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SDP201900045 Plan - Approved Minor Amendment 2020-05-14
t C— 101 v . ♦. , r SIR-S2 txmta PO QO.00-CO-055CFf//11 ISC EK ACHTCLUi3INC C OL PItyCOMPANIES D K 1' 1 PAGE 424 DOSING HMMY AN N\\ WHV C EXISTING HOLIDAY INN \�� °C STR-53 !, tip BUILDING A FFE=392.67 (8,500 SF) COUNTY 'rMP 07600-00-00-055A0 FFV INVESTMENTS LLC FED BOOK 4278 PAGE 243 �RD BOOK 1835 PAGE 742 ZONED: HC 4.070 ACRES . rJ 9 i0m9mi,rrr lrir(/ - L ,�Z CITY TMP 21B051000 5TH STREET STATION VENTURES LLC INSTRUMENT20150004565 ZONED: HW �-+• / \ TMP 21${52000 \ �x FTV INVESTMN<rS LLC INST No. 20120W k54 ° \ - N -^ • + ZONED: HW ��+ Ae 40W PHASE 2 SITE DATA SITE PLAN NUMBER: _ _ •,�n,.RLF-• __�_, •`„_.•_,. � y..- •- `�' f � EWIDPROFFEREDTRAVELWAV SUBDIVISION NUMBER: ` �+-'� REFER TO SHEEFG302 CEFAIL5287 • .,� ''- -__ - _ ..__— _ ._ `_'. • . rr . -- . �. �"+•'-' �• r - _ - � SPECIAL USE PERMIT: - - ----------- ZONING: lk OVERLAY DISTRICTS: we AKA `i LEGAL REFERENCE: �/ SOURCE OF TITLE: ` % / PLAT OF RECORD: OWNER/APPLICANT: Ar PROPOSED USE: 1AV MAGISTERIAL DISTRICT: ;,4" i �° /% BUILDING AREA: to �� BUILDING SETBACK: 'I J6 PARKING SETBACK: PARKING SPACES: COUNTY TMP076M1-00-00-00100 PHASE 1 REQUIRED: j $~ FFV INVESTMENTS LLC / , f /�j i w DEED BOO 42 8PAGE243 / i X �� ;, PHASE 1 PROVIDED: ZONELI 5,699ACRES :� LOADING SPACES: SDP 201900045 MINOR SII'C PLAN AMENDMENT FOR 5TH STREET DEVELOPMENT TAX MAP 76, PARCEL 55A SC0'1"1'SVfLLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA 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 DB: 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) � Z 0 0 CCq In M N = -2 Q OR r Ld Z Q -1 m m m ca 0 O Q Z Y U W p 0 U L'J �z � o P-I LN2 h Z�Q0 0co �I H i� I U�A zo, W Z Z, OE z� 0+ I� W PHASE 1 REQUIRED: `/ / PHASE 1 PROVIDED: 1 WATERSHED: THIS PARCEL IS LOCATED WITHIN T MOORE'S CREEK DRAINAGE BASIN. Loa, WATER SUPPLY: COUNTY WATER SYSTEM Ld /'/ I i Cy q- O N W 0 ,- .4. SANITARY SEWER: COUNTY SEWER N N BUILDING HEIGHT: THE MAX BUILDING HEIGHT PERMITTED IS 65. THE MINIMUM STEP BACK REQUIREMENTS FOR AN STORY THAT BEGINS ABOVE 40' IN HEIIGHT OF FOR EACH STORY ABOVE THE 3RD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS cn rn PROVIDED IN SECTION 4.20. PROPOSED BUILDING HEIGHT SHALL BE LESS THAN 25. Z w w w 0 SHEET INDEX FOR. SDP 201900045 Purpose of This Minor Site SHEET INDEX FOR SDP 201700012 � C) : M o Plan Amendment 1 COVER AMENDED v � o 0 .50' 100' 15( y.>,__iQ i z���"--'--F---.--. �_�- �....� � i � . i � 1 PARCEL OVERVIEW / �,' CALM 1 "=50' US INTERSTATEROUTI 64 r _ L .// ' —aa SCALE: 1" = 5O' VARIABLE WIDTHPUBLICRIC_ _,RWAY __ _ �— i 4— - -/ S J > F . _..-/ 0 - - -� - - GENERAL NOTES: LEGEND DB DEED BOOK 1. THIS MINOR AMENDMENT ONLY APPLIES TO PHASE 1 OF SDP 201700012. PHASE 2 AND 3 AMENDMENTS WILL BE SHOWN ON OTHER AMENDMENTS PG PAGE 2. STEEP SLOPES: ALL STEEP SLOPES ARE PRESERVED SLOPES ON THE PROPERTY. THE IMPACTS TO THE PRESERVED SLOPES AS SHOWN ARE PERMITTED THROUGH FH FIRE HYDRANT THE PREVIOUSLY APPROVED SPECIAL USE PERMIT AND REZONING FOR THE PROPERTY. THE IMPACTED PRESERVED SLOPES SHALL BE TREATED AS MANAGED SLOPE, WV WM WATERVALVE WATER METER PER THE ZONING ORDINANCE. FFE FMSHED FLOOR BLEVA11ON 3. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED BSL BUILDING SETBACK LINE ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC PSL PARKING SETBACK LINE 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 PP POWERPOLE PARKING SPACE THEY SERVE. SCC -- ULD --- STORMWATER CONVEYANCE CHANNEL ULTIMATE LIMITS OF DISTURBANCE 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 -- TP ---- TREE PROTECTION FENCING 6. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS -- FHOD-- FLOOD HAZARD OVERLAY DISTRICT 7. A KNOX BOX IS REQUIRED ON BUILDING A TBR TO BE REMOVEDTBA TO BE ABANDONED IF IRON FOUND 5th STREET CONSTRUCTION NOTES: ULD ULTIMATE LIMITS OF DISTURBANCE 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 ® CRITICAL SLOPES RETURN, AS SHOWN. 2. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN. PERMEABLEPAVERS 3. THE PROPOSED TURN LANE 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 CHARLOTTESVILLE' SIGN. THE SIGN IS LOCATED 360' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100 TO LEAVE THE SIGN INTACT. 5. CONTRACTOR SHALL RELOCATED THE 'CAR/VAN POOL INFO.' AND 'SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. Submittal Type Reviewed and Approved by the Commu� ty vel ment a artment Date � i q Zo-LV File#_ 7-014— A5 Signature C-001......... C-101......... C-201........ C-202 ........ COVERSHEET EXISTING CONDITIONS & DEMOLITION PLAN SITE PLAN GRADING PLAN 1. 2. The purpose of this Minor site Plan Amendment is to improve the Phase 1 parking, drive thru p g. lanes 10 proffered travel way, landscaping, and lighting. Refer to SDP201700012 - Final 2 ........ 3 ........ 4 ....... 5 ........ ( } 899 Pb� (AMENDED) rr (AMENDED) GRAdNNG 1%$at (AMENDED) (AMENDED) Lv � O U (n 0 ¢ D 0 0 o 0 > D 0 0 C-203 ........ C-204 ......... C-205 ........ C-206 ........ C-207 ........ C-208 ........ C-301........ C-302 ........ C-401........ C-402 ........ C-403 ..•..... C-501........ C-502 ........ C-503 ........ C-504 ........ UTILITY PLAN LANDSCAPE PLAN , LANDSCAPE PLAN PROFFERS AND CONDITIONS ACCESS & DRAINAGE EASEMENTS UTILITY EASEMENTS SITE DETAILS SITE DETAILS STORM PROFILES UTILITY PROFILES DRAINAGE CALCULATIONS LIGHTING PLAN LIGHTING PLAN 5TH STREET IMPROVEMENTS SWM COMPLIANCE WITH WPO 201600082 3. Site Plan for 5th Street Development.6 Major Site Plan Amendment for phase 2 will be submitted after approval of this Minor Site Plan Amendment •••••••• 7 ........ g 9 ..•.•••• 10 ....... I I ....... 12....... 13 ....... 14 .•..... PROM (AMENDED) (AMENDED} (AMENDED) UTILITY NOTES & DETAILS (AMENDED) (AMENDED) 5TH STREET IMPROVEMENTS PROFFERS AND CONDITIONS (AMENDED) o z �' N d- Ln W � W Q W Z W O Q W SIGNATURE PANEL 2 VICINITY MAP G-0O SCALE: 1 "= 500' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 11 -Q4-7ab ENGINEER vp INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION JALBEMARLE COUNTY SERVICE AUTHORITY P-i E--i W H C4 Cl)0 ` w� Q LA LO d O SHEET NO. C-001 SHEET 1 of 19 EXISTING CONDITIONS NOTES: REFER TO SHEET C-205 DETAIL 2 . t A1. THIS PROJECTS STORM SEWER OUTFACES WITHIN THE FLOOQPLAIN LIMITS, BASEQ ON THE APPROVEQ FEMA MAP REVISION FOR FEMA20 O 20 40 fi0 ���� � ���yi MAP NUMBER 51003C, PANEL 0269D. 4 Niit 2. BOUNDARY WAS OBTAINED FROM PLAT BY MERIDIAN PLANNING GROUP, LLC RECORDED IN db 5013-259. \ - 46 / / ' `''p d- �.v i �� / / /�► �/ 1 \ SCALE: 1 =20 0 w 3. TOPOGRAPHY WAS PREPARED BY JOHN MCNAIR & ASSOCIATES CONSULTING ENGINEERS AND MERIDIAN PLANNING GROUP, LLC. THE f - / % , / ®�1/ k' �i �� o i - \ \ M SITE IS CURRENTLY UNDER CONSTRUCTION SO TOPOGRAPHY COULD NOT BE VERIFIED AT THIS TIME. ,�r •�,r„`r, v,P / // / - 4. THERE IS A 100' STREAM BUFFER ONSITE FOR BISCUIT RUN. THERE IS ALSO A 100' BUFFER ONSITE FOR MOORES CREEK WITH AN «s`"� �I \ ' z o ALLOWABLE DISTURBANCE WITHIN THE LANDWARD 50' PER SP 2007-00063, WHICH WAS APPROVED BY THE ALBEMARLE COUNTY BOS. ''jDy° '♦ to\I o`er � ✓� '® �� _ ! ,/ < \ as ti ®� `t J�9o��' V�p®� � ®f / i ' _ / `� \ \ / �j�' �J� N O 04 ob NI -37� 370, 3g.._co EXIST. 1�' PUBLIC W -Ie - - - _ - -- ACCESS EASEMENT ®' DB 5013-265 EX MW EXISTING TREES TO REMAIN ®'' �"► � � �` ` � - � 24'/'HDPE/- / / / r �, o� - ~�� / EXIST. 8' PUBLIC �_ ( ) \ '�:` —_ �_ `'`� ' -- - - �- * E � ti� tic ,/ ACCESS EASEMENT ' /'iG ''- - _- _ - �+ �-+ ► w r %�' 5013-265 o \ � / / � ��' J / Ate : i ,' / , . / j / ' , 1 ,/ .� / � / / /, 6 �•: „= � '° `.,� `. � � t�WCO f, / 1 W \ JV Aico ,,,-' � „ /^�Y ♦ it fit �® w ° �`> A i' /' / / a / 5 '"�►' ~- EXIST. 15' PUBLIC ' J I / a* `'�'• ACCESS EASEMENT p-+ 'FP �'' i-,,",�,,, �\ DB 50],3�265 W '- / / \ a I e" f /, / ! / / / ING 8' DIP SANIT / EXISTING TREES / , / \ "°�- �\ �. �'~- • ' / _ ( I / �� — EWER TO BE ABAND / • REMOVED AS NECESSA �TBR) ' # �►, R TO ABANDON EXISTING FIRE HYDRANT J� f - THE WATER MAIN IN ACCORDANCE WI- A� / NDARDS. CONTRACTOR SHALL REMO 9�4 EX'�fH ( / / �, / �/ I ' \ �• \ / ' ~~"+ RE HYDRANT. SEE UTILITY NOTE #1 / " ��„ $ /� / { / / / �_, , ' �f J \ �` a \X �''�r, ®i,® `1y`` • -.,_ ADDITIONAL REQUI E / -' / - - EX M�1 C ��� / \ \ \ `. / ^a' Fire I'TeR) / / ° /l ► ! \ ` \ a 's%, Hydrant ` -Benchmark� �` , r� \ \ NI M I PORTIONOF EXISTING / -- _ 3 ° `�� { (r / r `� \ \ \ 1 EASEMENT TO BE / �'' I /x. \ VA TED J t�' `L' / ®'UFO ' l / ��° '`F, r . . /. �� , � I I � �d { � •' �• � \ �� J9� / �O 61y\,l N/• 1\ -\ \�\ ` / '/ Si' ` /' -- - EX da INM EX STR-52` � 1 l /! ' �► T. VARIABLE WIDTH PRIVATE- 0;- - ;®G�° _ _ _ / - // / ' _ '/�1 \ \ \ �`\ Elf PAVE ENf \ � EXIST. / 4 O��j / _-- �� \ l \ I — f -- / cUn 0 0 (T� 'INGRESS/EGRESS ACCESS EASEMENT w Cd Z < Z O Z �DB 5013 259 -y / /� `. �� 1 I I ► ®G / ,�� / ! 4 1 / o ¢ o > o NN 'Z6 - - l\ EX S%R-49 �1 / \ ® J/ , ' / lj 491 ®ice t/ - ..__ - r EX \ \ ° ,jam �// - / _ / / ..� ® / 1 w I.--� \E STR_ ~ \ � `j // / / i 1 '" / I �� ® W C� E T. V RIABLE WIDTH PRIVY �_ �' 9 / = rya I SS/ RES ACCESS EASEMENT\, \\o� i9 /, s / �-�► w U) �=1 DB 4984-535 ; / - �' \\\_ �\F� \� \ - - _ _ - / `/Nd ®� /' q # F w Ld \ G XEX PAVEMENT \\ �' / / i% ,1 �' o, w - / - SHEET NO. EXISTING HOLIDAY INN Y SHEET 2 of 19 FILL NOTES: REFER TO SHEET C-205 DETAIL 4 L20' 0 20' 40' 60'1. ALFILL SHALL BE PLACED AT 95% COMPACTION. 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE / COMPACTION OVER TEH ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND \ _ C� / Jylo� A. •{ ' / °� SCALE: 1 "=20' o , BRIDGE SPECIFICATION 30304. \ 3. GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUN OFF AWAY FROM BUILDINGS AT ALL TIMES. ' \Zj 4. ALL SLOPES STEEPER THAN 3:1 FROM FILL OPERATIONS THAT ARE TO REMAIN FOR A PERIOD LONGER THAN } 4! « r ',:.;,•j; • / \ / �i� 12 MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. „}�'"' _�_ _ 'r►�f, i J ! - `� Oh, �O 5. CONTRACTOR SHALL INSTALL VDOT STD, GR-2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE }},,,,► ,, / � � ,,; ..� -. ;` PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. ,♦ / �®®i ~� . _ m 6. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS, THIS INCLUDES RETAINING WALL ' .