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SDP202000021 Plan - Submittal (First) Final Site Plan and Comps. 2020-03-10
CONSTRUCTION NOTES: 1. THEDRAWINGS ANDSPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR HIS REPRESENTATIVE. 2. NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUFILMITY 24 HOURS BEFORE EVERY PHASE OF CONSTRUCTION. 3. ALL WORK SHALL COMPLY WITH ALLAPPLICABLE LOCAL STATE, AND FEDERALCODES.ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, UNLESS ALREADY OBTAINED BY THE OWNER 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND ALL OTHER UTILITIES. 5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALLBE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 6. DE VIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE ENGINEER AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE. 7. ALL MATERIA MUS BE NEW UNLESS USED OR SALVAGED MATE RIAU ARE AUTHORIZED BY THE OWNER B. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9, ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANUKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES, 10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH 05HA GUIDELINES. 11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED. 12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO VISIBLE BENDS AT THE JOINTS, 13, BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOP POCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK 14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS. 15. ALL ANGLES SHOWN ARE SO DEGREES UNLESS SHOWN OTHERWISE. 1G. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND EXISTING ELEVATIONS PRIOR TO CONSTRUCTION, 17. CONCRETE CURBS SNALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS. MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 18, ALL CONCRETE SHALL NAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 2B DAYS, WITH A MAXIMUM SLUMP OF FOUR 14) INCHES, UNLESS SPECIFIED OTHERWISE. 19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH. 20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME NLATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T. STANDARD SPECIFICATIONS. 21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANHARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTUTIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH ANY WORK IF DISCREPANCIES FOUND. 22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED, PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPEOFIED IN SECTION 3.9 OF THE CITYS TECHNICAL STANDARD SPECIFICATIONS, THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF 'MEGA -LUGS' OR'MJR' DEVICES. 23. All DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. WATERSHED NOTE: THE PROPERTY IS LOCATED IN THE IN THE SOUTH FORK RIVANNA WATERSHED WHICH IS NOT A WATER SUPPLY WATERSHED, HOWEVER THIS INFORMATION MUST BE NOTED ON THE PLAN. SIGNATURE PANEL: DATE: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY 5ENVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION FARING AND GRUBBING CLEARING AND GRUBBING SHALL CONSIST OF CLEARING TF GROUND OF THE DESIGNATEO AREAS CF ALL TREES, LOGS UN DERGROWM,HEAVYGRO OFGRASS,WEEM,FENC AND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS S GRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCH MATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION IN EMEANKMENTAREAS AND IN EXCAVATION AREAS LESS TITAN T WO9) FEET IN DEPTH, SHALL HAVE SIDES BROKEN OOVJR AND LEVELED IF NECESSARY TO FLATTE OUT SLOPES, REFILLED W TH ACCEPTABLE MATERIAL THAT IS PROPERLY DOMPACTED IN LAYERS BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT. • BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION. • TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BYA FENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BE REMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROM SPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THE OPINION OF THE ENGINEER, A CONTRACTOR DAAUGES A TREE NOT TO BE REMOVED THE CONTRACTORWILLBEFINEDAPREDETERMINEDAMWNTFIX EACHDAMAGED TREE, TIE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED IN REMOVING THE DAMAGED TREE FROM THE SITE. FILL: • ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL, ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIAL WITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BE OTHERWSE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASE SHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPED GROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICH FILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNER THAT THE FILL TO BE PLACED SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (APGHT0 MIS ASTM Db98). MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. PROOF ROLLTHE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARE TO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENT SHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLES SHOULD BE MADE ACROSS THE SITE IN ONE DIRECTION AND THEN PERPENOICULAR TO THE ORIGINAL DIRECTION OF ROLLING. • ANY YIELDING, PUMPING OR SOFTAREAS SHOULD BE CUT OUTAND REPLACED WITH PILL COMPACTED AS DESCRIBED HEREIN. THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE • WFW ASTM D-2481 AS GM, GC, SW, SM, SC. ML AND CL. SOIL CLASSIFIEDAS PT, OH, O. CH AND MH ARE NOT SATISFACTORY AS COMPACTED FILL. • FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT TIE "CITATIONS AND TO THEUNESANDGRADESINDICATED ONCONSTRUCTONPLANS. THESLOPESHALL NOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORZONTAL TO I FOOT VERTICAL IN THE PUBUC RIGHT OF WAY). THE COMPLETED FILL SHALL CORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THE CONSTRUCTION PLANS. MATERIAL REMOVED FROM TIE EXCAVATION SHALL BE USED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROM ROOTS, OTHER ORGANIC MATERIAL, TRASH AND STONES HAVING MAXIMUM DIMENSIONS GREATER THAN 61NCHES (41 NCHES IN TRENCHES FOR UTILITIES). NO FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM DIMENSION OF 41NCHE5 WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILL OR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PIACEO IN CCESSIVE HORIZONTAL LAYERS NOT MORE TUN 81NCHES THICK, UNLESS OTHERWISE NOTED, IN LCKXSE DEPTH FOR THE W DTH OF THE CROSSSECTON AND SHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORY DRYDENSITY ACCORDING TOSTANDARDPROCTOR(ASTM Cd .AASHTO T-99). MOISTURE SHALL BE WTHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE TOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUBfJLADE SHALL BE COMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). EACH LIFT SHALL BE ROLLED WW A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER, OR A LOADED RUBBER TIRED DUMP TRUCK. SCRAPER OR LOADER. IF THE SOIL IS TOO DRY, A WATER TRUCK WTH SPREADER BAR M SPRAY HOSE SHALL SE USED TO BRING THE SOIL TO TIE PROPER MOISTURE RANGE. THE WATER SHALL BE WORD GHLY AND PROPERLY MIXED WW THE SOIL PRIOR TO COMPACTION. • STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TO SAFE UP THE PIPE. A CUSHION OF SOIL SIULL BE TAMPED ABOVE THE CROVM OF THE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE USED TO BRING THE SOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS. • IF SOILS INVESTIGATION REFORT IS PROVIDED. THEN FOLLOW THE RECOBL ENDATONS OF THE REPORT IF THEY EXCEED THE RFc 111DAY—nr • UNLESS OTHERVISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONS THAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED IN CONVENIENT STOCKPILES FOR DATER USE AS A TOPSOIL BLANKET ON THE NEW GRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATE.. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OF MATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THE QUANTITY REQUIRED SHALL BE STOCKPILED. MATERIAL STOCKPILED SHALL BE STORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE. WHEN GRADING OPERATIONS PERMIT, INSTEAD OF STOCKPIUNG, THE TOPSOIL SHALL BE MAULED AND SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL. ROCK EXCAVATION: • IF ROCK 15 ENCOUNTERED, CLFM AWAY EARTH TO EXPOSE MATERIAL. NOTIFY OWNERAN RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVE ROCK TO A DEPTH OF 61NCHES BELOW AND 81NCHES ON EACH SIDE OF PIPES IN TRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE. ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WTH AGREEMENT WITH THE CANNER. SITE DEVELOPMENT PLANS FOR W4 DEVELOPMENT CAR WASH CLIENT W4 DEVELOPMENT PROJECT LOCATION 2100 RIO HILL CENTER CHARLOTTESVILLE, ALBEMARLE COUNTY VIRGINIA 22901 TAX PARCEL ID # 04500-00-00-093CO APPLICATION REFERENCE # SDP20190052 VSMP PLAN # WP0201900067 RIO MAGISTERIAL DISTRICT JANUARY 30, 2020 LOCATION MAP SCALE: N.T.S. PROJECT NOTES: DEVELOPER: ENGINEER: WAD evel,pm Carter Engine ring Caezuhamz, Inc. 25W Daniell'z Bridge Road 3651 Mars Hill Raad -SHL, 200D Building 200, Sutte 3A WaW-1 ille, GA 30677 Athens, Georgia 30606 Conran: Jeff Carter, P.E. COALan: Greg DeBacker jeHL6Learterengineering.net Tel. (706) 5" 1151 T.I. 770,735-1200 SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 EXISTING CONDITIONS & DEMO PLAN 3 SITE PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 PHASE 1 EROSION CONTROL PLAN 6.1 PHASE 2 EROSION CONTROL PLAN 7 EROSION CONTROL DETAILS 8 STORMWATER CALCULATIONS AND PROFILES 9 STANDARD DETAILS 10 ADA ACCESS PLAN 11 ADA DETAILS 12 LANDSCAPE PLAN 13 LANDSCAPE DETAILS 14 OUTDOOR LIGHTING PLAN REVISION BLOCK REV. NO. DATE DESCRIPTION 1 07/05/19 ARCHITECTURAL REVIEW BOARD SUBMITTAL 2 08/21/19 SITE DEVELOPMENT PLAN REVIEW 3 11/11/19 VSMP/WPO COMMENTS 4 12/16/19 ADDRESS COMMENTS 5 01/21/20 V5MP ADDRESS COMMENTS 6 01/30/20 ARCHITECTURAL ADDRESS COMMENTS Carter Engineering Consultants, Inc. 3651 Mars Hill Road Suite 2000 Watkinsville, GA 30677 P:770-725-1200 F:770-725-1204 www.carterengineering.net �PLTH OF £ cZ AMESJ/y TFR" D �IONAL EN DATE :1.30.20 24-HOUR CONTACT: Greg DeBacker (706) 548-1151 Project Tract = 1.05 acres Disturbed area = 0.99 acres Total Impervious Area = 0.66 acres Project Site Location: Lat 38.087836' Long-78.471183' TO THE START 11PON N50E Lo[ATON AITIXTDS C.ONT w T-ULM "I, THE -TY 2. THE CO TOR SHAUL FURNISH All MATERIALS, LABOR. —15 ON AND EQIIPMEIT OR THE ORDER" DDY'L_ AN 1. IDY SHOWN ON THE DRAWINGS AND DESCRIBED 'EdDHOVAL 01ECONCRETE GTR. AND ND11-1 AS N AROUND .1 1EATURES, GIVE Tsoaeiw�vEnTMPt DFAu SEMCUNarLcnrnuuNuoEOGwTHEWDE1. S. PROADEDUATEPaDTEcnory wavRsorvs AxD vaovRTYAT Au nmEs ERwuTE THE TO sDE SWTER-ENsuLi NOT BE NCU11d ar DEBRIS AND EOICi PMonw NGs smEEts nND DE�µOWE 111PaaESS. owrvrAmNrBISENCODNEREDDURING TIE 1. DEBRIS. THE U—N 01THE APPROVED- MUST BE INCLUDED 11 THESWFPP BDOR. SURFACE REM BACK FROM THE RAVEioED EDGE PmaR TO -ORATION.RAVELINGW GOVERNING ISPOSALOIWASTEAND PLACEDANDRESTORLDINEQUALOR EOUIPMENI,ToolTHAITHEIRIGINAL'CON1REACroaSNAUL RCViDEA-LLCFSStvRYEUBOR.MATERIALS, D. ACANOWLEDGE AND COMPLY WITH ALLECIRS11MENTS PRIOR TOCONMENIND RMATION OL� NBm5HAUeaor TOTHEATTGN NEERRRro&w MIT All Oea.1SAID nKTHE TELEPHOH AND ATERR & SEWEn SNau BE'RESER D&PRIECTFD. 1 / II SCT RIO HILL LC, CIO ROSENTHAL PROPERTIES /® TM# 04500-00-0O-099A0 / 111 1 ZONING: PDSG PRESENT USE: UNDEVELOPED 1 I I I 1 1 1 {46-------------- c / I I _ 95 ----_----__- '-, WV I r''// �'�'� ___-494__--_ op��_/�_ u�II II___}T_--I-%nT_________GRAT I TOP-48B.,- ----- -- -fFl o- �tt TOP-/468.>' - _______ - ` `` /E/j��'"rFT-T--- PK \NAILS D FI I- \ 1 j ll II�L I IEX BRIQKs�IG I,�Ea�lri. .ART-r I- � y \ `, \ •, \ , r I 1 I 1 I , t _ \` \\ \\``\\`` `\ \ `\ \I 11 11 I 11 III T ✓I I i j(ii2`x z4' DY. \ \ y ` \ 1 I 1 1 I 1 I 1 1-:-•�� ..1.. / I 1Y�� t ]/ "it XI v I ff sTlny;["Esra' yryrl .r,. I/ \ \ \ 11 1 I 1 II 1 11 � 11 � I IL •' -- `, 1 .