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HomeMy WebLinkAboutARB201900127 Plan - Approved Minor Amendment 2019-11-18C®-101� SM U. W HOLIDAY M �1 G, 2�y`�'- / IP 00-00-00-05� ISC EK ACHTCLINC OLv IPIryCOMPANIES D' K 1P¢GE424 90 <; ,f ! /f EXISTING HOLIDAY INN w\ MR-53 •b\\ f j '�' 8a t \ f e ! \ j i 100�/ 150' � a US INTERSTATE ROUTE 64 VARIABLE WIDTI-1PUBLICRIGHT-OR-WAY \ `®. � �•�I`IY TMP 2TN5200 LLC s CITY TMP 21B051000 5TH STREET STATION VENTURES LLC `.� INSTRUM ENT 20150004,1 65 •\ ZONED: HW 00 �o \ CD `� \ REFER iO GHEET G301 CETA.ILG TSE , _� a.. � --"'�0 F � b j j j 1 j+0 x j j sj e �j �j �f j 00 / r r / Litt r t COUNTY A TMP 076M1-00-00-00100 FTVINVESTIv1ENTSLLC DEED BOOK 4278 PAGE 243 / > ZONED: LI 5.699 ACRES ,/V.op i 4 /! , rrf I f8/ /A �lj r 14 / ' •ts i s GENERAL NOTES: 1. THIS MINOR AMENDMENT ONLY APPLIES TO PHASE 1 OF SDP 201700012. PHASE 2 AND 3 AMENDMENTS WILL BE SHOWN ON OTHER AMENDMENTS 2. STEEP SLOPES: ALL STEEP SLOPES ARE PRESERVED SLOPES ON THE PROPERTY. THE IMPACTS TO THE PRESERVED SLOPES AS SHOWN ARE PERMITTED THROUGH THE PREVIOUSLY APPROVED SPECIAL USE PERMIT AND REZONING FOR THE PROPERTY. THE IMPACTED PRESERVED SLOPES SHALL BE TREATED AS MANAGED SLOPE, PER THE ZONING ORDINANCE. 3. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USDC 4. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 5. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT 6. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS 7. A KNOX BOX IS REQUIRED ON BUILDING A lamp DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WATER VALVE WM WATER METER FFE FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE PSL PARKING SETBACK LIFE PP POWER POLE SCC STORMWATER CONVEYANCE CHANNEL -- ULD --- ULTIMATE LMTS OF DISTURBANCE -- TP ---- TREE PROTECTION FENCING -- FHOD -- FLOOD HAZARD OVERLAY DISTRICT TBR TO BE REMOVED TBA TO BE ABANDONED IF IRON FOUND ULD ULTIMATE LIMITS OF DISTURBANCE CRITICAL SLOPES PERMEABLE PAVERS SITE DATA SITE PLAN NUMBER: SUBDIVISION NUMBER: SPECIAL USE PERMIT: ►I !l h11►[#� OVERLAY DISTRICTS: LEGAL REFERENCE: SOURCE OF TITLE: PLAT OF RECORD: OWNER JAPPLICANT: PROPOSED USE: MAGISTERIAL DISTRICT: BUILDING AREA: BUILDING SETBACK: PARKING SETBACK: PARKING SPACES: PHASE 1 REQUIRED: PHASE 1 PROVIDED: LOADING SPACES: 2�1 �000�� MINOR SITE PLAN AMENDMENT FOR SDP 201700012 SUB 201700076, SUB 201700077, SUB 201700078 SP 1999-00059, SP 200700063 ZMA 2012-000057 5TH STREET COMMERCIAL — APPROVED SEPTEMBER 14, 2016 — 4.35 AC (HC) PORTIONS OF THE PROPERTY LIE WITHIN THE PRESERVED STEEP SLOPES OVERLAY DISTRICT ENTRANCE CORRIDOR, FLOOD HAZARD, AND STEEP SLOPE OVERLAY DISTRICTS. A SPECIAL USE PERMIT WAS APPROVED FOR THE PROPOSED FILL WITHIN THE FLOODPLAIN UNDER SP 1999-059 & SP2007-063. TMP 07600-00-00-58AO DB 4278 PG 243 DO: 5013 PG: 259-264 FTV INVESTMENTS LLC 943 GLENWOOD STATION LN, SUITE 101 CHARLOTTESVILLE, VA 22901 COMMERCIAL/RETAIL & DAY CARE (SEE PROFFERS FOR ALLOWABLE USES) SCOTTSVILLE PHASE 1 (BUILDING A): TOTAL GROSS ® 9,500 SF FRONT MAXIMUM 74' 10' FROM PUBLIC RIGHT—OF—WAY 5.5 SPACES PER 1,000 SF OF GROSS FLOOR AREA — (9,500 SF/1,000)*5.5 = 53 SPACES 56 SPACES (THIS INCLUDES 3 HANDICAP ACCESSIBLE SPACES) e - - + « Am WATERSHED: THIS PARCEL IS LOCATED WITHIN THE MOORE'SCREEK DRAINAGE BASIN. 0) WATER SUPPLY: COUNTY WATER SYSTEM SANITARY SEWER: COUNTY SEWER ® N `- 0 •- BUILDING HEIGHT: THE MAX BUILDING HEIGHT PERMITTED IS 65'. THE MINIMUM STEP BACK REQUIREMENTS FOR AN STORY THAT BEGINS ABOVE 40' IN HEIGHT OF FOR EACH STORY ABOVE THE 3RD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS - PROVIDED IN SECTION 4.20. PROPOSED BUILDING HEIGHT SHALL BE LESS THAN 25'. F- L r z EET INDEF 2019000 Purpose of This Minor Site T D FOR SDP 201700012 I= � M o LLJ Plan Amendment 1 COVER (AMENDED) .. ( � � o C-001......... COVERSHEET 1. The purpose of this Minor Site Plan Amendment is to improve 2 ........ mart GnAT7�T PT(1ATI. �! 7qT AR(iT TT TI�AT 1?T A AT (AMENDED) LLI a � the Phase 1 parking, drive thria C-101...—... EXISTING CONDITIONS & DEMOLITION PLAN p 3 ......., (AMENDED) 0 0 c°n < - C�201. SITE PLAN lanes, 10 proffered travel way, landscaping, .d lighting....... 4 " (AMENDED) ( ) C-202 ........ GRADINGPLAN 2. Refer to SDP201'700012 — Final 5 ........ (AMNDED) C-203 ........ UTILITY PLAN site Pura for 5th Street 6 , .,_ (AIYIENDED) C-204 LANDSCAPE PLAN Development. 3 M° Sit Pl t f 7 AIVIENDED C-205 ........ LANDSCAPE PLAN a,or t e an en xoerx or phase 2 will be submitted alter .. (AMENDED) C-206 ........ PROFFERS -AND CONDITIONS appndment of this Minor Site Plan 9 (AMENDED) C=207 ........ ACCESS & DRAINAGE EASEMENTS 10 ....... UTILITY NOTES & DETAILS � C-208 ........ UTILITY EASEMENTS 11....... (AMENDED) �' C-301........ SITE DETAILS 12 ....... F " .' (AMENDED) C-302 ........ SITE DETAILS 13 ....... 5TII STREET IMPROVEMENTS C-401 ........ STORM PROFILES 14 ....... PROFFERS AND CONDITIONS C-402 ........ UTILITY PROFILES C-403 ........ DRAINAGE CALCULATIONS C-501........ LIGHTING PLAN C-502 ........ LIGHTING PLAIT C-503 ........ 5TH STREET IMPROVEMENTS C-504 ........ SWM COMPLIANCE WITH WPO 201600082 CM�A 2 VICINITY MAP c—Oo SCALE: 1 "= 500' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION JALBEMARLE COUNTY SERVICE AUTHORITY 1.4 124 0 LU F- C v wH-H SHEET NO. ff 0 SHEET 1 of 19 EXISTING CONDITIONS NOTES: ,r/v A 1. THIS PROJECT'S STORM SEWER OUTFALLS WITHIN THE FLOODPLAIN LIMITS, BASED ON THE APPROVED FEMA MAP REVISION FOR FEMA \' / o �- �' %' - 20' 0 20' 40' 60� ��� MAP NUMBER 51003C, PANEL 0269D. �• J� i % J o� �a 2� 2. BOUNDARY WAS OBTAINED FROM PLAT BY MERIDIAN PLANNING GROUP, LLC RECORDED IN db 5013-259. ��� �/' i ©� \ SCALE: 1 "=20' \ M o 3. TOPOGRAPHY WAS PREPARED BY JOHN MCNAIR & ASSOCIATES CONSULTING ENGINEERS AND MERIDIAN PLANNING GROUP, LLC. THE SITE IS CURRENTLY UNDER CONSTRUCTION SO TOPOGRAPHY COULD NOT BE VERIFIED AT THIS TIME. ©�3�� 0-6 4. THERE IS A 100 STREAM BUFFER ONSITE FOR BISCUIT RUN. THERE IS ALSO A 100 BUFFER ONSITE FOR MOORES CREEK WITH AN �c, Jeo Jam/ v ALLOWABLE DISTURBANCE WITHIN THE LANDWARD 50' PER SP 2007-00063, WHICH WAS APPROVED BY THE ALBEMARLE COUNTY BOS. r �• Lr� -o --. ( o \ �'� mac., /X mu ' `�' act 114,77 �� tiNz q, ! (\J tr V) 100 Ab 00"- m Gj m m IV J1F /% '�,,f} \ f \\ N, \ / �j �p Fr.q i.5 r✓ / ,- off'/ - 'k•9l! -- . `- -. ---- a"'_w jf d .,..� \+ _ \ tV W 00 100 EXMN1 - -- ---- _-l ` ACC IIB ' � -. �• �� � � � Js , e � � � , - ' �����' ' -/ EXISTING TREES00 ' � , %� \ � �,,�: - _, •`�-� _ _: - -- -- --- --� - __ __ _ __ ` -_ _ � � .~ � � TO REMAIN ® J� o! 24"/H DPE�" �+ ^ - - — — — -- --•-n `; - - --- i �,� °� 040'`'� e /`� j :,�`o�' ' / %" EXIST, 8' PUBLIC ) \ _ -�. = _ - _ - _ ACCESS EASEMENT / , �, ___—= _. �' co co 0 fen, give \ V �lf� / / �J [ram t >�� r e� / / / ��' ! '' S rr ','®J ®',~-9_"►,. p--q EXIST. 15' PUBLIC a ACCESS EASEMENT PP / a f - / S 'mod 1 IDB 65 ING 8'� DIP SANIT ' EXISTING TREES I I �' %' EWER TO�BE ABAND /" ''_ m �� ' �, '' ,• a f I i-\' (TBR) y L REMOVED,•�AS NECESSA CONTRACTOR TO ABANDON EXISTING FIRE HYDRANT o LINE AT THE WATER MAIN IN ACCQRDANCE WITHG� V' �� a % m m m ��+ / / i �' / . `� \° ' ,� ASCA STANDARDS. CONTRACTOR SHALL REMO / / a �}l. a EXISTING FIRE HYDRANT. SEE UTILITY NOTE #1 ADDITIONAL REQUIR} EA' A9t� C:\ / m Jib TBR \ f % ; { / % / ; \ \ '^• / i Fire i -Be�hmark \ ' I i e % ` -,_ !� �y c\J\394 G ,� { { i f \\ / / / l f ;' \ \ \ a + PORTION OF EXISTING ,,90 EASEM T TO BE Ex. UP l \ \ VA TEB 04 (TB 4 { •� lb LLI / ?/n b 1. m nl �� //' -- --\ G� ~\ 1 } ` ` _ // i' EX 3 wm \ / if �q �j - �� �{ jj ��a'' - -- -- \ �. a z uj 19 kX STIR f / r / \ \ EXIST. VARIABLE WIDTHPRIVATE- lb _ _ — - - °� -- — --- A - /y � . ` \\ - EX PAVE �NT ®\ � /' / - ' � t. � I �- � - ti ,I / ® � � \`(T\ 'INGRESS EGRESS ACCESS EASEMENT /f - f DB 5013 265 -' ' i ! 1 I I `�° Ay CID °®� i Ex SS -49 rP (TBR) A, / _ EX D \\ C yt - El `-E STR- E T. V RIABLE WIDTH PR I�� , a�' ��, i t � = - � � f� ''q / �+ I SS RES ACCESS EASEMENT w CO t Lo F- Ld �/ EX PAYMENT �•/ oe, ,_r � � � � � I -, � n �n iAR) //a % � SHEET NO. / EXISTING HOLIDAY INN O // \ " .;� `\ •\\ ® m°� / i f � ' SHEET 2 Of 19 FILL NOTES: ]9 1. ALL FILL SHALL BE PLACED AT 95% COMPACTION.