� J J`9 t ''-:'•' e�'� \ \ �� / k� 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 JAI \ % \ ` o SURVEYS AND SITE VISITS AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF ,� ® i �►,;,:: �' ; LID TIME, THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES & THE EXISTING TOPOGRAPHY - s J`D� % J J ® ;:•�.'' % ,�' \ \ \ p N U) a SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. �_ DRAINAGE NOTES: J�ps ° J� 1; °` 'y �, / z Q m m m 1. A MINIMUM OF 1' VERTICAL SEPARATION FROM STORM SEWER &WATER AND SEWER LINES MUST BE PROVIDED. '► J �' �'� \'� .,' \ / a c� 0 0 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR ® /i � / / ;;!:_ ' cn / o z Y TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ®�� J��`' ~' -- _----_ °� "`•~ +"Y ~ \ \ ca U ACCESSES, CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE J� /i cx� ® �... J y - __ _ - i 66 `'�. _ \ w = TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. a' - ' - �� ,� I �° :►'� .. ��� �� 3%I- __ �O- 3. CONTRACTOR SHALL FIELD. FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE \119 EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES 'S _- RR�COTT ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. i'I `' :.::=�; '- �' UH ®� Det 8 On S -302 �' - - , �` � raA) THE CONTRACTOR SHALL ENSURE ALL STATE &COUNTY REGULATIONS ARE MET WITH THE IMPROVEMENTS. s 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO / ! J� / 2<�b ; .�`� ; `�� u EXISTING TREES CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED.qi►,� ��� 5. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CLIII RCP MATERIAL, THE CONTRACTOR MAY SELECT A / ` ,v® '`' / f'' / ® TO REMAIN U - -� - � ® _ � 0 DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN � �' = /" JJ' ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. / r �b3 O� �� ,-..,�' �F �� / / (TBA} `S 1G 1 T 9.82 L7 0� ' / �,� ; ''� I `~ ��`` "`'` F--I cP Q � w .-�.. � - / / ' ��"�, � ��' ! ' / / 3 8 � .%.;~ ;r--.. �''p"'°" •.i/w„11,1� / 3' ! %' f /®�� f � \ _ _ --_•_ � -- � " .'-' �_ � I�i � ^ 5 � TC9 lo \�'.k EW RETAI - ILL #�► / ,, 1 �A1� •., . u FERED TR V 6s EW 10' PROF A ELWAY� �, / \ 1 „� l� \ :•t � a FER TO SHEET C-302 DETAILS 2 & \�` �, j�-r-'{ Z lZb• 'f.--ice' Q, a-' TC92.10 "- ._.�� "---®'77'°��1, ���� z W MH2 / '' -� "•- �.. '0`' ' ,',., ' ., i -� �{ W TC92. �`�►, � 4 r TC92.33 � - �' i � ,: ; �• � �' 1.88 Q // re\� � C92.30 ••-.. -�. / '� 1,,® `ram � �� �. % z rt�z "a0 ,,;:�►. / 2 F`� �� C90.60 TC93.1 TC92.3TC92"q�O PATIO � \ Q ''♦ TC92,50� ` ': ` T 90,0u,'\s ` TC9 R T 32.50 '+:; �r TC91.40 \ TC89 0 ®''' \' /' TC93.1 / \ \ ^F 091.1- � 1 /P92.2 :,�� P ''' ` ! \ � \ TC89.60 �C92.3 T 2.20 .Y TC/P 254 ,g' -• ,® �' TC91.2 1 •,; I / 1:'::';: \ TC9"2. 0 'SI ITC95. ; .:;," ; r►.: � - o `� STOP I / TC92.25 Q. .��,r.• 4ii i �` �� , ®, '`�.�.:, ,...•,• . ;.. °j P21.95 `• ►'. \ ' ! s _ TC89.6�} ' IGN 1 Tp91180 / .. , . / J I 1' TC92 '' ,�p�0 i �'�" h T 9.90 TC/P88.66,� BUILDING A \ ; ' % / : -., P89.40 TC89.7a \ �� NEW PA 0 E RE Atf�NG WALL { / TI AREA 1.3 _ .�� / ' A TG/P$8.30 �� PERMEABLE - AX EI { 4' , / P 2•04 s.:r:� FFE= 392.67 ` �' ' '` ' ` �► �o / . TC91.26 / { . '•:. TC88.70 PAVERS it MH6 / �� 1�C91� 80 TC92.2 k'•' ` ,9,J00 S� TC92.5 { TC30.10 TC91 11 TC/P89,40 TC P,90.28 / / \ :.,:; "��r,,• \ \... / \ / TC/P 40 W 9 4 TC90.5 { \ \ __ \ TC89.2a- E-X 3', m ��.... / { -t:® \ \ \ ( ( �� ® B 89. 0- - r MH3 91. 5 TC90.$0 / T 4�3 �`b TE9 3 - - '�X STR-52 TMO 0- +® TC92.50 TC92.50 \ - - - -.1 e91 RETAIN1NGWALL- jo SIG W=89. a -M-AX H,FIGHT =2-0' r i EW RETAINING WALL\ $9.40. i o TC90.2 \ l., MAX HEIGHT = 2 `','�,\ TW=392, �'/ % �' c ' } TC9�107' I, ®� �92.501 C92 50 � T 2.50 / I o0 Al TC9 / i /' �1 \ � •t ice• ;. \ ,\ ®\�. / l c9a.5 ®®® `� •: r, �,� C90.7 Tc�o.70 ' �:ti �. T0I90.50 / / �� '� �� .'i\',:" j` \ •' \,,. \�sevo _STOPS _TC9 .8d� o® PHAS EX MN D �j' `� ~`'°-.. 90.6a �. SIGN - - �® E \ EXISTING HOLIDAY INN \ \ �-386- \E- TC8TC90.�0 \ \ \ o TCO 38 C9o:ego TC92.47, TC92.33 TC92.62 G ' ® TC92.00 G 1121 0 <D y G� e� 6 i 0, 0 LLI 00 0 N cn cn cn C85)4 % 1y / z Z �2 w cn w _ } t- E- / z z / I a 00 z¢ z z O cJ O a O U Q U> U - / O N n d U) / z e Z z 1 ,QU) / ® t .� w N ti � L J_P4 CJ F- Ld Lr_ a' � % / I SHEET NO. C-202 / I / /' SHEET 4 of 19 j UTILITY NOTES: ® �' y®` 1. A MINIMUM OF 1 OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND WATER AND SEWER LINES MUST BE PROVIDED. // J� . y•+ \ 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WAAND S/L. o,► N 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATOIN FROM WATER AND SEWER LINES MUST BE PROVIDED. _ ��`�®� , ��® �•• ®� / /'� ,. e C z ,- r, �� 4, GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. �� ,�� .: ,� o� 20' 0 20' 40' 60' a \\ z 5. ALL PROPOSED SANITARY SEWER AND WATERLINE STRUCTURES SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT &SHALL BE F� -® X MH 1 THROUGH MH 2 %� Q DEDICATED FOR PUBLIC USE PRIOR TO FINAL SITE PLAN APPROVAL. IS DUCTILE IRON PIPE - �+ \ o CON ACTOR SHALL ENSURE \3 �`• ' 'X -' 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE .,: ' % j- SCIP L 1 -20 e 0 EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF MH 1 HAS A WATERTIGHT ® / :. ,•J- ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. �/ MANHOLE FRAME &COVER °`p �.'r `� / / / ``� - _ �W O P� ���' v / , Jam® ��/ : ;:. ,..:. / J ' - EX MH ANY A�-��_ ' C +. 7. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE EXISTING STORM, WATER i �D j� : ::';•. �11 \• / �' -- -" -- tat AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES ARE MAINTAINED THROUGHOUT AND THE INTEGRITY ./ ,® ®`'�� I ® f� °�� \ '� ems. ° ro- a, OF THE EXISTING INFRASTRUCTURE IS NOT COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE ® ' t A°� ?�'� n / ro .- Z MET WITH THE IMPROVEMENTS. / e b i D SANITARY SEWER CONTRA OR SHALL TIE INTO EX MH 1 & STORM WATER AN e o N o 8. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL �� •'`'s y' `� - _ e / N ii vi ABANDO HE EXISTING SANITARY SEWER l = g STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. COU INS ENGINEERING SHALL VERIFY ALL ® a '- i., \ \ / BETWEEN MH 1 AND THE DOGHOUSE MH6. a� SURVEY CUT SHEETS WITH RESPECT TO THE CONTRACTOR'S ASBUILT SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER CONTRACT SHALL NOT ABANDON THE EXISTIN ELEVATIONS ARE MET. " � � - \ e SANIT Y SEWER BETWEEN'EX MH1' AND'MH6', p \;�� ;,^ \ e w w m m m 9. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF EXISTING UTILITIES TO CONFIRM DEPTHS AND TO i 1 OR AKE ANY MODIFICATIONS TO THE S/L, UNTIL' -<\ _, \ e / /' Oz o U m m m ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. / E /� ACSA INSPECTOR HAS GRANTED APPROVAL. _ •'' � .I B 10. FOR THE SANITARY SEWER BETWEEN 'EX MH 1' AND 'EX MH 2': CONTRACTOR SHALL TELEVISE THE EXISTING SANITARY SEWER PRIOR ��� J� 000 i� / o TO CONSTRUCTION TO IDENTIFY THE LOCAl10N(S) OF ANY POTENTIAL EXISTING LATERALS. IF EXISTING LATERALS ARE LOCATED THE ,®/', i i.'Y.; i • ,�/ :-_' CONTRACTORS SHALL SCHEDULE A DISRUPTION OF SERVICE WITH ACSA & THE PROPERTY OWNERS. THE CONTRACTOR SHALL ENSURE CONTRACTOR SHALL WAIT TO INS LL THE SANITARY �® \ y , / , I �EMP�_' : _- _ _ _._ 36�g- wo = ALL EXISTING CONNECTIONS ARE REESTABLISHED WITH THE RELOCATED SEWER. AFTER THE SEWER UPGRADE HAS TAKEN PLACE THE `' - !� _ -- 37 -_ 3 70 SEWER CONNECTION FROM MH4 INTO MH3 UNTIL AFTER �' EXISTING LATERAL CONNECTIONS HAVE BEEN RECONNECTED AND THE DISRUPTIONS TO SERVICE HAVE ENDED, THE CONTRACTOR SHALL THE NITARY SEWER RELOCATION HAS BEEN COMPLETED ,��:rr!E� 4 i TELEVISE THE LINE TO ENSURE ADEQUATE CONSTRUCTION AND COMPLIANCE WITH ACSA & BUILDING REGULATIONS. AN ACSA SA - EX MH1). CONSTRUCTION OF THIS CONNECTIO�° / REPRESENTATIVE SHALL BE PRESENT DURING THE TELEVISING OF THE SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS INTO MH3 SHALL ONLY OCCUR AFTER THE ACSA + �,::,. ,-�,� � I � • � /�// �'_--' �! ,_ _`. `• � _� - ,1 _ 1• \ �, SECTION THAT CANNOT BE TESTED SHALL BE TELEVISED. INSPECTOR HAS GRANTED APPROVAL TO MINIMIZE L? / o/- 11. A KEY BOX SHALL BE PROVIDED ON ALL (3) BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE POTENTIAL DISRUPTIONS TO EXISTING CONDITIONS. :.",.; �' w 'J EXISTING TREES MARSHALCS OFFICE TO DETERMINE THE LOCATION. ��� :,:. / TO REMAIN v - _�`�.. . • . �_ __ a 12. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. / �� , ® �` ® 1 CQ 02 13. ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIRES COORDINATION WITH THE ACSA AND HOLIDAY INN. i 4t% / »/ S _- - -- -- - .. a 14. CONTRACTOR SHALL INSTALL A 20 LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANITARY SEWER. STEEL SLEEVE , i r•' ;. ' 4 / n , ( ) ' 3 i� ;; " F / ROPOSED 20' LONG STEEL ^ H C c ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT EXTENDS A MINIMUM OF 5 BEYOND THE EDGES OF THE WALLS j / O , 10) 7BA 1 _��� Z a G r'.' > -� obi / ENCASEMENT. SEE'UTILITY NOTE / , �:^ '� �-� o v FOUNDTAION. STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE WITH THE ACSA DETAIL TD-36 SHOWN ON SHEET 9. i O� �C,Y ® ,.. % , / a: J �, a _ '��-+ ° I W ��� vim° N THIS SHEET. �� > `�" '- ►�' ao / c0 Vj Pei 000, o �I LFy �a .� i -W RETAI LL /`•: r: .r ��% u EW 10 PROFFERED TRAVELVVA aW J� PP s �; s �.�_' �ir \ FER TO SHEET C-302 DETAILS 2 &_7 .� / Z W o `^ F—s P + °� / PROPOSED SANITARY / � / `.''�:,•••�G`D ` �` o SEWER RELOCATION TO BE ���� �'uco'1 _ w LOCATED WITHIN EXISTING a �PUBLIC EASEMENTS SEMENTS & R/W MH �/ �- _ f /4�• ;� ` (, / 1 o •• ! �® P CONNECT PROPOSED SST P Y .�:;' / 4 S_•.., ` \ �.,�, - ( i ,SIGN- W/LTO EXISTING W/ / I/ -- / VIA A 12"X8" TS&V j I /' — / / PATIO S� �OQ •'� ' ; ..t': / \ \• ` i',•vvvvv♦ IRS } } • :;: -�`� I /• •'''A '� � � ::'••i \�0 4♦4 PROPOSED 8" .52 01 W/L ��� , } }\ \ �.' �� ,/ /' :; :s ��► ''o v� 1 '•• � / `": 'yj�j !' .,�- be e / +�?..., /i PROPOSED COMPLETE FIRE�' PR POSED CL. 50 DIP SANITARY ` / b �� �' ��f� ® ,•�+'••, HYDRANT ASSEMBLY W/ 8"x6" TE `,P" � � ! LL /' / ` `� �; „';: / i ..;:' ' / � +.,, + - •: SEWER LTERAL FOR WASTE WATER & 6" GV `3— 1�°�2 F ' / ` s;,: ` FROM GREASE TRAP SHOULD IT BE o / LOCATL\D EXTERNALLY. MEP TO ( ®' . : •. j9Q °� IGN, j/ / / PROVIDE REQUIRED PIPE DIAMETER / / ;" �S� a G �¢ NEW PATIO AREA E RE At- NG WAL " / a,. / �� } ( �'- \ BUILDING A \. 1, :.,+..,_ AXHEI F 4 F F E - 3 9 2.6 7 - .., PERMEABLE LOCATION OF , ..:. PAVERS MH6 / �y � \ \ (.9 , 500 SF) / / . PROPOSED FDC + \ w \ \ \ 1. /� / + / / � / � . / / 1- \ \ �, ,' • \• \ � -- —_ __. _- / .. \ LO RO SED GREASE TRAP r- (MAY BE INyTALCED ,l WM H jN BUILDINGr) % EX 3 } F- F- F- o w w w / � � / � •'.� ,_ `G' X\ STR-52 o�� ���•`:�. '•.. � \ \ �. __� -- noo } 1 _ / � O� w �O �OLOCATION OF � ic PROPOSED FDC AINJNG WN-L- 0 O O -MAX HEIGHT =2:0' ` w � U v I EW RETAINING WAIL / ' / ��+ M } o'er ® O Q O > O /S \f: `� \ _••• MAX HEIGHT - 2 ( ^7 l - i TW=392,P6G-: } p 1 // \ �o 's d �• .