Loading...
HomeMy WebLinkAboutSDP200600076 Plan - Approved Major Amendment,Preliminary Plan 2007-04-27:A ,� : t I . I � _J I J I 1. Owner/Developer University of Virginia Host Properties Inc. P. 0. Box 5307 Charlottesville, Virginia 22905 434.243.2586 . 2. Civil Engineer The Cox Company 220 East High Street Charlottesville, Virginia 22902 434.295.7131 3. Parcel Information: TMP 59D2-01--2, n/f University of Virginia Host Properties Inc. (34.903 acres) Current Use: Commercial . Deed Book 2933, p, 83, 85 (Plat); D B 2056, p 87; DB I 1 22, p 487; DB 785, p 69 TMP 59D2-01--17, n/f University of Virginia Host Properties Inc. (3.177 acres) Current Use: Commercial Deed Book 2712, p 325; DB 2075, p 141; DB 2056, p 87; DB 1122, p 487 4. Existing ZQQin. : HC . g "'"g, ­ . 1 5. Minimum Yard Requirements: A. Adjacent to public streets: No portion of any structure, excluding signs, shall be erected closer than fifty (50) feet to any public street right-of-way. No off-street parking or loading space shall be located closer than ten (10) feet to any public street right-of-way. B. Adjacent to residential districts: No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residentlail district and no off-street parking space shall be closer than twenty (20) feet to any rural areas or residential district. C. Buffer zone adjacent to residential and rural areas districts: No construction activity including grad ' ing or clearing of vegetation shall occur closer than twenty ' (20) feet to any residential or rural areas district, Screening shall be provi(ded as required in section 32.7.9 of the Albemarle County Code. 6. Planned Land Use: Additional Meeting Space 7. Maximum Building Height: 65 feet 8. Adjacent Properties' TMP 059D2-01--17A, n/f University of Virginia Foundation Deed Book 2712, p 325, DB 2075, p 141; DB 2056, p 87; DB 1122, p 487; HC Current Use: Commercial TMP 059D2-01--18, n/f Amvest Corporation Deed Book 974, p 247; HC Current Use: Commercial TMP 059D2-02-OA-1 A, n/f Jason P or Diane K Sheehan Deed Book 2733, p 261; DB 1350, p 153; R1 Current Use: Single Family Residence TMP 059D2-02-OA-1, n/f Stephen T or Kathryn C Deed Book 1556, p 713, R I Current Use: Single Family Residence � . TMP 059D2-02-OB-1, n/f Kenneth G or Terry M Elzinga Deed Book 1 180, p 1 14; R I Current Use: Single Family Residence TMP 059D2-02-OD-1 2, n/f Leigh B Jr or Betty G Middleditch Deed Book 2116, p 738; DB 837, p 643, R I Current Use: Single Family Residence I ' TMP 059D2-02-OD-1 1, n/f Charles G or Carole A King Deed Book 69 1, p 447; R I � Current Use: Single Family Residence . TMP 059D2-02-OD-10, n/f Janice M PaynterTrust Deed Book 2894, p 602; D B 2788, p 717; DB 1730, p 403; R I Current Use., Single Family Residence . . . . .. . " - . *:- '.. � : -'.'.-' .. �...,­ �- .I I. I . . . . . ...% , Ar .. . I . I I . . � . .:�.. . ' - . ** ' , . , . -.,% . - -, - .-,r.. -% - - -T r-�T" - ... .. .. ... .. .... :.� . N, - I .. .. - . � 1. � . ... �. I..' ."..... . , , ., , , - ;.. - ''' , . .: . . . . - .. . . .. � . � . . . . I . . I .. . . . .. . . . . . -Ir-4k - - , i , : � , , �'. - �- ''.'I. '.' . , .:. , . � :.� . I. 111%, I . . 1: :�'. *.:'� '... - - � . '. . . . . - - . . . . .. . . . 1. . . ­ . . .. .. . . - - . .. . I I . . . . . � . I .-. , . . . . , . . . .. I . ..� . . . ­ . . � . ­ .. . � I . . .. . . . . . . .. � .. I - .. . . , . ... .. . _1 , , . .. .,. . . I . . . . . . . .. . . . I . * . . I . . . . - � . . . . I . . . . . _ . . I . � . % - I . ., . .1 , . � � . � . . . , . � . . . . � 1� . . . . I .. .. . .. . - . � .. : * .. . . .. . 1. . I .1 1. , . - .. ­ - . . ., . . . . . . . . � . . . . : : , .� . . . % .., . . .. . . : . .: , - " . : - ,.' .. , .: . . . . I , . . � . . . I � . . . , . . . : ­ - : ... . I . . ..., * , . � . _... . . . . .. :., __:. . I . * . �:`:_._- E ... �... -..:.. . :.-..-:.. . ......'......". ­­ * '. � - - , .... � .......".,.:..-:...'..,:.....�.........- - 1. ... �' : ..�.: :, * - _-.� � i.... �.: ..' .'. ...................... -.�-­.­'�-'�.-'.�-- .�.:..' :.*.:...�. . �'�..' ... ... .. .� -1 .. i....... . . . ...... - �. �:..--:TK ��. .-T PL �m . ��:�-.::�-.:...:....�.�. . . . M S1 E' AN IN.. ... . . - :.,...:, .: �. , ... ­.,:---.,­,.:-, ... ..... '.�.....:..:.. ., `­ - ..; .... — '." ..; ­.- I END'm .. .. : .. �. -'. :.�_ :...... . .1 . . . .. _ -­�,­­.­-: -­ '._ . - . , - '' ": - *.... _.... ........... - - - ....... ;:_:*,,1,,...:_:.',,r* ­�-,-:­:-.,:.,-:t*.. .:.:,:. _.:...�....:*...t. ... .. .. .. - - '' — ­ .. ...........­ -� ..�...:...�..�.:�......:.:,..�.�...".-,.::.:..!.,..,:-.,.-.:�-:-....".,-,".::. ._._..,.1_,�...�_.._- *.i'l.'' ..........:...:..-_.-..._ ''... _.­ , -, . .. , '' �.,..........:.-.--.....,............ . - ..:: -'--.:`:.. ... , ­-:,-.,:,.­-., *:'.' .* � .. ..... ... . "'' " - , * ..­ — '' , _ —, .. - ­--:­:---...:...-.-:­..�. .....1. . , . . .. . . . . .. — ... ­_.�,' ,...t".....,.�...'�.,-�.".-...':-..:-":".,..:".,..,:.,.-.�,-,.'':.,.-;:".:."-�^.�..,".-.-'.�*.:, --�`. ..:.-! - . ........'..........._....... --;�..:".::..,.,-.'.�.-.:t.-*.-;...�.-..�:..,,.-..:�..�:-.:;.!.'. ...��-1:1'..:...-I ­:,-:­t.'­­ '.. .-*.-,:,.--;., -,.":,.,-�.*..��',.,*':.*...:*.�-'*;.:.., .. ,:�:...... ... . . . . �4.:._--..*.:,.­.­:,.-:'-. .:�.' .. :.. - .. ....,t,:,.::.:...:.,::.:::*...::*.t.:.."... .-� ..-,.....,.:..:..r...r.:--:�;,..::...,.:.,..,.*.,�:.,-,::.,.,.,-:;:::,:;.,.,.:�:::.,.,-",.,�.-,.,-,''.* ­.... � ­ .. ... : . , ..... .1 - .:''.. :1. . ...,.'',.*...�..�l..''.,..-:....... .;...:...:.......,'.-:�.-:.-::'.*''* ..:� .::::.:.. �-,:..".,:.'..--:.�.*.*..".."-.,..,..:.,;,..-,..,.-:: ...:I".�.::,;.....'�'..:.:�.:,....,t,.::.,*�'.�.�-,.:'..�.::.;...,.�'..!.::.,...,..,:,.::.:,.-,.,:�.;:.:..-.":,::::�.:..-.":,:�:::,:,..,.*,�.:::.... .. . ' . . - -:-.'.!-..`-.. ....... - _ '..:.'-.­:�.-.,.`.... _ 1:1­ . . :�!­...­ ­ .I..... . :--..",�-,:`--:,-::,.-. ': .. — . ........ .... .. ... ...:. .-.:,..:.,:..,.:''..��..........�'. ........ . ­ . . I. o- — ; , .. ­!­� .. .. ' � �; ;�-: ­ ..r-p....- .:.:�.:�....,."R���l�:C�,'-���:!T::..-,�.�'-�,'..,.-,.-�;�:.:.."..,.:..,-.'�*".:....�;:�"..-..-:�......:::....�...'.'�.'�.'-..'..,."...-..:.,..�,..-.,.�.-..-.�,..'�-:�-�...'.���;.....,.�:..,.,.,-..::'.-::�:i.��::�,.';��"-".,��- .... . .... - .... , ...... I.- .. .- - , '' _ ­­ . . ­_........ o.. .. ....... :­:.-.::.. - .-. .. .1.­­.: .. .1. , I ... - * - , - - - . - ­ ..:.:. .. . .... ... . ... .. I . .. .. '. . . - , - , - . . ." , , .:. --'*'E :: % ..::..-:�;..:..�,:,...."..*.,*.."...,.,.:..,.- .,..,....-.�"...,.-.-,...:,-.'-:-'.�".-..,;,..-.,..:.,.�*,�'-...--.:-*...*,:.::.-."�'.-- r . . . . . .'.::-.:.'.�.-.'� - - - .:" . ---) - : ..- i�:.-- - �`,-': . . . . . ,:.,::.�-.',''.".:.�,:.�.'�*.-'.'.'..: - - - .:., . . A ' R.A. . .:. , '' .... . -.�*..! .:..,_,..­:.:-.-:.�-�. .,.. .''..': '' '' ... .:. _.... I... . - ..._.....:.... - ... -- ... �-:.�::.:,�..-..:,..:.:.:.".....:..:� ".�.'�.,�:.":..,..�...,..,.*.-.,::.,.:.,;....., , , , .:. �.. .'..�--l"...'..'..,:..,...�"�.'..-�..-'.'�':�.,.!�:�:'.-.�...... ': ..,-:.,.. .:.'­,:..'.�:�-. ... . .1.. ..- .--.:. . . .'.-'..�".-,..::,.,.:.�-,.,...,.,.:..::.*.:.,:....::-�:...��..:,..":...,-..-�..:..,..".:::::�:,.,.:... . ..... .. � � . . _ - ..... .... - - - ....�:..:­ . _.... .�. * .,.....�..�.:...,.."....,.:::...,:,.:.,.''� , . .. . '... -- - - " " "' * , , - .. ­ .�-,.,��.���'i��:::,�,.,...".,."��,,, ..::::. i*,%_,-"A:!*`:"., 1, �.i.-'..-' ------ :.- --.-'- ...........:.....,..:.*-�:,.�,.:.,�::..''.,� -, .'.''-.'- ....:,........,;:.:.:.�,:.,.��,."..:,.�., :� -, - -, -.:�.,.,...�-.'...-.",..*:�;,..,.�,!.:�:,�....:..�.'....: I.:,:.:!,....:...... -.*..: `;..�' ��:!- -*--`L-'E ... -1.­,.;T . *. .: ", - - . - * ­ , - ­ � _ - .. .. , 1.14.-:-:V , , ' _. . . — .. ...I., , * , * , .::. ,*.:.,-:'..-,'�.*:�,.'..:.,-.'.-�.,...'.'...-., -�`:­ . ': - S . ....I............. . ... - . .. , *� , '..... .:.., ­­�:, --� -�: :'.�.`-�.:: SAAAU AAG::-----`11 ... :�.. .. ... ­,�`-�.-..-.--...­--��.- ..*-.. ..., .." .-,-�-,-.�.��-:--'':::�.- .'':..,.:,.��.:.�.,,'.'-,-".:..�..:..��:.::::.: .�:!.:,:­. . � �, .. -.-�-'.- . . . . . �Mg.-,, ....-�......�..."-...,..........:�::..'... .-..;...,.--.:....:._.-. ,;-...,."..",...,.*.-.,.'-..*�.,.,�..�.�..,.,.,::.,.::.��..,. - ...-.'�::�. . . . . - �.:,_. - .. ,:-:�.-"..:�- .. .::,.............,....,..�..*'.. -..'-..*1��." -'-�-.' il. -WEL IL . -, -::,;... ..: -.7-77. i'.--.--7::- . .,-..�'..*..-,:.�*.,::..,�:'..:-...-�.-.,.-.---..:..-.::*.-.*-..'-*'.'--':.-'.:.:,.,.%,*.,:...,:,-.�.r.�*t.'..'.-':'-�::',.*.. ,.'­'�­.�.-­----.­,�,::,.. . . . , . . . . ... - ... ''. - " ;.:"".­-. . ­ .., . . ­`.:�'.. - : , ', .-.:I...� -'. . - .. . .. . *::,�­ , , , - - ­- - -.::-.".--,�*:.�l...'..*:,.,�,.,:,.:..��:-"..�...,..,.:,.-�.'.,.,..�.,-.�... . ... .........." , , ': ...::.-. -7­.­,�,­ .. . .. I !....::.� .. -, ... .. - :.,!, * , .,......._ -­ - - , ­ .. - - - . . 90m, - . , ....... :..­..�..:._'.. -, . .1. ... __ - - .- "' . - :�_._. .. � ., . . � - ...... ;.._..-:_,.1',-- . ... ­ ... '' '' �. -..� - ..�.`...". . . . , , - ... !" . - - - I - ­6:.:.-...:,...;: '' - * , , - -� -.., .. ��': �� -"-:��:,::�.'. .:.�.....:.... -.,....�..�:."�;,.�'..-.�.":.,......�.*.,."..".".:-�,.��.-.:.,.:.,.--.'.'.�.,,'*.�.'-.-'...'.':.....,.,..., ...-.:��'-.'.:�-,-:-_-�':,�'. ::�,-,:i-�':`�-`­ . , '. I - ­­ ...: .­... - .... , - , . . .....,-.....-........�..�:�..:�'i..*....-.�...:�.",..'�,�.:�� I. , � . . . 1. . ... :. -, - , .. - '' . .... .. . - ..... .... - .. ":..:.-.".�:.,..,�".�..�"*....."I ..,.'.,��--,��..,.�.�..;!,----�::�.-"�..*.,..,-.....,�,,�,,.,.��.-,i"...:;"...-.��,.'--.*-..'..--'.-.".,..-..�,,,..,....,,.,�".�,.,4.,;,�.,�."�-.,.�,..',��."���;.,..,*.,..,...,.:, .�:..'..,-'�'..'.i�.'.�:1,�:.�'..'�,..,:,.-:."...'....-�',��:.�'...'*.,.-'..�...,: - '' '' . . `�,.',,� .'.�:,.*.,'..,.,.:."..::::.::,.......,:"...,....'.. . - " .­.­ , - - , _ _ ..'q -, , - .�::� .--. * .: '­­:...... .... .... ... ; '....'.­­ - .� . _ .. .. . . . . . - ..."'..... - T - _.. _ �".,..-"-�-'�,�.'-�:-.:�,-.,".--.*..,..ii,..�'.,.,'��'.-'--',���.'.,',,..",:., ­­­ ".:`��..`­' ".....- ,:...% . __..""I", "' ...., .,,._� � _ I ::.i....:,-,�.::..�,.,.:�.'..::�i.*,�.�.., -,"�-".� - "' ` ­2 .. ... . ... . .... .... .. .. - - ',-'."-��:..-�'.',t-'-'..'�.""...-.�..,.".,;,.�,.�.,.�- ,. _ ....,,..;.......��::.,.*..i'-,:.,..�'..'.'�.,.��.....'.'.�;,...�'..-,'�.�.'.-,..--,'.-",�'-.'.,':;,...,:"".,-.-,*,--.,.,..�,...-.*.'.,....,.-...�. :,::.,.%:.,­­.:,:.:- . . . . - - - . - ... ��, _:.;......, - :, ��. , ", .� ."li?.., '' - ".."..... ... _.. 1.111, .: __ .... - . I '. !..�%­ --.--­­1!,1�-.-. , �, ­....'..'' ..... .. ..i.l..�.�,:.-�.....�...�...i%.,..... ....*",....",",.�.,..,."*,..,.,....."...-.,-�-.,.,...,,...�.?,...,.".,..��."..,.., - .:...- ''..'.... _.. ... "*�- %�-.--­, �,- ..'": ___. ..... _-t _..,_.... - "' ..... - - . , - .. �?,'­,, 'P 11 ..., - i ..i,Z..,,f.21: ��_ *.�,' *4 :�-.;.,-;i�,*..-'-'.�l."..*.�.".;,...-"..,.".�:'..,'..'..,.".,:.*.:�:.-�"�,;I - * - --':'_.._:--:..:.-...,. ­:..... ­�,R�, ........ .... . . . . . I .. ,�.,..A-"..,.�..'..,.,*.�-'�,,�l...,;,.."",!",...-'�-.*�.*.,..,.,.�-�..,.,�,'�'-','.-.,-:,��..,�.-..,,..--.-.,.�,,'t..�.�;.-,....--"",.--.,.--;.-.,.,.."..-,.�,...".,..,.�":.."-..",-",."",".,,�-,.'�,�..'.:�.";.*�.-,,'�,."�",;,..�.*,.,,���.'Oi,,�,�.�",�.","'...",.rl..",..-,,.,.".,-:�,l-'�'lf".�",.,:,��'.-,-.",.-i�,�,'�,!��.-I.I..."�'.-",.",.�.,.�.,7�'...';...�,--.�.-,.,�i;...-�'...�...S;..,.,-. . ._._�,.".:_ .:: ... .. ��- .. * ., - ___ - �:,�,�.��.:',..,f..""�m�.,.,�.., ..:: ""' z--..-i:%-,�-,"�.!...��.--.,�', .--,-'��;�i�'....."",..i,...!!!.,r... ­_ --�-: ..-:.:: - �1. . .. ".." .. . -.1., ­%1,�'j.'M ...., ­- - - ... ,-.'. 1.1, ... .. - -..�. -;:�,-.` .--�'.l * '' ... , " ;....'.1111..-_.-.­.. M, ­ �, , . - .1 . .� . .:.... - :--. .. : ..".. �'­' Ii.- ­ �gl' - , ....'.. . - .:. � .. : . ..­, . . . . � - - !:.;.:,­.-*.:�'- i. ... - . -- , - - , ­.:'�'.­i_­, . , ._� ...... .... ..... ... .., ­.."......4. _ , '... , '' .... . , - - - . ... ... "" " '­� -, ­ _­*­­­ k ,.,-..,,,,,...-..',---�.,�..",.,.�'4--..----,-"-- _ " v , - - -, .. - ''' '' ­_,:. , �: .....'...., ... .-.;. ,-,;,t*.,-,-� --_�'--_-`!--.,-, gO g- 1""? -�,.-,,-��;���i.,..,��.�"-"",.�,-�..,.-..�"."it?"'.....,.,-...-,,,�-,.,..-.....-....--....-.. - - ­... ..... ­'-� .--.,'f.'.%�.'-*.`,*.' . ....",.!.!.�,.,.-....:��,.:.,..i, ­..,..-...v.W­-­_L.,. ..'_'....,,�. .:,*. :.,. .r,. '."�,,,r.....--.,..,,.,,.,.,,.-,.",,.,,,--.......,...-'-,�,.",,.,-"-'-'..�;.,.".,".",....".�.�'.--.��.'*,.'..'.,"..*.., . .. , ­ ­ , ­­:, - - `�--... .. - * ,�*. -.',-..'--.*..,:,..*.'.*:'.,.��:i:-.�:; * .:­ :.­_:,.: - .. - -;....'". ""'.:`�`.,.",-�, -, ... -. , , ` . _ - - . ......... .. *,,.- - .... :i_.: .:�., ;., .,,.�.-,..-..�."....".".,..,....-,-:'�:.'.-..-:".- -.......* t-, ..:., ...-: �:::..".'.., ..'::.',.i-;,.,.. . ... ..:I. ..�..'.-':i�." , ..'.--..r.:!*.-.".�,-,..-��:",..,-,..�.'.'..,,.,.�:"!",�.,�..,.",.�.*,',,.,...":.,,.,-..-.��-.1. ..,.-�.".",�.....;..�:....�..,,.��4"....,.-,,'- - .r. . _1 ,.� `,' �­' -. -, .. -!.,� .: --�-_.. ".':,'..,.,-:�'.'.-...._--.,� .'._':.`. -..:..'�....,.,-�...*..,...,I.*'.-.'.�. .... ., . � . . * - --.,.:-..-.:�:-.�,-...,..;":*'.'� ---..-.'-- *.­��'.. --,..--t.',.:�' --.,.-..-`-'_..­ - * �...-.�,..-.�:.�..--::,*.....,".....,..*,*�.-.,..,...:.,..:...- ....." ­�.��.:. ..'-'. ...., -.','-� �.......�:..*..',..'-.".,.,..,., -.-:�7�:--'�".'-.` --.'. -"::-:-,?.,. -"..,..--.�-::'�..-�-.'..--..'.-'-'- . . ., , '' - .. - �. . --�:�:i::�,.-----.-_ : -:.-.�.�..-*.-.*..'...-'.'.-'.��:.,...... .'.f.',.-.'.'..,..,..".-'...',.'..'.,-'.'..-.-.:�'.�-,.�.,.*.-*.:.:.,*.:;,.�:l'.�.."., -'.­�, .' r �..::'. - �.,.-..._ ..': -'.��..'.'. -'...-� - -.� ..,:. ..�..�-.��..-��.*...,...-.,-.-.',�l.'.- . .�. _. .. . ... . . . . . -:�:-:, .: . .:.... . .��....-.-.. ,... --.�:_.*-... .-�.' .." ... ....�..........._� . ,�.�-..----,--:,., _........:� -,� -.�,.'�-*;.-'. --'� . .*:',, -'.. . . . . .., . . ..... - ... '. . . . .. .; ..... :.�__.:' � . . � . .::." , - ­­ , __._':..,_ - _ .� -..!:,.--;,.��-­-...-.-.'.. . . ,�: �. ..�:.... ..".�:.,:! .'.... .�,,'.--' .� . _ .....�:::..�..�.:..:":.::....,::.....,:,-.'��: - - .. -.-- ... ­�, ..."'.: .....'�'.-.',,..*�",...;.-,..,.,;."�'.,--.--..��.-,.�'.-'...-".-..'."..,.,,.�..'.-'�".,.,��-',.-......,.. .. _ . ..,,'.'.'.,.' �`�****­:�... . .__... .: , I .. . _.. .: - ­ .---....;;,.'.....,-,.r,,.......,.,..,..-,:-......,...,.,,,,,,�.,,.., ... -_ --,.-:-. -_�--i:i-, _,�:..,; . �,"i:,'.... -I..' '' .��':.!;*;�:---.,.-..-� --.'-::-. .�.' . .. . ''........'... .... _'. - . ., _�..,_. .., .:��-.'-,�.'.':� ,ii:.,*.',` . . ... - ....._.-...-.,..�,.,.--, ..�,�, ,�_ f.?_, *, _i.,.,-_-,,.-.-... � .":.. �..-'.`,,A,:`..*,�-.-,' , , , *: - .` , -...,-,;-�,­-.?, ." ,.�--..'..*,'-.,.-*.,...,.���.,.,.-....,., "'' "' *' - "' '': , - - * - ..... - .- ...­ ''!--.-,*,!"-.".":",-,...,",.*..--'..'.�'.."..",.",*..,...,.,.',---.,',.,.",.�*..-!-*:,: _0 __..3 .......��id; ..',.--;�,...---.'.;...�....,-..�....-,...-,��.....�'; � .:--.�.'�.��.,.,.,�:�",..".-"*,-.-,:.'-.-.'-�.!.'.�::.,..*.�...�...�;',..-'�.'.-'.�.'.--:;,..-",.,� . . , '.....'_.M. '' I— ­­­.. .. ... ........�.'�'..,.,:.�'.,','.:.:.,..,...,.�.'....'.'�� ", -'...".... ........."';;., %� �. , .. " .. -M, ---�-, .... _ S ..... .... .. -.'.-*-',"';!%. I, .... = - __ _ .�­ . ,; - , - - - _,_-,­- _.... - . - - - - - ­ * , , ­ - " "'P'-�.,,�."'.,.,...-"�5,!",.-m r, .-�,, ---,�', -, �,� .-,�, 2',e zl.--�'."..'..."-�;,.-.,.;.,�";,.,.,��.'.�.'�.""";,*..,�,�'.,,.�'., .. .�:11�.,...".,.,."���:"",!::,:"'':��.1,��:,.,...,','�"*!.*..-'��� �...'.,',,..-...:,�,..".�",.,..,.�'.."...,....�...,.;".,.,..*,..-'.-:".�'...."...-,.�-,'�."..,..,."...."......'.--,�.�.,�.-",-�..'-...�..,..*-,.:..-..i.'..-i,.-..,;,�-'-.. . . .:. - . --.---.... _ - .......,...,.,..­,_..­._, . . '' , - ­ , , . ....- .. . .. . ... ... ...... � -i-��,.....!�......,-..-..-.l..,..-....-.,.-�.�",..,..*,�..;."�,.,�.'�...,..-.".�,.".�.,...�,..",....."..:.-..!.*�,:,.�.-.-�,--'*..-;';��.,..-1.�..-.�..- .. -�.-.."..--.-..'..;,.".".,.."..�,., -.,-,,,��,�-� "��-.-�-.-..,..,.,.,..�.,.",--...,.-.�-.�.""�,-.,,-�...-�..".,7.��."� ..,.','--.--�-.-`,� ."', , . .. - ....,.__...... ....._.-f......... ., .. , ­._­­ ,:S_. 'A . � _��, - _:-__�.1_.*_..--. -,.,,". r .;,." -ggg,,�:�,M__R� . ,,,.. .,_.�.�.. ..-..--.--..,...!.*�.,�.'i....,,,?......,�".�",;�,i*, , , *--'--'-:'-.--.�'-,'-.','-'.--'.*.'--.', '.." ...... r. ... - .",­ 11 _.", ";% ... ..... � , , , '...... '.............. -­ . g .�vi� .... , - --iF1.:,-�:..,:.-".Z�t " -.-.­'­.� �'.�,�tvx - . _. ­ - .::.�.-'.'�'..'.-�.f.-;.'.'.-.'.:..*.-...-',.�-'-.....'.'..*.-.,*--'-.'---'....--,.'.-.-'*-.,'�.--','�--.".'.'�.-..'...,.....".",.r,.....�-..!.-. _.. .,r,... g, .-.. .-.r� .',,'- .., -i ..., ...'; ---� .-..,. -� -,i .,�f", .-',* ..,. �r.i.".*�,., -.- I �.:,- ..* �:. " . �.. . ..:�:o:*' , � - .... �.., -1,-1- - , . .4� .. , %. ­­.,.:.",'-,-,.