� A 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF /r; r ®•'/ 2O' ter/ 20' 40' 60' SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE / �i Grp / ©: fi,p� COMPACTION OVER TEH ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 30304. ,� /,' � v� os ,�• r ,' / --' a .,� � SC�iLE: 1 "=20' � � � � � � z 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUNOFF AWAY FROM o; BUILDINGS AT ALL TIMES. r �` r r tip' "'� m 4. ALL SLOPES STEEPER THAN 3:1 FROM FILL OPERATIONS THAT ARE TO REMAIN FOR A PERIOD LONGER THAN r 12 MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. 5. CONTRACTOR SHALL INSTALL VDOT STD. GR-Z ALONG THE RETAINING WALLS IN THE VICINITY OF THE����� PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. 4 /` ® /i `� 6. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING WALL '� o� ELEVATIONS, WALL FOUNDATION ELEVATIONS, AND POSSIBLY WALL CAP ELEVATIONS, ARE NOT SHOWN. "` „' 7. FOR CONTRACTOR BIDDING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW " sp %' % �. /=' O f m o li o � = SURVEYS AND SITE VISITS, AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF ® �+,, / ,yoF ";lf f' \' N Ln sn TIME THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY ® f °�` �' do �' "� SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED.ME DRAINAGE NOTES: �i m m 1. A MINIMUM OF 1' VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. , -' �o ,J ' •.';.ayr \` f j `` m M 20 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR - ,. r v�' . rr •. �" �, o,- .� TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED � . un w ACCESSES, CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE e J �� �, f &�+4:=a'.; U TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. /'� �" �� '' il� '� f 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE ✓ f �� ' i \ ° f f EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. °r v� THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULA11ONS ARE MET WITH THE IMPROVEMENTS. a� i ; :..:�' - - --- __ - __ - _ -- _ _ a,,0 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. J� ; , op /!` - --- - � -- - 31f_�t'8_ THE CONTRACTOR MAY SELECT A ,, ' / \ r" / -y s7 R �! " T ; � 5. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CL.11l RCP MATERIAL, s vp ;`° r/ _ �i DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN ' � * / \ q- -! 1 } 'R,q�O� - ___ _ __ l�l� ►P-4 ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. �; a , . " a;g % `� _!,_ ? _ ,__ 'M E poo EXISTING TREES_cm o / r /.;� ,�� TO REMAINco C r� 4, eo r r �®C TW.82q '' / Y' u u %i .; ` _ 1 �- • � ptCyyj; z o ✓� EW RETAI LL �P�, EW 10' PROFFERED TRAVELWAY--- -_ REFER TO SHEET C-302 DETAILS 7 & 6 1` TC9 2.10fif Cf�%-p "' r r "t--• U�v •$R�' C) ` `- TC92,--erg it TC92.33 / :a : i . �, 1.88 TC92.30 �, j TC93.1 aJ���T�.92.40 r-2 /SIGN TC92.3 , St + � I PATIO TC92.50 S�®e e °" /l� 90. j i { � I :,�:•` ,' 92.50 l:,.> TC91.40 G'�a . TC89.50 / TC f P 92.E TC93.1 /' `ti i8 r- l /P92.2 L} TC89.60 / .,•=.try ,-TG>91.�aA°,• C92.3 ..3�:. T 2.20 �°' .,a Str-'i4. � TC/F'< 2.54 A. b f TC91.25 \ gar \ �,' :�. :?p, r TC9`2.-0/ ••. / TC/P.i!! •8 O 4' '! ' �/ ' 9 ITC95. .P�;" °` °•' STOP f ,:'.- °t; t i '. IGN ' r ca A84.' e TC91.33 / 1 ! TC92 `� a: 'ry � : I f}`R- }q( _ w `yam, `•` I J d. M� i J A n p't 1 VSV.5O \ ) V C89.90 TC/P$8.6 ,� ,� _ !! TC89.70 \ i !! E RE A NG WALL ® N �.. t s • BUILDING L D I /� ` o. ,...,p: NEW ERMTIO EABLE AREA `� / r�121.3 / C_ P92.54 c f AX EI Y 4 r � ` ; •'A, i -, •" F ( E � � ® %, � �`rc ! TG/P88.30 °�, fC91.26 / I ... T,,0.10 `:., TC88.70 PAVERS �\ �L911 80�/-TC92.2 & a F \ TC92.5 �� / r , / ; / / �, f • : MH6 TC9111; M �` . \ \ / 1C/P89.40 "� '� '` �- U) TC90 6 ° TC P190.28 / 1 ::, : p ` \ �. / / TC/P . 40 W89. - z w TC90.5 :. - \ - TC88.7 ` - / LLI z OL TC92.29 0 75; EX 3'� VVP� /11 / ° .:� �: • ` ` f Str-4 B $9, 0'' = op ' r Mf13 `` \ 1 \ f `� VY=91. 5 - �� ° C&5) t cn /` TC90.$0 c T 43;5o TC9l 3 te2 a O '- -$9.75 STR- a2 �yti O, ��� ` - �C92.50 ,�'� _ 9 70 /r ' 39pTC92.50 RETAINING ALta' l .2 �� � -MAX HEIGHT =.2:Q` ,� - -- - - / ij - / Str-1t ��� EW RETAINING WALL` ,' ` 89.4,C% f 1. .'•;• ` TC90.2� MAX HEIGHT ® 2' / / �/ C89 j .9 / r `"� _ // f / `'� °� • e`a •+, \ ® \ ,: e .a TVV=392. (� �' ,,loll E� off / \ \ 0.07 TC9�?.�7 C92 50 - 2.20 j • �� V - - 9 2.550 f -' T 2.50 15" CL.111 �P Str-6. / 1 0 TC9 0 / ® , ;�.I TC90.60 .,, ti "` \\• 9//_J`(rE C90.7 TC�0.70 C90.5 Str- \TC�92.50 TC89�56 / f / STOP TC9 .8C1\ I / EX kfH D -SIGN" LO bi TC90.50 �f/ % ® 386 - � / i - t- �i `E STR- �� TC90.�fl 91.51 TC11.3 ` ` \ / IGN f f o w fy SHEET NO. / TC90.76 s'� u EX STR-53 4 CIO �t X___________ X-- x- x Fence REFER iU SHEET C 204 COUNTY TMP 076M1-00-00-00100 FTV INVESTMENTS LLC DEED BOOK 4278 PAGE 243 ZONED: LI 5.699 ACRES -EXIST. SW M FOREST AND OPEN SPACE EASEMENT DB 4954-732 0 C14 0 0 D-- f (n of � 6i � 5-: z o 0 < Z a MEN i ( -- a -(,//, Otivirial Pruffen Amoriftant PROFFKR STATEMENT HUguins 6CgJWj1Uhits W= AMA No 20120007 9'aax adfidbmwNull Ter P 070"U-00-WSAO, mild wa irt, of JIMP W1W And AtuKhmot A Zadu 11C lb#ftite, vommmidl III lir 11411hLM comumvial Qgur IAHLCAW FTV 111%untifunifi, I'll C fi virunilu 11maw lwhdlty cunitian) avirifirite lin1w 1101114 tmphny' tithe 0"ar (lite 4OWnee) Of TaI, No 201201W7 4i projtef kna%v fait "S"' Sirgot Dciv1i*i=t ;thou P:olo"). Punwimi w 'Wiran 33 ortivii.AlburnarIc Coder tyZornij Ordbotoce (Mpler 18 of tho Allienw0c (lowyCodc), the Owwr ho-rok. voluumnly limMm the mAittrina iistud belm. 1011ch Afill Nairrillodic thip Nopedy1rit ifirwrinO loft ^W1110 ovo Uwwwlltonit xulhurhwd u4nWo* at Ibv (hynar Nr WN r"NfR;r Sisitualent mint toofteortwuyahall bolnthaawml STRUT Drvil-opoli'm APPlivajoN PlAW 4" Decom1w 9 2013 ON UrAmod and luot rkyj&4 JW) 29,2016 prW, fod by Collitm,rriq= (IlAirultififtor am �Iconeoplwl plaw) At 4 �ho Duvvior ixfThmmul alaiZixuug A minvaratur Minor awditcalictu teethe 0,W) arid( MWWO'W., Vo, it"Na Ardill"Itral ROVIOW Fkard whh At Flood lja?*r4 (7yorloy District 2 Ut ons of tho Propvtty skull Lv hindW to, ihm lUtvd In Utochmont 11 I Vehiqukrxemw RoM 3" Stircut to IN, YrqlM AW tv pmvidod Via E ihamd eximci. vnth finssn1mricelihall he modified tabo wird tiff felt tum nisivi'mums fh1m SO" sirvai taid right-InInghlow traft movorrients rin]) wt Qwwii M and will I WAW 36 publia um W'0=0 5 112), 31 14CRPOM =tWUVIM tomilitumfuns Auld Illipomy mstrIMIMI amp yatdo (Ivrvmw 51 H) 31 39 40 Twilwitry uwvsideritlal inallito hornas (mritrai= 5 91 41 41 Inik"t 411,1100 f4oibil" 43 44 Slournih%tia piano aril 3f (WAIAW 610WA On on air"Od f4*1 000 plan Or IM41YAWI) plot 45 I)w I jin4 I W 11 pvrmad inn-k%4 "i-vigu fimhlta(mrcmft 5140). 40 Njorwyant" 47 and 0MAIA141noml dt*g not 090"d 4,000 sqttal-L" W1 lw,*Iw, Irravidtid thm the viviss floor AMA or thv L%tubliAawt inay 4)kvxd 4^ aqviao feats W 3tito hy efiacwt exo*lon opl)tovel by the hotittl or xuperviun 48 aWJRtqWu;4 Wr amof 1110 I, pin fl VM01 nthni. dm MI'tuxcd 4,00 *quo N tut per *11t. pmvidw Wal lira im" 110or wsw or tho alAhliAmcrit may cxmd 4" ftqwn feet per site by PrAmial ex*Mhnn opirrovind by the IMW of WMvism. mant deer, nl40 grmfloorwuvfthevdib wu,W 4 DOD ifqtwro Jhzt W Rite, pravitled Am the grw floor im orilic (moblIAMem my emeacd 4 ON squitfo 14A Tw 41W by spooial "option iq"rycd by the bowd o rwpmwr#. 10 bait lltaria Ia ludo (mlbivaoa 5 160) (Add ird 3-2-14) 24 2 2 ItY S11110AI 1J6r PFA.M11 Thip following um WWI be fi=ittod by spwlid utiopmriji In thit 14C dratna I Commeralul mareation "Uhlithmmd I"aludi" but M limilad to mummit ocallam. howhilA alWya, pool Balls Wo darm balls Solun; tailik,irrilos turd Y",d urgee, w7m=farlwo and kotpal (idampa 5 111) Ali), IZZ laid ommmalcubmw4lummimi on facAllilcy (rdercnim 5 112) 7 11tigglaI& litmirlis lurifffea, Wilvatolicent, tionm (tvilmum $111) 8 Au*urj houm, ti un IM such ow are vilwWwo P"Wod fogy :this Aftilon. Mir pro-11 1W 1"'laIniloft 18 0. rairldontlef - K- 15, m compham With ragnianons got lbAh thtruln. 10 Cs"ll clet c 14 I'tatmol 2 - I n4mr 0 a I"f ( tv k, 0 two 3 11 Wd jWkIns w"lurm (wilcravc 4 12, 4 141) 12. 3-2114) 13 Um pwrilillad by right, not nrvtd by public wAlor, mwiving w#w am, mpUan vuwding kuy bWtdmd (40).011ma per aketaork, W daY Wall ptimettod by 4% W1 wyed try publIc Imm inwilvmS artinilpmW diodwrltovi' alip triter than dortnWAO mugiva. 