- [ Y I � I 1\ � //I /1/ �,� 'i..d/� !':'; `I 1 1 1 1 1 1 1 1 1 I 1 4 �\.I.. - Ill r I I\ 4 �•, /i1 1 // h - �i%,, 9%%�'�;'%..,: y _, /,,!: // 'w 1 w 1 s SwP m 1 P 1 fill PIN6 \ k'r :i� n\I _ L �1' 1 I '"� ,Y. 'l L\ SCT RIO ELL, LLC, I I I 1 I 1 1 1 1 1 1 1 /iF✓ D\ : C/O ROSENTHAL PROPERTIES 1 1 1 I 1 1 111 i 1 1 \I fI� I � `Ic-'� j \IPSi n =-( �X 18� ARKS; TN 04500-00-00-094A01 11 1 1 I I I 1 I 1 I_ \! / r ��.I DB 4134, PG 199 11 I 11 I 1 1 I 1�1 II 11 ZONING: PD-SC 1 1 1 1 1 I 1 1 I `I ��I . / x I I \�` ✓ _\ ...tip (( i 1 11 11 �� l I T I -1 1 <- f :' J-i PRESENT USE: UNDEVELOPEDIL TI / ' 1 1 / G B06'15' L 190.14' 990' C. .0 11 I I I I I 1/ 1^I 1 I it 1 1 I: h`\I I ��X Ex C.B. a 559'2442•E I I I I r lj r I I , I // \I _ I 1 \ `\I EXISTING STRUCTURE TO BE DEMOLISHED AND III REMOVED. DISPOSE OF IN APPROVED LANDFILL EMOVE LIGHTLINES NECESOLE TO BEREMOVED.I I I l i l l l l l I - - I\ % �J REMOVE LINES ASNFCESSAflY (TYPICAL) % 1 1 / ; % I i I i II II -- _ 29.4' � I -�\yI 'PINE Q � ��� / f`)P11O..04500 000-09,3E.' `\ _-p _ / �ti.- •l1 / O EX -"S EX BRICk 9.0' \ O 9UILOINCW BLOCK I P ff I Fy��.. EX INV. OUT WITH RAREO ENO SECTION-470.4' V. / / / / ' / // / / • I/' _ ]' /� ^!� \ 1 / _ I� L„ / I ' / i ' i i / X 18y H _y-1 \I ]� _ Tla" j,9� I J1 \� ,✓. � L- 1000 FF =9FO". \✓�\. O EXISTING 1' WATER METER L dxwoOD 1 ---------------------------- 6" OP 7g62LEr ---- 011__— H5'N1 IN -EaH1`' `'� \ '--C'S - - -1 / nv OUT -4BI.3 is TOP .4861 Inv. In .as.r afis __ 4�St-1s�Rc ____ __ _W ___,__ _ EX Jeaz _-�------------------ - ----' i ---__---52' 19' 26'W----- ] �_. E% MANHOLE NOT -- __ EXISTING SIGN AND LANDSCAPE. DEMOLISH AND J REMOVE IDISPOSE OF IN AN APPROVED LANDFILL) _________ EX DROP INLET EXISTING LANDSCAPE TO BE REMOVED DYPICALJ EX GRATED _DROP INLET a TOP TOP=484.3' I INV. OUT (15- RCP)=481.4- INV. IN=475.8' I I INV. OUT=475.7' U.S. ROUTE 29 (SBL) I SEMINOLE TRAIL (VARIABLE WIDTH) LOCATION MAP SCALE: N.T.S. DEVELOPER: 25 Development 25110l,ig 20's LID, 3 Road Building A3Suite 3A Contact. Greg De Backer Phone (706) 5481151 ENGINEER. Carter Engn—DI, Consultants, nc 3651 Mars Hill II Su to 2000 Watk nswlle, GA 3%77 Contact left Carter, PE TO. (720) TZs 1200 left@.ftNNng—H,, . Et Property LI.C.D 21W RIO Hill Center, Chadot-ViIIe, Albemarle County, Virginia 22901 rtel N., 093C0 Conditi.nal APP..- ZMA 198]- 0000]aDO SOP 1988--I Zoning POSC(PlII—d Development 5hoppmg Center) (NOW: THIS S P_Al S subject i. the fo E_8 oVDd.y d stncts Auptj Impact Area, Entrance Corr d.r, and Managed Steep Slopes ) Setbacks Front: 34feet Rear 20.r t Sid,.15feet Proposed use Carwashwth associated tilitim and parking Proposed Bu Id ng Height 2D Feet MBX mom BUildimg He ght 65 Feet .i,t.,btd CARTER DEBaerea D zturbed Area 0.99 acres ENGINEERING Boundary and top.graphical lnformat.n ^Etanetl from Feld run survey by Hurt CONSULTANTS & Proffitt dated APO 30, 2019 Phone (43a) 84] ]]96 Gilc+Engincxmng Gmsullants, Inc. Contournte I is 1 Feet(HAND 88) FEMkFiodinsu.an.Rate Map No51003CO278D,d,t,d Feb.aq O2,2006 365t Man WURoad,Sune 2000 Watkinsvdle,GA306T/ 'ndicates that INS property is located in Zone% The u,d,,gmund utlit.S shown Hereon have been located from Feld PTIO R51200 nfl—t.n antl Asti, d.awngsD,,,,eyornO. eng nee. warrants that the F1]D]2511. underground utltes shown COmpi II SUCH ittim,n thearea, ethern S... or NNlId.Pdd. The survey. g rantsthat the underground .[lines showna.e in the eaact 1—ti.n 1 dl t tl The Survey..... engneerhas ,hSI.Ily located all the.nd...... duchies t,Ne.esp-Siblfiy Of the 111- ., to field locate III W it, promo Z commencing work and not fy eng nee. If a IIII—p-ty s f—d TheconlV-, shall — the invertdIRVBt Ons M all ex stag storm and sanitary J 2 sewe^s o ures prior to commencement of storm and sanitary sewer UNDERGROUND UTILITIES OSC— Info.mation.eE.,Rl,gthdDIFINd presence, 9le, character antllooU.. aex sung underground ut RI,, and sHAD.P, related to underground uIgt ess s YD w w he.On There X no ce.tanty Of the. —Cy OF the nformatlon and it shall be 7 N L sdered In thatlgh[by those us ng lhsdraw ng The lxallOn antl arrangement Of undelground ublti—nd str 1-RA.elated to underground utf— lh.A. hereon may be .accurate and m, w /1 ubkand,NUC W,DS related I..ndeB—I,d utlIles nots11.wnmay beencount NEE The owner, hs employees, H, consultants antlhac.ntrattors shall hereby dst—dy understand th., Ih...... , is not C LL O G L O D, esp.nsible for the correctness or soffit 11C, Of HIS in —I — regard'ng the .ndergro.nd.tuT.,..d shuctu.AS,I,tLd D. underground utirtles shown hereon Z 0 LJ O >U J W z LU 0 J d s Q O z 0 0 W ry L g PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: EXISTING CONDITIONS & 8�Knowwhat'sbelow DEMO PLAN Call before you dig SHEETNUM BER: dial 811 2 20' 10' 0 211 40' 60' PROJECT NUMBER: 19016W4D GRAPHIC SCALE DATE: 01/30/20 TRUE NORTH SCALE 1" = 20' 1 SITE PLAN NOTES / • Visibillty of A mechanical equipment from the Entrance Corridor shall be atetl • Vmblelght transmittance(VLT)shalt not drop below 40%. Visible light MNeaance (,UH shall not exceed 3M • dng walls greater than 3 feet in heiepa ght require a srate bu Itl ng perm 1 War llsen-Gll4(INH n heght require a stamped engineering desgn Walls / requ H, inspect ons as outlined In the USBG I • Atd-i ble parking spaces and access slex shall not have a surface slope greater than 148 Acrezid.l shall be At the same levelas the parkng space I / they serve • ALL water lines, sewer lines, and Ere lines form the ma n to the structure I / MUST have a casual InsPId on Performed by the bu Itl ng department. I • All roofdrains ihalldscharge in a manner not to cause.pub)"c--d and not over sidewalks • BU ld ng., sirucures built beforelanuary 1, 1985 must have anasbeztos / SCT RIO HILL, LLC, surrey petf.,med In order t, apply for a perm t Azbesms removal perm is ar. /®/ C/O ROSENTHAL PROPERTIES required f poi Iwe Po, Id1h C.ntan VDOU for adtl t anal requirements and perm is for demolition plan TM US4134.PG 1994A0 • Akhan bonsrequred for the p,olett structure and ran be roordnoted with OBNING PGSC the Ioca1 Ere marshals offce I ZONING: PO -SC / r PRESENT USE: UNDEVELOPED LOT I I ( r I � I 1 ( I wv L r GRATED DROP INLET RIO HILL CENTER I f I TOP =4863' I INV. OUT 1 f I I 15• RCP $.p f I PK NAIL I% D ---- '-------------D R- I II T ---- I PROPOSEETAINING WALL PROPOSED RETAINING WALL J / MM HEIGHT= 3' ' I / HT=r I PROPOSE TONAL rm HE PROPOSED DUMPSTE0. �0'r \ It}- ARROWRROWS[TYP.). DUTY VAC PRODUCER ENCLOSURE WITH HEAVY I CONCRETE ' OUMPSTER CONCRETE PAD. ` r •------x2 I i I - I l - cancRETE ) A r sir _ .. I •" SCT RIO HILL, LLC, VAC -BOOM CANOPY (TYP.) I PROPOSED OIRFCTIONgL H CIO ROSENTHAL PROPERTIES ARROWS(TYP.). TM#04500-00-00-094AD hI 1 DB 4134. PG 199 I/ 19, 1 28' 19, L L • 1928' ZONING: PD-SC ryry a i ._..._ __. I PRESENT USE: UNDEVELOPED LOT - 1 VAC• -- I k / BOOM CONCRETE I I G 8'O6'14 PARKING SPACES PPVEMENT L : 140.1' -" R - 190.77' C. PROPOSED DIRECTIONAL /'SC2 - i - ---- 3'r I I C.B. 559'24'42•E = ARROW(TYP.). / I IS', I VAC -BOOM STATION(TYP.) VAC PRODUCER / PCAONCRETE I I CONCREEISLAND GATEJ , PAVEMENT - lAl2'%18'H/C CONC. CONCRETE ISLAND (TYP.) I PARKING SPACEW/5'WIDE VAC -BOOM CANOPY (TYP.) I I I C) STRIREDUNLOADING VAC PRODUCER 3} "-I� r e P) TRAFFIC LE CONE OR 3'r HYC ......I FAMPTYPE � S TRAFFIC CONE (TYPICAL) 3' _ '• / � �D1 •.III. r�y 43' Cy`}}L�� . EX INV. OUT N11H FLARED 131 EMPLOYEE PARKING�1 In END SECPON=470.4' n _ 'r0 - 15' 2i .• / i10EW LK .' �/ I LACAETEn c u,Mv rrPe 11rrP I 7 EXISTING I' WATER METER I 15'r I RAMP TYPE SIDEWALK LEVEL LANDING AREA H/CP II •I" PROPOSED S'SIDEWALX _0. It `a CET�T`E 12' PROPOSED CARWASH 31' 1ak a E% T3 RCP 4,231 S.F. E% sr4H I F.F.E. = 492.00 �' � Ex 0RW INtc' TOP-48B.5' �• I g';::} I TOP =f-48 IE - 48 .8' `• ��`` `• / INV. IN=482:3' •: '� .Out-/BI.3' 125'TUNNEL / E% DROP INLET F� ]y.•-.", TOP-486.1' INV. IN-476.0' R�•�=; •� f- E% 15• RCP _____ __ ____ __ ___ _ _______ ________-___ - - -------------------- INV. WT=�>41• ---- ___ ____________ - - - T 214.98 E% MANHOLE NOT , 524' 19' 26Y1 FOUND ;. I E% DROP IN EX GRATED DROP INLET TOP=487.1' TOP=484.3' INV. OUT (15" RCP) INV. IN INV. OUT=475.7' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) -_EX JBOX LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Development 25DO D-W's adage Road Building 200, Suite 3A Alit- GA 30606 Contact: Greg D,B.Cker Ph.-[]O6)548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill R.ad, Suite 200D -kinsvilie, GA 30577 C "".].IT Carter, P.F. Tel. 1770) 725.1200 j-ff@t---gineeringdIt Property Location' 2300RO Hill Center, Chadmtesvlk, Albermarle County, V ,8 n a 229DI Panel No: ND450oDO-00093CO Conditi--Approval ZMA 1987 D0007 adtl SDP -8-ol)0ol -i. PD SE[Planned Development Shopping Center) (Nate: This parcel is subject t.the fallowing overlay dislfi-Airport Im a Area, Entrant. Corridor, and Managed Steep Slopes.) Setbacks: Front: 30-fe.t Rear: 204e.t Side: 15-feet PI.Posetl use: Carwash with.1t.iated utilities and parking Proposed B.ildmg Height 2D Feet Maximum Building Height 65 Feet Project Tract 1.05 acres Disturbed Area G99 ayes Boundary and topographical Information obt ti-d from field run survey by Hurt . P,offtt dated April 30, 2019. Phone (434) 847-7796 Contour Inlerral is 1 Feet (NAVD 88) RE.MA. Flood Insurance Rate Map No, 51003C 0278D, dated February 02, 20D6 indicates that this plopeitV is )Dated in''- X". The underground utilities shown Hereon have been located from field inform. nand exlzting drawings. The surveyor nor engineer warrants that the underground utilities shown comprise all such utilities in the area, either in s rabandonetl The survey., nor engineer Id -I that [he underground ,,01 ties shown are I. the matt location ind'oted The surveyor nor - nee, has physically located all the underground ut t es. It 11 t.mthencing wqb, ity and f th,111-aor to field locate ail ut I't es pdor to m yeng deer fadscre Pa is fountl The rom,acto,shall -iffy the overt eleva[ons.fall..sting storm and santary sewer structures prlo, to commencement I-- and santary sewer UNDERGROUND UTILITIES DISCIA MER Information regarding the reputed presence, s N, charaa,, adtl I- on It exist ng underground utilities and svuctures related to underground utilities k shown heron. There is no certainty of [he accuracy of this Information and it shall be c ,lde,ed in d t liitht by those using this drawing. The lxation and arrangement Of underground utilities and It' -It related to untlergI-Ad utilities shown hereon may be Inaccurate and utilities and structures related t. underground utilities not shown may be encountered. The.wner, his employees, his consultants ado his c.ntrattoo shag hereby Jistinl]ly vdd--dthat the Idd,I rIs- reaponsibleformeco,r II,., mff 6-Y of Ihls infmmd- regarding the underground utilities and stuctures related to underground utilities shown hereon. PARKING DATA PatMng Required: gequlremenr: one (1) spa. Pere.ch one hundred (]O9) square feet of r r.d:.les.re./.rmehtrfiye m..t.nd(s,opD)sgp..efeee gnd.ae(1) space pe,-two hundred (200/:qu..e leeF lremnsales a.eo obove five rh.uz.ntl (5,000) square feel -pu,poses ofrhis pamgroph,'t-mil soles o .Dish,)) be deemed Id be (1) eighty (80)pemenl of the gross floor w (1) It the request of the applitonr, the.ttuol retail soles floc, s show onfl..rpl.ns subMtred by the.pplimnl ONineoOng [h. coal ,.roil roles.,,., which plans sholl be binding as to Me mA-Idd reran s.les.,e. used. Reta113aies Area = 3,]395quare Feet of Building = 2,9915quare Feel (eD%1 Requited Parking = 30 