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HomeMy WebLinkAboutARB201800133 Plan - Submittal (First) 2018-12-05 (2)LEGEND W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE / METER FHA-6 FIRE HYDRANT YH-- YARD HYDRANT BOA® BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COo CLEANOUT MH MANHOLE SD— STORM LINE (EX. / PROP.) DI STORM INLET YD® YARD DRAIN DSo DOWNSPOUT G GAS LINE (EX. / PROP.) GV® GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP-0- LIGHT POLE GUYe GUY WIRE EM o ELECTRIC METER l TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED0 UTILITY PEDESTAL SWM / DWM o/56 SINGLE / DOUBLE WATER METER GV M GATE VALVE BOA o BLOW OFF ASSEMBLY — - - - - — BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET -- - - - - - -- SETBACK LINE ----------- EASEMENT LIMITS CENTERLINE 670 CONTOUR LINE (EX. / PROP.) <--3:1— (--2.501*- DEGREE / DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOW POINT - - ' - - - DITCH / SWALE = = WATER COURSE BM+ BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDIE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA MINOR SITE PLAN AMENDMENT PREPARED BY: ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg,VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com 22 OCTOBER 2018 COUNTY PROJECT #: S D P201700062, S D P2017000051 S D P201700060 VICINITY MAP I Scale: NTS i, I rl I 5hoDpirg .en;er Qb i __- T-J.lNan: rk4 Platos Closet _- Charlottesville Garden Spot �] y Jo -Ann Fabrics and Crafts �} �S c. ro � Y MCP G` SITE a� 0 ,ar3 Storage Solution Center ■ ^r b31 Goodwill Store and Donation Center Indian fisaar Seminole Trail Volunteer Fire Sultan Kebab u Stur It 41 Northside Library �m `- a °^ r, Enterpriae Rent-A-Car p. �o gle N Image provided by GOGGLE Maps SHEET INDEX . . LAYOUT ■ PLAN ■ - SHEET 5 HAS - GRADING PLAN - - - - - f . . • F! AREA MA — — 9;F9R1PV4— — ■ 11 tl. SEWERF SHEET 17 /1 ER LANDSCAPE PLAN SHEET17A _ SUPPLEMENTAL LANDSCAPE .► ■ .• ■ PLAN 19TEWETRIG - - - A - - 6IGI ITING -If I . - - REVISION HISTORY REV DATE DESCRIPTION -- 2/8/17 BOS ACTION- APPROVED -- 6/19/17 MSPA- APPROVED -- 6/13/18 MINOR SPA- APPROVED -- 10/22/18 MINOR/ARB SUBMISSION APPROVALS 11.0! L TH OF 1, 00, 1 �° lr; "AF 1 �' Steven W. Edwards r Cert. No. 0931 F' 7 V r 4 ♦ VA SHEETS REVISED NONE NONE NONE SEE INDEX \�7;jTH OF T I `' /I ,, Alan G. Franklin r Uc. No. 35326 W �1 �IONA1, L, PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDO) C 0 4- 0 J 0 0 Z f a N 00 m 00 0 N O \ CONCRETE / \ NOTE: GUARDRAIL SHALL BE EITHER WOODEN NOTE: ALL BUILDINGS THAT � PAVING \ S.I. STOREY STREEGUARD OR A VDOT WILL NEED A SPRINKLER L NOTE: REFER TO STRUCTURAL \ \ \ 0 15' 30' 60' 120' WEATHERED /COR-TEN (OR BLACK POWDER 22 \ SYSTEM SHALL REQUIRE AN RETAINING SEE SIGHT DISTANCE \ COATED GALV. STEEL AT DEVELOPER'S WALL; TYP. WALL PACKAGE FOR EACH EXHIBIT ON SHEET 23 \ \ DISCRETION) GUARDRAIL; SONOTUBE APPROVED FIRE DEPARTMENT DUMPSTER WALL DETAIL AND SECTION COORDINATION FOR ANY WOODEN POST MUST ENCLOSURE BE DONE PRIOR TO PLACEMENT OF GEOGRID CONNECTION PRIOR TO A ♦ THE GARDEN ASSOCIATED WITH ANY ADJACENT RETAINING INSTALLATION WALLS TO ENSURE STABILITY AND STRUCTURAL SPOT \ INTEGRITY IS MAINTAINED. FOR INSTALLATION HVAC ♦ �j NOTE: VISIBILITY OF ALL ASPHALT TO �\O A \ \ 14 GRASSPAVE AND/OR �° - REMAIN BETWEEN Z\c \ DETAILS ON THE S.I. STOREY FENCING 00-1� ` Q MECHANICAL EQUIPMENT -� A GRAVEL EMERGENCY \ TIMBARRIER-STREETGUARD PRODUCT CONTACT i A &; FA-2 AND STREET \y \ ACCESS; EASEMENT IS 16' MANUFACTURER AT 888-934-1605 / 17 ♦ °\ R=5' R=S, �j- FROM THE ENTRANCE \� \ �� �� �� A WIDE. SURFACE MUST MEET FIRE/RESCUE AND/O RETAINING ♦ ° °° -AR=10' A �` CORRIDOR (RIO ROAD W.) v� v B WALL; TYP. ° ° ° � � .-� ', � � N40°51'24"E \m \ COUNTY MIN. STANDARDS 23 ♦ \ '� ° \ �� SHALL BE ELIMINATED. \ ° NOTE: LOCATION MAY / CHAINLINK = o • �''• \ p� ° 69.58 \ CHANGE TO A DIFFERENT / FENCE/SAFETY 9 iOG� •,p l \ - N21 54 42 E \ \ \ LOCATION IN THE FUTURE RAIL, TYP. K J P 0� ° ° \ THESE (5) SPACES ARE ' FA-2 \ 22 21 ♦ Q Q�� �, \ RESERVED TO 90.19 ♦ �,� \�\ - �` \ THROUGH THE APPROVAL ♦ \ ♦ % • HANDICAP \ RESIDENTS ONLY ♦ - �� \ OF A MINOR AMENDMENT R=3' �,0 SIGN-, T P. i9� \ ` / - 2 \ CONCRETE \ GRAVEL OR GRASSPAVE � \ ' � \ PAVING OVERLA ♦ ♦ $ \ \ ° 3p \ ° \ THIS SECTION BETWEEN ♦ / `cam ` \ L \ LIMITS, T p� FA-1 AND FA-2 / LOADING �\ \ \ 22 \ • �-P MEAB E 4 ° r\��� R=10\ \ SPACE �n A PR�POS ♦ / PAVERs ��°' N 18049'29"E� \ EOP, TYP. ♦ /��G� \ R=5' . , .� �, \DUMPSTER \\ p TYP. , CG_ NG \ 34.97' (SIGNED) i �� \EENCLOSURE 10 R=5' \ 1 ♦ p.� LOT 4A \� .