44 WArahmw dittos not pomitod under "Ion 242 1 fturv"- 9 4 IS Animal Ahultof (wrWom 51 11) 15 rICW III pmorral WIMIM Refv)w f"whilub (1VrftN'WA' 1140) '4W vo Improwmaits #Wwri an the first Picot sIW 1 Thv *won SKI aw MI. cmutom to the CaWY for' the P=jtivc'"I Carnicallon"as pl= The Clww ahW1 proy* ibr in addittand 8. Intammdon Wdingou tpdhvr cotm Air It into an the remitander W"tmp rdoo-M*055co. ra abown on tho twawmi P16 pKm&d,.m ft dew orammom in ft -county inay i nci we a sho-A% an the coneqAW 11,10i, In era Unfaian WA(h InTrowmats shown on Ilse rwo frW atto Plan, furry non in WhVQb the Camly holds ft'ONVner hurtinte" V'T provWd in Woia coik � 29 I"Wtt) 'jW, owentaot thall W gmmod within 90 days of the Courtiy'K requairl for tiro trall oAargunl, The prifflitivt TMA COM)Wma shall be tier poodnan.mcm only and ilull b-0 constructed to mom CINA B 4 All WT-mic traffic ttilprovmenUmId rrnieW4o trisrusAtMA tM11) AfitIdAydS In #400fdinroc WO tht'(1'0041y 41 0"tran SWWB'& M18fluill 'I'k, ogreas to 5�',Si xw 4iown on the ifiall k -aninplatutilrn(w to tht,1% orturtgaw of Pnmiltive Troil Cotowfivil ball be shaym on rho JIM -owl 8110 plan and Insuillod by div ()vvncr fit W.oupmq, InvAod thd M off -Alt triflig unlimvc-mad iilltonwi on the Colw9pluiII Pkfu0ioll =I lea: corjum;on wiffi the improvomonis iihown w the firm final site plan appm%vd floe *vulatinitut of the x. 111rvd " i ilnit tits sells aflor o: a#e trafRa sera vvnteatt a nut. wtrsul, � Ptopcdy 1'hts linmWo Ttall Coftittam shWI is,. monumftil tj the Uwm, hnw4m at Its diwrotion, the caunly may "Itart mmid"Uncis of thu Priontivo IrAtI Com, utut by inflormult: Owuw in wriotlill that ii will loku ova maintorsatxv of the PninjuNv'I tall Corimmum 5 Rmed offlIcdmton arid Hogminit nd Hill orUlt dated Alml I Clerk N Ciffli;i., of ft Cimuil C'mul afAtticniarlu CDmnly Virlanu in Dead FkMk 1590 pagrx 44740 G%ma granted un rAmment to the Count) of AtticnintIP, ptwidirty WIum 1Aor lk lixopony to thla (,my m Gmcowa) Tml UWNEH. & Ili aeldiii lr3 thi<fssrret ntrrp rerlufticfi rto ofthe Albeiriade County Arthiteclural nV InmitrignW, 1,1 L a Virsiniii btrawd W*hly timpany CAW And Ilietitun 32 7 9 ofthe Alboviatio C-ounty,/Dning (Witiamu. the owrof A01 provide a vk4mlod Wfur fujr tho pit". #04 orvivoillp lh4 Ifv timlormni; ftm the lurccnwd .N TWd altawn an the cufftPlual 1#1471"rhis %TpM Hfitr sholl k plovidud in 4 th Solon 12.7 9 of Clio Ire MWftLr Ai rtarie Zonial Winivice and the landumpug 6hatl bo Chown On, the fl"I MI W plan ad jiranmdjcd seaspart utimy aronetryu tisast elm" titsthe Heratsatephin for d-.VWoPT1Vn1 Ortho prom m 1) Thopwactsim" wnklruL�1'4 wAyl"Iffivoll W20 UUMMUNIXMI TH ff VIRGINIA fniin i1w twvpo�ed rkind attk to do o* afthe (imnuit) Trwl in & 000illurAw Imaimnsshown an lbo cowpial Pion. Tkie'rTayd �%*y Abell Iiii., CrrYX0UN1'Y OF ALUMARLEL w-wit surly uaml to ram Clai; A (low monnewwo mWI4-vWshuvd m j*lb) of 4iifda Thol'tavol'way rill 'the rbraliplas ftf1br SurtorAint was ucktiowledilied bAn me this I at day ul WpLumbcr. 201 be shown on the first fliml ink plan mid Initialled 4 the Gwr& In coilauWiori *in th fm liripmwicnim xhown -eri ft pant fimil milir Vian approwd lbr dcvItlopment of thir Prut)e"y "o I-rovoll Way 4brIll he maumatted by ft Omar '10t11.o "WAycart tN, COWA'Pluul Plan is iF$asiatxiasrairs W101 16 10'"Uptif shown Oil IN hAaaamint, 9W 0%lier 1ju11, Ill -IN 014 g4mm. Fq= WW ex site an eummal and morrij"qffig a Plot, if' nawar a. to a brintocitplobta U) the County ofAll errifila mmolt ouloilatu onBtu ldingitA.8 and C,asohowit oil she et camcptaw plan, drat ors mitt-ruffeattim Wit toru.,or bmwa Ittinov61trm OW that am in ritoral acgow S'j L' with 1110 monticallo, NU-* at plumuls" h) IN Tboirw hffumft fouldullion 4 I)f N Uairrimitin Ntiantnir 7 Phv (Jt shell pare Idle lair ba;} 41m tf,.ita tit 13te Win} l�) satalatrsl t�1 btct'cilt iwi ut rtlh its Impto"tritstollio %itine of s* 61, Tho, tmoyvle W04 i(NIj W 60wn W Allif ft. Agri wit Plea and inatalled 11 the 4)mvr In CoNuni;Uvrt with rite orprovvirenis ghow" lho RM 000) mW pinn Approved fbi 40elopmont at the Properij COUNW OF AL$FJNIARLE Depairtmeat at colaraunity Dwoop"Wal 401 WintIft ROA Room 327 Chnrlattea*flle, Virginia 22902-45% trax 4 Y724012 May W 2we Katurah S. Roell 112 $oulh PantOps Drive Charlottesville, Va, 22911 Re. SP200700063,5" Street Development Tax Map Paroal 76-SSA and Tax Map Parcel 76MI 4 Dear Mr. Roolt, On May 14,200Qp ItioAlWimirle Cmnly Board of Supervisors took action on SIP #2007-00003, 514 Street Development to allow a special use permit for fill in the floodplain on Tax fulap Parcel 76-56A and Tax Map Parcel MIA in the Soott3ville, District, This special we permit Was approved based an Ifte followlN conclitionig: I The filf 16 Ote floodplain shall tart shown on a ado developtnord plan and shall be lei qvnafal aucort! with the 'Conooplual Site Plan,'da" January 8, 2002, and inust recently revised an Manch M 2009, except as tray 4o modified in order to tneet the rcquirernorits of the County's Water Protection Ordimanoo, as determined by lho.Counly Engltmit 2. The County Erighears approval (if an eioslGrr.and sediment control plan;, 3. The County Friginaer's receipt of proof cir compliance with Federal and State agencles fegulating aofivitie4 aft—oting wellanda and watercourses. The applicant must obtain a map revision, a letter of map revision, or a letter of amendmem as required from the Federal EmWcy Managernant (FEW) and copy the County ENinsor on all oarrsi$porideanco; 4. Pie Goiamty Englneer*a approval of a iiiiitigation plan ourtuning mitigation measures for anurqamhments into the stream buffet; and 5. The Cowly EnqlnWs� approval of computations and phms documenting changes to the floodplain. Compulatiorm must damons"to compliance. with Sections 361,12.2 (oorification of limits of floodway and llaqdveav fringeland 30.3.3 (general "irement% for flood hazard overlay distfichil of the Zoning Ctd6wioe. Plans must show the existing and proponed floodplain boundaries and sevallons. Plone be adWsad that afthough the Albemarle County Beard of 54pmloora Wait action on litre praloot notqil -above, no uses on the.properly vA approved above may lawfully be& until all applicable appnovals have boon received and odridittons, have been trots This include a., * compliance with conditions of the SPECIAL USE PERMIT; * approval of and compliance with a SITE PLAN; and * approval of aZ-ONtNO COMPLIANCE CLEARANCE, FOR RE ERf-NCF_ ONLY ..p moo R's 0, 0y ATfACM11WR 24.2 PAWInED U8148 24 2 1 BY WO In �g mquitertrunisof ibis 01"IrAw The zatting afka tho and 1. -mciaArAtion with other Approprime amumb, "W parnut, as a lift by rialit, a use MX eft fly pormilted, providod that 01W h 70 1, Arf I" WadorlwAmw wquirin+tim% optettional vi"I Impoet Oil IT11010 gvlottittum W" AM branl" ftritL At "st-as Auttirriabile lauOrroc 2 A uloinoft, Irml, forAtir Alai* 20) W4 Ulu% 5 cliumbe,0, virmawn*ff, 00m, 104Wgrvlcr l t 03) rya (W b, 14V- rdowinaga, IOWM441 and im4c $")Iii, ma '9 rafory oillm MAIO - olpthlas and f4brip 10 Pvcd and avdrwreg (n-famitco S i ,2) 14movial 11 12 Fire V011Wmiliff &W swairdy podudii, vacil. and urv= 13 P tra and roactio squad ftlatma (wilareago 5 109) 14 Pw=W horrim 15 flumililre gum. 16 Food wwwwq Akwam Indludhij:gUoh lipftfihy &P & may, cwuAy' 1114, dopywy A[W wiliv 17 Ito= aW Wom miwo " im wmda oam. oNawfl, aminimiw. Widswpng and Wiyr ?4qmir god AWMM= awicas. I$ Hwdwm 19 (Rq)Wgd 6-3-8 1) 24) 1 Infolit, matelu ard Jim% #Wift toW 1 21 [,1& 960 Ago 22 M-Wdaw and w4uquiricitt Wco, mvice read reawl 4 mobilo hmio arril'traller vallim MW mania, AM 4VXWY A* jtWM VA 24 23 Motor vi4ae1v win, "m1w seed rant4d 20 a ?VrS AM M jWj Jr*.jng .,#'jjj jn,�, 27 ?Ter IIt1i, 24 lgatrtrgi t fi krMni" Witt profbwww ofligQ2. 