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HomeMy WebLinkAboutSDP201900072 Plan - Revision 2021-05-28 (2)BEAVER CREEK -MEDICAL OFFICE BUILDING LETTER OF REVISION TO: FINAL SITE PLAN (SDP2O19O0O72) 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 11/18/2020 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 C7.0 STORM AND UTILITY PROFILES C8.0 EASEMENT PLAN L1.0 LANDSCAPE PLAN 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. 04MO48507 g� 5/28/21 (A z 0 Z O Lf) d z W U � wo O U Z O Z �z j O W U w Q 0 DATE 1111812020 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 1 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 L AM JOB NO. 43567 SHEET NO. CO.0 0 U PP \ \ \ IF CONSTRUCTION BEGINS ON o \ SUBJECT PROPERTY PRIOR TO I �\ �Saryy WATER MAIN RELOCATION, EXISTING WATER LINE TO BE RELOCATED CONNECTION SHOULD BE MADE \� DURING IVYROAD SIDEWALK IMPROVEMENTS TO EXISTING WATER MAIN. 8" WATER LINE TO BE CONSTRUCTED BY THE \ \ \ \ COUNTYAS PART OF THE IVY ROAD SIDEWALK \ \ \ \ \ a PROJECT. COORDINATE SIDEWALK \ \ \\U\T\ CONNECTION WITH IVY ROAD SIDEWALK PROJECT PERMANENT VDOT l R/c SANS ��RQ,q p CF TO STj` UTILITYEASEMENT l 30' D / x 6V9R/ I�Q R/iys /� y25 LFR/F p F 8" " TS&V LEGEND: ,a CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY \\\`/ NOTE: a\\GpR/i6jgRyF�T VERH MHS RA465801 1. A KNOX BOX SHALL BE IF TEMP. EASEMENT FOR CONSTRUCTION \ \ Sq y TOP=568.87 F TO OF CURB AND SLOPES AND ENTRANCE \ \ �\ \�� ���"'gliF INV.4"1N=562.62(W COLORNgp 2. AIVNG/MILLAND O ERL SEE DB 5144 PG 303 I \ MFNT ( ) AD FLAGGING FLAGGING OPERATION AI \ \ lNV.3%N=564.45 (SW) /VF �� � a•• \ � \ sq'vPOLE SEE MOT DETAIL ON SHE %o \ INV.6"IN=566.02 (S) 5 y 1 3. FIRE HYDRANT ASSEMBL WATERLINE A Y / °° \ \ INV.OUTB"IN=562.65 (E) 6" DIP /�� PO � \ \ NOT INCLUDED SERVICE EN THE IV O I WATERLINE C /�\�`- PPF5X R \Sqy� \ MHS CONSTRUCTED BY THE C a� 6" DIP TMP 06000-��-ue- j l \ TOP=566.26 BACKFLOWPREVENTER W I 2246-2248/VYRO LLC (p 1 'F / p \ �sqINV8BUILDING FOOTPRINT: ~/ R l SAT \ N� INV.8"1N=560.30(S ) W � D8 1805 PG 670 \� � -I'-- / Ndq �PF1 \ SAN�B'p------, � O 1ST FLOOR: ±13,30 Ly 1.42ACRES FROM RECORDED Pl Ai�164.7' l l RD ST �R TIE T / RU TDE -- LK /NV.OUT=559.96(E) 2ND FLOOR: ±13,30 Z ��/ CT\�`�� PROJECT. -- 2246 /VY ROAD 6" x 6" TEE � � � CJ Q � � � ) TOTAL: t26,60 n. ICY I Q REMAIN. a Q p 4 D W\ OII�/RllQN R25' �\ 91 0 5 4 EN DB 5 34 PG 7 2O' ROAD RW� / \ O - DB 248 PG. 11— J 12' X 25'18, Q p J LOADING SPACE TY TMP 06000-00-00-03700 O i , "NO PARKING 9' I O c 2 / / / D \ JOSEPH W. & MARY JANE TEAGUE r TYP. I > LOADING ZONE" 2 STORY BUILDING