� �/ �' WATER MET ��► $ / �' .`'i VAULT `STOP # C-' / Z w EX MH D E 2 PROPOSED 6"x4" , ,�\� \ * TWO (2) PROPOSED 1 DIA. CORPS STOPS / ^l \ _ �♦ 1 COPPER WATER LATERALS & 1 H TEE FOR 4 CL. 52 D \ `�� / ►► SETTERS FOR (2) TWO 1 METERS (BLDG. LINE W/ 4" G.V. \E ` �.. / , 1 1 A). 2 MINIMUM SEPARATION, AS SHOWN / y I FFIRE H P POSE F.H. A EMBLY W/ 8 x6 TEE,6"G.V. / \ ROPOSED 6" GV P OPOSED 8"x6" REDUCE R. _ _ S_Li (1) PRO OSED ' x4"TEE W/ 4" GV, ` ,\ 5 -PROPOSED 6" • i �_ �' w CO ER FOR 2" METER i •' t�--r,�-� / 90 DEGREE BEND „ 4 � F— 0 w � 2" VA (SEE SA TD I 2) (BLDG. A) ` ` \ \� �e / e / e / e\ / e e / e / e EXISTING HOLIDAY INN \\ / e PRT2'& SED 6"x4" TEE FOR 4" c j CL. FI LINE W/ 4" G.V. ul / ee 1J / / LOW OFF ASSEMBLY CAP ON PHASE 1 SEWER / / �' •` r � L �i v / Q X /f •' i % SHEET NO. / V C-203 ,: _ SHEET 5 of 19 PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY I PHASE 1 QUANTITY PHASE 1 TOTAL CANOPY TREES AR ACER RUBRUM RED MAPLE 2 1/2" cal. 452 0 0 BN BETULA NIGRA RIVER BIRCH 1.5-1.75" cal. 464 0 0 NS NYSSA SYLVATICA BLACKGUM 2 1/2" cal. 151 1 151 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" cal. 422 1 422 QA QUERCUS ALBA WHITE OAK 3 1/2" cal. 243 6 1458 QP QUERCUS PHELLOS WILLOW OAK 2 1/2" cal. 419 0 0 UP ULMUS PARVIFOLIA 'ALLEE' ALLEE ELM 2 1/2" cal. 423 7 2961 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6-7' ht. 130 6 780 CC CERCIS CANADENSIS REDBUD 6-7' ht. 124 9 1116 CK CORNUS KOUSA KOUSA DOGWOOD 6-7' ht. 128 4 512 MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 2 226 MS MAGNOLIA STELLATA STAR MAGNOLIA 6-7' ht. 49 0 0 EVERGREEN TREES IN ILEX x 'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 4'-5' ht 442 56 24752 MG MAGNOLIA GRANDIFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 25 45 1125 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4'-5' ht. 16 3 48 SHRUBS AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 14 196 AZ AZALEA 'GEORGE TABOR' GEORGE TABOR AZALEA 6-8" ht. min 5 8 40 CS CORNUS SERICEA RED TWO DOGWOOD 18" ht. min 72 19 1368 IC ILEX CORNUTA CHINESE HOLLY 18" ht. min 20 30 600 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 26 46 1196 IV ITEA VIRGINICA 'HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 18" ht, min 64 37 2368 TOTAL CANOPY 39319 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ID PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. CALCULATIONS: PROPOSED DEVELOPMENT 2.85 AC 124,113 SF CANOPY REQUIRED (107) 0.28 AC 12,411 SF PROPOSED CANOPY 0.39 AC 39,319 SF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES 56 # TREES REQUIRED (1/10) 6 LARGE SHADE TREES PROPOSED: 15 PAVED PARKING & VEHICULAR CIRCULATION AREA: 44,005 SF SF PLANTING REQUIRED (57.): 2,200 SF SF PLANTING SPACE PROVIDED: 6,346 SF PARKING LOT LARGE SHADE TREE PLANTING LIST: QP: 0 QA: 6 AR: 0 PA: 1 BN: 0 NS: 1 UP: 7 ADDITIONAL PARKING LOT PLANTING LIST: IV: 37 CS: 19 MV: 2 AB: 14 IG: 46 CC: 9 IC: 30 CK: 4 MS: 0 AG: 6 JV: 3 PHASE 2 AND 3 LANDSCAPING ARE NOT SHOWN ON THIS AMENDMENT. FURTHER PHASES WILL BE SHOWN ON OTHER AMENDMENTS. XMHD -\, ilk' ®' � ` .� v" ,�9 •; ': -• ® /- / • i SIP00 / f 20 0 20 40 f ' 60 ML • '\. ��il / `� il� r ;e�t,:l • � CALE: 1 "=20' / • / . � sn / ®tit r :�-•-� a / cam+ �S •.• ..,. /. � , •. � SIP (D 000 loll 00001* / ® �,®� ` �,, �• �� �' ' TMP 21-BQ52000 / FTV INVESTMt NTS LLC / / � � �® • ix.: �•� • /ate �• , / , INST No. 20120005�54 / ZONED: HW N. ti;Uf E SWM FOREST AND PEN SPACE EASEMENT o�/ / DB 4954-732 24" HDP[/ .� ''• n(( $ AIA p L' ;•.�,t�F. O rrr,,;�r ~ { + _ —= @ EW 10' PROFFERED TRAVELWAY ;,. ,� „' ��rx " '• :.: » FER TO SHEET C-302 DETAILS 2 & 7 s9 PP ... O , • +,rr x a •. NO LANDSCAPING TREES ARE ALLOWED TO ��' -> '` Q '``°°►, — `' '-: u BE PLANTED WITHIN 10' OF THE EXISTING ,!"f ,:._'•=' O - + ' ,, x �co \ SEWER LINE UNTIL THE RELOCATION IS \ il�� ""� '::.. ' I O �, I `�!u�,-• CONSTRUCTED, TESTED & ACCEPTED.' T O s '`�c , / `:`• `' EX 3" STR-52 \ - `, f� j- •,+��� ���i�a'��''� / .•. ,��'�■":���,' '��.•' �'., ► �iiillr�r►"" { .fix �,,� �r'��iii�u� IS `a - , ,: are 'r► j � k z. � IIL.■. ON MAMA w • � M• r .�i��� -r a'��' • _. ��1..' '•,.3z �rF�.r,. �'�,.."�r,��=� ! .. _ STOPSIGN „row �� "`•. REFER TO SHEET C-205 DETAIL 1 / a f s • j e� 4i t � N A 0> w �0 P��F � ON Z N LO O V) co z Q J M M M m O U Z W S2 W n z T 1 �,../ 4 ZH �1-4w * VA 5>Q z I� 0 � w w °° I'■'_I �' sJ H � A � wawa Q W ui cy) cy) N N d 04 O N` 0 r r L0 zWf-W�UJ O F- °- ::E :�E © z W 2 2 o z W :�E M g o c�� w o v v o v v o Z O Q U Z O F- p Z O U Q U > U O Z r' N M 1-t Z Z w Q Z � o � <U-ioQ w � W W Fes-- Fyi uj C w) F—iLID F- CL V) SHEET NO. C-204 SHEET 6 of 19 �TC92.0 TC92.2 ri 1 LANDSCAPE PLAN -20 SCALE: 1" = 20' REFER TO SHEET C-204 8 ==IN 16-! 16-" 41. 41A m 6 4.�.=term W" P4 it, I , 0, - M-C WL m x it tiANLUTT� N V 1LLL - 20' a 20' �4a'' so' MONUMENT SIGN SCALE: 1 "=20' i s GIN 1 A �.000,/ 20 0 N �9I O S ro �p I / J� / I pO Z Q <C )�/ / \ U Z 0 0 LLJ '010 Y W s pj/ � / � rS� •' \ a"f \Tmp,2hBQ52000 .��+I �' P9 -,g z� o ` `'�I / �� ` �T'AT TR\TX1-QdTl�4�T`TC T T (' H O U � I REFER TO SHEET C-101 [2--�EXISTING CONDITIONS -20 SCALE: 1" = 20' WE HARLOTTESVILLE MONUMENT SIGN 20' 0 20' �/ 40' 60' % , ` � J� � i aR �L SCALE: 1 "=20' 20' a 20' 40' 60' x 4: SCALE: 1 "=20' R ro 3 SITE PLAN -20 SCALE: 1" = 20' ®J `VINP000 CIO tr .f•. .`p v" �Jy :�'�� ! TMP 21Q52000 REFER' TO SHEET C-201 HARLOTTESVILLE / o \�0' a 20' 40' so' MONUMENT SIGN/ a SCALE: I"=20' JApo ` p (D � � � , :fir • . •' / o ®op Op , J\qe ��✓ / EX MH elp`® J,9 i 1 • ',�00\\ / / Tr,/ �.TTVIR21BQ52000 REFER TO SHEET C-202 A GRADING PLAN rn rn a N r N Q �- 0 N LO \ z z z Z W F W F W O � °- o ::E o o E 0} ME m U 00 OU W F- }U i- 0 Q ~ O U O p O U Q U > U �mmmmI E-+ Z E-+ W Z � W Z Rom-► �'' E-+ � w W � � � Q liJ N� b W Z E Lo F- H {--. 0 2 SHEET NO. C-205 SHEET 7 of 19 Clrlgi rail '7'ru R'trA Amendment PROFtr"ERl3TATI ME NT ,stoning AonlW atiailt NilAtherr 4MA No 201240+t107 ex Prinun humtsertztlr IMP tilta9t}-{!i?•O(f•A3SA0. tined p4rimis vl Phi.P 076MI-0-00- iyJ104° and of'rMP 0?60VI0I6M05X0 uiullb[iag of a 430:1trird, Otero Of less, ill OMO on Alutr.htmot A '" v P,iC: litgtrY,Av C'nntmett.'tniitrlit`1I1{;hsvey. Ctltetnl (pgq(i, F1'V hiv.ndrnerniA,1.1 C p Y1ryprlin limilr,'si Ituhrlrt) connpan} Witto Id twft Mown IsOWMbor 1 :2016 h Al Investments. i i,C a Virginia l mIW t1abIh14 company. is the owticr (the vt}vyne) of Tax Nlap and Parcel1+lurnbrr TIVIl' 47600.00.4"39AO, Arid rwrilssts ofTMP 076MW(J W-00.10i) mat url'MP 076DO-00.00-0130 (the I=roperi,y"j Whith IIIill► atilllCsi raft &MIng bRAWAitori 2MA No 21112t)(07 m proJcct kno%n a"511 Pitraat ]'Jevvlopmat Sato prolett"). Puntuant to Section 33 of tho Albtanaris County. Amine Ordlnm►c4 (C11 plor 18 nobs Aliitmarte County Cock), the t L11a�at ltetoby vtlltra_ttu sly pltl(1'srA �ho+sanidlttnna ltltad ix'Iori ti'ht ti Ahali h4 (tppilcd to � PTallatty tf It to rai+(xnsd to the ;ayniny dlA4rlgt itert►Jtiiril tthoYe Thv� vlitttlitlan;t ltt't' INlnliiYR't1 @s 0 jntirl .Uf t)p; rr.'9i�stt'•tl pa:ruitrng µJti1 the � AGI,ti0wllmr that tl� Gondiitrlrk+t.ArG maAnnnbla Tmh inawlory Wow iwglcing or, lndtalfof ft t wo2r gprsntna'itt and warrants that a ih un authariad stgmetyry of Ihs'(?t 1,W p r thGc ('tulYiAr tlW4tir11itiii i "l'he (ncauori of txdhlnigs. iant.tudiny omm�•,iidinn, Tvail.kweyj, r+�ining walla tried acceiu pxytnt to grmwey dull bo in ganaral ]malmnit shown go the. Adechcd i:wnaefluAl plan cntitir.'ti 511t 13Tft7?fi'i' t'?i;fl.011M N1 APPLICNITON PLAN dutad. Deco.m.* 9 2013 ax updalod soul km cvteirrprndi.pJuddly b2y8 t,l2t71)fuspeturultixr!{'dI'kb+5rui;rnsgthcued C2nrgxtnroraQ rAdihrnhnlor sx'C�iceptun i PaA) n tnlninatur Minormatdlitca0aris iv the owi miiluh rev in great *a cord with dw gtacral I%Atoax of buildiii,2ii, wiaikna)s, riumnlag walls and aceto (xnnrs to gra+eriwm minbemark: to vosnra cornpltowo with the Zoning (kdinatwo. Modlilcgtiout m to bo cnnxAerod in ►1miA ofrnaramizing or improving lrnpsct on adjoining propci ten tend roWwis%to white Archilt0wral [ ptow f4oAtd.mgw=mcntlt, or to conpi7 with the Flood i Iariard lt+y 17amot 2 'Iha umv of tho 11topurty Ahull ba hxn►ts'd to Watt [Wi d in ltttrcbandril III 3 Vcll4ewW accom fl=i 5'A Street it) thr l rojuctalntll N pwvided via nihanid cailamr, with the cxtrriianit uaa cat the rcmiiltlder of 'A!P tiJtir3(1•t�!-{!4 trtSC {J Phut entrance Ahall be madriiod Labe bard fur felt ;tuts nuit'vmenrs frmn i , irxsn Mi]d right-ln ngllt Mat ttafllr mnYpmants rani) as +harSYii eta are Contepxilitll 1'tan 'ihit mustitiesl vnitlilrek ;rFstill ttkrrt Vlrgtatnaa t?cpartrnvn! cif TnsnAptxrtntliul ("VOI) f") at,mtiMIJI, rur �'n1luTWMIIIf arltrAnaVII and will tk lv ywtruewtl m w0jungtiwn with I +ter ?.✓ 36 Pubins Train (rdta m. 51 17). 37 Tempmtar) rcrosxttuatAn hoadgumiurs Acid F4r►tlKxntry onstractiRri sttlt1w yartis (tvfr7tayraaa 51 1 i9) 3..8 19&" thtia*% 39 l losliq pal retina tend dWnb'0vii (refirrrtrxxt: 31.29). 40 Tt;Morary oonwida,4ial t>:obilt homes (refaonop 5 81 41 libels jwr�l 1944 by nsh� pittiml to imbnclian UZI of ttMIon 2.), coremewial, t -) 42. IttQcuxl• athlatra face►ttea, 43 karnraia'ntlirltxt(nfruarwe3147) 44 8tt>rrsnt!ruter maoal arnsrrtt k1lnlwt stirnwln on an aiii lyVthl final secs prate or iruivtkviasao plat 45 Tlsa 1 az>d 7 ter 11 per#irrial wfirtk�j rle V!gii Ctiwhtria! titifeirxA 6140). 471Abom%oneiltti*wtvhac Vovelnprnontlt%minentalIcAhng,Voss 11mirrimalofiha Wahlushrowt tloe;i tuft gxmd 4,000 Aquep, tent per A)W, PrnYIdW hurl tine l eisit no -or errs Pi 0 wtablWunait( may oxixmd 4, 0 sgnuto fief pot sit by gWIAl exc itpihln approved by etc (lrknw of aupr;rvisurx 4111 Mniiuiltct4ru!'tajraiyclArinssntrl.}Iti al�rnntiron spsf .1Rrivyidit>, 8ruse fltrcir tita:rt tyf ilu o ublislrusant slops not axccsd 4,W0 itiliaN fret par ac,te, tw'NWO tbal On jimm floor" " of Iho omAhllAlttoal may axrccd 4AW mrgtarre featper mile by opconit caooplian approved by the hnird of Aupar•vartorll, Ea fh�Cnt dries not r r rn1e!! i. f] for arm of the tr»labli 44 tin siu art tiro nslNflrin i aambriu t "A � l tip iaEs W 4 DWAquara Act,par site, ptovkhW that the Imm thane awieatnftlr{ cstabllslitnarn may excerd 4 044 boson: fast pcf alto by s Tat ettr plaeiA agrtm W by the ba>ird of allpwrvaxnrs. 