29 Offim 444 hwOms romhum Woe " jorviev, 30 l?'Utuls aawwwwaral, that food fe"Wialls, 31 Retail TIWMO FZ4 #N=IIQUW. -A .4 31 U110 of WjW and vehicle". yasrt 33 9itayarti i siar,a -Yi4mblint linki 04ficulunt Prnow-i. frutemim 5 119) MERIMAN A 34 PIMNINO 33 VAN WW t' Aigms nA A ise i � iukxJjqlAl LWI'k ", (PIAUA"Al - �jd nf&wm oy-ml In the event that the use, structure or acdvily for which this sp6ciai use patmit is issued is not QOMmen.GWvvlIhln twenty-four (24) months from the date of Board approW, it shall be deemed abandoned and the pemit terminated. The "cornilrucllQn of any structure necessary to the u$b Of the permit,* If YOU have qi,108110" or comments regarding the aWve-rioted action, please do mt hesitate IQ Contact Short! Prodor at 29"632. of Plarming Cc: 64 and Fifth, LLC 109 RoWnson Woods ChartotteavIfle, Va 22903 Morris Creak Yacht Club LLC C/O Tice Olympia Companies 260'Fore St Portland Me 04101 EmallCopy; Tex Weaver; chuck PtcGtot; Sheaf Proqtvr; Stawart Wright File 4) COMMONWEAU'H of VIRGINIA WARTMEN I OF TRM- WORTA7104 101 Charles & KflpalrjchPX. Cmurnivalofte Januitty 6, 2011 UR, PC 201 E. Main st, suite M Churlottcaville, VA 229022 Atin. Bill Woensch Re: 514 Stred Commercial AM-13 Approval SDP-2016-00056 Dear Mr. Wuemsch: The Department of Transportation, ClIarlottesville Residency Trwisporta3i0a, and L"Fid Use Section, has irovlawcd and appmved the abuvr- refumeed AIWE rcqur-'t corldidattill afiva the cXt9nSiOn Of the existing left lutri lane lo standard 200 fk.!ilora&- anti 2001 A. taper dimensions. Please include this approval letter 9A the finut site plan. Ifyou have any questions you may contavt me at (434)422-9782. Sincerely, ar�j +U-- rL, U. Are-1 U nd Uw Engineer Charloutsville Residency VirgirtiaVOT,urg WEKIXPVIRGI-N1A MOVING SCOW R. CULUX, No. Q�J,5791 Air AWL 2! 0 E WJ Z 37 U Ln LU ca Z) r3 C) to ff AIL U) 111110h.- ONOW Uj AL10 W6 14 iv ur) in r, _'q CY) 0 0 U-) N 0 00 it) X V) V) —i 0 Z M 0 U.1 LLJ M Z �g: < M M W M n W LLJ Q a e� iW,HEET NO. , C 0 SHEET 8 of 19 cq � f���LL% NU I L- UNLY 61 AKE I Kt-tt� LARGE CROWNS, 2 . CALIPER R GREATER, IF L I OCATED ON WINDY 'SITES; OR WHERE TAMPERING MAY OCCUR- PLAN. IEW PRUNE CODOMINATE LEADERS ROOT BALL O 0 REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. 12 GAUGE GALVANIZED WIRE. -- (7) z 3-2">2'HARDWOOD STAKES 0 GALVANIZED. WIRE GUY 12 GAUGE. ALLOW FOR, A N L0 V) SLIGHT AMOUNT OF MOVEMENT C) co 8'2"x2" HARDWOOD STAKE, kin 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 1 a,- OUT FROM TRUNK AND REMOVE TAGS, LABELS, AND OUTSIDE OF ROOTBALL _j m m m PLASTIC SLEEVING. DO NOT STAKE 0 z cl UNLESS SPECIFIED (SEE 2-3" MULCH LAYER TO EDGE OF DRIPLINE_ m V) KEEP 4-6- AWAY FROM TRUNKFLARE LLJ Lli NOTE) DO NOT WRAP TRUNK 0 71 v ,SET ROOTBALL FLUSH TO, GRADE OR 1-2" 0 0 HIGHER IN SLOWLY DRAINING SOILS- DO BRICK LLI PRUNE SUCKERS NOTCOVER THE TOP OF THE ROOTBALL 7) WITH SOIL. RoOTFLARE SHALL BE VISIBLE-12-0 6" DIA STEEL PIPE ROWLOCK Lj IF FIELD GROWN, CUT AWAY ALL ABOVE FINIS HED GRADE BALLING ROPES. REMOVE 6" SAUCER BOLLARD FILLED W/ BURLAP OR VVIRE BASKET FROM TOP Y, OF. BAL.. IF CONTAINER BACKFILL PLANTING PIT WITH NATIVE CONCRETE (TW) GROWN, REMOVE CONTAINER SOIL. INCORPORATE SLOW -RELEASE z AND CUT CIRCLING ROOTS i-Li— GRANULAR FERTILIZER 8 REINF. CMU z 1:1 SLOPE OF SIDES OF T' COMPOST LAYER r Z PLANTING HOLE 4!'x la" PERFORATED CORRUGATED M= PLASTIC PIPE- CAP FLUSH WITH MULCH Z SCARIFY SIDES BEFORE PLANTING CONCRETE FOOTING BRICK lAmp SOIL AROUND ROOTBALL PLACE ROOTBALL ON BASE FIRMLY WITH FOOT 3X ROOTBALLUNEXCAVATED OR TAMPED SOIL PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DIAMETER 31 4-0 3-0 P-1 j _O" N\�k/ 9-1* E- 85& �D > 0 8" REINF. CMU 16 0 cv TREE PLANTING DETAIL >�5�En V--3-0-1 SCALE: NTS cl, pa Co BRICK E-1 Co Adq t-1 r4 EXISTING U) W 0 6" CONIC. SLAB ON GRADE W/ 6X6 * w 1.4 11 _011 GRADE W2.9XW2.9 WWF OVER 4" GRAVEL !� c rn 0 z 6" CONC. SLAB ON GRADE V-q Iry z W/ 6X6 W2.9XW2.9 WWF OVER 4" GRAVEL 12" 8" DIA. I TYP r 1 12" REINF. CMU 2'-18 4" GRAVEL z RESERVED -4 NOTES: PARIONG 1 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP 0 t " AN 8 FOR VAN ACCESSIBLE .4' 8, 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF V HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE 6" CORNER RADIUS -10" )< MINIMUMS. ACCEMBI E IS 1.5 (TYP) 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF FCONCRETE FOOTING 14"R P CURB IN EACH HANDICAP SPACE, _17 12" 4" WIDE WHITE 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, 4ff— PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE CONCRETE TIRE STOP. INSTALLED. #4 @ 16" BOTH 4" WIDE WHITE PAINTED LINES NOT REQUIRED IF PARKING 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN 5000 PSI CEMENT WAYS (CENETERED) SPACED 2' ON CENTER SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN 6" x 6" STEEL POST AND BASE PLATE (TYPE 11) 6%(1.5%±) WITH MINIMUM '"2" HIGH LETTERING MOUNTED AIR ENTRAINED UNDERNEATH RESERVED PARKING SIGN. BITUMINOUS 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE CONCRETE SIGN NO LESS THAN 5' AND NO MORE THAN 7ABOVE PAVEMENT 0. THE FINISHED GRADE. GALV. STEEL FRAMED 6" ........................ 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR 101-61y GATES WITH PVC T&C MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. PLANKS OVER TREATED 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF 12" •........... WOOD BLOCKING ... ........ ............................. UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), ................................................ --------- ------ 0) VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), X SN CD — 0 NO' AND THE CODE OF VIRGINIA SECTION 36-99.11. \�WRN SEE 1 WIDE WHITE rl_-� DU COMPACTED 8' MPSTER DETAIL o 9, NOTE PAINTED LINES GRAVEL COMPACTED CD Min 1 Min T-30 SCALE: NTS SUBCRADE rTHANDICAP ACCESSIBLE PARKING DETAILz w � 0 T-301 SCALE: NTS 0 cc 0 7- u 0 U) (4R-2, ?A GR-2. 2A U) 0 C) C) < WASHER X 27-Yj" MIN 204" MAX RAIL HEIGH-r BOLT 'y", HOLE — Ye HOLE— /Yllulal 1 - 6*x 8`0-2` TREATED S-9,12, 1 a PINE BLOCK OR PINE "10 �c X T t 7, TEE `—Y," HOLE RECYCLEV MATLRIAL. BLOCK OR 'd- STEEL �OU RECYCLED AZEK' CAL MATERIAL QQW.QN 6" WIDE aLOCKOUT FOR USE WHEN REPAIRING PAVAGED ',WVrDRPtL SEE NO-rE �� I w'st"Ar-g" CCI,4TANhG STEEL 9.00KOUTS. TREATED LO PPE BLOCK BLOCKOUT FOR MAINTENANCE ` � � I i I � � � I � I i � i I TREATED REPAIR ONLY SOUTHERN E LESS THAN 11-0111 GR-2 CR-2A HOLE (6`3" POST SPACING) (314/�, PWT SUACINOz 6x8 WOOD POST 4.1. 8".V-2" TREATED MAX DYNAMIC GEFLEfTION - 3' M" DYNAMIC DEFLECTION - 21 FINE 51-00K. POST dEIGUI POSTGUARDRAIL Q THE CRT POST IS FOR ul-E WITH THE 4" WIDE BLOCKOUT S,TA"GARD GR-19 TYPE III OR WHEREtpE,;jFjEu DY THE ENGINEER IN THE PLANS. f- li-d VETAIL A OIA POST IMAY BE HOT ROLLED 1111 WELDED, NOTES: 1 GUARDRAIL INSTALLATION CUARDRAL LOCATION$ SHOWN INN PLANS AHE APPROX[MATE TO it paver ILE: Y41HOLES SITES REQUIRING LONGER ONLY AND CAN IBE AD4USTED DURING CIONSTRUCTION IF Ar40 GUARDRAIL POSTS AS UtRECTED BY THE ENCINEER, OPTIONAL OR-2A METHOD x OPTIONAL OR-2A METHOD Fag FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET N0,1W,05. USIA , WSTED RAIL U5ING M03TIaNAL 16"xl61" Grid it RAIL W4 BACK OF POST 4 FOR DETALS OF RAIL ELEWENT, RAIL SPLICE JOINT, AND T. NOTE5� A5130aATeD HAROWME SEE SHEET' NOS- 501,01 AND 501-1,02. WHEN NE5TE0 RAIL OR ADVITIONAL RAIL 15 PLACED ON !TACK OF POST tT AND OTHER RAL ELEMENTS ARE FURNrHED SHOP CuRvED FOR RADII FOR CR-2A THE POST SPA1,1140 WILL BE V-31'. 4 in-,- x- 8 i-n-, VillaRe: Cam, Positp BOLT TREATE' LVANIZC0 D pINE 1. ALL 8OLTS, IWTS. &ASHER" 11 MIT 8LOCK OR STEEL ITEMS. ARE TO BE VA BETWEEN 15 FEET AND 159 FEET, r: - r4. f RECYrLw IT3 i I MT-1-1= - — I K-0 Ic a, v !L:� I I _;y -3 1 1 1 it MATERIAL 2, ALIMNA-TE TYPE POSTS AND BLIOCKOOT MAY PILL GUNi'DRAIL POSTS 5HALL 5E SET PLUMB. Py5T HALL 0 E INTERCHANGED ON ANY ONO,3 E PREQT WITH NOT BE SET WITH A VARIAMN OF MORE rHAN In PERO�O FT vt� VY6.8,5 OR THE RESTRICTION THAT THE SAME TYPE OF FROM VER71CAL. W-BEAMSLOC'KOUTS.A.W� POSTS SHALL BE SET ALIGNED WITHOUT ALTERATWN OR FORMAS PER POST AND BLOCKOUT MUST RE USED IN ANY TAND -PECIFICATIONS. 8 1,G v I pa lit- SINGLE RUN OF GUARDRAIL, SECTION 505 OF THE S Pavers per rid or zq�li Et, . QPTiONX HOLE 3. FOR DETAILS OF GUAIRDRAIL F-IEMDff SPLICS ALL OR-2 ANO UR­2A RAIL SHALL BE MAINTAINED AT A It TO FACILITATE -XIINT, HARDWARE. ET' - SEE SHEET NOS. 501,9' HEIGHT OF 27)(4" WN - 28-Y4" MAX AS VEASURED PER J, -NS, ,76,vffR-4V,4T1C OF PR0fiV.7ffP RRICIf PAYER PrDffSTR1.4.ff FATE! .9"j4JL AND 501.02. ST&NDARD GR ALES4, DRIVE NAIL ON BOTH SIDES 'WITHIN 2" DF THE ALL W-9EAM RAILS SHALL BE LAPPED IN THE 'DIRECTION OF NOT TO SCALE lop O.R BOTTOM OF BLOCKOUT AFTER 18 VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. DOLT IS INSTALLED. 