OFFICE DB 775 PG 154 > ZONE: HIGHWAY COMMERCIAL �O WATERLINE D "fr R5' SIGN (R7-6) 24'(UNDERGROUND PARKING) / S t26,600SF USE: COMMERCIAL (FUNERAL HOME) U 2" COPPER CONCRETE WHEEL STOP (TYP.) o Z 1.5" WATER / \ METER VAULT I FLUSH CURB ALONG 737 R15' Z 6" x 4" TEE TO 4" a Q ADA SPACES 24' } THREADED PLUG �� Q CURB WIPE TYP. / r Q Q Q O (5) ADA PARKING Q I ° , DOWN SIG S TEMP. OZ 1 ri 154.5' R 10 / / EASEMENT FOR Lu a ENTRANCE © O / �/ SEE DB 5134 co R12' I 9 �� . ' a Q PG766 28' WATERLINE B 6„ DIP �_ % / 101=579.44 FHA Rg .. / / INV.8"lN PVC=573.40 R 15' 24' FDC TYP. D �- - . �- 5...0 % / O INV.OUTB"IN PVC=566.66 co — — — POLE R3' '- . '- 5 U / // — — PP c� 10 TYP. 8, 12„ R5' / STONE R3 i// WALL . _ R2' . ' / '. R R2' / / TMP 06000-00-00-03900 POLE BE 24' WEST END SHOPS -EAST LLC PP TYP. . ' CG 2 . I / DB 1805 PG 664 R2 / ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD � SHOPPING CENTER) { R3 So TYP. . NOFEXISTI ' RY SEWER F 1 /.. . Iu IN `.B SA. A. � C'�6�TMT' ; fh 2 TMP 06000-00-00-03600 � . '- .. .. � . �- ... �... '- ... �. . - '. . '. . '- � .. � . - . '- - � ... � ... .. - - � 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 HC SIG ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) n / 50`.REAR SETBACK (STRUCTURE) . CG 2'. R1, . I i 12R2''. MH 16'-WIDE +�.8, j ..TYP.' TO DUMPSTER ENCLOSURE R2 _ — WER EASEMENT .. � .. � IN BOLLARD(TYP.)-DB488PGG24 R2' IN S GARF RF "TYR - - — lPF BENT — BENCHMARK / I SD INLET lPF TOP=576.19 OPAQUE BENCHMARK INV.IN 12'RCP=573.79 SCREENING FENCE TREE LINE INV. OUT 12'RCP=573.7 , ® O s� REAR SETBACK (PARKING) - MHS ROD/F PER SPECIAL EXCEPTION TOP=580.64 BENCHMARK — — 1 TMP 06000-00-00-04005 INV.4"IN= 578.24 oaP TMP 06000-00-00-036A0 CHARLOTTESVILLEIHVESTMENT INV.IN 2-2"PVC=57779 STILLFRIED LANE LLC 1 PROPERTIES INV.87NPVC= 575.84 DB 4709 PG 224 DB 860 PG 568 INV.OUT=575.76 I ZONE: R15RESIDENTIAL ZONE: R1 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE- RESIDENTIAL (MULTIFAMILY) 1 1 I U U CRAIG W. J. KOTARSK Lie. No. 04MO48507 g� 5/28/21 M E 0 N O N � C E vE W Lu ¢ LL 0 3 LL �w O m 9 W 2 ¢ -i U m z a-J —gym a i C)N _0 H H L7 W N Q.W o X N LED. COORDINATE LOCATION o a j Lu 0 FICE. s v N z ENTRANCE WILL REQUIRE = v ¢' z ND CLOSURES ON IVY ROAD. ~ o O 3. N w u E SUPPRESSION AND WATER a` NATER METER VAULTS ARE co D SIDEWALK PROJECT TO BE ° ~ Y. 0 0 x c� 0 x � N W w F � U¢ C1 co z 0 0 m DATE zm) 1111812020 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1 " = 20' (D z 0 H� Lu W U_ LL Z L J z_ �- (7 (n a> Uzi Q O D LLJ LLI w Q Q i U) 0 LU W 0L u Q. `u W M M 0 z JOB NO. SCALE 1 "=20' 43567 