Parking Spaces Required (2,991/100) Provided Parking = 30 Par king Spaces Provided Handicap Parking = 2 Provided([ Required) (9 CARTER ENGINEERING CONSULTANTS Grh+Engi,vriing QrnsuNents, Inc. Mnm 10g Road, Suits2000 Wdfl 5vatkiissv8le, GA 306TI P: 770II5.1200 F: TI0C725A-1 www. gfiie.dng.nn N QQ (J z L� I- K r LLJ Cz � to G s✓ � o Nam- LLJ u p >� -� LU z LLJ 0 V LLJ O O LU ry N W4 DEVELOPMENT I SITE DATA CHARLOTTESVILLE, VIRGINIA � sne mrprmanod: Total Tract Area SHEETTITLE: Existing Impervious Area = 19,002 sf D.44 ac 143.6z%) Existing Landscape Area = 26,IS, if 0.61 ac (56.30%1 oral Impervious Coverage 211,11 1 ..IS.. (62A9%) SITE PLAN Structure Coverage = 3,7390 0.09 ac Vehicular Coverage = 22,7910 0.51ac Pedestrian Coverage 2,500 If 0.06 ac (05.46%) SHEET NUMBER: Proposed Land -III Area = 37,176 sf 0.39 aC (3].s]%) Total Coverage Area = 29,611 sf 0.66 ac (62.49%) 3 Know below 21' 11' D 21' 11' 60' PROJECT NUMBER: 19016W4D what's 8� Cal before you dig ® ® dial811 GRAPHIC SCALE DATE: 01/30/20 TRUE NORTH SCALE 1" = 20' I I I I I I I I I I w� I wm PK NAIL D I I I I I I I I C/O ROSENTHAL PROPERTIES I I I I TM# 04500-00-00-094AO I I I IDS 4104, PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT I Ir I I I If I / SANITARY EASEMENT DB 985/717 AND DB I I 985/722 I I �DxTMeRDR 6°x� 1 / � �m I I I l / I EX INV, OUT MTV FLARED I� I END SECTION-470.4' /. Ilb III •v �\\J/I I I ` ``� Pk S•R / I I I STO-R—ER EASEMENT ��''77 DB 955/717 AND DB 905/722L j EX SSNH I E = se4.e' ` mil``: II L — — — — — — — —/ N 75•':,�, .475.]' pC S24' 19' 26Y/ 44 1BImHDPE SLOP = PRO F1 Pa0M ED PIKN..5 SLIF. SLOP 01DPE � EX GRATED DROP INLET TOP=484.3' INV. IN=475.8' RIM VERTCAOr TO— INV. OUT=475.7' e7sn N;')-.bb PROPOSED Ft In In) �ex.ro SCT RIO HILL LLC, C/O ROSENT11 PROPERTIES TM# 04500-00-00-094AO DB 4134. PG 199 ZONING: PD-SC PRESENT USE: UNDEVELOPED LOT I / II I ! I ! GRATED DROP INLET RIO HILL CENTER I TOP=488.7' I INV. OUT=479.5' t D pg8c/717 AI2D I Z m E I II II EDm 1.1 PARRit. U.T. DBDLDIND A�E ] (7-7-JI-777, 30'9VILDIN_ETgAC= I I I j i t I u"II I __• I I �DOO—„ i I I __ I I I I I� I olI I I I I I �I I III I '----_ --- --- '' III a.7il r III .1..4R-bb ' te�m�DPc I� _ GxnT�IxIFTA- ED RIM:491.DD REFERTooErNls PROPOSED CARWASH 4,231 S.F. F.F.E. = 492.00 —^�--^ 0 RUILDIrvG SEiDaCR �—� 6 c.o. R-OPVC 51 Wit, EXISTING D�NAGE 'EMENT w�ut^G 10' ISTSDO-----1 =T�v — — -----N 1_ ------------- —EX T 214.98� FOUND MANHOLE NOT I FOUND EX DROP INLET i TOP =487.1' INV. OUT (IS" RCP)-481.4- U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) A - 8'06'15" L - 140.14' R - 99D.77' C. - 140.02' C.B. - S59'24'42E EXISTING UTILITY EASEMENT DB 985/717 AND DB 985/722 Q / ; � Ez DgaP IxLEr NOP IN486S 82. ]' I OUT �• !i n stoPE=1. LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Development 25W Dani&r Bridge Road Building 200, Suite 3A Athens, GA 3D606 Co —: Greg DeBacker Phone: D-)548-1151 ENGINEER: Carter Engineering Consultants, Inc. 3651 Mars Hill Road, Suite 2D00 W1tkin101%GA 30677 Cpnt—IeB Carter, P.E. TEL(770)725-12DD hN@ca I,—E ineering.net Property Locatlon: 21D0 Rio Hill Center, Chadottesville, Albermarle County, Virginia 22901 Parcel No.: 40g500-DD00-093C0 Conditional Approval: ZMA 1987- ODD07 antl SOP 198E-00001 Zoning: PD-SC(Planned D—I.pment Shopping Center) IN—: This parcel m I.Itect to the following overlay distri—Airport ImPla Area, Emrance Corridor, and Managed Steep Slopes.) Setbacks: Front: 30.feet Rear:20.fee[ Side: 15-1eet Proposed use: DR-1h wdh associated utilitles and parking ropozed Building Height 2D Feet Maximum Building Height 65 Fee[ rOlen Tract 1.05 acres Disturbed Area 0.99 acres Boundary and topogtaplial Information obtained from field run survey by Nurt & P—it dated April 30, 2019. Phone (A34) 847-7796 Contour interval m I Feet (NAVD 88) F.E.M.A, Flood Insurance Rate Map No. 53003C 0278D, dated February 02, 2006 inmates that this Properly is loafed in ••zone X". The underground utllitles shown hereon have been located from field information and existing drawings. The surveyor nor engineer warrants that the underground utilitles shown comprise all such utilities in the area, either in ¢nice or abandoned. The surveyor --gin— warrants that the underground utllitles shown are in the enact location Indlated. The surveyor nor engineer has physically looted all the-INI,g... Rd utilitles. It s Me HHporulbllity.f the t...... tor DI field loaf¢ all utilities prior to ommencing work and notify engineer if, discrepanry is found. The conerattor shall verify [ne Invert elevations of all existing Rorm and sanitary sewer stmRures prior to commencement of storm and sanitary sewer UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, size, character and location 01 existing undergrpund utilitles and structures..I.- to underground utilities N shown heron. There is no certainty &the acarary of this Information antl It shall be c nsideted In that light by those using tNs drawing. The load,, and arrangement of underground utilities and s[ruRDres related tp underground utilities zhpwn hereon DIMybe inaccurateone utnt,H,f. T rtrutturesrelated[o ,h,t rpuntl utilitles- shown may beencountered. The owner,hisemployees,his consultants andhisbl. f.,mrs mallhereby,i.ffitlruna thitdmat[he surveyorh not responsible forma correctness pr sufgtiency o1 [his ig,..hd ion tim, h ng Ibe pnaergtDpna DtuhieFand ettDnprea teiarea to pnaererpDna p6fifies shown IN -- R SITE PLAN NOTES Visibirly &all mechanical equipment from the Entrance Corridor shag be th—t ed. Visible light transmittance IVITI shall not drop below A.. Visible light reflectance (VLRI shall not eased —. dining walls greater than 3 feet in height require a separate Wilding Dermi[. Walls exceeding 4 feet in height require a lumped engineering design. Walls egnire mspeamns as Dptlmea in the usgE. Accessible Dorking spaces antl access Isles shall not have a sur/ace slope greater than 1:48. Atters isles sM1all be at the same level as [he parking space they serve. AIL water lines, sewer lines, and &e ghee form the mom [p the structure MUST haveavisual dhhp 1pnperformed by the buildingdepartment. • All roof Ode shall dls<haree inn manner not to caused public nuisance and nD.td" s,ewalks. • euld'ng orsttucdiD.,uilt Pb.pply I., ary1,19. A0,,, s an asbestos cperformed n Ortler . apply fora per,, Asbestos removal perm [s are etl fp—li for such ContaR VDOU for add-t onal regmrements and its for eempli1- plan. • Aeknox box is required forth¢ prolett structure and an be toartliNted wlm me loal fire marshals offim. 8�Know what's below Call before you dig dial 811 .` ® 20 10' 0 20' 40' 60' GRAPHIC SCALE TRUE NORTH SCALE 1" = 20' -jummums eeeeee , (9 CARTER ENGINEERING CONSULTANTS rtm R, TLH RDR,S fit, 2nts, Inc. 3651 Man FfiD None, subs 2W0 YVatkiruv8le, GA 30677 P: TiT.773.1200 F. T70c7 lilH wwrw.^ enginmring.net V / Z Q J z z LU> LU k C O J Q O O LU u —i LU z L.L.I j:) J LLJ O LU ry N W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: UTILITY PLAN SHEET NUMBER: 4 PROJECT NUMBER: 19016W4D DATE: 01/30/20 :- �t g PK NAIL r\\ \\\ s\ \I I I I I I I I ge.rrrlr.alvL III II I I 11 1 II I I k14G NqL IF1 N-�91.17 1 b 1 I I II q I1 K 111 y, P 1 1 I I, SCT RIO HILL, LLC, 11 1 l I, II 11 I II 11 II II 1 1 I / C/O ROSENTHAL PROPERTIES I I, I I 1 TM#04500-00-00-094AOI I I OB A1NG PG 199 II 11II I I II 11 1 11 I �/ ZONING: PD-SC 1 1 1 1 1 1 1 1 1 1 ryyl PRESENT USE: UNDEVELOPEDIL�T I � I II 1, 11 11 II 1 II II II i IIIIIII IIII l lii lllillj �.l I III 11 I' I��I�II�II �J asLF�e�psNior[ I I I I t 3111 I I I I I I I 1 1 I / 1 I R Ma<essld EX INV. OUT 1NTH FLARED -- END SECTION -470.4' TOP -411TV ---Ed—, SLOPE = PROPOSED 5 oLFS�e%PE O NovE stOPE--EJ ENNTING L INNSE)-475.30 PR..MEE FL IN IN)—.0o I L11I 1 I I I I II I CRATFyd. TO141 /E; ftaSr'yLil D �r 4" 1j I I I l l l l IY I 93 /— •win Vr /`'r \_`� INV 1 a4)1] 55 _ ----_ -y _ --- ---- S21' 19. 26w-------- _ ____ ______ ___ EXf RATED DROP INLET TW IN a IN IN L. OUT / / SCT RIO HILL, LLC, C/O ROSENTHAL PROPERTIES TM# 04500-00*D-094A0 / OR 4134; G 199 ZON INGjPPD-SC / PRESENT USE UNDEVELOPED LOT / I 495-_-- - _____--__ __494. T� ____ ______________________ - 7, ., 1 / I IP / I / �7g I I 1 I II c I \ ly I 1 492 I �I 492 \ __- M.49v.OB I 9 NO" 1I OPE 1 =PROPOSED wlcrAa 1.00 --- I I 1 I - �- Tx 49190 I 1 I i \ -- "/ JROP65ED,y. RVyASH 4,231 -a.F. F.F.E. = 492-00 5'�ftCP r ���• __ _____ ____ _____ 214.99 EX MANHOLE NOT 1 EX DSOP INLET TOP 34R].1' INV. 3UT (IS' RCP) U.S. ROUTE 29 (SBL) ti SEMINOLE TRAIL (VARIABLE WIDTH) /b _ `\I I I 11 i ! h / G - T06'15' L - 140.14' R - 990.T' C. _ 140.02' / C.B. - S5724'42'E I /T _ SO EXISRNGRATERMETER / I i -- EX Ii;-RCP ---- 7 EX DROP (INLET - TOP .2' INV. IN-4d2.3' v. WT -4BI.r SO L1.- ekex 11 SLOPE lm / - EX 'Box 27131 LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Developmem 2S00 Oaniel's Bridge Road EuRdl,g 200, Suite 3A Athens, GA 30606 Contact: Greg DeBacFer Phone: 1706)54E-1151 ENGINEER Carter Engineer rig COnsulLI,PO, Inc. 3651 Mars Hill Road, Suite 2D00 walk!nsv Ile, GA 306)) Confaa: 111 Carter, P.E. TeI. IJ..I)25-1200 jeN@orterengineering.nel Property Location: 2100 Rio Hel Center, Charlottesville, Albermarle Cpunty, Wilma 229D1 Panel No' 4045o00000093tJ1 Condit Onal Approval. ZMA 1987 DD007 antl SDP 1988 GOOOI Doin, PD SC(PI.—d Development Shoppn Center (POPE.m s parcel IS subject I. t11e follow rig overlay IIsir tts. Anport Impatt Area, Entrance Corridor, antl Managed Steep 510pes.) Setbacl°: Front: 30--!, Rear: 204— Side: 15-feet Proposed use: Carwash with asso—dutilities and parking Proposes Building Height 20 Feet Maximum Building Height 65 Feet rojett Tract lOSacres Disturbed Area 0.99acres Boundary and topographical Information obtained /rom field run survey by Hurt & Proffitt tlatetl April 30, 2039. Phone (434) 1147-7796 Contour interval N 1 Feet (NAVD 88) F.E.M.A. Flood Insprance Pate Map NO. 51—C 0278D, d— February 02, 2006 indicates that this property Is I=ted I, ••Zone X••. The underground utilities shown hereon have been located from Feld niormat on and ealxt rig drawings The surveyor oar engineer warrants that the underground dR esshown converse all such of l— In the area,alher In service or abandoned The surveyor norengneer warrants that fine untlergrountl ut lit es Ih— are v, the E.- I—ioR Indicated The surveyor norengneer has phystally bested all the uhdE,911..d Idijiti.S It IS the resporlsibiddy of the contractor t4 field bate all utilities prior to Commencbg work and notify engineer if a discrepancy is bond. The confraRor shall verify the Invert elevations of all existing storm and sanitary rvc[lon sewer st reS pripc 1. bt—E—PI d of storm and Sanitarysewer u UNDERGROUND UTILITIES DISCLAIMER informatipn regarding the reputed presence, sire, charatter and location of eaisdng Underground utIII15 and struttures r u_ fo underground utilities is snow, heron. There is RI certainty or the a Ig Ihm dot this information and it sM1all be c nsidered 111d fgM byd It us rig fhlsdmw ng.Thelocat Doak.., angement prundergroundu Ou.and d! tithi..relatedrounderground uldtssnow, hereon mayheinaccurate aria ut IIt es aria siruRuresrelatedtoU h,, rpuntl ufld hil not snow, mayI I encountered.The owne4 nSemployees.Fs consultants ON andnscontractors shall Herebyd stffili untlflhi athat the surveyor s not respowbleforfhe cur dd sSRI.PE 1I,.,d-nb,nat tild h—the underground ufllifies and st relatetl to undergrpund utilities shown Hereon. 