714E OPTIONAL GR-2A METHODS OF NES-TINQ THE RAIL OR USX HOLES to POTTS OF AN ADDITIONAL Rt4L ON THE BACK OF *THE POST FOR AND 61.11TI $TAN0AW,> OR-2A SHALL BE APPROVED 8Y THE ENGINEER TO OE OW ?RI OR TO INSTALLATION, FLARE RATES DESIGN SPEED INSIDE SHY LNE BEYOND SHY LINE MPH SHY LINE L5 FLARE RATE FLARE RATE 70 P J0:) 1a0 + 50 2&1 144 30 2 1:1 114 30 41 Ll 71 -k fM4 E­i P, Lij C) F-1 0j LO CRT POST STEEL *SUrGGESTED MAXIMUM FLARE RATE Ld F®i I-_ FOR SEMI-RICIO UARRIER SYSTEMS LIJ 0 u SPFCIFjIaAmN A COP OF THE ORIGINAL SEALEO AND StGNED DRAWING IS> ON FILE IN THE CENTRAL OFFtGE. \\/DOT XwDOT A COPY OF THE ORIGINAL. SEALED MO SiCNED DRAWHE DRAWING IS ON FILE IN TCENTRAL OFFICE. SPFCFItATION REFEWNCE TANDARD BLROAD NIO ORID(jE sTMOAROS ROAD OCKED-OUT W-BEAM GUARDRAIL AND aRICOE 5TA�OAPDS S TANDARD BLOCKED -OUT W-13-EAM GUARDRAIL S fy SHEET NO. rT-� PERMEABLE PAVER DETAIL 22t (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE-1 SHEET 2 OF 2 ION DATE (STRNG OPOST SYSTEM) 22 244 50,15 VIRGINAVEPARTMENT OF 'TRANSPORTATION 08/14, VIRGINIA505 DEPART9014T QF TRANSPORTATION �-30 SCALE: NTS 2016 ROAD & BRIDGE STANDARDS 201ra ROAD & BRIDGE STANDARDS Avg% 3WA"6 5 GUARDRAIL DETAIL T-301j SCALE: NTS SHEET 11 of 19 J-( A�_� 400 395 390 385 380 375 370 _ u r �' I `� C� - - -- - - cj - LO 0 LO -0�-- �y t6 _ - t!} L eli rn (Dr c i CO rl5 r) r- tJ r, II;wc�Z�� ryl � r _ - Lli _ —._ FINISHED GRADE —__ —_ -- _------- -- --- — -- to , r z 0c—v.-� -- — —.� -- - 8" WATER LINE 0 - -- SEVER _ ---- — --._..------- —_ -- - —- I - 8" SANITARY - w of15 - - - - to ty _ - -- HG ® L -- -- - 9-.0 83.4 Lf` of 24 CL.ill RCP 0 - 11 a.4 LF of 30 Cl_.IIIRCP - - - _ ® - -- - 100.E LF of 30 L,III ltP �n__--- - - - CL.III RCP .92 - >-- 4r� � 4 0.0 P� 395 390 In 04 N r 75 z n m m 385 c� c� Li o M w 380 375 E- -� Z � � 1 STORM PROFILE I -401 HORIZONTAL SCALE: 1" = 20' 370 VERTICAL SCALE: 1" e 5' � w -�0+10 0+00 1+00 2+00 3+00 4+00 5+00 5+30 m ..� o � ZZ W Np nn c7 a� 0t7 nn 0 400 400 � `� N 40n -r W V 395 390 385 380 375 370 r - 0}.} rr} 0 00 LO � Lo it rr7 � II Pi V 00 r 00 11 II F - N N n6- ni Z La- -I- Ire ) LF 8" SANITARY SEWER ° 395 395 390 390 385 385 380 380 375 375 370 370 L0 c LO 0 LO 000 C) w b. a UJ - - nz FINISHED GRADE - _ of —^ - - 8" SANITARY SEWER 395 395 390 390 385 385 380 380 375 375 370 370 z 395 390 385 380 u.► 375 04 r 370 va 00 , �`-_- __ aoLl Lu r Lj �III II - _ F- (nc•a'Z W �K co 0 w � — __ -___ FI SHED GRAD _ - ° - _ - - -- -0+10 0+00 1+00 2+00 2+15 STORM PROFILE 2 �401 HORIZONTAL SCALE: 1" � 20' VERTICAL SCALE: 1" 5' -0+10 0+00 1Y00 1+40 -0+10 O+QQ 0+40 0 3 STORM PROFILE 3 4 STORM PROFILE 4 -401 HORIZONTAL SCALE: 1" = 20' �401 HORIZONTAL SCALE: 1" = 20' tin VERTICAL SCALE: 1" m 5' VERTICAL SCALE: 1" = 5' n :�E w ` o D 0 c� 400 395 390 385 _ - -- - -- - _ _ _— 400 395 390 385 PROFILE NOTES: 1, ALL FILL TO BE PLACED AT 95% COMPACTION. 2. THE STORM SEWER PROPOSED IS VDOT STD.CL.III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL.III RCP. CONTRACTOR SHALL ENSURE MINIMUM t- N STONE BEDDING REQUIREMENTS ARE PROVIDED.. E-i c) Pq 0-4 - - 6 Lr) 0 Lf) -- �' -I� r r :D • CO 0) I 11 0 00oo 0N�f— rc6w0 � ?>> Ln Ld ro y y V) u-) It -- - FINISHED GRADE CN - - - - cL e- -� - 375 380 375 P8 cf) Cf) C) L r v, tm w 0-1 0- of HGL o a - - � ® - - - - - - H 1.91 _ -- - - - - - SHEET NO. 370 370 C 4 I STORM PROFILE 5 6+00 7+00 7+50 5+00 u" �401 HORIZONTAL SCALE: 1" VERTICAL SCALE: 1" = = 24' 5' SKEET 13 of 19 400 395 380 375 370 - -- 0 cs? A � Y0 p 00 ter{- :zK p0 6co rn LO — _ �NJ'— _ --- - - -- - - > = r- _j � — c7 _ -- - - �, —cn ro DE — — '+ — zz - - 0 00 -- — 8" WATER LINE _ — 15" STORM PIPEN II - a -- _ __-- -- - - - 15" STORM PIPE 0f 8 PVC 7- Q -- -- - — - a - - 30" STORM PIPE 0f -0+25 0+00 1 SANITARY PROFILE 1 =401 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' • If 385 375 �41 395 390 385 375 370 I I € 1370 -0+25 0+00 2 SANITARY PROFILE 2 -40) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 0+75 1+00 2+00 3+00 4+00 400 395 390 385 m 375 370 -0+25 0+00 3 WATER LINE PROFILE 1 --401 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 400 395 390 375 w 4+75 as (v x 00 N+ N C. n +► - s } _ $ = r- - - a� `- ara T w + - -- — -- N _m._ tz _ -0 O Q 0° o ain --- - -_ cL CL c� - -- I Rt POSED 6" CL DUCTILE IRON W 52 RF 2 DUCTILE IRON VV/ L -- _ A 8 SANITARY PIPE - _ - _ — 3O TORM PIPE _ 1+00 2+00 M a i; 390 m f 375 370 3+25 PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. THE STORM SEWER PROPOSED IS VDOT STD.CL.III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL.III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED.. o 0 kz�, 0 0 N 0 ►n N N r _j m m m c� v m cnUJ a ry w UJ z S c U2 c� ,d 1:9co 94 cri i - I i - r i • SHEET NO. i FORM AND FUNCTION • Sleek, low profile housing • Engineered for optimum thermal management • Low depreciation rate • Optical system designed for: - Parking Lots - Commercial Applications CONSTRUCTION • Die Formed heavy duty Aluminum • Corrosion resistant external hardware • One-piece silicone gasket ensures IP-65 seal for electronics compartment • Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB FINISH • 3-5 mils electrostatic powder coat. • NLS' standard high -quality finishes prevent corrosion protects against extreme environmental conditions WARRANTY Five-year limited warranty for drivers and LEDs. 71w t04w 136w 106W 156W WSW ASS-1 LISTINGS • Certified to UL 1598 • CSA C22.2 No. 250.0 DesignLights Con.sortiumO(DLC) # • DesignLights Consortium Premium'l(DLCP) IP65/ IP67 Rated LED WATTAGE: CHART ti f -' r PREMIUM Project Name: Type: BRZ Value Series Type 2 32 (32L) 700 3000K 120-277: Direct Pole Bronze Bird Spikes (ss) Square 7 (T2) 48 (48L) (7) (30K) (UNV) Single. D180 (BRA Marine Grade Finish (MGF) (VSS-1) 64 64L ( ) 1050 4000K 340-480 6 (DP6) white Surge Protector (10K) 7 Pin Receptacle (PE7) Type 3 (1) (40K) (HV) D90 T90, T120, OD (WHTINema Photocell (PC) UZI) 10"(DPI 0) Silver *Universal Voltage 720277 5000K For Round Poles please orderRPAAdaptor : ( R) Photocell + Receptacle (PCR) (50K) r r on{r rations `See next page fo A m C ,qu Motion Sensor (MS) Type 4 Knuckle Mount (KM) Black {BLK) FSP-211 with MotionSensor uwyoltaw) 8) (T4) For a'+Bel(FSP Trun ion Mount (TM) Graphite For 9' to 20' (FSP-20) For 21" to 40' Type 5 Wall Mount (WM) (GPFI) (FSP-40) • *MotionSensorandFSP--217 are integralto (T5) *Includes 6" Bolt On Arm Grey the f+xtrue Tennis Arm (TA) (GRY) Quick Mount Bracket (QMB) j ema 3 N Retrofit Quick Mount Bracket (RQMB) 3Narrow Custom : Internal Microwave Motion Sensor (IMMS) Beam (CS) Rotate Optic Right (ROO) (N3) Rotate Optic Left (ROL) Round Pole Adaptor 3'-4" Pole (RPA4) Round Pole Adaptor 5'-6" Pole (RPAS) House Side Shields (HSS) "HSS not applicable with N3 - NEMA 30' Optics Automotive House Side Shield (AHS) Acrylic Optics (AO) STRAIGHT STEEL POLE POLE Shall be Straight Steel. Grade B Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards. Poles have ground lug welded inside hand -hole opposite side of the pole extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft and external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5" rectangular steel tubing which is welded to pole shaft for added strength. ANCHOR BASE Manufactured from A36 Steel rated at 36,000 PSi, conforms the ASTM —A36 standards. Base Plate vary in size from 1 " thick for poles 21 feet and over, 3/4" thick for poles 10 to 20 feet. COATING All poles have minimum 3mm powder coat finish. All poles are sandblasted prior to powder coat application. ANCHORAGE All anchor bolts are fully hot dipped galvanized and come with two galvanized nuts and washers per bolt. BASE COVER, HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. All poles caps are black finish. All base covers are made of aluminum and powder coated to match the pole The hand hole covers are provided with internal bridge support and also powder coated to match pole finish. Project Name: (Type: EM Square 10' (10) 4" Square .120 in (70'-20) Single Bronze Straight t 2 (12) (4$) (11 G) : 8 3/16 - 10 arw ; (SGL) _ (BRZ) Steel Pole i (SSSP) 14' (ta) 5" Square .180 in i Bolt Circle (98C) Double : white (WHT) 16' (16) (5S) (713) (D-90) ...............: (D-180) i Silver 20 (20) re 6'Square i (22' 35) Triple (SYR 22' (22) 11 Y2 -14" (T 90) Green 24' (24) Bolt Circle (GRN) 25' (25) (128C) Quad Hunter (OD) Green (HGN) 26' (26) ............... 