(P -5' =20' \ N07°44'15°E RETAINING o0 5 \ 22 ♦ / P cp WALL; TYP. _ R=8' 2 T 45.97 � A 1 \ / / I' R=5' R=5'16P s 6 / / GRASSPAVE THIS \ ♦ '00/ (� > / SECTION BETWEEN _ RETAINING / 6 FA-1 AND CHAINLINK WOODEN � \ -o o R=30 ��' ® R=3' \ � ko ECKERSON CT / R_5, PAVERS f PERMEABLE p , \WALL R-5, 1 1 FENCE/SAFETY GUARDRAIL, - / 2 0 118 STEPS 3 ♦ ®; RAIL, TYP. K J TYP. SEE NOTE R=50' / ® / / =6, $ SIDEWALK TO BE 1 OA 22 21 ON THIS SHEET \2 PKG. �o I PERME BLE (4) STD PACES ®I \ 21 RELOCATED AS A _ _ _ _ _ OVERLANG: TYP. _ _ PROPOSED OFF -SITE \ \ RESULT OF THE NEW BLDG. PARKING o m PAVER LO KS ° ♦ ♦PARKING EASEMENT 0, I IDER 15 \ TURN LANE. SEE BACK BANDIN \ DETAIL FOR DETAILS: TRANSITION TO VDOT STD. �,� �/ LOT 6 I \ / 13 13 OVERHANG; CG-3 AND THICKEN SIDEWALK\ K\ / POTENTIAL \ I \ ` \ TYP.TO 7" AT EMERGENCY \ p S Y TYP. PROPOSED TURN AND AREA J KNOX BOX ACCESS CROSSING \ ��� J FOR \\ I 8 9'Z LOCATION TAPER SEE ARCH. \ ° 7` ( ) I \ f FUTURE w PERMEABLE - ~ - - - �0 \ TOT LOT U) N PAVERS / G � B L D G■ FLUSH CONCRETE CURB \ \\ \ 1 RE TRAINT A ALL o + 13 AS HALT/PAVER 13 , ` - M A - / R 5 INTERFACES, TYP. / \ TYP. / o • 25 BLOCK 1 \ \ c9� C 1 MEDICALL c, R 32' • . - • ,. oo I FLAGP LE - CURBING G SUBDIVISION > SERVICES OF o \ ° ° FOUNTAIN AMERICA \s � PLAT REV: o N I H RS ENTRANCE F ®®®® off ® ® � \ • ° EQUIPMENT \ m DB 5051, PG 627 P ET o f I >' SHALL NOT BEBUMPER -12' ' BLOCKS TYP. •' n 1 I °• I I PARKING � - ° HIGHER THAN \ \ 9'PE '' PAR A R, TY . THE SCREEN V C �r- I B PERMEABLE PAVER R 62' STE S 21 I SEE ADD CAPE I (OPTION L) B WALLS OR BE \ \ ® 22 BLOCKS WITH SOLIDER A CH F R STREET BANDING COURSE TYP. POCKET E ° 22 VISIBLE FROM I ®� PARK B STOP 21 DETALSO PARK 18' 2 ' 18' 5 12.5' NO LEF \ SIGN; TYP. THE ENTRANCE �� � D� p ®® (R1-1) TYP. TYP. TYP. TURN _ z 8 a LOT 7, CORRIDOR; TYP. SIGN / \ PIED r O STA. 13+36.31 NICHOLS CT = CG- • 6'4 TYP. 60' R3-2 \ C. 9k5� fV I C� R 20' + G M _ 12C - ( ) 1NG- �' I STA. 9 90.00 ECKERSON CT 2C N j R=5 �- i k N � I E 65rI CW �. , MONUMNENT cy ° PATIO 22 ROUT SIv ' 24' .5 I CURBING ON °• f Q I wa � CHAINLINK I FENCE/SAFETY ' RAIL, TYP.\K \ I 22 21 z I � I NS L I � I� I I I C'VI LLE HEALTH AND ' REHAB CENTER CONCRETE ' PAVING L 22 DUMPSTER ENCLOSURE A I 23 PARKING DATA: f' Irs F 1 275.08' ° LID® CURBING � � 8 1\ ° WOODEN GUARDRAIL, TYP. BLOCK 1 & 2 UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED APARTMENTS 2 2 - 3 BEDROOM (2.0 PER -UNIT) 16 32 0 COMMERCIAL (13,680 GSF) 3,4 0 110 96 TOTAL 16 142 96 BLOCK 3 UNIT TYPE # OF UNITS REQUIRED PROVIDED COMMERCIAL (9,274 GSF) 3,4 0 37 23 TOTAL 0 37 23 COMMERCIAL PARKING CALCULATIONS: PER BUILDINGS A& B FOOTPRINT COMMERCIAL AREA MINUS PERIMETER WALL PER BUILDING C 7,200 SF FOOTPRINT 14,400 GSF COMMERCIAL AREA 720 GSF MINUS PERIMETER WALL 4,860 SF 9,720 GSF 486 ADJUSTED GSF 13,680 GSF ADJUSTED GSF 9,274 GSF 80% (NET TO GROSS) 10,944 NSF 80% (NET TO GROSS) 7,419 NSF SPACES REQUIRED (1/200 NSF) 55 EA SPACES REQUIRED (1/200 NSF) 37 m •1 SIDEWALK; TYP. A 21 BUILDING D BLOCK 5 0 MEMORY CARE COURTYARD 0 KNOX BOX a ARE I A TO BE LOCATION EET ARCH.) \I; TYP. DEDICATED TO PUBLIC US 1 1 - .......... 10�I -Eel.......... . ......... IG ��I I • �. - iiiir • ` iiiril i 1 • IBERKMAR DRIVE CONCRETEFLUSH - l Q Qi •�� , •sly :/�► INSTO . �... . . RESTRAINT AT ALL 1!! ASP INTERFACES, TYP. BUMPER BLOCKS, TYP. R 20' B I 22 • HANDICAP SIGN; TYP. HVAC CONDENSORS WITH PREFAB. CONC. PAD BELOW, TYP. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR; SEE ARCHITECTURAL PLANS FOR SCREENING WALL DETAILS �O O ❑ w 0 0 I m C/) l,tj ww a \ I ® 11 t .e b) >_ 28.02' - 1 24' CD SIDEWALK - • ESMT • • ' • DB 5051, PG • • R 32' 613 P PAV RS 11 +TYP PER AVE S E 13 -F N \ BUILDING SETBACK CHAINLINK S46049'37"W 439.51' FENCE/SAFETY RAIL, TYP.\K 22 21 TRIP GENERATION: BLOCKS 4-5 U P # OF UNITS REQUIRED' PROVIDED APARTM ENTS 5 1-BEDROOM (1.25 PER UNIT) 12 18.0 18 2 BEDROOM (2.0 PER -UNIT) 12 24.0 25 SIST D IVING 132 BEDS (3 SPACES PER -BED) 120 44 44 STAFF - - 50 ADDITIONAL PARKING - - 9 TOTAL 144 86 146 GRAND TOTAL 160 265 241 7 1. Guest Spaces are not required for units when parking is grouped together (i.e. Parking Lot condition). 2. Apartment parking to be accommodated in commercial lot as "SHARED PARKING." (1) space for each residential unit in Blocks 1 & 2 will be reserved and signed permanently "FOR RESIDENTIAL USE ONLY." 3. See commercial parking calculations on this page for details. 4. Based on the approved Rezoning (ZMA 2007-04 & ZMA-201600015) a Parking Waiver was granted. This parking waiver allows for a reduction of 41 spaces. 5. Left intentionally blank. 6. The proposed assisted living building assumes 120 bedroom apartments. Equivilent to 132 beds (1 space per 3 beds). Additional apartment and/or beds are permitted provided the minimum parking is provided. Provided spaces also include the assumption of the need for an additional 50-60 spaces to accomodate both staff and visitors. 7. Parking shall be shared between all blocks within the development and with any offsite shared parking agreements. 