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HomeMy WebLinkAboutSDP201900072 Application Letter of Revision 1 2020-11-18Application for Letter of Revision 4U Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: Beaver Creek Medical Office Building (SDP201900072) Contact (who should we contact about this project) John Thier (Turner Enterprises) Street Address 250 West Main Street, Suite 201 City Charlottesville State VA zip Code 22902 Phone Number (434) 533 - 0788 Email John@turner-enterprises.com Owner of Record 2246 - 2248 Ivy Road LLC Street Address 2246 - 2248 Ivy Road City Charlottesville state VA Phone Number Email Applicantdohn Thier (Turner Enterprises) 22903 Street Address 250 West Main Street, Suite 201 City Charlottesville State VA zip Code 22902 Phone Number (434) 533 - 0788 Email John@turner-enterprises.com SUBMITTAL REQUIREMENTS: A] The appropriate fee, A] The site plan number that the change applies to, ® A request letter describing the proposed changes from the owner or authorized agent, ® 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan or on an 11"X1T' copy of that portion of the approved final site Dlan. Owner/Applicant Must Read and Sign 3eby rtify that the information provided on this application and accompanying information is accurate, true and correct to the best y c loWledge and belief. Signature of Owner, Agent Date Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR # Fee Amount $ Date Paid By who? Receipt # Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/23/2018 Page 1 of 1 BEAVER CREEK -MEDICAL OFFICE BUILDING 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 LETTER OF REVISION TO. FINAL SITE PLAN (SDP201900072) COUNTY OF ALBEMARLE, VIRGINIA 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 EXISTING IMPERVIOUS AREA: 1.03 ACRES PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) WFFKDAY 11/18/2020 Sedcr,, UNIVERSITY MADISON VILLAGE PARK CONDOS CONDOS C ® HUNTINGT0N VILLAGE F zso R� The Ivy Inn Q John Paul Jones tyj' Rd $ © Shenandoah Joe Ivy SITE LOCATION St. Anne s-Beltield POPLAR GLEN School o 56i zso e� LEWIS MOUNTAIN aV 'M ®St Thomas Aquinas Church Marn'ar, VICINITY MAP 1"=1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 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: APPROVAL 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 DATE 11 l U CAATGW S. YOTARSKT> Lic. No. 0402048507 ,P 11/18/20 A-j ram z O a C" U w 0 z O U) w I DATE 11/18/2020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A z H� H4 D co W U H4 LL LL 0z Q Z_ J _(D °� LIJ Q > LU UzU) 1-� O ry 0 U LU W w -.1 a � 0 m U a i W W U W Q MW W ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 L LM 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. \ \ �SqN \ / \o o PERMANENT VDOT j UTILITY EASEMENT 8" x 6" TS&V TEMP. EASEMENT FOR CONSTRUCTION OF CURB AND SLOPES AND ENTRANCE 'I SEE DB 5144 PG 303 TMP 06000-00-00-03700 JOSEPH W & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWA Y COMMERCIAL USE: COMMERCIAL (FUNERAL