28' (29) (39) Black 30' {30) 15 in (BLK) Bolt Circle = 35' (36) (15BC) Graphite (GPM) Grey (GRY) Custom (Cs) 3/4' x 30" GFI Kit (3430) (GFQ GFI Provision Only 1" x 36' : (PROV) (136) Galvanized (GLV) Anti Corrosion (ACP) Tenon 23N•'Round (T2R) 3' Round (T3R) 3 y2' Round (T312R) 4 I/V Round (T412R) 3 �h' Square (T312S) 41h' Square (T412S) 5 -e Square (T512S) MAXi"LUME 1 HH6-LED i �tl EARCH ttE iCCURAL_LiG HiI Nti j 6" Architectural High Lumen LED Downlight By Flite Lighting low t .. fZCL-WH CL-SCH SHZ-WH SHZ SHZ WT-WH W-WH MB-WH CL-BK Ill F. �._. _ E . A U � U � 11 a I A 900L to 4000L: Height = 5-5/8" A 6000L to 8000L: Height = 9" B: Trim Aperture = 6-3/6" C: Cut -Out = 6-13/16" D. Trim Outside Dia = 7-3/8" E: Width =16" P. Length = 20-33" NOMINAL LUMENS I DELIVERED LUMENS j WATTAGE -- 8000 - -- 7772 j 90 W 6000 6696 i 72 W 4000 i 4649 46 W 3000 I 3374 i 36 W 2000 ! 2252 22 W I 1500 1 .__._.._. 1785 ( 20W 1200 1422 ' 16 W 900 i 1065 12 W Based on 4000K, 90+CRI with semi-specuiar chrome reflector. Actual wattage may vary +/-5% AfiCH-TECTURAL EHi1N0 I - — --- i6— J By Elite Liqhtinq THERMAL MANAGEMENT SYSTEM Passive cooling Diecast Aluminum Heat Sink, LED light engine and driver are replaceable, upgradeable, and can be accessed from below the ceiling. The consistency in the quality of light is delivered with precision performance by the use of a unique locking mechanism that aligns the reflector with the light engine. MOUNTING FRAME & BRACKETS The downlight mounting frame is a fabricated assembly constructed of 16-gauge steel, with C-channel mounting brackets, included. The versatility of the mounting brackets allow for an adjustability of up to 28" horizontally, and 2-3/4" vertically, locking into place. With the added die -formed construction of the mounting frame, it provides maximum heat dissipation and rust protection. DRIVER ELECTRICAL INFORMATION The LED driver is rated for 50 to 60Hz at 120V/277V, also available in 347V input, produces less than 20%THD, has a power factor between 90% and 1000h, and is thermally protected for additional safety. Junction box and Driver can be accessed from below the ceiling and above the ceiling. Junction Box is Listed for through branch circuit wiring. DIMMING & DRIVER INFORMATION DiM10 - 0-1OV dimming on either MVOLT 120, 277 or 347V. Dimmable down to 1 % of initial lumens, standard. DIMTR - Triac & Electronic low voltage dimming. Available in 120V, and up to 3000 lumens only. LUT2W - Lutron LTEA2W Hi-Lume 1 %, 2-wire LED Driver Forward Phase Control, 1 % dimming in 120V only. Available on all luminaires up to 3000 lumens. LOTH - Lutron LDE1 Hi-Lume Eco System. 1 % dimming with Soft in Fade to Black dimming technology- Available on all luminaires up to 3000 lumens. LUTFB - Lutron PEQO Hi-Lume Premier Eco System. 0.1 % dimming with Soft in Fade to Black dimming technology. Available on all luminaires up to 1500 lumens. ELD010.1 - EldoLED SoloDrive 0-1 OV. Dimming down to 0.1 %. Available on all luminaires up to 100 watts. DAL[ - DAL[ DT6, DT8 dimming down to 1 %. Available on all luminaires up to 100 watts. ELDODMX - EldoLED PowerDrive dimming down to 0.1%. Available on all luminaires up to 100 watts. Please see EldoLED website for wiring diagrams and a list of compatible DMX and DALI control systems. Example: HH6-LED-2000L-DIMi0-MVOLT-MO.40K-90-HH6-6501-CL-WH 11-11-16-LED iU 900L XDiM10 U 1200L ' J DIMTR ' ( U 1500L i U LUTH ' U 2000L l U LUT2W' ' l U 3000L ( U LUTFTB " {1 4000L } U ELD010-.1 z U 6000L i U ELD0DAU-.1 ' U 8000L j U ELD0DMX-.1 ' HH6-LED ' - g, 6" Architectural High Lumen LED Downlight LED DYNAMIC PLATFORM OPTIONS Tunable White with Smart White Technology utilizing the Lumenetix Platform allows you to color tune the luminaire via various controls. Create the perfect environment for the desired use of the space, while maintaining a CRI of 90+ across the tunable range of 8000 to 1650K. (Click here for more details) Dims to Warm with Smart Dimming Technology. At 100% full brightness the luminaire is at 3000K. When dimmed to 1 %, the light transitions to 1800K, creating a warm ambiance within the space. (Click here for more details) RGB+White with Smart Hue Technology provides full color mixing of RGB and white colors. Utilizing the Lumenetix Platform allows you to choose from unlimited RGB color options, via various controls. Ideal for Circadian Rhythm applications or to create the perfect human centric environment. (Click here for more details) WARRANTY Five-year warranty for parts and components_ (Labor not included) LISTINGS c-UL-us - Listed for Wet Location if used with HH6-6501 Trim. c-UL-us - Listed for Feed Through Wiring. U.S Patent No. - D685,118S CP-City of Chicago environmental air (CCEA) marking for plenum applications. Energy Star and California Title 24 compliant 120 U 27K lU EMG-LED-10W lkHH6-6501 U CL-WH 7 277 U 30K It U EMG-LED-20W i Ranged Downlight JXCL-SCH U MVOLT i U 35K I U INTG-EMG-LED-10W 1U HH66507 I - Flanged Walt Wash } U SHZ-WH -1347 IX 40K U INTG-EMG-LED-20W t iU HH6-6577 l U SHZ-SHZ vin<fo xn I U 50K s ( typical lumen output of file lumc.aire.laupto!000L I •mti, iu,G-,tO-101V option a 2WU- � Flanged Double Wall wash) I U WT-WH ( I With ENIG.i ED 20yl option in cmcrgein y nw xa. U W-WH y f l contact the factory for detdlls j Rwnota rm uoteil a stwlad, t U MB-WH i Q CL-BK t , U MB-BK RWD U 90+ ❑ CP (Chicago Plenum) U MD } U 98+' i J ND HH6-TL-6501 i Trirriless Downlight j U HH6-TL-6507 i1. Trimicss Wall Wash i i 1 i• U INTG (Reflector shipped xiim l i i pre -punched hole to accept IWG- i } � ; i IEMG(.EDJ r , . l i___..-_.-___.....---_-_-._-_-__--_--__._.-,L.___._v_.._._—.___._-..._..-i_..__—_ .�.._.__ _....._. _...__ DNN10 5% is available only for 8000L iLUTH. ELD010 .1, ELDADALI-A, and ELDODMX .1 are available in 120V and 277V 3 50K series are available with 85+ CRI only " 9B+ CRI is avaifable in 27K, 30K and 40K only I LUTH and LUT21111DIMTR Available for luminaires up to 3000L 5 LUTFTB Available for luminaires up to 1500L -Reference last page for Contra] Options 0 u� \ _ N L0 _ 00 I- < 0 m M M Q Q 0 U M V) 3: LL1 a 0 d z Y U H �i W rh �.4C��2 co 172 E� W Cif W04 �\ 0 O a z z e/1 0 w z g w 0 � � v � U 0 W U fn z d 0 o U Q �e© Z w P-4 Z a w Z c Z�Q a F-i � w w F--I H h �{ � C~? FQ ) tf -( Lo F- UJ F---1 j Lj ry' 0- _ SHEET NO. C-502 9- ( ? 4,}7 SHEET 17 0f 19 AUTOTURN PLAN: SCALE, r=30' SIGHT DISTANCE PLAN: SCALE, V=mm LEFT TURN LANE IMPROVEMENTS PLAN: SCALE, 1"=50' 420 415 410 Lu 405 05 400 400 ,395 - Li_ Ar 395 390 385 0 4u_ �_E co cq 0+50 1+00 1f50 2f00 2+50 3+00 3f50 4+uu ++0u o+uu u-VDU o�uu prjv /rvv '�� urvv u-rw u-rvv =,= .=`� .""� ."� .,.= —.,� 5th STREET CONSTRUCTION NOTES: 1. THE MILL AND OVERLAY ON ROUTE 631 SHALL BE IN ACCORDANCE WITH VDOT STD. WP-2. THE MILL & OVERLAY SHALL EXTEND BACK TO THE ENTRANCE RADIUS RETURN, AS SHOWN. 2.00NTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN. 3.THE PROPOSED TURN LAW[ EXTENSION SHALL MATCH EXISTING GRADES AND EXISTING PAVEMENT DEPTHS. 4.THE PROPOSED LEFT TURN LANE EXTENSION INTO THE SITE IS OUTSIDE THE LIMITS OF THE 'WELCOME TO CH4RL(}TTESV|LLE' SIGN. THE SIGN IS LOCATED 380' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT. 5^CONTRACT0R SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND '-SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VQOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. SIGHT PDASTAIKA'CE PROFILE w LO � pe0p03[D R^/sEo nwxSs MEDIAN Li NTH ASPHALT, AS NEEDED, 595wl 8, 395 390 REM I co FIFTH STREET LANDING Ef'NITRANC FOR REFERENCE ONLY OTT R C ' u xe uxs�m zLu :::i 0 ��. U-1 fle Abdo ui SCALE AS SHOWN SHEET NO, 13 a. -2r L,J z � m 0- o 5; C) Ld SHEET NO. � 5 (0)`3 POST-DEVELOPMYNT NOTFS: \,__� ___�_"__ ,,`-� _�,�,,-, -1 ., 11__ir�ik,�,� -�k. THE GRADING SHOWN REPRESENTS THE PROPOSED " �__ '! CONTOURS A55OCIATED WITH THIS VSMP PLAN. ! 2. THE PROPOSED DRAINAGE DiViDES, BOTH IN LEVEL OF 1�1 IMPERVIOUSNESS AND SIZE, REPRESENT THE FULL � BUILDOUT OF THIS PROJECT. THE ST6RMWATER QUANTITY WPO 201600082 , AND OUALITY TREATMENT PROPOISED WITH THIS PLAN i., '.. 1, I I ,�,� I �,-! "" � �,;�_,A?� 6,�, _&-,�, ,;_*�� I - .- �­"Xrg-.