119mi (R1-1) - ° R=15' Lo 5' PATI ° TYP. ST P SIGN R=25 \ PERMEABLE PAVER I 13 (R1-1); TYP 11 Z 60' R5 TYP. BLOCKS WITH N I S HIGH RICK SCREEN CROSSWALK; 14 _ D SOLIDER BANDING WALL RO ND TYP. I I U SE, TYP. I MECH. QUI MENT AREA TYP. I • 12 I I • B •'• 13 6.5+5 8 '� II THESE �8) SPACES ESE VED T BLDG. 21' FRON BLDGSACK RESIDEVTS NLY o4 R p�R 3' B o•II - � I I � I �•• , II I 04 -WALL) BLOCK 2 I BLDG. n� I I 27 • • I I. C --IP Q I w .ER EABLE� HANDICAP I �• Ti CI, I I PAVERS SIGN; TYP. '• I BUMPER' I I B MPER I = I BL CKS, ;76YP. BLOCK 3 BL CKS TYP. a KNOX BOX a B I 8 I B I CONCRE1TE (SEEE ARCLOCATILH.) I O PAVING I ♦PERME BLEB I I I •� PAVE S P •� I • I STEPS N 28 �• D � qp a r 5, 2 � KNOX BOX I 21 R 3, I I 55' I I LOCATION 6.R T P RKING 18' 24' 16' I I 7' I (SEE ARCH.) I 00TYP. TYP. TYP;; ;I B MPER; TYP.' co I I I R 5' � (OPTIO,NAL� EP c� + - ® p IBLE GROPND LOCATION S46049'18"W 354.45' FOR HVACUNITIIS.ANY DUMPSTER ________ SEE ----T AS HAT _MJlPICAENTDI4T ER60F - ENCLOSURE SHEET FOR DETAILS THIS - - P VIN I P I SHALL NOT BE HIGHER THAN 1 p THE SCREEN WALLS OR BE 22 I rn p�v, L6 VISIBLE FROM THE ENTRANCE LO ti CORRIDOR; TYP. Ul I LID \� Io"-------- -- ---- �a I B E RKMAR CROSSING � I 00 � I rn RESTRIPE THESE AREAS TO SEE SIGHT DIS ANCE I - - BLEND NEW WORK INTO EXISTING EXHIBIT ON SH ET 23 \ PARKING 1, 1,/ \ LOT / PARKING / BUILDING REGULATIONS: TRIP GENERATION CODE LAND US E AVG. WEEKEND ADJ. STREET PEAKS ADJ. STREET PEAKS SATURDAY SUNDAY 220 APARTMENT 6.65 0.55 0.67 6.39 5.86 40 266 22 26.8 255.6 234.4 230 TOWNHOMES (1 CAR GARAGE) 5.81 0.44 0.52 5.67 4.84 0 0 0.00 0.00 0.00 0.00 252 ASSISTED L 2.74 0.23 0.37 2.2 2.44 120 328.80 27.60 44.40 264.00 292.80 710 COMMERCIAL (35,150 GSF) 2,3 11.01/1,000 1.56/1,000 1.49/1,000 2.46/1,000 1.05/1,000 0 387 55 52 86 37 TOTAL 982 104 124 606 564 RESTRICTIONSIREQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set (ZMA 201600015) . SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. LOT 1 PARKING / BUILDING REGULATIONS LOT/BLOCK MIN. LOT WIDTH FRONT BUILDING SETBACK FRONT PARKING SETBACK SIDE BUILDING SETBACK SIDE PARKING SETBACK REAR BUILDING SETBACK REAR PARKING SETBACK MIN / MAX STORIES MAX. BUILDING HEIGHT 1 125' 30' 15' Oil 4' 30' 5' 1 /3 65' 11 125' 30' 15, Oil 4' 30' 5' 1 /3 65' 120' 50' 5' 0' 0' 5' 1 /3 65' V 16' 20' 0' 6' 0' S' 5' 1 /3 65' 50' 70' 10, 10, 10, 5' 1 /3 65' VI9 0' 0' 0' 0' 0' 0' 0' 0 65' RESTRICTIONS/REQUIREMENTS/NOTES ASSOCIATED WITH THE STANDARDS ABOVE: 1. Interior lot lines will have a 0' setback along streets, roads, access easements or lot lines. 4' setbacks will be applied to the exterior lot lines. 2. Refer to the Code of Development on Sheet 5 for details on the Permitted Uses. 3. Curb and guter may fall into all parking setbacks. 4. Attached units with common walls will have a O' Side Building Setback. Side Building Setbacks apply to exterior end units. 5. All roads are private with public access easements over them. 6. Architectural features and overhangs may encroach into Building Setbacks up to (4') feet. 7. Parking Setbacks shown are only for parking lots with (5) or more spaces. 8. Subterrain parking shall not be considered a building story. 9. Lot 6 is intended to serve as Open Space/ Common Use for Community Residents. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com r4 T IIIII 0� �A Q U J Z � O J a Q U-51 0� �C �.. ` O bJ O N W on � N as =3W o U ) 0-0 U JCL m a U O o� QL �(n V N C�� C Q �> QE �LTH OF �(n � 0 � I o a) N r Qa Steven W. Edwards U Cert. No. 0931 _ a m � a -22-I 2 s� O N 70 yja *w m �w E va m- a .N :n m � Q rx O F o (' U rLn 2- Alan G. Franklin Lic. No. 35316 �-'ONAL E a cc o� � E M� aL o a Z> a= �a SCALE: 1" 30' U ISSUED: 10/22/2018 Q N REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION SHEET: Z O H H Cn Z O O U_ w Layout Plan W OF 28W C 0 4- 0 V L 0 0 z f a In co m 00 0 N O CSC- Cl <,b° � NO : CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF ° \ \\ NOTE: ALL RAMPS AND 5`0 / E ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING o \ \ \ \ \ STEPS SHALL HAVE % 5e9°� / 5��°00 PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY s� ° \ HANDRAILS WHERE o le' 30 / G 6056NECESSARY � / 1�0' / / / - r �� - 9 TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S \ \N\ \� �\ ACTIONS. CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES 0� A, AS AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED / . �N \ BY ARBORIST . SEE SHEET 6, CONSERVATION PLAN, FOR ADDITIONAL �� ° \ \ \\ \ - ' INFORMATION. ' 3� THE GARDEN v I 6 e - \ \ - CO �� � - SPOT � � v EME�GE CYY�CCE%LIMITS i / / \ BE LAWN IN'FORCED WITH \ �� \\ ��/ GRASSP\AV TO\AVOIDS \ 5 - APPEARING DICAT D \ \ ' 0 �O / ��- \ S E / � �� � o a \ � \ INbRESSG SU\S LOCATION TO\ \ / _ - - y - \ \ BE pETERl1(lIN D B�' FIRE \ O /\Jv1AFdSHALL.