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HomeMy WebLinkAboutSDP201900072 Plan - Revision 2021-08-04BEAVER CREEK -MEDICAL OFFICE BUILDING LETTER OF REVISION 2 TOM FINAL SITE PLAN (SDP201900072) COUNTY OF ALBEMARLE, VIRGINIA NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 2246-2248 IVY ROAD LLC 2246-2248 IVY ROAD CHARLOTTESVILLE, VA 22903 ZONING: HC -HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY AIRPORT IMPACT AREA OVERLAY MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504)885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 7/18/2019 DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE WATERSHED: MOORES CREEK - NOT A WATER SUPPLY WATERSHED SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW; 30 FT (MAXIMUM) FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 5 FT (OFF-STREET PARKING OR LOADING SPACE)` ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE `SPECIAL EXCEPTIONS TO THE REAR PARKING SETBACK, PURSUANT TO 4.20(a), AND THE USE BUFFER, PURSUANT TO 21.7(c), FOR THIS DEVELOPMENT WERE APPROVED BY THE BOARD OF SUPERVISORS ON APRIL 15, 2020 WITH THE FOLLOWING CONDITIONS: 1. THE BUFFER DISTURBANCE WITHIN 20 FEET, AS MEASURED FROM THE REAR PROPERTY LINE, IS ALLOWED ONLY FOR SCREENING, LANDSCAPING, AND PARKING. NO DUMPSTER OR DUMPSTER PAD MAY BE LOCATED CLOSER THAN 20 FEET FROM THE REAR PROPERTY LINE. 2. ALL SCREENING, PARKING LOT LANDSCAPING, AND LANDSCAPING ISLANDS SHALL MEET ARCHITECTURAL REVIEW BOARD REQUIREMENTS. 3. SURFACE PARKING SHALL BE NO CLOSER THAN 5 FEET FROM THE REAR PROPERTY LINE, AS SHOWN ON THE EXHIBIT TITLED 'BEAVER CREEK - MEDICAL OFFICE BUILDING - SPECIAL EXCEPTION: SITE LAYOUT WITH SPECIAL EXCEPTION REQUEST' AND DATED DECEMBER 19, 2019. STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 107 SPACES PROPOSED PARKING: 107 SPACES ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 5 SPACES MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED DISTURBED AREA: 1.51 ACRES 06/11/2021 o, nA: 0 UNIVERSITY MADISON VILLAGE PARK CONDOS CONDOS C ® HUNTINGT0N VILLAGE a i� The Ivy Inn © John Paul Jones ze ��y qd 19 Shenandoah Joe Ivy SITE LOCATION St. Anne's-Beltield POPLAR GLEN School 190 wz xso e� P�0 LEWIS MOUNTAIN Q ®St Thomas Aquinas Church Q LowsM "'9an VICINITY MAP 111=1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 EXISTING IMPERVIOUS AREA: 1.03 ACRES ENGINEER OF RECORD: PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES TI M M O N S GROUP PROPOSED OPEN SPACE: OACRES 608 PRESTON AVENUE, SUITE 200 PROPOSED RECREATION AREA: OACRES CHARLOTTESVILLE, VA 22903 TRIP GENERATION CONTACT: CRAIG KOTARSKI, P.E. LAND USE: 20DICALOFFICEBUILDING I ECODE:7TELEPHONE: (434) 327-1688 AMOUNT: 26,600 UNITS: SF (GFA) WFFKDAY Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C4.0 SITE AND UTILITIES PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL = 6 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF = 26,600 X 250 GPD/1,000 SF = 6,650 GPD AVERAGE HOUR: 6,650 / 24 = 277 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 277 X 3 = 831 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 831 X 2 = 1,662 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 26,600 SF X (250 GPD PER 1,000 SF) = 6,650 GPD SIGNATURE PANEL: dr-00.• DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD I9L•\Iq L U CRMGW. J. KOTARSK Lie. No. OQ2048507 r ,1 08/04/21. N z 0 O (f) � a a p U p m LU O Q O m j > O w w N w � N ¢ 7 p o m 0 DATE 06/11/2021 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z H4 0 H� W W U H4 LL LL 0� Q Z Jew > LLI U U) H O Of C u LLI W w -.1 > 0 m U a i LU LU LL U/ LL LU Q LU co ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 L AM JOB NO. 43567 SHEET NO. CO.0 IF CONSTRUCTION BEGINS ON SUBJECT PROPERTY PRIOR TO \ \S WATER MAIN RELOCATION, CONNECTION SHOULD BE MADE TO EXISTING WATER MAIN. PERMANENT VDOT j UTILITYEASEMENT l 8" x 6" TS&V TEMP. EASEMENT FOR CONSTRUCTION OF CURB AND SLOPES AND ENTRANCE ' SEE DB 5144 PG 303 WATERLINE A 6" DIP TMP 06000-00-00-03700 JOSEPH W & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWA Y COMMERCIAL USE. COMMERCIAL (FUNERAL HOM BACKFLOW 6"x6"TEE WATERLINE D 2" COPPER 1.5" WATER METER VAULT 6"x4"TEE TO4" THREADED PLUG 1O W 2 0 POLE _ PP POLE PP I ku 2 TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC 4� DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: R1 RESIDENTIAL USE. RESIDENTIAL (MULTIFAMILY) 16'-WIDE DUMPSTER ENCLOSURE BOLLARD (TYP.) T GA;� lPF BENCHMARK '; , u; ::0 "1. EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) 8" WATER LINE TO BE CONSTRUCTED BY THE COUNTYAS PART OF THE IVY ROAD SIDEWALK PROJECT. COORDINATE SIDEWALK CONNECTION WITH IVY \ ROAD SIDEWALK PROJECT \ • tNT �4S CG-12 \ �� RA/yGF 0 R30' G \ �N� \ Roque pR/ T O ST/LLF Q \ \ \ jUr MS RV FNT??S B G \ MHS �NF VERH \� \ \ \ \Sqy� TOP=568.87 N \ \ \ P INV.4 "1N=56562 (V) A \ \ Fitt INV.47N=562.70 (W)V.3"1N=564 / NT 1N.45(SW) 5 a'oip \ \ \� \ \ \S4V�POLE INV.6"1N=566.02(S) % Y / I \ 1 �NV.OUT8"1N=56265 (E) Q / WATPo ERLINEC 17--<\----PPF5X \Sqy \\ LEGEND: CONCRETE SIDEWALK ,a HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY NOTE: 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION WITH THE FIRE MARSHAL'S OFFICE. 2. PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. SEE MOT DETAIL ON SHEET C1.3. 3. FIRE HYDRANT ASSEMBLY, FIRE SUPPRESSION AND WATER SERVICE CONNECTIONS, AND WATER METER VAULTS ARE NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE CONSTRUCTED BY THE COUNTY. 