HOM, TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) WATERLINE A 6" DIP BACKFLOW PREENTER I--- 6" x 6" TEE 2 'tr O WATERLINE D 2" COPPER 1.5" WATER METER VAULT 6"x4"TEE TO4" THREADED PLUG L POLE _ PP ' POLE PP 16'-WIDE DUMPSTER ENCLOSURE BOLLARD (TYP.) 6i IPF BENCHMARK 7 .y 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 �\ /VlrRTRANCS 4S0 sgN 401 q\ T l OF ROUrF pRi S RVFS R F 1 �,�4�v?s�� CgMpRSL9 TQ �VI pR/MgRy NOTE: BVERH G \ \ \ \ \s �HS OP=568.87 NF R FRT�RCFTBp 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION lNV4"1N=565.62 (W) OCOLO/�INq 2. AIOFFICE.TH THE FIRE MARSHAL'S V NG/MILL A D O ERLAYAT ENTRANCE TRANCE WILL REQUIRE \NT 1NV4"1N=562.70 (W) DFOR/ FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. 1NV.3"1N=564.45(SW) VF s•• \ sg4'�POLE SEE MOT DETAIL ON SHEET C1.3. o/p v lNV 6"1N=566.02 (S) 5' y 1 3. FIRE HYDRANT ASSEMBLY, FIRE SUPPRESSION AND WATER lNV OUT8"1N=562.65 (E) �� \ \ SERVICE CONNECTIONS, AND WATER METER VAULTS ARE / \ \ I ``` PO \ S \ \ SqN� NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE Q WATERLINE C ` /1_ ---- _PPFSA \sq �_ MHS CONSTRUCTED BY THE COUNTY. 6" DIP TMP 06000-00-Vu-u,o u l h I; \ l 1 j \ \ TOP=566.26 BUILDING FOOTPRINT: k-u2246-2248IVY ROAgLLC (P R P� P lNV8"1N=559.81(W) W DB 1805 PG 670 /Nd y��qqP�F1 - 'NV.8"lN 560.30(S) 1ST FLOOR: t13,300 SF I ' 1.42ACREZFROVRECOROADDEDPIAi \�`-_164.7'\ ``l STRUcp�``, PTIE ROOCCOUNTY SIDEWALK /NVOUT=559.96(E) 2NDFLOOR: t13,300SF Q O F) \ TOTAL: ±26,600 SF REMAIN. LEGEND: CONCRETE SIDEWALK a HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY ' 12' X 25' LOADING SPACE "NO PARKING LOADING ZONE" R5'� //fSIGN (R7-6) av v v /R12' WATERLINE B 6" DIP FHA JR151 FDC i RF 24' I:YaI 1 SD INLET TOP=576.19 OPAQUE INVIN 12"RCP=573.79 SCREENING FENCE INV OUT 12"RCP=573.79- REAR SETBACK (PARKING) PER SPECIAL EXCEPTION TMP 06000-00-00-04005 CHARL OTTES VILLE INVESTMENT PROPERTIES DB 860 PG 568 ZONE: R15RESIDENTIAL USE RESIDENTIAL (MULTIFAMILY) Q OPT hIIQ(� R25'\\ EN R SE DB 5 34 2O' ROAD Rfa� O 0 DB 248 PG. 11 18, 9' TY / D \ 1 2 STORY MEDICAL OFFICE TYP / BUILDING 24' (UNDERGROUND PARKING) ±26,600 SF ' CONCRETE WHEEL STOP (TYP.) / FLUSH CURB ALONG 73 7' % R15 ADA SPACES TYP. CURB WIPE (5) ADA PARKING / \ p 77 DOWN SIG S 4 Q 154.5' / / /l/ / TEMP. R10'/ /// / EASEMENTFOR ENTRANCE •' �� a © �/ / SEE DB 5134 PG 766 eee v a � a a 28, / MHS �► — ' j / TOP=579.44 R5' INV.8"IN PVC=573.40 24' D 5 / / / % INV OUT8"IN PVC=566.66 YP. U 8 12„ n R5 STONE R3'�/ WALL R2' . j _ D / TMP 06000-00-00-03900 RZ . / WEST END SHOPS -EAST LLC C0-2 j / DB 1805 PG 664 — ZONE: HIGHWAY COMMERCIAL I 94 R5' /� USE: COMMERCIAL (NEIGHBORHOOD R3' TYP. r TREE LINE IF OO pO MHS ROD IF TOP=580.64 BENCHMARK INV 4 "IN= 578.24 INV.IN 2-2'PVC=57779 INV.8"INPVC= 575.84 INV.OUT=575.76 SHOPPING CENTER) OF EXIS- 'SEWER HC 04-P SCALE 1 "=20' 0 20' 40' .LI'x r a CRAIG W. J. KOTARSKI a Lie. No. 0402048507 II/18/20 A M E O � o N UI N C >E W E <Luv3 Q LL 3 0 U. o w 0 m C W L d J U WM W J —i M � C7 W �M Z ~ = X 30�LL Qv ti = N = U > m ~ c o O1 00 � M w Q 0 DATE 