`' \ • / ¢ ¢ ¢ ` % / ' / /APPROXIMATE LIMITSOF 1325 / �PSQO��O F�'5300�2�C \ \ \! PP�� TREE SAVED ARE �S; TYP. - o �O TFO�P' �� �P�'�6" PAVER UNDERDRAIN, TYP. - ---_ ,� A A \ v EX. DI- _ / - i �� v�O 6P i �� TIE TO STORM INLETS, TYP. / �A COA \ \ RIMS 5.80 ••� i V CO �5 •� O TW 77.00 9 \ i \ INV. 1 544.67 �O 9 C3 \ /' I BW 74.50 2 \ \ \ �iALL RIP RAP TO BE "BARGE CHALET �� \ / '� U / . �- PROFS Q P, TYP. INV OUT 544.47 ., , �' O / \ ''---'.• � 56 °'` FR(SM CHARLES LUCK STONE:' %CENTER IN BULK QUANTITY �2�� oIo o 50� // `� 4A �% ��'1 � 572\ / v °O. �� �� 0 '� - FR�j' STAND G ° EXISTING 20' DRAINAGE - 5� 2 s • / 573. 0 72. \ 'WALL \ �I V / \ \ \ EASEMENT, T. ' - .00 / 5 PERMEABLE \ % " 33 i� ; ' A 1`b �0 V G �; o "O° A (D.B.3931, 434A) / PROPOSED i 6 .� PAVERS;'' -I�• 9Z i _ / i 5�� 0 / �� o a � '. .. o \ EASEMENT, TYP. � � �� � _ �• � ao /-� � � � � G / � � / _ � �i � � --� \ \ 0 �/ '�: G \ SD \ \ / 1$ 4 T /0YBMP ^i i v i\ 0 ` TER LEVEL 1' �-- `° / • AVER UNDERDRAIN, TY 0\671. I LL Al \ ,\ / �_ . G TIE TO STORM INLETS, TY o °� t 0 WITH R-TANK : � �' - � � C � � �/. � \ � R�TAININ � LL -1 PROPOSED DRAINAGE D j `n VA x \ (< 8' MAX. T ) \ O RM EASEMENT, TYP. ' A ��7 I i 'i - / \� 5 / WALLA sir570 2 'Ip,16�W582.0 THANSITI SIDEWVL OT ST A G-3 A \ � \ `� ? � j j � RETAIN�NG C �, j / � 57 3 � TS 56 .�4 Oa / \ y�N i` Ci; : -y BW576.00 - - - - - C RGENCY A CES CROSS G j WALL CO �) 6 3RST � S I 582.00 \\ , 089 \ r' , T / PER IEAB,LE�OVER AY LIM9 S TYP. \ � 8° . \ a PAVERS sD -- ---- -- ---� ------ 9 8 \ �A� _ ,. ,. .00 PACE . � • 2' RAILING QN r, TH 572 96 i �6�8 �� - 8 O ' ' TOP OF WALL l 572.33 ; TS 571.$0 A ���� • B 2.00 79.26 ��PERMEABLE, C f- ERMEABLE-m- o I B 580.'00 O / I BS 565�80 FOR TURN LAN TALLATIO I - � (12) 6',' R STEPS ~1 \ S E MAI TENAN OF TRAFFI � � l � PAVERS - _ � PAVERS o 7 Q?� ��� � i \ - - - - - -_ - - - - - - - - - - - o ? PAN ON SHEET P. �$� - - - §8 � � -* - - - - - - � -�- - - � -� � \ 2 � � U � I j �TS 565.40 � �=�56 .25 \ G� BS 563.90 66.59 \ I CSA W.L. 'C' / ` a �/ W �f�/ W/ W W w \ \ f G ®'`, ICRO WALL A3 I / (3) 6" R ST PS ca j \ c� I v 8�00_ TREE TO B"p �i \ C ANNEL D IN FREES DING/ 1 57 TS 563.84 - � n ALL I � l �_ �, BW 0 PRESERVED \ \" A BASE OF I RETAI G WALL_ BS 56 .34 \ N� --� -� -� - - - IN \ \ S REEN NG/RE T ING �T \ \ D TYP. / \ \ SE TWALL TCO 58 +/- I (7) 6" STEPS, L I 'PAVER UNDERDRAIN, TYP. Fj$`Z \ \� G / \ S \ 2.0% II TW580.00 1 / TIE TO STORM INLETS, TYP I / \ TW�81. 0 c� B L D �' \ I \ '' G i V )\ A TW581.93 ST> �\ BW574.0 1 , Z 1 i I G "I SIDEWALK;- C� k 6_3 TI TOE I TING - 81.'93 - - - / 83.91 , \ 1.03 80.51 79. � -yyi- - - - TYO�ICA IR O �A / / y r o TW578.00 S RIM563. I 22 V 111, ' PAVER.UNDEF�DRAIN�/' � �� /� =- � 8 - G _ \ c�i I G 2ND FL =/573.00 2 CLEAN OUT, TYP. -1 CO \ \ \ TW5 2. G) 1 ST FL - 560.00 J \ �I�VV. OUT 539.34 I WM HVAC UNITS; TYP. \ �iBW5 .00 POP OF I I5 A I 8 8 U Oft. os os os v: e • 80. 6 / PERGOLAS = 1 ROO� DRAINS TO/ \ m o a \ I 90.00+/- c I STORM a 8" HDPE/PVC ROOFDRAIN / �, TC L / TS 579.74 584.6 9 o t \ o I e TS 57 .50 @ 1.00 /o MIN., TYP. / i _ III- 583 ( BS 578.24 N BS 57 .50I, - - I BS82.5 U HVAC UNITS a m fl 3) 6" R STEPS / NOTE: ALL SPOT f �' N f 2 6" R STEPS WITH PREFAB. } t o f) I (4) 6.25" � ® I � ELEVATIONS ARE AT � /��- I _ � � TS 577.95 ! 1 57 o STEPS 1 ® ��� BOTTOM OF CURB CONC."PAD o U 30 I . BS 576.87 CBELOW; TYP. ® -� - _ 1 ` ) (2) 6.5" R STEPS I TS 569.64 �, 84.96 I �, - VARIABLE O I BS 566 4 TS 56!1.45 / SI9 2 6¢86 O� T81.00 V I ¢ I Q WIDTH ACCESS 6 6" STEPS BS 559.76 BW578.00 i COURTYARD DRAIN \, v MONUMENT ASEMENT ' (3) 6 R STEPS - I I / a s I Q I SIGN I I 2' RA G ON )6- \ 560 I1�'' ° STRUCTURES BY OTHER, F wo I I'i - � I j, 570.36 TOP F WALL ,,r � 84.84 / TYP. � / / �G' 31 I I I 56 6^ o EX. DI 2C I - T 578. E RIM 55 54 I I 1 �� - / �i��l ® 1 • 9.1 ./ S 1r� DUTE ���/ INV. IN147.63 I I I o - } I B 577� - - a �� 59.k_ 84.96 84.96 84.96 84.96 5D I 82.91 / TW578.00 INV. OU 547.39 / � Z I � � �.74 0 0 • 84.96 8" HDPo /PVC ROOFDRAIN JCp ` �, \ i8D BW574.00 o, A I I � I li O / 84.96 / L 1.00 /o MIN., TYP. o w \ E, _ E _ - - - - - �� I 2 > SD I � / + � • BW 76.00 + i 11 6_ , 30' FLAB 4 00 13 0 - A A SEWER A 8" HDPE/)PVC ROOFDRAIN f a 84.9 I o I 0% - J TS 7 0 I S 00 o NOTE: SPOTS SHOWN INS16E 85. 0 . o0 @ 1.00% o MIN., TYP. / COURTYARDS RELA71TO i 84.96 (; BS 7 R O LU I ENTRY POINTS IN j �_% M "ACSA L. 'A' f3) " R S - - ° `1 E O E "RCP l I INTERIOR ASSISTED -'- - - SD� \ I I / 0° w NOT ALL RAMPS AND ARCHITECTURE 'SEE PLANS 559.4 51� T RM PfP IN \ I �I> � •� STEPS SHALL HAVE OR DETAIL ,TYP. - - - ID6 5 w . I HI A� E� LIVING COURTYARD - �(i I I 1 I cn w a ® HA DRAILS WHERE ~ �> W581.5 �14' I� _ _I I I l ® NE�ESSARY ��� /� " h B 580.00 � �y- ,I 58 I ,NCO S I =3 8",HDPE /PVC ROOFDRAIN . • I RWALLETAINING - - - a. T 76.00 -� a i VID T T 12B (4 ) 1.00 /o MIN., TYP. �1 81.50 B 571.Op _ / + - o /I �I s S I _ 0 2.0% l 557.55 �N X.18 R BW578.85 _ + � 74.3 - i - T' 572.96 a o I _- � � i RIM 55 88 TW5 ' 85.00 \ BW582.41 1 BW576.62 FREEST NDING/ ��\ 1.00 /o MIN., TYP. I VARIAB E O I ° / � - � If�V.IN 541.00 I I'S G � OHP � I � � 5 9.35�1�, I Uk'i __ �� b I I I �6 F2ETAINING WALL � � 2�H$�@�.I�GE 'L�- -, II \ 8' HDPE/PVC ROOFD IN BUILDING D TW582.50 5 ESMT 5 1 G) 1, It 32 WIDTH � TS 569.55 59. 