34 l3rtva4hnlugJt wi oveiba (rc White 31 60) (ArMded 3.2.16) 24 2 2 3Y 51iIl W I18r. PfA.1 lit Tho f ironng user shall be parmittod by Aipcciat uja permit In the IX drolrm I Commercial momijon eatniylishowit inoltal4rg but rat limited to Amasexncut oon howling 01197e, pool hstlaarlel dWWh&IIL 4IlopuA tmlk lt�ils xW rehrh,d s Moo i 4 Votarim" ofliso and hospitMi .0*renca 31 11) rxi�iiefereti 84.JO '`'1, �ti? {iiiti eArrununisaiiiaaid IrunrsilixHa.atn fticlltttc>f (1'etbtence S I t2) � tioigtitafa, nurxrng.tmrr�e, crtpyaimsxani lirrratrrt (riaf'srooeta 5 l 1'1) 8 Auuotio c hraum. 9 tlW4" aut:h tries in wliarwui, pruvidod. In two #potim vlos pisrmitted III Nation, 1 g 0, tosldeattal . R-15, in compliance wnh regulattnos.met 1eh thereln, 110 C;rxnaictcrtIl Itprialj • indwr nil} (referoirxie 3 1 11) f I Stan"ano.pokIng aW parking atreacturm (rttllirtwo A 12% 1 1 41) 12, (IRcpcslsad 3-2-16) 13 17saa pontulmd by riglst, txtl ti�rrrpsl by putihp Ytatoy mv+uixhlg vrawr cuaml unpltri mxcars9in}y lour humtrod {4Qt)) gallons per xila wattx per tray Uses parmrttad by right, not =vvd by public fewer, invoJvni,j an.lamlpatrx! atlscbatrla of aewagrs sitter than dorrantiiss uuatea. 14 1Watwun Will" not pmilted up dor ROW 74,21(rafer, 9 0), )S hmrrwt sittrrl�r trartb�rrinw, ;S 1 11a 16 I`iar fit psasunal Wiratm ao y1w firoallhia (rollmm 4140) 17 hardy ahepi•, l 1 ,prova mnta Owwn on tiro tirsl ilnat allu plot This 0wrAr shall pmAde thr an additianal Interaimrtt Clop artd ilSgltitr< ityitilt+r c8rtvr for 14 tins on the mrwandw dTMP 4760040.00.435Co, as shown. on rho Conm7lual Piazt, ui Mijunction with Imlirovomrmts shown on the IWO tiivil bite plan, 4 rli rlff*i;rtc trAfiic impruvsxlnanin and tun alto rrrlpravmCaits daslgrir in rrumtayin IrigrrsA and oiress to, 51) ,Stmet xhnwtn on the Compluai Pram thall he completed prur to the first err1349219 Of oreVpartcy, prlunded II1At am off .tile u'atitc Ifl*Vcmclz4 Aiwa on tiu:. Corns rpla Plan A 1411col bs: roqulltd.if Vim'' &W+ltttenw "11.6 purtli ular aff tito Im Me improvurno nt is nut rNutratl. 5 B) Nod of Ndicabon aind RaAcnmit and 13ril tifSilc dated April 1 WOOS, rpetxnlsd tit Ott Cle A s tlltls;t.' of Lax Oreurt Court nfAibcrinMr, County Yujinum in C1.sed lisitik 15W pogco 497. 03 {"hrtxame-rr►") grainer yrudod air C.artixnent to tin: Count) of Alticrourk itmiding ucuss (etcr Ilia Paopnny to the C.ouniy A Qmcawa) Trail In aftlot to the t+ctconin>g tvgtlttte ivm# of'ihk Albemarle County ArchiWOU Ml Rsvtow llrxrrd end;iemien 3U 7 9 ofthe Alhmrmie County Eoninit Ordinance, the Owl& &hall prOV14 a v1:lptWIV4 buffer for the p>trpniwin: of.Agra"I"t; the aleyelopQWI ham) the OMMIAI) Tmil Shown an the Cunbeptual Plait, This ,iWL ed huffnf OWI I% pruvitlyd in o nitlttnst cgitillowit with Won 1W 9 Of 14' AIls muie 'zronralg Wjosace and tho Itrndscra(nng, Aluill bo (S own an the liner :arle Plan and inslollcd as: part of am u.4noxjT 1lon sawn an the final ruto plan for dovclop ail cif 1ii; propom 11 The Oancx MI,411 StnnaNd, It vehtat or and patutirr8n tract wav III rava! Wav ') froto tau psoposed trarkitig atot to the a* of ft Cllroarwmo) Trail in blur opriommAW h?cations shawii on the Cori vAixil Plan, The'frnvel 11 sy shall be 9046 rutUd.to MW Clall A posy putt tth7itiim . Liza pith,} Ontistds to eacnrdtstice whN rho Cetantj't 1 hdgn Stuu�rdA MAr►t►al 77ns'I'rl Wey sttittllj. be shown on the fatal final mate plan and I"111ted b7 the 0w+tior in etnbtinntyun with the imfrmananlaAhanvri Im tiro llrot 17na1 slit plan t.pprclvcd I' r dinveirl morit of the Propxrly 'f m `Pr4vtl Wey, itioli b4 maiamwd by she Omer C I o Lho oxhralt t(A Iiiewian u,flhc'fravel Way on the C owerAvul plain is. Moue reran with tint loWtoart show i on Ow hownetil, raw Uwmier itsall, at Ad sale Asp►mso. praparm mal> Awns an eascimm and tttior'rnipany.la]k asewtstuit plia, Ifnacc"Ary. In a Ibriri oat Wobio to the County of AINtruirto to ctmeat the inototan or the )seam MA 6 Tht: Owaor A1n111 xaloot. tad m rooff Mitiorfabi on ButI rag► A. B and C. as shown inn the Coneapt O MAN that 0:4;n0n-1VflA0!1xc iamb for% or bfawn stnno volont, tiro! that rue In general acror+d wrath blab montrvuito Yaw oust" gtrldolllwai at pmmulWdod h) tho Thurgas lulTerson Foundutlon 7 'thy Ownor shall pt° I00 for bivyWo 4Kesjat 14 Ills PM4rt) b) mellixo a of Wo'cle laiu:x.an Its. improvinrIco i to the ittxntaSt. of 3`a at, The buyelo Tang ttltetil br; ahntvll tin tht drib f7nra1 srle plan mtd inAlnlicd by the Owavr In cvrJunctmn vv11h the imptovemcnls Ahuwn oil IN, Big tibial Alte 19.40 approvers for tirrvr9opmant of thir Pmpert} %W wr 8, '13� C}wn,ar ahtdil l�saru +�u ertavmern is 3tm i;atutty for the "Pruntdvc'['rali Canneuti+an" er shown on the CoftWUAI Plari, Provitbed that the 41ft1 of 0mintm to the County AlaY include A javi 11nxr in whwh the Couuly holds the OWTIer IIAM1crnr ea pmvlded in VitgWt t:'ode 9 291'$W(r,) 7'be sawmast doll ba ;Rrr aid within 90 dayx of taw Counly'A roqutm for the trail otiemarrt. The 1'dmilive'l:rall Com"Itlrt shall ba ibir *asttTtui senses only And 41WI ba corutinictcd to met Class H (punitive Astute ttall) standards III rA1(xU•dsm %'rah 1ho C:sxinly it DM,,gn s w ilaids Manual 1.1ve Primitwe Trtbl Cotaysmotr,vN l be shown on the lint 11m1 alto plan and instant! by die Owner In acxciuiu;liait with tho tmmyorriontt situwrt an blip &M orwll jilt pip appruv'w for doyuloprneni of 1hw i'roperty 1*W lynmltiv'a Troll Cbrtaerttoh #hail ba. mulitiatmd by the Owaav, hnA*tar at iu dutctatim, the Gouty may asauma mrtintcnatxar of this Prtuntivo ball by ln1briniq ownw in Wrilow, that it will take over maintananeo of the I`nmIi'WI tali CO Mecilnn PTV invusti�nantie, I,l C a V4rginla ismitrd tirybiltty Offl parry hit Ytrr COJ'Ypvit?ivWRAITN t)F V1RCi1N1A CrrYiCOUN1Y OF AIJILMARLIL to -wit 'flint: lUrLgultlg PratAsr fiftatetlwnt wan acknnwtodgsxd btdbra mu tbls tat day of 6uptuMbcr, 20% by E. liaedall AsInan, as Manger of MTV lnveaunatttt, 7,I C, a Virginia limited 1whiliq mvnpany Irby axnialmi,on cgvm C_....:.&..:"d'i?�o? � ',,,upjcgrt''Ia x! a Ilo ♦S 4t04il?i e 'i" ')1� a z # 1 _ 1 if 714utrtra Rt:•gistralinri Numbor �i r�AW iro 10. rtltni A ,' .,.�,C77/71%W I t «' ,uIs, AWACHMi1N'i' li () 2r1 rt,cres 4 24.2 PMWI'i'i7;Lt LISH8 /� X �' _ SJ A+r+ro, 4 •n 242 1 J1Y RIGI •I "0 foltnwrng Loo shah ha pentnuat In Any 14Ct dwirlrt, jubpei to the applicable rrFqurromcnls or ibis ahaptae t l!C llltlitlg odirllrliatrarCll After oernWATAtft with the drimCtnr sTf )7linintillt Arid other !� r Appropriate ot1leta b, tmgy perusal, Aa a tree by right, A ore not Ai nctfunlly liamitted, ypvtM thin ritah usi:, ba to by shall mintier itlieal Pottcitlod "Big 111 gmerw 49W. t4 A WW tomPocltlr<'411 s .wtmlar III ffxj () 701 Art" i' littler e?firnGrurtrr>al r4Xltiirarlli.71L1, vlioraltrsnat chnntetert;stirA, viauel itrlpast enal nrr319�v $GncrriiltJit. rtrr 1+ +sa A.pgcala hunt the 9sxurlg adrnnitAlT#ttm'x ditctasmt Mall 1>o ass laxlcrally pmtivitls d in xauhuti 34 ! ri.rb east"MA 1u sera Arm, aA iitr-s1. i Autixntibitti 1 eisradrrvA. f 2 Autntrxihilc, bison raspuiriillnjris �$•=Asrnrirkx+bthrAmtrvtsajtuN+rlet rt nu120) ,ter.- kA A h WildingnxttstrutlxsMlarc t,:lttt>vsbsi„ i=t>rttA+lr nws. Xaw k UKK4, !in d AltH+n r3 4 !r'lµpri, lads" (7e; (S: 014D .S 1 03) ash titer �„ , rxac ,rr i ft 7 VV rvtxntrlrV07ttr>rCA. a�a h-solo $ 1141 ctttonal, ioufteal And trade;salimis, 9 rectory ottlict ules • cl Oft and t#Uw ` , r 10 1 rxal and teed swtcx (miatcnco 11,22) " " I I ) irranotal11willAWrin. s,+r' a 12 tutu cxUngutshrrr and *sAir dy 1>ruduoU, ernes and wra so% 13 lilm and raww squad Ata (raft rica 9 1 09) ` I 14 :Puncral Noma. t 1 i Furniture roe. �.i ie, ' 16 Iood sod ,orrery Awrta inelikliq such b+ Al�y shops. aA brainy, cmisf;. i nilk dopwuau'y and %Yuen rind chaosw rdx p6. i 17 Home and bttslpM asrvrxj such a smands sera. sielun,ag, autwllator& landa"PhIl and Pthor 4#118tir agit rttatnitsrrafioa kolta, ( 14 (ftepa" 6-3-11) r 20 l IOWA, rimma and: Inns. 1 vo wow rroaraAi t rr1 i.at+ Y rose sr�,� 21 J.j&ht w udwittfinS, t41f1 d hiaGJrfnerry ittu!talautcni rtatciF, Asrvt grad rSI 23 Mryhllta h I t±irto and lion er atelm rnml sarvlce. �, =yyi s Aaix rta'kW h* ttrrrrit u tau , m ct t 24 Modutatbuilding Ulm 2s Mrrtcn veluule rvdtoaa, Rome* and reatial 20 'Nvw attlul7ititiye parts bola. m er rtrAL LW M 1W iW-tirr m AaH hoc 27 %iilll5r;�11t4t ii1}1rlflilttjj.. N i' 6 ► 11 ,+t41wis4in iOV9, btm4mw Witt PnyfcuiPh4W sxf2vus. 29 WOO and WOW" :tnurrluarea aims Witt xauvtce. f d 30 l bring oatablixlvrient, lbat wart! rotttsumlt% 31 Ratni .nunruxtirt rind grrtlltrtiuea as rh 32. Sato ufirsgor rucrssgoiusi sxiuiprncn! and vchac.tck h ' 33 WAysido stsir 3 , vugetahles Ante 114TICATams! prfid xt. (mfutrrnec 51 19) iA�r MERIDIAN LAI I°� 't r i iNssJe' 14 8r'Y1s.lt roc R xi Ob ArsAA 't" fttP$x ;14 Wholexxje 4iAdbutian , j'i�uvtP11W i'iaitml i' 1 t O" "At ysr 'ivikcuAt, at ! , s+avror, w And uoitlAtunicsalrtmnar s11a1ributttm fie lJniGs 33 Water, t�%'1lY ib1'Qe,•yrribr tr,nic•r Udry AL rs.6hi2N tUtI1AM64I VA 23%11 tf 16 N PkiA7t?It' }1r1 �r,kDi I� N t&I W4 WAWJ t 1170,411 antra "A"S r,, e 1 " ,(( s'r tl i. i i �it��j' ,qq �l! 5✓ 74f i � h V,(IVNTY OF 4--or-MAstl i& Departateat of community Nvelcpmsut 90r ilctnt4atiuxd, omi127 G'►�ris;t(sz4lpe,Yirg(nli, 22�'E•4546 Pduato (4 3 t1245 3t13: Fax (434)4724012 E. t i { In the avant that the use, structure or activityfor which tnia d use permit i$ issued is notdommanced vriihin twonhf fatrf.(29) morilhsfrom the data of Board approval, it shall he deemed II ei>{lndoned. and ice permit ternilneted The terrn't'cpiM4gcad' means "con4trucli jn of any siriacture necess-W io ft.. 44.8 9f U* perrrlit If ou have . ueMlo or c nifflents. re. Y q . ri5 g+irtiing the atwvea-.noted actdon, ptease do not hasilaie t¢ { coirfad 86Qtti Proctor at 286iw5032: I j jjj SInCCre / i1 _ _ : li v t t '1 ii i r I 1.. May 3t?, 2,QW Katurah S. fioeU .j.mberg QireCiQrolPtanninQ � 172 Soulh Pwtops DriY9 C ChadviteaYide, Va 22911 i rI� ' Go: 64 and Firth, LI-C RE. SP1807QQOQ,� 6'"Street Development g It r itghlttaor►ftcsla f s, Tax Map Parcel 7"6A and Tag Mali parcel 781111144 Charlottesv9le, Va 22aos Dear Par. Montt Mgrda Greek Yacht Club LLG Cip The Olympia Con1panles 260;Fore St r p l On May 14, 2004. the All ertrarie Coutny Board of Svpwdsiorq took 9090A on SP #20TI-40063, Vh Street Development to allow a $pedal use parmik for AN !in the 800dpiaui on Tax Map. Parcel cf r 7ff ti6ft and Trrx Map Rice 7fi 1= iri 1114 &colt Uel7ittt act This s s ate . mat wa n. p rt...l AM 1 qvf P .. .... pe. o [ Portland Me 04101 Email C t j p `fax 1Ve;aver Gn r- r PY u9k. Pra;vto , Sbq rI Proctor, S.tgWad tNright t t f . µ � '' f 1 . . ved based on the falkywl . cpndLllona. apPro >� .. .. 