8�Knowwhat'sbelow Call before you dig dial 811 ® 60' GRAPHIC SCALE TRUE NORTH SCALE 1" = 2V (19 CARTER ENGINEERING CONSULTANTS Cl— Engisncring Gmsultants, Inc. Wit Man Hill Road, Suite 2000 WaW—flh, GA 306J) PTIO i25.lm F. ccancrrn� �/ g gimcring.nn Q g��v Jz L.L.. K z � l— LLJ J LLJ F 5_ O n O LLJ `_ O La_.0 J LLJ z LLJ C) u LJJ 0 0 O W N PROIECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA GRADING AND DRAINING PLAN 5 19016W4D E: 01/30/20 tl IF EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY 15 LOCATED IN ALBEMARLE, VA. THE DISTURBED AREA FOR THIS PROJECT INCLUDES 0,99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT. THE PROPERTY SLOPES TO THE SOUTH-WEST AND LEAVES THE SITE THROUGH 2 STORM WATER PIPES ON BOTH ME NORTHERN AND SOUTHER PORTION OF THE PROPERTY. ME STORM WATER DRAINS TO A NEIGHBORING DETENTION POND ADIACENTPROPERTY THE PROJECT 15 ADJACENT TO A SHARED DETENTION POND TO ME WEST AND WOODBROOK DRIVE TO THE EAST RIO HILL CENTER 15 LOCATED TO ME NORM AND HIM 29 (SENT INOLE TRA L) TO THE SOUTH OFF SITE AREAS MERE IS NO OFF 51TE LAND DISTURBANCE PROPOSED SOILS THE USDA WEB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS EUOAK AND GLENELG SOILS WHICH HAVE A LOAM TEXTURE AND AN EFODGIUTY FACTOR OF 0.29 CRITICALAREAS MERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DISTURBANCE WILL REQUIRE THE REPLACEMENT OF VEGETATION AND LANDSCAPE PLAN AND BOND. EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE ICE) - ONE CONSTRUCTION ENTRANCE 15 PROPOSED AT THE SITE ENTRANCE, CONTRACTOR SHALL REMOVE ALL MUD, GIRT, AND DEBRIS FROM VEHICLES EXISTING ME SITE. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE UMITS OF CONSTRUCTION. SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS (ACED AC0.055 OR AT THE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION RPI -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENTSTABILIZATION -SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED SOIL AT CUT AND FILL SLOPES, SIDES OF SEDIMENT TRAPS, DITCH UNES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (]) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL ER0510N AND SEDIMENT CONTROL PRACTICES SHALL RECONSTRUCTED AND MAINTAINED ACCORDING TOM NIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES - EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION 50 THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHO DS ARE CON RUCTION UNDERSTOOD BY BOTH PARTIES. - 8EGIN ANDERQUI SEQUENCED50 THAT GRADING OPERATIONS CAN BEGIN ANT ENO AS QUICKLY AS POSSIBLE - ISTO BE ONTO TRACKINGVE MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. SEDIMENTND WALL MEASURES WILL BEINSTALLED DIAFIRST STEP I GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FSIGNS, ETC. AFTER FTEP ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E & 5 CONTROLS WAIL HE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) W ILL BE USED ON RELATIVELY FIAT AREAS, IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE PERSONNEL MAINTENANCE AND REPAIRS SHALL BE PERFORMED MMEOAT Y IMMEDIATELY. SOIL & EROSION CONTROL CALCUUITIONS SEDIMENT STORAGE CALCULATIONS: Dranage Area 105 Auea Dsturbed Area 099 Peres Re htdSlt F-cirg 105 aC x4W Nac 4201f requmd Sediment Stooge P-idad by the following BMP, IS.... for wlculat ons) -SILL Fence Dranage Length ofSlt Fence/10101f n 0.250 at 59211W110250 = 148a ,allowed STORM WATER MANAGEMENT CONSIDERATIONS MS36 NOTE: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPLICABLE CRITERIA: A NOMORETHAN 500 LINEAR FEETOFTRENCH MAYBE OPEN ATANY ONE TIME B. EXCAVATED MATERIAL SHALL BE PLACED ON ME UPHILL SIDE OF TRENCHES C EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TMPPI NG DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OF PROPERTY D. MATERIAL USED FOR BACKFILUNG TRENCHES SHALL BE PROPERTY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STAG UZATON E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AN D SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY IANO DISTURBING ACTIVITY AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION ANO SEDIMENT CONTROL DEVICES AS SHOWN ON ME PLAN PIiE A MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OFTHE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROLDEVICES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT ROO IRELTO INSURE THAT ALL DEVICES ARE IN PLACE AND FUNCTIONING IN REQUIRED.ALL EDITION AND SEDIMENT CONTROL DEVICES SHALL BEMAINTAINED PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.IN GENERAL, IF THE SILT BUILT UP AND T E BARRIEBECOMES AS DEEP LS 9INCHES, THE SILT S TO BE REMOVED AND THE BARRIERR HAR BE OR ESTABLISHED, DISTURBED CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. RESEEDED, AREAS DUE H THIS CLEANUP OPERATION SNAIL BE REPAIRED, RESEEDED, AND REMULCHED. M> Eb„r,wav Luti z,I�mbww,maem,aara.mlrzr IFS pacts EYE, S ry �YEA MeT pmanxatersv Yr3 P�awmrenrc��nmm RaaasuemaMm+ ACTIVITY SCHEDULE: YLS M52 Horsmr3al lm Msor sbc¢Fro hrv<aees eNcryavl m.asbeenalfattxln Mpxa+ tw zd as rev bem. uJv1s MSJ rW lhcmdmM1m�e, m0me new Ape •. e0e n<sMdrzamn4m M]cseds n v a Y=5 FUI Cces ,m..�t salrn, btli aMlbemrslxedasa O bg m MS5 Dpea rdy aY - d .fen N�aO A ' M Re mml 1 MmW mrnarreamewr 4ep�P M W AW ntu� M Me mN.V aN vJnmm rmJxrnmNSm i TFS MST Hoe tadas n,qe Na6saaz, d 1 ah-.aaIMJ aM,-seP ts�vtrz Fwglwn Praibf kces ��n3» In W4 Wvea4 Me aary pa. m+TJan IW+wa .sloe dans)Gm Pmeii.Jb raMdsb, 4 } YL M59 1lsxary awr9 smpextt 9. • ®daiml+ ©NEB YES MS- It sarc9rmeeepoxro b START DATE: AP401. N20 END: September 31. 2020 5 MSII An at9sx Havre wabmwww 0nsrvws doe m9 vek� xfe^ule n6aby. Gas setbn aNskpedh dunrelsviisY4e c1 O,mp) S� daPap. amp+ YES W-12 Aens Pdzrmmeaz1 m mNldr velenedSmemaohI _3 13 Ae min w w mo �dr�w d6�m.wa:, q and waNm , ITA ma:lm_<da1.r4:e,Hmymaxrm ;rpm dNhmnm�R TIES IS EYsenmaLa res 'imltm�Om Ue:asaWlea nrn-seemnanMuam htl eMOan'sl I 6ea.aynxNamrwen / TES Mc.16 Hwemnueam<s M1wn a:0.P'aad WitilY Ore i,sm6lmseem ahbssa4, / WE rb nwe twn5llOxmeketdrnrd q<n al redrei Y�.i mrt6mae.a;er:9AaeredmTew<dnaadraaed.*an4�ogMhe'+ ' yr$ gxl=KkRmm4a*m.arMr�ae4mlknP YES MS ue>amI>mdmeandmu3smptk maaa.s PgaeMPmroae111�.< / IT CmGrelm Enams. aaslr m4bl ;pmldxSrnnlmalRppy0d4h. tleau9d macwrYaa.I.xmedeacn eay..m we9ir�ghbe swerynrSmMSHureng PHASE DISTURBED AREA YES MSIB.the mmuzdlmgo,ary practim ManeMne�l DISTURBEDAREA-m / yr $ HereM�eme>alI-- aedme.Ma�.lINI. ma�IvrdueresJlrq 3sl:e0erl a'em0ematl3esseM rEs M_ .aap .•I.<L,m.akr..yem..4rmmrm.,r MemvaeaadvoNBpraN.:x41ma DC TS MU P Ax ra: ddsaa�m,eama�nd dre mivsc in vwme.wmorympew Nt9uak Mwrrsah CmnMOmn,mp THE CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED AS WIDE AS THE PROP05ED \ PERMANENT ENTRANCE PK ♦N SETTLING AREA FOR WASH RACK e28C3: rtai' F ♦ ♦♦I , I I It `\ s \♦ \ 4\ I I I \ / 1 \ \ I ♦ \ t1 1 ♦ \ 1 I I \ I I \\ \\ 11 1 1 I 1E 1 11 1 /1 I 11 i ll m a m'I. � m 1 611 PIi I a { 11 Q II N 11 j 1 I II 1 I I SCT RID HILL, LLC, 'l I II 11 I Ali 1 11 , ' 1\�' CIO ROSENTHAL PROPERTIES 1 1 1 1 1 1 1• I I I / TM# 04500-00-GO-OMAO L I 1 1 1 1 1 1 1 \I I DB 4134, PG 199 'I 11 11 11 11 II 111 'I ZONING: PDSC PRESENT USE: UNDEVELOPEDILL T'I 11 I I '1 � 11 I II II 1 11 I I III II�11 Mappn9 Unit �N::. Erotlid'6Ty Penneab'N!y Fi Loam Granuar Om n00 20L3 da Aum Cla bam Granular Oxx A00 34C Glene bam Loam GranuW Ov x.0p EMMEMCOMPOL DEVICES ERA£IER EFOSCNAN]SEDMENT CgaiROL OEVOES SHNL eE INSTALUDPFOR iOAM' LAIDISTMENGACTTVITY. /S CUS'RU;INJNPROCEE0.9 ALLADPIONA EFp$KNJAIA scp NENTCCIRR-ILESSHELEBERSTALLEGASSOLNASFYLRSaE. ERGSkXJAIA SED NEMCIk11ROL DEVICES M SECYNON TIE PLANARE A M'JP.NMAhDTIE FF-T CONMTONMAYDCTA EADDRDNALCONTROL. XLLEROSIONAFTISEOANENTCOIJTROL DEUCES SIWL EE ER'HE LATEST ED 11DN6 PE V.4CNNVL EROSKXJNA SEDWM rrRED EuIA9DOK ERDSDN AND SEDIMENT COV IRDL LW NTFNANCE TEECONTRACTCRBRESPJECT AFG4ASMEEFI AC AIRD'iDNCCNRL0. EOEV10E5 FOR TEE CLR4Rf%. CFTHE H:O.ECT ALL EROSKNJ VASE M a ENTCOVTg0. pEveE5 SH41 BE GEC%EDNEENDIUNCFTE ASSEEIGLNALLEACEL101NSIAE THAT ALLOEVCES ARE iNRACEMDFL.NCiRkeNGABTHELAE0. ALLERO OF VIRMA E ORJTR0. DEV CES SMALL NE NAIMACEDERTEEEA E`THESILTR LT FFEEINEROSNXJXND ES SECOMEABDEEPA14N0'e0L1t. ESILT6 L,IFTEESLTBULTNPBEIFDAeiIEt EP FEFLACE AS CEERA59 WtlIES OF Sli 6TORE-AND THE BARKER REPARED OR REFLACSD. AFTER WAELEIT Np1 l SAO A Si PERMTp SM EDINWH EEN ESTABLISHED, EROSIONCbIiFKJL CEV CESANC ANY S LT EtNLi IPSEN.L , RtSEEPRIA OBIINTEEO AREP6 gEiO LHLR ¢EAMPOERATIONSWUI DE REPARED R=SEEOEOAtA EMLLCPED PRESENT USE: UNDEVELUPEU L.I yy�____ --___� �PRa1E�-------------R10.kIILL-fiE-N7€i{_ ----�_ �, i ____________a I I '4ig 5'- _ -- -- / OISTURBEDAREA / II Ip rl D: i; IIIEXBRIQR�vKI� e���;i// '' Ass I641111 "A E1NjH11 gA1<s 1 1 / , (3/ i 1 I i -•-' ' I� �T -. i_Ti '� '. lye �' �"�'"%"4 !• i , , \lam I/ I�I K i x 'I )FX+11�1PST�k' `D \X 'E"(• ^X 18 \q1 I 4 `, 1 � - T I I I L -- I I I I I I I I I i l I l II � 1. \ ;. �c 7,..G.f• / � / \ T I I I I I N x I I; I I Ir 1 1 s / Ex EPOLE TO BE REMOVED. REMOVE UNES ASNECESS4 I I 1 - -- DISTURBED AREA I 1/ / / / / I I/ 1\1051 - _ \ i : iT- i ti�V-:945flCL-.0CO 043ti ..p..- I EX INV. OUT MTH RAKED END SECTION=470.4' / L / X 18 H -Y- y1Z +y fi} ZEl' L S2 19' 26w------- s EXISTING UINDSUPE TO BE REMOVED TYPICAL) EX¢ RATED DROP INLET TOs-484.3' IN 3 IN=475.8' IN s OUT=4]5.]' S e \ 1 , �y y1' \ i \ 24.4' / s 1 ' EX MANHOLE E NOT _ iEa'O -------- E% 0; OP INLET ♦sr. TOP :-467.1' W0 i INV UT (15- RCP) U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) I / / I / / I DISTURBED C = B'08'15" L 140.14' R 990.]]' 140.02' S5724'42"E ' EXIST STINGRUCTIL-REDEMOUSHEDAND REMOVED. DISP05E OF IN APPROVED LANDFILL I I Q f* PI E 7 Q I Q v `EXISTING l" WATER METER 14" "D: 49R:2' P IIN 48D INI ` NV ' . OUT ay SF EX JBO% DISTURBEDAREA EXISTING SIGN AND LANDSCAPE. DEMOUSH AND REMOVE (DISPOSE OF IN AN APPROVED LANDFILL) ;2783 LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Development 2500 Daniel', Bridge Road Building 200, Suite 3A Athens. GA 30606 Contact: Greg D,BRCkef PLO- (206)50-1151 ENGINEER: Carter Engineering Consultants, Inc 3651 Mars Hill Road, Suite Z000 Watkiniville, GA 306]] Conlon: Jeff Caner, P.E. Ted. I'm ]25-1Z00 jeN@canerengine ring.ne[ Property Location: 33UD Rlp IEHR Center, Ch.,I,L villa, Alb-.rle -ty, Virginia 22901 Parcel No.: bEASG0 DOER 09300 Contlitional Approval: ZAV1198]-0 1 I,d SDP 1988- C0001 oning: PD-SC(Planned Deveopmenl ShopphR Center) (Note: This parcel is sI,bj- I the following overlay districts: Airport Impact Area, Entrance corridor, and Managed Steep Slopes.) setbacks Front 30TIm Rear 20feet Sdeis feet Pro duse Qr h wth assoaated utltes and parking Proposed Bu Id ng He ght 20 Feet Max mum Bu Idn He ht 65 Ft 8 8 Feet Pro tLTrott 105 atr, e Llurbee aea 0.99 acres Boundary and topograph tat Informal an oW. mad from f dt! run Lune, by Hurt S ProN'tt dated Apr 13D, 2019 Phone (434) 84] ]]96 Contour mlerval it 1 feet (NAVD 88) F.E.M.A FI.d Insurance Rate Ma i-cates)hat this 2]80, dated February 02, 2006 i Prppenr . mra:eNo. 51G03C0d n •zone x• The uPd.,Pr,h ntl tHiH,, shown hereon have been located from HOW nfo-ti-and exntn drawn s The. .that the g g urveyor nor enn[eer warrant undergroundutit,, showncomprise all Saab .es hearea,either n service pr abandoned The surveyor norengveer warrantsthat The areutIllim ound t es 'n the eaan local an Inrate tl d urve The syor nor eng near has ph shown phys pally Iptated all the underground uUl Ues It is Ne rasp-ibliily of the contractor Tp Feld locate all utilities prior to tp -dr,g work antl notfy eng deer T atl.crepanty Is found. Th, tontractor shall Ver nelevaI- ry the nv e soralen sTngsrorm ana.anaarY rtocommencementOfstormantlsanRa war sewer stunures pr O ry se UNDERGROUND UTILITIES DISCLAIMER nformaUon regarding Me reputed P-11 ,IT,, Chafacter and location of ex ,trig underground utll ties antl strunures related to underground Ailiti. I, drown heron There sn rt'ty (h cwraryo/ths'nfofmaton and it shall be nsdh,.d In tha I- F b M tds drawn g The locaton and arran e 1 8 8 gm of antler muntl p I' - d f la g es a led to undergrountl ut l'L es'ounm hereon may bI h,w tl II les and Rrutturez related to , hi, d utll'Ues not show b t retl The owner him I h' nsulTants Y p antl Ms contractors shall hereby d-sunnly understantl th Ith y I rim[ diti-E ble for [he correctness or-ti-d of th s g,, g d' g [he underground ut In es antl strunures re atetl to untlergr ne utlit es shown hereon. EROSION CONTROL LEGEND DC DUST CONTROL O OUTLET PROTECTION O AREA (WITH MULCH( G)iABIL12ATON O SILT FENCE O BED (WITH TENT PORRARYSEEDNG) N SR SURFACE ROUGHENING SU IIIIPERMANENTIVEG ATUDN pOp TEMPORARY DIVERSION (WIT. O RED AII ON (WITH PERMANENT SEEDN )O TEMPORARY EMPORA YTRAP O CONSTRUCTION ENTRANCE EP STORM GRAIN INLET ROTECL ON CRS CONSTRUCTION ROAD STABILRATION 1 Knowwhatrsbelow 8 Call before you dig 9 dial 811 ®` ® TRUE NORTH zv 10, D zD• 40• 60' iiiiil GRAPHIC SCALE SCALE 1" = 20' O Z 0 (m CARTER ENGINEERING CONSULTANTS Gdm Eniim .gCimsull,nrs.1�. 