3 i I V. T 5�53. t ACCES I BS 566.55 CO � 559. 5 •� T 582.00 I I \ °S E 585.00 ��1 F - E 585.00 0 l BW576.62 TS576 21 i EASEM T Q� - (6) 6" R SjfEPS �� 557: �` Oti / I \ TW583.50 7 .�2 I �Cj I w , -' TW588.00� RETAINING WALL BS5674. STEPS ti - E SEMENT ENANCE • I 5 • `� \ VI579.00 I w cj 84.33 84.88 BW585.50 f �/ - 1 2.00 _ / l 572.95 559.95 �� C E SD H I 11 o I (SEE ARCH. DWG IfERMEABLE I I 11 RI54.77 96 % ° ®® i PRESERVED TW584.50 7•.71 /': PAVERS o / 6 PAVER e� 8G�' HDPE/PVC R�OFDRAIN � � TREE TO BE � i � ' J ps 1.00%MIN., P. I ®®- CO' o // ER UNDERDRAIN, T�P. �l IN 1 9.24 EX. SDMH I I I I / - m F2�4 ®® • o � TW5,77.71' •f / I c� / I TIE T( STORM IN` ETS, TYP. I I II \ IN . qU 549.0 0 I s CO 85.65 / 75.17TC 1.14- ° / o / 2ND FL = 573.00 I . T� 559. 12. % I ` _ RIM 556.81 I I I / w w 4 i 75.04 '; 1NV. IN 548.98 I / I �- > � `� 74.67BC/ 2`� /0 / 0 1ST FL = �60.00 •'I B 557.1p I 84.9 84.33 = 8 00 l / i U / Q �TW585.00 TW585.5 J / N/ I o f) 6„TEPS INV. OUT 548.86 I I a / � l BW584.00 TS,585.87 9 / I B L D G I +' _ , i i 0. INTERIOR MEMORY / - ® U) Q C BS 584.07 BW574.96 0 / i 559.95 I I I I 84.96 CARE COURTYARDS I 83.6 (3) 7.25" R STEPS �� M�EALE I I ,D l P \ 1.3 /° 8 .00 - • • -- i�-J ]F8-2 w Q 74. 5 / A EYS / 572.95 B o I C2 i I o � 8 / `J / TS 572.65 L BLDG. C / / Bs571J5 ° 1 / = ROOF DRAINS TO o Cn I I 2.0 /° - pp I i 1st FFE.575.08 3) 6 R STEPSI ' I ; CoT� ® 2' RAILI G / 84.0 HVAC UNITS q� t I � I 2nd FIFE 586.08 � � / � I STORM WAIIL 1 - ® `h'-1-®_ I w ON TOP I COURT ARD DRAIN l h •� / / I I I 83.1 J WITH PREFAB. STRUCTURES BY OTHER, U I' 8 F WAL WALL B1 FRE S�TA DIN / y "° CONC. PAD \ �4�3 ,� / a ROOF DRAINS TO� 75 08 2.0% FREESTANDING/ RET IN WA L _ _ - BELOW; TYP. TYP. I 1 STORM o / I 5 2.95 RETAINING WALL 559.95 - - J ® - / o E S 571.62! 73 9 _ 60' CMP I 8 • rA TW582.00 � �d� � � 84.96 I N. � a= / +/577.00 o s 4.20 _ I TS 585.7 74 69 7 .86� . 1 ° PIE UNDERGROUND I I „� ,i • .. o TS 573.92 � � G� I m ° CA) I 2.00 /° I BS 5 8.92 C) BS 573/32 i a �� 72.45 DETENTION �J �'o (3)'f 25" R STEPS • 5 S NTIO 559.33 •I' - 8� TF ANS. TO FLUSH l , ( j7 25" R STEP / 572.80 �} PER EAB E \ 8" HDPE/PVC ROOFDRAIN G� 57 .20 / ' Ij I QJ ° - CURB 73.386 57 PA ERS / \ . @ 1.00 /o MIN., TYP. - 74.00" WALL°�2 c I� 85.58 / 74 1 BC 572.87 F EST N _ = /FADE CURB TO 31 -I G • GRADfT 74.6T�C 74.50 RE I G L ' l 74.13 � - 559.55• �.26 � 8D -� T' �1O � �.80 a os °so - N70 ar, uJ +- / 6 33 84.33 4.33 4.33 1884.33 84.33 84.33 84.46 8 •9 iN.00 I = I Q 52 / /� ♦ c 54 / I I - 1 46.29 CO M vs � � a 74 92 „ ,' � � • � / � � � ° V • o o ' ` _ � = j - _ �FW576:00 � 570 _ V�ALL-B3- � F>?� I 82.38 - :TS 584.86 82.22 Z2 TC I �, l % :-� W576 00 / ' / - = BiR/ 5T�00 _RET�kPflINC3t-_ - - - - - / - �- 560 fPERMEABLE� �_ - PERMEABLE- - �" 74,99 - - ,,� : � � FRE€S-TANKING WAS �� \ BS 583.30 V�ALL D2 a a \ N I ` PAVERS PAVERS (3) 6.25" R ST _I� CO ____ I TW585.00 / ISTJNG LEYL-AND CYPR€SS TO BE i -� / . 550 8D I SEGMENTAL� ' -� - - - J SS BW575 4/ �� P EVER E9 PE"OfiE�N IEET 3..� UNDE�G�Ql C'VI L L E HEALTH AND RETAINING WALL \8;50 \ \ `- I P2 ` \ a o -_ 6" PAVER UNDERDRAIN, TYP. 1 - -560 _ - _ _ _ - - - g O - $ Q ORf�IFILTE W TE •� - 8" PRIVATE SEWEFv�' - ` o Hp o _ `Z I EXACONC. WALL $- I TIE TO STORM INLETS, TYP. SI E L EX.�NC.NAtt- / I / I I TUALITY UNIT - pq�� e ? `�' 82.88 / 81.62 ? 7 D \ I D s TE PO RY I I f B ) 1.78 E T: 54 4 00 REHAB CENTER \ l �D s , W/ VSM PL N u 1.0% 1.0% I 81.51 \- B f G DIN /CO STR CTI I� N G 2 I I I LP - -f E1GIE T- - � I S \ EX. DI-1 1 8350 83�00 ��-- ---�-------- ------ - - - - - - ----- --8 - ---- 1� 584 - 1 �� / / / A INV. V. IN 544 03 RIM 5FEX/4 /' S 8" ACSA SEW R�r �• / I I I co o ss i ss----- -- --- I 580 / - \ INV�UT 544.83 INV. 545.11 �\i ss A TIE TO EXISTING T TW582.00 TW581_.00 TW58 . TW5,PO.00 A N 580.00 TW580.D0 __ TWb:80 - - - - E --- - PARKING LOT I I \ _ N74.00 BW576.00 BW57800 7 „ g ^ \ _ - - - - \ ° \ -NOTE:-SPOTS SHOWN FOR WALL RELATE NOTE: SAFETY RAILING TO -SE_ / / / 20' DRAINAG EA E / TO TOP AND OUTSIDE WALL FACE. SEE INSTALLED ON TOP OF_WALLS30" 91�- / / SEMENT WALL DRAWINGS FOR DETAILS.., (EXISTING) � �� �� G EATER F ° I I \ / / SEGMF�PiTAL S / \ \ / / / I 2 \ I RI DI B(14) - / / \ INV.549.94 RE-TAI N INPIN�_ ° / I �1 __ ------ I I BERKMAR 0 r 560- / CONSTRUCT MH O UB SS APPROXIMATE LIM1T OF - \ �/ 11 I CROSSING -38 4' 24"R P TREE SAVED AREAS; TYP. I (1 ©� I RI'' 545.56 S 560 1 I / ENV. OUT 541 8 Al / I _ �I a � I ail I 1 EX. DI-1 I h INV. IN RIM 550.11 �,%L Q)1 _I I I► ® . E�(. MH ?X18" P R M6.14RESIDENTIAL INV. OUT 54432 INV. 39.04 E-6( I RIM I3 21 IIUj LI I ) \ INV. IN 5 V I EX. SMH BRKMRCR-1-2 N 5 EX. SMH ) INV. OUT 537.32 �I I I RIM 549.27 I M M RIM 546.92 EX. SDMH NI II 0 I INV. IN 542.75 INV. OUT 541.29 - ss % EX. 8" PVC •S• - INV. IN 542.5± RIM 543.05 I I I E�'' i INV. OUT 542.32 INV. IN 537.661 I I NV. OUT 5371 y NOTE: L ) SEE SHEET 4 FOR REVISION LOCATIONS. NOTE: FOR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONSERVATION PLAN . Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com = ►A _LVAq 0W LJ LL Z LLI w _ J Z U th W o w IL.1` O O W C as a �w ) U :/ w - U 0 [ IWl U J Ca m a Z `o w V (n o a U 72 0 3 Ua 1w m o E_ T N o o� w � m 3 c L �w N � C 2.0 3 m �B U � U O 2 0 QL V N m� E a nC > m m nE �LTH OF � m c 0 0 N Steven W. Edwards U r Cert. No. 0931 = a 2 �^ 9 �� C U N 1 P j �i i v�i 7N2 C m E c a a (nZn a fl �j,TH OF s f, 2- Alan G. Franklin Lic. No. 35326 Q N �IONAL E a o � 0 n� o a z > a C M �0 SCALE: 1" 30' 4 ISSUED: 10/22/2018 Q N REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION SHEET: Z O Cn Z O U O U_ G w Grading Plan W OF28� C O 4- 0 V L 0 O z f a _00 r) 00 0 N O J + 4-IA THE GARDEN V \ \ 5- RC W/ O \ �G \ 0 15' 30' 60' 120' 60- CS BELOW SPOT moo\ ♦ / ^ °yam - \ • / / i v - 3- QS1 \ 1 _ - /D 0\ a a 5- RC w/ - -• � / 50- CS BELOW ��' � �� 0 \ 3- CIF f P / cr 0 / 3- AA = ♦ U� \ / /�� / 12-RCw/ f _- 2�� \Z \\ 1 275- CS, BELOW2- ZE (511 --- c / �`�6' V A / / / / 0 , 5 ♦ �\ 20- VB i ♦ 27- TH \, V A\ � Q o , 4- RC1 / el_ - 4 � a � x �i I 5-IL S6, A I _ I , COUNTY CALCULATIONS. 66-IL -� 50-LM -�� = - - \ • k - - ,,, uo, r � \ 1 UL .,, � 3- CF � BELOW .,. ... TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 6.625 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 3.175 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 1.500 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 7.322 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy ('A' above) 7.322 Min. Tree Canopy Requirement: 15% (see Section 32.7.9.9.b) Total: 1.10 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.50 Bonus Factor 1.25 Total: 1.875 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (A1): 1.10 Tree Canopy Preserved (B): 1.875 Additional Canopy Required: -0.775 Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 124,898 sf (2.87 Ac) Required: 6,245 sf (.14 Ac) / 50 sf = 125 Proposed: 335 Trees (includes all required shrubs and evergreens adjacent to travelways/parking areas and the existing trees being saved- 69 trees, 249 shrubs, 19 evergreens) Parking Lot Trees: Total Spaces = 234 Required = 23 Provided = 31 + all the existing mature trees being saved 1/10 spaces required Screening: As Shown on plans via evergreen plantings. ARB: Frontage = 494.70' Required Street Trees = 14 (495/35) Provided Street Trees = 14 + additional plants and site elements A 17 I I I \ I I 9PPROXI AT��IITSOF TREE VE � , 1 570� / i \ 7- CJ 8- TG so` 6' MIN. 11Vf111 -.LV 1111 LIVl. m-kIV MATCH DUMPSTER ENCLOSURE) - VERTICAL CEDAR SIDING ON METAL FR E HVAC ENCLOSURE FENCING DETAIL )MM. GRADE NSTEELPOST NTS Label ScientificName CommonName AA Amelanchier arborea'Autumn Brilliance' Autumn Brillance Serviceberry AC Acer rubrum 'October Glory' October Glory Maple AC1 Acer rubrum'October Glory' October Glory Maple AP Acergriseum Paperbark Maple BJ Buxus sinicavar. insularis'Justin Brouwers' Justin Brouwers Boxwood BM Buxus x 'Green Mountain' Green Mountain Boxw ood BN Betula nigra'Heritage' Clump River Birch CD Cedrus deodara Deodar Cedar CIF Cornus florid a 'Cherokee Chief' Cherokee Chief Dogw ood CJ Cryptomeria japonica'Yoshino' Yoshino Japanese C ryptomeria CK Cornus kousa'Stellar Rnk' Stellar Pink Kousa Dogwood CM Carex morrow ii'Ice Ballet' Ice Ballet Sedge CID Carex pensylvanica Pennsylvania Sedge CS Carex siderosticha Variegata' Creeping broadleaf sedge DD Narcissus x'Carlon' (Large -cupped) Carlton Daffodil HC Hypericum calycinum St. John's Wort IA Ilex attentuata'Fosteri' Foster #2 Holly IL Ilex glabra'Densa' Densa Inkberry LM Liriope muscari'Variegata' Variegated Liriope LS Liquidambar styraciflua'Rotundiloba' Rotundiloba Sw eet Gum MG Magnolia grand iflora 'Edith Bogue' Edith Bogue Magnolia MIL Magnolia grand iflora 'Little Gem' Little Gem Magnolia MN Magnolia virg inica 'Australis' Australis Sw eetbay Magnolia PH Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass PX Peony X'Eden's Perfume' Eden's Perfume Peony QB Quercus bicolor Sw amp White Oak QR Quercus coccinea Scarlet Oak QS Quercus shumardii Shumard Oak QS1 Quercus shumardii Shumard Oak RC Rhododendron catawbiense'Purpureum Grandiflorum' Purpureum Grandiflorum Rhododendron TG Thuja'Green Giant' Jolly Green Giant Arborvitae TH Thuja occidentalis 'Emerald' Emerald Green Arborvitae UL Ulmus parvifolia 'Allee' Allee Chinese Om UL1 Ulmus parvifolia 'Allee' Allee Chinese Om VB Viburnum plicatum'Triumph' Triumph Viburnum VM Vinca minor'Alba' Common White Periwinkle ZE Zelkova serrata 'Green Vase' Green Vase Zelkova Quantity Caliper Height Root Comments 11 1.5-2" B&B MultFtrunk (3-5 trunks); dense, uniform branching 9 2.5-3" B&B Straight trunk; branching begins at 4` balanced head 1 3.5-4" B&B Straight trunk; branching begins at 4 ; balanced head 4 2-2.5" B&B Straight trunk; branching begins at T; balanced head 20 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 23 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. 