10 6 DIP TMP 06000- YOU-U3cYUU P / 1 ,F / \ \S TOP=566.26 BUILDING FOOTPRINT: ,IW I 2246-2248 /VY ROAQ LLC W o DB 1805 PG 670 ,\� , \ of Z1.42 ACRES FROM RECORDEBPI Ai �164.7' / O I p 2246IVY ROAD p p p Tnn 12' X 25' I LOADING SPACE "NO PARKING LOADING ZONE" l SIGN (R7-6) 24' n m wJ MHS �lVr P ANC INV.8"1N=559.81(W) d q PF1 SaN, R.. INV.87N=560.30 S sr l ND ST �R TIE TO COUNTY SIDE LK () 1 NoFLOOR: t13,300 SF l RUCT PROJECT. ADA RAMP INV.OUT=559.96(E) 2 FLOOR: t13,300SF TOTAL: ±26,600 SF REMAIN. 18' TY O 2 STORY MEDICAL OFFICE 9 TYP. BUILDING 24' (UNDERGROUND PARKING) ±26,600 SF CONCRETE WHEEL STOP (TYP.) FLUSH CURB ALONG ADA SPACES O CURB WIPE ' ' (5 AD PARKING DOWN n " 27 a -s., 9 50'.REAR SETBACK (STRUCTURE} _ R1' MH . ' TO R2' WEREASEMENT.. . " IN 08 488 P. G,52�1 R2' ��� '. '" /N TYP. J-J. P. SD INLET TOP=576.19 OPAQUE INV.IN 12'RCP=573.79 SCREENING FENCE TREE LINE _ INV. OUT 12'RCP=573.79- REAR SETBACK OO OO (PARKING) - PER SPECIAL EXCEPTION MHS RODIF TOP=580.64 BENCHMARK TMP 06000-00-00-04005 INV.4"IN= 578.24 CHARLOTTESVILLE INVESTMENT INV.IN2-2'PVC=57779 PROPERTIES 1NV.8'INPVC= 575.84 DB 860 PG 568 /NV.OUT=575.76 ZONE: R 15 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) D w\ R25' y \ 2O'ROADRI�� _ DB 248 PG. 11— / \ 2 R15' 24' / P \ R10' / / / EASEMENT FOR ENTRANCE O SEE DB 5134 PG 766 ,z8' / MHS / TOP=579.44 / INV.8"IN PVC=573.40 / INV OUT8"IN PVC=566.66 co e / i 12" j5 STONE WALL TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 % ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD _ SHOPPING CENTER) ON OF EXISTIN ARY SEWER PI ICED INN LACE RAC'h'6R/qt- DINATE WITH P JrO HC SIG y 04-P 1) CRAIG W. 7. KOTARSKI Lic. No. 0402048507 1 p OW04/21,. M E O o � N Vi N C >E ° E w Lu LL o 3 o wmn wO I� u U m Z w w —� O U W o of30N¢ w Q oaw =� Lnx vN z FU> c Lr;O (n y N i M Lu of E o_ ,cj- 00 O x c� 0 H 0 w L w F a z O 0 0 DATE 0611112021 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY . KOTARSKI SCALE 1"=20' IM z H� F� co W U LL Q LL Q J O z a- _ (7 (n \ > Uzi QLLJ O W w Q co Q [__ i Fn Lu U W MW W 0 c 5 a L SCALE VI 0 20' a0' Lm JOB NO. 43567 SHEET NO. C4.0 0 U P \ � Z �¢ \ G \Sqy EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND _ ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. / PERMANENT VDOT C \ \ \ \ \ COORDINATION REQUIRED FOR FINAL TIE-INS. l \ \ � `� ° - - - - � G \ � \ \ SANS �QOgO UTILITYEASEMENT l \ \ \ A a STRUCTURE EX 500 TO BE INSTALLED WITH IVY ROAD SIDEWALK PROJECT. PIPE 501A REPRESENTS / 1 7 - - 1 7 \ \ \ \ / �N� FUTURE CONNECTION TO EX 500, NOT TO BE TEMP. EASEMENT FOR CONSTRUCTION ` C Sj3 \` K \ INSTALLED WITH BEAVER CREEK MOB PROJECT. OF CURB AND SLOPES AND ENTRANCE � � -. � / � \ � ��?, / \ \ \ \ � PqV� 7 SEE DB 5144 PG 303 \QeA POLE I / �l 7 TMP 06000-00-OQ 03800 - o I 2246-2248IVYROAQ LLC / \ TIE \CY _ - -DB 1805PG6_705 y' �'��,\\ ` � \X % jam \PPF1\ 0 _ _ JEC� ADA 77 -7.42ACRES FROM RECORuc6\P1Af Q 4 p 2246 IVY ROAD % r �\ 001 M EN R `�� \\\ \\' \ \ \ /\ ♦ /\sS� \s I O 1 O G. 11700 _79- TMP 06000-00-00-03700 1 Iq W �� I 7 / ' \ _ _ _ \ \ \ \ \ \ '\ !