3651 Mars Hi9 Road, SoHe 2000 IVa.kirmvdle, CA 3067 P: Ti0.R5.12W F.: M-12. w ,.^erengineering.nd Z QQ Z n-J J LLI w � S L O 1 O K J a -- L1J O --I LJJ z LJJ U LU Q � O 0 LJ I- N W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: EROSION CONTROL PLAN PHASE X 19016W4D E01/30/20 EROSION AND SEDIMENT CONTROL NARRATIVE: PR ACT DESCRIPTION HIS PROPER CONSISTS OF THE CONSTRUCTION OF A CAR WASH WITH ASSOCIATED VACUUM STATIONS. THE PROPERTY IS LOCATED IN ALBEMARLE. VA. THE DISTURBED AREA FOR THIS PROM ER INCLUDES 0.99 ACRES. EXISTING SITE CONDITION THIS SITE IS WOODED WITH AN EXISTING BUILDING AND PARKING LOT THE PROPERTY SLOPIPES THESOUTH-WESTTHE ORANDLEAVESTHE SITE THROUGH STORMTY. THE PIPES ON BOTH THE NORTHERN AND SOUTHER PORTION OF THE PROPERTY. THE STORMWATER GRAINS TO A NEIGHBORING DETENTION POND ADJACENT PROPERTY THE PROPER IS ADJACENT TO A SHARED DETENTION POND TO THE W ESTAND WOODBROOK DRIVE TO THE EAST. RIO HILL CENTER 15 LOCATED TO THE NORTH AND H WY 29 (SEMINOLE TRAILI TO THE SOUTH. OFF SITE AREAS THERE IS NO OFF SITE LAND DISTURBANCE PROPOSED SOILS THE USDA W EB SOIL SURVEY OF THE SUBJECT PROPERTY IDENTIFIES THE SOIL TYPE AS ELIOAK AND GLENEUS SOILS WHICH HAVE A LOAM TEXTURE AND AN ERODIBILITY FACTOR OF 0.28 CRITICALAREM THERE ARE NO CRITICAL AREAS ON THE SITE TAPE INSTALLED TO PROTECT TREE SAVE AREA ANY CLEARING OR DI5TURBNCE WILL REQUIRE THE REPLACEMENTOF VEGETATION ND LANDSCAPE PLAN AND BOND. CONSTRUCTION ENTRANCE (CE) - ONE CONSTRUCTION ENTRANCE IS PROPOSED AT THE SITE ENTRANCE. CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS FROM VEHICLES EXISTING THE SITE. CONTRACTOR SHALL INSTALL ADDRIONAL STONE STABILIZATION AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF CONSTRUCTION. SILT FENCE (SF) -A TEMPORARY SEDIMENT &ARRIER CONSTRUCTED OF POSTS PLACED ACROSS OR ATTHE TOE OF THE SLOPE OR IN A MINOR DRAINAGE PATH TO INTERCEPT ND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED SIZE. INLET PROTECTION (IP) -STORM DRAIN INLET PROTECTION SHALL BE PLACED AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT TEMPORARY SEEDING / PERMANENT STABILIZATION- SEEDING MEASURES SHALL BE PROVIDED ON DISTURBED 501LAT CUT AND FILL SLOPES, SIDES OF SEDIMENT TMPS, DITCH LINES, OR AREAS OUTSIDE OF ON -GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMAN ENT SEEDING IMMEDIATELY FOLLO WING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MANAGEMENT STRATEGIES EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION 50 THAT THE LIMITS OF CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH PARTIES. - CONSTRUCT ION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END M QUICKLY AS POSSIBLE THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO PAVED DRIVES OR ROADS. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED MA FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING FOLLOWING INSTALLATION SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING - AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARXED BY FLAGS, SIGNS, ETC AFTER ACHIEVING ADEQUATE STABILIZATION, ME TEMPORARY E & 5 CONTROLS WILL BE CLEANED AND REMOVED PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMME ONTELY FOLLOWING FINISHED GRADING. MULCH (STRAW OR FIBER) W U. BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND UME SHALL BE APPUED PRIOR TO MULCHING MAINTENANCE OF ESC MEASURES EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY TRAINED ON -SITE PERSONNEL. MAINTENANCE AND REPAIRS SHALL RE PERFORMED IMMEDIATELY. SOIL & EROSION CONTROL CALCULATIONS SEDIMENT STOMGE CALCULATIONS: ainage Area 1.05 Aver s HIM Area 0.99 Rues Re9pired Silt FEPdng 1..I ec.x 4M hlac=4201frepoired Sediment St ge P,o,ided bythe follow E, BMP,,(See notes for raImIMio ): -Sift Fence Drainage Length of Silt Fence/1001fx G250 III, 592/200 x GZ50 = L.. acres allowed STORM WATER MANAGEMENT CONSIDERATIONS MS-16 NOTE: UNDERGROUND UTIUTY LINES SHALL BE INSTALLED IN ACCORDANCE DANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE OTHER APPUTABLE AI A.. MOM MORE THAN 500 LINEAR FEET OF TRENCH MAYBE OPEN AT ANYONE ME B. EXCAVATED MATERI IENILBEPERATI NS THE SMALLB FILTERED TRENCHES C. EFFLUENT FROM AN SDI ENTTRONSSHAEIE,ORBOT, AND OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT ODES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY D. MATERIACOMPCLUSED FOR BACKRTO MILING IMIZE ENCHES SMALLROSION AND REPROPERTY ST COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE WITH THESE E. REG UITIZATIDN SHAH BE ACCOMPLISHEDINACCOROANCE WITH THESE IONS F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH EROSION AND SEDIMENT CONTROL DEVICES PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL OITONAL EPOS ON AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOONAS POSSIBLE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN AREA MINIMUM AND THE PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, EROSION AND SEDIMENT CONTROL MAINTENANCE THE CONTRACTOR S RESPONSIBLEFOR MAINTAINING ALL EROSION CONTROL DEVICES FOP THE DURATION OF THE PROPER ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED WEEKLY AND AMR EACH SIGNIFICANT RAINFALL TO INSURE THAT ALL DEV CES APE N PLACE AND FUNCTIONING AS REQUIRED ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED PER THE LATEST EDITION Of THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK IN GENERAL, IF THE SILT BUILT UP BEHIND A BARRIER BECOMES M DEEP AS 9 NCNES, THE SILT ISTO BE REMOVED AND THE BARRIER REPAIRED OR ESTABUSHED, EROSION CONTROL DEVICES AND ANY SILT BUILT UP SHALL BE REMOVED. DISTURBED AREAS DUE TO THIS CLEANUP OPERATION SHALL BE REPAIRED, RESEEDED, AND REMU LCHED. IES YES r _Fsliea a IxMpeaM1uxn, BYMaSTY P_men.Cpeestlmn.9aed5bdsmmi, YES N57 Hv Idix'mmndaY twew m Hem e Pao cgnv em a16 s.n YES xM aem 'rN'N v 3 nahkR ,evrc pm w1eY:resMembnxen a38cmd, YEs M6N Dpa,�nka.Weavn, wRPN;g bOs�:hmxEamwkd..a kMd TES MSS Wea FweY, x+e aM men 4eaY eaa. d,kN aAe 6la mkd ei. mMpinY YF3 Alb •N aeddw yeN a. sgrmdb W '® R:a _T Mdes6n . 0#. sffitra.bdf" �6epl aka' ky.Bew n5Wr5p b NF 3', r=sNGR ear�lbaaP.-witi�mamraYa:wm.wn,m wl.me,aMe rss aa�mg FPe I � �„ YES M5.0 a2qur w ryaam mYx, xtYmudo-eNspd ro r9c rddbg- Crss bnaMbwdlM Wn„re5yxo enrvgi 5uedrpq.iM-aP _ MS�I2 Aer+S.r pdcm meew�e rza,x.mtrul rptlawemm�axn I 3 Arelen.Pwryafemeoanwolr.-.eaoeblemel I,E,. lr Y,,,X N, YES MB 'i APNVLm kaml,sure a.IaslreNUYlom Pmubr9 wawskNnpwmFg ffi M515 Wsimpedatms�!>auw de;meuleobina.eam mnmwFx(oetlmebenkl [M. Ye-yeky ertlrzsed! MS:64wedsnrxamsaM1m undag'w. dSN Ne mYblmaLan adkesseP dun NO ka r ket M IrmM rpen d me Yrc, � �ifimdeva:e!bg lnkrNolmxd NougM1exdauM.gy'+g Biro, BEi Nw 6aOA a;ryecm,a.reshdlakn, YES VE IZ dtl<yalq;mdsoYa.m.anppuNcrudvWspWa:rywreclsd, Cwz IE, Enrurws. U4piMIai1N.IN,YES ;aea..a d IRA end d earn dal. w wd;v9lMne zreryuq me s Nwelry MSIA Hn 8<mnwal dlwry,uary pzgms4eaeMnxdl TEi M.e Yr remswldaxmhkdwdme,!e. MSL alNdezeMndNe;nWp dslWxia,eaahe,ademM YES `E IS N:rasa._Xim doxni..HEm6.ee....0@ukypdez _ Iba are d�dmmruwYr�rvroTl �da,age Ne b;veasv bvaame,wbarympeaN w�.„k ewweY l.ea IPw,d.a ana�, M-pwg Unit Sd/Name TexNre ---- SWdure Erodib'IifY (k Pemleabbty iNhr 2]B EBwF bam Lwm Gmnumr O.xx x00 2]C ETgaF bam Lwm GmnuWr Oxa n.00 ZB Eliwk tla bam M b Granular Dan x00 G Gkne bam Lwm Gr-_--- O ax x.00 At, I IVI I T JL:FIEUULE: OSEDIMEMTCOMROL OEVItE ' PERIULTER EROSIONSEDINE11 CONTROL DEVICES —BE INSIALLED PFIOR IOANY CONDITIONM4YDCTA EADDRRNAL COMR0.. ALLEROSIONANCEEGKQMCCINI OEMCESS LEPERNELAPESTEOTDNOFTIEVRONAER06gNN DM_NT LOMRq HANCli001( ERO6pN ANG SEDMFMCOMTNt NMNIENANLP i1EC0, R5CTCIF ISF'cSPDi. ELE FQR AMR?AM A S FC 1E1R�gXI COMR¢DEVICES FOR 1HEDUPAMUNCIFTHE PRO£CT ALL EROSCW AFO SEpMENi CONIR¢ OEV LEB SHALL EE C . DWEKLY 1-TOMI E XEREONFCAMUL NFALLTO I.SELTH11 TL LDEVCES ARENPt LKFLN lT ENGASTEW TE. ALLTR( TA Vl5 INEM S1 AN DEVICESSINLLEMAIMFFEDPERTE 11,11T111T F ILT VP,GNV.EROBICRIER SEGMENTCCNIR¢HVNDC•WK.NSkT6LFTIE6LTMR IHEHFOARiRR EA BECOMESAS CEEPAS 91NpEg iFE SXi 6 i0 BE EMJVEO A^D'HE BWRER REPAREOOR EFLACEO. AFTER WNRETJYlQ1FE FROECi AIOPERIMIEM SE"e01NG HAS EEN DGTLS.A EROSIUEC PIS LEV¢5ANCANYBLTBUILTR-SW.LLEREMOVED REVUEG HEAR gF10 THLS ¢FPMPOPEMT ONSHAII dF REPARED RESEEDED PtA REMQLlEO j PRESENT USE: UN DEVELUPLU LUI I J! r - I -- - I 1 I R OORAYg6S P�_—_—_ _------ TOP -_ -- —RJO kIIL 1 E��i_— pI—ST—UR— BEDA�FA / IFJ1 j:M ;91.zT 1 � I I 11• I a m l ,° 1 1 1J 1 r 0 /I I Q II N II 1 1 I I 1 II I ♦093 SCT RIO HILL LLC, 11 1 11 CIO ROSENTHAL PROPERTI�G 1 I I 1 I I 1 I 1 1 1 TMp 04500-00-00-094A011 I I II 1 II II II 11 1 I. 1 I ail OR 41J4, PG 199 I 11 II I II I' I 1 I I mI ZONING: PC -SG I 1 1 1 1 1 1 11 try la PRESENTUSE: UNID VELOPM',UET1 11 1 1 1 11 11 11 I II 11 I` d9 ` „ / •V I I II I II 1 .. 6 1 1 1 1 1 1 1 1 1 I..1 la II IIIII II r � ♦1 I/ / I IIIII II t I I I I I I I 1 1 I I DISTURBED AREA / / / / / I II 1 I 491 M1 _. EX INV. OUT 4 BARED ENO SECTION=4 =4]0.4' W, SO i j I iiP PS f / 1 PS I� r5 ti \VIA ; it .�'.v0�-ii\\♦♦ ,-_ �L�' 1 11 1 ./ I -1' jl II I �I -__- 92-``` ♦`Il -- I /Ii i 11 11 1 i�-^ -- � ♦ 1 \ I 1 1 it I �==.�i) `\ �♦ jl / I 492ME faS, I I� DC N-CIPW 1 I 11 ---- DSO % '-- ` I 1 TS MU I - PS / I _ �'� 0 � IP I _ 1 I 1= PROPOSED CARWASH l� g0 _ DISTURBED AREA .`2 ' _ ♦,, -- �. ass•--->r' �r���������� _ .,�.4Ci � - Cp .