEIGHT OF COMMERCIAL BUILDINGS IN THIS BLOCK IS 50'. 5. ALL PLANTING STRIPS SHALL BE A MINIMUM OF 6' WIDE AND SIDEWALKS SHALL BE A MINIMUM OF 5' WIDE. 6. THE SIGHT DISTANCE EASEMENT SHALL BE SUBJECT TO VDOT APPROVAL. 7. ALL PRIVATE ROAD ENTRIES TO BELVEDERE BOULEVARD AND RUSKIN DRIVE SHALL BE VDOT STANDARD CG -ii ENTRANCES. 8. DRIVEWAYS FOR LOTS 1 -so SHALL HAVE A VDOT STD. ENTRANCE GUTTER. 9. CONTRACTOR SHALL INSTALL A VDOT STANDARD TURNAROUND AT THE END OF ALLEY C MEETING CURRENT VDOT STANDARDS, NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE—IN ROAD CONNECTIONS FOR BELVEDERE TOWN CENTER ROADS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB TH 0� SCOTT R. COLLINS,, ;tJ No. 35791 111 /�" /,/ AN HUADWAY I IE—INS 1 U LXIS I INCA HUADS, HRIOK I U ANY C;ONC HE I E &__ � �— taLEL1TICi�I / �/ _ S'SIDESETBACK OR PAVEMENT BEING PLACED. �" U' LAID TRUST; 0 T �� �, / . STREET SIG>II N 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE (A � � ? � ZONED: NI /' �� ) , E. �� C I- E.S.I I YP ,. -> ' SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE z(n C13 Uj ,;.. ASPHALT G 2000sf CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. � � PATHWAY "" : ' FOOTPRINT RESTAURANT= INSIDE SPACE;1,000±SF 3. DECKS FOR SOTS 1-10 SHALL NOT ENCROACH INTO EASEMENTS FOR `� U ='`' �;e OUTSIDE SEATING AREA: 650 SF co Uj Uj OFFICE AR UTILITIES. z 1,000± SF Uj / 5 LLj 1 TMP 62 -az -ASIDE YARDSETBACK � w < FnFRF TA TION NC, / ... ��' r ' 419D TRUS T; ROBERT M EXISTING RETAINING WALL BELVEDERE PLACE Tangent Data - LI f Length: 0.631 Course: N 180 22'23.5073j" E Circular Curve Data - CI u0 r. Delta: 460 47' 1.2.4677" Type: LEFT -Radius: 105.000 _Length: 85.741 L 45.423 �1Mid-Ord: 8.631 External :9.404 LU Course: N 05° 01' 12.7262" W Circular Curve Data - C2 Delta: 290 09'49.4377" Type: RIGHT - Radius: 110.000 Length: 55.990 Tangent: 28.616 0 External: 3.661 _ Course: N 130 49'54.2413" W 1 /�" /,/ AN HUADWAY I IE—INS 1 U LXIS I INCA HUADS, HRIOK I U ANY C;ONC HE I E &__ � �— taLEL1TICi�I / �/ _ S'SIDESETBACK OR PAVEMENT BEING PLACED. �" U' LAID TRUST; 0 T �� �, / . STREET SIG>II N 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE (A � � ? � ZONED: NI /' �� ) , E. �� C I- E.S.I I YP ,. -> ' SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE z(n C13 Uj ,;.. ASPHALT G 2000sf CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. � � PATHWAY "" : ' FOOTPRINT RESTAURANT= INSIDE SPACE;1,000±SF 3. DECKS FOR SOTS 1-10 SHALL NOT ENCROACH INTO EASEMENTS FOR `� U ='`' �;e OUTSIDE SEATING AREA: 650 SF co Uj Uj OFFICE AR UTILITIES. z 1,000± SF Uj / 5 LLj 1 TMP 62 -az -ASIDE YARDSETBACK � w < FnFRF TA TION NC, / ... ��' r ' 419D TRUS T; ROBERT M EXISTING RETAINING WALL BELVEDERE PLACE Tangent Data - LI f Length: 0.631 Course: N 180 22'23.5073j" E Circular Curve Data - CI u0 r. Delta: 460 47' 1.2.4677" Type: LEFT -Radius: 105.000 _Length: 85.741 Tangent: 45.423 �1Mid-Ord: 8.631 External :9.404 Chord: 83.379 Course: N 05° 01' 12.7262" W Circular Curve Data - C2 Delta: 290 09'49.4377" Type: RIGHT - Radius: 