0 20, 40, SHEET NO. C4.0 L P \ -\ o sqN \ \ \ \ �SAN �/= \ G\ \ \SqN� EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. PERMANENT VDOT / o _ - - - G \SqN� IQ� COORDINATION REQUIRED FOR FINAL TIE-INS. UTILITYEASEMENT v _ olqv STRUCTURE EX 500 TO BE INSTALLED WITH IVY ROAD SIDEWALK PROJECT. PIPE 501A REPRESENTS / I i L \ qN FUTURE CONNECTION TO EX 500, NOT TO BE TEMP. EA AND SLOPES ENTRANCE ,l S�3\�` �\ \ \ s, \ly\ \ % pq� INSTALLED WITH BEAVER CREEK MOB PROJECT. OF CURB AND SLOPES AND ENTRANCE I _ -. \ l � \ � � • SEE DB 5144 PG 303 I --,\ it �574 \ \�`� TMP 06000-00-0q 03800 - o I 2246-2248IVYROAQLLC \ \ / �� \ TIE \CY t� CO I o - - -DB 1805PG 670577 y ����,,\ c� \ h 5�1, �ePF1\ \� 0 _ _ JE ADA -1.42 ACRES FROM RECORuc6\P� A� `/� ` \ \ Q a A 2246 IVY ROAD yZr \ \�\ 0 \ �M 01 578- Q 0�l1VIE�(y / W 4 I/I SE DB20' 1 O I I Q G. 11700 TMP 06000-00-00-03700 \ s�2 Ski \ 701 W. \ ✓OSEPH & MARYJANE TEAGUE = O II I i \ \ \ / DB775PG154 S\� I ' ' \87HDPERD2 \ \ �7�, \ S ` 702 \ ZONE.- HIGHWAY COMMERCIAL II ' GARAGE FFE:572.0' 50 ` \,Ti / � \ i WITH G�I�EQIyOUT .� � USE: COMMERCIAL (FUNERAL HOME) N I I 8" HDPE RD 1 BUILDING FFE: 583.0' \ _ _ _ _ - \ \, \ /\ \ / 11 ITH CLEANOUT L T{ ENCH DRAIN ^ / / S�3J ` _ / If VFIIThF CLEAN O�T �► \\` \ / \ //� / a \ / / 575 / \ / iEMP. SEMENT FOR \ / \ ENTRANCE DB 4 I\ �11 \\ I 1 / O \ \ I sp� cy1 \ \ SEE G76634 301 I 302 bi CI I 36" ACCESS RISER o I POLE WITH VDOT MH-1 TOP - - _ I � / -s8j / I - - - PP 402 / _ 12" - � I \ 581 STONE 01 WALL I \ / j TMP 06000-00-00-03900 R /F I \ '68z� \ \ WEST END SHOPS -EAST LLC BE HMARK POLE \ // _ _ _ DB 1805 PG 664 PP // 582 I I\ ZONE. HIGHWAY COMMERCIAL I ` I 600 LF OF 36" \ / �6" ACCESS RISER \\ \ USE COMMERCIAL (NEIGHBORHOOD UNDERGROUND \ / WITH/VDOT MH-1 TOP , SHOPPING CENTER) If7' CMP STORAGE I202 i o 00 / I .E% , RD 41 I I I 201 ,o0O ro m 1 HC SIG TMP 06000-00-00-03600 W I \ r � 300 TWIN SYCAMORES LANE LLC 41 = ye DB 3995 PG 533 I / I - TO r9c slcN ZONE.' COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE)- 1 \ \ .584 I If 02 601 36" ACCES / I SPIN RISER OT g P% IRIS / �I O WEIR PLATE I / 1 101 / 36" ACCESS RISER ' h 1 I WITH VDOT MH-1 TOP 096 1 100 - - IPF BENT - - BENCHMARK 1 / SD lNL 102 lPF l TOP=576.19 BENCHMARK INV.IN 12 RCP=573.79 INV.OUT 12"RCP=573.72 TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG568 DB 4709 PG 224 ZONE, R I RESIDENTIAL I ZONE: R I RESIDENTIAL USERESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) . AL (MULTIFAMILY) ROD BENCHMARK - - OCtP 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 I2 I 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 ,ATOFZH / U CRAIG W. J. KOTARSK Lie. No. 0402048507 g� 5/28/21 M E 0 N O N � E ° E w Lu 3 ¢ � o w o w O m -0 ¢ �W U Z o - vi O cN a Z L9 w .. w 3OknX N oaIII6 Lu oO _ N Z V o z ¢ vi N rn O � M a � GO wH 0 0 x C7 0 x o w F Go Go U 0 z 0 0 DATE m 0 1111812020 r DRAWN BY 585 585 K. MELLON E • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1" = 20' G � 72.00) z 0 Lu U z 9+50 10+00 11+00 1-4 Q PARKING GARAGE ENTRANCE PROFILE LL 0- HORIZ SCALE: 1"=50' U. VERT SCALE: VI O Q w f n Z v J z U�o Q OLLJ Q Q /� � L.J w z J \' Q E3 i Q Lu CD Lu 0L U W W M M Z JOB NO. SCALE VI 43567 0 20' 40, SHEET NO. C5.0 580 580 EXIST. GRADE 575 575 d PARKIN GARAG 0 c a ._ v 0 EL a m 11_ f4 0 m as 7 00 -8xD 0 2z nU 22 c E `o a a0 0 o� o: o� Z m od 2 X H 0 w 0 ZE 0 0 o � y J h 0 c w o z5 m dh O = m coi E C 0 a C w 'v '0 a 0 o c m o m .- m � a 2 c m m c m 0 c � m aE h w _ E L 102: DI-1 STA 10+63.62 ^ ^ TOP 576.75 2 N m INV IN 574.00 (103) H V INV OUT 574.00 (101) 00 o 302: DI-1 7 co 1,.u� n 100:MH-1 N000LO _ I� STA10+03.28 N 0) In �o�F N if1 �orF STA10+76.24 �o�� TOP579.84 p�LO0 p�ci0 TOP 577.00 0 o O � INV OUT 574.66 301 ( ) ii Q o It � Z Q o (0 INV IN 573.89 (101) cl U) ..9;AS 585 585 .1; AS 585 .1; AS 5Qn ;An 585 EXIST. GRADE PROP. 580 GRADE 580 \ FCMP 575 1.7' 575 EXIST. 103 12" RCP 61.21' OF 12" HDPE @ 0.82% 570 1 570 12.62' OF 12" HDPE @ 0.87% 565 565 560 560 E LIP AND FIE PROP. GRADE 580 580 EXIST. GRADE 1.7' 36" 575 CMP 575 201 XISTING GAS E. LOCATION 82.06' OF DEPTH TO BE 12" HDPE LD VERIFIED. @ 0.49% 570 570 565 565 560 1 1 560 EXIST. GRADE PROP. / GRADE 580� 580 3' MIN. 36' 575 C P 575 ML 301 30.98' OF 12" HDPE 570 @ 0.50% 570 565 565 560 1 560 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 UG DETENTION - STR 100 STR 202 - UG DETENTION STR 302 - UG DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 APPROX. LOCATION OF EX. GAS MAIN. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION. ran HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 ran 6" CLASS 52 DIP WATERLI E 585 585 PROPOSED G DE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION T AND ELEVATION. 580 580 EX. GA MAIN EXIST NG G DE 575 3.5' 575 570 570 565 565 J U yI Z z 560 Q W W 560 LL > j JI> > >� W W W Lu �� L m m m x x < X 555 v v v � io im io ao 555 9+50 10+00 11+00 12+00 WATERLINE 'A' - SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 595 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 595 590 590 PROPOSED GRADEi 585 1 585 52 6" CLASS DIP WATERLINE (STING 580 GRADE 580 i 3.5' MIN. 575 575 570 570 z O U W z z 565 00 565 W W a U 560 0 560 