•. l / ♦ - 4�5-15 FRCP-'x IN __________�`� ------_-- ---- - -- __--- \ - 21 i. EX ANHOLE NOT --S24' 19' 261Y_-----_ -- `r' / IP F_OLND_______--•-r-aw- - -- - - - - - _m--- ___-Y le /P� EX D-OP INLET --- IN -_- EX.: RATED DROP INLET ' 3j•' TOP =48].1' TO:- =484. J' izT T. INV. `UT (IS' RCP)=481.4- IN i IN=475.8' IN ; OUT=475.7' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) B G = 8'O6.15' L - 140.14' R - 990.77- C. - 140.02' C.B. - S5724'42•E O 8 m h Q \� 30 EXISTING 1' WATER METER EX 15 RCP TX DROP INLET OP =48R2' INV. IN=NBZ.J' 1 q1T .481.3, SF _EX GOX DISTURBED AREA .?J8° LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Development 25M Daniel's Bridge Rwtl Building 200, Suite 3A Athens,GA GA 3u606 Contact: Greg C.B.OX, Phone: (7OB)SLB-1151 ENGINEER: Carley Ei,F, -1mg COnsVltanls, Inc. 3651 Mars Hill Road, Suite 2000 Wa b.Mille,GA30677 Contact: PET Carter, P.E. Tel. 1710)725-12GO je8@EarterenSim ermg-t P"P,ny LOEation: 2100 R10 Hill Center, Ch.dottesvdle, Albennatle County, Virginia 22901 Parcel MO.:-500--093W Conditional Approval: ZMA 1987- 00007 antl SDP 1988-OOD01 toning: PD SC (PI .... d Development Shappmg Cen ) (Note: This parcel is subjM to [hp following overlay dishic[s: Airport ImP.tt Area, Entrance Corridor, antl Managed Steep Slopes.) Setbacks: Front:-1- Rear: 213 feet Side: 15-feet roposed use: CLiw Ih with associated utilities and parking Proposed Building Height 20 Feet Maximum Building Height 65 Feet Project I C, 1.05 acres Disturbed Area GEE.cres Boundary and topographical Information etl from feld run survey by Nurt 8 Proffitt Baled April 30, 2019. PM1one 1434) 4184764)-]296 Cwrour interval is 1 Feet (NAVD 88) FE.M.A FIOod Insurance Rate Map No. 51D03C 0278D, dated February 02, 2006 indicates that this Property Is located 1n'•zone X". The underground utilities shown M1ereo i have been located from Feld inform. n and existing drawings. The surveyor nor engineer warrants that the und1,,,.nd utilities shown comp/rse all -1, utilities in the area, either in se rabandonetl. TM1e surveyornorengm... ..... - that the underground utilities shown are in 1h. a U, location Indicated. The surveyor nor engineer has physically located all the underground unifies. It Is the responsibilityof the wntrac to field locate all utilities prior to Omm EJng work and notify engineer if a dlscrepanry is found. The cont.d., zh.lroerir M1 [ ¢Invert eleva1 -,f a-ft.,liexistin stormand sanity sewerstruttures prlortU Commencement of Rom a-ft., sewer ry . UNDERGROUND UTILITIES DISCLAIMER Information regarding the reputed presence, s@e, character and location .(existing under and UTlmes and structures relateet gro oundeBround Hibliw,, is shown heron. There s no certa my of the mi, UH,Y piths nfoonaUon antl t shall be Il ns dered In that light by tM1oze using th-s draw n8 The Iwat on and arrangement of,Ed MY IM, utblesandstructures related tounderground 1PUesshown hereonmaybe maturate and uti-ties and st—.1,srelated too HE,E-H util t es not shown maybe encountered The owner, M1 s employees, his consultants an1M1 ibl' N`th, shall M1e .1z lY a 1il lmfi ti-H,eyor is not 1191 ble tOr [he correctness lr I1 l d1 f MEBM rma n regard 1 the underground uTl't es and structures I d. derground ut lit es shown hereon EROSION CONTROL LEGEND OOUSTCONTPOL O OUTLETPROTECTION MU O DISTURBED AREA STABILIZATION W IRN UICHING M SILT FENCE SF I O O RAREA YO HYTHTEMPORARSEDNG)N O SURFACE ROUGHENING DISTSO (WITH PERMAANENT VEGE1ATl.14 ION) TEMPORARY DIVERSION FS RN (WITH PERMANENT SEEDING)) ST TEMPORARY CE OCONSTRUCTION CONSTRUCTION ENTRANCE O ORMDRAIN INLET ROAD PROTECTION STARIUZATION what's below 8iKnow Call before you dig dial 811 ®` /] zD' 11' D zD' 41' sD' GRAPHIC SCALE TRUE NORTH SCALE 1•' = 20' 5 O o (19 CARTER ENGINEERING CONSULTANTS .HE'Engi.a ,,gCLnsulNnta, Inc. 3651 Mars Hill R-d, SV il, Z000 VValkixs.ville, GA 306T/ P.770.Z-12W wwwOrarsstrlv0l . N Z QQ J z L EC F'_ W WC G I✓ O A.E I L � Q — W V O W z W C U Q x O K O W O N �l— NAME: PROJECT W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA EROSION CONTROL PLAN PHASE II 6.1 19016W4D DATE: 01/30/20 DC SF ADHESIVES USED FOR DUST CONTROL water Application DOudoa Type of Rate Adheswe (Adbe5i„e;_Water) ,N..jG Gailom/Acre Anionic Asphalt Emulsion 7:1 COase Spray 1,200 latez Emulsion 125:1 Fine Spray 235 Resin in Water 4:1 Fine Spray 300 Acrylic Eca d ion (Non -Traffic) 7:1 Coarse Spray _ 450 Acrylic Emulsion 36:1 Coarse Spray, 350 IP CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SP.i THE StAIfFi. 2...'A. A 4. a' 'TRENCH UP PE ALONG THE LINE OF S[AAES. Tag IIII II / S. STAPLE YILTBH YAIERUL eALIffItL AND COMPACT < TO STAIIS AND E%TENm A THE E%UVATCII BOIL IT INTO SAE TRFJlCFT. tl III SHEET FLOW INSTAUATION (PERSPE NE VIEN) I I I I I roam I \� III POIMS A SHOULD BE NIGRER THAN POINT B. DRAINAGEWAY INSTALLATION SR (FRONT ELEVATION) SEDIMENTGRAVEL CURB INLET FILTER \i�IJpw•<��� � 1tC I�` C a , � I�111111� a�II-`IIIII �Ilill I I�I�� pull= SPECaNc APPI TI.N THERE.. YEIHOU 11 WIEr PA%ECItON t9 APPIJCABLE AT CURB WIFm PoNDWG nl FRONT OF PRE STRU TDAE IS NOT nMELY To CAUSE CVNVENIENPS CE OR DANAM TO ♦ntACENT smuctr aAND UNPRO,soTED AREAS. cFUVaL SeAIl BE .DOT V. IBET oa S COARSE AGOREGAR. SILT MU TABLE 33SA ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft Straw or Hay 15 - 2 tom 70 - 90 lbs. Free from weeds Rod coarse (Minimum 2 matter. Most be anchored. tom for Spread with mulch blower winter cover) or by hand. Fb.r Mulch Minimum 35 Ibs. Do not we as mulch for 150D Ibs. wintu mver or during hot, dry periods.' Apply m Corn Stalks 4 - 6 tom 195 - 275 Ibs. Cut or shredded in 4-9 IIcnglhx Air dried Do not fine turf areas. Apply .nth mulch blower or by hand. Wood Chips 4 - 6 tom 185 - 275 Ibs. Free of coarse matter. Air. dried. Treat with 1216s nitrogen per Tom Do not ' line turf amm. APPN with mulch blower, chip band].,, or by hand - Bark Chips 50 - 70 aL 1-2 crT. yds. Fme of coarse matter. or Yda. dried. Do not as. in Fla. Shredded turf areas. Apply with Bark much blower, chip handler, or by hand. ' When fiber mulch is be oNy available mulch during periods when anim Dodd be used apply at a minimum rate of 2000 lbs./au or 45 lbs./10D0 sq. ft. PROTECTION k I �lu_IIIII IIIPERSPECTIVE VIEWS IIHI '� ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INTET PROTT= IE APPUCABLR "Eme THE INM DRAIN, A REIAIIVELY FIAT AREA (EToPE NO GREATER THAN Sx) NnERE TAB WLET BRoT OR OVERLAND FLOTS (NOT EY[E®WG S.) ARE TYRCAL THE .—.a SHAH NOT APPLY TO WIETB REEEMING CONCENTRATED FIURS, CN AB W STREET OR HIGHTAY Afira 5. ,IN C iv - CI II- 1— . s Ijp Zvi ;'••*� _ �FII. t. IL�II—u. y Zc a w,c�® urban.. A;Z ; � As M sc0 rs uo. ucwTA x u (YNil APPEARANCE OF GOOD SOD - � �cnAu nm«wmTM�o m I/ SO twtuduae wMu J;: y a.. 4w@as--I. ,e, m.—A aaae w : ue w<A e�nbs I . TTeevmur tIa �w... .. .. sseeeE ss A rail,. d::u�„�.e<�J<n�uke.v.ErV�u,<u Pmev, rJl uaiw wli b.. ,a- 'OnlClt RaFrau<.Nca PoR AW. Remorse m.... A er <.ngdes 1WAhNs1 Sep.1 Ycn. t5 50/50 Mi< ul Fen. I, A,. so.lm azI-,wg sl cwm.o Avaw s0 (Scone SITE SIWWIC SEEmNe sa FOR PIEDMONT AREA, - Cmwaeroal w I(®w31 a, l nimO @s <ty 3l or TUN.rype Tall Fcuve 95-1004 - ImpmmE Puemii,l O Nye;rau es% 4y elu<g,w R viph.m,:. sash" 1— ]a025o IK r . x<onmAy 3l o. rwr-T>p<. rNl F<rrs,< Iro% ea TIP Greu I 1 Ibv PerrOvil nose Wp • glpE u0im. rAaa., 31Fa urlm rod < ., n�cmP• It Lae ssemrel none n J<nce v,M1 sseJmg Ju Augur teN eF haler W R, mxr uuw,y um IN.sm,<mx¢Ia<nmRd glam<.la <a oroo.m<:rA nneue n,<w3o its/ AUR ssM wus, nepO rty�mm ais W luvg uHegrar mvyn<eexe 1.4 Nape m ra r ss ; add 1—Ip./aa In f STANDARD SILT FENCE INSTALUBON � 3 f ATONE BAq(FlLL a o E � SILT FENCE BREAK DETAIL lit zp Albemarle County Design Standards Manual - Engineering STO'E N —-� ro sr-urnc. Accr �s s. zA ASP, uI TON LOUREE FY,S'NG x xx PAYcu<M PROFlLE ETONE r0' NN. CONSWUCIION ^ W PHALT PPV� ACCESS - II—'L^J ASXptGi pKl z ,f Ix I Ix KNfNT niJsT tzrv^ r, L-0 �— lxnlegss iNa �cNisslr coEw.ncv PLAN I -IT' 4N. �Oitn•E ORhNAGf yx c s�lNEur _ RAMPING DEVICE r:_iCR GC.II SECTION A —A A nm®nm rater tap of 1 filch anal tv i1stA d with A lammavN 1 hlcb baacock slanoff vah'e supplying a wash hose rich a diammer If 1.5 inches for ad quate Constant Pressue. waFb rat, most be tamed dray from We ro—, to an 4WO1 ed 1ddi19 area to remote sedhncaT AR scdmelt shall be pI aFm d from mtemR stone e—. ddches or _Nsr.mses- PAVED WASH RACK Nc s<A;E CE PaycB of 23 (9 CARTER ENGINEERING CONSULTANTS 3 Carl, Enginccrin8 ConsulLlnn, Irc. u Mars Hill ROAd, Smile"I" L idle. GA 30STl P VPO.TI$.I20U F M nse120A renEian'^^B.u<l PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA EROSION CONTROL DETAILS SHEET NUMBER: 7 PROJECT NUMBER: 19016W4D DATE: 01/30/20 ._.__............_ ................. .m. .... mom M ..... ._._............_ ...........MMOMIIIIIIIIIIIIIIINIEW ...... RMM......� ..� �.......� ........ I a, DOTpaiape.Vvw Appendix 9B-2 1.10-229 Storm Drain Design Computalons LD-347 ROUTE: PROD: ARB-2019A5 Jdy20W STORM SEWER DESIGN COUNTY: ALBERMARLE DISTRICT: 4 COMPUTATIONS DESCRIPTION: CAR WASH SHEET 1 OF 1 FROM POLAR TO POINT AREA DRNN "A" RUN OFF COEF. CA INLET TIME RNN FALL RUN- OFF O INVERT ELEVATIONS LENGTH SLOPE DIN GAPA- CITY VEL FLOW TIME MNUTES REMARKS ACRES C INCRE- MENT ACCUM ULATED MIN UTES WMR. C.F.S. UPPER END LOWER END FT. FTIFT. IN. C.F E. F.P.S. rrsae.+ -'Amr+4a (4) (5) (6) (7) (B)9) (1n) (11) (1z) (13) (14) (1 (17) (17) (18 A-0 A-1 000 000 0.00 0,71 5.0 6.64 4,71 48p.65 480.26 7.75 005 18.00 4,71 267 A-, A-2 0.20 ON 0,18 07, 5.0 6.fi4 4.71 48290 480.65 45.00 0.05 ,B.00 4.71 2- X2 AJ 0.30 085 0.26 Ow5.0 6.64 3.52 48361 Q2,90 91.25 0,01 1B.O0 3.52 1% A3 Ai 0,29 0.65 0.25 028 5.0 - 1.53 48446 4B3 Bt 66.25 0.01 1600 1.. 1.03- A< A-0 COS 0.95 0.03 0.03 5.0 6.64 0.19 485.00 484.46 52 50 0.01 18.00 0.19 0.11 LD.347 RaeS/1- HYDRAULIC GRADE LINE (HGL) Appendix 98-3 LD-347 Hydraullic Grade Line Computatl9ns PROJECT: ioo SHEET: 1 VDOT Drainage Manuel NN long'. IMIMM 90' K=0.70 50' K=D50 2D K=D25 FINAL H=W.µ BR K-oSE - K=0.43 14 K=0.19 H=D35V2i129; H.= 25V4a/29: H,, = KVT.129: µ=iL-4-H, To, K=0.61 30' K=0.35 id K=0.13 MF K=o56 25• K=0.30 5' K=OOS VDOT Dranage Manua/ BV`P^. oG Soo.ao °UNy+o S SB "oC e8 wo.00 TOP or ps o+G INLET PaoPosEO DPM Ewsnnc caAOE CONVEai.o JU T 49000PIPE 4so.B9 4Noo 2 ti r re 4so.00 PIPE 05 470 0. 0 o♦DO o.20 0.40 0,60 47o.00 o-SO H00 1+20 H4o 1.60 1-Bo 2,00 2s20 2M0 2.60 2,80 STORM WATER LINE "A" SCALE: V=20'H - V=10'V �E ..•ram. nsine.np�w,sn_sn {\mil PDS-0 dpoinl precipl 11 Ire9uancy eaBrtutaa rdth BOX confldenca lnfarvala (In lncM1eslM1our)1 .tl JAI�--�-�-�� � { , JAI A 1I m' P ,) III ICI RE �I�7, FIRM 7eq v� w J • Lweawsl ,o4,40. !P ,00�:aN ika _. �tWP Ir __JN.. � tl wa eu:v r.�fm an•i s, Tnpwm Ic-E rBALc Aw EoyEn #}"�. O °O1� • s BABs ;\T AT b T �� E dA•• ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN 44 %- x 4- i-S EACH Lw I -c °Aw Lac I Zz NOTE, ' roWEI Ma£S PK9vpm TO PiONENr SETTtEB (t or N£� T EpamETr. �_ _ _ _ _ _ _ _ _ _ _ _ ALTERNATE DETAIL FOR FACE BLOCK DETAIL A (NOSE TYPE B) PLAN yy {"NBWLL SEE DETAL A J -�- or BACK VIEW END VIEW NOTES: ALTERNATE ALTERNATE NOSE DETAIL B BE FE104ED w Acca+owws mEs. T.wEAEo it.�DxrrxTa L A DET NET To BE iwulrPmE wm, REEeFN STANDARD PRECAST TOP UNITS a6 o BpB ♦A4xBA BEPIRTAFnT or trzu.SPp+TATgN BA SHST : MU©IME CARTER ENGINEERING CONSULTANTS Carley En,nc , CBn:ulnin,e, Inc. % 1 Mars Hill Rmd, S.i.2000 k ilia, GA 3m7) r 77o.7zs,zao F 770c7„Se]L14 Nm,g;neenng ne Z Q a K z Z> W 0- 0 -wu O W z WJj J x Lu O N N PROIECi NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA STORMWATER CALCULATIONS AND PROFILES EET NUMBER: 8 19016W4D DATE: 01/30/20 5' -4000 PSI PORTIAND CEMENT CONCRETE WITH AIR ENTRAINMENT AND WELDED WIRE FABRIC OR FIBER MESH S- UNTREATEDAGGREGATE BASE COURSE (VADOT TYPE I, SIZE 21-A) TOP TO. OF SUPGRADE TO BE COMPARED TD 95%DRY DENSITY, STANDARD PROCTOR. CONCRETE PAVING (Heavy Duty) SUPENPAVE ASPHALT BINDER COURSE IVADOT SIM 9.SA) W-UNTREATEDAGGREGATE (VADOT TYPE I, SIZE 21-A) / TOP 10' OF SURE RACE TO BE COMPACTED TO / 95% DRY DENSITY, STAN DARD PROCTOR \ ASPHALT PAVING (Light Duty) 2.0' SUPERPAVE ASPHALT SURFACE (VS 5M9.SA) 11� 2.UU'ERPAVE ASPHALT BINDER ' - COURSE (VADOT IM IM-19D]9.0) -_6 UNTREATED AGGREGATE IVgpDT TYPE I, SIZE 21-AI \�\\/iS\i/\\� \ / TOP OFSUBTORE COMPARED TO 96%DRY DENSITYY,, STANDARD PROCTOR, ASPHALT PAVING (Heavy Duty) NOTES 1. REFER TO THE PAVEMENT RECOMMENDATIONS WITHIN THE GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, LLG DATED FEBRUARY 26, 2D19 (ECS PROJECT NO. 03:13004) - SHOWN ABOVE. SEE FULL GEOTECHNICAL REPORT FOR MORE DETAILS. 2. IT IS THE CONCTRACTON'S RESPONSIBIUTY TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO CONSTRUCTION AND REVIEW THE RECOMMENDATIONS THOROUGHLY. 