--,.!.1�.. i�!.-"...`,'"�f""',, � � , "..."'--I......''... , . ­ ­�;.'­ ,..- ,,-,-; . '' * ...._1 -.�:.--..:------..1r__ . '. I , '� �li:".,..�,',',i,.'.,..'..'�,.�.-�.-.�,.�', ­­ rr .. �'.�..,',..-_:.�-' �;:,.--�, .,.,.-..,-...­,.,:.i .....'....:...�.,�.. . .. :,.,­: .. . _�.;�.;:I-.­ 1­111 � - I �. I .11' "' nl�,'.11� � "` .... .. - .. .­� ��Y­-­ . ,;"4..*..;-,.'�l-."'**i�"�-",.�.* .. .. . . �'���',�,.:"-"�-��.!".:�..',.-�.... - '-'�' . . .. . . .. .. .��, .��w ". ,.'' . - .�:f�"ig­,"'-�-,., 11.1 ..... __ - ..".­.....'. - '­ .... .� ...- -, --'; --�':�� _'�"? .. -.1.�'�:---..�,��'..*.'.ii�.."."...'.�--.".,.,..,......�.."..�."."..,.-,:,.:,:...:.,...,.:.:... , . �.*.I.-I......; ;V �..,�,_...r,�!_ _;� .?��,-',_. I ..... .. . ".::'..:..-.�­. ....... ..... - -, - . .. . 4- . .-.,... ... .. ­. ...- -.�.,-,.­ �'_ ­,:` . ..t;:W.,_:.:..:.. - .. . .. ,;..-..., .:,:.., -..,:: . - ... .." -.,. � -- - --i ,_--�-" ­­,,� .I-.-- . '-"`."�,-:--".,, _.. .." - - �. - . .. .. . .., .. ,� _,-,,��. ��.� � ... ,��,�­.%.`.'­ . . -:*�-�:,­ - - .. ..., ---, Lg-��­ - ,,!""�?�,i,,..-.,'-'r,,� "�,�,,,i....,,�'-.7--�-.,�-,-,��.,--..�'--.,., _, - ­­.,­,_'­ - , ­ ­`­'�,,�­­!i-.,.I, M,��%t i " "I " 0 -.1;*;*­,�, , -, - .- . I � ......... . ­­­ ,� . - -, - � %�,--Vii.,�-�,�%�� "I `_0 11:01101"i"I'_ . ,_11 1-111, -I-,,.-,-. 11 '-�.Rl, ­"­.�� -w-N .,�. ��..�r,..-.-.-,:i,;-,,.r��,:!".�:.;I �.­,- �Z. :W1 u. ­ ,�,"..1�3'..1.1,1�,'I �� --�." I * � _��, I - � I " �5'.,TRR 1 �: ..--.�.. -.-�::, ... : - I . - * ., . .� ­. � 'f�. ­�-, ,; , . �...1.1e­;­.-.-- -.r _4'..*Jo,�,,--� -, g _. r a ­�g ­_.�1.1-."alp. !!! . .. - - . : . ; .. . - , - . " - - M , --,� , *�- ", ,e =_ . - - ­1 `�-L:��'A� .1. '.' . I . ,,..". . - U-1.", �­�,, - . - - . � " . . * _- , ­ - '� .� , , ,-.,�-- ...,,...,.�...,..�..*.:.:.�.-.*.*;;�;...- _ .. .. . .: . : .." : '. , , , .,-�.�,� , ....; � - - . �11.. - .�, , , - - . _�.;:z __ - , - , - - - - ";; 1.rnl ,�� . , �'r`. � 11 .� , , . '.. . * - - * `_,'�';`­' -',,'_,",',.A;.- -- ,, , " ,r--. . . . . ­� . . , , . . , " ­�ffi .! ,4t;� ,,�--_,...,-.,_-��, ';"-.. ­_-�,�. ---- � e. - - - � ,��. -.,t,r� '� -, *� -.�,'��.��S " ,,, ­;. - , *` `.." -�1`,,`;111N_5 ,.,, .--�,�;,.,.�, - --`-.�;, , . -��, --��-' -`::: � . . - ,� .,� 0, - -1 - , , I .?"� -"'.1 -..., " ir 1`�11."�'. ,'. X� . . . ;,�, , ... . ..... !_� . .., , .. ., " .. r N i'�i'...,.'.�,!��ll'��r�l;l�-1",,��l.'**..-,.,:..."- ,���,**�'.�."",?'..'.�-�";..,,.� -�.,_"�-,;, 1-11. -'.�,_!"; I- _,_� _-,� .-, .*-;*,...,-,*.,.,�','..,"�.,,�",.,.,.�.'...'".-'-.,',��:..,... -,. ., - . ` - .,. -, - - , - ­ &­.�­.­ -I-,- - ­­_.. - ­ . ..,�.. . . " ­ 't, " �� -* *",* ."� ... ... v�-_-, ,�,- t',ri,- _�,"Ir'.1'.1i;11.71 �, '�1.11'%.:% ", , , "' ` ��":-,�:�"_ -W --__,,,�1111111,1�;- ... . ..... . . .. ,r, , -, t."� . " " .. .. , .. - ... . , . �'%, `� -."R`11�1�,,�\,�� :; I- `� - , ., � !!� � ,�",.��,��"",5��,,',/.'.,�..,-!��,,..�--��� -'m.,,:,;,,,,- -�! .-,.--;,� '��,�.�;'�"-;"..*.'.-.'..'.-��,��.'.:;"."e",...*...,.?.�.,..-."�-.4'�.,'.'.-.�',,"',.f...."..",.."..-��..'.,"�'.::,.r,��,".,.�-..*�-'.�-.'...'.��,��',-,'.,'�,i'�.�""..,.�.,,��,�,'.�.-.,�*..,�.-..�'-..,.*,,�,.-�""-.,�ii�'-,��-.,','.�.;,..,..".��,,-.',.'."-.-..,.,.,.*.*.*.�.�'-'*��.�; .. . - . - - , � - .. ......... ;­ .. - , , . � . - - '.: , ,�. ! . . - ". - , .�. _.. . ,., -, ,��. '�_ - . __ � �-.,-`;; .*' ., .. -, , -..�fi .-�'i.----.--_t�;.-� _,........r, - ...., ...", .;... ,,.', -.,f�, --'�.",..,.".----.-.', --,.-.-,`,.---.-, . . �* . . . , .., � . �, "A' . ... .. ". . t -,- � 1 �",::.::.�...,!,".��'�:,-�,.�',,............,:;: , ;' � " . .,.. .�-� �, . - ,.,,..,-,.! '. . - * " , M-P..'O. --, qg-jcp ­z­ , .. �`;'�!`.�',,';;',.,.,',�i� :.:, ., ` -�,;--Yll:;4. :. . - _." � -; -....'.�'....-�.'.,.'.,:;.'.'... ,�., .: .--,�",.,...*...,.,.....,.��.,.,.,..-".�..�-. '�' , " , ..,. "', _ ., ., , _"_4';:.�.;i�.' .��.�,�, , '­­,� - .,,�"t­,-, ;.;7,��:1,'--.!,a-.., ,W,,I�tn�_ It -"� i - M " . ...... ;. ,,-- - ,� ,....! - . I , . -�::.*-: �, .". ". ..',:�,,.-"-,--_,-- .. ... .�. -'.'.,'��".....,.-.,i*�.*,�"!,.�...".,"..,�-.�,,,','...,�,:'.,�.'-..,'-'�'.'..'."- -.-,.,..-,- -.,,.,.���'.-",,"'i'.-',.-��-.'-',,".-"-.'�",-,�....-�,.�".,.,�.,,.....�.,-��i��,,,�,.-.�.'�",.';..-.-e-',',,'.� ..... � ,_ , ...'�.,',,.�,....i.,;tt;...;!". g, zl,� .... ".. .,:. n 11:1,�,; . , . . ��.... , . ..... . , .. . J ,.. � �� '. � . ",TF" � . . . .. � ... , �., _ .. i " M. , , - . �,. ,. ,� � 4 . : . . : . - :. .." : - :. , - - - _ .. , - , .; , - - - � � ;., - , %�,, -, r , .- g� ,,,, ��g ,�, - , :. ��' ,'.' .r,' .., ..' ..., -qLli._Z.,,� r.,,_". '��, N�5�4 �W', ,�� ­ .. jkz�* .... ... ._ �­­ _. ,�.� . , .- - , , , , ��, ,� ...... ... __ , � ... !." - " -, ­` f, , - ­---g- i - .", R ��"� �31'11' 'IT ­- i,11-0,1 � �, g M'-, ,,.:�-;�.-..,-,",�,t-..,.-�.".-.-....*,.-'-..��"'."�'�,�'�.'� t - `., ,,,, ­. r,,,, . , , �, . ..� _,_� .�, . .. , , \."NMI, A, ." - , . . . . .. ., � ., . .. ., . , � , ...� , _ ... . _ . _ ,�, . e� - :..'� - . --'.'.',-.�.'�.�',*,,I"e"",�,',.'*�-,*,--�.,,,,,-..', ... '4 A. . ��:�:��;..,.'-.'...'--.:.*.".,�..,.',.--.�:-..*'...��.-,�....'�.�..-,'.."*;�.'..,�-..��.,%.".,.,.--,'��..*,,':,'�'...�"""�,,�,.",...,�.�,..,.,,..,,..,�,'.-,"i'..-."i*'.,-,,,�,,.*,'.*r',�.,!*-.,�.�,�.'..',.�,,;,�,�,,,,,.,�:���.,*.�-;�,,,��*-',,,�.,�,,;'-,-,,'�,--�.'r;.,�'..,�.,.,�'.��,.,,.-,,-,,...�,�.-.�,�.,�.�,.*�,��",.�,;,.�..,..".t,,�,�.�.-.-*..'-��,*.-.�.'..,-',,,,,�,�,�,,,'.�,.',',.'--,r-.-',.*.--.'.�',,*-...',,.',',,',,".,'.,.,-".,*.,.','.'�,'--,,.!..�.'.�-',,��",-."i; - , - . �. , � - _. . ," , �. , . . . 4 a�r-' -"�-,,--...� ._.�;:� I I 1�--, .;"�ll'i�,�"-�r-�,,�".".."",.,......�..�,��-"".,-..'��.-,,; , --, -'*g� -""�-,...'�;,'-��._.,�-'.'*�,,,,,tr..,---�"!,-.,,��,'.�. .." - � . . . ---, ,:�­ . , I -N � I 111 1, .1 1!1_111�1'7. � . . . . - . - , IN . . � P!", ��, ..', . .. . . . , - - - " - , - - .. , - � � , " ,,, - R . .1 .. _-_.1.._,-�1-. ,�", .-*--.-,---,---; ..*,,�-�: � .. -, - :­­�'.- ­,,-, ..:e'.r�- . _.. . '.... . §.,, � y . � . I 11 4 ,. , � '.. ., - ,,g� . - - - .:-. - --' - .. ... - . . , - . z ,�% I - - :.. , � - -.:,.. . . .:::., ---�--�� --,�., -*,-,.,.�:�,.,.....*.-..".--'.--.�..,..�.-...',."."-. -,,--.--� ­* z";, _,,�*--.' .."'A � MM , - - � ... A . � , , - !" � I . .. .... - - e__�,t�_,�. � "" 0,1� 1101 i .... ___ - ..-; ­ ;k- �:- , mr.-g.'_ � ", ,E , .1. !, ... ,� 2. -- ,W.1211 ,� f; 1-4-1-1, . , _� I . ­: . ;', ---'..4,;,Z.,�.;A-�5�� ­,� -`�`,!;' -�-,,,�t.""�'.',".-.,-,'-�::t�i���,�..'�. ::� " ��.­ F.,�, - ,eW..�.,;1.1".11`1r1,1 ;,ii.. ." ;.--'�' .". .." . ,:::t-m�, - _, 'm 0M N .,.J',',�`-'_ -.�.-',` .1��q��,.��,--,�"-'.Ik�-1-11--�il-'4 ��­ � , ,,3* - ... .. . .... �. �, :.. .... . . I... � . ., � I . -,�:;".:�i �,.,�:,',`� .%jt3�",,�ri-..,'.,'�,",".I��...F.��;-�'- " -'I- "I ..v .�,�f".��'ll'Y'l-'��-,,,�-:-,Inl:"I - .11-1 .,_'�': "I I .1. : -i, '. .�.��',.�"".r..,:::,.�.�.."-.",""��".,�:'....::��.�:,..,...,.� . . .�, . . I . . . .. �f��;-ir,�,,,`­��'­; ::: 1�r "', * " , - ,f .., , � , : . %: .. � , - W ,g_ " � .. .... I - , , ` ­­ '' , . � r .r , ­�;;­�.,,­,,,­,-,..1.. V N RM NIX ,�W ", - '.... '1,;5'R,_ - `Z-�N,;111 1�.� .. -'�'-*-.'.,-'--!�.�'; .'-,-.,�i..,.*,'.,-*; - . . : . .- . %,. - . .... .1.. ;­- ­ .­:..­. . Z ii.�, ".-1.11d:;;: _`.:.. -..-_�-,!-,.,-.,.-:: . . .... . ... 1. � . 1. . ',�. f . ..% It" 1:1:1.3 ­­11. � �"�'Iii`_ ��"_ -,`�1.1�i`,;`,`��, .1�1 ,­::.`.­ ..: ."�-'--�, '�, -,.,. ..... � , "" , , ::,�'. �.' - .'. I - -, . . . . .... . .. � , . - 11_.R­1_ ­e ` I.... .. . . _i� Ii. ..e,;: '. - - I . ­ - ' ­`�' � �.-!��el-, -�, . I . . - ­ ...... : , - , , - - - . � . ,­_�'�! j.,�!T ;-g-�t.�,Q%i.;. �-,,�.�,�.� -�.t.-. " -,_.-_-1;-1.�,`.1.1-. .; I . ­­­­� - ." 't ­­, , �'� - 1'_!1,_%` _-.1, �11Z.;.1W--.1,,` l.­�. ��­ .. � I - , - 'I - -.1.1.1 ... , �:!`_� .. . i" ;... . - . �12-1i`,_`Z'�-,,, - _. , - - �!�: -�. - - .... ,! ..... . . _ - - _ .. .. :�*­:,­:..' - -,:-i-�;:�� .: �t�g, " ,4 11*fiV1F1 , - "A `M­­­­V% .,. �,_�`f,�11'1'11' -� ,�*,,11,1' ., ��.!�.-, _._;-_01�1__�'� ".., ----;, P, .. .... .. .. e . ,...&,-..',.�,t ; , "I -,� '.., : .:;:.�:�.!.� .. I .�gg -,,, ­�.-�,_x �;JtX�. .. - ...-.-�-`. .., .,.-.-�, .. -�� .;.::. - _�> �, 'i ..� , ,�,.:��'-.'.;�,�,�.',,.*,'.�f".,:"".-�,�..,...",.,�,-,.,- "I"'.."... , . xig , - , " ", , , I..", �1 ­­;�il._i.11'11'1"t - -­.`�' `�-" - 7 "'. ...."....". ­1 1­�­ -*1 .., ... , I 11 , , ...'I.. - 1,'1-7?.'1',`i .", ,". -`�".i I ', I , -, - , _g , - - " - --�. I I - �` ` '- -- _ ,�, , , '_..'� . , % !,�,'�,".Q't"11' " -Q_.`..�r�'�/� w;. ;� Z;111�1_1.101' I-' .. - � .. - -,�- '_; :.�'.­ --,.iq�;,'.i].....-',,",, - ` - `�,% '.,� , �'! L mg , ilk,:,�,�,,N,,-. -.,..� 60 ..... - r''.1. ,:, �.�:�,.,., �'..`.' �'."":,".Zi �..�."_-��".".��",.,.* ,_,� �,-,,, ,. , $ . . , _�:�`::,.":, '. ..'.. * .-, , `,i:,`,-_,.,,,r.-­,.,t. �' r ,� _ - �_ ,.,� - -4 . - , , . �.--, _ -'-..'..-',,',�":,��:!.�-.,*.�,�.*'.*�-!', , , .� �_,*. i , .. . . . _.. . - .... 0 . . . . ... - . .,�,�,���.,'..."�f,".,,�,!,.",e*..��f.',"..�I '.i, .`�� �, _� .k. .. _� ,. � , .-...'�.'-.:-�'.,'�-,.:�*-,-.'�'�'�.',,.*,'. .` - '. , . 'i'� ,"� .'� .�,4.`,',��" ?, Z,`, : ,.. ��, ". i�`� 'g,""'., .., ., '� ,� .1 .�, � ._;,1,;;?.-.1% 1,", , �'.,­ �:� "I., -. -;-. '.. , - g 1­11-1- 91 , 0 i , __�'-11� '��11�"` . ..,..�., - � ,; .. . -f; ­ - � - - . ;,� `.�� `� -. -. . n­ � . 1_� - , , .�... , - .- "'), -, ­ -.M; ,.%' ��O,If, %� , " '�'�",�,�-,------.,"..-,""".-,,.I���.',- � .. .... ... ..... _'-­,� ...7 _-'. -. _ ,,.��--,M�8gn-, 5""', ."',�,",­'; ; .M.. i aw�-._,�e,g, g� .� , � ,i f - _ ,. .,�, " .,--,�,,�.','�.-..�'�.'..�.','..---, .-- - - rk�.- , " - - r_0 . - A, ,.',' 114 1AN _­ - , J � " � - 6, " S, ..". _.. . � : _'... -,.- -, - ,,,, , 1;1 ."".. . : .1 . � . . . . - - - , - - , . - . . . . . . . .,!,...�,..,.�,�:.*.-".....,:..,�'.--�..'- _.­:�- . , . .y,', . , - � � '-�, ­11., . I - - �, .11 - �� . -� � , .- � , -1 -;*4�,1,2t,�i'I'l-I Y,�.�,,�* - - I . . - � 1�,_ ."'i -.-..:;--..-..-..:.,�:....-.-.....- . . - _ - - .�,�'�.'�"i.""-'�'.�'41."..��I "*, -_1,i,__-` "'.." - �"11.11 �.� ..'y�,"': � . . -.,... ., - . _;F_ , - - _', _.�Z � %, ,. ­­­., ­ ... ­­� ""�.'�.�-,-,-,***-.,�.'�,".41,11', , .. . .1 `� . . .1 I . .. .. - -:.,.� , * �'�­"-.'-` -`�`.`�'-`!` .", . , � �,.r , 1.`,_'_,_1,z1 ,'�.` , � .� ,4,. V ". . � y". ,� '! 0 _-� _;', -, �., .", , ..".,., ,� � , '' - 7..-i� ,": ­ -�­.:� '..." ".* ` ...::., `.,.,�.�.`�,- g , I ­ _ . .., -F ------ ,I - . .. , : �: ::.,::�.-..� .'... .::�..�...-'.-..-.��, �-' - . - t� "" - , M, � . . ; - . * - - .A. - . :�! M. XPR 3t, ._� .,- i. . , ..- ",.".30'i ��'. - , 1. _.;_ - "' 1! 1.1" - I _," r 'I" �', - .�....:�.- .'.-�- ..::. .*:;,... .. :,': �, .. .. . . .. �. ..... . ..... �".��,.,'�,�:.'.�,',�".�,�,f�,.,,�,,� %,�..'.-, *.-.'.,... g, !'�. ,,g - - � - ­,-�Pz­ g , _,_11:l.11 -.;.__-.1N',�i,""_ -, ." .,�;; -�. '. , - - . N , .,. - ,� ..", ,; ,g)g * .g'-w"?, 'k o- -em.,-, ­�­-f'i�eg_­_-­ �n,, � � i, � � - ��, ."t", - ��.",!z�..'�.�-����,��,��L*�-.�,'.,�'.1�i��t. .. �' " , 5 ` ,_-`.,;__1511_�11� ..�'i, .�-.,' .,.,., .*.,' .,:,.. , ': .'' � . I "..��,.,,�'�.:-.'.*.,.',�"..�'.'-.,.."'�'., 11 .1 ....,"t' � , , , -11 ,.,:,��t. -, " ., �1* - -, "� " *;' . , .,,,..�!,r_,, :; .�-`. -..*'�, -.� - - - , -, - .. _ � .% ..-...-,;.�*,.',;,',-.. -.. - -.�*.: `-?;"-,--,-.--_.,-.,`-, `��`_`-­ " , - �­-.- " '. t - . .:.. . .- , - - , - 1`1`�-!.__.,1-_1.�1 11.! `i, _`1 . . . . _.;._.,_ �')'.�t,� �,M� _, I!- , �� ; I . "V,g - 1) M �t. ., " 1� I ,�,�.ill I . , . . , =11 7,'wg< k ... , �,� i ; *� .`.�­,�` - -*..,, --,i-f-,.,..'%`,`..*-;,' , , ,,, ow, ? ­�­­ �,,­_ I �ffl . � �, . 0,01­ ... I-P-T ,-W 4. ,..._R,",r_,,._,1,1,--1 I ,..*.i*- �`.!-,,"11 .­_ �..,:, -:::`� .* ----.-..,..-.-­-, " .", ." �:-` .? . _.*-__-,., ,*..-.',;,,* - _., _., , =_t 0. , 1� ,; ... " ..1. �'..�"...."��li,.,..",",."*;."*"".�...""�'�l"*'.', . ,�_ _ ., '. ',�,Rf -10­g 4 WE, , . " , " _, _,o ,�,,,� ... 1'1��,�'11'1" . . , :.:�.�.:�.'.:. . t. , . . ­', � , gg­ , - Mxt ""M ,'�'.,'�4� -,.-,_--��, --A- .11%1010 F* �, -�4",�"",.�,-"*,�,,�E-"-,.", =,ng-W.--,.gg -�'t;g �"".!,�',�-.."*,.."��I'l��il""�"i'I --t�� - "'. .;�",!.�..�...'�11--.*.""..".14'I , - I . . � .... � ... t !.",.,.*-�;.":,.*..*�,;::.-.-.,...��', . . . . . . . . , , - , , , _4,"g, ��4 1111-11141-1­11 1 i?_--"_�;�,,',�.", ­ss .1 - .'.'.'!'.,.,"���'.,..-'..--."i.*..�"....-"..:,.".,..,-,.,.,.:::..,.*'.-.--'..- :�!...'-,...:.':.-..:.. . . , , ', .. - 4 ., - ,, ,. ��z.' , , , " , ..5i , � ".1 . -1 . . ­�;'. , ,:: ., -i.� `,�*� - -, -, ." " ­� - . . . - -, ­ �, � � - A li,Ml IT"t."R", ,ngx, � �­�. - , , �� . 2 , - 'i _"'.z'V�,`�'. �� - ___.1;.-".�:. I �F ��'�'."'.��,"".�.'�,.-,i,;�,�-.�,*.,'�'�.,.', " ..�'Ri",* , 11�411__ ", -��4fe,_"�,1.4.:,r­ � -1 - ,. 1--l., .. . M" LW10.,:­­.,-­V " ,@', �,,I2,,�,',.:�-,, '-..'.�.:�.�.---:.--�-.......t.*-.., - , *..: .. . - . i` "',-, � ` , - - '.-.-� ... ... �: - .......- :.:%...-�.. - - . . :'I . . . . ... ; ­­­ ,!, " , -1.1-g ,, .-gwt-R_�F8 �_,­,,,.,�_��.,� - .,. -:,:: ,.�':.: .-� . . ,...:. . 1: , 1. � . . . .. . . ': , '��". -:-.::;:-. ....% , - , , - - - - I �, `�`-!,­ ---"'..�..-�..-,..",�.�.-,..,-.'-��.r�- . . .. " ­e4'11'1�'.-"f . , .. . . - " , �� - A - .0,37 ­­ ­­ - ­ ;;,v��,` 1 1 *1� �'�-��,�,�"",�e-..".,.,",.f"!r*, .-.,',����.",�",.�',�-"..�'i",�;,..,,z 1. . � . .1.­ 01-1­1 .. .. .... . ­ . ........... ­ .- - � . -, , ,7 *­:`�,;, , .� ,�. , , _1 ,, , I , . . . , �"' g - -­ - 1121 , '­,�,--.,r,.,!-',.,`,._,z * ::"., ..;�..t .m.... .�, w � , g, _ � .. , , ,11,1�,1151'. ..- . - .,;.: :_: .." _.,-, .",�.-.,.-,�"..-"..','.-�.;',..,-,.".".."".�-,.�'.:-'..'.�.��...;,..�.� ". I - 11.5 -I. , 0 � , �, -_""� - .'�� :..r..'.,..:_.,:.,.-:.....,...,.:, ..,..*:-."�'.�7-_'-,�.�� ....". . W,1�11;�k I X"'.., , ,g ,' `�.`,zl . , _r I .� ,.._,�i��, V.5g, � VN��101; _�Ilk 1, *�15�', _ - - - ,� �_,' - " I ,�� --::,. _. , , . ,� , _ E �11110 � .1 , ., . , ,�_. ..., � ., , . -, - _ .,. -P _,.- ,. I I .., , i1,;Z"tN,R""`1 __ � . .. . . - ` 11 I'�'�'���i"",-,;�ll.���,�'!�*.I .."".., 21`1'11'1��".,_"',� �""`- -:`-1R.,-1_,11 - .-is .� :..,�"...,.�.:..:..I.��;:.:*�,��,.".. ...::"*. . I ". - , - .., _, ` "' ; , , . . . ......:'..., .�;, � ". - - 9�., rff&� 11­- -41 ..-." v i'?_-,_ �%�,� � "I _,�'�� - -I Z' 11.11e'_`1, I '. . , , - -- .� - - , , _'M 8� - , _ ,,, , . . , ��, . ", " 8� ��. o R I I�WIIIWINM.r� �1_.k­'qt­--R,wW,. 'it- �. � . ��,,��gqj,,$ 2 A � , I � .� - - i, : 11 1� .-* �.Mol�11'11��".--"� ;.V'11, . . .. , _�, ,� - `� , - I - _ ­0 � 04 a RON, � . , , &" i - . :­­ .­.-� ..--r.._,.` _,­Wl. 151. '*` 0 _Y)�,�'1-11,111 I -,�� 1311­1­11�,,W W M ,,�Z.C',W, ��.","�'�'**.*"".�i.�""I'�.11-1;..,-,-��'-�.-��. _ .. - ­pg,-, �%, ,�-,-!%_s4A%vm-.,­,,-, ,,t.-.�J , "' - 4, , "" fl,:� .111 ". _ .... . � , . ", ., . '. - I ­ ,j 1,:1 .111 r $�W. ,i-.; , "A. . ". . C "", " �1 ." , ,��, W,;;`,��11�`.�..1111'1,­. . " , . �11'tll'�� ,,�� - -_ -K "-ff� " T _�." - I* .", t� . 1, - , , , " , ,`ili, ,� IWR'�k ,�, MW_.�'Vmw, "..R.. - - . . . . . . 1, , , . I .... -'...:_....­..:.-;:-� .; I 1'� ...".....,� __ -, I 1, --.� ,� _ I - , ­1�1; e� , , " ,,, - `� ," ". ­.­­ -N, ,.-:,.,:,. .. � _ 1.1,1�m"$,"l- - `W."­­"` 'r -Z���.�;,�..;.7,�,-..,-Iz�,�',�lI .. :`..*, _-J_� �,� -� , , , *,", - , '. ,�, , . .. . .. � ,, 1�1` "I"..'�i, - ��',,,,; , 1. , ,1. S, , � ­__O' , ., ,,, , - " ", IM % WOWS - , IV � " w_,, � M-",".,�P"'.'W, _.�,,;`�`,, �_11.11 , , , " � . , "­ � X v " '. � ..... .. I , , ;, W USE,, W .'��,�, I -.� I ` ", i, ".."--a." -� -- , m E I a 111 ., ����,,,�.,-,s�,,�,�,,���-,�,-.-.-�,--,;---, V . � � � , I I _,',, , I , , " , M . _1 . ',�, _ , ,I � g, ��_?g@ , "MM." , , a :gg ­% ��:�",_,-.1-,:,.�,­:-,::o. %'-.,. I _.2 , -.0- ."I _� �, .. "" 'T ii,� . r� F� __M� ._­_1 't , R . �, 4, . �,�'-, �,.'Y'�"-`�"_ .�'11,��, � , - , " . 4 p0p,gm - '- '.,�, g-,� -., " ,,, *�'_* ��i ", "', � . .1 I'll," :i ;� , � . ;�, - ­_110 - . �.;",­� , ��:!�,,�, �J.%�, �,�&- V, g , � g),� My 7' " 1 �, � Rgg% 11�V,N'!` - i� . ..... _�._ 51110i`�.,��_-,;­. . . . . " - "A , - I , !�M,-�q A�K � 11 �­_g� - , I :", - .", R4 I.",�f��,*,��,��,',,�.�.,','�"?..�.,�'- -,`�, ,,�`,,,, llr.*,��,;,_-,"�`,_�.,� "'ti, A., .�*�,����".�,�-�*-"..-'�,,�-:,..",.,�� -:r�-.'.��'.-�.:,*...::..,."i.:: ,0 . .. - �', 0; I r - -,r .: - - i - -:��:��:.',-.-'--�.'-.".-.."*--.'-.�.,.,.,4"",4, g ­- � 1.1 . - gea. . _,', . � , g, � . I ,.g ,,', ,� - - R0­11' 'P,­ ­ � - ­11­al - * - * . . ', � , , , ,�.-g� �g,i;�, - - - `-, " - 3�1 mg A­g, , . . ­�,', 1,�,,;�",;'*,'���:�t;�l.,�'�;,,-� - .­'.:",.-­--. . � . . , . , - - - - '�' '..:_....... ..- .. I , : e , ', 1',r,,,1,1i,� . ., . KV , � .. -a. M, %�% �P,W. � � , "111>1. - - ­` , , - � gg�",-gg ,,,� O'l " ,,,, " �, -,.V\..,,,,, N , -, _ R ,---- ,:�-, ­ --..-.'-' -`.'� .�`tl',�� -'... N .; m" , � - -,,,�,,�, -.-� , 0 '.,",.11,1,.-.',." ._,.1..,..',.",,1,,,:r. " . . - 1 W, g_,-z , �­�,, -�g.--.,�-.; �, . " 1� M'. . - . I ,,__ ffi� 5 M , .