1 sr ,rt 1 a a 1. The fill in the floodplain shall 1;e shown on.a site developoient plan and shah be In File general aceyrd with the'Conceplual Site Plan,' dotted January 0, 2442, and meat a li ' c' + recently revised an March 16, 20.0, except as say be mvd;fied iin order to meet:the requiremenis of Nit County s Water Protection Ordinance, as determined by'lhe County a. f � tt Y 2. The County Enginraars approval of an rirariiolT amryd sediment contras pion; 3. The coon En hesra recal ! ai proof of c9m Nance with FedQral and State a encies � g P. Pr P. g 3 1 r , ; .. v , , , , � � r 1 1 e r O , tegulatirtg aclivJiteic affecifnq MOOD and wrctarcoursas. The applicant mual Wain a map revision, a latter of map revia.on, ar a letter of amendment pa regulred from the Fstf$raI EtnesgeticY ManeOornerst (FEW) and COPY this County FrginsQr on all i 1 4. The Gqurity Erioii7ear& approval Oki mifsget3on plan outUnIN mttjgajlon to svr for jil f ! f W13r0chmmis into the straom buffer; and 9. The County Er.gIneers approval of computatfons and plans documenting changeo to the floodplain, ConipytaGons mtt4t demonstrate cornpllance Sect ons.30.3.2,2 with limits and tla4dway fringel 34.3.3 i (vedficak►on of of 1loo0ay and jgangral regtiirentatit st for flood hazard overlay dlstrk:tsl of the 2pning f7(diciaace. Plana must..show the existing ( 1 and proposed llaodplain gaundaflei and alavatiens, k p Please be advised that; although the Aikamarla. County 9oard of Supervisors took action on the proNct noted above, nq uaea an "M property as approves) above may tawfulir d begin until call applicable approvata havq been recstvad and conditions have boon mQL This includes: t , % � �+' � '� r (! r j ' s p � • compliance. With ognditiono.of the SPECIAL, USE. PERMIT, opprov'a! iri anvil c+mrpifancr+ vY(tit a StTD PI.AI!f, and 1 , � . `�' ; i : apprava) of ti ZO.MNG COMPLIANCE CLEAt4AAlC£. f } i FOR REFERENCE ONLY t ) 09PA tNFtfl` QF JTW,r Qf1TA714n sell �"4°?w1 CFrOYa ViYti+'.� 11Mi Chade3 A, Hripatrkk, P.E. Caenmfnsloaar Janr.,w fr,2p17 W, PC 201 E. Main $t,, Suitt M Charlottpwile, VA 22902 Attn Bill Wueprsoh Re: 5'4 Street Commercial AM-13 Approval SOP-2Qlfi-Or>036 Dear Mr, ftenseh The c eat of I' U arts . tans oetatton Char io tesvilt e;ii nc t . e R d,c . y Transpgrtalion srid l.rlritl 4se 5m cdoit, bile reviewed and approyed the above referenecd AM.request conditio"At upon the extension of the existing left turn lane to stanenrd 1 29C1 fi, str2cti ant{ 200 #Z tnper+timensinns, Please include this upprgvgl letter orb, dhv 6n4l site plug. If ypu have any qu=tlons you may contract Ice at (474)-422-9792. Sincerely, Adam 3. ore, P,ly. Area fiend Use 1angiateer 11i1rIRttCSYllle Rctidenq Vi(gaTtst70T.org WE KEEP VAG€Nit) MOVING ItillUr'� 0 Nt-�, 4 SCOTT R. COj.t.in'a I,tc. No. t}'.3 t791 -+ A- 0 . ti a It � tn 6 a m c o 0 � o "r u i� R ram,, �" L z 4 �, „ i?., C t L 0 vq i r-1 i i r•- n 02 .ar e�1 1 71 N in \\ ¢ \ < O Z O N O O N U CO Q 4 x Z Q J M M M t7] fT] m r� U p p O tr 0 W O Q U Z T 1 H Z t7 �� N nn w E-- -:4 Z �5yp8 92 ICQ l70 M UEi�' WOWS �. z a Q ryam. � E� H W W JZJ� I(ON I(Oq 1-) a 0 O - O N to Z WI.-W I.- W O M Z 2 Z M F- g w M w g �- O O ::E O U U O O U }U U }}U W � 1: F- 0 Z Q Z I- Z D D O D O 0 0 0 O U Q U > U Z Q Z w o W . V - n �-I PL.1 � Z r , �,,�1 <� wtr ,-�--1 l•—I I-••,r-1 � �C/)y LLIF J Q � W � W E--1 L J O W 1U) w a- SHEET NO. C-206 SHEET 8 of 19 / �" r•lya ryri p 'PA 9606, ,;®� EXIST. 10 PUBLIC � \ ACCESS EASEMENT ` DB 5013-265 EXIST. SWM FOREST AND OPEN SPACE EASEMENT _ \ \ DB 4954-732 /±�T.��y ._. .. EXIST. 8 PUBLIC ACCESS EASEMENT DB 6013-265 �, . ----- EAAt BBB ' S013., 91- \ \\ EXIST. VARIABLE 1fIDTH PRIVATE \ \ INGRESS/EGRESS ACCESS EASEMENT DB 6013-259 EXIST. VAEUBLE WIDTH PRIVATE INGRESS/EGRESS ACCESS EASEMENT DB 4984-535 / / > / / EXIST. TEMPORARY----,, \ PRIVATE GRADING AND ACCESS EASEMENT <\ DB 4987-105 EXISTING HOLIDAY INN i / / MF 0 24.46' � AV �b 41 ya EXIST. 15' PUBLIC - - -- _ - - - _ ACCESS EASEMENT ~ - - - - - - "'►/ o. IF \ �,�' ` `. ,pB 5013-265 \ '�►„ moo/ i '� , EXIST. SWM FOREST AND �, y ~- • ---\ ,,,,��� °e ® OPEN SPACE EASEMENT !� �, DB 4954-732 ® / \ /> / NEIf 15' PUBLIC ' ACCESS EASEMENT r DB 5316-211 \ �� , �► ,Il�lllrlll "I NMI 11 am 111...Ir�111.0111 ..Iilf�ll,y111g111,B111,.-II,�•.111>♦.„i 4iiiYy1111O+1tl.e�Illy l�,....I, 1d�111ow111�t1f 41 It Ae 44 A ! EXIST. FOREST AND OPEN PACE EASEMENT •DB 4954-732 j A / gdv / /;r l 100, /Al. j /j /cil s Al 0 41f 01 30' 0 30' 60' 90' I I SCALE: 1 "=30' cv � OFE u -5 yts� NO J '^r z CD � `n °' N z Q N co r LO N N V) 4 Q H O z W Q W Q }- m 7- m m m ONe z Cl L W 0 U z U- z ~ CO a� H-:4�o ° (� W °CD I--�---I Z zZP4�a H z Q z W (y) N N O No N 00 ~ N r- r r7 z O W z W z w 0� o 01 ::R >- o U :E > o U LIJ O Z O Z p Z. O' c0j O Op O C�' Q CJ > U O z N K) d- 10 H Z �` w Z W W W Z � � W pq- Q � W H � v 1 J FLJ- F- o U z F_ W 1-1 I— SHEET NO. C-207 SHEET 9 of 19 a w PRUNE COOOMINATE LEADERS REMOVE BROKEN. BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PI.ASTIC SLEEV(NG. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP } j OF. BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1A SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 1 TREE PLANTING DETAIL -301 SCALE: NTS 12" I TYP r RESERVED PARI9NG 6" ACffS9RlE CORNER RADIUS -�- IS 1.51 (TYP) -�- P�nL>Y 14"R 12" u>ear zaf �#wa-boo Erf 4" WIDE WHITE PAINTED LINES SPACED 2' ON CENTER CROOT BALL 12AUGE GALVANIZED WIRE — 3,21'x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE, ALLOW FOR SLIGHT AMOUNT OF MOVEMENT 87 7'x2" HARDVYQOD STAKE, 2' 6" MIN BEI OiNSURFACE. STAKE SHALL BE DRIVEN A MIN FROM. -TRUNK 1"OUT AND OUTSIDE OF ROOTEIALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6"' AWAY FROM TRUNKFLARc SET RQQT13ALL FLUSH TO GRADE OR lr2" HIGHER IN, SLOWLY DRAINING SOILS. DO NOT:COVER THE TOR OF THE ROOTBALL WITH SOIL, ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6".SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOWRELEASE GRANULAR FERTILIZER 1"COMPO$TLAYER 4" x 18" PERFQRATED CORRUGATED PLASTIC PIPE; CAP FLUSH WITH MULCH PLACE RQOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP 10*1 SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 811 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF -1011 HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH HANDICAP SPACE, 4" WIDE WHITE 4• FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, PAINTED LINES THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE -CONCRETE TIRE STOP. INSTALLED. NOT REQUIRED IF PARKING 5, FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN SPACE IS 16' LONG. AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM 7' HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN, 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS, SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUS4" WIDE WHITE ANDBTHEVICODEI OFNIFORM VIRGINIA STATEWIDE ECTIONE BUILDING6-99CODE), .11 9' _,�� 8' ..I SEE _ I _ 8' PAINTED LINES Min r NOTE 1 Min HANDICAP ACCESSIBLE PARKING DETAIL NTS 5 PERMEABLE PAVER DETAIL 1 -301 SCALE: NTS 5000 PSI CEMENT (TYPE II) 6%(1.57.f) AIR ENTRAINED #4 0 16" BOTH. WAYS (CENETERED) 311 BITUMINOUS CONCRETE .. PAVEMENT 6" a +• s �d . 1 n s it .................................................................. 12 ... '12 COMPACTED GRAVEL COMPACTED SUBGRADE 3 DUMPSTER DETAIL -301 SCALE: NTS GR-,MGS2 TERMINAL HEAD LENGTH OF NEED 6'-3" (TYP.? (,6'-3" (TYP,)J I R-MGS4 HEIGHT TRMISITION (WHEN SPECIFIED ON 50' THE PLANS OR BY THE ENGINEER) PAY LIMITS GR-MGS2 TERMINAL STAN AR R-M 1 _TRAFFIC 31" GUARDRAIL I PLAN SPLICE, (ii AL PAY UN -ON SEE W-BEAM RAIL 31" TERMINAL HEAD SPLICE MID -SPAN I (11) (10) (9) (8) (7) (6)(5) (4) I I (3) (2) I (1) I I. NOTES: ELEVATION i I I 1. TANGENT END TERMINAL (GR-MGS2)SHALL BE A VOOT APPROVED PRODUCT MEETING MASH TESTING CRITERIA. ANY TERMINAL USED FOR THE GR-MG52 SHALL 4. FLUORESCENT PRISMATIC LENS YELLOW BE FROM THE VDOT APPROVED PRODUCTS LIST. SHEETING SHALL BE USED ON THE REFLECTIVE MARKERS. ALL REFLECTIVE 2. ALL TERMINALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SHEETING IS TO BE IN ACCORDANCE INSTALLATION INSTRUCTIONS AND THE FOLLOWING VOOT REQUIREMENTS: WITH SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. STRIPES SHALL SLOPE DOWN TOWARD THE SIDE OF THE OBSTRUCTION ON WHICH TRAFFIC IS A. ALL STANDARD GR-MGS2 TERMINALS (SIMILAR TO AS SHOWN ABOVE) TO PASS. SHALL BE INSTALLED WITHOUT AN OFFSET. B. INSTALLING GR-MGS2 TERMINAL ON A RADIUS IS NOT PERMITTED. COLOR: FIELD - YELLOW (REFLECTORIZED) C. DIRECTION OF THE REFLECTIVE TAPE ON THE TERMINAL HEAD SHALL MESSAGE - BLACK STRIPES (NON-REFLECTORIZED) CONFORM TO MUTCD APPLICATION FOR DIAGONAL STRIPES ON OBJECT MARKERS AND BRIDGE END PANELS. (SEE NOTE 4) D. DO NOT CHANGE THE LAPPING OF TERMINAL FOR ANY INSTALLATIONS. INSTALL AS SHOWN IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS REGARDLESS OF ADJACENT TRAFFIC DIRECTION. (SEE DETAIL THIS SHEET) E. HEIGHT MEASURED AT TOP OF W-BEAM IS 30" MIN. - 32" MAX. 3. THIS DRAWING IS R PRF5L ATIOIUAI ONLY DETAILS, DIMENSIONS, QUANTITIES, AND OTHER INFORMATION NOT SHOWN WILL VARY FOR�EACH MANUFACTURER. SEE INDIVIDUAL THROUGH ROADWAY MARKER THROUGH ROADWAY MARKER MANUFACTURER'S PLANS FOR THIS INFORMATION. POSITION LEFT OF TRAFFIC POSITION RIGHT OF TRAFFIC ITEM CODE 13286 EACH SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. -\VDOT REFERENCE MIDWEST GUARDRAIL SYSTEM ROAD AND BRIDGE STANDARDS 221 236 (TANGENT END TERMINAL) REVISION DATE SHEET IOF 3 , 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/17 506.06 6 GUARDRAIL DETAIL -301 SCALE: NTS BRICK ROWL 8" REINF. 4" BRICI EXISTING GRADE 12" REINF. CONCRETE FO( (. STEEL FRAMED :S WITH PVC T&G IKS OVER TREATED D BLOCKING GR-MGS2 A I 4:1 MAX. SLOPE TO TOE OF " CONC. SLAB ON GRADE Wj 6X6 2.9XW2.9 WWF OVER 4" GRAVEL 4" GRAVEL EXISTING SLOPE MEASURED I FROM THE CENTER OF POST 1 15: 7 AP ER z I 4.-0.. x x SLOPE HINGE POINIT io�`x Qa 15:t O —TAPER �W V 0 Oz SLOPE MINCE POINT QW r � ... GR-MGS2 TERMINAL A "J x x MEASURED FROM THE FACE OF RAIL SITE PREPARATION REQUIREMENTS FOR GR-MGS2 NOTES: 1. THE CROSS SLOPE OF THE GRADE APPROACHING THE GUARDRAIL TERMINAL, AND ADJACENT TO FOR ITS FULL LENGTH, MUST BE A MAXIMUM OF 10:1. IF THE EXISTING GRADE IS FLAT OR IS A POSITIVE SLOPE DUE TO THE SUPERELEVATION OF THE ROADWAY PAVEMENT, THE MINIMUM OFFSET FROM THE FACE OF RAIL TO THE HINGE POINT, AS SHOWN, IS REQUIRED. 