1111812020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' R H� HMS W Lu U H� Q L Q J O<� Z (D (� Q> Uzi Q O :D Lu W [0 w J Q W W U W MW W JOB NO. 43567 SHEET NO. C4.0 d 0 3 c a O =x 0 nU 12z n 0 mm 0 c T E E o a w =N aC 0 Oc 4 m (D3 ti Z m O � a o N 0 d m 7 y B h X C d16 :E0 m o Ra E `o 'm 06 a c �a 10 a 0 o � N 0 N a = a O W O n o da N N N L P �S R'b'r \ \\UGT O� G EXISTING TOPOGRAPHY IN THIS AREA BASED ON \�N _ \ INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. COORDINATION REQUIRED FOR FINAL TIE-INS. PERMANENT VDOT / o _ - - c UTILITYEASEMENT STRUCTURE EX 500 TO BE INSTALLED WITH IVY ROAD SIDEWALK PROJECT. PIPE 501A REPRESENTS TEMP. EASEMENT FOR CONSTRUCTION 1 / \ / \ \ \ SqN FUTURE CONNECTION TO EX 500, NOT TO BE OF CURB AND SLOPESAND ENTRANCE `I S�3 \`\�`2 8 \ \ pqV / INSTALLED WITH BEAVER CREEK MOB PROJECT. SEE DB 5144 PG 303 ' - - 1 rj57 1 Ialb ��� S �\ 3* TMP06000-0�9Q-03800 - 2246-2248IVYRO LLC / / \ \ TIE te r° _DB 1805 PG 670 /' � � � ` h S)7 � PPF1 0 _ _ ADA / 9.42 ACRES FROM RECOR Sicr9.\Plf Q 4 _ ! I 2246 IVY ROAD % o 001 ss / I I SE DB 5 34 PG 7 p _ _ ., 700 S �rn TMP 06000-00-00-03700 I rq W �I I / / _ _ _ ` \ ` _ ` ` \ \ \ �\ 3� / \ \ 701 JOSEPH W. & MARY JANE TEAGUE 2 Q 11 I/ / . p /\ \ / s'2\ 702 701 \ DB775PG 154 �S O I 8"HDPERD2 7�_ �S) / / ZONE: HIGHWAY COMMERCIAL I GARAGE FFE: 572.0' 50 / / \ I WITH It 4EQIII 3 \ USE.' COMMERCIAL (FUNERAL HOME) N 11 8" HDPE RD 1 BUILDING FFE: 583.0' _ _ _ 11 I TH CLEANOUT f L T{ ENCH IN / / �3• _ / I \\ II \ I WITH QLEANOI T 1 7 J \ h Ss //4 \ / / 575 / TEMP. A ,(1SEMENTFOR / s / \ / \ ENTRANCE © ` \ SEE DB 5134 PG766 I 301 l 7 5Ia 302 / / 36" ACCESS RISER ' ' - - - - - _ - - - _ POLE o 1 WITH VDOT MH-1 TOP - - - PP 402 % 1 - 12" 581 STONE 01 / / WALL I � � � / j TMP 06000-00-00-03900 R /F s8z� WEST END SHOPS -EAST LLC POLE BE MARK // - - - - DB 1805 PG 664 PP \ / 582 ZONE: HIGHWAYCOMMERCIAL I ` 1 600 LF OF 36" 6" ACJA�SS RISER USE.' COMMERCIAL (NEIGHBORHOOD WITH/yDOT MH-1 TOP , SHOPPING CENTER I UNDERGROUND ) CMP STORAGE j/ 1I I .,�-583_-- -- ' zoz I ,0 o / . RD 201 � � tU 1 rn HC SIG \ ,n TMP 06000-00-00-03600 W h I N 300 TWIN SYCAMORES LANE LLC 41 = I I 5Q DB 3995 PG 533 1 I / K SIG ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) ' / I 02 36" ACCES G RISER / „Q / I I R0 1 WITH'VDOT OJ MH-1 TOP p WEIR PLATE / / I 1 / 101 / / 36" ACCESS RISER I / j WITH VDOT MH-1 TOP , I \ / / SORB \ 100 1 - I - - IPF BENT 4 1 5 J - - - - BENCHMARK SD lNL 102 lPF �J 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 PG DB 4709 PG 224 I DE ZONE: R 15 RESIDENTIAL ZONE: R1 RESIDENTIAL USE. RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I ROD /F BENCHMARK - - OKiP STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-3B 14It Throat 100 577.00 3.1 V 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 EXIST. GRADE �I i 6 � 0 PROP. GRADE DRAIN PARKING GARAGE (FFE = 572.00') 9+50 10+00 11+00 PARKING GARAGE ENTRANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1'1 SCALE VI 0 20' 40' L�I'x r,) CRAIG W. J. KOTARSKI a Lie. No. 0402048507 