� ". _�'%' . .*,:,::� .�-., ='R M F, ,� .V � - 111_�� - I— , ,�,g,�'r � I. -7 . �\ ,v�­".�j�,�-,�, " � � , �, �;--�,., o. .�!, ,�',' -,g'���t_- , kw'�, -,Z� g. '_; , . . . '' . . .. ­__% "I -11 _ - A ", M !�. g-."', ,,-_.-,,.z,;' -.-,f-,�, -, -,,;,,.---,��,-,-, -,, ,.'.�:..',.�.-'::.:::,:*:-�,-"'-�,:,. . I . . � . . . . ,,� 5�',",��., , ,I ­11-01 , - ,� ,,,g �. I '_ - Ow-l"? 111_-.`j`1;`1 i � M -1111, - ..� ".,L:�, -s�' -,f.'..,,�,_e, , . , ­­­,�,`�,`,:� :"-� ..R ' , _ - -.K.�,�,'.",,, --.,,�,,-� �.�,�.--�".�..",',�;77 � � Z "; � __ , " , B -, _ff 1�t HE ,.-R1S_:_ -1110. .,-, , I , r - I , - t,g'g, 'I �:� . -,g,-.,.�,.,,r---"-,.,.-�,, ,- .-;. --,.i� - ., .-.-�,-,,,�k.,�.,-.,,��-.,�....�.-,,....,,Z-,,,r,, .-,-.,.,..�:,..".�:..,..".,'.*., - ,:.. ___Q,V � ��. �f Z, . . i, -ggpw -4 - 'p -_r,._-�,k� - ­­­ � , . , -, , i " ��.je..'S�g�-*"��-- , �.f;""5�-!,,N:�l,,,,,i,�4��-�.�,;,.,� AM,R%�,#�,,��r� , _�Rll , !%g-eg­el�rl­ �� ., A, �, �,' , _ .., . . 1. - , , , '17" . . S��� �tl�� - M -0-1- � ,�'.'M'1� I - , ­0 V - V �. e - '' - - .I....., . . - - , ,e.� _� ,1,� " , -,ZT, - -1 il%E , - I "'? -, gg �NMI'0 :��:.,...:,...,.r...,:,r.-.,.:.�"".,.".,.�'...�*, -, -'. :. .., ,... .., - �' �.�::-�;'�':' :;�-::..-,'.::�`-,-�;'..� �.:�.�,.-`i-"' �11� .T,,%� , , I ,,�'x ,� " I -1 � ­0", 'if" �N , . I , , -- N � I , M .M ,�,,, --� , t;-;� - :�:-:...�'-.-.�,...,:...:;.,...,.�...:.,..,*:i.�.�*---.'-�'�.'.�,,,..,..--.��.'.')'�,;,�7-'t�-,� , 11,101.1. 01,�§11, 111,1111-Y, qnp _��" �r, . - - 4N h - f i � - , - " , .. . .. Z, . � . . �� ,,, . - , ,��,�, , � , . - ­` ""' . - . g _-r_ vl�@4.,A ,,�,,,� ,�5 '.'ii�, �f " " ,,� -�, ".I.i-r,�.�',�,,..'..���..--r,�,'�".�'-"�,,"."�,*.."�,",'�, .. --�� .:.,:... �: .. . *. .. .. - .. . .. - -� g%.j!T,' ....:�;,�'.-.,�-,�.:-.,� *.-.--.,::�.,,'--.,::-.'. . . k " - ,�,,,-, 1.11;�, . .. . .. .. . . � , M_ E,�i, `,�, -,$;�r, '94�"'­.--,g .-j-��' 0,-,�,�� . . . - . . ",- .�, - , I -1. 1­ I., 1011 _. g" - vpl;,-,gv��m' Z�;. ".. ,,,, - � . �, " A-A-11 - ,�& 1.1, .1 i ` , .. , . . . ;�,;­ , -,-- . , : .. - . . . . . . .. � rA,,,;@, ', ,190�' � -.'.'...�.�'.-..-.�.�..,'�:::::�.. I ". : . . � � .. - *1 : , r , � � " gq r.� t, V �t�.`!­� - . * " - , , . . . -:' -* ...-:;,. i,:��,* .. '' * , , ,,%s ,;- N , � . .;.,:,.,.:..:�-",,-;%.-'. ­�..,.�-' I ** _� , , � � � -� ,�;%v -.*,�'11��,'�,'�', . . "M 10;�all."`�-".�.� .,_. .. I. 1- '­­ . . - - N- 5,,MM�"R%'� -­ � ..'a-11 11 , � _,g �q w _�_ , - ;��,tN3, . . I - - ­ - , , * -, -, � -. ,; -.�.-.` � - . .. - " , - ... f�_ _�_-"�, '.., ,4, � 'TWS":�251 - , -- 0 . ­1- .1 Immin- , ,,�'! � I F _�_1�11 , , . ,.t.2'... �5�",-.�.�� ;� ,,N�_,�-�,t�_-P� _� k -, ,�.��::i­ -�, -'.' "". .., - �5�_. --._.,-�- ,.-.,. , � , 0, , -% -, ,­ , �- -, A I I - ��t'-q.at.,g4, , , _ ; _­_, NE-0 `-'.*� �-.,�..,'.'-.'-,'.-'-%-- ., .* , � 1-1-1. ffi �' ­ I` " V _;��-_,.' - -'. ". " . --, �" N'-� ',-',' ffi§,,,�.' -004, , - �; ly. I . xg��-; i .41 i "Ill , ". - ,�, , ", 7.11 ",­,­ . , - .M, ,,., IT .� , , 40 �, � . 1��,V,X A "iO­ ,g, ..­­,_­- ..-'.-.,.,.,�..,;�,."..".,"��,*, % ... � - - ­­V­�.,?- . J I , . a _� � . _�.r_ - � , ,!. . 3- I �i . I , 1 I mm KVr,,,_,.\1N. � .:. : :.'.�, -�'.i:.-'_.,:�.,,:�, .�, , Offlg ,. -11 ,A 0 ".. :. ;'. ". N 5-i V, I 1_1 'JA � , , � M;�,��7.,,-,` .. ... �-�..,.,..".,��:"-!.,�7.,...--."�.,�',.'..�".".",...--�--..,., "apv g - "au ­�"' _�E y"M MO ­­ ­P M"? �_ , ��'i��,,'�d.-I,k.�,�--":�'��,.",-.�-.���,�",.-� -` --,� '�',.-�"'. -*..-.�*.'-.�...-..,.,",��;",.', -,� �-',',�. -.j�� ',j� , _ �, m � "g q i ,."III 11 __� I � .'.-,g,," _fii,��:'� �,`�','.. - , , _- .1 - 10 m-'s .-' - - k tg' 111,110 �, -?! " ., 'I � 0" _4 , . , , , N_ - a I , = WNSIM I M . 4 - g: ,1 5 , . ." ,,�Q ,�,� W., 0, M w 1 , � , .. �, - � � _f, , �t_t , - 7�� �, , ,. , - 11 W , ,. ­_�­iM" .. ,011,, ... . �1 , i N. ", '51'. _0 0 - 110, � I , � . . . . ._V ��R' , , - --gl�", , �_ " , � " 1 , I , . i::..�.' ,� j� '. @ �, �­ - I � , *111 g" �'.y . �, � ", -, .6, A � , , � . -._�.­�'.-, .�pnvg_ , - , , _, - -,- " , .* _�, 1* :Z-,.;�� ��'. - .;,. ."'., : :. - - - . - I. 1­ "". - ­31�1.­'�R`,� - - ", IN ­�y I'% , ,.AMO - , I �111� - - I . , , - " ­ ,� _,�t4o,,. , , M . . __�:J ...... 13%, M 11 .11 ___ :.:,..,.,:..,",,".,"�'.*--.-..,. .. .... . 1.1""i., _7C �,P,.".'�.111� __ , 11- " N . . .. . . . I :� , , -,��gi���,:�.'�'�,,,,,�..�",-:.�lr�..'�;,4..,...�,,�".,�,,�,���l: ­_� , , , - . ,� ,,"14- 0- 111`1. ", � , "I - M "."11, ,� � N _ �111A , 19, � _111� - �M .: - - - - - - .., - ... , ­ . . , - - ',b -��' , ".-I.1.11171.01".-, , , - �,,, .�, - I ..... . ., '�,,,���i,i�/.��.1;�.-Z���;�-;!.��:,-.,-..�.',,'..-'�.�."."�.�'.,!�...:'.'..',�*.;;:.:...,-.-':�:.�::".- .: - " " , - " . ., % .1 ­ - ��y N� "M N - - . . - .:..-.,-_;._-_i--.N--,.1 , -, . k W-mi , , ,_ . . � � - . . . . .. _ - : .: �,.: " . - : . . . . � _.t; FgTo, ,,, ", 9 �'� ,�.at� r4g­ - --, g . " " � �111_,A I ­�A'V'� ­Wzg , ,,, -, h 1� � _,- , -.- � . �--,��g,��,.�.,, �-�".--!'�-,,�,��.--..��...�.�.-t-.,�,.-,,�-,..�.!,..,.-;,��......,.,-...-,.*..'�.,'-.'.,'....'.*-.'...;.,.".,.*.,.'...-.-,�:.,..�:�."!:.,.*:.*...%...- . - � ,-,.r -,;`,`,�i�' ,J,,�'a;:�, - N.`�,�, , ,_ -p,­ w --� � - - M %i� �!", , -­. -­,`,'..�. .. . .. ., - - gg ... . � � ��R,k,� M - 1�11��P�_­"?'­F�11.1_ § "' -,�`K.'.:iz�w!;" -,,�4:,, - � __ .. -:- ::, .. - �, ..... � -�'. *. '. , -. '., '. P , t I g : -�.'�"', -,xt ..Vt-Q*P_ __e, . , ­ ,,, �� ... �, , .­ �ga� r, - �ixp--� I . . ... . n, '. , - ". - ., r -.-.'.' -.'-:, .."': ..,::" � - i .:. , '. : ...... .. . '­. . I- __ 'r, - - , - , ` - . . , t� . ,.'-­­!�,.,�41:�".­'­., . . ��:...,...-,.-,:-:.-.�*,L.-.""..."".".�,.:,,.-.-.....,-",.,,,.",r,..".--�.,..,.-"..-'�. F. IN ERIIIIM, 1�,N"��t�131 - " �: , zl, " - - ,�.' , � -,��'_11��­;R`..',�'-'i_ ,�i�,�,,�,'�lli'i'.��?,�"-�.,�.'���,��,.".!,.,,�"".��',.'-..;,.',.:-�-",..i-.'-.-.-.-- �, Rk , , .L; rp, 0 _ _� . � _ , 7m�. P ,,,� - - . � a . i 0 . . . ,'� . . - - -,� g�gg - lttz� , @,- .11., r , , - %�,':'..,,::-.� , . - -�','�.,',.�-�-' � ,��r,�. ­1_11. ­ ­_y, - ,�_, _ ", � � - - -1 wg�,%,.', - _ Z� _,',�, 'r F . ,.�:...�.!;.:.�;..�,'-:,-��,;�,�:�?'-'..""-�"�,,*--.-,"��,",'.",,��e, .., ", ,?,m. --­ . g�_ N "'. �'. ,' - I- -� � -� o � I " " -, -_ . _.,_._.,.­­ _4 . '. No �T&,g�gg,3,; gg - � " , > , "' "' , ' : ,�`­­`­ ,, bsi. Nm.,,,,� � -�' 1, �-"­' �gm ..:'�..";�.�,.,.,.-'�,.-...-.l.-�,.'.'..'..'-,,'.-'..!,,,��,�,-",r--,,,, .,- _ � �k.."�..�,�.,.,�,�z��..�:��,;,- ,,,,,,i,�,,� 00 W "s g � � -P irg��4;1,1 , _1 ., .- " " I ,-,"-,.�."�",*����.-�,f".'t���'.'-"'� &Z , _ 9011 �1_45; � . , ,��,? � ;g -, 1�i .IT " __ �, , , ` .m " _i_ , I I , , - �,__.. .,-...--�.;�i�."-.�,,..'.,....,., Q ...),F! � � 'M-4 '­­ - �� 4V _g - . . � - ��, �, _. .,. . . '. �_� _ mal , .�.�i, , "�. :. .. - ,- j 21,617-2 " .­­'(,,� . ... ...'. : . ....- k%,g AM �%hk M".."i"L�t .:.­.-.-..: -, �"73r .� i� 1-1 IN , `� - , ­t­, __ I" .- , ." , -,�'�,�-"�,�.,,�,;�-�-.-,.-�;-,,, �x---"-��,,-----,-�,-----:"��,"��..'.....�.,,�,�'....�".!.i�.-'.'.!":�::,::i:r..::.,.:...I..-.'- �,". : .. �` �.,.�'::-'.�;,-.',.��-*,�-.',.�..r.,,.-.-...',-�.'-.���".�*.�"..,*�."""'.�...', __.- - - - . .. ...... � .,. v .- V, ,I'- ­11.1-1.1-1-4F .,,�,11;1'�R� _ 1-0, :�� q " egp , ", _ � , A - I , . " a - , - 4 " . � IN , , t?2z!-n1**** . , R - N 11 O'S, , _0 . . . 10.1, --­­'--- --,--.-- -x­ ; I 1, u�.'q - �4 �'T . - .�..�, .,.r ..,.-, --�, ,,� k . pl%,".' 'I'll . . .'�,',��.,�,,.�,.,,..,�,.,�?,�,-,�,.,. -g,.�f �" m r. ,; , � ;,. 1.21 .0 ,,, I - Vn,.-11 ", � , . am '' , "".. , I , , __ "I '. V, , , � "., ,.� :'..�,..,...,.-,.,..�:�,.".-:,;..,:*,..�,..,;.��'.,.-,�',-.','..'�.."*.�.,.,',,*,,,��-.',,',-'-*:,,.- ....... 't gn, ,", , -it - , 'IP't'g ... .. . - � � , _nn , W-1, � 1-MF" . ; ­ ­&"� --t,_.--.�` - - , ­. . . .., _._1.1.1­..11­­ -­ - - - .. � , -,t"'.. ..... .. I . . ,� ", � li, mg, " v . , ... - `�- .,: - .. ._�--�*.. ,.- �,., �. 1� "& , - _X I I - � - "f,,-,i,,�.-, --.�,'-`,�`,.`, 'r',.. _ 7 I. e � 8; , � ,�X,. �_ ='�_"�, ; Ai- . , . , �R-=kt.�,,g.,�.. � , 0� MT, �. � W 3vs ��� - I ,��-�i,l��,",-�"-�,,,-,,.�l,'� . :.... - sw ;� , ...... M 2 � r"-. .M. � I "I �g� M ." i�,*_.'�-..:-.`:.'.�":."-; .,.,.,-.::,: . .. . - , wi��,,_ ­. .-*'.:.'.'-."*..'..'..,'e*--.-'.-, � �,�2 11 W.. " 0 , . ­1 . .. . , , L _T ., - " - `�­- - -� �_ ...111� , , ?� , ­ � . . A',' % __ ,,.�K.,-,,g-:,.-, � - � I , q -- �"., `-.p,,-.!-"��.�.'.� .., . . 1. . - ��­.,---.- --, '_ , - W - 0 - mk, 4a M -- ,,� _i -.." .. - � . 90ft _7 .;.,�., --.­-,.,:., _-_�..i.i' ", _'..�"*!, itffl%�, MAIN, ,,,�, ff- .:,;� ,� ,.��- . . ­ - ;m . _ .,_;_­.`_%N­.. .."T., a Y!p "! -��..' d J -, .:.. ...... 6- ...... --- 1, - ­,z�. .... r --,-.-- -j-"",'� -.�, I . , ­ .... �, -1... - . .. . ,,,-,�,,� - ...-., - - ..,....�.'�-,.,....-,�.-.,�,....":.�, . ., - ....�;. ,, " ,,�g t� __',:.,,_.; IM L f g -, 1,110 ,..g'�-,i­,,,iy-��e'-- - , n �WN� -, �_ g � �t, �. � � li.��'�-.:;.;.:...".�.;:.�:..�.,!..', .. � _... , * ,. ''. � . 1. . . I . - , - , - . I - � ot-piff P1111 I ;. :­,".`�:::: . � , g 11 FF._ - - , Wr­-rZJ,,,,.-x-A,7 "' I . -, �, , I �-� � � .i. , ,, � "'.: ��jtg�, . . . q,-, ,, -, ­ .. .. --"- , "' ..�:, .�__ . . . P;�­W'111`1­11_1 ... . .��:. .. .. 1. '. - - __ _­ �� � . I . ­��.'.`...'.., 1, .-' � I - P? , .. , , ,_I� .11 . �1' �. Llq3 ,� �'..",­'. , ... .,-'..'...�.-�,:,...'..:.*.','....""...'.i-'.,'.-'��.,.,.. "', �-.�";."��,�i,,-z�-,,�,,,�.'f�,!:��,��,,.-j,,,;�,.ir W-'..�.,,�'-�� �:%.,..��-��.*� � , " - o I - -.- - .. , "' "I*i , , �, � , .�,l .�� . . ..: - - .�,*�,�:-�'-,!,�,7.'�',.�.�,,�'.-�-.-.�.,�.��,-, , �. g - .11 , '. '. ,6:�, ,�.zi��_ 'I" , 0 R... .. ". I - �," "� ,'-",.'.�,.�f-.��..!,�,,--_..�-.-.�,'�:� . , .:-.­.-.:.. - "_1'.W111S-._1�y.6'R 'f21'M,*.*1.0 ` - 11.11..`11_'-:'11"01 IN11"R, % WW . �g --�,.,..-..-i,, "' , .,:.';'­ -.:,� .. - . .. ., - ., "N ,F �?i ", I � ,�M $ , �, � __ . �'. _ ,,�, �, ,.I,� - _`­ - .. � ,'. ��. _;'---,_. I ....� ­ "..:.... � I . . .. ­ . . .: - ....: - ....."I.. . . . .. - .. .� ....4, �� - -_11­ ,,I,-.?,,, .­§,J�� .,--", �� �.*.�'.:�,!,��,,-.',.��.'�...,.".!..,.,.�:�,.-,i.",�,�-.*'-�� . . . .. I . - "I', I..'.7"%.-"� , -,�'�,,�� , '*1T . - 1. - - - - ". � ::.. . . . '. � . �_k..,:�.:(�g '. -,:' ...p'�A qk'�4�'n, - ,�., %� 1: ..; I . � ''!, '_�j . ­ � , , - . __ - , - ­ , _ I , f,.,�,i 0. _,T .,%­,,�, �, . ,� . . � - - - '02, I, , , � , k .. 11� 11 . .1. - - - , .-, -. - .;. -., :.�*:�-�.�.�,���,�.-.,'..;�,."�..*.�,..'�.�:::*.-..'..--.,-.�",���.-,, 1 �Wl_ - . .':* -�-:m"..�� , - - - - - - - , �� . , I— . _, , - - . � , "' . �.r.m� , I , * '" "' ;�` � "i, � "_­ , '!'& , ". " --- - -�� ... �.y *� , I '-,.-,,, , '- '. I - � .,�.-..�.,.,.f",-.,z�.,*'�'-.�-,":'.-'��.�'...'�..-,.. t........",* ...-I., ­­-.!'�`- -.`,.`,-.-` .-",�"-�'�"!.-,-;-----.,*.-.,Z-.","",,;�i,'-, .,'�..r. r..�."--_,�_�g t�,vt-_, ilz-,,�, ,,)'L-f - -,��;�.:4� I M m I . n. III,; � , R.�', F gg, ,di'l, `,%`P'­,��I��,A----­ I 11111­1_� -, w -.;�i �,J g � � . ,., �Ia. �, "..... k.,� __,�. , W " ".., .-� . .' --� � �-:..'.'i'..f..� -'.:: ....'.`i'-.',.`,.--� -,.,.-'� ..."', `�'�4i� -..',*�` " -,5- ,--�f, . "".", . nMMrWr,13,1,,,f, 'Ir -I , '' � - � -, - Zr��i_ 7!_ .., , -, .. - , ,� , , . % J, �&;i -_.., . '!J - . _'z _ � -., --­,� , ., ,,�­_�. , - _ ., � . _ . �� - - ��,.� � , - ., _ , . _.�, �, ,� � :�� � �_ , .� _ .L., ,Z:,L_,�� . ',�. 4 ,._M , 1i _0 ­­­,� � _��. L� N I �,�-, ,�, � . �,�F, ,,, . - ". _­.%­�,­­-,��,g - , - "' - - ". ., .. �7 . ,��, * . � .:�` ,�,�,'.' .. ..'. - 'j- �,­Cmwfflm , ."...., . . . ... .* .`� .--.*: -,`� ;��' ."i"', =��*,"".'."iR t.�,� .. Mi , , �'. I - -1, . , I ,."","-.*.,.'�.'...'*��',�...,...",�"..�...*..'�..-'�"",.,...�..-'��..'.;*.'. . . . �­- �'.* . .. . R.. I , .r ml�&. "'r, I— �,,'," -,�R ,� �,�, ­ - ,­ �1� ." . .M �' . . .. ',, g;�%�',,� �','. . . -��!,---,'.r"g g ,7�-,-, ,"f. � �, __ ,. ;1 _ ... - - .... . � I... �f�,�t� .M."A'51, "I . , "' ''.g. - -": , ", . --r, , - "' .i�,U..'13111 -1 .- - -- , - " _R I_ , � �', ,"'r, 2W R5 gg�,,.gz,g,�g ;�;,--i­g � �, , r t,g g �,i_Mv'��1010g R, , '-� �%gg-,p.,C,i�-- �m �� . �,�� 1;'­1 1.�-.,�e .� - , -, -7 ­-p .... ..... . TV "I , " (e TA'11�1�1��.Iffm­W_151 P). . "I _,, - . - ­ .. _ . .. _ .. 1�� t.,Rq �, � �4",K,v"2"��i.i-,,'�"�;em,.,!,;,�.."� . , i� ��_;:,� -,,'�-.��`� :.1 .��i:���:�.-,..,...,.,.,�:�'.,';-�.,..*...,�..-',,*'.."."..,..-"*,-"r,.,,�,',,'�,��..-...*.� . _g, ;�,,g � - � _. f- - . . .��..." �,��M�i� -, - ­ , ­­.­,,F - - RIIIRAMQ�M.,;-.`�� . . . . � . . . :.: ,:,.. - - ., ,��` _`.] "'It, ,� ,­4bp a -Z _ , I . . .. 4. ­­ - 'g .. t g � .,; " _-.1, �.' , -%­.. W....... . .. . ".. �, ­` g­ .. .. .... t,.��gj,%_rt., � t4 ". , . 4,11 � e�,, -T 1 , ... 9* -:' A'," I : - :... - - ." ;,g" ;1;1R�.1:1,1_1w;,-.­ . -0.1, . �,', _. ­­ .., _'. - " RM"i'41 - - , . , .... - ,.�:.,.�:.:,-­ =I..'.- �.��,�,,�'�,%.'�,­�e� I, l,'�14;'��;;�'.�.,,�,�r.-�,,*�,, ....A- ­, - ,:,� -, '', ._ - "I'll"""--����,----.,",.-.4,1�,-,,� . � - .. -�.,---.-­",.­-,- ­ , ­ `7-`�� M.- . ts - : , _� , ­­­� y �._--,g� , . g-_��,�,�-',�,-..�� i_ - ­-��,.`f 'i",". J", _'_,"'8�_,kN1�0 . .,. , " �* -, - _', - _ , .... . . ... "..?...�.-.�--l-'-..'�.-.,�.:,...�..'.-'�:�'....'-.."...'.�: �,.. , -, a . �'. ., '', __ ...:: -, -.. , ..._ � ,% ....... _.. .,. - , ,.,-:,,, ,"��,o ". � ,-`��" - -2 -, -_� .---' 111-l".", i" - � - k, ,�,.,*,.,�,�-.-"..,-.,,Z..,.,."�:*-.,;,�.,.,.".���.!..,.r.,��,:�"....il.,�.�,.-.. , ....... - a .� t,.111- X�,�,�_�. - �f r, ..1-11- * , _:,;:­­;��, P _ 1>1'11i��.."�.. if: .;! � -- .''MIN'N' T ,,�--�-:�.,��t..,.',."'���.-"�'�'e,', - ,�M -l'."W'.11110: mM _1JX:`11W . . - r I - .: '' ig. . . '�ii�;", ".41- -*,*,";,,.,�i�-,.."�,-.'�t��,..,..".�,.,�.'r�7,,f,�,f*,,�,',?','**,J--,'o �,x , ; - . . . I .... ­e— 1;.-','.--2� A-",5,�.k"",�*..,-.�"!..:���i,-"..--.�,.-.�,,�-�,6--� ��' , , .. . . . I. . , �m - W - , : .... .. � , I . i `­"""­"'­ . ..."...... , . : .:",.�.,........"",�,.";�*.".,.,-,..-.,-"�.,���,..,..,".".. ,V.�M�. . -, . , I , tu" "' . M_. - .z.11,_1 A . . . . , - .. , �tI.-I-1:1�:if"�.":��"",.�'. t.� . I _-, . .. ��,.- i;,t",.,�-z - , 111­­,��,' :. : .:: , "... . � 0, '."'. 11 ... ���..-..�.-,�z.-.�;,�;�?,�.�,i�t;i - M, "" .t... . _: . _-�;1.i'1.`_.1i1` . . . . .. - , --- I MR , `r , M- P.,-`."�;�r;R z� Li,?�' " - - t.: ­�t��:��-;W. ,.��,,-;'t;,....-.- 01A � , -, 5�3.. I'll � -, - * , `:`�­,­...:` -,,;��,V! - , - 0"`-.� . .1 ..... . . . . W�i�,i_ 3n.1--, %­ i . , � , * " ­ ` , , . - ­:-.-_..`. -.**I ��-'� I -�-­ , , , .., " - * ,_-,,,y,---�g!,-.,J .__.�'A3-_-1'11'1_.`._1 " IV " 1'� 111'� 1�1y'V ...­ ..w.,Z!�.!;W'.;��, .?.'7-'f�­.4,�,�.,,',�', � _�. "'o -----�-�"".;., � t ,� ,i; � It -, - , , 9 I 0- 01. - � � .., ." I X.S.", R ., .__.__..-_,', _ff­;",i� - r�A - - .7� `-.�.��111_'- 1, I , angwAll. ..".'.. � .4 t � ... , '. " .._'� �_,. ...- ­_­ , -, kz � .;, �,,�,:,'11,1�'.�,i--,11_'� . . , , _; , � . - ` `; . . , , � I-- - W_ I I I ... ...�-:I-,..-,:'%:..'.:';%!'�":!;;.'-'�:�r"�;�.-'� 4 " " ,. _1� . � - - ,� I I. -::. .... . .., . � _�.;VA 6,� .9 . - , --� , _�� . ., . '' , �,,v_`." ". _� *. : , . ... .,.." -,'-..--.­:;" .."..k'... - � .-�.�_, -, � .i d. 'e...V,<���; R _ .r., Ili �, 1 ..., .�11.1 * , ­..". .... .'.i,��p` - , " ""' , "' . I .. � 1:.a-.,:.;1­­.. ,�.,_�_Z._ . � � ..�;,3`-.. ., ..`..�� _- P, '"' """', , ..: .. ...... . .�,__. , - 11 - - "I" , "' ,­ .:��,� ., A � " ... .... . , , ­ �::: . 03 KIN . .: , _""`*1-`_'­­ I - . - ......,'... .. .­ , - I. I . ."".....1--.....' .-...-.-. - - -!� !.'�',,�'i ,-.,.-,- ;�%.,� , ;el.-","��'k,-_', , . . . : � !" '�`r`�_1111`,�Ii'r,R, '11, -­ I ''... . � I. .- - "' -, �V ­",�, 1� M � I 2 ��. ... . - 1,0k,-, .., r!"'i 1i �`, 'N54 ­­._--.-___­-.__ . I . .. - .. .. .. - .. - ., ... � I _L` .1 4 Y. r..,.� ,., .. , k , ... - - .... .... � - �:*..."",,.-.--.'-.-*:.-:��...",..�;,.;�."��,.-";-,,.,�',��ef�,*.; 0- ". " " ,, T� " .,., �.. - - ­ 1. �R�,' �T.S'�, . . I �, .......- .­­.. .. . ., 0- ,.\.- .. ..., , .. . - - I ,= I .-I - C - - ? .:­ ��. . .... _,­ .. � . .: ... . . I" ... .. , � , - ­ , N1.1 - � �'� " , .. . --g -_� .. - - , ...:. . , � . ,,�" ­01'1!�!,. - .? .,::. . ,_� , . , , , r. - -, '�.��! I ,�,� ,7, -� ". , W, ...::.,..^:.��:,.�*-.',-�-.,.,...,..-.-',.-,-'-"�'-,'�-,*-�-�;,�'-._'-..,,"�';-..,�.,:;. --� --i.� wF .'�`�' "I �i I"* ". ..-....-- - .- ... - ­k,�.�', --? . ...... P"A I ,i., , -L,).";��g -,�,;�`Mg� _� , - - - - .1 __ - ... ;-."`� �-,�- ` ­ ,_..........'__.... , . " , , ., - - .- _k .,.., .. .­�_,�,,.",.%;. .,;7. , - , '­�;'­) : : .. , � I I , " ,, - ", , �:` I- L "%,,.y - _', "�', , , - - - - - .... . ..: . . . .. . ,%';� _ io . _ - ....'.....- - - " ,��F .i� ,� . . - . - .. .-.--��.'�-.�.'.-,-'.'��....-,.,.-,�...-"!.;--..."m � � A, - W-.` . - " .. . . .. . . _ �:�.:::_�,.]. .�'-.;._,."�'.f.--,,'-�. .. "', -, - -,.,.) -,--, 1:` " " ,�.�., N . , , .. m . .,,,,-...�-.--.,,'�,���'-,,,,i�i".'- ;1011%11� .. :. '.. . , - -, .. ,_ � ­ . . ............ .... . - - ­ ­_ . , .. � . ... . . .. ... , .: ,:-.:.�'�..".-."--.::.-.,:;,.����,..�..- .1-11 '.-.,.".'.�-.."�.-.--".�l".."...-�.11r,,:".�'?*.,!I W -­,-,� ,�....,-�, �"' - - . . . -�.-:,:. .:.�'- - -W, � ��i __' R'.'.., I I ..:,. -'. ,.%. g �, 4 , � . .. . . ,�� 1. .1 .� -� .1 & , , , W ��. "" - . . 1. ....�­:...:�:. . ." , , ,1, ".3 ,4 , - - A��W_ �:.. N� �­ fi­'�,P�,- "�,.,.<:­,;�Z'-,' , I . ,� ..::­�;-.,.-,:.;,��-, . �,- 1. .!I.. - - . 1. .. ­.. . ;. I � , -, q,, '. ��'�� - ;y? _X , ... "a'�_ a I � � � a 1*11� , .., . .1 . - �1�11 . . ...­ '10_�W!'.-`�,,A, ,,.,r.li.,.,,�,'..',..'�.,",.,-,,-.,",�,,�,,�,;_��.�, t._3 _"� .� , ,.�� . , - . - .. . � , . .. . ­:.,_,- - :.-.,:--.. --.:.,.:.;'�:�.-�:.;:It-�.",.�.. � �..V� 11 ... .1 .. . '.-' - , 1-11 : . . _W­x ,�=­,M, - " :. . , . "-j-11 . .. .. .. . . , . . -��­Iz 1"'. . - --i-'e-7.­ �rdq �,-�;, '��z4%� .. . -,za"­ . . :&- �_.,tq..; �, 14-1 �4 .., ... . .. , � 'Er ': . - � I . . ,W , , tt� t ­ 10- , - " ,.- -�, F­ - �� �. ,,�,m�� �_, ..". .�',J� ;i -, �,fkNll , , j"... � � . �F- - '. . - 0 .. . ��e� _-.1 e,­,­.,�, . .1 .1 ,z,�.1--; ,,� i, ­...., Om-o __11 It' - ."�-�,:! I . . -�,,',, - - , ., I , , A.- . . .��`�- '� " . . '? ` '-, A � ..� -, .�,, �.? .-�,��t,�, V - .. ._4 _ , - , . r -..�,_­,�V� � �- , ..._` �� ,:..,:j�-.,�.�, -",:!,-�;:,­ --�,:,:,!i!�j";.1�,­�".-­ . * �1� et� " , , - � �.­;% ,:� . . - -`1:-�,--,j7-,-�.-_ � . . . .., ..­:­'1'1,, 1c, I . �. . .- ... - �." - �'--�A' ..." - - . - , : . . -.1. .,_t_.--7.-.�-,.' � !'*�', IN. . �17�. " . ,-; , '&­ . . ... .. ­ I -.: ..... ; � Q? �TSEM`5 � . � . : * , " 'I". !,�10. ,I. I ,-Mwt! . . . . " . , , M . �� " -- , - - - ,�--. -- , - -- "..;."". ­ .. --- .. .� . -, . : . - - .J- "I .. , 1­ \ *k -:. -.� ..., �� gR � - I" . -.1 . : -� .;.. ,,,....t`,,,'.:", 'd, v,�M�t:...!' �e , �: .. _ _.-.,­­­��. ,. . __ �', - . ,­,�­,;­'. - . W, . , ,­ _;-i :..,:�,-�.�-'.:-",-�:",.,-;%.",I� , " ", ,., " .."--, r; - . � .1, .1 '�,� - . . ­_­�.. .. � . . ., , . 0 , T -.-I...., . ­_­ t ; �, :-:­;-- �,-­z�. - .,. S" , 0�1�1.'5 \ �. -W . I . , , ".. MI. ..". ­­ - . .. � .. , Q W ... 111._A�l - MI. '. ..:, 1: 1. .;�,.­X-...­, , - . ... . ­. .., - ., � " , :- -i.�,�.;,�.:,.,�4...;�,,,�,��,.�-� . �!. V .1.. .. 1­ " - .!: .. Vll. _1101 ­_ ---,,.,- ­ 0,_. ­ M � .:, 11 . '. .IT- 1A .. . .� " � .,"� .gk 1. ..4�,:..:�.,�.. �­ � 'I . I - , __ . .'.";."� ..... ". I . _ - - � , .. ,.­:-,,�,�,.,-3t.,,�:,,;t � -,­-­..,3Vs-�'.-"..� .�,.": �:.­.... .. ., ;- ,. .- a*-.*- . . �_,:. , - . .� — ",- Tq - f,� - --.. .... -, . �f - , , . ­!­.. . . . . ___ V 'W. . . V­M,� .. ."'. .,I .1 - -1: _'. lj . �'.. ,­,�­t�:�� � �, _,P�. �., r , � .. ­' - I -A-::.;. "' . � . � ­Wl. I I :: �-�:-- �: - .:. � 1 I . . � �, . . . -.....%. . W! I . .. . . , ;r .. .. , . _`1 . . . . ` - 110_.`.`�� ... . . . . .,:,�?.,..��;..,:�.,I�'.f-.'-�-.'..!..,.: � . ..'.�, - .`.: � -. * ­:."�:,.., .::.,: _5 ;.,P, ..... . - . . � , _ , . :. . . . , . - . �"., . . . , NAM .1, . . �... ". - - . ,�, __4 1 . .., . :�-*`--:� -:-.:i.;:.�., . E 1451:rl..- '­�,`.-A�,_Cg . .,.. . .. . - - .�;_ .elfL, , M'W- .. . . .. ­ ­ 0,i .. . . , ­ . ".:, - '' - 1;: , .,"­", . ­1 .- . . , . ... ..,!`.,:�­,;:. ;.­��,,, � a .. I .. . . ;, ­.%_.1; -:�R�!.4 : . : "". I � : - .�...'�'- :.... � - ... - ­ -4�11�_,:,­ :..,.:.. '.'.. . � . . �,�It:.1.11 -,.-' - ,,�Z�4 � �:'..".:.t'...'..'. . .h--. , - , ­ . F�-,��;J, ,-...-I � - - . T, . " ___ . . .��: ". ; ­_ '... ; �� g' ,� .-�� - -..-- 11 . I . :i�!e�l.-";*�'..�".,.,..,�*i�- .,..,'-,;, ... ­ - � , . : . . . ­ 1 �� , ,,-,-,. "R 1. �, , I..*,. � ...... . -',7 , I - , 11. � , ': . ... .. � . .��.,: �. ,. ., " ,.M�.' ,'-, ­ _� - . �,�4­, -,, -j .. - .;. .� � . 11 �,:­,�-� .1 I I 11"r . , 1� ,�,�, ­­., . , I'T?,�;, �'..� I. I - , " � .... I � "N" pg� . . . ... . . .:,.,�; t"."!�tTtz , , -� . , F�� I . , - I 1M. . 1. ­ - -1. �_._ , V . ,�,� 'i . , .. -.,...-. . -,"A ��� tl­.­_� I , -, ��, . . 4.-._;_.;�..11:�i11R ,_.".NS , e . . . .. _ .,I W­_.111.-­­.­_ , . . , ,� , , '� _J ,,'� ", '. sl ,C7 ­o ., -, _"M , � ; ­-1-111-1.11T .�_. IM ­­ --' 111 1, ,,,, � - " , . , - .. _ I ,�, " , I - � ---��,�;-.-;;---::ti!�,-��.,�r�"..lz3l��?,;,-,",,f,�- 1, . ... ': 1 !,.& ��, ....­ .. :::. .. . .. . .. � ...f .:,-,--r,-.,�,:'�?-.-�� ,�,i,,,�,' ,:-�,���'.�z,...,...-..-"---�.i�,;�,�,,�."r,�� ,.ti.-",n,,,-,�,","- :;�:`,`,Y",.� ��AM �6�2, 0, .M" - I � - �_, .. 1111.1.411. .. '' r ." , , - _ ..... .. - . . ,­'..i.,1-!'�.,-:­; 1�.l , . - . ­'.:, - . . . ...:.;- %: .,I:., ---g,.,,.,-,f.-,g -[..�g�,�,,, .�,---& z�,'g 1�� ,:, "', e',�;,�'.--i'�.",.!.N-"-�.*��'-*.�":;:,�-',,'!:�.'-.'.-"."..;."-..���,.-*.: ... . �.. "i-i .., --,.z." *,-' ., .-�_-,.`.�':.:.:1.::",*�;. -.�.o,�:-.�.:.-:.:. %.� .% .. . '1:y -..'�Fj­ _. � ! _ �..., ., ..... ..,:�; -'--'!;�-.,-�--'­,�,`-. - ... - - , � I . -:, F�.,;i*�!�' ,','.��'.5,.' ,..!-.' , � _,� .. - -�;:-::.%...��.-'�..f-, - I.. ...: " . I .. . ... .. . . . . . . . . . , - , , _�. : . .. . .. . . .:,. . �:: " ­:�'...,-. :.­..!­'-.,..-.­-,,: ... �,�',.. _. _�`Y,.,��,*_'.1&11 .� 11 . .. ­. - - �,N­ `%j,,';",'.,7-,� ... - . ',:'- '. � - , . . , "I - _�.r ly , , , " ­ " ""I - fx&�,---.,�,.g-,-k, �"..."...-,,,...,:�,':.-,,!:*.�.'-..*,,f,,.�.*-...r"-..,.,,."",..-.'r',':.'..-.','...'e'�*--.-*...,,.,-.,..".,'.��..'.',-.'�,.*,-��.-.".�.,�".,-"f.�,.,.,.,,.,.:,..,�:.-.�.��.,.�...:.,,...;-...,...,,,,'�r.-,..,.� _�, .;.-'.,': - - : P.- i Q.,i - �. ; ��,�3.n� .. .... � 6"."', . .. . !­ . ,� i.', �;%j. - , ..., P .1 A, � - - -.1A.'. ._��:.,-...,F!:­ 44.­'-W�, . . "'.. . � ��, ;.: 'S ., . g � . .� g :,­t��,, - - "' i , - .. � . 4 - -N� I 1 , , 0"Ilff�' ., 'Wf t� ."�Ntl­ - **' . . � , , '. - .:*--� , , , - �.L, . vm,., -, -,--- , , . _1 _ .$��_ "'. �� ,, I _... .-�­ . .- . . . .. :­: ." . . . . . 1� .-.� i'R..Ye - I . _n, i .". . �, - , , -.:: ,.­.;.,.*,.: .�. .., .. ',�,i , -54,;. -��:!,'�' :,'�-,�:, . - - - - - - - - " "' , _-, `f -, ".. - - ...: . � _­ - �... �. �-`.��'4.11111� M 4 "'rF,!R .`-�-.jl.,��-_, .�. ,-c1,'U-­; N111", ::.-:,._.'..� - . . " ­- - " � .-I -, I I , _- , I -_� .,: -.* .:..-.? -.�,-,I., .. .--.*', -`-",..�%'? `�"-.�;' .., -. !.-,�-- --­'� --.*--.', .-'.. '...'.'.-:",-..,.:.",..'-:.--:�.;:-. -�.' -, --� - , ,_:___ . . :;-:�.'�: %1` '64 - ,_..., ......, � .--'-.*-� .---� .'.'., :..."." -..� ..". ........'., .-.--'. .:. � _:� � ... ..\A 11� lni;� il �` . ... .!:. ­­� , - - , " --* , " - - --,�, �,� -- 1�,- "LLLL. _j�,�!-.' %��'_:i.... --`.f.:: ­. ,-N. --.-��;�z----�;:P."�,�,;--.,....,4�, .. _..`.'�-�'� " - - - .. ... .. �_.�._ " M N �,� �,i F4 'M�. , ��M­ . '. , . �.--.:-. .. .:-:: _-, - . , I 14 , . : . :, .­.... . .. - - .:::. .;...' -"-.-. -I � .:.,,,­g,_�� .1, .�::�.. '­ , , -,, � � , - 1�i - -�. - I" -.� -, -',-.--.' �;:.i; - ..! ...".'.'..-'�:,...,.::...::":.....:..� . " .. I . " w­ _.� . , �,-% ��,, . .: ,,���.��`i-�--`... - .I.f'�',�*.".'.,�,*C"."'..�.,�"'...*".---...�'..-.-.'..�.'-'.--�,- .::.-`.;.-.`-:,`-;:,..::. '' . .. . . . _., ". - - %_, . - . - - _ � , , 2.� .-,... 61­1.1. '. - - - - - - ... .. - '-.-:t1.,.�?,'.-' * , , .. . . . .: � . .,.�'.....,-...;�.,.,;�.*7.--..'.-.*..��. . ."�'..��"?,,�'.�..."--�'!:,��'�'�!;""�",-�'4,.- ._� .. - '�-,'�".,...�."�..,...-.-�.-�-5�,-":-;:�. ­t�:;i _-_ .-��.,.....".........'�...-,�....!:�..�..,.-,.�,-.,�..,,.-..�:.� . ; ;:-::'...�-:'.-..!-.�-: .'�. -*.?.�...'..', _�2j�-.�'7,il­'­I_ 'n , ., . :,. ..'.* .. %".'., "....: �'...-_-,�if`r ., " - '' �� , .. . '. . _ �- ` ` , ." .11 1-n, --,.-,.-.-...*-.;.",--.,...::.�!t . ., , - .. . .... _ � - , - ­ 'A ....�.`.., -�i.."-_, _ ...- " ,�� ., ,�, ... . . , - ___ - .- , y_. �. !.,.. §i, ,% r - ��. .. . . . - � . I , -,- � , 1�� .,,;,,�, ,%�*,`, ,."., ---,-..-.--, ...", ,�-.'.��` ,�::. .'' - . ....:. � -:1. - �'! - - - ""....� .... . :��..I....,::.�;.:�'....:.��.'..�.:-::.�..:;.. ....., - . .. :... , . - ., ,fflW,.­,,W,_ ;,i - ., "... , .. � ` " `,41,� - "w.., - ''' , " �­,.­.. . ­ �....... . _._1_­',:"-_.-!� 'D��:___ "��',.,.%..*. ,W.�,­_ ..� ., '... ,�X;r�f��.I%,:; .,.,:��­-.. �­ - . . . . . . - - . ,��-��,.`,.,j'.:�:. � _... - 7-� -,T.. ­Qj".. - � -­�4.�,;,j%,�.,­r . .. . ..... - 1_.*-::�.`. ,., ,�� , � _. ­.�,,S ;;, �,­ , . J , , " - , "' *1­7' .","'..- ­ ­ .. . ,­ " . I .. - , � . " � � , . . , . . I . x , - - - ."M1:1112?_411'9;"1�'iV10 . . �­ ...I......... . "" , � W��---;t_�_,---...-. .. " , S, n .� ,�,� , I .. - . . . . - - _: �..... �,�;:..��.,,..'..' . '. -W Z� , , ., _ "", � k , � , - , . �,__ '_ ... - ;_ .. ,��:7 1- � . . a "I." ... - ,r,.-. , - , --..:-.� - �'.- . . , .. .. .. . ­'­ " ** ... - . � .,­­,.�­­Zt��A '. !..I �.. :6�9 I ­` **' . - - - :�. . . . �, . -A. - - - - - � �' `-%-,;` "I --.' ` -':T * "'. . .., - ., - ::. : ..;,.­.::.:, w, - ,z . - - . �-- --:. *� .,..,.:.,,*,"..�.',-",-.'-..':,,..,."..r,, ".. :n :�_ �..'�,-iiwn .. � - - �- - - . ._ ,�. ,n�r.� .. . . .,. . �: - � . . - � , - . .N � - - '. "'.0. . - - - .. .. .. ... . ... �. . . '.. . ...: . .. ., ,,, -, � _,._ ­_ .. , - - ., . ., , "�� 11"i 'V-s . -.,..*:-,_.,:_1.*,�:-_. _--.'-.-`--�-._.. '.'.-�-,..;:.,..�:-��..�:-�-'.�-.!.,."*"". .. . I - , 11 - .. - �--...-.�...l".-......�...'.'�.,,*-.'-�� ..��'.z.'..."., -��, . :.: , �,_ - " ­­:� ,,,, --. 1� .. ft -. - �� --.- - .. - 11 M �-,��,",�;'_-��-­­.: .�'. . '. .. 311 _-, , ,�;,_.', - , - - .;. - - -.. .. __ '? � ,4ZP,N ...: - I , � . �, .."I".1 . " , .���"4.',.";",�.�.:�:.,...,....,::�,..-"-��'.�, , . . 10A , - .J .-..-.-`.-,. -`xi-.*'.: ? � ­­ - - .W . _.. -,-"­. , , _ , � .. , .: I -��""'-:.-_,., - _:.� .. ,.._�-�l ,-,.i--.-.� .,,.-.--.-.--­k',� I " I :: " " ---. ; -.-: .. .. . . . , _ . ,. .. _ ��.." � ,�=,-;, I - 1:! �_._.- -, - . I. ... ... , , ..��.;_....-...-­. - -_ 0, _w , ___. � ". , - , I -A..._i..M 1_1­ ... .... � ... � .. .... � _1 ..... ... :.�. .... : .. �:. .. �:�­.,., - ­. _.... ­ .. . . ,�,,C, y _.- , ,� - ..-., ...-!�%,- _ , . .. .. . -11 i4,xi�,R,�"':,",.%,� I .1'w­­'P­' .1 . 1A, -, ... ..: . . 1. . ... , , I -1 :.,� --z��,",N,., - ."", ,-., -1 ��i.�-.,�.�--;-�--.�..;-...�..,..�,�:� - : . . . �. . .. . � .�.; � � . - .�.-.:: . :, .. - . . - . ,.,.,:i:..,.,;,;,,r,,:::,.,:�.', '*':.,.:,;, .. :"'',I " , - . , .. �,-*."�X-W , � . . ,,:,;,'­�1�J;.,­-. ­_ � ­� 11;.;,� IN ­­.1'=711*-­11-­J,., "...­ - n"A"_,`:�..�. W, �.'.­., &`::__,. .. ..." . : . . . 1. " ::., � *-: -Z:,,',�_'j�': �'­. : : �-` '..­� �.' , . ", , . omi ­ �, A ��.,:.� ­-k -. -�� V t� ,�_ ..5.1�1 , " ., . - .g q�- ,,,-,,4­ . . r, 01�,,, _:�:. . -4 �,.-- -: ­­�: ... z%?.,. �­�_ . , .. --s. -�-* - . :. I , I n -!�6�w -11,11", - . , .t. .�:;."..�..'."...�l*i.i��.-.�-,.�;:...,:�::.� : ., t:�-.... -'..­1�:.­...,.­':­,- _�,�. .',��,'-.-;,...,."-";."�."... -, *. -f -%-.- ,� i�l%..�%...."*,�,.�l.,,.*."�";,.,-....,..."..-..-,."-,�,�;':.",:; :: '.�­ , .�.----,�,.�-�-.* '.'. I : -�.... . -1, N.� " - - " -7-, , - -"- _-1'11.,.,% -,� ". �.."il�..i,.,...,...,...,.,.-I,�,.,..,*,.....,".*".", .� . ., - - " .... .. . I , �)�-,---�:.!.,:.i.%����,.,,-,ire:�,-.��L":,Y.-.",.�-'.i�-.:.�,.":,�:;:,*, 0-v,-.2,,,.�. N. ...'.:-,.,:..-.'..i:.:",�.�,��.-'��..�.,.... mmki 1, ..% - - ..� Ift - .. , .... . : ...... �:'-�,-,,`�` - , - - . . . , 1. .1,; .: , .. . . . : , - ­ , , .. - . * - - , , R . ��, , , --�: -:---.:�r.. .--:�.�:.-.,' - �,�Y, z �, I . - _ . , - '14 . . ....... . � . , , - ":,."�-:--�l'.��.�-:.-.il.::,,,�i ,,109.--.,`:'.".: W - � . . . : ... - . ... ... , - ­��- , , "... .. . - ::,. .�-,-­.::,-.*-:-- .: ..-'-,--:�*.:.-.'t,-�;."­: ... , , ...- I , - .1, . .. . : --__ I . .. . . . i . ; .., ..��,',,.�.:���7,., - . . . ,� , -, . li, - 574 -.-.:.; � I � " . 1 1. - ,. , " . - - -.,,�-,�', � t V,�.;� , ., ­_ ,��- - , "... 1'-� " ­: - - - q­.-" - i - - .; "'.*.% :. �: ... I N ,:.­r-.--:,.­.,. . . . . . . , , _,�T . " ,.- ..:..`?:�: -::�� �!]& . .", - V-­,­­u. - . . . . . .. . .. . .. , . .. . . . - *_­­­M .... ­- '' D�:.,..;�i;;-"�,.�.:-"*,..,�,'�;z.�� - - . .,-::,.-:-;,-`.�-­ . ".:** * �: '. , ". .. . . i , �:�l-...,."!���.',��*f�-i-....,.:�\. :.",...:��-�.��::....:...'.'-'.-'�.'-..,*-'.'-..',".-'--*'- . � . 'r - . '... - . '.. K�,,��",.�."*...,.:.,*�%-��-,�,�,., �r- �.�'--, .. _� , ..., -"..." " ,.`---'��.`,*!�;:�- ;.. .. . . .. 1. .. . , I .. %,. �.. .. -, . � . , .." �;X­W­1.111 11.111.1 , :_"...�'Fel".1.11-,�,­ - .. , . - . . . . . � , � ` W � �,�,_ .� 11 %oll - , � ., - . , n,--.�a'yff't ,�'."-.t�',-.�.�,-�,.�"..-.,.,,.:�.. . . , R -_�.,..*.'. .'..,"�%�-_--,:-i ..... . ._. -:,.. . , " , """', , " . ,.-, ..." �;:�'.- -�: ��`-`,i-,��;,� ­... ..: � M 01-111, . ; ­.. - :::-�.,.,.*,..;��l-.--�'.*---,,-,� .` �;:�...:.7-,-. . . * " , , - . ..,-i,:�.,,,,..,-�.-�,�.,��,.','��.�.',�,.--",.-,-"', *,%-""-,.`,---.-. .,-.`A,,. . - I - .", " `..,.;`­� . � -.- - . - � . . . . � ., .,. , . ..... " ', ... .!- -.-.�"f:-'.-`.--'�'-..' . . . , - _. 5. , ': .. �:., -:.:. �� , * -';" "'.R�,�,�,,;.­%_:: 12%, - I . ..'' . , :, - _­ ­ . , - , - ­ ,::::.,..... 11 .. . . . . . - . - i�' , '' - , `�.':-*.,� . . Z,:.-:-':`N - � �;, -. . . - " ..* --` ."'.., .-;. .. 2:. . .. - .... "� :....., - - - - .., . . M� "' "" !�% , , . . . - - , ­ . . .V , ....: .1.,,..,."..."il".'�,.."f��:;:.--;.:'. ­ � � - . . . : _:`:.:.�-.:-�--:-..:.�.. �. . ­. . ,:--1­_, T . .. _.. � _.`11" �;!N:-­­. . : I . : . . ..; ... - 11 , , "._ ­.�.­:.:.�Q - , - ... .. :. ': ... . . , I . -':.'. . . : -1 , " '�.,::.,��i�.,:..;;.:,.�.:.:.,.".::�-"-":..,�-..�,., ".! _-� , " -, "� "'' "'' , ': .�.. ,,-,,�,:,i.,,,,,.-,­�r. -%,.`­'.­.Iim*,,�� ­ � .- '' . . ­_ . . . , . . . . - ...- - , ,*.,1...A,*.1..:_:": .�::,.- _-'. .::.; ­"T .. .. . - 7M:�`;5-.'M"�-.­.-W �j:'l _ .. _-� '." -`,�t'! ,.-'.?-,'?-'. "" , .., .*. . ww.,�, . - ,�_ - ., .� -1 .." - - .- -I ... �-"--,-�-'�.-l.'�.,i..",.'..r,..*.- . � , . _.­ , ., ".. ­ffio", ­­....� �.�--,:?::'-.-.*,._.:.:­,- :.-..--. ..__---.-­_-,.--_-1 -� �-_.-.-::.. .. , :',`�, �** - - -,� ` . - .. . .�-."7-,.,�.*.��,;...,.-.t.��-.', _,". *. i'J%6­- Z ..,:.,.` " _.. ........ - .. ­ 1.... ,�z� .. . '... I .---,,;.�.'a'.,,-',-'...'--,:::.�-.*:. � ,_ -, -.1., -, .­_:-­�;.-,-,.:�.�. ­­ . ... . !'­,� .!:-!.-,�.,,�.-,�-..,�..'-..'-.. .. .� ,,,,�-,z , .. .. ... �,, _ .,L,', - �_ .., AM :-*:,.,­,-,.::�:: . . � - * �* , ­­,�.,* ,�; -, -� "'; -!_,ir ­�­'.­111,�4-",.,. �,,,,',­.:,` -.�.-,:�.,,'::,.Iiz��..'...'��..Ci*"�',��, ..,:... - � " , ... ­�--, -'..-; --�,�, ,..�-'� :�,'.,� .,.' .�.�.-­.--'� ._.F. .. ,�:,��;.,, _.".........." :]: ­ , ­:�4. .'jx�., . & -.�-..:. ._...:., ­ . �:., , , : - '. - - - .. , ?-,,� ,ii,.,,.,:�,.;,.,,...r..,.,,,.,..:.,�� , ...'. _ - , ­,­ : , "" ", . .:. .: ..* . - - . *.:. - � -...-'.,'.'�:....--...:.�.....', --..�. �;.;�,-:-,�:-'-: .. � : i,.. ­ Z�*.'­_'- ...... ,-.-�-,,�:..­-.:,:::. ,',',,_'.�.,...r.�. ,�� -.,,�g�� -�:.- � - - - t .: . . � ; _�_ - - - ­­". ,`-� -:.::.�.:�:...,..:....,.::-��*.,.�-.-..* . � . . ,�-.--,....",.,�.'.:��.,.:,��*."�,...,:.'��.,.,..,�..�'!,',�.�'.-.:;*.''� . � _`�,�-,�-.',-.'*-.'::`.- J_' ­5i�,,-;--�%�::.. . I ."W.".1, - .. - - � " . - , .." ".. . ..... . .. . ; :!..-­.­1 . . . :.:.',.�: ,�;, �-,�,,�.....-....;,:�-.-...,�,.,.-.,.��:. .. I . � !_ .:: .�. .1 , '..�"�'�.'.t,�'!'� --� ..... - - . L,:�,.:. ._ . . ..�. . _.: - ..: ...- ..., - : � - - .: � �� .. - � - - ` �, - - ;;:.*-..��. , 1 . ....'.1. 1. ..W-�.- " !k -, -.,, -, �:--. "' ." ,.;�:, -r_�.�, , , : , . -,-- -.r--,--- .­-,----,--- -��*...,..".*,...�..-..:...*.�..*: . : , ; * :* :,;:.. , . . ..�. , :6 , . . � .i.� .q. ....1-- ..­._ - -V , �A . �;_ , � _ .::;:�-Rm . ­ ­ , I . .?� - , "fv 'g,", ...., - .... -'........... - .... - - I I . ,1.'...:-­­ ...... �.;,�,,.. - _ ;-.m-' ­ ";.,.-'...:.--,..,.-.'�!,�."..'��-'.!:.-::::.., �014 , . . . : .. . :�:� -, -, , - -, - -, - - ,.,4 . . - 45W " ;,', _: . . : , . . ��_: . '"' - , �`*�a, t. % " - I;- * - .. .. ­­ " I I? 4 , . . .:: . - - .. 14 ­: - . rl4i� y."..: ,:1-:�.,::,.!." "."�.:,:,:;:�"".""�,��,;,.'.--'-, in . i� la� .. . " L.", - ......'N' ...! ­... . . . ", . . ,�,.�,..�--:._,:,;7 .,-"." ., - ., . �,_ , , " , "' . . .. . . ... , -, - .. .:�. .Z; . �. �'.�.,��,p'.­­' � . %­ ­.­_ . , _ - . - !.. ,��. 1,;&- - � . ., . . . - , ." - .��'i'.`�i .. , ,. _� . . . . , . , ­­Y.�.;W�'Q,1�14:"j ..,:.:­i l, t .-._._�__-_`.,*.__.'.-1.'- .. _.. .. . , � _:i , - . .. . . .. _- .. - ... * -: ... ... :N?,'� _- .., ,� ..... - � � , I . .. .. ,. .. 4_e.1111Akwt .�. � . ...11;___-......, " , . �,-,,- ., -� . . .. . �,-A,qF-.'���--�t,a�,- " -,'-y;'� .,."-: , - -, - .., ....... * _ ...... �f-,-,�,--Aq,z,-.:,�: � __ " . .---..-,.-�`. -t, ;:,�._- : , ,. . .6--z"... � � _. ��­; A . __ _.­.'�.­_._ j1.\11.'�"Z­. ., ". . . . . - - '.... �.­n-& .­�, _? , ., ... .---­1.-.": _ -� .. .1 � . . � :.. .*::��.,�:-'.��':-.:-..',::,*,--",..:;�.I.-��...-. .. . . ... - . .., .;, " . � W114, , ­�:* �, - ,,, , , ,�, 1p , W;�, � ,i,*�'-�_,"-r`.,.--'.. _.I.:- - , . -:':%.1';:,. W - � . ­; , �. �,,_ - ,.,�� . ,.. .__,� . . . *.' ''. . .... .. ... . . . . .. . " .;.�. .. . . . , _�_ . � -�,;..: ." ; .: :::.- .: 7:._.. -.�.,; .��...�..,.:,�-.:7.!'.'�,��.