2. THE AREA IMMEDIATELY BEHIND AND BEYOND THE TERMINAL SHALL BE TRAVERSABLE AND FREE FROM FIXED OBJECTS. IF A CLEAR RUN OUT IS NOT ATTAINABLE THIS AREA SHALL AT LEAST BE SIMILAR IN CHARACTER TO THE UPSTREAM UNSHIELDED ROADSIDE AREAS. 3. FOR,,NEW CONSTRUCTION AND RECONSTRUCTION, THE 10:1 SLOPE GRADING SHALL EXTEND A MINIMUM OF 6'-0MEASURED FROM THE FACE OF RAIL. 4. FOR PROPRIETARY GUARDRAIL TERMINALS, THE MANUFACTURER'S SITE PREPARATION REQUIREMENTS TAKE PRECEDENCE OVER THIS STANDARD IF ADDITIONAL GRADING IS REQUIRED. HINGE POINT IF MAX. (SEE NOTED 4: 1OR FLATTER SECTION A -A � yl POINT SECTION B-B NVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS MIDWEST GUARDRAIL SYSTEM REFERENCE SHEET 2 OF 3 REVISION DATE (TANGENT END TERMINAL) z21 236 506.07 09/17 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 CG 7 (7R CG 3 FULL DEPTH I- — �— PA.VEMENT -2' HAX. ASPH. PAVE. ^— WIFU SAME AGGR, 0 45 00, CURB TRANSITION, SUR A> ROAT�IIAY/ ADEQUATE DRAINAGE SHALL BE SHOULDER Q PROVIDED TO AVOID PONDING SECTION D-D CG S ONLY WITHIN CURB OFFSET, 0-3 ONLr, FULL DEPTH u PAVEMENT 2'YAl, ASPH, PAVE. a WITH SAVE AGGR. SUB, AS ROALWAY/ r~ SHOULDER �� C qI CG•3 ONLY.._._.. SECTION C-C q ca FULL DEPTH PAVEMENT f—e'MAT. ASPH. PAVE, v WITH SAME AGGH, SUB, AS ROAG'IIAY/ SHOULDER SECTION 6-8 CG3 ONLY FULL DEPTH PAVE,I(ENT CURB AND GUTTER OR GURB ONLY SECTION a A CURD AVO GUTTER III OR CURB +ONLY J-13 FI,/U DEPTH PAVEIN�NT ORAX, PAVEMENT DEPTH WITH SAVE AGGREGATE SUBBASE AS ROADWAYISHOULVER 0_3 ONLY 8 — ---DASHED LINE INDICATES SEPERATION BETWEEN FULL DEPTH AND e MAX, PAVEMENT DEPTH. (SEE SECTION VIENS,t TRANSVERSE PAVEMENT MARKINGS SHOULD BE PR(WIDED, SEE PAVEMENT MARKING PLANS, -� FULL DEPTH PAVEME0 - - - - w ' - --- EDGE LINE NARKING CG-3 OR TRANSITION TO CG-3 A �f FD.C. TO F. FIGURE J-3-2 TYPICAL CURB OFFSET LAYOUT FOR A TANGENT MGS GUARDRAIL TERMINAL* 4 GUARDRAIL DETAIL -301 SCALE: NTS A—] GR-MGS2 TRADE TO MATCH EXISTING SLOPE SLOPE HINGE POINT CENTER OF \ POST 1 — — —---------------------------10:1TAPER a a T LT/PER g N o SLOPE HINGE POINT z rE 501-0" „J g W GR-MGS2 TERMINAL I 0 T A� o xx MEASURED FROM THE FACE OF RAIL f 4' 0" LIMITED USE SITE PREPARATION REQUIREMENTS FOR GR-MGS2 I(�� NOT FOR USE ON NTERSTATES, FREEWAYS, OR NEW CONSTRUCTION. HINGE POINT UNLESS APPROVED BY THE ENGINEER. 10:1 MAX. (SEE NOTE D 4r1OR FLATTER NOTES: 1. THE CROSS SLOPE OF THE GRADE APPROACHING THE GUARDRAIL TERMINAL, AND ADJACENT TO FOR ITS FULL SLOPE DUEETOTTHEUST BE A MAXIMUM SUPERE EVATION OF THE 10:1. ROADWAY EXISTING GRADE TTDHE MINIMUM OFFSET FROM POSITIVE SECTION A -A THE FACE OF RAIL TO THE HINGE POINT, AS SHOWN, IS REQUIRED. 2. THE AREA IMMEDIATELY BEHIND AND BEYOND THE TERMINAL SHOULD BE TRAVERSABLE AND FREE FROM FIXED OBJECTS. IF A CLEAR RUN OUT IS NOT ATTAINABLE THIS AREA SHOULD AT LEAST BE SIMILAR IN CHARACTER TO THE UPSTREAM EAM UNSHIELDED ROADSIDE AREAS. 3. NOT FOR USE ON (NTERSTATES, FREEWAYS, OR NEW CONSTRUCTION, UNLESS APPROVED BY THE ENGINEER. 4'.0"� MAY BE USED WHEN SPECIFIED N THE PLANS FOR 3R WORK THAT CANNOT CONFORM TO THE SITE PREPERATION REQUIREMENTS ON PAGE 506.07. 4. FOR LIMITED APPLICATIONS AS DESCRIBED IN NOTE 3, THE GRADING SHOULD BE AS CLOSE AS POSSIBLE TO tl��.}-(t� r HINGE POINT THE SITE PREPARATION REQUIREMENTS ON PAGE 506.07. THE SLOPE SHALL EXTEND A MINIMUM OF 41-01' FROM THE FACE OF RAIL AND GRADING SHALL CONFORM TO THE DETAILS ABOVE. USE 2.16 AGGREGATE, OR OTHER SUITABLE MATERIAL AS APPROVED BY THE ENGINEER. 10:1 MAX. SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VQ0T REFERENCE221 j MIDWEST GUARDRAIL SYSTEM ROAD AND BRIDGE STANDARDS 236 (TANGENT END TERMINAL) REVISION DATE SHEET 3 OF 3 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 09/17 506.08 0- >- rsi �J ; O Quo O �r N O N L0 V) N � OQ n Q Of W W } >- O z Q Q m m m CJ Z C) C) m V) W W () W p U V TT�z �J z Z 02 �aCQ Q..4 * N •ai R2 ,.;,,I Q U O �W02 w MOE >�W�,� i--I ��'( UHCa C W0W F---I a U w C:4 0 W n�- z Y-1 b W CD 0 N N H d� o c Qp O O\i O N \ L� Ew-' z w w w 0 M z :2 z :2 g W g W g a o o W U U 0 U Q O U Q U > U �eeee� Wj 6V H Z o H `V F.i H C) W W W ww: W � v' •1 W F-'-i W _j IO W 0 _ V) SHEET NO. C-3 01 1 SHEET 11 of 19 R 1 III Varies -= Expansion Joint 3000 psi Concrete Depth = 4 inches Finished Grade Compacted VDOT 21A Depth = 4 inches 1 CONCRETE SIDEWALK DETAIL -30 SCALE: NTS New 1.5" VDOT SM-9.5A New 6" VDOT 21A Existing Subgrade 3 NEW PAVEMENT DETAIL -30 SCALE: NTS COMPACT EARTH 3" MULCH - SAUCER 0 MIN. DEPTH FINISHED GRADE �Y� flra �I/4Iti i I!, 8" MINIMUM DEPTH OF PREPARED SOIL (- 9" MINIMUM MIXTURE - TAMP TO PREVENT SETTLEMENT 5 SHRUB PLANTING DETAIL -30 SCALE: NTS SOT SM-9.5A VDOT 21A Subgrade DETAIL FOR 10' PROFFERED TRAVELWAY SCALE: NTS I• --FACE OF CURB rJ" 1" 24" or •' p'p o'C' u:''v•e'4 0 4. 4° #57 STONE (MIN) DEPTH TO MATCH SUBGRADE 6" 2'-0' 2•-6" 4 CG-6 DETAIL CONCRETE SHALL BE CLASS A-3 STANDARD CG-6 -30 SCALE: NTS [--FACE OF CURB 4" #57 STONE (M DEPTH TO MATCH SUBGRADE STANDARD CG-2 6 CG-2 DETAIL -30 SCALE: NTS SURFACE BASE MAX. 6' 0" r-} �--MAX. 6' 0">I GRIPPING RAIL SEE ROAD PLANS FOR RETAINING HR 1 41/2" O.C. 3/q" NPS PIPE PICKET WALL DETAILS. II [""4V8" O.C. s/e" SOLID PICKET MAX. 6'-0" MAX. W-0" I i I VZ" DIA. SOLID STEEL SMOOTH ROUND ROD (TYP.) OR 1" STANDARD PIPE. iv GROUNDING I ELECTRODE RAIL EXPANSION JOINTS AT I' 3" MAX. ANCHOR BOLTS 4" O.C. {�- INTERVALS NOT EXCEEDING (TYP.) 30 FEET. POSTS :2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 12" RETAINING WALL RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT PICKETS : N" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 3'" MAX. OR 5/" MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) io SEE ROADWAY PLANS 2" min. 12 OR TYPICAL SECTIONS FOR DISTANCE TO it/Z" NPS SCHEDULE 40 PIPE GRIPPING RAIL MIN CONCRETE STEPS POSTS : 1V2" MIN. NPS 0.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GROUNDINGRAILS : 11/2" MIN. NPS (1.90" 0.0.) SCHEDULE 40 PIPE USE PATH. ELECTRODE-- HR-1 TYPE I HANDRAIL 21/4„ min (FOR USE ALONG STEPS) JIN, NOTES %,, SOLID STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIORSELL P SOIL CONDITIONS. ANCHOR 12" R BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) OFFESSIDRAWINGS SEALEDTALLA MIN, HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL RAILOWILLGREATERPERCENT. GRIPPING ROAD AND INCIDENTAL TOCOS OF USE WITH TYPE II& IIIRAILINGS) THE RAILING. ADGE CES VENTINGAND(FOR TOCOACHIE ACHIEVE A UNIFORM COATING ONAALL SURFACES DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563,AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN MAX. 6' 0" 6.-0". SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36. 4V2" O.C. 74" NPS PIPE PICKET 4" FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 41/g" O.C. 5/g" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. • I 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. S. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. f I ' GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH STD. FE-6. I 9 CMMERCIALLG SYSTEMS MAY BE USED IN LIEU NTHE I I I OFODESIIGNNGYAND FIABRICATNGLABLE RAILING. DOCUMENTATION FROM 1' THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTSR MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3MAX. " INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. 1'-3" POSTS ;2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10, HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS EXPANSION JOINT : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. PICKETS : %4" MIN, NPS (1.05" O.D.> SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE WtIERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD0T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING �- REVISION DATE 1 238 SHEET OF 1 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 7 HR-1 DETAIL -30 SCALE: NTS °+o°io°•e .?s�o o°s� .�o�i "�poo°ei°i°rO.°i°o "•�,li�� . SURFACE • ♦ 'S1111 uuununumnuuulaw�wm�ourll>Immu�mis °•°+ �•° ♦ oeeoo+�eoeoo ♦ i �u ��111111111111111�11111111 BASE COURSE COMPACTED -BASE COURSE ' SUBGRADE ACCESS ROAD AND TRUCK ROUTE NO SCALE SURFACE ♦ ' � BASE umumummnuuu�ltuuuuiuunufaaunm(II COURSESE 0 :111111�111i11�1�1111111111111 r i • r • ' • • • COMPACTED UBGRA� ASPHALT PAVING LIGHT r UTY NO SCALE SURFACE �e+e Y0 pe8 COURSE nuuuuuunnmuunnuumslluuounauul�>;w �,+�°+,.�� BASE COURSE 'lllllllllllit111111111 COMPACTED SUBGRADE ASPHALT PAVING PARKING SPACES NO SCALE �e+�°ioea TRIP GENERA , PROPOSED 18, 900sf, BUILDINGS A & B (I TE LUC 814, SPECIALTY RETAIL CENTER,): ADT (WEEKDAY)= 44.32 VEHICLES%DAY PER 1, OOOsf x 18, 900sf = 838 ADT (419 ENTER & 419 EXIT) AM PEAK HOUR (WEEKDAY)= 6.84 PEAK AM HOUR PER 1, 000sf x 18, 904s f = 129 VPH (62 ENTER, 67 EXIT) PM PEAK HOUR (WEEKDAY)= 5.02 PEAK PM HOUR PER 1, 000sf x 18, 900s f = 95 VPH (53 ENTER, 42 EXIT) PROPOSED 8, 520sf, BUILDING C (I TE LUC 565, DAY CARE CENTER): ADT (WEEKDAY)= 79.26 VEHICLES/DAY PER 1, OOOsf x 8, 520sf = 676 ADT (338 ENTER & 338 EXIT) AM PEAK HOUR (WEEKDAY)= 12.79 PEAK AM HOUR PER 1, OOOsf x 8, 520s f = 109 VPH (58 ENTER, 51 EXIT) PM PEAK HOUR (WEEKDAY)= 13.18 PEAK AM HOUR PER 1, OOOsf x 8, 520sf = 112 VPH (53 ENTER, 59 EXIT) Pavement Design RF= 1.0 Location ADT HCV Design k-kDT CBR SSV Dr Surface h a Base b a Sub -base h a Dp DRIVE AISLE - Heavy Duty 1,514 5 1564 5 5 15.98 SN1-9.5 2 2.25 BM-25 4 2.15 21A 5 0.6 16.10 DRIVE AISLE - Light Duty 750 5 800 5 5 13.65 SNI-9.5 2 2.25 BM-25 3 2.15 21A 6 0.6 14.55 PA1ZKlNG SPACES - - - 5 5 - SNI-9.5 2 1.67 BM-25 0 1.6 21A. 8 0.6 8.14 DETAIL FOR IMPROVEMENTS TO ROUTE 631 AT MOORE'S CREEK 383.48 i 383.81 383.69 p 384.81 385.14 385.03 384.93 ............... ................ HEAVY DUTY PAVEMENT PARKING SPACE PAVEMENT EARTH/MULCH/STONE DUST 9 PAVEMENT DETAIL -30 SCALE: 1" = 40' + + LIGHT DUTY PAVEMENT PERMEABLE PAVERS 01 d ,a• t, •f �.01'1�Q�Y•p'4 sa~ti .1r • O •� i.i l t O FERED 1r EX 3" V +++�++++ + + + + i . X sTe-sz 1.011 / +++ 111�111i I I � •�►�►►ter ,' r I■ xi/mot►;!,� ■■■■■■■■ �,�r �•. /:' IN ■■ ISO►?► yso /■■■■■ Wit►►/►�„r/' ISO TMrr■■■■■■■ r,�r.�/►.rrl�,�1►4 ■■■�■■■� iii Yr ■■■■INS ■■■r I ►; . 1 ■■t ■■■■■■■/" ■■■■■■a/' so Emmons I■► �■■■► ■■N■■■■ ISO► loss , on ONE ■■■►■■■\ - ■■■ ■■■ ■■■► is" ■■■■■■■R �■�■► `old ■■. ■■■■■■■r �■. N ■■■■R' �Y�■..•■■■► ■■■■■■■ ■■■\ �■/■► ■■■■E OMEN '\■■rNzomm■■. ■■■■■■ '�■^V■VA■■■■\► ■■■■■■wasum t ♦ ■■■■a■■■■■■■ t■Yi►P1■_onmomms y " ■■■■Mi".!