/ \ 701 ✓OSEPH W. & MARY✓ANE TEAGUE 2 II I 7 \ \ \\ \ s� Ski \ 701 DB775PG154 �S\O I \B"HID RD2 2\ 702 \ ZONE: HIGHWAY COMMERCIAL \^ 11 ( / GARAGE FFE: 572.0' 50 / WITH G'4EQI�OUT �` \ USE. COMMERCIAL (FUNERAL HOME) t N 11 8" HDPE RD 1 BUILDING FFE: 583.0' ` _ _ _ - _ \ t 1 11 / TH CLEANOUT L T� ENCH DRAIN VVI�H QLEANO�T S, O 575 / TEMP. �SEMENT FOR ENTRANCE © I / RX \ / \ SEE DB 5134 PG 766 bi 1 \ 301 �� S7`57S --- ' 302 \ L 36" ACCESS RISER ` &II - 1 WITH VDOT MH-1 TOP - - - - - _ - - - - _ POLE 0 402 / 'sa/ / 1 I - pp 1 / - 12" - 581 STONE 01 / / / WALL I R /MARK \ D / j 58z� TMP 06000-00-00-03900 I \ j� WEST END SHOPS -EAST LLC POLE I \ - - - DB 1805 PG 664 PP \ / // 582 ZONE: HIGHWAY COMMERCIAL I 1 600 LF OF 36" \ / 6" ACCESS RISER \\ t VDOT USE: COMMERCIAL (NEIGHBORHOOD UNDERGROUND MH-1 TOP \ / WITH/ , SHOPPING CENTER ) ' / 1 I CMP STORAGE / / / ' 202 I 00 I\ 1:_, R D I 201 m n00 HC SIG \ - - 1 Ln \ I TMP 06000-00-00-03600 W m 00 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) - g4. I � + 02 / 36" ACCES C 1 RISER j / �fVR I H'GDOT G / 1 TOP WEIR PLATE SPN/ I / I 1 / 101 / r 36" ACCESS RISER 1 r I j WITH VDOT MH-1 TOP . I \ / / SORB � 100 I _ I - - IPF BENT .y 4 1 S J - - BENCHMARK 1 r J SO INL 102 lPF l �J TOP=576.19 BENCHMARK INV.IN 12"RCP=573.79 INV. OUT 12"RCP=573.72 I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC I DB 860 PG DB 4709 PG 224 I DE ZONE: R 15 RESIDENTIAL ZONE- R1 RESIDENTIAL USE. RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I ROD BENCHMARK - OKtP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-3B 14 ft Throat 100 577.00 3.11' MH-1 102 576.75 2.75' DI-1 202 577.81 2.91' DI-2C 8 ft Throat 302 579.84 5.18' DI-1 402 581.96 7.16' DI-1 500B 570.79 6.38' MH-1 502 572.00 5.24' 6" Cleanout 602 577.25 2.44' DI-1 700 565.37 1.46' ES-1 for 15 inch Pipe 702 567.62 3.56' MH-1 STORM PIPE TABLE PIPE # DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH 101 12" 574.00 573.89 0.87% 12.62 LF 103 12" 574.50 574.00 0.82% 61.21 LF 201 12 574.91 574.50 0.49% 82.06 LF 301 12" 574.66 574.50 0.50% 30.98 LF 401 12" 574.80 574.50 5.00% 5.93 LF 501A 15" 564.70 564.61 0.50% 18.90 LF 501 B 12" 567.04 566.23 2.00% 40.45 LF 601 12" 574.81 574.50 0.50% 62.07 LF 701 15" 564.06 563.93 0.50% 25.52 LF 703 15" 564.51 564.16 0.50% 70.32 LF RD 1 8" 576.20 574.50 5.00% 33.93 LF RD2 8" 566.95 566.23 2.99% 24.18 LF O 1) CRAIG W. 7. KOTARSKI Lic. No. 