--,'-;,'...I .. ,�,.j�, . ., - , , �.. . .. ...'. - . �,,,, .-.,-.,.,-,. � . . I .1. . . . ... . .. -:..: , _. . . : , �%;! ..., '. - - 1.. � , , --- * , ­ ,� �. .,4 �, t� . � . . t�:-- - --�,__;�, .. -.-... ,7 - . . - . -::��,.-.,-:.,-­- -,: - .:..: *. `f ., ,-",. , ­�. I . '. ... . . � . ,,� ",,­ . .. .. . " ;7� ,1­ I? I .- . � ... .:. .. �v. . . ,,.__ . . . r.',��_ , " .-.-�-, ., � . . . .11- ­­ ­."W.... _. '.-,�.:::f-._:... - '� . __ �; * . . :.1 .. - , . . .. - - . ., ..... I.. " .1-111 . �11_ ;-." -:1%, .. '.'.-­,.11,��* '� ;., " �"_ " 't ,:., �­­11_1.0' ­­ '��-.�-�.,-:*��,,�.!;:,,'�,.:.:..".,.,",,. -'..".'."��,�"*..,.�..,.-,.,.4�.�.'.�"..��,.,.:::.,.�, :.:�*-,....-..,�.:.,!:�,?!���-1, ;, � �A - -,'.'.::::.;: � . .. .. . . . : .:_.- - ,�l!-�,�,��74r-.,���,'-".-:'��'i'�.-�.- 'i ..--o;.. %. ... .--..�.��: -i,r -�%.::; r, - , " . � � . ,) -, � : ''. ..' . , , . ....-­,��, .�.":*.":,'-A� . .. . .-.,.:.:-:�:�:,�,I�..,...-,�,.,.,�:,'��i.�'%.�,4%.:.��"..,...,.�';.�..�.. - , ... . ­�,,,,�i ,--,.: .. �-...-­-.-; -$t.i­­. � ... . . .... . . . - .- " . _.�. ��- , � ,_ - �� ,���.-.�"*..-,-�,��,\�����o�.�?,� L - , � lt�&, - - -, ., 01 : .� ­::-...,.::. ..�.4-.._�--.�-.. j,�.�---...-�,�_ -�..l...:�.--.--...-�,:.".-""",.. -�-,.'.%.,.,.!'.'��;�.'.'.!.,,�-'� �.- .--,'..-c""..,�-,",.R,.....,..:�-', . .--. .:. :..-.-,.-. ..' 11� -7!--"11:-�..�'-�-.,­��--, .. .... _.�,,�%." � ", ­_ . . ": . , � . . . � �, ...... - - , i i� ...... . . �. ..�k , -, � .'� - . . . ­��­�.­. ... ........ ._:... .�. , � . �;�.,z�'r`, A , , , ;f � I , : : : , , , ­­R, ;: -, " _-`._. _-� �..­:. . ...- .." ._­., '.... . - . 4n'&,!�'...':._..... .. .. .-.,.- k-��Z-, 1� .. . '. . :. ,r -,�_., . ,-. I � ': ­ -.­.--,.,.-.­-­ .�',�,;,-:'.T"� -;` _'........ . -. "..'. 11�rgq ��.._,',`.:--- �­ ."-siin'.�-, ., ,'-- , �- I I,' .. �;-. :*. ,.,-:: -. - ,.,. . "' , .. ., ,- . 1.1'.­-1. 1. . ­­ . �:: ..., . I . ..:.. -.­�i` ---;-.:,�.-:.­'.­­ - - - '' . , , - �_Ii : .1 , . " .... . .. �' I.:;!.:., .,.,::: ?,�r,.. %Ni,�,­; ­_ ; wg, ­-.-,­,;,,ffl,1 :�,.:-.:,-, - , .:,�..,.:�:,.,.,:....;."",.;;;�.,..-.� :,Zq­-,:-.-,,___ .­..!...­- .... .. - " 2*11111�-11'-,..'1-,'1`1'1'& Z:.�.,'4-;s�.-- -..I:.,,.; .'-,F,. ....I.- .�...-.4........:.;.,.,.,.*::.�:,:�.�,.:.";,..,..�,..:,!,:::.�- . :,­�- .. . . �, ��­- - .. ,- - - �� �­.', .. - % ".- . " , " - , - �-'W- . .... .. . . . - . "g, . .. . : ` , ......., , ".. . . ­,01 :­­t� ...... � � , * -. , , ,!;� -.1- V, - '. .. .� . . - " . - - .- - - i�� _ - ­­ '?�-�.i,�._� � . . . I . . � -11 . . ::, .. I ­ .. ... . . � .- . - - .�j M"".1, ,.,'C� -_ . - - - - - . . , , - , __ . P . , _.:-,.':­ -A - .. . , . , - - "�"` . '. - x,-`,.g­ - '� , � � . - - :.,:.­-.,.:�, . ��, " .." -_..� . - ,.� - " _t � - , __1' . , I � . ::.,.,. . . . .�:�:, , R, `.ft . I .. �i.��'..��. - ..�­.,:::: .: . . _...,�,_. " , _." _W� - '..-,..,:�,::�-.�-.".��..:..,-,.::-.�.-, _ - .:,....%��,':,:,1`1�­;,.' - .. , 't, -`;`--��-.`-&Q,i,."�- tx,.,�z -1 `0% .. ! -,, .-!-..� -;,:::'. %.' :,::, '. .., f-;.'.. _ , ,� . - '? - - . . . . .­ :. r - ' ''' , , , `.:-�,.*::�.:�,!,�::?�.- :� - `E."`1­' I :.:. . . -, ,,, , :� '.'�., " .", ­`.- .-,. .. . - .),o_�-.t - -; - '� iii-.."t-k .'--::;`�W,t*"­�W;­ "� _4 � . "I -, -:'-'--':Z �- - ...�::...'r -*..,��:�-��`.�:�-,: .* .-'.�,`%��: .... . � . .. ,,---_".`- ,� -�-11'1.44' .-., - . ­� .:, , .1 ` '' .11*1 .. -, �:: ..��` - i�,,,-,, , . . .. .. , , - ­qi�, %! �_ -i _.- .. � , �� - ". M ,.... ; I. I - - - I - - ... .I....". - ....... ­­...-W.A.-, �"­..,%-I�:" -,.,..,..... _ W _V, . .?� ,;. �, � I. . . : . . .I.I...., '11;­.,­� ..�. ,�,A .�, .i - , ., - .- ". . - - - - - �`-- ..., - : , ..'. - -, - -.1 .. � .*' , * - , ,,, -, r - , ` , ,,­.,­.-;�P,.%W.,­­. . tzr.i� � : . .A - , - . %:.. . .. " , . . � .: . ......! , � i" . �.'� , . . .. � . : . - - ............- . ;.`.. I ** - -, ,,,�,,.:,,,:*.,..-r,..:,,.�,,,,� ,.:2�".�, ;: . ­,.J"­.,� ....... � , .;...- _.�',- ��, ._,­',-.` I . . .. - - I - . - - -- -- . - . _ _-, . . - - k? '�i � : . . , . . ...'.. i.-.. . . ?F,­,�,, --�,--1 . . - , �i.,.`".,--�-r-'r-- ,"Z.,�­- .. - - .... ­ .. . ..,..--",.-*�-,..��.�:.-�.�".., �-! '.- - . �._ .. �t..'. _.!�.!S,% ."i �* " - .. � �.,.__,;1.:.._'.._;.._�, . . __ �.,,-:�-,, ...'. .,.i'..��..-,.�,r..-,.�..:"".,,.-.-,...,.".."-�:,:���.*...�.', . : Ri, a .::� .. .�,J . , % ,�tli e" ... �' . . .., ..,.. : .:�,',�,� -., ..­-!­­;..-�w--.�_i�%,. .-.­��..�_ . - ,'%g'N' " ", !., .:. .�, . . . -..,: �* . -:": , -:.': --, -.,:::::"",�:.,..*�l-.,.,,..,--'-.:-.,.*��.'.'� '�-.*'.---.-.:..: " . . ., . .� % . ,& .......�...."...�.,iz:-...�.:�:�:..:.,���,i*�i"�','.,�z�. ,%.�:::-.`��- 411��,'­ .1f�j,7§,";. . v �� ....., , - - -_ -* --,Q;�,!­ ;!'_ ,:­ 1_7­:;*Vr.% ., :..._ . - . .. , �4 . _�1.1,(_,�"f!­:... I` �,�� . . . . ..� *: , __ . ."-*� - , , ­ , " -,",&�."�.".7"�9i.,��14,i�..�",�'- "gi. . . , - . _ .. ..'%.­ ,;-.,.T� , �'t.,g��. , . '... . - - - . � ;:.7 "' .: - '­�` 7" .. �. ,*�. -..4­­.�-Vef�,�:... .�;.- ; - -, , , ­ . � * -�,- ... . , ­�­,�.,:­..':' -:�'.­'.T-,":�. " rs . �, :. . k '...., - __ -14* -".."". -:'- `.­,.-'�.,.­.:.`:�:,,. . i;, � ��,-:. - ":,. -, -.'S,,,�.�,;..'..!..&_ . . .::.,. . . t .�. I - I. I. - . � t .j .% ,f . . , ", ,�! �,�v .., 1:.�.��;,;4 2 7�� ... .., . � ., , , . �:T!.::JW.�;",'-'.*, �,.��.?, 2N . : I—— . 11'...., 1­.': �.: �.�"..:.,.,.-,.,"".�.�,�,'.'..-�,�,,�",.",�."..,:.� i, 4�,'. . - . 1 . . , r"". . .. � -.1 .....'; I'll.. , I ',­�i . . , , " ,,, " - "... . 11"....- . :.. : .. . : : . . . . . . � � , . . . � . I . . . ­ . . . .. .,.. ... . : .,-...:,. -.'�.. ". ,��, `1�1 . .... .. ,- , - . - . .. . . .. . * .. .: .:. � � . _!.. . ,� :. I , !, � I 1 , W., M .­ __W�'t�.i,',Z..--;­­-­: ........... * ill".0. .0 . . . . . .1'.. N ., - � ­­ -­, .- . .. . .;.54.�-�,­_­*�.._, It - .t'. _ Ml�.��::,.",-,- ". . - . - �f,-.---x-� -f-t%­� ­-.;%�:-t .��,:: '19`1r,42 4�, . . I .. . . - - . - ., ­' ! .'�, ,:..' , , '' ­* -, . -� -'i� ," . . . -....�--.:, ..�-:..�-­­- ­.� %'.­_"�.", , .". . .. - .. - .. - ��";,6��_�_��--,o ,�4­!.-,:�-.�­:­` ,%..,`.��i ,'.�;.*_�� . .. ;.. -,�' ­...*i:t::1 Nji". _­fu _,", A �� ..; ­,­-.. ...... :....... -­.;"*, ! �: --'---' .,-1­1.,...-.:- ­ - . - _Q�.jq,�'?,,w --.,��"­*­ 'C*�"­ , _. .. ­ * . " .. :�, �...'.-,, .: I � . .. * . . " : ; ,:::*.:, .,.:: , -, , - .. . - Lz� �,,:f --­--.i�.-Tw - i*:­... '.,::­,:.. . , '. - .. ­. ... _­11­­,N­_.. . - .: . ... . . . . . - . . .. , . m:. � _ �_-____ '3�i' ­ I , , ­ - .4 . .;; - �J ­ii��,*.,.,!F:--.�*, ':��` .i-,,,w:­,.:-1 ...-.-,. ;i � V , W-9., W�_­!,q 1 - _., .. . . , . " - ,.� , - ..X , - � :. - RV.*�:.-.- "--­.:';-.'-. .. ­ , . . " � ��Pt .... .. , - . ,.,� -�-:-_:.�.�.:--:.,-�:... ': - --- - - ... � ..:.,:;­.*.';` ,�.,:,*;.,.-�.,*.-...:..,.--.;.--'.-�..- ..::,. _:.. � IW.;, .: - ..".- - .. . - .,.' : -:::,;.:.'-,.-,,'.: � W, . .,�:.. . - , , : : , .�' -1 I R""I"i I 1. .,: Z"', --.'. - 'r, . . ., . . . 'I - .... ffl � ..., I - . - L­: - .k .1 'E, ��"�.`-.`.,--.N�'�r� * .. " .. .. - ...... - �,­ ­*417.'.. _� ­ ��.�. I . �:... "...., :. . . . -�W,�­�:,-, . % �v , , . - - -::� .: - .: -* , . � ; A 4 .,,�,�;,�,....:.:��:.-.-*..*�:'.'-�. .. ... . ,� , , - `� ,:, .,.:::::,.,:.-., �.-,-­.­-..­ -;"; ­'­ ,!..-,,-*:..*-.,.4�:,:,..,:,.�::':: %, ,:.. .. _ � __. ........ _ .. ­�4, 42 ., I. -J"c,.-.`7-.,i -­.�:.--,:.,�_ �,*i:-�,�;:,'�F! , .... _­ .,:. . .... , , - .. . . .................. ... _:��,W".'­,.':.1.:; ...... -.� � �..,;-. .....:. ":.:: f '', ­ " , : , , - -:i.:-;-.­j,.,. , -..-' .:�-F�.-:::,.�,--.....:.*.�,.".', '. .". . ,;::. I . � I I . .. , - .... - - - I - , .. . . �--' F. -.%---��::�-�.' -*.`!*. -. ., -.":�; -:: `�* - - -- .. ­-�­..' . , �. ',k�� . - .�j, ,,, , '. - :::­: -'.'-. .'. *-.. .j� ....:�::-.-., ..,- �.-. ..:. , , � , ! , �.� ��x_ . . . . . =�.': ­-,::�:,., �-.-.�� ,-_-Z,:..-.'�- �.:.:,...,:,­�; S � . . . . .. I -:..� -�.'�.ez, ..:-:.. ..­ .-'.-:. - ,,i�k;:;*: ... ­11.' - .I.... ,�� m.,. . - . , . ".. , - - 1, �., .. - W"­ ,, . .-.! ." . ...:: k . ... , �; , , . � ...'. - , 6 ,� -, . . . .:.'': -.1 .: ., - . .. .1 . � .... , , - ; . �..� , . . . . 4. V1131, * .. - -.-. --i - ,!:;,;, . , .4 .., ..�;.` .:,: .:, � " t-, , " w!4.-.:.. ,,,, 1--', ..... , " .1 .. , V. ..,----, , . ,v,,' % . ..:.:: - - ....- .:::,. -.:.. N - :���..,.-��.,.*..",.,.,:,."..V�-� ", ,*:..... �,._.�.�, I R , , )� � .. . - - . .:... -11 � ... . -�:. -: --`:,�; ". '. ..'��, ..P, . . . . 40- I" . " .... I . . �'. . - ­-?!`�'� �.'I�,:�'71.��,*,.":��.�.,:::."""*, - , � ....­­; ..... ­­ .; -;, ­ . . . .. **�`;.'.,�4:. ..*, -o . I .. - :. - . .: ". . . . . . . ''."'. -�:. -, , ..'.. : "' -'*:'.:r: `� - '.. .. ... , -. � �_ . - .. :. . - % , ,,,.,� �--$V,5,1'-, - �:­-­,�,-,-,-­,--:- �11:::: .. .. . . . - * , " . ,..-...­.' ..,'-,,-.-...r..,.­._,.'..*. .. ...' §_­­­ I . . . , .. . _� , .; �:;'�,;­,:::_, �- ". .. - . -� ,� . ..�! .., , - �. , . : * , ,..-. - . . - . .e �'. .. , .. -.- ..:-.,-. -__:,j� - . .4�7 " - � .... � . � ii . . - ..,,,��,-��,,_,�,..""..'.�,�,,; . ,V�. M 'k f�(�W 9 - . . . ... � .'. �: , , ­ , , " - , , . .!�� V . . . . . . ::..� �, - ----::,.,-., .", . . .. ..`;"�_ _`:-_., ...If."." "'; --".. I * --� , `­` --,�.!�­`,�.',!.��'. .�'-. ..'. ..� _e" �.:.,- .1 I.... , . . . . -�,-, .L _. . I �.;,--,, - . - - - .;.- ,'... .. - .. � ..'�.,�...",:..:.�...,..:!"."-,..� _,�,:: , .,.-:,,,, .., . .. �. �, . ; - , . . . - . ._ _ .'-. _ - - -, - .� ,:�' '.. .-:.:,:-�*.'.�'-'.. . . . . - . -,?:�-: ---.-.,_.:!:. . � . -, . .. ., , . . - .<Ak��_--!,,� ---.,,. - 1.�Y-�-j.-Z-'.�*i�`�.,� -­.,-.---�.:::-��,, . ",' "t�`S -'-:�,-..---.�-,.-,.,,�,!.-.-!"-,�,:---.�--- . - - ... :..: - �:�Z.__ - ,. -.­­.­. '.., '.. , " . , . . .� ,!�-.',* ­.... ­ 'I., . - : , , " -, ` --, , .. . . - - , , . :��'�:,n .�_ - g,.,r.,;.-4l�-�*.,� � . . ­ . - - _ .. . ., ;,.. . .; ­.':.,- *�i, -*Sl�' ­.:..._;;,- �.';, �A�-,,�­.-.,-._: ". .. -.-,;. - - ..:.- .. .- � - �-. - : .. .. - - - .., . . .. . . _- . . ..­­­ � �� - ,,� . . : . .. . .. . � _5��_:. ,�, , .... ..�- � I... �KZ I ­- - ­­­'. , k .'..,.-*:-.` .. , ". . : . . .: , - , - .. '. - . 11�,4,,��11­ �'k .. 1, Sq­:;:-­ .�;,'.,�v-;;I_e�_... ., . . � � '_ . .- . ,_..-...:...- `­ . :-- . - *. ... - I:" - ­.. - - �._.! � " , g, . __ . . - . . , ". - - , , , ­ * , * - .... - -.' 4:,��,,- , &':,�,fi U�9?1 " , - ""o,wx � � , i, . . . . - I " " - -.141 - .. - 1. !.'?,�,�� ,� 7 `1 . - V,-,.;.�. �:­.., � -.:.�:::.: , , �': .* , " , I :. '.. . .. -� ..: - - -, ,I t ", , " , -11 `"��;- - .,..,­11_1�, , " I ��__ , 'DK.: �, . . .,- �:1, r. , I - � 1. - .... . 1. - . " . " � - I_ -_ . .. ­ - . -Z;t!�.-_�ep�!,,��:­ , - , , * , . 11!...­... �...... . .. .1 `.� -. -­. ..... .; --.:..*-,:-.-:!.: -.�:..�­. -.'..�.:!.' - -, . , ... ::.,:. -..-:: - -,:­1-1'­:,: ". '-­ 1'11��_,­ , I—. ... . � - - --.-.,.- ,4, V , - . -�., R 1§k1'._,1X - " � , �. . . - . . . . . . . . ­­ ,;�,, .."'. , , ­ .. - :......­- C., ,�', - . ... , CWW".1 1­1. � - I * . . . . ,_:-,-­,-*-,.,-`-` -,."�.,.". . . .1. . . . , , - - .. ­ "�, .., �­`5 ','�' , � , A. �,.'?� N.A. - --.,'� - "., * , - * , , - ` - - - . - . . -:: . . ;:.-'-'S. - a -1 - . I—— .. -­ .: ::,- - ., - - - .,?.,- .. " * .- ... .­:,__::0z, - . _'. `�,�.-,.,1:._-...-' ...i.......:.......... ... . ..'' -� -::`-.,�a -­�-._ .:..:..,. � -,!­­ .". * .- **� �:..,-*,;,�,,. ,­­ .�V'� I...,:::,- ,.� i? , ­ - - 5' WA *,�.R, .:. !,.%'.'. - ::_ :. .. .,. S I 0 gl�,,R��..,- % .Wi,. _g ..'.--,?'�!�� . . . , . .. -..-:, - ..* �. .. . . , :��­ �� �.�.��,%. ft,� ". � _.­,11:.',1_q7*-E­1­1_. ��, " W,;-,,�nk,' �:twk .. W ,.� . . . . il I . .. . I .. � - , ., :�/­:­ .. , - .. " "',.­ ` . . '. .. . " ­­ ­ ­­11 -,oQ'.�4.�;�,� ;,,. . , . .. . . " '' ", '�,-;:,.;,-",,.��..-'.-'.-'.-;..'��.,:, ,�.,,.�'.--.'.�..'-..'.-:!*�I'�,,r.,..., t:'-��,:..!-`.­,­��?V .. ...... - , ­_ ., . -,...:,.:,.­ -:. ,. - ... . :--:`..,;,::;'.. -1.V::-,!-.-.-,.L",.. ­. - ...... , . -, , M , -, I IN I E -.",!,�..�,�*.,.,...,;..,.".,-, - , ­�. - .." ''', .. .. .�_*..'-,-,.*�'..��;.�.-* .,-r..-,.,-,��,,.,`.,,.:, - " -­­ , 4 1., ��-_�,,,izm 1-_-`--,_.-% . . . .. .. 7 .!� ..:. . .:*.,..:.,::.*.. . ` , " ** . --�;.�l.,....'.�,�...�.,:.,.�'7"���.;.,.::....,.r..:.,,Wr,-,.,....,,:;�.','!-'.:.��-��P��,..,-,-.":..,.,.,...:�.�.4�i�:�"- ��.�'�, ?.. :.:.:.�:.,.,�-,*-�..!�..�.. .;..-� .--.,.,.�'�.�.-�' " �0.. - . �. " - --; ---, . . . - - - " -, * - "' " , , - .", -L� . _1 _ _ - ." ., W U.- ,., , , ., '8 , , .1 � : I . . . . I . . - f , ­_­ - --. -..- - ... . _�;,�-,:. - - " ,­ - . -, ­"��,'% �_� . .*. _,.::.:,; --..-�,.:.�:...�...':,..'.�,.:'.'.,"�-�.�;:�,'�3r::,:' _ _�%� " . .:Cc _.. � � '. ��5�!'-.,.W.,Vi��,, �j"4,,�:� ;%.� .� _.". __ - ��,­ -_� .. .:� , , - . - ,� * , . . .."..;a- '�,_ - �'­T. - � ....... _ '. , "'. " ­",-,`,:­: , - . - .., - - - -'� M.".1",".1A - ,_ ...�,.,.:.:-,,.'--,'.,:..:�-�.-�':'.'��-.'.-.":- . - .''..,*.:,�.""":"�.�"..,.,�.",.,:..-.'��.::-.�.-',k�""":,* �%*.,,r;�,t� ��­!_ . . , ...,. .. .. . , ,,, ,,, .. - - ::� � -:.� --..: .,.,��:�.".-.-�..,:,..�.:.;.,..f**.:, 4'. N -'-�.. " . - - -, "4-.."..t.,��,�Q.-'I'. ,.: . '-�,.-:,-�.U--i"�"r.,�.k--.-.-�'.'.'- . ., '. . - , �,_­ '' . , V, � . -.1-1.1 .1. ,. , _ k . . � . , , .! ... � _ . � .. ... . - - .: .. � , -,. .: " . . . .�. . .-.:.-'-:.-,-,---�� -.-'.:,!, :�. , �_ . o . - ­ * , --�".""�` ` ! -..:::::: t. .-Y. . . . r:.,..!:.' .. . .... -11. .. ,.- -E��-�J-`_ ,, ', .,_"`.-., .-*'-. -.._ �t, _�,, . . .. - . . . �:. ... ­ I . .. '' .:%Z,' . _ � , I . , i . . ....... !I-:.. -��.,.`,%�­­ .:: . �,.: .'. .�'­,.:"-:,�­ t _. . , , . , . 4 " .�., ... - I . . . . -:,.:,. . ­-.:-:!, . . . . ..;,:, --,.*%,�-.�.,;-',,.-'�i.`. -.'-':-.t��.�-..'�,�!.".-,j�..:�..�:--,. ;. ...:....:,-'.�..,...,.::...�.*.-.:� , - ..w , .-,, 4- " --�., .-,-, - .%.-,: � - i - � ., - 4i , _�. i ,1�sw',,.j, - i" 1,� - - TQ ..' "'. - I , "': - ;: .. . W, � � " W � `1 �' ,, , . , .,�.,-.-- � -'.�:.-:�. �.': - - - - . �i.-4p�'�','.*:, ---,.:-,, _'...". ;�� ,;.;,7_,._-, � - R �....I.ill.�."..�l'.1"-"".e-,,,�'��.. .,: "... -, , � !.- .. - ... _, * , .., . . , . -.*r,".,, .-', i , - . . � --.-.� -�,, ,, - ��:"_ "': " ................".....'. � ----..:.:--.-.----�:. ..,.I,.....:: .:�:��. ill ,.;. . , .. . , ... �, -,.".;. ... X ., � x . . . : ,. .X,� ... - .. , _ .. .........., . . - � . . � - , . .... . , .. ,- "'. - ',':,�'�;��­'.�� .. - - ,_ ­_­ , . ,� � . . r. ­ * , T� ."v'�,�-,q*.' .�_;,,"' - ;�, 2- ?,� -.,.i:' , - ,­ �� �'.�`,*,.�,.,;-"....­ . , " : .t_' .; � .,'�k ", .:. . , , , . : i, ,��, � - : ... __..:� .'��':--.-! -;-, , ... . . .. . . . . . .,.: '10 - � � I - - � . - � ..-C, '. ,�.. , ,_ " .t ..'; . �.­ . ... ..: .. - . : ._I�k:�z4i...` _V, , ,,, - - - - - ....'.. .. . . .. � _ �., � I— -, r� ` , 'e"" ,`-*,,, , , - � ... - � .. - - _- - - . .. . .: ­ . . , .. .. .:: .1, �' �� .-�� ,.,r M*Rt:,,tp%!�`,.� . f , . : . . . .�.. .. .�. .... . -.11". . . :�..'��."...,*:.,*�...*.'...'..",..."..-."..-*��-.'�.-,."*..,!...!..*--'.,.-,,,."","', `­" ....'.."*..*.'.,....'.'.....'......-.........'.'...,*- .--'. "...'It.." -` -.1 .-.I'.,.'-* , .... .. ... - i M_:,!--,,2 .,...-*', --­ -., , -.� 4 . - - - .... ...... I I " � . . . .1. . .'.' -, ." . _ ..., ... ... .. �. - ..�".'-_''.'� ..' --'-_�'.-`-_*.,.'-'.. . .... - t.,.* _--'; _.?, , - ,,� _ . . - -�'.. , . . . . . . . : .. -.74"",.:�:,i�'F..."..:.;:..:,�. !.... ..... - - - .... � . . .. -_-.-,­-.­N.L t5 . . , , . ..:.. ­:..-:-�,.,..,�':.,.­-.-.,- ...�.'�,*,.-".,�...,;.".,.:..�,.�,:.,�,,. - .­ , . , . . .:. ." . '... . - - "' - , . .. ::-'.-::.-�..-.,* ". - . . , , . : . . . . - . _ ._ . . . ����,�,�,,;.i:.'.�-�...,7�*..�'-,-�..�."....��,,','t��-,�i"".O,�".,�,-i-�'.,,.....",���.,�'-��-.,�,,�,�-,,� ... �-.Izl",.;�"-.-�,�,�.,!W-,,)T, S-�A;!­�, ."M _1_.­`­;__ �"z�:��,�,-i'��.���:.�.��":��.,','�"--.�.'.�.���:�:.:.,:�, . �_. . , . - - - -";-- �_ " : _,�� WN`­­"1­.11W­, . - I-- ", .. ", -.-., I - .. . . - , . !:. . . - . .. , - .: :,:: - -:. �.-..'��-.-��.'�'.,I�*.-'��.'-,-:,.i:, .� �� " , _ .1, � "q., . . . . , . - , . - I... �,,��'. ... I..... I -, �­,.,.-�_. - .. ... , � , , . , � �, . ._� ... 11.1.11- .. '' . ,,, ., ­11 . . � __ ,. � '' __ . . .. .1 " I �,;- - ­�f,.,..,', - ... "..I., .. . . ..��".� _'! _ . , ­X. " , ... �.. ­ , - �z, - f" -.--C,��, `�� �, -*., -&,.'�' " -- - . ,:,Z1. � ­.� I ­ - . - . �. , '? , - . � �w .7', � - - ,�,-. .5 .. - ''."t . . , ',�,,�� , . .. . - - � � - , - r , , 7 .. .. �":.:�.",�""*..-.t"..�.:."�'...�: ­' . .. , ,i�­, � . _,�,: , - - . ­-:-:--:�--,�.:...:��­ ...%':�*.`,,.­..* i',*.",.:�,,:.,.*.'...r...:..,:.,..,,,,,.,:.� -....,��i�,.",��,�..,:,.:��'�.�.- -!"�f;lt�� .�:_. - '. .-. .ti.��. �:�...... ...# ,,-'� --_--.i,, -`�.-, - . � , -. - . .� . , . - - `,!� . . " 1. , � - , . . . . %,-,:-�':..'.:�­�Ln . ... . . . - -, ,W, ..'� ... ::*�, .'�::.:., . .- .. .2 !�,'� ,��-,.V.t��,li��-,.Ii�,,-,,�ll,�","!I . - ___­ , . - - f .g,.. , ,_� . .. , I � , " - �� . . . 111 Ng ,�,. i7 . - '. I g, . . . . . , ? :",i . -ig - _. � , gg,g ­.