12+50 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 585 585 EXIST. GRADE PROP. GRADE 580 580 3' MIN F3.6P575 575 401 5.93' OF 12" HDPE 570 @ 5.00% 570 565 1 565 585 EXIST. GRADE PROP. GRADE 580 580 / / 1.5' 36" 575 CMP 575 601 62.07' OF 12" HDPE @ 0.50% 570 570 565 565 560 1 560 9+50 10+00 11+00 9+50 STR 402 - UG DETENTION HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 590 590 585 585 PROPOS D GRADE EXISTING BACKFL W GRADE P REVEN ER 580 580 EX. GAS MAIN 6'. LASS 52 DIP WATERLINE WATERLINE D 575 575 .5' IN. 1' MIN. 570 570 565 565 z_ C) Q J m W z C) J m Lu 560 m w 560 ( 0 z § w W Lu Q m U X W o 555 0)io m 555 10+00 11+00 STR 602 - UG DETENTION 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 590 702: MH-1 STA 11+13.21 00 M TOP 567.62 o n Q m o INV IN 564.16 (703) v V V INV OUT 564.06 (701) C cn q rn N N a 700: ES-1 for 15 ii uf0i N oo ° N N co V m o In STA 11+38.72 o + ;° ;o j o TOP 565.37 cO�a0 m�azzz0 INV IN563.93(70 oF0> LOU) FZ ooFO>»> LOU) ZZZZ 580 580 575 575 EXIST. GRADE PROP. 703 F GRADE 70.32' OF 15" HDPE 570 @ 0.50% 570 3' MIN. 701 25.52' OF 15" RCP 501 B I @ 0.50% 565 40.45' OF 565 12" HDPE @ 2.00% 1' MIN. 1 MIN. IN. APPROX. LOCATION [1, OF 8" SANITARY 560 SEWER LINE. CONTRACTOR TO 560 L APPROX. LOCATI FIELD VERIFY. OF 8" EXISTING APPROX. LOCATION OF WATERLINE TO B 8" EXISTING WATERLINE RELOCATED WITF TO BE RELOCATED WITH ROAD SIDEWALK 555 IVY ROAD SIDEWALK IMPROVEMENTS. IMPROVEMENTS. CONTRACTOR TO CONTRACTOR TO COORDINATE WI COORDINATE WITH COUNTY ON COUNTY ON LOCATION/DEPTF LOCATION/DEPTH. 11+50 9+50 10+00 11+00 STR 502 - STR 700 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EX 500: DI-3B 14 It Throat STA 10+03.06 TOP 568.31 INV OUT 564.70 (501A) 50OB: MH-1 STA 10+42.93 iCh Pipe TOP 570.79 INV IN 566.23 (RD2) INV IN 564.61 (501A) 1) INV IN 566.23 (501B) INV OUT 564.51 (703) 58n 58n ON E i IVY H 575 575 EXIST. GRADE PROP. GRADE 570 / 570 4.4' 565 I I 565 501A 18.90' OF 15" RCP 560 @ 0.50% 560 555 NOTE: EXISTING 8" WATERLINE TO BE RELOCATED PRIOR TO 555 INSTALLTION OF FUTURE CONNECTION. FUTURE CONNECTION TO BE INSTALLED BY COUNTY AS PART OF IVY ROAD SIDEWALK PROJECT. 12+00 9+50 10+00 11+00 FUTURE CONNECTION INV IN 565.32 (3-2) INV OUT 565.22 (2-1) STA 10+12.76 3 TOP 574.10 INV IN 567.12 (BLDG-3) INV OUT 567.02 (3-2) 590 590 EX. GY Is 585 MAIN 585 PROPO ED GRADE- TER METER V LT EXISTING GRADE 580 580 2" TYI DE K COPPER -INE 575 T 575 MIN. 1' MIN. 570 I 570 565 F 565 z_ C) J m m o a 560 _ 560 o ¢ °w o 0 z 0 z > F w Fm m m a w W 10 U X Q 555 H o 0)m o 'Itio 555 9+50 10+00 11+00 11+50 WATERLINE 'D' - DOMESTIC SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 1 STA 10+97.19 TOP 571.41 INV IN 563.46 (1-EX.1) INV IN 564.39 (2-1) INV OUT 563.46 (1-EX.1 (1)) pan 585 585 PROPOSED BUILDING EXIST NG 580 GRAD 580 -PROPOSED GRAD 575 575 PROPOSED GARAGE 570 570 565 BLDG-3 3-2 565 12.76' OF 6' O 2, 6" PVC @3PVC 00% 2769,1 F @ 3.00% 6" pVC @ 3.00% 560 560 555 555 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 0 U CRAIG W. J. KOTARSK Lie. No. 0402048507 Ll 5/28/21 M E 0 INO N C ¢ o > E w ° E Y Lu ¢ w 0 3 o LL w 0 m a _j U Go J - ,i a 5! oo GO, U W N z: 30¢ �W w oQ my iui N c rn O N O w w� 0 N Z 0 f H z 0 a- z w c� E U) 2: wQ O z O N z j O w cJ F 0 DATE 1111812020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 30' W U U) U. w J_ U. LL Oz� a> U= in O � W < o LL' Q m co Q C �GN/ L 1_ \' i O W C!) uj LL U id, Tr nq �.1 JOB NO. 43567 L 0 50 PROFILE SCALE SHEET NO. C7.0 Sq�y, PERMANENT VDOT j \ \ UTILITYEASEMENT l + c \ \ \�RQ,q EASEMENT TO REMAIN / \` ���� \+ lklii + \ \ � �RQU F+ + +I + �Y + + +1 \ MHS �+ + I \ \ sq y TOP=568.87 TEMP. EASEMENT FOR CONSTRUCTION + + ' � t OF CURB AND SLOPES AND ENTRANCE + + + I \ k \ \ p INV.4'7N=565.62 (W) SEE DB 5144 PG 303 I } + + + +lµ + \ \ \ \ ��F�NT INV.4'lN=562.70 (W) EASEMENT TO EXPIRE UPON COUNTY '+ + + I / ��� a" \ Sqv POLE lNV.3'lN=564.45(SW) COMLETION OF IVY ROAD SIDEWALK + + + ^ lNV.6"1N=566.02 (S) IMPROVEMENTS CONSTRUCTION +++ + / �\ \ \ 1� -_.INV.OUTBlN=562.65(E) IMP 06000-00-00-03700 JOSEPH W. & MARYJANE TEAGUE DB 775 PG 154 ZONE. HIGHWAY COMMERCIAL USE. COMMERCIAL (FUNERAL HOME) 20' ACSA WATERLINE EASEMENT POLE PP TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) — — GOO — — lPF BENT �+ _ BENCHMARK / IPF BENCHMARK TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) P S \ PERMAN T DRAINAGE EASEMENT FOR PMAINTENAN DRAINAGE PIPE AND + I �TMP \,PPF5X \Sqy &TlUCTURE, DEDIC TO P�P�IC USE. + + 2246-2248 /W RO 03800\ \ \ \ \ 5 �G + 0535 TOP=566.26 I C P / l� \ 'vim INV.87N=559.81(W) =t c�+ + + +I o DB 1805 PG 67041 i l PF1 S4N 8 l P� \ p INV.8"IN=560.30(S) + + I 1.42ACRES FROM RECORDE9�PfAf l j \ INV.OUT=559.96(E) 2246 IVY ROAD �l Q 4 PERMANENT DOMINION \\ ENERGY EASEMENT SEE DB 5134 PG 786 7O I EASEMENT TO REMAIN 1 0 7 + +I + I + 1 + fi + +1 1 } 1 + I + S WATER CCESS EASEMENT �F I 5359 PG 212 O R & ff STORMWATER V' FACILITY EASEMENT DB 5359 PG 212 J 101, TYR 20' SANITARY ° SEWER EASEMENT DB 488 PG 624 / So J, \ \\�\ / / 73i / / \ / SPA SD INLET TOP=576.19 INV.IN 12'RCP=573.79 INV.OUT 12'RCP=573.72 TMP 06000-00-00-04005 CHARLOTTESVILLE INVESTMENT PROPERTIES DB 860 PG 568 ZONE- R 15 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) MHS TOP=580.64 INV.4"IN= 578.24 INV.IN 2-2'PVC=57779 INV.8"INPVC= 575.84 INV.OUT=575.76 0- —F/i pwa,*11111*11 009 ►�.