3. ALL SUBBASE ,CRUSHED STONE, AND ASPHALTIC LAYERS TO BE COMPACTED AND INSTALLED PER VADOT STANDARDS. ■IIIlllll�lll�llllllblrllll'IIII.................... A AND 11P1ER" GDMPAGT BLE / �D T ,O-TAT F_ATIG. MIN MIN WATER TIGHT CONNECTOR MANHOLE �1 ADAPTER ER DD TYPE Al NOTES 'A""' �W IilRuo Nr GNINBTuunoN. cDNTRncTOR PERFORMANCE rA+wlo�E �.sKR IS UNIFORMLY SEATED A%ouNo DIFFERENTIALBETTLEMEM „: E"PIPER DMA„HOLE °EVE r I II I I II I I I` I ...._. I I 3 s „� I I I I ••R • I NOTE: -- CAR ttASR RECLAIM SYSTEM 'TANKARD RECLAIM 3 TANK NDTE: n Nnmw•.•�Laerwnua.e� ISILB PeCwY slogl' FDft P-AR.) � FBSCKFII� FLFJUBLE �AVEMENi,N \ BAnAUNCN 2 'EASURES IS— BE TAAENIO PAEVENT MIGRATION OF NATIVE FINES INTO 11L MATERIAL. REQUIRED BLE THE CONTRACTOR SHALL EXCAVATE To A NOT LIL GG Bmeo"r "so�.,.IwaN:m M WIND THICKNESS SHALL BED UGG.) POP a']•E (tWi..aEReWmm): e' UNEYB FOR HOT LESS SPEC IFICAT'ON To ENGINEER. MAT ERIAL SwLL BEINSTALLEDAS%EauRED HASTM='o2R Ar EBTEDRION . 1AG.T.E1OPOFT AL COVER NBMAY ABEREQUIRED TOPREYENTB,2 TO TOP OF A"Ir NTS PER W UITS TO I MIN IF M_ STANDARD WATERTIGHT ONN T PADDTDRDENSITY KOR.NSEALBm%I PV MANHOLE �ERGD roaEOH� EOA . m MAN GLEDAP ER NTS CURB INLET GRATE, FRAME AND CURB BOX SHALL BE HEAVY DUTY AND 24-MIN SHALL MEET H 20 LOADING. �1 CONCRETE GUTTER MANHOLE AND GRATE DIMENSIONS SHOWN SHALL BE MINIMUMS. ROUND TO SQUARE ADAPTER CONTACT CIVIL ENGINEER IF WITH OPENING ALTERNATE NEEDED. MANHOLE STEP PRECAST RISER SECTION TONGUE AND GROOVE JOINT TO BE SEALED WITH ASPHALTIC MASTIC NONSHRINK GROUT, OR O-RING — PRECAST MONOLITHIC— GASKET CONFORMING TO ASTM C 36T 0 %PE VARIES . ammasm SECTION VIEW MIN I.. - AT o000 0000 0000 0000 GRATE SIDE VIEW GRATE TOP VIEW HOODED GRATE INLET NOT TO SCALE (9 CARTER ENGINEERING CONSULTANTS Grter Hill R Engw.g Genauid Irc. ]6B1 Alaes Hill d, Suite 200000 Watkivville, GA - I ZN.Z23,200 F: TraT2.1Z04 www.ca .nmgi�e ing.n. N QQ J z Lu > L1J g J a �O LU u p > Y J L1J z L1J C) ; Lu Q � O Lu v / W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: STANDARD DETAILS SHEET NUMBER: 9 PROJECT NUMBER: 19016W4D DATE: 01/30/20 -__- '� � -- 491.79 D S, A I ,492.30 r I I ` '--- `, I I 492 I ---------- ! I 492 \ _ I ------------------ 8"CONDUIT \'---r II l I I I ------ ---------- -_ - 5--____-__-�/I • \ � \\ it �� O I r • , ;c I • ---- I�w�ea ln+ I •� __ ------------------ ,-__ , I I BR 491.40 I -- --411 1r , �`, -- 491.39 �' -"'^- -____.. 491.39 -' i i _ - 491.39 491.39 14 Li:_ TR 491.90 •, TR 491.90 CO - NDutr - TR 491.90 - BR 491.40 '. B - PROPOSED CARWASH-- 4,231 S.F. 91.50 F.F.E. = 492.00 491.50 4 -- - __ 491 - 490 3:1 SLOPE -----_ --`- -- 489 - ----t-'----------- 214:98 C ----------- ------------- --------- ---_ ______- 487.00 a 1 __ __________ ` o p ff GRADING PLAN SCALE: 1" = 20' SITE PLAN SCALE: 1 " — 20' ACCESSIBLE PARKING SPACES, ACCESS AISLES AND PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES NOT STEEPER THAN 1:67 (1.5%) IN ANY DIRECTION. 0 0 c 14 CARTER ENGINEERING CONSULTANTS Carter EngineeCnnsWlnnls, L,c. 3651 Mars Hill R Road, Suite ]WO wan�s.ane, en »sn r TiU.R5.1}Rp WMno.ns.lwa ra �.mc�eed�s.� Z Qa J z CL s �- Lz w O0 � J a W O >U -J W z W t W � � o W f_— N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEETTITLE: ADA ACCESS PLAN SHEET NUMBER: 10 PROJECT NUMBER: 19016 W4 D DATE: 01/30/20 ONE SIGN PER PARKING SPA( SIGN 110 CONF TO STALE REG SIDEWALK BACK OF SIDEWALK SIDEWALK 5' X 5' LEVEL LANDING AREA. SLOPE RATIO RAMP CURB NOT TO EXCEED 2% IN (TYP. ANY DIRECTION `P RAMP SLOPE NOT TO EXCEED 1:14 (TYP.) SIDEWALK - RAMP Q CROSS SLOPES OF RAMPS SHOULD NOT - EXCEED 2.0% AT ANY POINT 5,0 MIN � P T' ISOMETRIC VIEW OF RAMP RAMP LANDING 5' MIN. PROJECTED TOP OF CURB GUTTER SLOPE 1:2 OR L S5S SLOPE Ya"/FT LCURB & GUTTER SECTION A -A NOTES: 1. HANDICAP RAMP CONSTRUCTION SHALL CONFORM TO ALL FEDERAL, STATE AND CITY CODES AND SPECIFICATIONS. 2. SURFACES SHALL MEET THE REQUIREMENTS OF 2010 ADA AND THE 2004 ADAAG 3. THE SLOPE OF THE GUTTER MUST NOT EXCEED 1:20 ADJACENT TO THE RAMP. OF SIDEWALK I" WDE STRIPING g 3 4' HIDE U W U W SWIPING ® OW WW �y 9" STRIPING O ¢ p ¢ OVAN 4" STRIPING 0 45' (11P) OFPM5 12J 2 COALS 0 45' (to) Q PYELLOW A.T1£LLOW l23 d PAINT LSDI �I I L 11' I 5' WHEN MEASURINGSPACESAND ACCESS AISLES.THE ACCESSIBLE PARKING SPACES, ACCESS AISLES AND MEASUREMENTSHWLD9ETW(ENFROMTHECENTEROFTHE PASSENGER LOADING ZONES SHALL HAVE SURFACE SLOPES I-TSIDE STRIPE ON THE SPACE ORACCESSAISLETOTHECENTER NOT STEEPER THAN t 50(2—) IN ANY DIRECTION. OF THE INSIDE STRIPE ON THE SPACE OR ACCESS AISLE. • CROSS WALK STRIPING PAINTED HANDICAPPED PARKING SPACE & SYMBOL NOT TO SCALE STANDARD CONSTRUCTION DETAIL HANDICAP RAMP TYPE I P/ApcpilIPE 11Wan ® vraNc ®pr urm W—oW LOT TT - O. GRgDE TO TN on TO THE PEP_ (ESIPEUILLLYON—LED gLVAn¢ED STEEL POST SET ae-(MIN) IN RPE BOLURD � w pg—PE—REPEA-11nDM80—C ok De am —CO.DRETE <emPOIREDCONCRETE f "HANDICAP PARKING ONL Y" SIGNS NOT TO SCALE 0 z a (9 CARTER ENGINEERING CONSULTANTS —Engin¢ ,Gvw- ,I— M51 Flan —Rued, 5oil¢2000 -tki...lk, GA NXe P. no 85.120D F: —725A1 z Q a Z I— C L1J > Lu a k L L- O OJ L I 2 O >U —� Lu z WLLJ J 2 o O LJJ ry 1— N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA SHEET TITLE: ADA DETAILS SHEET NUMBER: 11 PROJECT NUMBER: 19016W4D DATE: 01/30/20 I TREE MANAGE ME NTCALCULATIONS: 11 EDUIRIMLNTS 'Ell ee ReRERvinmenf ar blaeegve �°an pubh °JN. Bnrq wvaYw WI J l ee -n by on<nilo°°` an e< f nJnlsolr a A«� r. wPwnw ewey� rtl f Ih - ul r mwr Qv �(ao1/<rlamve)� ry wppm �! etlw�tw�knr�li ll JM p N eq e p q sMl j - � I pa,p r pann p m nvk Tan:l resenU sae Trees a 'tee l2aRxs/4p) rte TeesR ed �mridea wopabrppk 0 " e211631 ne.wa rM R33.63 / Sol ha, gepuhhtsrrzen When° rkinB orevelwpreesp lhvt Me Aeamrs rmnyreBvirre°amlw&p1 qaJ I reel bssnvxhePmmmum p/rwehel121 kan�nhr�Bnr ehend need gnN ehvghein vsrnpkmw.. (5Jfret vn wmer m nv/Mrvvr q)/e.nnn, pnB even mmxmnuxe Me p<w<rerm� Dagw ° am r51r« xi gPm;n� m rv,:•kn�Bnnm� Wgent 9 w hrrn wapp.da�an;e varU�Arta IandsuPe Regui urea olverraasp'rc Is1—Pwten1 wfwveep vM rchisvlv,dmwadwr d beraneamPean;m errs snrvns. Names11 P Ab a 1, °nez snrv6s rzvviree by srn;ms 32.1.9. s/e/dlrvbsone le) nw panted erwem v parking .rpene4wneinv wr Mr Arranarrer manre mwPre Me mm;mwn pyre mMAvpedarevalwaPv p 9a Square fen o-e.: I99a square Fees is%1 IanesoPr rza r•rp ,saB s4mre Feetlea%) mrgan vybea mmare pfsnver nrra anasnn,ea amanglmdver M (sl spa awmwr °err pw lest Pol paskkpspareswportiw Mnra/,f Trzrz w°rpee. raea_ bnrra vrarpMl3o/ID) 'e rrze inn cvrcnn mn,mu qnn! olpwr W frs, opy Re ng]sgaarz Feet ND%I tree ,espyI 31 sgvrz Frr, I..) o S,lare F<a, on0p,— lels3]9strumratloak 632Sgwre Fen Carmpyaea 1]136s Latewrk Elm wxsavare Feet Ca,wvrarn O),2s Tdens Mink ]S RI an, Fees Canopy Area 11, 11 O.P. MY- e6, snare Fen.-1, Ana PLANTING NOTES: a. e awIl sea klo uwn ahaOW an nerE gineennpuGF�E�iglracRp maY mob rNm 1 11°°tea 6. "° alNaaln aeaPPm.M ]. ramgna wdvvea. month my � svavm Iwp,, pee una_lh M. bap ngtl°9 e. pe pknn „we n N morec•dead wove •W. n• dC. vkenwluuued P nkw� w , gMmreN.Idw ( 1 g rwpee b— t WM + q w 0 ah win q pY rNalee q PAN 1 q q p � a1w and Apia q M ' amr n vgamn rot path vn yvva nB ganunB via. vaM araang p—in p . m anvld wales aka moon ppna. a pan mxrerwl Stull oe mu�krree ekes Y°`t xa nvwsa�gamine. wma a B d-th,rw zz qa d T—pcwlw Enmw«rre m gandn xlg+me ten apt seq. Mrvw Nv.eme.r 3, psailw:+weeslo wregamvgaee�euaeeaccassvrestnal lad nmakpn s, n inn tam�n eacop Iwae ec¢ reaurlky h°m Ina lac• gadwusle uq clmNgs W 2 n path kseve W �, Plam,eanmrn w�da�Bdan:°ntaar wdarnpanoea wen Eno peen allaAeMcpnanee. GENERAL LANDSCAPE NOTES: - bplan znallxmaimalned In r4mpliance wleh mumyana/w ItY IaMstape arainarce. All d1VUMM ¢round shall Fare e,evM corer or mvlih..W., emzing. 3T=ind In Plaming must b<Iniafrom injul cesrs, tlivau,nwMiDnal elsvNers one thin xaa aw, as aaroaase,eareaso�ml P a,mnm 1ha are eiaraare, amawwabMea a<a Pra,e eeae ahau br remwM aka an,wahe name aPecksm.aden,aM talwa,, as awephtni ll axecMe u nd Oe<MamatmalssNll be malntallw pope eva and shall p that b ,mom PPirp/eu, a enalshallnmbevsed.n. , t GROUNOCOVER SPACING B OUANTfTY PLANT SPACING PWfT SPACING MULTIPLIER (PIANTS PER BF) 2 1t]46 G' Is- St 24• 29 PLANT SCHEDULE 0;1 TYPEHTdva ©.. 'PANACHE SHUMARD OAK ALLEE 10E84RK ELM CHINESE PSTACHE 'AERYN Tfl DENTMAPLE TUSKEGEE CRAPE MYRTLE puenus shumvM,w, Ponv<he' id— paryrfdmra'Emer ll' P;slvYm<°rchwineEs Acer Rue*penpnum Aeryn Lvpe,s eTlremrolind_ Tunkegee LANDSCAPE SYMBOLS 0 HILL CENTER: NG OAK r HARDWOOD m ..... ...a®aa�a EAT TY i TO RE , AN. BE INTAINED AT, MATURE p r , \\ ®� -1 — �� ai1�/q �111 e IMf/ �r Epp r 4 r� y `® P. �(' ywnOyYM IJ / ® o r i i Q � YolO:t� — — - s■� • o� - -s' In1 0 07' PROP OS OE�►�*�.__ �T Taal T P.; -. (4)SPREADING IAPANESEPLUM YEW- (22) DWARF YAUPON HOLLY - (15) PEACH DRIFT R05E; U)'KAN,IRO' CAMELLIA: (3)'TUSKEGEECRAPE MYRTLE- � 4 a 4 BM - 214. M H NOT _-_ NO z EX DROP INLET EX GRATED DROP INLET TOP =48].I TOP={84.3' INV. IN=475.8' I INV. OUT (15- RCP) =4 INV. OUT=4)5.]' U.S. ROUTE 29 (SBL) SEMINOLE TRAIL (VARIABLE WIDTH) ENTMNCE CORRIDOfl NOTE: SMALLTO MEOIUM TREES CAN BE SUBSTITUTED FOP LARGE TREES IF OVERHEAD UTILITIES qRE PflESENT. SEE VOOT ROAD DESIGN MANUAL APPEN01%BDI-0) i • I it 1 I' ] (r _—EKSTINGTREETOBEFEMOVEDITYPICAL) — (3,150 SF) SOD -AS DIRECTED BY OWNER (5) SHUMARD OAK (42)'OENSA' INK8ERRY HOLLY /� (6) DWARF YAUPON HOLLY / (6) DWARF YAUPON HOLLY (2) DOUBLE KNOCKOUT ROSE (_ DOUBLE KNOCKOUT ROSE / b 8.06'15' R C. C.B. — S59'24'42'E LKISTIN'O UTILItt EASEMENT GR 985/7I7 MD DD 985/722 �I I I � Q 8 Q (1CUSF)'BIG BLUE -CREEPING ULYTURF g I It E DROPINLET OOUBLE KNOCKOUT ROSE NIV�CU FANARO'CAMELLIA EX JBOX (4) SPREADING IAPANESE PLUM YE W (1)'AERYN' TRIDENT MAPLE — (2) DWARF YAUPON HOLLY 0)'KANIIRO'CAMELIM (15) PEACH DRIFT ROSE (11)'NIKKO' DEDRW (3) TUSKEGEE' CRAPE MYRTLE (31'AERYN' TRIDENT MAPLE (27) SPREADING IAPANESE PLUM YEW 112)'SKY PENCIL' HOLLY 111)'NIKKO'DEUTLIA i I I 8 1 Know what's below Call before you dig dial 811 LOCATION MAP SCALE: N.T.S. DEVELOPER: W4 Derelopmenl 2500 Daniel', Bridge Road Building 200, Suite 3A Athens, GA 30606 Con[aR Greg D,Ba,ke, Phil— (706) 50-1151 ENGINEER Carter Eng neer ng Consultants, Inc. 3651 Mars Hill Road, Su ie 2000 Watk nsv Ile, GA 3W)) CDnt— Ii,ff Colter, P.E. TO. (T)0))25 1200 jeR�YD<arterengneer ng net Property LO[dtlon 1100 Rio Hill Center. ChadnEt ille. Nberma,le County, vl g n a 22901 rtel No.: "500000009300 CDnd'tlonal Approval ZMA19870000)and5DP 1988IRKR,1 Zlnng. PD SC(Planned Oerelapin-t SM1appng Center) IN— an This panel is subjett to the Following overlay districts: Airport Imp,a Area, En Vance Corridor, and Managed Steep 5)opes.l Setbacks: Front: 3&feet Rear: 204eet Sid,: 15-feet Proposed use: Carwash with associated utilities and parking PmPA'di Building Height 20 Feet Maumum Building Height GS Feet _jett Tract TOS acres Di -bill A,E. 0.99 acres Boundary and tapi,B,phinl Information obtained from Reld run survey by NUR & Proffitt dated Apt 130, 2019 Phone (434) 847-7796 Chia., Interval I,)Feet (NAVD 88) F.E.MA FIOM Insurance Rate Map Na 510D3C 0278D, dated February 02, 2006 nd.cares that the r rt slwatd in Zone% p ape y The underground utll't es shown hereon have been I«ated from field nfarmat on and exist ng draw ngs Thesurveyor nor eng neer Warrant/ that the underground ut lilies shown campy se all such M t es ni the area, either —it, or abandoned Thesurveyor nor engineer warrants that the underground tnhtm _M1 are in the enact local an Ind rated TM1e surveyor nor eng neer has physiolly located all the underground id tles It sth responsib