` .,: . �... i., . .:? i��'_ " � . . ,%. , . . . , _� .. . �_Yi.-'!r:�'..�' , , - . N. �.�,�:."���,';�'��*'�,',�...:..., 5--en'. . . 1. . .. . . , - , .:-.,.-.-%�:.-. ::, ,:.. .. . . :..1.:::-*..*..-. .�; ... . . . ., . ��. ._�.,,:-'r... � .... ,:.:.. �.!_ , :. .. - '.,:�.,.�:.,.�7., '..1,.,.1,,j4,.:..'.1.,r � I -.:�:- - .'.::-­.�,�*iv­, , , - �': . ..'. :: � .. - - -.::,i, - -�� .��­�g -­-,�r, . � . .. ".. 1�1 .�A . .. - "a".0, ..: .,,.,� . . ")A- . . - . . , , . . .. :.�::...-,...:�:...%.:..".".�--:�:',.,.....,.�: �.......�.,-,,-...,'.".,.-.:.�.I.��i"-', - .-�` " `: * "; , . ".", ,,��t , .� .. .,.. . �; , . . : ... , . . , � I ...�..`.�:`...`-_;,:,�.. .�. M. �, -.1 '. *. . , : , , * , , , , , * '''' " - -,:-.'. �::� �: -,.. �� i�', - ­�:,­..."... . . . " .*.,.'."*' """. ", - - - - , . , .. . . .. . . � .. - , ._�:.�. - .,- , ... . '. �,��;�:.:i �'�. ..': - - I . I.. I - * ... , . .:. . - , .. - , "' __ . 'q . . . � . . . - ­.- - - , , , , %,, �-..tT�.'�""."%".",*��-."��;"-,�.*F�"5""..'�'I'li N :� - - ;�, .�� �, " 1�. ­ ... . ., -, .. . - , , . , . ffl. �A , -_ ,­�� -'�*�r_,��;If�', .*-,�-,,.�.,.,."�.'�')�-��'.'����,�k..�,"':'��-'k'':�, . - . . . .. ._ ....... ;-­: L �, ; ". Mh '.. . , ._;,.,. --:.--�� � , " , _.i ,,, .r ,", . �.;­, � , - . I . . I I . . - - - . - - , , e � , � �_ ) - , �, _.'Ii. j� �� . - V�,!. �LA:: . . . - 'f� � . , . - i. ,,;,,�.'� ", *' ,�", � . - .­11.111k�W.V­111�� -�.'�:'... , ., ,rl.,- , , - . _ .4,;,_ � . ...:. � . - ... . .. .. . 1. . . . . . . . . .... : ... - ... ...­1 . "'a ._,___, .." . , " , , . . . .. .. . . . . 1. . . . .. . :-.`:.:-..'.. ..-.�.::..-- .. .­.....­.­. .. . - . . , - " , . I I ­1 , , - - -, ,�!,� �!S " .. -., - . . . . ... - - , , .,., M ,4 -. -�, ,-, `,'i�'-.� -� :..: � �..., �. ... - ,:.: , - - --�' ".!;::::.,. � ,.,.,.-,:,.:..,.�:..-*..,�,,�,-".,.��.",�'*�,�., .`n'�� , !.�* .... . - -;.'J� ,.:: : r. . ..... : I .. - .. - I. .­__-__-_.- ..­... - -� .:.;� -':.' .: _':-� � ,'. -,-::.r,.:-:,,..,,..,_-,.- .-:. .. ,�:::-:�-:.,..*.---: f.-'���;�,�,:"*".,...!!:,-�-�.,f.�,.,-.;���,;.,:.� . ..�. , '. , _ , -..-, - ��.-- �:: .*..-.�,: . �::.'..."�`.'. .-, - .,. - - - ... _ . .� 4:-.'�-�'-'.-�'.'.",I,i!,�;..,�.:'.* , , �'. �.�".-.;:.,:�!­%:­.. 4. .. �. ., :'�� .: .. - - .. -��-,..,-.-,.--�,:.� : _ - .. - .. - * * .�'..��..'..".."..'��..-'.",.". .��.�".,:.,...,....*,...,..:�:�-.,.,.*.-..,��:,.". ..-'�:: " �. : , . ..�..­.��,�, � . �. Z !Vv� . . . . . . . , .. .. - .r..'......................'.. ..'"."I"I"""'', " . . ,:.: .. -_ - - - I - - .. - . .1 .- .. - . . . . ., .. ��. . ., -�� .:., .." , -,'Q%,.'-_ .,::::�.'f,'�'; . , . . . . . , . . . ­ . - 0. . " ��') � . . - , , - � .1; ..­ %%%... lar-i I M1 �_�,.Affll � 2 � .-� �,�'� �. . . . . . ..": ­.� ` - , ::..-..-­.;-:...�: ...:..:.-, , ", '.-':-'�.::�-,.:...:.;...:,....,. ,,.� - -, - �% Y��, * - . ­'. . ­. '.'t' ,...,--�:,.;,...,�'.-*.,-,.,-..-..-.'�::,�-.:. 4� , ;�� .'�,',, .. . . . , , , - . - ... .... ... - . ., -­ -,".Z.-.. .: -. .., , ---- .: . - , � . . . .., .: ­:�:: ,::.........,..�........,...,.......,.. -­....: -,--- .* ­ --::.- ..�. ..c�­;­ - - - ,�-',�. ... -�:.*.'-' .',�-..,-_.;-,:.,..::-,-..- .:;.-.-.*-.. � " " , , - ._,!:�� ,� , . i I � � 0, , � . . .. , .,: .. . . ''. " , . _�� i�,-.����,�,,'��-..r;v�:�-F-�-�-',';;�-.,..:,:-".,:.-.', ---�';­­:- �­.-T,i­�.,.-.-.­ - ...... �.­ .. .... ........� .._ ._,.,i­. P; -1 ! . � �, 'M�,P_ * _:� �,AVR,,,W "..".60 ... -�47 �, -�-*-.-.' ".,--.. ,. ..*.' z�,..-:, ..":': :: . : .. - ...- - . .. .. . - - . . , , ,,� .. . . :,-.-�,:.,-*%: -.?�-1:..., ,:..:. !-...:........:,:,.:.,�*..--...,:.,,.:..-. , , _4__ , . - - I ­11 � , - - - �!,.- -�'. *;. :, : r: .' ... . . . . - :. ..: �-.,-,� ..*::. .;:,-,..:%,.,-.,--, - _`.;­-.: .... .. : .,.: .. .:. . . . . . ,;..W. . . - ., , * � _ , , - ­­. , t _i, : ..'::*. : . t .", , �'_ " � . :.. . . . .%*. .::: ., �: . . I , - , j 9L ,� , * -- " . . , �- � . - ;:­..... .. � , , - _ !�. . , , * " , , , , , * .. ..., ­t�,;,­­ �� �_ I... -.1 W., 1��--�;.,�, - . . - - . wzzl 1�p',­.*--�.�.`.:y", ,;%,. `1.4 I Z,"."", _­� I ., � :-. , -,,,,- , * , . .. .. � . . . - .. ... - : . .."...- .1... * - . - - - � � � � ;2 � - � ". i .�. ,. �­ .:. : : I . . M 0 , , - - - I , I , - - I , I , I I , - I I - - -1 I , I � , , I - , - '. , , , � . , , , I , , `/ , � ,� T. z­-­ , _­_ " ..- ­ . ­ -�.,-g, z._, Z, -.t�., 1. ;��;A - .. .7" .. - "..., . � . 'gw'�Ti. & ... .... 4 .., `..%. . . ­­. . . . . . - � . V , .�i.`,;:I�`­�m,k�:, -:,-� - - - - .. 1,_ ­­,�M-­-.111 - -, '' ... , *� ,,;., .; � --, " �._ - ­,�, �. , , ". ". . . . . , , -:�,,.��-��--,--,-..' -�-.%�-,:� .:. �, ...., -, " Y,`­--�, .­,., - . ­ . . .- ... ­. . I .. . .... .� ::.:::.�:.,.,..�:.:....:,..:�::."-.����:.::;,...,:..:-:.:,..*..-,."� . .'. - �:. :...:.,. ...�:.. t;;�­.'...;�.... .- _.­­,­ .- , . - . 2 . .�. . I . - ,2",..'� W Q! - '­ .. . I . . ., 'it, .. , .. . .. .. . .. I . . : , . - ":: " . ... ...... . '... .. I I - I : . ,:.: . . . .0. .. , . .. .. .: � .. .. - - ,:: , " �:­ !.�:, ,,�:.--:: -�::.:.,-:";..-.i:-.. � -�­7. 7��_:�', ' ','.'.�.'--'-*.*-'-.':.i`�, -.;­-� .� . . . :.::�. . - . . - X.t,,z -.,.'. ". .. ,�` :.-.1- I .1.. - 't , , - .,:. . . . ., K , " A— .. � . . : .: Z,: ­'­..­.. O� - .. "" - : ,-.�� ­,r.'.,, ,F.,;�i`­ 1.11 , I '�!� .0..-.1. ­ - I ---:,.�,.:*.- .. - . . � . , ­.'­­'.:.: .. . ,ig.;-�,� -.-�.__ - . , , - . � _�� V, - - , - .-' ­111,W ....".:.''.. 1, ��. .. ....:,., - �� , `% ':: W � . - :.- . - - .;..: � ..... 4.1- v �­ - 14 ... ,. i, -, -7-,..f7l..%,�`,� -.-'�""-:..",�i,. � . 5,,�_ - R.Y ­�-M­: - ::.": - I . .. .. - , ...... ..: ., , . , X - - - .. - - , "' , -, , -,-!;-,,��.�� -�--,- -�--�l"--",.-.*e..,:.,-,fp�.F!";"..,.�,:�14;;- . .. � .. . :.: -:�: . ., -*. - ,` - - - - . :'.- -.::,,,, .-.,:*�, - ­­1 :,:��� .f�'..::., - '.. `..'.." , , , ,I ..."-.,-.�:-i-:�;��,,.,�."-.,�.-..r Z..".., . �'.�,�,",­:'; . :::.. .. - - -:-:-,-,:.-'-:­ ;..�.. ---*..-,:,-.,.�,::.: . - . -, �tk ­.� . . . * . . 1, .. � .. s . ''. .,-.. .., . . . _� ,��B.F ,,, - -;: �,_,., � -�� '. --..*,-.,..,...:.��:..A",..�*-���..�. .., : , -�O-: , - � � . , * * : . :,. , '� - - -� -"­�- , �.,,;�,,!,'�,'��!:�'- -, , , , , , , ­­ .�,,�,.....�:-# - , ,2"N. - .- . :. . '' . I .. - . .... , , r ,:. .. .. -,:. ..:,.. .,*. ." - . . I * , - - -:--,:�.";,;g',--,----:-� ,�,�`;tl*�.'...'.,,,;,r ­..­M", f � , , . ` ­ - * , 6. ,;;,)� "�3m,'��-.'.-i'--'.�.",..-,:.,-.�...��g,.,.", ._,.,,�-',;',k�,-' .�-,-'.,-.',�,-�,�,.,���.,',�...,..*.!,,*,.,.-��..-..,., , , , , , - ­..,,­.� . , . 11 11 . . . * . 1".. - .., . .; ;-- : . . ; :.-.'.1-­� .%��j� .,.' ..� -:,; , . .". - � I �.; '­. . I .,:..-­.. . -, - ­�­__ , - , - * - . "' �::: " . *. , , .: , , , .'- . .,:.. , - �.,_ 1. . - i�­.­. . 1. .. ....., . . X�,-'�,.-_ �:., -, * - ,.,... ,.-.�. ..- - .. � :­; - ,.-::.;:* * .� : - . . � . : ...... : .. ... . . ..:! . .. .: -.;� .. - . - - . . . . . . . .: ... .,:: -'..' - : -.': t.,.' . *::`.:''.;: . -.-.,.: - .-.* .:..'�,?*.,."�!;".�,..*,�'..'�.!,.l-.-* -.- . , _e; .", ," -'.'.T-T"-*"-,--�?.`.'� JtNM..,--%--`:�-i-t� .4:-_!"*".- ...f.-; .fF,��,.-..I...,.,.,�'t,�,..",.*.,��,'*- �1,i.'��',*-;�.,,_', ;-, -­:�-,`-_'i.-,.,. , T.,2" "' : �: , _. � ,;.; ".. , , , .. . .. . . ­ , .. - , . . , - . . . . . ... . , ­­-­.,; .:, . - : "M .: ­. . .. ; . . ­ . - _', - ­ . . ,�, � ..."., -; ­;.- *..'-'.. -.,.-.--.--,..�,. .. -1: �,:: .::.' . - ....... .:.. . . . 1. _. . '.... . . I I . . , , � ., - . .. . ­�:­:­. ... , ! .. ....., - - ""', ­ - , " .. . , - ! _..' .. - . : ­ .. , * -. :.. - �: - *:.: '.' - , ­.: * . . . . .. ;` - "`:---.`-"*".'*. ,f,-.., --.� , -, ` .� ... I. . . . .: �.�. I .�... . I - .: * .: . , . . ,.: . . ..;;, . " : �_,., �'�`,_:" * � - .� .. , .1 ": I - - - --""� .. -,�:.",.` , , .. .f.: � �. �,� -,�; -�; .,* -�� -. , -.0.N .. , " , , . ;,..: : .: ­.;., :. .. �... . � , .-­:..:-'-.',- ..'­ *_ , ,�. i rl, -, . .. ­�.,_ . : - : . .,.:.:.,:...,�.,:."".,..,:.-.,.�"-.....:- .,.:-.,:.--..: , 1 , , , ''' - , - - _..... , — - * z , d, �`.,,:V ­­­ . . . . ­ - ­.---­-' , f.:.,-.-,.., , ..... , _. , - _ ­ I - - - .; �..-".�'�,,".'%.'�,.'�---.-":'.-'�'r;��.'� ..",­ - __`�*3v.*', � ,,,, _�.'. . . . ... �--1...--.-....:-:- ­._� A , .. , , ,��. ", "; ,,, � �,� .1­01.�­% .11.".. ­­Z; I- � - .. - . .. _ . ���. - �. ., .., -, -.­� -* � - :: -. . . , - , . . _:�..., ., - ��f , ,,,, , , - - , " . . .. .. r - - R - � �� - � , St. ...::...,:��,,.,..*,.,..,:�",-.,....,�:.::.. "' - �;.­ - , 'ji, .. --�,'� -.�,,'-� _'. -'.4� �'., ..�Re`. - _ . _. �.. ..:.. .. .: .: :.-..':-*.-...,---:,-_,:,., "' , , '' , ,:�:�":.,..-,��.--�,..-,.:�.-,.,:.",."., .., .­ - ­. -, - ­- -..�.. ...'' - - .,�2�j�, .. : '. * * . . , , , ­, . �, I-- ­�� _ - :_ :- ,."A,l �-%*--�,�,_'N".' _�' ­'.� -, .� -, -.,..� ..... " -* � . . , ­- ...­ . . . . . ;i-,-,"-_'1_ . . � " ­`A`� , -,x-.�� ..... , y - , __­ � .. � M ", , , ­­ t X­V,�,`_? ­­­'; W � " . -.; .... : , , , - .� _", ,;%-:�:. '!m"!i.-*--��i� 11 �­ i1' " -; . ,:­ .. - - . , ,V.- � .. . .... _E":' "' - ., ����"..'�;..,...-'-::.:,.,.....� . ­.. -.r�'.."Z.',:;.,�;�:�t:�.,:,,.-. z-,�i.1'�',�-.'....,,�..,..:**.".".::.-..., ­Nt.-, , �? .-Fi'AM F�`�', �r��.q �M _�" .. .6... I. . . . , :,. ":...; 1. ".. �,,� ... r'. .. ­_­,..i..1','!$_,1 40M," _­ , . . , - , - , ,__ ".." �.� .... I F: -, , :' - - - , . ". '::* .. . " ... - , . , . , 1!!..'1...1:.-.'..� !:.-;.:,.-,.., . .. .,. . . ,_ ,.-,. . ".: . . .. , . , , .. ::-..I'. � .'. ., ..-. :. �:,.,:..:� �� � -.,.,..­-.:`. ­.. � .. I ­ �. ,7..;. � . , ` , _ �, , - . . ,� .1 . . . ., - - - . , : 'A"�:��;��..`,.,% IM f, � I . ". ,_ - _551.111", -.11", ., . . . : . . .::": - ''.,::, . _.. : * . -:� ­:�?, -,:1.."v-,.*. '1'..;5. , �'­­­ . I I i - r, .-I.­�-T-�.t:f-i�.."..-t- , . . . . ... .: - - *::::: . '' , . . .W., - * , - :,::-. .f'.' .*;,.,.',:',,-�:�.� g��, ­;��;.,;-,..,i�­. .� , . 0. , ­. . Ro" ..,.:i, __ . . �, , �... %­­ - ­11 .! : ...... �*`­"`­­ ,� .. . . ,�:.... -:.� .., ... - - -, ,�": 1. ...*. - - . � .. .: "i, ....." . . ... - .. - _ - , . C..,.*..:--�-:,::::.:..,�::,-�.�'.�7......:-..:...: I .,- "T ",-�-'.�"y��,��,,�"".:.�,-..-...-.f...?�;.�-��,'�.�,;�-.-',','�.�,,��.-�:�".;,��";",���,0...,�,..�--,..��.�. ,-.-��.�,�'�., ,.::-,��-,�,;::, ^ W -�;",-�'.�-�, -;:;,�..I.;,'��pi,."4 .`."::,. *,._..... .. ­.. ...---,,.,"!,.-..,----. .,,,,., .'...�,..,.... �.­-- ..--,---,-* . :-.", .: ..-- .. I ` � '.. -.,:.-... _..�---.'��..'.:�' . , : . ­; - - - " � � rM I ", N­ " , -, * " - ... ­­ - '�::''-..,.:.:!..-,��',..-..,.�:::�:-:�,'.�..�.� -,',��:: -, ....", .­-i,:M5�'...-.`­KN:5� � . . . , . a �M.6 ." , . . .: : , I.. ... ­.':.r­ ­­...': - - �. -, _.. - . U­;-W.."k r.,-,::.;.,:*.-- .­_-e.. .. . . . . .. . . .. - , : ­ ,. . .. ­� ". - ':: " ... ... _�. ,;- _..; _� ..:,-,. ,:! �. - __ . - � .", , .��k..-'.�..!.;"�;,:.��":::.�:"�: .::,. 1� ­ .:,:::,- .::*. -.. .. . - ..';���,'.'-�::.-.'.�,;.f�.":-�.,,��--': . kgg' --.,� -,,,,,g,.,, , � . , -,".. 1 la � NO, 0- "r,-.­­',,1.--V-­ : , , - . ..::.. -, . � . 1V11W.1__..1�,::1 ­�t .';�.'. . . .. . � . 1. _ .. :--�­ , , .. - - - - ... - - ,::`.:*--..:::.-_..­,-%:­* �-....:::.::....,.,...,.:�:.::..:.: .-�.:.,.-, -,.;-::7-.-::�r-..:;:. .-'. -.;T-,�' . .:: .. -.�,..�i..,...7:;:i:1"7:.lt7F.-.'.�..,.:.....:........: .-,:­.."­.:.--::,.­ -,�. -.....:.-.:- '.,-..:......"-.,�i�,��'.�-i-.;. I.. ...... ._...-..� �.. - .:, ..'!�: ,. . - ..... .......:..,�..*..*.�.*..,...-:-..�..,..�'.':.,:.,�,�.,.,...�,.--, .... '. , . .� . 2, �,.j..17,,� ..: . *.,.,. . ­.­' .. ''. - ... - ..... _. .:�. .:,....,:,.:,�'.',*.,".�:-.'.,..',�-,:-�::�*:.::;�,...--.,::. ..�*.::­ . _�_�i,? �__;� _A" ._-4�,* - ---,�: . : - �_`� ,` . � ,�..�,*..:...-�;':�...*:.."..".,:�.':� , ..:: ­,�:.,!. . , _� -, ,,, . "" . : - * " .. I. ­ . � I I... - ... �:: ,'. � �.: . �� .., ...� '. ,-, � ii, I . . . ,.: . ... � .1,:t___ .-I'..-- Y 11 _ j ".... . . . :- *: -,.: ,..,:;,* - ..":: ., . . . : - . ., .,,.�'. .. . ,,:,­,t-�W'�,­­-.l . ._M ..�� ..� -, -,'.4 --- -, . . . . :.:,.... - �:. . . . .: ... M_ . ... ,*i.. �m I , , ,_,� .0 . . . . .,: . - - - I - - - * * , " "" , ''' .- --- , .. . � . _�, �, . ­ - - ... � - ­.­.. '.....- �.'' ,i:��::-* -"--,?!:.'1.,:.,�r�.­!_-'.- ....1- ".2".111;'. 1-1.1, 4��- . , " , .�"."..' , . . ,� ", ,�. � ,,�� . . ..� I .. "I" * 1, , , , 'A _ " . . ,,3,)��,w " ..� '. V� � � . , * - - ..`- .... - ... _�_. . ....... % .. . "I.... 10 *�** ".... , , , , " ". , ` ". , , � _ 10 . �.. - ::,.. :.. - . .-.� . ,: ... ` " , - " -, " ` - `., "' - "' ­"` " "', " .: . . . '. , IN , , �_ t�. . ...... ... -­..---.-.------.-­- -- �s _ .M.- �--.---, .......�,...........�,-...,,......-.........-�--�-..,..,..,....-..-�-..-.�..'- :��'..�'.*.-..-�,�,,',*...,':,.'.�,-,.".":. --�, R­*��., �'),� ­­ - - ­ .. ._, , I V. - .11"" .1 , , ".,�:. __ . . ,,� .. - - .. ` .: - �..-J:-,.: � �:,...:: _.-..,t,��­ � __ ._�., .. ... . . �..*..."-.--......'.'..'l.'.*."..-.'.?"...",..'.."....".-.'....."..'."..'..'-...."...'*...".", � - - _- - .. .. - .. ... .... -! , ...' . IM -, In - - * - . . .. .. _ -�'..,*� .-' 7- ... .-.... - - -1 -L . . i-, ---.'�'.-, ,� 0 :., -::.: .- ..... - - - � - ... - - .. - .......... ..... _:_ - *_.",.,?.01.1,! ... , . ., ,. �" � �: _�k-';� .,4M... -*--A'..`,`.--'4r�_i, -e....11,-.._ I , - -, .." 7K t� ,_.�-, .* --i -,,� ._"---.,.. .. . . .. ..'... _.......... ....... . ifl 11.111 VA . . . ,� . . - - . , , "' "" , - t 12, ��. . I .� A �,, n, - ,,,, . , . .... � . -:,� �:., -:-.��­'..'..':.. -'�-.-::`.:�.'-.':----.'-_-; ­ " -, , , ", - - - - - , , - I I . . . . .. - .. - . -- - .. -... ... . . .. I . . : � - .­ .. ...- - - - .. . .. , ,.-:-.,.-,..-----,...-,--.--.. .., . - .1 ... ­­... - z, I '.'.. I . _--.--,� ....'.4. . , ` V111 -.I- -i - I � . " - �:...., -....�: - : - ., � �: - -."...--,..--.--.-'--- � . . , , ` . . . � !,., .. - - ­,� . , ­ - , ..... .1 . . . . . . , . . _. '... . . . - � .., --.,.� . .�'..'.....-.. ...., ­ ... . ... :.. .. , - �'* �, .*.,--,..",-,; - - , , . ..,. .... . . . . ... . . . : �.--. .: *. � "'.. - : . ... . ....: � . .�:: . .. : : .. '' �, - .. . .�:: �:."...... . .�:: �:."...... . .�:: �:."...... . .�:: �:."....... . .�:: �:.".. .... . I . .�:: �:."....... . . ; : .. . .�:: �:."....... :..:. : :,. , ...,..: :,., . - ­ : .. '.,..-'. : "" " ­` - , , '' . . . � . ­ , , , "' .. ­ . ., , ::1.­,... *,.,..-. .. . .. . " , *,-* " , " � , 1, _'� . . . . � . . . . '' - . .: . : �� . .. -_' , . . , . ....`- - -1 I - -I . �:*: - � . . . . . I . . . . . . . . * , :.,:.,:.:.-. - .. . , .. .... . , .:,.:. : .-.-­-_�*-, .'-..'�',-.,r-."--.",!,-.*,......�.-��..-...,-- *`-`.,��--,-�.,.,�,, .,--�i,�i�,��-..,--�f"%�"",.:.-'..'-'.,.,?.,".�,") , " .,::.,r:-"._,..-..,:-",.,,, ; -. .-...��,�-�--�.�7-.....:.�....-.'k.,'�,��,,--�,i"..--�-�ii _�'-, - . . � - : "'-' ­:­::...,:-,-, �:-- .. -.: .:_ ___.- __ ..., ... . . . .:...- �. ... , .,:,:.::. - -, ... I 'I - . �. . ... ... . . : �:; . __ ,". ..............._. .. - - - ". .." - . . :::. . I .��:,;­.,-.-.: -,i.,'..'.;."....�."",".-,.,.. . . . . . . ......;.._ , __t " .. , , . '' . . I `._.�..*. .: '' . . : . .. . . .. ­. .. - : ­�. :.. .'. *'. � . - ."'"'... :.::':-.­:*-�. .., � - . . .:, .. - .. - - . . -�.:. :.: :-`�, :,.., '. , .,;...::: _:-7:.. .�� - f'. -,.: __ .__ .... . .''. !"'- . _ - - -, �`--- .: . ., . .. . . . . . . - - .. . ,., . ., V.�p.q .." -'.'�� -"-.AMf.-�',--?_ ",, - . - " - - - . . . , . .. , - "'... . .. ... "' , - � . .:. I � .. ­ . - , , .1. " - .. .. �'. . -.:: i . .;. ... !:.., " .. .... .... . .. .. . . , , -:'� - ..­ .: .­­ . '.. -­:...; '___ - . -�, .. ` , , - - .. - f .- 1­_1 .�-._. 1. . - �* .... ., .. "., .� __ . ,� .. .... V. , '�"" � , : -, .. .1 :' , , .. � . . . �. . . .�:' . . � _;... .., _.".. ?. .. .. . . '' . .., . , . - I . . .: . - __ . . . ... ..., � , . . : . . � .. ­: .'. . I , . , - . , . , . .-. - :. : . � . . . . �. �, . - - ..,.. _. .'........" , . - . - -,' -!'� - � -1 PN--___.`� � . . , .: - -.�; ..� .� .. .... , "" ...... __. ... . . . _� " . . :.,: , �.' . . ."M'.. __ __ , . .,�..S. �_ ..... - , _1 ... - - . . � . . ..� " "... ..... ,.. . - . ., . . .-.-:'::­'�. .'..".- _._..___...;. �....__, . , ._ 1-11'r - : - .. .� . 5. ;J , ...*.'.'-%:'�:-,�,"..-_,' �.'�.�...-�,�......'�....-.-..,.. .-I.-I...'.......", ,�: . . . ..... .... � . .. ... m _, . .�... ,��. . - .. . . .� .� ., . . . . . . . .. . . I - . ...... L. . ­ _. 11 - . .. ­ . _;� . . � .. .1 �*_ . . . I �, �. � 1. . � �11� I � . � . . I -1 , j !. - .1. I � ,., I . �, . f I . I � . . .1 ; I - : �� I .i . . . � . I � I . TMP 059D2-02-OD-9, n/f Charles F or Sarah P Dubose Deed Book 2974, p 400; DB 2737, p 694; DB 2650, p 640; DB 2188, p 684; DB 1618, p . I i G. Compliance with the minimum pavement width, as shown' � ,,,,pn the typical �� 13; RI pavement/road section detail, shall be strictly adhered to. Ex''Ceptions will not be I - . Current Use: Single Family Residence I allowed. . p � I � 11 � I I i� TMP 059D2-02-OE-3, n/f James D or Caroline N Satiral ' H, All traffilc control signs shall conform with the Virginia Manud'l for Uniform Traffic I . LG�,�-ed Book 3112, p 478; DB 2602, p 584; DB 1945, p 19; DB 700, p 263; RI Control Devices, latest edition. � . 