■■■■■■■r■■■■■■ ■>.■■■■.��■■■■■■■r� ..■■ ■■■■■■■■■■ra■■■ 378.76 PLAN VIEW uQ-1 SECTION VIEW Scale: NTS A CV • .J �y 0� � Z -- 0 N LO (n r�h <L = Z ¢ < H. Trail Standards: Classification Min. surface Min. Design Other design requirements width alignment considerations Class B - type Earth, mulch, enough to 20% maximum Trail breaks to l prmitiv e or stonedust mark the grade (this is a prevent erosion, with nature trail location minimum impact foot bridges over nature trail) major obstacles CLASS B PRIMITIVE TRAIL DETAIL SCALE: NTS 2„ This item may be precast I I I I ' . or cast in place. III ur ace 1 _ . Base Concrete to be Class A3 if = 44 Cast in Place, 4000 PSI if Subbase Precast STANDARD CG-3 C.L 11 CG-3 DETAIL -30 SCALE: NTS �,��•�a� m Z w w O p to Ld W U z {- CD n d - d r N CU Q d• Z 0 Lv M Imo_ z W M z W M • IL0 �• L(J S 0 LIJ M �• 0 0 Z Q Z Z) Q 0 Z Z) 0 Q 0 0 0 �0MMEN z-1 Ei I W W � c ,4 Fry' ' H ,..`a o H W Q w Pq E"- E'er � w J I - L; j L0 �- LI 1-1 � � SHEET NO. 3 2 SHEET 12 of 19 1 400 1 395 390 385 1 375 370 -0+10 0+00 400 395 1 390 385 Iofii] 375 370 -0+10 0+00 2 STORM PROFILE 2 -401 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE, 1" = 5' 400 h O o0 N N N NN -� p 0m a rn c 00 O a) N n n h — it !n to N v (n cy) h Pr) M n -4- c0 W II O z z r n LLJ ao J M M O C3tf3 = O if7 > 04 > - tr �i NQJ� rip O — cDJ� — -- tnr7a'z Zz I O --- o irn (A0w z I co — �+—z z z z a 2:r - Z ? FINISHED GRADE FINISHED O — h 8" WATER LINE co .11 0 8" SANITARY SEWER I — ""~ - rn> Z 83.4 LF of 24 CL.III RCP 110.4 LF of 30 — - 00.6 LF of 30 L.111 RCP 0 1,04% -••.. ° .III RCP ®0.92 , 1+00 2+00 04 N N 400 r h ry%�N O �M ADD to yta arn r� O � r�7 , n C° rn00 a0wr II II O8. W {- 00 (0 Li 0 Z _ N p W 0 d� J p _>?> T:2> N -- - -I- — z z I ¢ — cV) z HGI 73.3 v-- ~ 8" SANITARY SEWER ° 15 CL.t11 0 1 395 1 390 385 380 375 370 5+00 5 STORM PROFILE 5 T-4017 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 395 qM 380 375 370 2+00 2+15 O 400 r` 395 390 385 375 370 a� O r M r� h h a� F\ o 00 M 00 = J I -{I - -a co rn I II M NLLI I `n off — U to p aD �NwF- II WI!sQ: z z z z II M •- cci w 0 z 0�» WO Z L :2 > > V " ) M — — FINISHED GRADE N (}� cn Lu cn FI ff a 48.7L9 1.91% 6+00 7+00 3+00 r re)to rj II r Mr, ►`� wO '91--7 sLu Lo LLJ +-z zZz FINISHED GRADE zz,- 07GL f 8" SANITARY SEWER -0+10 0+00 3 STORM PROFILE 3 -401 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 395 390 385 380 375 370 7+50 ^F- II h J o 00 m W00 to mm I �to o II N 0 LLJ p w 00 390 1 380 375 1+00 h h PON IN mom I 370 ANN -0+10 0+00 6 STORM PROFILE 6 \�-40V HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 390 385 380 375 370 0+55 4+00 400 395 390 385 380 375 370 1+40 400 395 390 385 380 375 370 5+00 N w uj N N _ n h -I J D I -- ++ p- cn Q-,• tx Z z z 400 395 390 385 380 375 370 -0+10 0+00 0+40 4 STORM PROFILE 4 -401 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' .pkIA 400 } j 395 0�,� 0 pro a z 3�: 390 o N N O s M m h Q z ¢ Q m m m 385 0 cl U Z Q W z W Y a V) W w _ p U 380 �.. z 375 �CQ " A-F cll �� ZOU 1 STORM PROFILE I rq w w 00 370 -40V HORIZONTAL SCALE: 1" = 20' I oZ �+ 5+30 VERTICAL SCALE: 1" = 5' f� 0 H A z P., W � i�-1 L1 z W PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. THE STORM SEWER (PROPOSED IS VDOT STD.CL.111 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.. w w ♦- � a� r o M Q N o\`r,? Q% r, ..- r Ln z O z � z z � z z M :2F o w :� --.5-w o ::E � o fl� U U O U O U w ?7- v U n z D O U Q (n U Q z Z) O U 0 p > z Z) 0 U O ZLl E-i z W � W C7 ryW H H o F-- F— w �- F--i Ld ry- SHEET NO. C-401 SHEET 13 of 19 rn G\N A 400 `r r.0 r? rn 400 395 390 385 380 375 370 06 � o rn .= rnOU � d r '- a 00 r II 00 r7 00 > 11 If SNJ� w0— �> =IJ� I O V)MFZ Z VIOR — I d- — V3N�Z ZZ 4"+—zZ C] 00 8" WATER LINE AI r 15" STORM PIP NW II o �w z _ 15" STORM PIPE > of $ PVC � 0 - 30" STORM PIPE 185 5 E f ofi g 1.82% Of •549,' i� N 0 T n \-1 �vo J 395 � �•�y F= QF`O� Z 390 0 N O S ►n = N V) 00 h Q 0¢ J m m m �385 0 � Cz9 U a _ w ca a 380 z Z i4 � 0 375 a cq �D Z) u 0 W 370 (24 W N � co -0+25 0+00 1+00 2+00 3+00 4+00 4+75 I—i U I � t� � � � A 1 SANITARY PROFILE 1 HORIZONTAL SCALE: 1 = 20 U' o VERTICAL SCALE: 1" = 5' H w� 0 x Za L a Z M X 00 (O w -I- N Q + N a C 400 400 400 a- °- 0 400 395 390 385 380 375 370 395 390 385 380 375 370 395 390 385 380 375 370 (0 - 0 r o rn cy n = rry 00 00 to to c > +' o = N =+_z V)O� zz FL- rl ++ V) a_ U) m Qf-1 -F O O N U -0 o E � to CO -io 0`1 i -v O 0 0. tl N O CL 41 L cL pf 6SED" 2 DUCTILE IRON W/ PROPOSED 6" CL DUCTILE IRON W 52 L T 8a-SANITARY PIPE 30" STORM PIPE 395 390 385 380 Q rn rW N N N O \ N d\- .- LO F Z Z � z Z z Z � 375 0 w : l W � a_� o o o i2 0}. W }0 O }0 O p t- F- F- 0 0 0 0 0 0 0 370 0 Q 0 > 0 -0+25 0+00 0+75 -0+25 0+00 1+00 2+00 3+00 3+25 2 SANITARY PROFILE 2 rYWATER LINE PROFILE I -401 HORIZONTAL SCALE: 1" = 20' -401 HORIZONTAL SCALE: 1" = 20' 0 z �- N M d ILO I VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' H z W IQ �z 6:� Q Z Q Q 0� E.. � Lj J U L�J f- W H PROFILE NOTES: Q N 1. ALL FILL TO BE PLACED AT 95% COMPACTION. SHEET N0. 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.. C-402 SHEET 14 of 19 a DRAINAGE DESCRIPTIONS STR NO. PIPE INFORMATION INLET INFORMATION COMMENTS DIA (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE CURB TYPE SLOT LENGTH RIM ELEVATION 12 DI-7 - - 389.50 VDOT STD. IS-1 & ST-1 REQ'D 11 15.00 86.40 5.50% 384.00 379,25 RCP3 10 DI-3BB CG-2 10 390.2500 VDOT STD. IS-1 & ST-1 REQ'D 9 24.00 83.40 0.52% 379.15 378.72 RCP3 8 DI-3CC CG-2 8 389.56 VDOT STD. IS-1 & ST-1 REQ'D 7 30.00 69.80 0.50% 378.62 378.27 RCP3 6 DI-3CC CO-2 6 392.02 VDOT STD. IS-1 & ST-1 REQ'D 5 30.00 110.40 0,50% 378.17 377.62 RCP3 4 DI-3CC CG-2 6 391.56 VDOT STD. IS-1 & ST-1 REQ'D 3 30.00 100.60 0.99% 377.52 376.52 RCP3 2 MH-1 - - 390.33 VDOT STD. IS-1 & ST-1 REQ'D 1 30.00 58.30 0.89% 374.52 374.00 RCP3 4A DI-7 - - 388.90 VDOT STD. IS-1 & ST-1 REQ'D 4A-4 15.00 26.00 1.00% 377.78 377.52 RCP3 EX DI - 8 15.00 23.9000 16.95% 382.7700 378.72 RCP3 16 DI-3C CG-6 10 385.94 VDOT STD. IS-1 & ST-1 REQ'D 15 18,00 111.00 0.78% 378.$7 378.00 RCP3 14 DI-7 - - 388.90 VDOT STD. IS-1 & ST-1 REQ'D 13 18.00 48.70 1.81 % 377.90 377.02 RCP3 28 DI-3C CG-6 8 391.27 VDOT STD. IS-1 & ST-1 REQ'D 27 15.00 120.90 6.60% 386.50 378.52 RCP3 26 DI-3C CO-6 10 391.16 VDOT STD. IS-1 & ST-1 REQ'D 25 15.00 72.60 5.72% 387.50 383.35 RCP3 24 DI-313 CG-2 8 390.31 VDOT STD. IS-1 & ST-1 REQ'D 23 15.00 73.30 2.05% 383.25 381.75 RCP3 22 DI-3C CG-2 8 389.56 VDOT STD. IS-1 & ST-1 REQ'D 21 15.00 50.30 2.74% 381.65 380.27 RCP3 32 DI-3138 CC-3 10 386.00 VDOT STD. IS-1 & ST-1 REQ'D 31 15.00 31.13 9.64% 381.00 378.00 RCP3 30' O 30' 6a' so' SCALV.. 1 "=3V } Ott CQ z EXISTING TREES ` TO REMAIN o 0 a N o 24 "HDPF� �� ``\ e� *p' - - - - - - N V)T in z 3: w w ••8• / EW 10' PROFFEREDTRAVELWAY, � ��. O � � U k: s' "j ' ` • FER TO SHEET C•302 DETAILS 2 & P , = ' �• •`Mrp , , Str- ^�5Y, ;r�, `5� Area 6 �' ;�► , � 0 .12 TO: ! / N- �9Y ; .,1 fi•Y . ` /:,2J.' Str- / 'Y / � I � ✓'" ri Q �pc I Area 13 10 18 Acres f '' a �� ' a �-+ PTO: Str-10 0: ' / Area /r ! ` I� "� r� �,�g S :;• ` 0.1 Acres ,.,s '`` \ !� '�;, `' ."?�"'' �'' ®% �' W H� ago �o `�'' / T Str-26 .:j , \ / :` �, H I ,= '2�� / // *y !! I �. "`'• BUILDING A \•\ ;, \ ''�•-:;'•, � t � � � >x a �' a ,/ �'o/; ! !/' I 1 • ''� FFE 392.67 amp HoqBuiLding�--� 0.22Aeres / �/ Area 5 1 ® �� z W o / \ / �,� ! " f0:-- Str �4--- - - 0.29 Acre, s t Rn fie= 3 W '�� i / • `\ ;! , , Str- _r- T0: 516 •p'" 1 � 0 ,� 4 1'1I ►i--BSI �X STR-52 �V \ - `�. \ \ i / ' / _ e I _ / Z / � . 1 d � / c•-1• 51G � � �:. •'r 1 1 \ . _ - J - r:� °v - - - - _ y I = / of Str- ��'' / 0.3cres Str / ,� �:.� 1•. \ St TO: Strom 22 STOP - - PHASE 2 ' \ Ex MH o /� \ °. .16 Acres D _�y�* •° E' STR- PIPE DESIGN Pipe Hydrology Pipe V) -v W C U a -Ice C a U U -- ¢ U U o N + Iv Q ,'r-' om 41 = c �° Ci 0 C! C c 0 p 41 •C vim- E0 c N in V7 © c CL V Li U > > E_ 3 t% Pipe run: Structure 12 - Outfall 12 10 1.89 0.51 0,96 0,96 5.00 6.65 6.41 6.41 384.00 379.25 86.40 0.015 0.055 15 13.13 10.65 0.14 10 8 0.14 0.90 0.13 1.09 5.00 6.65 0.85 7.26 379.15 378.72 83.40 0.015 0.005 24 14.08 10.40 0.13 8 6 0.16 0.71 0.11 1.20 5.00 6.65 0.77 8.03 378.62 378.27 69.80 0.015 0.005 30 25.17 5.63 0.21 6 4 0.05 0.90 0.05 1.25 5.00 6.65 0.29 8.32 378.17 377.62 110.40 0.015 0.005 30 25.09 5.80 0.32 4 2 0.00 0.00 0.00 1.25 5.00 6.65 0.00 8.32 377.52 376.52 100.60 0.015 0.010 30 35.44 7.76 0.22 2 OUT 0.00 0.00 0.00 1.25 5.00 6.65 0.00 8.32 374.52 374.00 58.30 0.015 0.009 30 33.57 7.82 0.12 Pipe run: Structure 4A - Structure 4 4A 4 1 0,35 1 0.90 0.32 0.32 5.00 6.65 2.08 2.08 377.78 377.52 26.00 0.015 0.010 15 5.60 4.23 0.10 Pipe run: Existing DI - Structure 8 EX DI 8 1 2.1500 1 0.7500 1.61 1.61 5.00 6.65 10.72 10,72 382.77 378.72 23.90 0.015 0.1695 15 23.05 18.41 0.02 Pipe run: Structure DR3 - Structure 2 DR3 DR2 PHASE 2 STORM PIPES (CALCULATIONS WILL BE PROVIDED WITH MAJOR SITE PLAN AMENDMENT AFTER THIS PLAN IS APPROVED DR2 DR1 DR1 20 20 18 18 16 16 14 14 2 0.12 0.90 0.11 1.09 5.00 6.65 0.74 7.30 377.90 377.02 48.70 0.015 0.018 18 12.24 7.28 0.11 Pipe run: Structure 28 - Structure 2 28 2 1 0.17 1 0.90 0.15 0.15 5.00 6.65 1.02 1.02 386.50 378.52 120.90 0.015 0.066 15 14.38 8.61 0.23 Pipe run: Structure 26 - Structure 6 26 24 0.14 0.76 0.11 0.11 5.00 6.65 0.69 0.69 387.50 383.35 72.60 0.015 0.057 15 13.39 6.79 0.18 24 22 0.17 0.90 0.15 0.26 5.00 6.65 1.04 1.73 383.25 381.75 73,30 0.015 0.020 15 8.01 5.20 0.23 22 6 0.10 0.90 0.09 0.35 5.00 6.65 0.61 2.34 381.65 380.27 50.30 0.015 0.027 15 9.27 6.26 0.13 32 30 0.16 0.76 0.12 0.47 5.00 6.65 0.76 3.10 381.00 378.00 31.13 0.015 0.096 15 17.33 7.13 0.07 ,,,.o` ,♦ 101100 I "100 "100 itiu_iuraurrd•ur.r•nr®n,® �011� 1 Area 14 0.16 Acres A TO: Str- 32IL lop Ae r *41 , 4W 0 W CT) O N Q M d- O p`p �; / ® /• C� O N r � STORM WATER' INLET COMPUTATIONS SAG INLETS (4.0 in/hr INTENSITY FOR SPREAD 0 W CD Z_ E- F- Z W ti-- CO 2, W CL C/� +-� -,, Q -+� W �_ m W W Z .--, W Q Lf- Z Q i V) Q^ 0 �`�` • �``�• I~- U U CL � W C� ~ � >W ~ +-� .__.� U `� U >- `) -1 U �' 1- U ' ��. CD 0 '- ` �J U v `r~ ©�! -� Imo' - CC- = L-Ui_ Z U ` +U- I-1- -C z \ - �` Q �- U � `-`- o- `+-- U T(. �. \_\ o � U I j m W W Q -� .<�-[ ~ Z W �-' W I-'-1 W_ a- I W `_'' = LL-.1 .