6 2-2.5" B&B/cont MbItWunk (3-5 trunks); well pruned (no straight whip trunks) 3 6-T B&B Full to ground; dense branching, straight, pyramidal form 9 1.5-2" B&B Straight trunk; branching begins at 2'; balanced head 13 6-T B&B/cont Full to ground; dense branching, straight, pyramidal form 9 1.5-2" B&B Straight trunk; branching begins at 2; balanced head 435 4" PLUG Dense form; good color; well rooted in pot; 12" O.C. 75 1 G Dense form; good color; well rooted in pot; 18" O.C. ALT = 4"Pots 385 1 G Dense form; good color; well rooted in pot; 18" O.C. ALT = 4"Pots 225 bulb Free of rot & disease; placed randomly 49 3 G Dense form; healthy color; uniform branching; 4' O.C. 25 5-6' B&B Full to ground; dense branching, straight, pyramidal form 106 24" 3 G Dense form; healthy color; uniform branching; 4' O.C. 425 4" pot (1 pint) Dense form; good color; well DEEP- rooted in pot; 18" O.C. 7 2.5-3" B&B Straight trunk; branching begins at 4` balanced head 13 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 4 2-2.5" 10, B&B Full to ground; dense branching, straight, pyramidal form 6 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 141 3 G Dense form; healthy color; uniform branching; 30" O.C. 39 2 G Full in pot; free of rot & disease; 36" 4 2.5-3" B&B Straight trunk; branching begins at 4` balanced head 5 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head 4 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head 12 3.5-4" B&B Straight trunk; branching begins at 4 ; balanced head 30 3 G Dense form; healthy color; uniform branching; 4' O.C. 31 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form 55 5-6 B&B/cont Full to ground; dense branching, straight, pyramidal form 31 2.5-3" B&B Straight trunk; branching begins at 4; balanced head 1 3.5-4" B&B Straight trunk; branching begins at 4'; balanced head 32 3 G Dense form; healthy color; uniform branching; 4' O.C. 316 4" QT Full in pot; free of rot & disease; placed randomly ALT = 4"Pots 15 2.5-3" B&B Straight trunk; branching begins at 4; balanced head LANDSCAPE NOTES: 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. 5. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6• PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A T MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7• CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 9- LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. 10-ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3- MG 1 -BM \ I 49- HC _ ,4-!,QS1 1 - 3- AP I I RFI�ICH II CHF 1 I i - I I ' 4- ZE 1- BJ w/ 00 I 100- LM + 175- DD R I BELOW 1 i 0 I 1 I I pl 'l I \ I O !1 I IGI� II � I II I 111 �I I I Q �I �I r W I I I �D 0 I �., O rn s0 _ 0 I 1 I \I I I I I � I ISS° 1-CK O 11 1-CD I i 59� 11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. CDNOTE: SEE SHEET 4 FOR REVISION LOCATIONS. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com = FA _L.I9 0. O LL Z LLI 2 0 Z LLI Z Q LLI -- U) 0. O Z_ 2 ■ U J O J a Ut� Q= o w U 'y °� o-C na � m c � � 0 a �w �O w- QII 0-0 U U J °a m a E � `o w V (n 0,0 (n U 72 N � � 3 U °w m a ° E T L 16 N � o t `o E � m 3 .3 N O= 5 L 0 3 U O 7 o� Q= �(n U N T N CU E a �> 2M QE �LTH OF ° m c 0 � t o 1n Steven W. Edwards U r Cert. No. 0931 a y V -o -o ^ ( X ° N �1,TH OF U 3 Ir Alan G. Franklin Lic. No. 35326 2 CD- G N �> E a �1-01V A L �� m o a z > a= �M � a SCALE: 1" = 30' 4 ISSUED: 10/22/2018 Q N REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION SHEET: Z 0 H V H Cn Z 0 U 0 w Landscape Plan W OF28� C 0 4- v 0 U 0 0 Z Ln 00 m 00 0 N M O IN - — — THE GARDEN °�� , I `\ / /G / / / v / / / • j / S ':� \ r� \ 0 15' 30' 60' 120' i� SPOT01 v / i / ■ 3 IA\ 5 RC � 1 ' o ¢ / �%\ �� ■ 15- H G q A\ \ \ ` \ IA 00 Q 61, 1p- J v v v i / / / / ♦ \ i S>8 '61$ - \ \ \ i oo i - 40 00 44) I - v v TLTEF4 _ems �, ■ 2 �CL A 1 \ / n� O � � v � / / / �� / #1 � 'OVA �- � c �' • 1 �A ,� (SEE SWMNS u7 l 9 00 000�� F?LANS F G �/ I / PLANTS) \\ `. �� U j 0 / I, 1 \l SO 71'` ■ I c \ Oa rloo< � AREAS TYP/� 6-7 \ SUPPLEMENTAL PLANT LIST (NOT REQUIRED Label ScientificName CommonName Quantity Caliper Height Spread Root Comments AJ Acer palmatum var. atropurpureum'Bloodgood' Bloodgood Japanese Maple 1 2-2.5" B&B Multi -trunk (3-5 trunks); dense, uniform branching AP Acer griseum Paperbark Maple 6 2-2.5" B&B Straight trunk; branching begins at 3'; balanced head BJ Buxus sinica var. insularis 'Justin Brouw ers' Justin Brouw ers Boxwood 24 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. BM Buxus x 'Green Mountain' Green Mountain Boxwood 17 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. BW