11 1 Current Use: Single Family Residence ..- _­ . �;, ,�� 1. Unless otherwise noted all concrete 4p'e shall be reinforced concrete pipe - I p TmP 059D2-01--15, n/f University of Virginia Host Properties Inc I ; Class 111. i . . .1. . . Deed Book 2933, p 80; DB 2056, p, 87; DB I 1 22, p 487; HC - J. All excavation for underground p! pj6 installation must, comply with OSHA Current Use: Commercial Standards for the Construction Industry (29 CFR Part 1'926).,, 1 . TMP 059D2-01--14A, n/f University of Virginia Host Properties Inc , � 5, , . I . K. All paving, drainage related materials and constru'don methods shaii conform Deed Book 2056, p 87; D B I] 22, p 87; DB 658, p 3 (Plat); DB 486, p 158; DB 478, p 4 to current specifications and standards of VDOT unless otri�rwlse noted. 128; HC . . Current Use: Commercial . . . I I . I I 1. General Water and Sewer Conditions I I i`� I 11 TMP 059D2-06--D, n/f Ednam Community Association Inc. I Deed Book 1475, p 185; DB 847, p 395 (Plat):PRD . :_ � A. Work shiall be subject to inspectio by Albemarle Count . y Service Authority il � Current Use: Open Space inspectors. The contractor will be re�iponsible for notifying the proper sbrvice . ' I authority officials at the start of work. t - � 11 I I . I . , � 'rMP 059D2-06-OD-1, n/f Ann H Moore, Alice P Moore'and Elizabeth Moore Chesler I : � - . B. The location of existing utilities across the line of the prop �. osed work are not . Deed Book 2639, p, 362; DB 1554, p 17; DB 870, p 739 (Plat); PRD Current Use: Single Family Residence necessarily shown on the plans and . where shown, are only approximately I . . correct. Thie contractor shall on his 6wn initiative locate all underground lines and P - � YMP 059D2-01--13A, n/f University of Virginia Foundation . . structures as necessary. .11 : ,� I : - , . Deed Book 2712, p 325: DB 2075, p, 141; DB 2056, p 87; DB 1074, p 666; DB 520, p 572 (Plat): DB 520, p 559; HC - " I . �, . . C. All materials and construction shall comply with the current edition of the . � Current Use: Commercial . general water construction specifications as adopted by the ACSA. � _�, TMP 059D2-01--13, n/f University of Virginia Foundation . � I D. Datum for all elevations shown 'in National Geode.fic Survey. __ � I . . I . - J� � - - Deed Book 2712, p 325; DB 2075, p 141; DB 2056, p, 87; DB 1074, p 666;HC I I . I ,_ F- T�, 4 + k 11 �, 1"I $ -VIC 1. 11 ; � 4.1 . . . I - ­ ­ im '' ­. ­­­­ ... _­­­­1 ... ­­ - ­1 I I . .. . I - I I �_ . w. I I _ .. -1 - I - I I I a . � - - ­ , ": 0.,�,, . . _ ?,;-,# OA'X I I P 01 F ; " . 1. " - - , 1�111. 1 1. 1, . . . .. � - , . , , I , - . - I d I , - - , . - I -_ a I � I I � . 11 . : . � , � 111111 . . I - I I - I � I I � ___ I . Current Use: Commercial . . W %Ili" I \-A\, W1 a "I ,c;; luapv"a 'ZY V1 "V y "y IVI 5S ki My k I -CJVV-,JJ/_-/UV 1). . � I , I ; - . Site Context Plan . . . . . . I . I ­:, I � " � 17- , " TMP 059D2-01--14, n/f University of Virginia Foundation .�: I _ . F. All water and sewer pipes shall have a minimum of I 0 feet of separation and 3 1 . feet of cover measured from the top of plp�&,_'over the cehterline of pipe. This . Deed Book 2712, p 325: DB 2075, p 141; DB 2056, p 87; DB 768, p 263; HC . includes all fire hydrant lines, service laterals and water lines, etc. I . Current Use: Commercial I � . . I . TmP 059D2-01--3, n/f University of Virginia Foun . dation � � I . G. 20'Wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle Service Authority, except where the line is in a public _� Deed Book 3159, p 108; DB 706, p 745, HC . . I . road right-of-way. . Current Use: Commercial � I I � 9. Datum and Benchmark Reference � 1 I I . H. 3'min. separation required between waterline and storm sewer culverts C� , ---, I I A. Boundary, easements and plat data based on surveys by Thomas B. Lincoln separation,when waterline is insulated. Use 112" thick therma-cel pipe insulation in 3'x* sheets as manufactured by nomaca, inc. or equal approved by albernade Land Surveyor, 671 Berkmar Circle, Charlottesville, Virginia, 2290 1; dated August 1, 2005 - county serAce authority. Insulation to extend 5'beyon-d.centerline of cul-v-...'�t !�- . B. All elevations based on assumed elevation Benchmark: Survey Control Point both directions or 5beyond ends of culvert when parallel. . I . . T-2000, nail with flasher, Elevation 568.33. 1. Touch read meters are being used by the Albemarle County Service Autho t r'lty. . . 10. General Construction Notes: � to accommodate these meters, meter lids will require a 1-3/4'hole tapped into . - the center of the lid. Blind taps or plugs shall be provided to prevent debris from A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of entering the box prior to meter installation. . I . Transportation. The term County refers to the County of Albemarle, Virginia. I I J. All water and sewer appurtenances are to be located outside of roadside . B. Prior to any construction within any existing public right-of-way, including ditches. . � I connection to any existing road, a permit shall be obtained from the Virginia . . - K. Certification that 95 % compaction is obtained shall be provided for all fi . 11 areas . Department of Transportation (VDOT). This plan as drawn may not accurately . under water and sewer lines and appurtenances. This certification shall be . reflect the requirements of the permit. Where any discrepancies occur the I signed by a professional geologist. The certification shall state the exact area I I requirements of the permit shall govern. I . . that the certification applies to. ,I . . � . C. All paving, drainage related materials and construction methods shall conform : I . L. Valves on deadend lines shall'be rodded to pr I ovide adequate restraint for the to current specifications and standards of VDoT unless otherwise noted. I I valve during a future extension of the line. . D. Erosion and siltation control measures shall be provided in accordance with . I r I I I . � . I 12. Stormwater Management / Best Management Practices the approved erosion control plan and shall be installed prior to any clearing, . A. Existing ponds and proposed blo-filters will provide for stormwater grading or other construction. . � management on the site. . . . . . E. All slopes and disturbed areas are to be fertilized, seeded and mulched. The . . 13. Impervious Surfaces 1: . I . maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably I A. The project will ad'd 44,266 sq. ft. of impervious surface .to the site. . . obtainable, lesser slopes of 3:1 or better are to be achieved. B. The proposed building will cover 19,138 sq. ft. � I I I � . F. Paved, rip -rap or stabilization mat lined ditch may be required when in the . . . 14. Maximum height of all structures: 45'-U' � . opinion of theAlbemarle County Director of Engineering, or the Director's I .."� . 1. . . designee, it is deemed necessary in order to stabilize a drainage channel. ' ' . I .12. I . . I I . . I . . I � - I , '. � z� � Scale 1:1000 . I Conceptual . Image Courtesy of: Glav6 & Holmes Architects . . I � � I . . �''.. .1, . I � . . .. 11 ... I... I I . I .. 1. .. ! . : . . . : I . I : . � i I ; SHEET INDEX i � - . � ; . i ; iI i IN � C-0.0 . .1. _. . . � CCI #_�­ I i i 0 . ? C-1.0 I . Boundary Plat Exhibit ; i 0 C-2.0 " EAsting Conditions Exhibit . I . : I _. IN C-3.0 Site Plan Sheet Key . . IN � . : C-3.1 to C3.3 . Site Plan . . I : . . . : . 0 . C5.0 Stormwater Management Plan I . 0 C-6.0 to C6.2 Water, Sewer and Storm Profiles � . N ! C-7.0 to C7.4 - Erosion'& Sediment Control Plan . . � . . , : . 0 I I C8.0 . P,eserved I � . . ; ! i- E 0 i C-9.0 . . . Stormwater Drainage Divides i i � z 0 ! C- I 0.0 to C 1 0.4 Site Details I I I N I I . L-1.1 to L1.2 � 11: Landscape Plan I . � i i N i . L 1.3 I Landscape Details and Calculations 11 t � � r E I I . L2.0 ' . Photometric Exhibit . I I : I I N . L3.0 - Photbgraph Location Key - . . ­ - . . 0 , L3.1 . � Phic-'bgraph Exhibit I - , . I E Filled Box Indicates Drawing InQluded in Set . — . - A, P P R C:) VA, LS 41-27*7 ' . Albemarle Co. Dept. of Community Development - Planning/Zoning I DATE — �--Ko,�-_ P—.,.. _���� . . Z� - .2: a - 0 ? — Albemarle Co. Dept. of Community Development - Engineering DATE - . I I . . - I . 9 IzLs (0-1 !E�)" A I aj�:_)C�� ___ . — AlbWarlA Co. Dept. of Community Development - Inspection Division DATE . I 7�'K 7� . /-(,/(j 7 _!� � 41,d - Alberwrle C=mmunity Development - Architectural Review Board DATE / I . —.4111 " .. ... . — . o+24-o;7 lbemarle County DIvislon-of Fire and Rescue - — DATE . Wr. . . & M 1,4J � .�,/?,4-/L9-/ . Albemarle County Service Authority V_ E � I -I—,, "KZ1 ct:, r469&� -14ft� Cq /77/10 -���I____�?� , - -7 Virgini De ft ent of Transportation . DATE I - . . .......... .. I z�-4271��7 - Virgfin'ia �ealth Department . DATE . - . . . -..-... ­� _..�_.,, ­k�._.', * ... t . ... ­­ _`­ W - �,f�'.41.1 . . .1, - I".. '�, .1 - )'�: , .111-- 111, -Z�� 1, . 'a � 'I , 'i - ',,w, ��,,�,'O�- .... i I .. �'% Z.. , ... 1;. — .. .1. , AN . . . . . . . Z.., - : - ,� .Z . .1 i� Z�) ......... . .I.... '. '* ., . : ­ '.'.'. '. - * I ; . !" -! � ` ..., .. �.i � - -%- - ..­.. . . 11 - . . . . . . - .. ._� ei . , ­ . I .. � . . . . . . . . � , . .1 _ . .. "........!4 . . . . . . . . . . . :.., . :::::..11. :..... . ...." 0 . ,. I , �_,. %`. 1. -.1. - i.,. ., .,.. .� . , - . :_ . " �_ - . .- . 1 . University of Virginia Foundation P.O. Box 400218 Chartottesvitte, Virginia 22904 T: (434) 123-4567 F: (434) 123-4567 AIE 19 MAL a M 1111111 IL Ar WL - EN0NM0ffA9M5NWM12R2NN� THE COX COMPANY Planners - Landscape Architects Civil Engineers -Urban Designers 220 East High Street Charlottesville . Virginia 22YO2 - t434J 295-7131 Architect- G[av6 Et Holmes 801 East Main Street, Suite 300 Richmond, Virginia 23219 T: (804) 649-9303 F: (804) 343-3378 CO W7­-R SHEET I I C 0'\T�_ R SHEET Job Number: 05-200 , _� 0 or 7N \ "� 1-; � FVN,K 0. COX, ­� CER77FICA-rE Yp 7719. 10 11M, W. N, Date: July 24, 2006 � - Revision: . . August 28, 2006 1 . I . I I � November 8, 2006 . I December 22, 2006 . February 5, 2007 - .I �_ _,_ , , March 14, 2007 1 . � April 2, 2007 .. I Scale: I . : . .. ,:; . I � , \ . :. .:: Sheet No.: I i I . ") I . - . . � . . I . . " , . q, .. . 10 .:_ . ,. . . . I . : 11.1 `1 I .. �, . I . . C,�.,.. .. - . I I . I . . 1 I � . � � ), � � , . . I . � . . I I -, _­.­_­­_ ­T1.11 . :­ �.7%­­ - - 1�­­ �­�. . ­­ __ ..-. _ . ­­. � ­1.1'. -1. - . ­1­1 .. .... , P . ­, .. - ..., ____­ . J. .. ,.. ­1_.­._.­1­ I _....-I, 7 .___ '­­.'. � ­ . . . ­ � . � � � .�. � . .... � . � ­­­. � . � . . . I . � � . . . . .. I � . .. � . . . . . . . .1 I . I .1 . . � . , . .. . ,. . . I . . . I1: I I I - I . ­.­ %. - �.. %,,­ . ��,,­ , - � .,� I I � . . . . _ _ , ., , : ., . q . . . , ,�. , - - . .., �... ,. , _­­ ­.. I—, .. 1­1 . _ , - _ , �4.. 11- -.7- . � , - :. ­ , . - __­­ � . - . I . .. . . , . . .� - .__.- . __,_ __ , . .. . . _,... � __._-, ..:,­__ ..:,. � - r­ ... . ­.�.­.Y,��_ � ..... . �. _..____.­..._:­­ �!.? _.__ %_.. - t.� i. a _ - ;il_ . .. _; I ­1. , - .. -, �- � �� ­., . _ - I a I 11;: " ­­i _1 .... �% . - , . ­ ­­....­ - �, .__. . . � ­ . �.: ­.. ­.. I . , � . , . . I ."..", . .. I . � . . . . _.__ . . .. . W. . - .., , - ..... .. ��., :_% . �.: . .�.. , . . 11 , . . �­,% I � _._�_ : , , , . . _­�­­­­­ , � . - ;�,_Z_,­,� __l . ;­. . ..j-,_, : � - �.. -1 ­ . _.: - ­,�*, . .1, --�­­:,-.-.,�... -­:­ , � "'. �._.-. � , � . I . . I . . . . . . . I ... . . �. . . . . - . : :,: � � ­.­ -4. � . ­ . . . . . I .11 I . ­ . I ..,.­ I . . . . . . � . . .:::. , I � � ..., . . . . . . . . . � .. I. , _ _.�­­�i.�. . I ".. ..! � ,; ., I - - � � 17 - -11 I . . .... I ., :, _ , I o:�-�:._­ ,'*�**'-'�-:,�.�:-�.''.....�.1,�,�.-:,-.- ­,-,-� ­.,;-:.'�*�­�-,'­�: .. - _.� �­'-­.�',�-..:�7­ - ,. , ___ ,,, I - '. I - �..... �_ � . ­�, :, 1:�; -I:- ­': - ,'­t� ­ ­': .. , , , , . . . . . . . . . . . ... . . . . I . .. . . �� I I � o ., , , 1. . . . I . �, . . . . . .. . . . I . .. . . I . . . I .... . . I � . .. - , � , .. ­ 1, . . 1. . ., !��:.'.­�_'. '�­.', ,..,;*. . . . . .. . 1-1 * . I .. . . . I . . . . . . . . . . . . . . . - . I I . . ... . � . ... . .. I - , I . - . � . .. I . :� . . I . . . I- . I . .. .. . .. . %, � . . . . . . I � . . . . . . � , . I . � I . 11 . I .. ­ I.. . . . � , . . - I . 1 , . ­____,___­ ______ . __ ­ . LEGEND; AC = AIR CONDITIONING UNIT APT ABOVE GROUND PROPANE TANK AZ = AZALEA BC = BOTTOM OF CURB BL = BOTTOM OF LANDSCAPE TIMBER OR RAILROAD TIE BS = BOTTOM OF STEPS BSH = BUSH (SPECIES UNKNOWN) ' BW = BOTTOM OF WALL / BX BOXWOOD CA = CRAB APPLE .' CED = CEDAR CM = CREPE MYRTLE , CMP = CORREGATED METAL PIPE CO = CLEAN OUT CPP CORREGATED PI ASTIC PIPE CV = CONTROL VALVE , CYP CYPRUS ! DIP = DUCTILE IRON PIPE DW = DOGWOOD r/ ELD = ELDER EMH = ELECTRIC MANHOLE f' ES = END`f yECTION I / FF = FINISH R OOR FH = FRE HYDRANT GM = GAS METEn, HOL = HOLLY LOC = LOCUST ! LP = LIGHT POLE / MAP = MAPLE PB = PIPE BOLLARD PIV -POST INDICATOR VALVE\ O PO = PIN OAK , PVC = POLY -VINYL CHLORIDE PIPE', RB = REDBUD RHO =RHODODENDRON \ �' SDMH = STORM DRAIN MANHOLE • / Note: Please refer also to DB 3250 Pg. 65. SMH = SANITARY SEWER MANHOLE ty1 i SPR =SPRUCE / TMP 59D2-6-D-5 TO =SYCAMORE BARBARA C, ELDRIDG ,TRUSTEE ' TO =TOP OF CURS D.B. 1A5.3 P. 354 TR TREE TL TOP O(SPECIES UNKNOWN)F LANDSCAPE TIE OR RAILROAD TIE D,B. 1853 P. 351 THIN TRANSFORMER \ ' D.B. 869 P. 49 TS D.B.847 P. 5 PLAT TOP OF STEPS \� / / TVP = TV CABLE PEDESTAL , TW = TOP OF WALL i UGE = UNDERGROUND ELEOTRIC LINE e / UTS = UNDERGROUND TANK STEM i VCP = VITRIFIED CLAY PIPE WM = WATER METER / WMH = WATER MANHOLE i WV = WATER VALVE WVT = WATER VAULT TMP 59D2-6-D-3 YL = YARD LIGHT IRVIN A. AND BSH/4 = BUSH WITH 4 FOOT DIAMETER ELIZABETH K. FISCHER 14PINE/26 = 14" PINE WITH 26- CANOPY [DIAMETER) / D.B. 873 P, 259 D,B. 847 P, 395 PLAT P 59D(2)-01-13A OT 2A` 1.0 0 / UNIVERSITY OF GI FOUNDATION 00 ,•�, D,8,2712 P. 3 �q! / TMP 59D2-6-6`--? / D.S. 2075 P 141 HAROLD W. AND / D,B, 1056 6 WINIFRED S. DEANEk, D,B, 107 P. 666 D,B, 1313 P. 432 D.B. 5 P. 5PLAT D.B.870 P. 739 PLATr . - / D.B. 20 P. 569 59 "',TMP 59D2-6-D-1 q ANN[��JJ H. MOORE ALIbE P. MOORE ELIZAbWH M, CHESLER, TRUSTEES / D.B. 1564 2Q39` `P / D.B. 870 P. 739 PLAT i '- p 00 a� ASPHALT ®A </D ON UMP.. .+ PAD GRAVEL TMP 69D2-6-D EDNAM COMMUNITY ASSO IATION, INC. D.B. 1475 P, 185 D.B, 847 P. 395 PLAT 103 EASEMENTS: TITLE REFERENCES: "PARCEL A" AND "PARCEL 8": TMP 59D2-1-2 UNIVERSITY OF VIRGINIA D,B, 925 P, 116 ACSA HOST PROPERTIES. INC. z D.B. 788 P. 400 ACSA D.B. 2933 P, 83 , 86 PLAT D,B. 740 P, 32 ACSA D.B. 2056 P, 87 4 D,B. 732 P, 61 ACSA D•B, 1122 P. 487 III D.B. 788 P, 201 RWSA D,B. 785 P. 62 RWSA TMP 59D2-1-13A 41 D,B, 727 P. 710 RWSA UNIVERSITY OF VIRGINIA FOUNDATION D,B, 727 P, 707 RWSA D,B, 2712 P. 326 It, D,B. 750 P. 571 CITY OF C'VILLE D.B. 2075 P, 141 D,B. 444 P, 54 CITY OF C'VILLE D,B, 2066 P, 87 D,B, 369 P. 430 CITY OF C'VILLE D.B. 1074 P. 663. 666 D.B. 974 P, 247 AMVEST CORPORATION D.B. 520 P. 569, 602 D.B. 828 P. 538 AMVEST CORPORATION D.B. 692 P. 462 VEPCO TMP 59132-1-14A D,B, 460 P. 684 VEPCO UNIVERSITY OF VIRGINIA HOST PROPERTIES, INC, D.B. 442 P. 657 VEPCO D.B. 2066 P. 87 D.B. 426 P. 389 VEPCO D,B. 1122 P. 487 D.B. 418 P. 597 VEPCO NOT IN USE D393 P, 299 VEPCO EEL' 280 P. 14 VEPCO D.E. 276 P. 179 VEPCO D.B. 397 P. 379 VT&T D.B. 258 P, 67 COMM, OF VA. D.B. 627 P. 470 VIRGINIA D. KELLOG D.B. 851 P. 314 D.E. 828 P, 571 D.B. 785 P, 66 D,B, 740 P, 34 D,B. 671 P. 358 D,B. 658 P, 1 D,B, 627 P, 470 NOT IN USE D.B. 567 P 196 % D.B. 486 P. 158 �y D,B. 467 P, 590 00 D,B. 448 P. 271 D.B. 436 P, 627 D,B. 424 P, 74 D,B, 424 P, 62 NOT IN USE D,B, 402 P. 529 D.B. 402 P, 526 D.B. 397 P. 186 D,B. 388 P. 5 D.B. 380 P, W D.B. 380 P, 12 D.B. 364 P. 169 D.B. 350 P. 70 D.B. 862 P. 289 VEPCO D.B. 460 P. 587 VEPCO D.B. 442 P. 657 VEPCO D.B. 418 P. 597 VEPCO D.B. 280 P. 14 VEPCO D.B. 750 P. 577 CITY OF C'VILLE D.B. 658 P. 451 D,B, 620 P. 568 D.B. 620 P. 564 D.B. 494 P. 88 t D.B. 457 P. 380 D.B. 350 P. 70 NUMBERS SHOWN THUSLY & ARE CROSS REFEREN(CE EASEMENTS SHOWN IN THE TABLE ABOVE WITH LOCATIONS SHOWN ON THE MAP, EASEMENTS SHOWN FROM RY ANDPHYS PHYSICAL EYDDATED SEPTEMBERUN)A990 PREPARED BY THIS OFFICE AND HAVE NOT BEEN UPDATED, NAD '83/NAVD '88 VALUES DERIVED FROM GPS OBSIERVATIONS USING UVA CONTROL POINT 31 AND ROUSE SIRINE 01131 AS FIXED VALUES, GPS SESSION WAS OBSERVED 5/31/06, EDNAM COMMON AREA GRAVEL CONC.O BOX ASPHALT jn �l� TOPOGRAPHIC MAP OF a&UNCOLN A PORTION .OF THE T EDNAM HALL SITE ALBEMARLE COUNTY, VIRGINIA SCALE: 44—�: DATE: CONTOUR INTERVAL: 2' AUGUST 1, 2005 USGS VERTICAL DATUM REVISIONS: NOTES: SHEET BERWICK RD R/W 07/19/06 1 OF THOMAS B. LINCOLN LAND SURVEYOR INC. 1 CHARLO TE VIKMAR LLE, VIRGINIA 22901 JO[3l: 89-0099-08 434-974-1417 FILE# TMODEL SERVERi \DATA9\ 89\ 89009908TOP020.PR NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN WAYIES ARE LOCATED U NGPATE UTILITYt COMPANY LOCATIONNLY,ISTCITY AND UNIVERSITY APS, AN(THEE CONTRACTORTILITY SHALLIDETERMINE EXACT LOCATIONHOF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL. DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. G 4-ob9,1'.0 9CG�ti �, 80 0 1� i i \ I ; � I I \ I 1 TMP 59D2-6-B-20 I ' \ WILLIAM A. MACILWAINE W,B. 94 P. 315 D.B. 1594 P. 67 D.B. 1395 P. 399, 402 PLAT 1 I 1 I \ I 20' SANITARW SEWER EASEMENT D.E. 826 P 455 1 +1 � I UNDERGROUND GEOTf ERMAL WELLS IN IS AREA LOCAT NS UNKNOWN C11I , • GRAVEL ASPHALT I I GAZEBO ASPHALT GRATE TOP t676.56 INV 1571.55 GRAVEL ¢ or Z I RIP -RAP vQ ---- FLUME z X _ _ STONE r -___-. BERWICK RO ---------- ._."