�,��r'V�'. N ,��' �i��� ". , ,g , 1� x - , ,� z � � ­ 1�. � �� REFLECT THIS FULL BUILJDQUT� ,_1 "', "rj-A,x,� ,� 'r " , � 0 3. A 121 NAL S IT E P L A N I 5 R E() U I IRI E D F 0 R T H E C-0 W�T RU CT I 0 11 ,� - 10;?` I ., I " __1 I-` 1� �, I e.,(.�,_V­ , '. 'il i�_�f'_�, - ., �1111 . . , I" _-�X,j il �,� � , �, I -i. 6-(%�.,, , 1�1f� , � ,I� , OF THE PLAN CONCEP'TUALLY SHOWN BELOW, AT THE I -IMF ,---- ,� "o __ , �, _. 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I... , , _­__ - .0 , .. ./I ,,/ I . � _ .;�A - __ __ -.- -- - -- S',--�--- * I I . 11 I- - _,: \ -, .�-;�,4.�,,,-.�-..,.:",:.:,:,:�:-:-�l::�:-�l, , "I ,,� - --- --- ­ _ ­­111­1:".11­­1­­. � _�_;",.,,. /1­1/ , .. ,�/ ___ ­_ .­1 _­� - .. ........ - _ � �. � ..... _ ------ _-, V-.-_--,�-�,:��,:/ %_." , , � I Is./ X ­_ -_ .._" . � , -, -_ _ -, --- _� - NTING, PA - ED - , ��_, ... I ... 1. - I.- -j..-.%-,-...-.-,,_-_-�-.� ._-_._­_­�-!±_.;�1 I I....", ... , '/V. , , ,,, -, - - , __7 _- I.""�:"",-,�,�:-:,�".,.--.,.,.",.,��.,I ... ­­ . X, ­ -_- , -L , - I SPECIES, REPLANTING AND RV4FOET, SSIVE RECPEATION (e.g. TRAILS), AND UMME . . I—. - - 11.,�_..�..%,,_. "...., -- - --- �_ - e? ., __ ., � .,.. - -�� v.,V,� ,­X?,,'/�', Y-2,77-7,".4 '. ". ��... - __ _- ---:-- ­­_­ - _,_­ -, , 11 � '.. - , I 41,'v � ,_ V., ,�_ , ­_ - - - . " . TY (BUTHO MORE TH9914 FOUR v -,:"---,, --­ .,.7WZ/�-1.," `/.:. ___ ­­_­ - I ...... I .... 1.111. ,� " ,,,, " --- - __ - - I: ­ 'i , ,ill* .�,, _ � _�:Z� . , �),�%2 , r BUSI-1 1­1066ING TO MAINTAI iq DESIRED VEGETATIVECOMMONt I/ � ........ Y .... V­­n ......... ... � - .,.:,.:: . -2, -�!,. - .. .1...­_­. I ; � �­­ I ", L - __ ": ... � -::::::,-",� - -, _::� � . ..... -a- ­ , .�..-.."."."",.",�.,�l-'�7..-e-,-�-I ----- - - --' ­ ­ -'- -- ­- ­ .. ,�.. , .. " - � /%,:.,.,.",.,�,:,.,..",.,.",.,"`/�"`�­""­"��`�`�`,,��.;�,-��::�: - - , _ - � - * .1 1, _/ , , , 'r , , , . . V, � _ - - _� I .... . ..."..".:-,::-::7::::::�:�-::��'-,�"::::-��:.���: , , ___ ___ - ­.. ­ .--,.- __ _-, — TIMESAYEAR), � - ­.­.: � .�. . :", ", -_ - - ­.,.%7: :v " Vrll � �,, K R TT. IN * , ,� .,- �:: '--- --- -,-.-.-.-,. ,Y,FQ . 2 , �� _/� " - " __� ::--- - _ - , � - MITIGATION NOTES: f ty ,-.''.�.-,-,,/,.-.-�-,,.-,-,.-.,-.,-, -1:-* . &I I & . , I ; M6-,� W - __ � , - ­_ - ---., -,- " , ":`­,", ... %;_-:,:", . , I , . , . '' I . 11� I I., ­ - , ___ -"- __ __ __ _ __ ___ ­­ .... � ......... � ... � 11 11 ___:_ .... � � � ­ _ __ __ -.-,,-- '�, ­CONffFA�WR —SHALLENSURE INVASIVE 5PECIES APE REMOVED PRIOR. T ANYfV1IT1GATIO11I / - I ­ , 5 - .:�Y­W-_, f.-,-_-_�� ... , o 11 I ­ .�-,, �._ ,i,�,:. . "P,. , - , ,% _- " -:::�:`,-:;:.1,1,1,11%1'1.*�. � , - ..,::., A,,,,-�� .�.,, .,.- : , ,�,w .�' '� __-__-__.-._._.-:.,: .... .. ), " " V. - , "V, - gy 'T .,,- � - - -.;�, ,,_-;�, � N .- _ __ ­1 ­_ _ -, " , I I :"I'll" 111".."'..-I __ -a'11-1-- '. .?' - __ ....,.1- , - ., , ,/. ...,1.j_-.­'.. Vk-,k 9 ,-��,'-/ , , ­ .11 ...... I—— - '' - , , '­ "' , ­ " :,/1 I-e-­ k-' ' - --- --- ---- -­ -__ __ ,4!.� __��'%"._ '1�"'_._� , __ -.111 - _ __ � .. 'k ,:.""., ,�,'& J_49_1f� '.. � - .� R SHALL NOT HOWEVER REMU,JE ESTABLISHED VEGETATION "I ,_�::,�]:�t '.�",��.":::!:�:� � - - - � . ........ , '." , � -R � .1. .I'. '.) , '. :,�.,.,���,-�,�����"7.�,:�:,�-"-,:,.,-:.,;', - - - - -41- :��-,Fqj ., -� , ­­­­ __ ,g.­., PER US CORPS. OF ENGINEERS, THESE PLAMTINGS ­1_.­._._ - ­1­11­� ­ ,­ ,,�-.�W,:�-,��,�, ,.��--tlN�-nL,�����??����F".:�t!'�, ­­.­ .... ALONG STREAM BANKS, EVEN IF INVASIVE. t, -.-- _--_-,1'-,.'., ..)V ......... .- .'�, ___�, ___., . . - -_ __ - _ "I ... I ­­­. _ , � - . .y., . " r, � , . �, / , - .Y_­_...;�":_��__ - ... � - _ ­­­ 0.­ - - --_j1­-f11�"-­1/­ - .­ , ,� I'l­_ � 1-1 , � - __ ___ ,.-.-- - ­_ � - . - , ��`,A�� � :l4,.'._.:4., - � , .71y. ­1111­�­', . - _ - SIST WITH THE STABILIZATION OF THE STREAM. . �, 4 , . �. , , "�, :x./, _,/*,1_1;_1Y_ _/0 - __ __ - , - I , yj ; _ -;,,',,�:� -,'.,�'� -/ ",� "I - - -_ __ AS . : �: ., x ""IA."'Y _��, �),;-"r:::�-'�,�::::.-"�'��':.:.-- ( V., , k , , � ,;7 rK, yz, _ r-:-::'::::�::::�"-,".-,:!:::::.���:::�,-�::::--,. -, - - �� - , ..� . -/,,�.-.-�-:.'-:.`/�`".:-:.:�.'-'..,,..,'�-!,�-:.�,,'�'�:����:.,..;. ,:-:-:-:-:-:,:�:,..:�".,:-: . " � ,/, �)­ _ - " - - - ------ __ ?, THV MITIGATION PLAN SHOWN PROPOSES PLAf.ITWG5 WITHIN THE STREAM BUVFER, AND . . e:- V_.. ", / � :, - � - ­111--1.1. ..... I.- - A.-w.,.- _,-x �., _ / f,;-i.. p/-' ,�-:;�'�,:-7��v-:-�:I�. -�::�..,.,. ;_:.,�..�'. A - __ , ,;�.:;,,­ 1-1-1 ............ ... .. -t."', _/_:.� ...... - 5� .-,-- --- 11 _- I .1 111111-.1 ... 1. ........ '/ �,_ 2 ��. �&x�.,, - .... __,_ !� / _.. ­­ .... � ...... _ ....... .. . - . k- -� _,_ ­�,-,.�:_ . ".7. / , ", , , , � ........ I . i .:,.!: ..:`�:��:::::!,:::��.'.:::::, A . - X -��--;C,.-�.-:�.�z�-:t.�:.-�-.-� ....... �­� 11:�'j�'�":.:;�N'._�.,;,� , , , , , I , , � "-,-..,.�I.I.:,-.".,.,.,-,..-,...,..",. .., ,,f 0 , . , . ­. I ,�:�iq....,, 11_1111� �_r?, � " __ IM MEDIATELY ADJACENT TO TH� STREMA -3U FF E R . n FCAUSE THE, PROTECTED EXISTI NG - _� "­ !�.. , -� ---� � - STREAM BUFFER TO REMAI � - � 1111". ... ._ , 0 , `,;:;:;:�:::,::-::-.,��.'�;:/ _-,-.-,.-:,:,:,�:-_J'�:' , "' / � _X'� -t, �'-?- , - " - .". , 1.11.1. :. - --- - --- - , " ", / Z_ �­ "I. ... --/ N UNDISTURBED I$ HEAVILY VEGETA71-ED, THERE 15 LITTLE ROOM 11 ... ......... . - r , ­�"V'6 k'6W-4in' -4-1 : � . - ", ,W ,,,� -- .. /6(M, * � , � - * I . - , _r - "��l.",.;�r,-::.:-:::�:�,::::�,:::�.�,'I-. ..,_._�,�: 4 .�� T ,� x��'& ,�� f - , ,� ____ - j . . . , , , ,_. . .�. i,.,%-,,.% - -21,11'.,­_­_;� _: * -, .7, .. ....... /­/,", ;!�j.�. ;;:-.�,o I , I , � ...... ­­ ... j.-.-.--.-,-.,.-.% 111. . , , , -- _1 ,../.--:;.,� ^_*_�_: 1­/. _/ I _f ___ _.�,y .... ... I—' ". ; ­.-,� ....... t ......... _.. - - ., - - - ­,, ­ 1­1 __­h --- 1­­­­..1_.1 --- - ., To PROPOSE NEW PLANTINGS. _ ........... . . 7/1 .1%,", . t,.. " ,A��m - 77i'l"I -.,.-;:::-`. -,r­.1_11_1­�� - ,,�. , ,_ , , / . p, iv r I "' �,�/ ___ :. ,� j,- - - 1/1 ;�. " '. "'. . - � , , , , x ,., - � 'An ,-A!RM,T1* ... ..t�:, _��' � " ­:., . ­­, , 0; -��, _­ , __.__._., �r� - f I.. -.-- � - ,.:::::. I I '. �-- - - - �.-! ", L4- �?-_'j. 1- � � f �..4 � ... .'/' .,.:�:��i�:�..'.����O�.-�:��-..'�:�:-..":;",�"-'.-.--.,. 11.t 41, Y I I .". �, r f. 1�-4. �. r " � 154 - /. ,., 3- IN I-If.3,HT OF MITI-GATION NOTE 92 ABOVE, A�ID THE FACTTHE PROPOSED PLANTINGS ARE .1 � /. $.Xj Hfah . ..... 1"' ...'-'..". -...-, , " _1 " �'­ �/_ "" % 1.:_ ........... � ...... , 1,� - _y..'.'.*N .-�.% -: A A _:� _..::-"../ ........ r - 7. ly- W, � � - :.,_.,:::,. /:, _% ., , , , 3 - ,�_. - I ON THIS SHFEE�T, Aim ARBORIST . . - 1. _. ... . . ..".I.-A',111 1-1_�'� � , ��Ipjf* - I 9:� � -.-.. ._.`­.,.�.�:__ LESS THAN THOSE REQUIRED IN THE CALCULATION-5'614OWN .%�:_ -.,�,,.-.-:,,�'L"�,:...,.,:."....� - ./ ... . . , --,:::::"",�:--:::*".*.-Ii:.."'.'�'..�".-.*.-..,:.,..'�'..��*-".,,-:.�,? - -AA , , ""'Y'-, , , .1 -4 -�', .'--j- ".", , *, � - . I _q_ .11? :%..,.-,�"4�_-,_-., ;,.",.. ­.­. , 4'. " . Uy , ,- . , 17 - _4 IA�'WJH ..:�::�:�'.�.,.:,. .�:, kl. � ­ .., -1�''!::-:/:.�'�/�*�:-:�,�-�:�'..�� ...... _.. , -.x.� ."�­#_,`,�,r�'L 241,:y,�-_-P 04M 'IT - " , .1::i. ­z -. /� - - _.. . � -, - - .., �� ORIST SHALL MEFTWIT� ..... I.- ..... I ... ­­ .... ... �,.`::::::,�-�6`1. ...�..W;��:. _1,­;41,e�z,:'',.;."(jTe, �t- . I � , i. ,V - SHALL BE HIN5 DBY THE DEVELOPER TO VISIT THE SITE, THE PaB . - - -:.-,-..z._,-1' 1-71 , _1� x ;­ .- _�­;'� --:-,-.-`/:: '. - �__ .... .... �,'­ I..." - �_.. - � - , ­-, _ __ ­ -­ ------�l.-.���,7,;�-,,..,�./,i�:��. ,­_, -:(. _ -.:.%-.. f.. ...11""I'%%%,�. '� ....... . . 1:1, "?"�_%.;,.�.!'. ,,, ,F J.-I ...... ­ ­-, /_:.:_A::.;�.:.:.:, 1. �:. __ ., . - . N 1; COUN-P(OFFICIAL(s) AND EXAMINE THE STREAM BUFFER. DURINGTHEIRMEETING EFFORTS � . - �3�.-.:.-,-_- -.-.-.�..,-..-..-...�-...-...-.",-,�l.:,:::::]: /. � " 1.11 , . -, : 1. . , �..�­ ,..i�, , , _/,� '­ .... .. ­�. ''A ,. _.?.­­r.. , ......, - .. 1.�..1:'T_..-:-,:::.�_:: _ .­... _.M.,11 * -1. . , . /`�:" � � -1, . _.. I , I ..- , _ X111z 1� x/. - '.J� " ,.,.. . " - - _'... _ , , - . . . 1.,?,./­ /,1'.'.`1"..'.'1%.. � I - ­­ -1. ------- .1...Ll. - __,_ ........... ­ W . Al ... I .... 11I.-I-1.1j, * � '/ ,��., , , .._i 1, W-I.Y. _,_ ..-. I � _;...:.:..::.�. ,� ATISFACTORY. - J, -�:]:':�:�::�:�', ::�:,�,::-":*:� ,.,. ­'. - -1./:X-'� ......... � -_ � ...... ___. _'. ------ . � -3 y. I. - ,p. 1. �/ , .. I ../ ,�� ,:;I.J. -t.y,-�.,�,_.,_%V�. �%. �"'_?