0402048507 Op OW04/21,. M E O o � N N C H > E w a E z w Lu O a <ww_> 3 E O 0LL03 w0 Of m Lu u U m Z H w w -vi O a Of'x 30Unx � oa a =w Ln N Z _ = u > ° O In ~ 00 N i O M LU Lu o W Of 00� o z O vi N > O w Of x (D 0 o 04 w N Lu W 04 a o 0 DATE in 0 0611112021 } DRAWN BY 585 585 K. MELLON G E • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' � 72.00') H� Lu F� W U z 9+50 10+00 11+00 H� J PARKING GARAGE ENTRANCE PROFILE LL 0- HORIZ SCALE: 1"=50' U. VERT SCALE: 1"=5 O Q w (7 Q Q Q Uzo O Q QU LLJ Q w m Z J z < Q 0 0 LU (D W U W W M M 0 z Z JOB No. SCALE 1 "=20' 43567 0 20' 40' SHEET No. C5.0 ---------------- 580 580 EXIST. GRADE �I 575 575 6 PARKIN 0 c 5 a t? 0 3 c D 00 oX �z 00 o 2 c mw a c m D 0 x " (D3 Z„ 0� 2 o 0, o �0 o .3 n >` X C 0.0 g„ 0 = 8 E `o C 06 06 a c �c 10 :2 0 o 0 N o m a c m m c o m 0 nE a _ c E F_ 0 0 U P Ste. 22 5'� EXISTING TOPOGRAPHY IN THIS AREA BASED ON �"4- , _ ��6ND B•\ INFORMATION PROVIDED BY KIMLEY-HORN AND / a 57�73� \ \ ,^_ ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. a _ _ _GND_ \� Ex \S -/ COORDINATION REQUIRED FOR FINAL TIE-INS. 571.81' 7♦3.7� ANC _ • 0�7� NON q� SQL r 571.77' � 573571. 571y68' � / ' - - . 3' s%, \ 23 ty ` /1574� POLE A GND 1 / TMP 06000-00-19e 0380BE=572.00' ! \ 0 575 ✓ I 2246-2248IVYROAgLLC / �� l , \ P 5 GND \ TIE \GM 10 I a 0 _ _ _DB 1805 PG 670 \ / / r \ > S�1 Z- ep�1 _ J E ADA / C9 ° I , - -1.42 ACRES FROM RECORuc9YPf Ai �l RAM / I 4 2246IVY ROAD \o ��� \ \ `` 569-06, \ \ 1 577.1 - - 4 57� Q �\` \ ��` \ \ \ r[y� \ EX GND co 5.76 Tk qa' I 7 O \ \ / ` O 1 Q h 576.) C9 576.94' 579- O a \ \\ \ \ /\ 1 U \ - - ` TMP 06000-00-00-03700 1 j W jl I A TC JOSEPH W. & MARYJANE TEAGUE c TC DB 775 PG 154 11 577 / / / GARAGE FFE: 572.0' ZONE. HIGHWAY COMMERCIAL BUILDING FFE: 583.0' _ ' / \ \ ' 574. ` ' \ \ Ex GN USE: COMMERCIAL (FUNERAL HOME) �' j 1 TC / - - ` ro 1 ` ` S / 571.1' \ 1 578 !25' L ' 572.50' / 1� • _ \ ti 1 I I � rC 1 \ 1 1 \ I TC / li \ A773.38' \ 11 I/ 578.65' FFE �\1 \ _ C I 11 II Q 572.00'\ / \1 ^^ TC TC I V : .90' TC / v 78.27• 1578.28' � ° -- � v � Q � FE= a 572.50' 575 1 SWK -. ' - 583.00' 2.b \ 1 11 57&58' I - - - a TC-BC TC 82.95' TC-BC 582.50' TC/ 1 1 1 I 11 C ` 583.41' 6 I 57 a y \ I I \ 78.48 EX GND -582 \ "°" ° ° ° - v a v �pI 1-�J \ 574.79' 582 3'°_ o o rJ 5 .80' 582.75' 582.84'C`5�9� 1� _ 1 j 582.89' TC L� 82. ' _ A. I 1 T 583.22' / %/ \ 1 2.98- \ RIM - (9 PP I EX GND 579.b7' 579.29' 581.96 TC / 577.23' 12" 580.02' \/// 582.30' 5 0.70' / 581 WANE 1 ALL TC \ / < f TMP 06000-00-00-03900 R IF I 581.33' ` / - '58, WEST END SHOPS -EAST LLC POLE BE MARK 1 TC / /� - - - - DB 1805 PG 664 pp 1 582.18' TC I \ /� _ /� 582 8 GND ZONE: HIGHWAY COMMERCIAL 583 21' ` / e i p \ USE: COMMERCIAL (NEIGHBORHOOD / I ` / TC / SHOPPING CENTER) ' / 1 TC 583.0VI 583.43' U GN -583 - _ - ';.