Ityofthetontrattar to field locate all ut [es an" to 'Ohnn cft work and notify engn— f a di icrepanry Is found The conVano,shall verfy the nvert elevations ofall ea sting storm and sanitary sewer structures prior Io commencement of storm and son bry sewer UNDERGROUND UTILITIES DISCLAIMER nlormation re artl n th r uted r tl I f g g eep peuncGiae, CM1a,a eaisl ng nderground ut lVes and sisuttur<s related to unde,gr d I' i h w heron TM1ere rsat It&byth.he,ing IN, di this nh. I d h ge c ns dered n that light by those using thrs drari ng The I d Bement ofunderground unifitit,and structures related tounderg i' M1 wn hereon may bemattaateand atn tie: and SVlttares eel I a aande,erouna ut I ties not shown may be encountered The owner, his employees, h x cansultan,s ad Ns —battot/ shall M1erebr dBti.. y understand that the surveyor s not esp—ble for the correttness or suffrc enry of ttl's'nf—it an regard,ng the Underground th lit es and st—l— related tI underground u[ I i es shown hereon PARKING DATA Parking Required: emil=R,I'll /or Me first)7w thousand (5,GOEJ1q,.1j1v Ind =(1) spore per each Iwo hunmd (2W) square feel Il,elvrl soles wen above f—h—Find 15,000) squarefeet Flrpurpous oflhs pomgmph, ninon) sales ea'shal)be deemed I.be(11 eghly(SO)perrenl oVnh, prosUgw, yen we,e(2)Dt thquesl Iflhe aApltahl the octull retail sales floor is Shawn In.11a, tans sUbmlttedbynhe ding and derrneabng[he actual recoil soles area, wh ch plans shall be bnding as fo the manmum ,eta l soles area usd Retail Sales Area 3,]395qua,e Fee[ of Bolding 2,991 Square Feet Di Requred Parking - 30 Parking Spaces Regm,ed (Z,991/300) Provdd Parking - 30 Parking 6pa<esPmvded Handicap Parkng = 2 Provided(2 Required) Site Informailon: Total Tr-1- = 45,]8]1f 1.05 at (100.0096) Existing Impervious Area = 19,002 sf 0.44 ac (43.62%) Existing Landscape Area = 26:1855f 0.61 ac (SE.31 1 TDtal impervious Coverage = SVuctwe Wverage 28,611sr 0.66 ac (62.4-) 3,739 = Vehicular Coverage = si 0.09 ac 1.H.l)96) 2I,1910 D.Sl ac (48.6H%) AndAian Coverage = 2,500sf ED ac (05.46%) Proposed Landscape A,ea = 17.1765f 0.39 ac Total Wverage Area = 28,61L 5f ::.at CARTER ENGINEERING CONSULTANTS Cl C Rin-ong GnLvullanlx, IM. 36511 .11 Road, Suite 2000 W kirts 8)e,GA306]) P. m Ra.1200 F iN_715.In04 ' :, engineedng.ntH N z QQ J/� z CL I— J K Z w > ILL] n d K �O� O owU J L z L\LJ 0 / ctLU x 3 O O LW N I__ N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA >HEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 12 20' 10' D 20' 40' 60' �� PROIECT NUMBER: 19016W4D GRAPHIC SCALE TRUE NORTH SCALE 1" = 29 DATE: 01/30/20 PLANTSCHEDULE AYrL COMMON NAME CAL./wL. sPA B rrPF HrlsrF o �mmmlmrmmm PLANTING NOTES: t. Ml boor aM rodY al eaiaurq aM new Wlh nna bratbns prMm bl raFmM enY mnAida ro IRA kmsmpe erW'W, Ina wnvaCm wa m aerprwM mYbn wmp ma I'M d bw prgect 3. T."°.:, o°'e�.AlanYa � kw�ee� mear.wbwq,�tl, Tlmme�amaRal�tlbYDa'�r�l�a";�P�aAer�;l�'Iwma;�pl��°' Mwb...... alwMwr�em„mq aaa�lk�al marsmm. prp;,<L s. amYM s�e��n��aa:o�rardem,bk pro�aa mraaeaa narewapa mqm. qa�m spmlas orb be mm p1anN wpm �unWm o.waL krm. C� wm r,lea mim. hair dm.arp tmw Nmm. es appm.ea R.ubsbww„ sae EnN'�ay.w a�laner ree epwnr roamm i. wwpe� ml�ral xe�.ma.w�rrea. Dees al ne�m�L sre. wo- �. ��p is�ol pant sM1a M1yp m rm Amy maplme wlm unv=p, n mN nele In paw br a s'tootomre m e. slupng pe plmmak el0eed wooa� wdars. oaken a dames t pre amn+erewmes rq m FNmmatnuldbm Aare (aSNe base d ma awl seal M prepen4 eaposm br all gantiips. t Wept wganliw Balls came dannrg e�eaaMral cm 0 q qa � bro spat t - q q mcn same m W wloa am t pas wwri Nr t q k 1 t qu pan np qls ao iwl peandale orbs ea omwny. rmmYenm to pLarnm pw* q�gammp p Pam' �e . ITom al I.°'�°re;la a ITH wuk r�"iamno�pa �'wem�eq. AlpWl ma M pace Tort wal g anMn are wwkof l�lannngfl See p vrwg ae nqaa m µ,mo.emrany anar a a mas aamw by eaa, C.P.—M. 22. qam r.N m»r.wpn rorow'mloea. . sp�r`a: q p' mal,pq remora pm�mw.m.pm.aamHl-Marro tl.own I.Yb ea�m�area. sepl�mmb'n�mrom a aalaHLsapl. maw .mbar 2. mslagerapreeamrepab or redam gaeags a�0 aweswres oral FaBm maleaaH. wmmrwranm or grown wnn�n tamonms of subcmrwN Cmngebm. rabaresmwa. an o rn. eawglm aafaUs recJlRp loam Vm kGdmpwle �m,rea mdwemlww rae�agmap,.:N a.er. 2 arywma an ammearm�dadkge+e an Wan nmpamg Hans. In Paaeea cerkr q GENERAL LANDSCAPE NOTES: L pl,M nanA eatNaplaanaube m,mmlpeam mmplkam wnR cOPanaaa/m 2. ,mreaa yomaa nab wee emene m.er pr mekn anao.eras:,ee. 3 a. gammR must be �ree,mm mian. xns, abeau, AatdtlwaelsAreeu t eer«, �aaa m„a x at Awe abac w a: rp as:ere a reaaarmwe.apewtma m Nliry ab�tlam a lull peer s r amaaaw beams nta ae enpaope unw ana namabeeq akar.a tl debbsma e reewno,lefiree ak<ep�e°YB stet alma not be esee nawaY tnaM GROUNDCOVER SPACING 8 QUANTITY PLANT SPACING PLANT SPACING MULTIPLIER (PLANTS PER SF) IT .I, 5' M 1F, St 1S NOTE t. TIEEPROOTPROTEI STALLED ROOT BARRIERSWILL SINSTALLED PER EDGEO PANE MANUFACTURER AL ARE AT EDGE OF PAVEMENT IN ALL AREAS FROMWHERE TREESARE PLANTEDSOR LESS FRAMEXISTINGE. NEW PAVEMENT AND DGE BIN PER S 2. ROOT BARRIER SHALL BE FACED CONTINUOUSALONG PAVEMENTAND 3. MERE TREE SPACINGIS GREATER PLAN THAN IB, ROOT BARRIER CAN BE PLACED IN 20 SEGMENTS AND CENTERED ON THE TREE. 0 18" ROOT BARRIER BY'DEEPROOT, UB-18-; OR APPROVED EQUAL PROVIDED LYW HERE REQUIRED (SEE NOTE) ADJACENT HARDSCAPE/ 1 PAVEMENT SECTION TREE PLANTING AT LANDSCAPE 2-\,TREE PLANTING DETAILS iyrr = lr_Dr, REMOVE CONTAINER AND 11GHT11CPRII—H.T0 LOOSEN ANY ROOT BINDING LUTE NETTING REQUIRED WHERE SLOPE >_2:1� - a L I SET SHRUBS PLUMB SHRUB PLANTING ON A SLOPE SHRUB PLANTING DETAILS (1� A NOTE: 1. DEEPAGOT BARRIER SHALLBEINSTICANDON EQUALS LNG (SE IN51DE, 501LSA PACING (SET INSIDE SOIL SAUCER) MANUFACNRERSTINAL AREA AT EDGE OF PAVEMENT IN ALL AREAS FOOTBALL SIZE VARIES WITH TREE CALIPER FROMWHER EXISTING RNEWPAVE EN LESS FROM EXISTING OR NEW PAVEMENT AND TREE GUYING, IWROSCAPE. WI 2. ROOT BARRIER SHALL BE PLACED 'ARDORTIE' BY'DEEPRDOT OR APPROVED CONRNOUSAL—PAVEMENTAND EQUAL SIZE AN DETRENGTHTOMATCH HARDSCAPEVMEREMEE SPACINGIS SPECIFIED TREE, ATTACH PER MANUFACTO PER SPECIFICATIONS LESS THAN OR EQUAL M 2S. 3. WHERE TREE SPACING I5 GREATER THAN 2V. ROOT BARRIER CAN BE SOIL SAUCER, COVER ET TREE PLUMB -REMOVE EXCESS BURLAP WITHOUT 4" MULCH LAYER OVER - EXP05ED PORTION OF FOOTBALL DISTURBING FOOTBALL, EXPOSE A MINIMUM TOP 3' OF FOOTBALL NORTICULTURALSOIL - -SOIL SAUCER, S' MAXIMUM 18" ROOTBARRIERSY'DEEPROOT,UB-18-2, HEIGHT COVER WITH MULCH OR APPROVED EQUAL PROVIDE ONLY WHERE REQUIRED (SEE NOTE) -3" MULCH LAYER ADJACENT HARDSCAPE/PAVEMENT \ -FINISHEDGRADE -EACKFILL Ca a§ II 6" COMPARED FILL LAYER TO e§ PREVENT SETTUNG IF LOOSEN fILL DR NATIVE SOIL REMOVE IMPERVIOUS DEBRIS F FILL OR NATIVE SOIL SECTION TREE PLANTING AT LAWN FINISHED GRADE, HOLD DOWN 2" BELOW ADJACENT Illilllllllllillllllllllllllllllll l ll III 11111111111111111111111111111111111111111111111111111111111111111111111119nIIIIIIIhRm lPLACE 3.. MINIMUM GFMU— ;c 53�?•`r`:riFUf.`lL+?r.`'�i•'.ie`:vi?>).iz`:`vr`�`:zr'MIX PI -ANTI GSOILINTOTDP3' /i✓i��✓.chi.: or/u✓i./��`�I�/i✓.[-aLAYER OF TILLED SUBGRADE MINIMUM DEPTH 5URGRAME; FILL OR NATIVE 5011 SOIL PREPARATION - PLANTING BEDS F NISNEO GRADE, HOLD DOWN 2' BELOW ADJACENT PAVEMENT 5URFACES �IYIIYILLYIIIIIIIIIII IYYYIIIIWLI411111 TURF BRASS 500 2' MYER OF TOP DRESSING 5AND (AS DIRECTED BY OWNER) \ \ \ \ \ \ TILL SUBGRADE TO B" MINIMUM DEPTH IfE Rol IIII (= I.i FILL OR NATIVE SOIL ILL III II II_LIII II�IILI: L--III IILII ILL=III I�IILIIEaIII III -11 Ilf—II III�� II III II -1'F= II III II =11r11 I I III III- III-11 SOIL PREPARATION -TURF GRASS 3�SOIL PREPARATION DETAILS r = 1r_Dn BUILDUP AS NEEDED FOR LEVEL PMANTING `a GRADE, COVER WITH 3 TRANSITION R GRADE COVF0. WITH 3" MULCH LAYER 3" MULCH LAYER I FINISHED GRADEI 3" COMPACTED BACXFILL LAYER TO PREVENT SETTLING HORTICULTURAL 5DIL LOOSEN TOP 4" OF FILL OR NATIVE SOIL FLIT OR NATIVE SOIL SHRUB PLANTING AT LANDSCAPE BINDING 3" MULCH MYER PSETTG—�"�'=TIITIIHNACIFILL (AVER iO HDRTICHUORALSOIL r Z oIIIIIIIIII II III-IIIIIII LOOSENTOP4'OFFILLORNATIVESOIL I fILL G o OR NATIVE$011 0 uuP 11uu- uF O _ o f 2a �c 5ETTREE PLUMB L.�—SET TREE PLUMB 13) 2"SQ A 3- WOOD STAKES, EQUAL SPACING SET INSIDE SOIL SAUCER Z"I 31 A 3' WOOD STAKES, EQUAL SOIL SAUCER, COVER WITH MULCH SPACING NG (SET INSIDE SOIL SAUCER) DOTRALL SIZE VARIES WITH TREE CALIPER 3E 0 TRALLANDMULCHRING, TREE GUYING, _ SIZE VARIES WITH TREE CALIPER 'ARBORTIE'BV'OEEPROOPORAPPROVED EQUAL SIZE AND STRENGTH TO MATCH SPECIFIED TREE ATTACH PER TREE G UYING;ARBORTIEBY MANUFACTURER SPECIFICATIONS 'OEEPROOT OR APPROVED EQUAL TAPER SOIL SAUCER SIZE AND STRENGTH TO MATCH INTO FINISHED GRADE SPECIFIED TREE ATTACH PER SOIL SAUCER, MANUFACTURER SPECIFICATIONS GRADUAL SLOPE TRANSITION i0 GRADE PLAN COVER WITH 3" MULCH LAYER, PLANT PEP PLANS e� P� 0 _ 0 a REMOVE EXCESS BURLAP WITHOUT N DISTURBING ROOTER, EXPOSE A MINIMUM v� a ° TOP 2"OF 0.0OH51DE OF WISHED GIODE ° I r9 HIGH SIDE Of FINISHEOGRADE ° 3' MULCH LAYER LEVEL PLANTING ZONE, 2x ROOT TALL O EMOVE EXCESS BURLAP WITHOUT 501E SAUCER, A DISTURBING ROOT&1L4 EXPOSER GUILD UP AS NEEDED FOR LEVEL PIANTING MINIMUM TOP 2" OF FOOTBALL ZONE, RA GDUAL SLOPE TRANSITION TO GRADE, COVER WITH 3" MULCH LAYER TURF GRASS, HOLD BACK I8"AROUND TREE 2 6 TURF SOIL PROFILE, SEE STANDARD DETAIL 9 _ FINISHED GRADE " - B" COMPARED FILL LAYER TO -jiT- —III PREVENTSEMING BACKFILI e§ �� IIIBUTE NETTING REQUI RED rIIE� WHERE SLOPE 12!1 B- COMPACTED FILL MYER _ FINISHED GRADE 1=1 TO PREVENT SETTLNG - -� ILL 1 -L HORTICULTURAL 501L '- OOSEN FILL OR NATIVE 501E-- III-111-1 REMOVE IMPERVIOUS DEBRIS LOOS EN FILL OR NATIVE SOIL Al REMOVE IMPERVIOUS DEBRIS I FILL DR NATIVE SOIL oorVextb to u0 IIII IIII I- III OR NATIVE SOIL EEGTIOIN TREE PLANTING ON A SLOPE SET GROUND COVER IN STAGGERED ROWS AT -+- - SPECIFIED SPACING, MULCH ENTIRE BED WITH 3' DEPTH ADJACENT MULCH l \t PAVCMEHT 3" SEE PLANS MN( MULCH + sy4�1 / T +�J +_ _J STAGGERED ROWS SOIL PROFILE PER DETAIL 'l-+ 1\LJ +i� 1 ( l� THROUGHOUT BED EG - / TYPICALON CENTER gMENSIONA55HOWN NOTES: � ON PLANT LIST LOOSEN PRIOR TO PLACEMENT SEE PLANTING PLANS FOR SHRUB AND OF PLANTING SOIL MIX I GROUNDCOVERBEDAREAS. -�T"LJ - Z- 2. ROM SHALLBE STRAIGHTANDPARALLEL. GROUNDCOVER, GRASS, AND PERENNIAL PLANTING 3_-GROUNDCOVER DETAILS err = lr_DN CARTER ENGINEERING CONSULTANTS GNar Engintt+ing Gneulmn[.s, Inc. 3F51MnFDUA306 bite Z11IX1 watEw.B1e, CA BoSn P: nB.2zs.Izro F: T/0�.1209 www. enginmring.rnR N Z Q Q [C z Lu W k L O Q J 0 > B J W z WJ W 0 3;7 O 0 O W N N PROJECT NAME: W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA LANDSCAPE DETAILS 3. SEE PIANRNG SCHEDULE FOR GROUNDCOVER I SHEETNUMBER: SPACING AND QUANTITIES. SHRUB & GROUNDCOVER SPACING 13 PROJECT NUMBER: 19016 W 4 D DATE: 01/30/20 Statistics Description Symbol Avg Max Min Max/Min Avg/Min of �$f U.1 U.O - U3 _ ILL - 0.4 - OS a -0,0 O.0- ---- 0.0 Bo 00-- - - eo 00 - 00 DO -- --- U.0 Plan View SCBIB - 1' = 16' •o� 0A 0 -ITS 0.! Designer Adam Gmle' to Scale wing No. LIGHTING PLAN NOTES EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP THAT EMITS 3,OW OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED ORS IFUDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM —CENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE. "QLTH n," ES CARTER ENGINEERING CONSULTANTS GShm EnRHB]R. Cuneull0W In.. 1Man WB Road,,1 2000 Wa[kvuvillG GA 306]I P. ]i0.R5.1" F: ]]DRS.IMN www.Cul rngincerinsncl cn Z Q J z l'J Lu > Lu 0- 0 ° ° w O >U —� W z LJJ Q u W >�> E > Lu H cn PROJECT NAME_ W4 DEVELOPMENT CHARLOTTESVILLE, VIRGINIA OUTDOOR LIGHTING PLAN 14 19016W4D DATE: 01/30/20