�vi I--- >-- �. � �`- - m `' -'' 0 Q w J z p U U a Z -� I - F- - < O {- I-- < � n n W W m m - n F---- Cf)U U c C'l C'f CD i CD C) © (� n = U V) a C� STR-4A DI-7 - 0.35 0.90 0.32 2.07 0 2.07 0.013 - 0.01 - - 0.45 100 2.07 0 - - - - STR-6 DI-3CC 6 0.05 0.90 0.05 0.29 0 20.60 0.013 0.02 0.04 0.083 - 0.11 100 0.29 0 0.11 0.50 0.22 1.12 STR-8 DI-3CC 8 0.02 0.71 0.01 0.77 0 18.16 0.013 0.02 0.02 0.083 - 0.28 100 0.77 0 0.28 0.50 0.56 2.59 STR-10 DI-366 10 0.01 0.90 0.01 0.85 0 7.08 0.013 0.05 0.02 0.083 2.57 0.30 100 0.85 0 - - - - STR-14 DI-7 - 0.12 0.90 0.11 0.74 0 7.53 0.013 - 0.01 - - 0.23 100 0.74 0 - - - - ' STR-16 DI-3C 10 0.29 0.90 0.26 1.73 0 6.91 0.013 0.02 0.05 0.083 - 0.39 100 1.73 0 0.39 0.50 0.78 5.15 STR-18 PHASE 2 STORM INLET STR-22 DI-3C 8 0.10 0.90 0.09 0.61 0 2.28 0.013 0.02 0.02 0.083 - 0.21 100' 0.61 0 0.21 0.50 0.42 1.85 STR-24 DI-313 8 0.17 0.90 0.15 1.04 0 1.69 0.013 0.04 0.02 0.083 3.15 0.35 100 1.04 0 - - - - STR-26 DI-3C 1 10 0.14 0.76 0.11 0.68 0 0.68 0.013 0.02 0.03 0,083 - 0.24 100 0.68 0 0.24 0.50 0.48 2.08 STR-28 DI-3C 8 0.17 0.90 0.15 1.00 0 1.00 0.013 0.02 0.03 0.083 - 0.35 100 1.00 0 0.35 0.50 0.70 3.08 STR-32 DI-38B 4 0.16 0.72 0.12 0,46 0 0.4600 0.013 0.04 0.02 0.083 3.42 0.18 100 0.46 0 - I - I - - -I F- F- F- Z w w F- w o � z -2 z F- :2w I O O m O ry 0 :� }U- }0 LLJ Q D j W D O O U O p 0 U Q U > U z � �1 E-+ W � � Q W Q W � � Q �4 �E-+ � W � � Q F- J Gj CL U LO W ~ ~ Cj •�L1.2 SHEET NO. .C-403 SHEET 15 of 19 30' 60' e 6 .. .. 11$ it i8 . cc. .. .. .. 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T' / f / l �/ ! ter' / rr' .r �� 't� f •/ /r✓ f r I,' r ,' tom. .+' / /' ;' •J' 11 / r •r r• f' l r rs i r r / r ) 1 r if r`. iP! r % F f' t` 0.0 / 0,R rr f l ,. / r f 0.0 LIGHTING NUItS; 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE. 2. LIGHTING PLAN APPROVED WITH SDP 201900045 IS NO LONGER VALID. LIGHTING PLAN SHOWN HEREON IS FOR PHASE 1 ONLY. LIGHTING PLAN FOR PHASES 2 AND 3 SHALL BE SHOWN ON FUTURE SITE PLAN AMENDMENT. 3. LIGHT POLES AND LIGHT FIXTURES WILL BE BRONZE. 4. MAXIMUM LIGHT POLE HEIGHT IS 20'. �.a elan "view Scale - 1" = 30ft 0 N u) Z 0 N 00 � Q 3�: � o Lu ¢ Jr U m m i= m O 0 z W 0 Li C3 uiLij Lil _ U z i 1 H z aC CJ CQ p w cm E-+ * WOW H z palUAxi rW� irk-�•I L/��L�, w VI Vl O O Ld a c O r 0) O N k} Z Z Li) ~ 0- Z ,Z1 ui - O g O O O O W t- i- F- J 0 J Q 0 0 0 p O U 4 U > U oe©©em z w --i t• C F4 Z Q <4 (D r h p-, z U) H--L LJ.I F- O E"1 U Z LC) H Li.l t--1 �I I- Ld W= (n SHEET NO. C-501 SHEET 16 of 19 0 LEFT TURN MOVEMENT INTO THE DEWIU 102MEN(SHOWNFORTHE5S'LONG It DESIGN VEHIC1_E'INTERMEaIATE-.-._-.,_-.. _.�_.... Lam- SEMITRAILER,' WB-i5 [W13-5v]• - X, OF Ex WL AUTOTURN PLAN. SCALE, v=w .E THIS SHEET FOR HORIZONTAL & -i� --RIGHTTURN 44'k[a� MQVEMENTQUTOF THEDEVELOPMENT. " � J �-�'•�.--`-r"� 'tea!-x-r1-J1,-t �' -� ��"[ SIGHT DISTANCE PLAN: scALE, v=zao' t 4 . , ti l \ t \ qu (anrrrHAaE1N0 L..-PRODS SED E f r I no 19V W'-'` '-^---_, - - - - - r _ -.------ 1-F•�? _ . ; "2-+•QO'_ 3_�• �;� ,� y �p 11+4(�- .__..12+(OD�+ _ ...-.-- -� �,_---•�-r' �j,,._...._.-.. ! .. - __ .._...- .... ..._ .-.-•L �,i, x�. .��' {,,r Ia�'.,4i-t,;v; r,.�. ._T��,. _. i _ VDOT R/W;' - - _ - _ r - , -- _,_ - -- _ ITN mv) 1 VOtJT R/W »._____- t t i �• l ^�' \, t ,� %� •, .�._ r `_ _ �+. ".� tiff A A — .,� ,k, LEFT TURN LANE IMPROVEMENTS PLAN: SCALE,1`=s0' 420 I 420 _ - _ _ _ _ - _ - . _._._ _ _ _ _. __.. _._._ _ _...__ _ _ 415 � I 415 - �R .----. .._.- ,_ _-_. 410 ..-. I � � 445405 001 M - - -- -- ----------- - LA HEIGHT -"� 395 �T — .�— — — I � -i - ` r�-� _ _ _ ._ _._- - 395- AD -- _ _._ _--_ - _. _- _ . rn _ _.. 39 a ..___—_ ._______..._____....._ I _._,__ _ _. _._._.-_.._...-...... __ PROPOEQ EN RANGE � DWK _ _ _ _..__ _ ". _� ___ _ �- _._._. _..__. _ .... _ ... - _____ _ ._ T — - ^_ — _ j-- ------- -- _. �4 - - _ r HEIGHT �R FOP ED E TRANCE C 385 CC 2 C _. 5 h STREET SHOULDER w., - 4 _ iHrJ 6 x w OHJ. R R NTRA ENTRA;hCE PRO OSEQ ROPOS£D NTRAN XISpIN - ROPOSEQ E OG-� 30 Ld 00 O C4 C) 4 h+ aca P`3 ((4 r� - CA t3j 0-1 O f (D 0) O Q -j 00 c0 tr} O r �? O Gn 4D fi5 I� Cfl /� <Ji tp 07 rn 4] CA O 07 Q) ! I © 00 a) (0 1' CO 4 (A 4 c0 c T 00 N 0o 4i c0 C V u3 N c0 N ca r zi' tf' e 7 4 � d' tO trl tr7 rr} rrY r0 rr7 r7 � rr? 7,-? r0 F,.� V)0o r-3 r') W Ili 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 (i+uu 0+�)u r+uu r+5u d+uu SCALE: SIGHT DISTANCE PROFILE ifs 10, (V) 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. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE. LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN. 3. THE PROPOSED TURN LANE 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 CHARL.OTTESVILLE' SIGN. THE SIGN IS LOCATED 350' FROM THE START OF THE TARN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT. 5. CONTRACTOR SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND 'SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. 5+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 t- w r s Li Q o w Q a PROPOSED RAISED, GRASS MEDIAN j w z ALONG ENTRANCE CA. CONTRACTOR TO 'WARP' CURD 1°± AT LOCATIONS z P F � WITH ASPHALT, AS NEEDED. (n V) to n 395w• w 395 --• — r- -- 390 r� -�'` 390 EXISTNG _ 5th STREET THROUGH LAl4ES TO REMAIE i \ __,..........._ ....'PROP SED...E TRANCE ._ ....._...:.'.........._.. __. ASP ALT FI ISHED c� GRAD (ALONG WEST( 3�5 W Ld 00 `l p 00 r` SCALE; a�i a� N O V=5a' (H) NO IV) Ld Ili 0+50 1+00 1+50 FIFTH STREET LANDING ENTRANCE FOR REFERENCE ONLY N n. Lic. No. ONAI. a� L Y/J U G2 o Lu = Q VS u � u t � f f u rX h -4 -4 14 14 14 '14 N SJ1 0) f Z O O N O N N V) = 00 V) I- Lv W }• �"' i O II] CD m Z 'Q Q LLI a O LLI LIJ to U z F-1 E� H aol Fri r� �I GQ .0 O U 91 -C 0 w �W 00 00 �U�..tr] I 0 EW-i � A �'. cn a,, a ZW O z W Q N 4 O tC r. N O cy) O N ~ Lr) Z W W W Fes- O Z Z m F- W W :2 0 O m O OU U W Ir- i- F- 0 Z Q ZI,- Z :D (n D O D O 0 0 0 O Q Q U > U E—+ V 1 E z E-4 Z w w Z o � � �� CD Z W aPr-i O �I E--, F---q W W � W C/) c W Lit t- E -q � 1- t- Z1= W 1--i Oj W E-I Q LO SHEET NO. C-503 SHEET 18 of 19 POST -DEVELOPMENT NOTES: x. THE GRADING SHOW REPRESENTS THE PROPOSED CONTOURS A�SOGIA i WITH J I THIS �,>P�IF PLAN. FROM APPROVED P L A N a. THE PROPOSED DRAINAGE DIVIDF,5, BOTH IN LEVEL OF IMPERVIOUSNESS AND SIZE, REPRESENTTtIE=FULL WP0 201600082 r BUILDOUT OFTHiS PROJECT. THE 5 DORP�iWATER QUANTITY, AND QUALITY TREATMENT PROPO x D WITH TH15 PLAN r tE LECTThlaFJL1.It-DUi . f ' 1 �.� 3- A FINAL SITE PLAN IS RF-Qt IIP'E.I) FOR THIS CONSTRUCTION E )' r .� I OF THE P..A1�1 C�JNC_PDUAL_►` SNt9WSV L�_LCI /V. A'Cii•i Y� .. t s r , � � s .x 1? I`I` . R V 4�f E N � I... � . OF THE FINAL S .. E PLA s I; Ir. J 1�l.tt � %� eT 2. :r VERIFIEO FOR GENERAL CUY_IE wiCFTHIS NIAP1 P_AN t .x S� .. a r ifY 1 1` yl ii f 'r y 3• t e ! f , �z wry '( } Y,�r�,e•?�� •��,/,�• •, � ./ / • !i'�,f:�,•�,� t%53'1•Yi'r �f fix. .�1.•..:-j r _ � it � � t .� �, r � �• ,,,:, l• �y a_ f" r_ C! .Y uJ 72 ? + (I' D LJPGR STORM s*\ \ FLCIC7�FNC�Ii4 KfA / ff HOLIDAY INN r 4YERt aura, ! i } 1r \•} �1r , JS % f Post-Devipioprnerrt DA A . B Impervious Area 5wnrnary (For Final Buildout Water Q�lantiky aicidations ,�+�''��� Buildings �27,500 5f V� Concrete Sidewalk & Dumpster Fad 5,225 sf A Inn of � ,:,Tip Huf }C7'Tf7E�'�'�'I!~IVT. sr�ar«✓su,. 0" F'S s - . _. seas! */w•3n..rf 5E-'CHANNELA,EF1Ur1 Y r _ ,� z • , !t s r A _.ice ,........ M PR�Pr3� J�1T WiE"Wf5Ef RAI TICS OF C RE T & OPEN SPAS€ �i41�t�lTS. SEETHIS 5H�ET �UMEPICTIONOF> -' PerVrouS Pavers 10.0 STREAM BUFFER FROM QI ,C1i17 RU . Parking Lot As £ Curb 05,4 0 s � :� } I, PROPOSED GREENWAY EASEMENT AREA NCB 1 Total r 1.04,835 ar ,/,r,� \. ,[7f iTtJI BANCE AR 'A, BASED Qtt SP 2f117� oc CN FOR WPO 201600082 --undisturbed, F r s O n ce oet a Sa / P P forest/open space or reforested land or yards s or other Managed Turf �- disturbed, graded f d e d e r Y g turf to be mowed/managed Impervious Cover A Sods B Soils. C Soils D Soils r a(acres)13. Adla 84:. f 1:::i:Yti'E �.� C .\ 5 '. A Ml� 7QT A� r•• CN Are (acres) ,"f':. •C t�Y is F � , ,. \: �:Z\!:J u .74 \ CN Area r(acres) r�$ ``a4[•5 CN 98:.8 . 98 C.N(D.A. c) IRMO -,_ , T. �a --, 'r':- KULATIONS PACKET' °f ti Oi2 i-irl twI_P,lDEC1JJACY ' 7 ., NN • w w � \ -100 YEAR FLO OfDPUUN, x & m \ _xaFj*...)IWQ_EW t._ PL,AC;EMEN•r I�`�n�LEnQN ,�.}: •fi Rq �j�„ •. C t? (t O Q A�,R+, ,� -� .'..�C�QCtRE�f. }xFiJwFif• �I• S7i'1'.!`ikJ +�.� AND. .APPROVE APPROVED'. BY•.IHE n O W"mot= r7 ALiAix1W •r�i�i�:.Io�a u O / s"`• T °f � a TIDk !i S7 u } c v •• s r rf� ° � : U x^. vv''tap9Yf�• '.II .... .. ` V •�j = - �h Odd.`:...-.. .... d � .. / E....... .............. ..&'... ., .. f. y .. r^ g ..'.'.'. : '....;.:. r,.. ... r'.'. iy... ....... .. t [S ....!" z3. ....I.....I... '...... : r�• ..:..... .. ..... FFJIA' j.......... . l rv• F100DWAY ..` rt ...' j . ... ... ` ............. . ..�;; -.. ...... .../. .. .. .. ..... .:............ .'........:.'.' ` :........:. :..... ' 1'/ ... j' �L:...... '.'..'.'....... .. j%% .. :.'..'. ............'. f j.. ..... ff ......, .... ...... {.� -• .,•,..:ire .. '.':..!.. , 1lk .. ;� 77 ,�. SUMMARY OF IMPERVIOUS AREAS FOR SDP 201900045 Impervious Area Breakdown: Sidewalks & Dumpster Pad 6,212 SF Pervious Pavers e a 4 7QD S F Parking Lot Asphalt & Curb 50,140 SF Building 9,500 SF Total 70,552 SF . !! J0 I r or s / ra s / r yk / r r � / 10 as �G TRM TO Sohn "HOPE D / e� 67 (0.500 SF) > / / t <3ETAI NG SY \ d h /$y� /Y Flo \ \ 1 r Y'J�.f4l-'•� rte►.trt ��%' ytt- .r�ci �� /n\ j , ✓8v4 ,,\$ j rt /r 1 I EX SiR_j3 J , / /40 .' * -91!MM Man ram 1 DRAINAGE AREAS FOR SDP 201900045 —50 SCALE: 1" = 50' CN FOR SDP 201900045 I A Soils B Soils. , I, F rest Onae-- undisturbed, protected Area (acr es ensP forest/oP ace or reforested land CN 39 5 - other 4 Managed Turf - disturbed, r graded for d r oth Area r y.. d s u bed d yards o (acres) � fr g [g Y t 1 turf to be many mowed/ 8 ed CN 3 61 E 3I b 3r Are acres t..: Impervious Cover CN 98 98..:. ' R VDeveloped (watershed -inch) with no RunoffReduction*5. RwDeueioped (watershed -inch) with Runoff Reduction* Adjusted CN* 1-year a�< storm 0 PHASE 2 MANAGED TURF C Soils D Soils \ 70 77 / H f 0. � •fir. <,,:, .•, 9Q 74 $0 r a 98. -$ C.N(D.A.131 tQ-year storm FROFf-WiEDWYEIWk 09NFE[GDOt DE(ALL9Y87 � ` l 1 1 1 II I� Q \ Q N C/? S -72 00 m �] CD Z Q Q � U Z O 0 S � a of 0 w n v z F�F 1 Z �Cq nn �h W W <4 A0 c_7 U CQ 00 a t-1 z V a W n�. Tz 6.J w / � 1 i , , l t i t , 4 I f I , , , ' w rn 0) CD C) a Q ri 4 0 ao �t a c! Z Z z z z :2 z :�E a_�W�W� O 2 0 :2 0 OU OU (n F- i- 0 Z< Z I. z (n 0 D Q U 0 Cl Q U Q U > U ae©©el H w E-4 w °4 CD w � F _i E-1 0 ("'"� `✓ Co U _j F- F- w z F- C) F- N LC)F- F- W F-1 fy_ IL SHEET• NO. u_504� SHEET 19 of 19