• 1 I TC `/ TC I 00 N r HC SIGN 1�'' O _577.94'1 � coco TMP 06000-00-00-03600 h 1 � 300 TWIN SYCAMORES LANE LLC W $ 5 r DB 3995 PG 533 ZONE: COMMERCIAL OFFICE - _ k USE: COMMERCIAL (OFFICE) 1 I \ TC \ TC TC ig4 579.65' \ 580.60581.37'TC / TC 578.30'� I 578D0' \\ \ \ / Tc/_ \584.36' - / 1 / 1 TC / / ,582.73 / / EX GND / RIM 1 _ ^ �/ \ 581.34' / / 1 o 584.25' / 577.25- 1 ^ h ^ `� I / / / \IG >/S TC ao TC I / 583.851 I TC 584.58' / l 1 ��/ 584.57' \ TC I /I 577.82' TC 0 575.90 TC h RIMSI/ I / 584.36' h - 576.751 / \ 4 SEX GND - - IPF BENT 1 4 1 5 585.07' - BENCHMARK / EX GND \ L / - - 576.80' /� SD INLET TC / 22' � \ TOP=576.19 578./ IPF INV.IN 12'RCP=573.79 BENCHMARK LINE INV.OUT 12'RCP=573.72 TREEEX GND D BEN IF ARK '585.03' - T%� - TMP 06000-00-00-04005 584.54' oltp - - - - TMP 06000-00-00-036AO CHARLOTTESVILLE INVESTMENT STILLFRIED LANE LLC PROPERTIES DB 860 PG DB 4709 PG 224 I DE ZONE- R 15 RESIDENTIAL ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I SCALE 1 "=20' 0 20' 40' O 1) CRAIG W. 7. KOTARSKI Lic. No. 0402048507 Op OW04/21,. M E 0 � o N N C H >E w vE z w O _> a 1<ww3 E 0LL03 O w o m6 of ¢ Lu u U m Z H w w -vi O a (DLu M ZH i r of 0 30Nx N oa =w 0 a Lni vry Z x _u¢� O In ~ y0 N i O LU w M of Lu o w of 00E- O Z _O vi In > w O of x c� 0 H ti w N O W F N U¢ O O in DATE 0 0611112021 } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' ( n F� co LU U_ LL Q Q 0z J _ Uzi =)p 10 O ol VJ W Q V � Z W co ` Q Q i V 0 Lu W U W MW W JOB NO. 43567 SHEET NO. C5.1 0 c a Fc L 0 J PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM 'BONFIRE' BET HER BETULA NIGRA'HERITAGE' GIN PRI GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA QUE PHE QUERCUS PHELLOS FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS'FOREST PANSY' TM COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA tip LTH Op �G W. C III U �0.14 08/04/2021 (� E AR Sq \ \ M E 0 N C H T\ \ \ \Sq w "� ZO Lu 0 U o V \G �� SqN ZQ wO m,�-i d' d _j U w Z H O d�oNN a E (8) NYS SYL _ y{ - \ \ \ 0 N ¢ N w (4) CER FOR / - \ \ �d ix 6 w p a (3) GIN PRI { / \ \ \ / SqN� _ 'c ry Z 2 xLn v>� O N QN N w 0 nO > p of Lu \-Q� - • \\� _ • \<\ �/ �! SAN\ ��\ / O (,t COR FLO N� \ i O of i co / W 11 i � �V A O / -� 1/ � V / �I/ %�� A U c o X I 2co l- 57 \ V Al A /� ' �� z wp I - C3 / \ , O �o � DATE v/ INTERIOR PARKING LOT LANDSCAPE AREA / \" 0 os�ll�zozl �' PROPOSED BUILDING WITH `v v �� �` �s��/ S — DRAWN BY SCALE: 1" = 40' \ I- / UNDERGROUND PARKING ` _ _ ` - r - `� PRIVATE \ II • ' L _ - \ \ \ % / S��' \ / VARIABLE WIDTH M. RACHNER PARKING LOT LANDSCAPING 2,109 SF ' I / // • �\ �\a �/ \ ,\ / SHARED ACCESS DESIGNED BY EASEMENT (4) BET HER _ / S> >sp \ y 1 I _ r �! • \ \M `y � DB 5359 PG 212 •• M. RACHNER (9)ILE GLA _I �� `v (9) ACE BON j a R0 4 s5 .57� CHECKED BY / / F. HANCOCK 1 _ 20' ACSA i I � 6 SCALE WATERLINE - ��,� O s�6/ 1" = 20' EASEMENT (2) CER FOR L \ o (8) ILE WIN L '- co -f - `• / -581 // I t / - W (12) ILE WIN _ I / U ( ) zr r I / I \ :. W Wtr) 0 < J co z Q w Lo / (D W 1 I (1) COR FLOI �e - � J 1 (10) QUE PHE > W 1 \ _ 0- 5g4 5 Q I y I I A • � 1 \/� r. U / \ • \ / W co - i a Z w Q I i ' D 0 1 _ / b / PRIVATE { o / SO, 1--, VARIABLE WIDTH Y / SHARED ACCESS uj EASEMENT v DB 5359 PG 212 u„ I / r I LJ REE Air LINE ® ® w I W M M Q Z JOB NO. SCALE 1 "=20' 43567 0 20' 40' SHEET NO. L1.0 L NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO i 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE O� PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS P THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT :w ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF ACE BON 9 ACER SACCHARUM 'BONFIRE' BONFIRE SUGAR MAPLE 2.5" CAL. B&B 214 BET HER 4 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464 GIN PRI 3 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 2.5" CAL. B&B 17 NYS SYL 6 NYSSA SYLVATICA SOUR GUM 3.5" CAL. B&B 181 QUE PHE 10 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 6 CERCIS CANADENSIS'FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 124 COR FLO 5 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE GLA 23 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 20 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 6 LARGE TREES IVY ROAD 202 LF WITH INTERSPERSED 202/35 = 5.8 6 LARGE TREES g FLOWERING TREES FLOWERING TREES LANDSCAPING ALONG INTERIOR STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED TWIN SYCAMORES 296 LF 1 LG TREE PER 40 LF 296/40 = 7.4 8 LARGE TREES 8 LARGE TREES LANE LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 78 PARKING SPACES 78/10 = 7.8 8 LG. OR SHADE TREES 8 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 40,381 SF 40,381 x .05 = 2,019 SF 2,019 SF 2,109 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,204 SF 9,430 SF AREA) = 6,205 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS 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. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. KW I moo. 14 1)M 08/04/2021 M E O O � U N Vi N C ¢o > E w ai E y LL o 3 0 U.- w 0 6 K Jy t M d J U m J — uj d 5: O N FA N 7 U W W 3:0'x one (6 LL 0 Q U N = U � ~ c V^ 0 O1 N N M a,Cj- o w z z w z O a E O U K Z H O a a E Of UN 0 w LouOf Z = O U) N > w O of of 0 z O > w K DATE 0611112021 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A LU U J H� Q U. LJJ Q 0 O� z 0 J � z > Q U z Lu H� 0 o O I" I w Z --I LLJ < w Qco iQU z W W J U re W14 irff no Od vf SHRUB PLANTING L H JOB NO. 43567 SHEET NO. L2.0