` - � , - I .'�'�",.,:.,.".*.'..-.".*.'..-;.*.*. '.. ._-:ne �. _ - - . , / _ , _�__._;� I WikL 13E MAD,ETO ENSURETHAT MINIMUM MITIGATION PLANTING REQUIREMENrS ARE METI I - � _,i�,.� ........ _�. , , , , , .,..-,.. :: , , - - I " ..� ,��. y __;g, . ;-:���.:�.;��..,�, ;. , , _.. _�k I , , , , , , _ .Q. � . , " , - , , 0 :0:� L:�,�'.'.-':�: ;�.., . . 5- � , . . _/ I—- .V11.11 ­­_ ..... , . - ­F_ .___­­­­'_.,_ ... - X., - -'.�'- ­_ - / ., . ......... .. - - � - OR TO CONFIN - - . 117�;11%1.�.-j�.� . '�.,:::-�!��::-,.:.,.:-,��.':.:/.:7::--��::,[..7..---�, - -­­-­­--­­-, - .. " __ M THE EXISTING STREAM BUFFER'S LANDSCAPING IS 5, .,:::�::.,'jT:" V� �:`.. t?'17Y__1. ­1 --- ......... _ 1�111'11­­­­ - � P ­T ` I ...... I .. . ............. . � - - . ,-:.!-�----Y--.--:--.-.-�.-,-.,-- - -.­.-_:'...__._� , __ 0 E. F-SIMTHE __ _1'. I I - � 4_21,1.b. ,.".,­.­/!, � - .. . - �',��.',_Z.7; __ __ I` , /� ,/:--�-:- , ol.�.,,,. . _-: . � , _�:.71%',_, I .... 11�-!;,'. �2'�e.,�-1 .� :,I,�-�,-��'X. , , ... � .... ­ q,,q, -:-"-.-!-:",f.. _-.�_-.:-j:_ ­­'­ ... .... P,-,:, -*'-' , , , , , , , " -­ -'- I.- - . . 5f (6, 70-3,085)OF SP CI .... I- ............ � ......... X1. .'­�, ­'. � /: �,.�?,'�,' 1, . /, , - - _ �� - 4, THE ARSORIST SHALL LOCATE AREAS TOTALING 3,og,s . _. I—- � ­­1_111 F_ � . .................. I..... � � 4. _ -.1 .. . ... � ... - ... ........ I ...... _1� �_�_ .;.��."""�,.,�..�.l�,�:.:-�-::.::�-:-�.:.:,."".""., Y�r____ - . , "" .�', f , , , �%-'%.:,y,.-j."2 1 ,i . Z.. , _��__ , . TRTHATARF EASED OR DYING AND REPLACE THEM ._­­1­_­_ -1. -1. .1.1�*.:::!�, i .... I yl­­�, vi .1f''��,-V-�,�,�l",",,,,,-,-�,1."rl.�Z.-:1�'�'-�.�"*�?....r.1..",-,�,��.l.'�Y,�.1,-I,',�,.Y"-I.�,,-�,�,�!�,1-":".�":-",.-:;.:-��.�-:"-:.:,?::[-:-:,�:,:!.:.!.�"-.-.-�� - - - - WATERSIDE 5d OF! THE BUFF, - INVASIVE, DISF I V-1 .... ­­­ ........ �/ I . . , , .. � , 1. ... I � - . "... -I. - - - y ....... � ....... � ......... �­­,, wj 'I.-j. l�'.'I,"I"�'j,�,i",t....,...;�-.-,-j.-. " - __ _..,.l._, '114 � , ,�_ 1� " I - -, _. ._ri�_�4�:i`._Y:-!"j .. ... . �!,.J"Z� , . 1­_­__­ ­: 1�1­_._Z- .;�:--.- ,/.�-��`4";­`�/"`:-�":., " - - � -. " .�t - �4a_,�_ " � ­k�,i,�j .il:. " . , "I ­ I - . . I.... �.0 I -I-," ./ ,� ��.:Zz--,,,�:?.�, '' 1_-4&4­"1'�' ,Y, I - _/ ­___ - I V., _111 I.,. ,.....'­, ­ - - ­�%..'�.,...,...". 1� ­.. ­11. I....:. . I - . ,;t,�` � " . , " 7 '. 4 , ( . ��r'.��,_,- 1.7 ­­�­­,_, --- ". . � I . I I REQUIRED PLANTINGS WITHIN THIS 3,o8r,sf AREA. � � 'I - �"� ,,,,�,,�,,� -,,� - ,,.-. ­ I- 1 WITH PROPOSED PLANTINGS. PLEASE SEE MITIGATION CALCULATIONS'A.'FOR THE l I S � . .. . � ", . .. .... :_�.:. .:./ " . *"..,..-,4,�,�l.-,�,i��-,f.,�x, , , I - ��`.-,� .... �_ 7 / , , � - 'F_ I 0 I ��, - I , '. '(27,,vM-a,Qqq) OF SPECIES IN THE �,` /j/�/,' , _� " �� " _� � _�_ �,i _�_ -, w I .- I , I J , 7 /'T'/ " �07; �,A-h��i'�"�­..,� - - / 7 4 I / , 5. THE ARSORIST SHALL LOCATE AREAS TOTALING 25,27o sr /17 "? I , , , , , - I , :1i "// / / ,Vlllil //'///////// / " / (/ i / I 1 , ; LANDWARD.5o'OF THE BUFFER THAT ARE R11%k-SIVE, DISEASED OR DYING AND REPLACE THEM k_ 4/," , , " / , Y // / /, / fl�/,l � I , , , , / , � , / WITH PROPO'SED PLANI`INGS. PI -WE SEE NIITK;ATIO�l CALCULATIONST.'FOR THE / / /'//,/'///' ///,/////// REOUIREOPLANTING5 WITHIN TH15 25,270 5f APt'A. / /,/�, "/ , , , / // h/ I . //// fi� IN THE EVENT THE EXISTING STREAM BUFFER's LANDSCAPING 15 DEEMED SATIsr-A(TORY Ely I , .�_ . / ///,//jj1,//"////////////" _IINGS OFF THE REQUIRED MITIf A I N T . ,�'e, j I / I / // THE COUNTY OFFICIAL(s) ANO TI-M FULL PLANI I � T ONS 0 ED - . ,-, 11 - / I - ABOVE IN *_, AND #5 CANNOT BE ACHI�VrD DUE TO OVERPOPULATION, EXISTING PLANYINGS 11 I I . , / " � I OR OTHER SUCH REASONS, THE RFOUIRFNIENTS A61D INTENT OF THE MITIGATION PLAN / Total Phosphorous Removal Required for the Full Buildout 41,61 lbs/yr SHAM BE DEEMED MET. . l Achieved frartiffhe HNIP Practice of the SWIVI �ore-,t &Open$pace Easerne(ItS 2A2 lb5/�jr 7� MITIGATION P�,ANTINC*r'CAN 8.I= LOCATEDWITHIN THE SWM FOREST' & CIPFN SPACE ' � . _ — 2.49 lbs/yr I EASEMENTS. / Remaining Phosphorous Removal Requir;!�d to be Pur6ased - I — SUMMARY OF IMPERVIOUS AREAS Impervious Area Breakdown: Sidewalks & Dumpster Pad 6,212 SF Pervious Pavers 4,700 SF Parking Lot Asphalt & Curb 50,140 S F Building . 9,500 SF — Total 1 70,552 ISF I'Land Cover (acres) _____________ - , � �, -d..: ". . , i . � [._;.:�. .....".",',0 i­­.. . ­. !,:��:��:� : :,2 �.*.��:_�.:; :�:.. .. I..".. �.-..-_.�4 ,:.�.­­�­ � .. ... I . .I - �� - , " , . , . : ­:�,�,� �:��__ � ''I ".. , i w _� .�:,�i:,:�:_.[�.� .., <.�: :.��,:�:�.:.:, ,:.. ­­ .. :,::.,::, ��:�!�!!�� . ":: 1: :� - . ... �, ,��.��_.'--.`,;�i� I �:.�!��::��:��:�,�­_! ,. .1 -.1, ', - _::;: , :_�!:!�i.��*.,, 11. �,0 - Impervious Cover (acres) , , I �*_...��!:;:�!�. M�M _ ... ,., ­ ­ . , � , ". I]::,:, �� I MR.. . 1:�:�!���:�� �::�!��: , . . : . , , ��� :: . �_:,_­ ��i�-��:,�!�., *��:���:::: ,�:::,:�,�,:�.!.��:: �: � Ix. .,-� , : , � . 1. ,... ,�i��,�� .: .1� zi: ,:".. �� ,�:, I ::: � ; �Ix lig, _< :: ,::,.::�,:s !­_�_Z­..., ! -, :: �.,,_', I � '... ; ", i [ �:: `:::::� I" ,"', : I I '' ", ..... I ... I-: x., ��:K*��,:,��,:J,,:;i ,� :;.::.;��::.�,.,..,.,�.;::,..,.:.:.. :: """" . " ::.. 1:� ., ., - 1 * Forest/Open Space areas must be protected in accordance with the Virginia Runoff Reduction Method :::;��: �; � ;0 ., � I .f,::::.�:,:���::""�;:���::::.,.., ,:.,,,...�.1 IIIW�� I 5 �Annual Rainfall (inches) 43 i iTarget Rainfall Event (inches) 1.00 ITotal Phosphorus (TP) EMC (mg/L) 0.26 i 1 !Total Nitrogen (TN) EMC (mg/L) - 1�86 ITarget TP Load (lb/acre/yr) 0.41 I !Pj (unitless correction factor) . I _ 0.90 5 .. � . I . : 1. - I 1 4 '�&.� " .I :��. :­... , I I. � � ; I , � , � I � � , . . . . . . . I I I I I 0 ........ � ......... � ...... ­­ * I constant vatues I . . � I I . , . � � � . � - � ; .1 .. I � . I I I I I 1. . . 1. I ,2 .1­1 .1 . I A Soils B Soils C Soils D Soils Forest/Open Space � 0.02 I 0.03 0.04 I 0.05 - Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 1 1 1 ---I,--.-- 0.95 - _____ 0.95 ___ - 0.95 0.95 I Treatment Volume and Nutrient Loads CN FOR WPO 201600082 Forest/Open Space -- undisturbed, protected Area (acres forest/open space or reforested land CN Managed Turf -- disturbed, graded for yards or other Area (acres turf to be mowed/managed CN Impervious Cover I Area (acres I CN A Soi Is B Soils C Soils D Soils — - � , � - . x ,": �: .. -I—. ..'y I I " , 11 �1'1 - . ._, I I 1, ..""'.., , �,.� �; ::...,* .... ... � - � I 'i� � ... * ... x-, , ; : ... 0: :�i,, 1� � " , WW � " .1".. � � :..�." :�:".: I .."111,11. .�. . ". ,.. x- .... .. .... ,... ... . - �... ,. .... �::� ..� .. . ... . . _ .1. , .. .... ..... ., " ... 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". _'1,`1`.*' �� � "�' , 611iiiiil.-11`111�.� .. 0"''' .., , , - " * * , —, - ` I �` 110� "'����/�.*.�.,�l"..'7�""1"7�117 - ., ..."".. . ,: _ - ... - _'..., ::: ..... : , __ � ..7i 1. . . __... . ," . __....�: ;� ... - 11111111I.F. 1 , I... - ., I , .... 11 I A� ­:`;:;:�;:::;�::' �;:: : '. , . :. � ,�11,�,i.­ .�. I' . , 11 :::: 37� .111'1,:� ", � � ��, I � 98 . 98 � � 1 98 1 98 � I CN(D.A. C) ­,,�:.� �A ", ��l*������:���:]:�:���i��:j�;::;��` . ., - .: ..�!��i����:������:��i::���:������,:����!��:��]�?�:i.�:.i���I ."... . , , � �.11:: ­::�: ., ­ . I I :­_, `:�, I I '_:�4_ ,;,.:, : - . :�;� :.��­;, - I � - 11 11::�:y �1 ...] Pre-Developrrent Pos'(�C4�"Velejprylent _____ 2-year Flow, I 10-year - 21-year Flow, 10-year CN Area, ac. cf s, , � � � Flovi, cfs : I ; CN - Area, a c. cfs - Flow, ciF5 - �_ r DA A' 66.5 2.11 2.841 � ; 6,79 1 __ t � 08.3 3-25 '12,54 21 36 DA'S' 56.2 'I, 14 0� 5 5 2A2 1 __ DA r c r __ - -1 - 1 57.7 U.09 0.05 0,19 DA'D' ___ � - - ­­.- - - . � ______._., - 1 .1-111-11111- ­­­ 79.2 4,11 9.15 -I.-�---.�,.�-�....�.,�l".--.-�.I 18jo - Forest/Open Space -- undisturbed, protected Area (acres forest/open space or reforested land CN Managed Turf -- disturbed, graded for yards or other Area (acres turf to be mowed/managed CN Impervious Cover Area (aQres CN M �� , — --.-- I I a M _ _. --- -,--. -_ - I I � I so a 0. 1-year storm 2-year storm ;,X::.:.%..;.... . I ­,, �. :::::Xd: 1, 111_ N _.,. � , ...:..�. 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