II/0/20 fw M E O � o N UI N C > E w ° E Q LL 3 ow o w 0 m L L M Q J U w Z w J -vi O rn cc:,) a 0� Z H ? U 30�¢ w Lnx =N z xU >O_ F �N 00 N � M � 00 CC 0 x c� 0 0 w w w a z 0 cn DATE 1111812020 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' • • • V H� Lu W U z H� Q L maw O (D Q Q > Q Uzo QO LLJ Q /� � V W m 7 J L Q 0 Lu cl. u I..L \W/ Lu W JOB No. 43567 SHEET NO. C5.0 L 102: DI-1 STA 10+63.62cc ^ ^ TOP 576.75 2 N m INV IN 574.00 (103) r- V ro INV OUT 574.00 (101) 00 n 302: DI-1 In N o n n N n 100:MH-1 Noa- ° STA10+03.28 �o �o^F STA 10+76.24 E5 o � Z) TOP 579.84 � � LO O � LO 0 TOP 577.00 0- O INV OUT 574.66 301 ( ) i i Q o 4 0 INV IN 573.89 (101) N�0z vc~i��z mv�i�z SAS SRS SRS .riR5 SAS SRS 590 S90 585 EX I ST. GRADE PROP. 580 GRADE 580 \ \ 36" 575 CMP 1.7' 575 EXIST. 103 12" RCP 61.21' OF 12" HDPE @ 0.82% 570 570 12.62' OF 12" HDPE @ 0.87% 565 565 560 560 9+50 10+00 11+00 UG DETENTION - STR 100 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 E LIP AND FIE PROP. GRADE 580 580 EXIST. GRADE .7' ii�j 36„ 575 CMP575 XISTING GAS 201 IO E. LOCATN 82.06' OF 3EPTH TO BE 12" HDPE LD VERIFIED. @ 0.49% 570 570 565 565 560 560 EXIST. GRADE PROP. / GRADE 580 i 580 I MIN. 36' 575 C P 575 301 30.98' OF 12" HDPE 570 @ 0.50% 570 565 565 560 560 585 585 EXIST. f PRADE / ROP. GRADE. 580 580 3' MIN 36" 575 CMP 575 401 5.93' OF 12" HDPE 570 @ 5.00% 570 565 565 585 EXIST. GRADE PROP. GRADE 580 580 1.5' 36„ 575 CMP 575 601 62.07' OF 12" HDPE @ 0.50% 570 570 565 565 560 560 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 STR 202 - UG DETENTION STR 302 - UG DETENTION STR 402 - UG DETENTION HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 APPROX. LOCATION OF EX. GAS MAIN. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION 590 590 6" CLASS 52 DIP WATERLI E 585 585 PROPOSED GRNDE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 580 580 EX. GA MAIN EXISTING G DE 575 3'S 575 570 570 565 565 J m � U W W w z z 560 Q W w 560 _ J J > LL > >� W m W m W m H H (a7 (D X 555 v v m Co. to io Do 555 9+50 10+00 11+00 12+00 12+50 WATERLINE 'A' - SERVICE 595 595 590 590 PROPOSE' GRADE. 585 585 S 52 6" CLA DIP WATERLINE (STING 580 GRADE 580 3.5' M N. 575 575 570 570 z O H W z 565 z 565 w w 2 a U 560 0 560 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE 590 590 585 585 PROPOS D GRADE EXISTING BACKFL W GRADE PREVENTER 580 580 EX. G AS MAIN 6" C LASS 52 DIP WATERLINE WATERLINE 'Dp 575 575 5' IN. 1' MIN. 570 570 565 565 z_ � Q J 5 m W z J rr 560 w W 560 Of o > ui a ~ m O X w o 555 rn io 555 702: MH-1 STA 11+13.21 m M TOP 567.62 o n Q m o INV IN 564.16 (703) S V V INV OUT 564.06 (701) ca r, rn N m N v 700: ES-1 for 15 ii 4)i U 0 o N 1r 6 7 mu') = � o � coO STA 11+38.72 c�i H o�U �o� ) TOP 565.37 co "'n 0 00 � 0z z z O INV IN 563.93 (70 0�0> InUFz 0�0>>>> LOU) ZZz 580 580 575 575 EXIST. GRADE \ PROP. 703 GRADE 70.32' OF 15" HDPE 570 @ 0.50% 570 3' MIN. 701 25.52' OF 15" RCP 501 B ' @ 0.50% 565 40.45' OF 565 12" HDPE @ 2.00% T MIN. 1' MIN. 1' IN. APPROX. LOCATION OF 8" SANITARY 560 SEWER LINE. 560 APPROX. LOCATI CONTRACTOR TO 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 WIl COORDINATE WITH COUNTY ON COUNTY ON LOCATION/DEPTF LOCATION/DEPTH. 