Buxus sinica var. insularis 'Wintergreen' Wintergreen Boxw ood 82 24-30" B&B/cont All plants from one source; healthy color; balanced form; 3' O.C. CA Clethra alnifolia Summersw eet Clethra 6 3 G All plants from one source; healthy color; balanced form; 3' O.C. CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese CYyptomeria 7 6-7' B&B/cont Full to ground; dense branching, straight, pyramidal form CL Carex lupilina Hop Sedge 27 1 G All plants from one source; healthy color; balanced form; 30" O.C. CM Carex morrow ii 'Ice Ballet' Ice Ballet Sedge 140 4" PLUG Dense form; good color; w ell rooted in pot; 12" O.C. CN Camellia japonica 'Nuccio's Gem Nuccio's Gem Camellia 32 3 G All plants from one source; healthy color; balanced form; 3'O.C. CR Carex lurida Lurid Sedge 55 1 G All plants from one source; healthy color; balanced form; 30" O.C. DD Narcissus x 'Carlton' (Large -cupped) Carlton Daffodil 625 bulb Free of rot & disease; placed randomly DE Dryopteris erythrosora 'Brilliance' Autumn Fern "Brilliance' 13 1 G Dense form; good color; w ell DEEP -rooted in pot; 18" O.C. HE Hosta sieboldiana'Begans' Begans Hosta 20 1 G Dense form; good color; w ell -rooted in pot; 24" O.C. HM Hemerocallis 'Stella d'Oro' Stella d'Oro Daylily 62 1 G Dense form; good color; w ell rooted in pot; 18" O.C. HP Hydrangea paniculata'LimVlight' Limelight Hydrangea 3 7 G Straight trunk; branching begins at 2'; balanced head; TREE -FORM HQ Hydrangea quercifolia 'Alice' Alice Oakleaf Hydrangea 38 3 G Dense form; good color; well rooted in pot; 4' O.C. IA Ilex attentuata 'Fosteri' Foster #2 Holly 9 5-6' B&B Full to ground; dense branching, straight, pyramidal form IB Iris versicclor 'Blue Flag' Blue Flag Iris 10 bulb Free of rot & disease; 18" O.C. IL Ilex glabra 'Densa' Densa Inkberry 94 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. LM Liriope rruscari 'Variegata' Variegated Liriope 140 4" QT Dense form; good color; w ell DEERrooted in pot; 18" O.C. MV Magnolia virgin ic a 'Australis' Australis Sn+eetbay Magnolia 3 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form PG Pennisetum alopecuroides Fountain Grass 112 24-30" 3 G All plants from one source; healthy color; balanced form; 3' O.C. PH Penn isetum alopecuroides 'Hameln' Din+ arf Fountain Grass 26 24-30" 3 G All plants from one source; healthy color; balanced form; 3' O.C. PT Pachysandra tern inalis Japanese Pachysandra 345 4" QT Dense form; good color; w ell rooted in pot; 18" O.C. RA Rhododendron cataw biense var. alba Alba Rhododendron 16 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. RC Rhododendron cataw biense 'FLrpureum Grandiflorum' Purpureum Grandiflorum Rhododendron 13 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. VB Viburnum plicatum'Triurrph' Triumph Viburnum 14 24-30" 3 G Dense form; healthy color; unif orm branching; 4' O.C. VM Vinca minor 'Alba' Common White Periw inkle 450 4" QT Full in pot; free of rot & disease; placed randomly ZE Zelkova serrata 'Green Vase' Green Vase Zelkova 3 2.5-3" B&B Straight trunk; dense, branching begins above 4' LANDSCAPE NOTES: 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL NOTES. 2. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. NO SHEARING! NO "BUTTERBALL" HEDGES. ALLOW THE PLANTS TO GROW TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' 5• CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6• PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34" MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7• CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 11- IL 10- IB ■ I 24- CR ■ I I �I I I 1 3- CA ■ I 13- D ■ 1 - CA ■ I 1- C18 R ■ I I I I I 1 \ I I \ \ O 10 1 NY0OUlau RL� I i59 I / o I � tiF, I' I I � 1 I \ I o aD I. I � \ I I I i aY- I I C 6, I I a =m QI I \ SO \ 3 I II0 I = G, 7 I I uJ II So I I \ I 1 � I _ I I --�� o I ' rrn I tiF zl \\ I NF rn II III I I I I \ 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. 10. ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11.ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. NOTE: CD SEE SHEET 4 FOR REVISION LOCATIONS. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com _..-L.A9 ;27 gA Q U J Z O J a Q Uth > L 0: w U 'y O O .1` W o-C as sa _ 0 �W �@ � U w- QII U J Ea m a n � 70 5 L 0 3 -0 -�: s c fl m a 5 '- U � U O 7 o(1) Q= �0 V N > N CU Ea �> 2M QE �LTH OF �N C �C ., � I� o� N y Qa Steven W. Edwards U r Cert. No. 0931 = a 2 6-13-18 PL N �a CM �E �a c� 0 CM m Q �fl x,vii OF i O 1 � f � O Alan G. Franklin Lic. No. 35326 ; � o� _ 6-13-18 ti �� �IU�\'AL'� a cc cc o� C� nL o a z > a= M 0. SCALE: SCALE: 1" = 30 O ISSUED: 10/09/2017 Q N REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 1. 03-26-18, SPA REV. SUBMISSION 2. 05-03-18, COUNTY COMMENTS 3. 05-30-18, OWNER LIGHTING REV. 4. 06-13-18, MINOR SPA- APPROVED SHEET: Z O H H Cn Z O U O Supplemental LL Landscape Plan w W OF28