110.000 Length: 55.990 Tangent: 28.616 Mid -Ord: 3.543 External: 3.661 Chord: 55.388 Course: N 130 49'54.2413" W Tangent Data - L2 Length: 180.571 Course: N 000 45'00.4781" E Circular Curve Data - C3 Delta: 010 1749.7565" Type: RIGHT Radius: 1000.000 Length: 22.640 Tangent: 11.320 Mad -Ord: 0.064- External: 0.064 Chord: 22.639 Course: N 010 23'55.3563" E Tangenta - L3 Length: 154.427 Course: N 020 02'50,2346" E BELVEDERE WA's' Tangent Data - L4 Length: 150.000 Course: S 890 14' 59.5221" E ALLEN' O Tangent Data- L5 Length: 54.895 Course: S 64° 35'53.0305" W Circular Curve Data -C4 Parameter Value Parameter Value Delta: 430 45'39.4114" Type: RIGHT Radius: 49.000 Length: 37.425 Tangent: 19.679 Mid -Ord: 3.530 External: 3.804 Chord: 36.522 Course:S 86° 28'42.7362" W Tangent Data -L6 Length: 232.680 Course: N 710 38'26.7395" W ALLEY D Tangent Data - L7 Length: 250.000 Course: S 000 45'00.4781 W I f� I z w —w s' BUILD -TOS. a ,� LU LINE t I YP.(TYP).... 2050 .. .3. '� t (TYP) PROPERTY LINE (TYP.) , 2,050 OFFICE 1::DlSABL1 D" 4 �� - A T .-.... -....--PARK.IN .. I�.. - .A�.:.. . S f11STANCF �Fnn�f �'� J .. CS vD u0 r. Ln ' // u�. / � ' ` / / ~' � / ~ ' \ / / ) � / ~. � / / T������ ~ � �// * �/ / / / � / � -- ,, � � � � ( \ / IT 0 / / � / \// _� // � ��/�/�/ � ( \ / / / ~^`��^~~^~�~^ ~~^^��^-^~� .~ --' /' w ,. -^ .~ /. \ \ / / If / ' SWIM CL UB INC .- � ^- - - - - - *� _~ �_ � � / � '' � \ \ / / / (/ // / lep- � / � / � - * ~''�* ~-.~~' / \\ \ ) / // / ( \ \ \ `-1 ( ( \ / ' SCOTT R. COLJ,INSZ / ��� ����/� / /~ /� /-~ ` / / / \ \ \ \ / \ \ \ \ \ // '~^~�^~--''`-'�~- / w»/ � ��4_(�'~~'~ \ �/ `�__ \ ( / \ \ \ \ \ \ \ \ \ | \ 55 y ~~ -��`~ -- � -.'~-~ ',~'-^^/ .`/ / _, ---�\ // / / // \ \ \ \\ \ / / / j \ \ ���/ 1-1 Iii '- ~- ' E���l�81�� `�~- '' / / / / / / \ \ \ / / / / \ / '/ / /�/' / '- / ,� DUCTILE r ~ / / ' / | ' ` U � 11K_ / ___ I I '' , I / I I f � f � _1 - 1* - 7::: - I - , I , , I / _T1' i C 1 1 � i y (�_, / / / ' / ' \ ' / / / // / ! / / / / / \ / // // / // / / / // / / // ' ' / ! [�T�&T�T�Tr� ��/� ' / / ` ��=��u4 ����� / / / / / \ | ' / '/ i / ' 30 / / / ' � ip . \ / } / �5 ' / �� / / \ | ) / / / / / / \ �1 ` = '80 �L / / / / / / } / / / ' \ � | | | �-| ��| / / / ' ' / \ `�Z� /// / ' Abb Scientific Name Common Name Caliper Size Comments 1 0 -YR CANOPY: Total Quantity Canopy CANOPY TREES AS Acer saccharum'Legacy' Legacy Sugar Maple 2 1/2 " 214 3 642 FP Fraxinus pennsylvanica Green Ash 2 112 " 672 5 3,360 PA Platanus acerifolia London Planetree 2 1/2 " 422 0 4,220 Q P Quercus phellos Willow0ak 2 1/2 " 419 11 4,609 UNDERS TORY TREES CV Chionanthus virginicus 'o "I I 'cus Fringetree 6'- 7' 125 2 250 CC Cercis canadensis is c Redbud 6T - 7' 124 6 744 AG Amelanchier Grandiflora'Autumn Brflliance�' Autumn Brilliace Serviceberry I 6'- 7' 130 5 650 I I MV Magnolia virginiana Sweetbay Magnolia Swee y M 6' - 7' 113 14 1,582 PY I Prunus yedoensis ::::��Yoshino Cherry 16'- 7' t 99 1 7 1 693 EVERGREENS __T_ MG Imagnoliagrandiflora'Little Gem' Little Gem Magnolia 16'- 8'_ 82 [:::18T� 656 SHRUBS - CA Clethra alnifolia Clot Summersweet Clothra 118" lit. % 230 3,680 S CornLIS sericea C S Con Red Twiq Dogwood ____T1 118 " i -It, 72 28 2,016 I IV V Itea 'H���� t Henry's Garnet Sweetspire 8�- ht. 4 114 7,296 MC M n MC M ricacerifica IWaxmvrt1P 4 9 396 TOTAL: 17,406 NOTES: 1 ALL TREES TO BE PLANTED SHALL//MEET THE SPECIFICATIONS OF,/THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH,"'EITHER THE STANDARDIZED LANDSCAPE SPECIFICATION'S JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THEX,RGINIA SOCIETY OF LANDSCAPE�16ESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE/ OAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. N I TOTAL PARKING LOT TREES REQUIRE PARKING SPACES: 82 TREES REQ'D (1/10) 8 TREES PROVIDED: 10 INTERIOR LANDSIDAPING: ffxWrr) OADVI 0. r'IDIIHI A -1 -Ink] F F F---- ------- Z, 4 4 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL E GUYING DETAIL CONSISTS 2 GUYS,$ET 120' AROUND 4T PIT ON "UPHILL' SIDE ER TO TREE KING DETAIL IPACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCHEDGEAROUND REAREATO BE CHED ER TO ROOTBALL PIT ut: i AIL -o; REQ'D"�5%): AC _,,�,fT,-25-3 SF it OTBALL CANOPY ROOTBALL _G�Y HRUVIDED: 0. 1 3__ 5,879 SF I 1� I . "... *�.. �ROOTBALL �ANDSCAPING MAY BE t NOTE ADDItIONAL It ii it J N�l iA -T ADDED WITHIN -HE COURTYARD AREA 3 IV- I ABOVE THE REQUIRED LANDSCAPING SHO* t A ON THIS PLAN TO MEET ALBEMARLE -S. COUNTY REQUIREMEN7 NOTE& NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND IN j 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT E PLANTING % PLANTING ON SLOPE -7, 111_i2� SECTION N.T.S, SECTION NJ.S. k 'A' �j > NOTES: t SET TREE PLUMB PRIOR TO STAKING. tZ ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD LANDSCAPEI BACKFILL TO TERMINATE IIND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE LIMITS OF THE SUPERVISION OF THE LANDSCAPE ARCHITECT. FOOTBALL REFER TO TREE OURTYARG ��AR6 STAKING DETAIL 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 9 QP tADDMULCH OVERTOPOF ROOTBALL AND PLANTING PIT 4� IMMEDIATELY SOAK PLANT WITH WATER. LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS / 0 ETA ILS/SPECIPICAT IONS AS THEY THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF RELATE TO THIS INSTALLATION. 3' AT PLANTING PIT LIMITS, -- ---------- THEN TAPER TO PROPOSED 5 FINISHED GRADE TYP VAR ..... . IS SPECIMEN SHRUB DRAWINGS) TRENCH EDGE AROUND H00 I BALL ENTIRE AREA TO BE (AS SPECIFIED ON < MULCHED v tI %CKFILL WITH CULTIVATED, 1 P, OUT AWAY ALL WIRE PLANT . ..... .. BASKETS `I1GIt1AL SOIL FROM, AND/OR NON -BIODEGRADABLE -13 IV 4 MV PIT EXCAVATION IF LOOSE. IF y .. . ..... . 