10+00 11+00 11+50 9+50 STR 602 - UG DETENTION 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 ;on 10+00 11+00 STR 502 - STR 700 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ;on EX. GAS 585 585 PROPO ED G DE W TER METER VA LT EXISTING GRADE 580 580 2" TY E K COPPER INE 575 T 575 MIN. 1' MIN. 570 570 565 565 z_ J m � a 560 w _ 560 0 f_w IL O Q It o o > w ~w m m a w W U XQ 555 o rn o rn v m 3 555 9+50 10+00 11+00 11+50 WATERLINE 'D' - DOMESTIC SERVICE INV IN 567.54 (BLDG-2) INV OUT 567.44 (2-1) 585 EX 500: DI-3B 14 ft 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) 5Rn 5Rn ON E i IVY i H 575 575 EXIST. GRADE PROP. GRADE 570 570 4.4' 565 ' 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 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 2%� 1 INV IN 573.40 (EX.3-1) INV IN 567.25 (2-1) INV OUT 566.66 (1-EX.1) 585 PROPOSED EXISTING BUILDING GRADE PROPOSED GRADE 580 �I 580 W LOWER STRUCTURE TOP OF EX. MANHOLE 575 TO 577.75 575 PROPOSED If GARAGE 570 570 u 565 565 BLDG-2 13.41' OF 6" PVC @ 1.00% 560 2-1 560 19.00' OF 6" PVC @ 1.00% 555 555 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN 0 50 PROFILE SCALE .LI'xH 1) CRAIG W. J. KOTARSKI a Lie. No. 0402048507 II/0/20 2A M E 0 � o N UI N C Qo > E w ° E w w 3 Q a I-, 3 oLL o w 0 m Q� W L M d J U W J -u m aFAo U W U1 � 30 )x J In LL 0Q v _ N = U > F Q . c o O1 N � M a� o w t7 w Q 0 DATE 1111812020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 30' V z H4 J H� M� W W U w LL J_ LL Oz� Q> LLJ U2 O D Q U W w Q J �N/ ' Q L.1_. 0 W w Lu cl. U W LLu 0 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 [no JOB NO. 43567 SHEET NO. C7.0 �S PERMANENT VDOT j \ I \ Sq Nam_ \ \ \ G G \ \ \ \ \ sqN� �,RogD UTILITYEASEMENT + \ EASEMENT TO REMAIN + + \ SgN h F?SO + I \ \ + + +1 \ MHS sqN TEMP. EASEMENT FOR CONSTRUCTION TOP=568.87 I + + + + t \ ` \ R \ \ \ p INV.4 "IN=565.62 (W) OF CURB AND SLOPES AND ENTRANCE SEE DB 5144 PG 303 I * + + + +lµ + INV.4 "IN=562.70 (W) EASEMENT TO EXPIRE UPON COUNTY + + + ' I / ��� 8, \ SAN POLE INV.3'lN=564.45 (SW) COMLETION OF IVY ROAD SIDEWALK + + + �� pia \ 1 INV.6"IN=566.02 (S) + + + I \ IMPROVEMENTS CONSTRUCTION �NV.OUT87N=562.65 (E) + ff � � �� \ TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (FUNERAL HOME) 20' ACSA WATERLINE EASEMENT POLE'� — PP POLE PP TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE. COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) — _ OORB — IPF BENT �+ BENCHMARK / IPF BENCHMARK TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: R1 RESIDENTIAL USE RESIDENTIAL (MULTIFAMILY) + + +I +. /�,` s \ PERMANENT DRAINAGE EASEMENT + + + I / PO �N FOR MAINTENANCE OF DRAINAGE \ ��,/ ��,PPF50C \sqN �PIPEANDSTRUCTU MHS l + + + / TMP 06000-00-OQ-03800 j \ \ \ TOP=566.26 �* + + + I 1 2246-2248 /VYROAI7� LLC / , ` P SANS INV.87N=559.81(W) =tom + + DB 1805 PG 670 \ \ l ePF1 �N�B pV INV 87N=560.30(S) +ate + + 1 I 42 ACRES