��daOnbY� o_ _ XW PERMANENT DRAINAGE PRIVATE EASEMENT FOR MAINTENANCE VARIABLE WIDTH OF PIPE AND STRUCTURE, \ / SHARED ACCESS DEDICATED TO PUBLIC USE. EASEMENT DB 05547 PG 0535 DB 5359 PG 212 TEMP. EASEMENT FOR ENTRANCE SEE DB 5134 PG 766 EASEMENT TIMING TO BE COORDINATED WITH COUNTY MHS TOP=579.44 INV.8"IN PVC=573.40 INV.OUT67N PVC=566.66 12" STONE WALL PRIVATE VARIABLE WIDTH SHARED ACCESS EASEMENT DB 5359 PG 212 TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) ROD IF BENCHMARK OKiP LEGEND: ACCESS EASEMENT STORMWATER FACILITY EASEMENT STORMWATER ACCESS EASEMENT ACSA WATERLINE EASEMENT \ PERMANENT DRAINAGE EASEMENT U CRATG W. J. KOTARSKI Lic. No. 0402048507 5/28/21 t.< ME 0 � o N Vi N C >E U. 3 ow o w o m K W L M d J V m d > N N U W 3o'x �J N < ix0 c � ti = N x U F c o O N co � M 0 x c� 0 w x U a z 0 0 0 z O a z W V � E w O 0 V z O 0 w V F DATE 1111812020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' V H� J F� co W U H� U. OQ ID Q J \C_ 1^-1 Uzz I —I p wC Q U G W Q Q m w J Q W U Lu W co Inc L SCALE 1 "=20' 0 20' ao' LM JOB NO. 43567 SHEET NO. C8.0 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 WC III U 0..1 11/18/20 (� E AR Sq \ \ \ M E N ai E G\ SqN,_ \ w > 3 w 3 _ \ Q 3 0w o Lij 2 C) o 19 Ck (8) NYS SYL - yl \ \ \ \ , O m x¢ (4) CER FOR i - \\ �Sq o a e w p (3) GIN PRI i\ R \\/ v Ln x v N z xw>� O 1 I e oar \ \ � 00 \sq _ W ' (4) COR FLO N i O '-----------57F� i l �� �\ `\� -- \ \ i x Q A I l r \ •\ i 0 co i I _ w y w / -Z1/ � V A I/ %�� A i U p X _ Q / A v/ A /� S6 z 57 �/ \ \ Vl DATE 's D INTERIOR PARKING LOT LANDSCAPE AREA / 0 Il�ls�2o2o �' PROPOSED BUILDING WITH 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> >� \ I 1 I _ r �! • \ \M `y ri�� / / \ � / DB 5359 PG 212 •• M. RACHNER (9)ILE GLA _I �� / V v (9) ACE BON j a ° 7O 4 s5 .57� � � � � � CHECKED BY F. HANCOCK 1 _ 20' ACSA SCALE WATERLINE - ��,� s�6/ 1" = 20' EASEMENT / wee° ay s 5qg 11 / (2)ICER FOR f - I I VJ 1 I (8) ILE WIN -f - `• / -581 /// I CLI W (12) ILE WIN r' _ I / U ( ) zr I / LL r I OD LL / I \ :. W j N I �U 11 rn O Q Z lb J M z Q w / co W 1 I (1) COR FLO I �e - � J (10) QUE PHE > W 1 \ 0- 5g4 5 Q I I I I A • � 1 \/� r. U / \ • \ / W co �// // \ �� \ __ - - • / • / / 3 �� Lu _ - i a Z w Q Q D 0 1 _ h/ b / PRIVATE I o / pow / ��� VARIABLE WIDTH Y / ro SHARED ACCESS W /I ' EASEMENT v DB 5359 PG 212 u„ I / r / ' ` I LJ REE LINE W M M p z Z JOB NO. SCALE 1 "=20' 43567 0 20' 40' SHEET NO. L1.0 L