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT 7 FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH MIN, .......... BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL MATERIAL AMEND BACKFILL TO BE UNTIED FROM TRU AND CUT AWAY TO A POINT PER SPECIFICATIONS, COMPACT AT LEAST 1/2 DISTANCE DOWN .. .... ..... ROOTBALL. ACKFILL IN LIFTS BY FOOT. h IATER THROUGHLY AT 1/2 EPTH. CC -4 SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT BREAK RETURN AND COMPACT LOOSE OSEN ALL THROUGH AND LO EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO 7 Z DRAINAGE) PLANT PLACEMENT NOTES: 6 F 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT 1 REFER TO ROOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS -RAISE CONCERNS IN DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. t I AG',, 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. 7 ROOTBA S 4 r3 L�w� HRUB PLANTING ILL PIT SECTION N.T.S. SEOTION N.T.S. .......... -7 PY t..... Lpdscap/e Notes 'AS, it13 CONTRACMIR TO USE EXTREME CARE AND CAU11ON AS NOT TO DAMAGE ANY TREES SCHEDULED -n 0 TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUC ON -NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. ... ...... PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS tTREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROV15D BY LA AND/ \6 w 12 -nMTIES SHAH TAKE PLACE ON—SITE. �AG -1 FP- ......... OR TREE ARBORIST BEFORE ANY CONSTRUCTION AC CA 16 CONTRACTOR TO MONITOR TREES FOR STRESS AIND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. > CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND R TREE ARBORIST 48—HOURS IN ADVANCE 9 T1ION ACT1IMTIY NEEDED /0 CC OF ANY CONSTRUIC WTHIN ANY TREE PROTECTION MEASURE. ALL TREE COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPUNE OF EXISTING TREES UNLESS APPROVED B t S SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN Y TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE tOR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS I CC/ \1 Mv WTHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH 2— A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK "THIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 68 T L AL PLANTS HAVING A QUAN11TY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). RCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY j2 T11TUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLO NG SUBS 7 CS VED BY THE LANDSCAPE ARCHITECT ,INSTALLATION. ALL PLANT SUBSTITU11ONS SHALL BE APPRO PRIOR TO PLACEMENT OF ORDERS. 32:1C LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY TIIAL PLACEMENT PRIOR TO PLANTING. CON ACTOR TO NO FY NDSCAPE AS WELL AS AFTER INI TR TI LA ARCHITECT 48—HOURS PRIOR TO DELIVERY. t- - - -- --------- 3 j 11 REVISED, IF NECESSARY, AFTER FINISHED GRADING. tJPLANT LOCA ONS + -7 6� PA MULCH IN PLANTERS AND PLANTING BEDS TO BE C1 FAN AND FREE FROM PEST AND DISEASES. 7:. —INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE L ....... TIING BEDS. MULCH TO BE DOUB MULCH SHALL BE APPUED TO A 2 > ALL TREES NOT LOCATED IN PLAN LE SHREDDEDHARDWOOD. > 7�CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 4 L ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHAH BE MAINTAINED BYTHE HOMEOWNERS -ASSOCIATION. - ------- --- — --- tL Ir tT_TTC C tALE GRAP IG-- 15 30 60 No ---- -------- Ij IN FEE�j t1 inch___=__.3, t- -- - ------- ----- AAWF-- q, ISCOTT R. COLLINS2,' C) No. 35791 JOB NO. 112049 SCALE 1 11=30' LL -1