FROM RECORDER PI,A`f l / , , ` INV.OUT=559.96(E) 22461VY ROAD � �l Q Q Q 4 PERMANENT DOMINION ENERGY EASEMENT SEE DB 5134 PG 786 Q _ 20'ROAD RW / 7O EASEMENT TO REMAIN Q Q / DP HEREBY I I�/ ABANDONED j \ + +, + + +++++ I _ + fi + + + + + + + + +�+ + + + + + + +i' + + + + + + + + 1+ + + '• 24' dg5;3 WATER EMENT PG 212 ;Ile STORMWATER FACILITY EASEMENT DB 5359 PG 212 J 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) 10' i 1 0 7 Om / / S 20' SANITARY / SEWER EASEMENT / DB 488 PG 624 MHS TOP=580.64 INV 4 "IN= 578.24 INV IN 2-2'PVC=57779 1NV.87NPVC= 575.84 INV.OUT=575.76 I' LEGEND: ACCESS EASEMENT STORMWATER FACILITY EASEMENT STORMWATER ACCESS EASEMENT + I ACSA WATERLINE EASEMENT t } \\\\\\ PERMANENT DRAINAGE EASEMENT \\ L PERMANEN\ \ PRIVATE DRAINAGE \ VARIABLE WIDTH EASEMENT j SHARED ACCESS EASEMENT 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 WV.OUT8"IN PVC=566.66 12" STONE WALL PORTION OF EXISTING SANITARY SEWER PIPE TO BE REPLACED IN PLACE BY ACSA. CONTRACTOR TO COORDINATE WITH ACSA. 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) J ROL, — O — BENCHMARK p — — — SCALE 1 "=20' 0 20' 40' U CRAIG W. J. KO'CARSKI Lic. No. 0402048507 LIP- II/IE5 20 ,< ME 0 � o N UI N C > E Q LL :r 3 oW o w0 W L d J U WM M d � O U W ?jo'x 0 Q v ti U N x U > F om cO1 N T M co w Q 0 DATE 1111812020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' 0 M� W W U H� OQ (7 Q J \�_ � / a- u zz o w Q U WQLL Q CO w J a W uW LL U W MW W JOB NO. 43567 SHEET NO. C8.0 t? 3 C a O . X 20 Iu N d0 am 6 Aw E o a C m a0 0 XB 3 ti z„ 02 � a �0 o n dm 7 y h X C d �0 m e Ra E `o 'm o a � �a 10 a 0 o � N o N a = C m a o W p n o da N N N 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 �ALTH OF U W. C III W0.14 11/18/20 U Sq" \If M Q \ ' c \ a ~V wLL \, ~ \G - � � Sq" \ ZQ w Om J U W Z fv (8)NYSSYL --- 1 _ r �i / �'O�x u (4) CER FOR - h p \ � \ S (3)GIN PRI q"�\ c�cZi O x n 00 I I � \ \ ,_ 1 \ ' \sq"� (4)CORFLO O �l -Q' lI/ - i�VA V • A � /� A A� > W U p z 0 } - 1 l A / y� I - II - - / �O > DATE INTERIOR PARKING LOT LANDSCAPE AREA 1 0 \ \///7 \ / 0 1111812020 PROPOSED BUILDING W�ki SCALE: 1" = 40' I- UNDERGROUND PARKING ` _ _ , ` - / - �� ��/ `� PRIVATE } DRAC BY \ _ I _ • M. RACHNER VARIABLE WIDTH PARKING LOT LANDSCAPING 2,109 SF ' I _ 1 v' \ \- - I 1 - ` � .\�` \ / / \ / � / SHARED ACCESS DESIGNED BY • q / \ / S /SP \ EASEMENT (4) BET HER / S� �� / DB 5359 PG 212 •• M. RACHNER (9) ACE BON - - - - - � 7� s� // CHECKED BY I ,57� / � ` � � � F. HANCOCK 20' ACSA/ T � 6 SCALE WATERLINE r I / � �� � � � � s ��6% � 1 � 1" = 20' EASEMENT ��, - � / • 1 (2) CER FOR-- 'I - - - -- • ; -587 • D 1 I 582uj (12) ILE WIN / / V (14) ILE GLA / • 1 iLL 00 1 m Lo _ � j' a z - O o / '� Q ld�I (1) COR FLO Vie? / Ir o J J / i - - - _ / (10) QUE PHE � ~ •(<� w -584 V 5 Q / \ • 0 �U/� / • \ W �./ ) • / • / S / CL Q Z 4 � I --------- i � Q D j / b / PRIVATE VARIABLE WIDTH SHARED ACCESS h EASEMENT uj - J DB 5359 PG 212 ,I„ I„ I / � L.L 1 5 / • REE L lNE ® O® w W M M of 1 1 1 Cl z Z JOB NO. SCALE 1 "=20� 43567 0 20' 40' SHEET NO. L1.0 L