-• HEADWALL \ TAR AND AVEL '/ �- STONE \ �\ \ PARK[ LOT /+ Q\G �, "O Q ��HEADWALL F t ;EDNAM i HALL NOTE; PROPERTY' LINE RUNS THROUGH BUILDING CONC. CONC, DCK LL A Eul \ ,\ O GOO\� �OQFi / �/�WA �e�P �F,ORMER viva- 0 SA GATEDC W WV OJT° �q J W V® BRICK SLATE 9� 0 PAD Z �� i Q A GRAVEL / ®, WALK,,,- 9� A \ BRICK STONE HEAD- . P41 F o� BENCH MARK IS SURVEY CONTROL �3 POINT T-2000, NAIL WITH FLASHER. ELEVATION 568.33 N06?26�51"E 4.95 1 1 � I THRESH o�G' 577.49 Li W `' G D E31d I PEBBLED I V UL WALK v �p O OS VAULT o O 2 STORY BRICK BUILDING BOARS HEAD INN FF 561.49 AT MAIN ENTRANCE 3 SEWAGE TREATMENT PLAT O TFALL LINE EASEMENT D. . 627 P. 470 UNIVERSITY OF CONC. PAD VIRGINIA HOST WITH WOOD PROPERTIES, INC. FENCE (TYP) D.B. 2055 P. 87 D.B. 1122 P. 487 D,B. 658 P. 3 PLAT D.B. 486 P. 158 .' D.B. 478 P. 128 "PARCEL A" TMP 59D(2)-01-2 UNIVERSITY OF VIRGINIA HOT PARCEL D-2 D.BS2 330 TIES P.R83, 85NC. PLAT 36.417 AC. D.B.1026 P.P. 487 D D,B. 785 P. 69 OIL T "PARCEL A" TMP 59D(2)-01-14A PARCEL L 4 2.3604 AC. T. 9Q011Y TA• 84f1210 North Scale: 1" = 30' 30 0 30 60 90 i e ®. 1 • 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL (H OF Li V FRANK D..COK JR 9 CERTIFICATE NO. 7779 0� �sS'CNAL PROJECT NUMBER 2511.06 DATE JAN UAAP\.-VJL 19 i 200 7 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Boundary Plat Exhibit SHEET NUMBER d412-712W7 jW 0 Copyright 2006, Glave Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave 8 Holmes AssociatesP.C. f C--J h t lx / 00 O C / / \ '�• \ \ 11 1 \11 X O I \\ oy w ° / ° / \ 0� \0 10t.\ �o`L o N, oo°� // \ /°\ 0 \ \ I G 10 /'1V \ \ \ \ \ \ \ TMP 59D(2)-06-D e o • • • o \ \ \ \ / 0 \ \ \ • , EDNAM ASSOCIATES \ / V \ \ \ \ \ ' \ \ -- + , /RIVE \ - I i \ \ ° �� - / ' ';!. - / i _ ' ( / ( l / �� T \ ` \ \ \ 1 1 I I SEWER SASE ENT n � 4 DIP { \ - i' - / / �• � \ \ \ \� I \ \ ��.. �•, \ h°o - - /XOTE, PROPERTY I I I J �I _ - - ���` LINE RUNSS Tq#OUGH a I 1 0) 1 /3G\ / ' BUILDING /' I Lo i INV OUT 571,88 \ \ / - ( 310' `S WA TREATMENT PL+.hI�r�:` / INV IN \ - \ 2 UUTF-A L INE (EASEMENT\ -` wv ao / \@Q •� \ \ \ \ , - �,�`•' / / D B, 62i P, 470 / I� Q \ h o h I / a, Hy 2 6 / •�.. ` � ii F - � O Q � / � // ` \ 576.82 h 3 � Q \ / / \ \ � / !� / t`i / � � •�,,,,-' \ O 4 �• R '•1N / / wM7 i �, \ 9� / QP0) 5 , \ 44 ` ,.., �D R 10- DRAINAGE EASEMMENY 8" PVC NV IN $`8,08 /NV \ \ / / °��6/ \ \ O. ®� A��� a - �O `� + � ; /INY OU7 ZA � / / / / / , \ 671.2 /\ \ � A 9 v\ / I ^ � � / � � I A 6 7•i, _/ vC�/ ` �. / / ^ � \ e. � � \ �j� /..,-._. 6 � y \ \ �' _ � y cj as `,�� .°' \ "� l 'O T ` ''G"�,�`1 � \ f / " • \. t � _..__ _._•-.� ° 0 � � � � � �� / / ` ���• \\� n _ _ 18" VCP INY IFi 568.21 DI .47 � \ \ •�~`�e ` -_... 6 _-% � �� p � d° 8.77 \ \ e lam" � % � � I / Q INV IN 680.87 �\ \ �\ ems`♦ff �. 0 . M C_lNu• 1�. _ _ spy,, }� • \ `gym\ 1 ~`„•" /• ��� \ (� Qr0 \ \ J (�� • / + / r ` \ / �0� I I `.' / DI \ \ ` \ `\' I ' '^' ""^•.�ti .._.... ���+i--�`.4 •- \\� / /® •'•7��• \ V H�,\��+/ SEWERSEASEMENiY f0V•'�`--- D.�G •,., '.. 8 ` / fig• D.B. 740 P. 32 \ ♦ -^ A 1 B. 397 P. 188 ��((�� / [ , ® / 300 / � WV OU ^,`e •�_ 2 \ w 682.21 Q J'� -'-.'.'.'--•-•-,._�� ,.-__ ` \ _ _-+• _..-- _._- 20" ACSA SANITARY / _ 663. N6� WER EASEMENT „/" �'� '�°Ur, 663•J8 '�\t 0 5$T2Q \ ♦ , m / i//�� �./ t \ D.B. 740 P. 34 �- D.B. 740 P, 32 _•`� _�eNV OUT 684. �0\\ �'�• O �'--... �// / \ \D!TOP 565,92 � N7XCCS•�. ° 4�\° o C' / \ i Io //G,y^ � - _. - •�+-�.w LIGH \ ' 1 - \ INV IN 683.29 \ ` �♦ / / 1 `' }��r, ��f / 11! 3 7-^.t, \ 1 �� •�.. / i -�.. \ \ ,� �+ . J / P!1'C\� �+" / TO8" DRAIN 8" ORAIN �`J• BREAKER / �� _4 �/ 11fn 565.96 665,68 566.91 ° P TOP / BOX 1 G + TOP \ rk qR \ \ \-"^.+,_. .-•r ._.. -- - _. T°P 66412 -_.. „ ��r„ � ° � V o ••_ OUT � l/ �^w,,� Q1 a 0.18 680.1 .7Hv �{ t\ � `q GC "' DI �(� \ >.,. (\IN \\ fpV• / � TOP 566.88 TRA S. 1- \\ \ / (` - "°'ti^^.•.•a+.....� ..... V IN 581.78 �,'.' / J� '%. f ""1•. �e B0. 11 + � Q INV OUT 561.61 ♦ `"�• 4T INV IN 0 zll --`" - \ 01'-."'_ •.._,,,,_,._s--^'------'-"'." 0 Q \ ,V OUT /VOP \\ / ° )j TOP UJ, 66 o h \�eBoarlo HVacl Inn 8•INV N • 11 o \ ^� 1 INV OU7 680.04 ° 0 � 6�• � � . / 563.90 SMH ° o ° ° II ° + WV7 4" VCP TOP EEN +It ti I I °\�, , \ 567.10 7� 1 ( I 0 0 �o`o CIRCLE a o 0 0 o r ohoo \ 0 � _ - - \ \ f 1 I o. / / ` \ 1 \\ / y6O / e\TO P I 4a a •J \ .- NV OUT _ \ \ a + / INY OV7 660.89 ° "o o \ � II mo O \ ,.•- l X \ \ / r�\ \ l�J • ,� iIT i \ 1IIII4 SM TV OX oM% / / % e` I tiN0 t . 2� Oryb \ •1 "'� "'� `` .. _ _- __ / ` II' / \� \ / •�.. \ � \ `� .. y39B 1 I u• v II OCO \ � \ -... \ �O • •-•-._ -- � ^-^-••..,.- _� /� \ �• m ° LOCATION o / l= OIL TANK WV� Q0 �� \ ��� \\\\\ \ \ --•-- h`Cf"' ....�1..._.->` _ �-"_^-� 1 \ \ �° �/t45$ A P,YZo \ •J - - _ _ / \ \ ./ /ys ♦ .tea 6 a• / I -_� .- _-' .--... / NqNS&Lk. \ \ 1\ Q o • / / �/ SMH / � \ Q \tom\ .\ \ '� -_"'jL j` --- / ;•••,'' •\ I 1 ,m// _. ( J TOP , , �' ` ti / \ \ / \ ly ---c 646. x North G '•�\ 1 / I � \I ^-. / �\ i / / W 3 0 / ' °V Y OUT*-l:i9HTN-.-- 5142 Scale: 1" = 40' 0S f / / ����C� 11> ////Q 40 0 40 80 120 1 f QP 1\° /R (M& INV IN 661.44_ ` - / ' • \ \ 1 .._.- _•' '' i 10" DIP 7VV INO, P_ 1 -- II / o ° \ I \ \•.% � �. Critical 51ope5 4��� o ° ► �' (( ��, I / + ° X 0 0 1 . 1 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL -'H OF U RANK D. J CEKTIFICATENO. �t1 0 7A'9 u �SS'CNAL PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Existing Conditions Exhibit SHEET NUMBER 101 �2-7 &t,- • Copyright 2006, Glave Ec Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glav6a Holmes AssociatesP.C. 77 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 9841458 SEAL Vi Or CERTIFICATE N0. p 77I9 `u o SS I 0 N A 1, PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 12, 2007 SHEET TITLE Site Plan Sheet Key SHEET NUMBER �12712Z67.�. • Copyright 2006, Glav6 li Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glav6lf Holmes AssociatesP.C. 593.38 569.34 y Z \ \ \ r/ 4 596 \ \ Z / 1 0 \� 59>.40 Q�� +/`, INV OUT 571.98 \ \ \ 588.20 OL/6 L f 58�30 02 �287. N 5 71.2 9 Q ,� \ \ k>-1- 587.53 N s�r3 H F #10147 ` a \ 1 Pao ~°� \ \ 584.15 f ` `64 N U%t TO (� Add' Spa e5) ° c�XL FIu6h +kith reds � SM75.1 \ \ \ \ { � \ \ 582.84BW 582.46 / � � � k : �af , � ` ti �yw \ �,% ���. \\ / '_" \ �'• \ \ \ .cam, ,. ,a�'''�/ r T \ �1k ��-¢ 583.09 ll O 40. ' S�I o��3 <:s .i?y �f ��3�gS'�� \ \ � G� / �','a/� � � � .r�'C,�. /'` � •`•,/'. rp r� / 572.2,3 X\ \ 5Q V r c' tic \01� _tol ti1� S �� J aces \ y \ `' �� / ?��' n 572. ✓ C.J-"/ O S Add'I a � ��k � /\ ��,� ,�o' \ 5 9.9 P 57rc 2 \`-0,� J 5 72 i \ 011 rA \ � 574 / / g� 57142 J r , 7\ 575.62 \ O , r ?'''��. / TAR A ARp �II��AVEL 570.84 � toT . ���\ , / / // ^•. O\ .. BC 570, r� l ,�7 rc �\ � ES 5T2.05 \ / INV 7 .57 , �.t ..� i0' DRAINAFE J�` EASEMEN,Y g" �NIV our Adult MH Top / o((� \ . V \�J / \ r �G/� / �, \l- \57z49 � 57 / Flush with Grade --- ` 2- /� ' °\ P� 0.95 S6 \ ", P? / Q i \ 1.2 rr'" 5� -�`� gr�1cK2 5"�°��\`° PAD �<G INV IN \ Biofllter A \ ° � 574.>G2 568.52 \ Wheel Fep(typ)� \ �- \ ,� \ (\ P \ \ ° 52 5' ce5 \ ' \ �'" ES-1 > > �\ / L.i ht firm o / / c5. \ \ G g l -a r\ C -fir r. \� 1 e. / \ O \ 9 / C618.8 �. ,�\ . \ / TOP//\_J 426 1 \\ f \ s - 68.75 \ �\ / Se me ra s onverted tou, H FH 49 Spaces �\ '\ __z. / ofilt only after vegetative � established and a in 1` HOC UR DI 7 ' area has bee?rAabilized. p r Vg`UT 663 / ee' 6� See sheet 05.1 for WR--9-d il. 3S _--s TOP 5��`-2.e. ' \ \ ,Yr f / !0 /� . _ems INV OUT 564.9 \ '\ ORB B1 fill r 2 A CSA DI 4/ SANITARY \ TOP 565,92 LIGH } SEWER EASEMENT INV IN \� 563.29 D.B. 740 P. 34 s`. r ---' D.B. 740 P. 32 k I _tz B EA K ER S M H X P reloCbated by0w e �, �N� 566. / lop/ DI / NO, ?26'5+"E --_ N 0,18 ; TOP 564.10 _____ r� _..-.- 4:U5' V o INV IN 561.79 = O cc matchin bollards after �eding tin561.61_-- is 9 y \® O f Tie PVC to exi s g INV OUT _- � ..---'� ° .....---�-�� // � -.1 ( s 1 \ v a s elev..-.56L5 \\ - o i TOP 563.45 --_" ° \ -- ---- _-- i � - INV OUT 560,04 � 0 .....- - o \ ­'G R EIS 0 LL 0 0 o o o _ o o ° I I 16� o 0 0 \ o \ o -nil 0 f INV UT ,` \ o \ / INV OUT 560,69 560-04 °� \ , Io 1 �I I I I I I Notes: \ II / o / 1. Contractor shall adjust electric, telephone & other existing \ utilities as necessary for installation of improvements shown on plan. '"-- 2. Contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001) o \ prior to commencement of any work on this project. \ 3. Electrical service for lighting not shown. ��' \ \ _ ,J5 _..�._...-..._._ _ mashk INorth I � Scale: 1" = 20' 20 0 20 40 60 I I 1 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804,649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville,'MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL V FKANK 9. C04 J CER77FICATE N o7119 10ratAL t' PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION February 5, 2007 SHEET TITLE Site Plan SHEET NUMBER 1 /Z7 Copyright 2006, Glave 8 Holmes Associates P.C. All rights reserved. These drawings may not be used in any, manner nor reproduced in any form without prior consent from Gtav6a Holmes AssociatesP.C. 7dsa1el310ssV sawpH 8 anelg waj luasuw loud inogllM waoj /we ul pampaidai jou jauuew Aie ul pasn aq lou Aew slutmeip asagl 'pa--J SIM81J 11V •J'd sale!-ssV —10H 8 9ne10 `900Z lggljfdo0 z I* E :) IVz(xz lLzlWo 2139WnN 133HS u-BId aII S 31111133HS LOOZ 'Z I iiz d LOOZ Z hz d LOOZ 'S Axanaga3 MOLLdI'd0S3G UVC1 'ON SNOISIA321 :A9 a3)133H0 :A9 NMVNa LOOZ '61 kNVC1NVf 31W 90' 11 SZ 2139WnN 1AF021d 1VNpLSS� Y N 6/LL �• ON 3LV'OIAIY3'J � d -yr xoo aYNm C) 1V3S 99V L J786 KV 3 SSE L 1786 J7E7 1 Z06ZZ VA 1a111Asallolaey: laaalS Ved 9017 (` lM9N) Z410M PAS uoslaN S10311HOXV 3dHOSQNV1 OVSL S6Z Kt? 3 LELL S6Z Ki? 1 Z06ZZ VA `alllAsallol.ley:) laaalS 451H lse3 OZZ (031) Auedwo3 xo3 ayl 2I33NION311A13 S1Nd11nSN0:) SM3NMO 66 L8 9Z6 WE 3 LS L8 9Z6 WE 1 058OZ 4W `aimroN LOZ allnS `aAiaa pae:):)ld OOE L Sul `AgajejjS Poo3 ONII-ICISNOO T)Wd3S QOO- LE6S LZ8 0W 3 096S LZ8 0H7 1 poZLZ OW `uolxna peon gn13 allapuo.flH,1 60SL pll `antleaogello:) u5lsaa 1e3llsno:)V "MNION3 WOUSn03d Z WO EOL b08 3 L 100 OEL b08 1 %LEZ dA `aplAs:)iuey:)aW peo8 auAeljagwe43 b91176 (3H) saaau18u3 janoueH S2I33NION3 d3W 19 Idxn13nxis S1Nd11nSN03 VA '3ZZInS3.LL072IdH3 N01-1IAW DN1 LHHW NNI QVHH SI2IVOS 311111MrOUd ww•sawlogpueanel5•MMM M SHE EVE tr08 3 EOE6 6179 008 1 6LZEZ elui.&LA `puowy:)la OOE allnS `laaalS uieW lse3 L08 NDIS30 ' r SJW10H uu1+u11U14Uuj Jul J; t;J Idd45 dd5 0 -- —_._ oo 09S o o O ac Cyr C U?2 �9S ti �bO N' _C ZD'DS y XO Al WS X �. ��- o`, = is 0 = 0 �, m On n 4- Q' dOlO 0 Z!; NI A I n dAl 2 m � d0 Z m r O M o �LO W D F- n I I < O z Z OVL99 ' i M m d01 HWS dOA „D 06'£99 NI ANI dOA „9 ZL'8ti9 ❑ ❑O NI ANI � o 88'D9S lnO ANI a 'SN al 88'999 d01 v 0A m O Ho L6'999 69'SS5 96999 dOi d01 10 Nldaa/ 9 NIVad .,9 �z t 0 0 69 'd SHL '9'Q � L8D 'd ZZLL 'a ci Z LS 'd 99OZ '9'Q LL b - 1Vld 98 '£8 'd ££6Z 'a'a d �<" z 'ONI 'S31183d08d 1SOH �' 1 0 VIN1081A dO A11Sa3AINn / -S� i L -10-(z1a69 dWl'IV lDoavd. A y L 9S 1 „no. LEDs V113 ° of g ,M..LZ SSLuDI�J=90 g S O¢ �g b6L='V L# Hd 1VM 90. = o Oy On 43 8a3d i _I L6'099 NI n AN B I \-,(L 699 \ , z ?U0,\' l `I " Id 6ul �O UO� \M; a o V 't / woo N -SN 1 H11M \ N N �d UVMOV \\ O _ t / { }` H pDyu>ag „b' �3��1Vd,• N - � 1. O Hwss LL z I I y 0E-10 r I ONOOIF — f O', — — — — — — — — — — — — — — — — — — — Na 0-V OZ 0 OZ \ /Vo .09 _ „T :91toS i afoad slyl uo Naom Aua jo juawaouawwoo of aoud WON l) „��win sslw„ 6uiAplou aol apsuodsaa aq iluys aopeguoo -E 1%\Wbb11Mh\\, o �- / / I ( _ -aaawOuE] pue aaumo of papodaa aq jsnw swalgoid a9y10 ao sabu�oolq 'saiouaioljap oveso\\ leinjonjIS •sadid uluap mau bulllaisul of aoud joauuoo of u'Moys aae axA��Z sadid mau yoigm ojui sadid waojs builsixe joadsui lleys aoloualuoo -Z loll Z ueld uo unnoys sjuawanoadwi jo uoijelpsul aol Ajussaoau se saljllp bullsixe aayjo V auoydalaj `opjoala jsnfpu lleys aoloual'u00 • �� J :SGION WP'0 S \ Q \ 4N, �w a\\ 81 0 J fl b U \\ d01 s \ HWS m c� ul PegH G-W09 a ° 0 N � NV81N3 NIVW 1V 6911,99 dd \ a3HSV1 NOIlV/c13 1 1 NNI aV3H SaV08 108 o A3 a s Ala ��NJya3j9-- m oNlallna NOla9 Aaols a \ 003 0 ° a HW wo -K , z a \\ 3 O S 1--,1 -IV n ( �H3 y 6 ZV 0 £/ZV n n i 06 O 0 £0 £/ZV / I / m s — " ° " >� O sixa O r Cy " J � s'• 9LiHs ,g " 1 0 (\±f of 9L/HSa �--• 0 047U c o all • ,,�" i �-/-�il"�I�O !d onPao M �r���"" e "� \6a`b \ E u wHss v�d dd ��-��5 lan oWri me \ +% 0 O al �.�13 on ION �� /. i +9'bL9 qjn:) °uIl0 0 jqq raeoon norr Z/lOH------ONOO 3 - -/09L�"r dd 8ZL 'd 8L 9'Q ` SSL 'd 9 D IV Id £ 'd 9 'a'Cla ! oNlalln9 L817 'd O HrTaSNna 3NI1 CS 'd SOZ '8'O 1'dAl) 3ON3d 'A1a3dOad '310N z ONI `S31a3d08d 400M HIM I II H LUUVEI 1S014 VIN10aln OVd 'ONOO „�H dO /t11Sa3nINn WVNQ�3, I y� 0 X /a OLD 'd l�Z9 ' 1N3W3SV3 3N11 1 Vdl O Ooonis' / 1Vld 1N3w1V3a1 31)VM3S E j / �O I ll NMONNNn NOUVOO� did xa 0') V�1 SF'S1Hi NI SA13M 1VWa3 1030 aNno Ja30N O LID J= II ` --------- ------- -- / r.�I•-'.- � �o-- sM la9a,ob- 79 - 1i �a u,�a _ I __ !-r l � � r Y 'ONI 'NOUVIOOSS' AlI'ta IOOLgWaiDla3 /f 14L1d 6E / `-- / C� 4 :9`Z O6 S d W 1 ---- %'—' L-, .d. 0 L 8 ' 8.0 ." -____ ._•-- f ii ti9�T 8'0 i / Z9£ 'd 6E9Z 4 8 S331snal '831S3HO 'W Hl V / 3aoOW mac} 11V wVNa\ / \ l j / 38JDC V H s / ) / / V�aV NOwwOO wVNO� I _,,et-9-Za69 dWls �\ 5D 'd S8 '8 a t\ ® Z/HSa Q / / 1V1 6£L 'd 1 fJ 3SV3 a S Oe I ` \ \ / dVa / d - J` I aVllNVS AZ I I ` a ' / s NV3 s'S G3ad1' dla \ / 90/LE/S O3Aa3S90 SVM NOISS3S SdJ 'S3 n ONy OIOaVF / 03XI3 SV LEA# 3NIdIS 3SflOa ONV tE 1NIOd 101i1N00 Van 'JNIS / s 0 9 6S dWv / SNOUVA83SeO SdJ WOad 03AIH30 S3n-IVA 99, OAVN/C9, OVN / i 14 Vld ZOD "66E 'd S6£L '8'0 N338 ION 3AVH ONV 301dd0 SIH1 A8 03aVd3ad / / / / OO �\ 0 2/ - 4-.._ OW 'LL a38W3ld3S 031V0 A3AHns 1VOISAHd ONV rr / / 0 \ \\ \ L9 'd D6SL ' -M \ \ \ A8VONn09 WOad NMOHS ONV 031SI1 S1N3W3SV3 / s s A3NIVM110VW 'V WVI111M // /i OZ-9-9-Z069 dWl O �� H11M 3AO9V 319V1 3H1 M NMOHS S N3W3Sv �• 30N3a3d3a SSOaO 3aV v A1Sf1Hl NMOHS J— l Nl I OL 'd OS£ '8'O I I I Z-£- 4 08E 'd LSD '9'O I �VVN03 a 98 'd OZ9 -9'Q s D99 'd OZS '9'O _ II 899 'd OZS '8'O s LSD 'd 899 -9-C] --ss r�i 3111A,0 d0 A d 09L '9'O \ s s 00d3A DL •9 0 I l " " " a- �_g OOd3A L69 'd 8LD - s l 00d3n LSe 'd 17 '8'Q / OO lM VSOV ..8 �N Nam_ s s--gg��js ac d n D .g.0 �' s O 1Vld S E 'd L 94 " O0d3n 68Z d Z8 OIL 09£ '9'0 �' / / SZ d EL8 0 s 'A —�- TMP •r r NN H. ��� ` • • r ` OO- r: • ECFNWM COMMUNITY ASSOCIATION, INC. D.B. D.B. .4 r., / • •.-. • .- 3h .T �L-b`./+4 +4:f.«3Y�� YY.:Y.i.i' L.vn � •••y i " v ... am •-SL •,e i.},5_ .= - S:ZF...Yr rw. 3A "Gera'r , �✓S- .... _e .,. ....-. .. _ w-. ,.- ..... .. ._ _.-_ 3 .� _+xa',�a��.'.�•,t�-�"�+•-Ydis4�-: c>'C�.Z2.�(.$Yi.,.dS _T1ui %fik,12':,,..76 vF'i�rr�.St,�V" .:it�i:L:a.?�'+.L.�')t,. Y>L.,'4. 1.vYi '-.u.,f iYv'3-uTiLx _ :gj ' a� - i > tea:=°,. . ax �3t�k� �•i �_ .�yi �-�`s�"' 3^^' -' si""a..-4-e - F I f . z. •�. _:ca.. _ .: .(— ' - •.' - - ' - - - - _ _ .. _ �, ..d,. r.. K - 2TY a� .. • A 3 +rim aS�• -� J` Y: - , a r� - i r .. _ _ _ 6? _ _ P z . - u ., . - 3• _ moo.. € i � .t.'.._ n r' 'i.. , �. .-.. ..- , .., .' ••.. r�♦ �'L�r'� ^ ,_ _ �{ "'� • � s: .�. .. , A . _ .. _. .. :ter _ " - _ - c+ _: •Ti ,. .. __. ,. h ... nr ,�� _ ._ 1 mot.. s r _ . . - _eno. E~ _ ... Y:. _ a. ..;�. .. .. - . , »4F �.. __•*tea .. } ... .fr .. �. W--fr � -3 . _. a.,; ,... _. - — _ _- s; - i - j 'is .t +si, � ,..aS a^. 2s: g j } 4 _ a - bRsv:,•.>.. n..:.Ls.dy..a..�:}� ...A,i�S � a ME d � ,,~ y' '. . br. �;�$"�a rb � ��r r.. . .. 4.. "�. 6 W .&R u.dY.t VN.5Jhti .. , .. , , k•Yr5- �! /`!1 11 ON i +� f�'�' -h�,%��,y,.>� i• '�js'7`1�,.�.^ ... ry . �� ,�.�� ., .u1��� �f# ✓rr ' i �' � y Ira e r. A i �_� � �` �� FS�Y ���� rL�`� s� � a � / • x Cur, +575.1 ,i^"`.c' ,*k•...-lit �"�y, 3�Zg�r,,'__' � 7 .'�G��.- u j�'�.-„ Planter & Fountain t`�, '.,E. r..`�•Y.�l,:'�• ��$�`�;, -;'����y�Es,.-+<t:.r� �t A�:�� F. � r„l� 7�/ r �� , � �' ter_ ��J ��� � �� � _ ��-`_ .• � ! y � J 1 / 4/�f I / •al, e , ,"v�TT •� '..'/Yi/.� �..�� Js�iI �'l/ I% • }r �` Ili 574,12 n . ,I lip • f / lei'. �,' Frt�'°' yj, . 1 ... �� .._+.— _. �aw.7�."7.'�r•—/� y'...�—..r. z- G Scale: 1" = 20' 20 0 20 40 60 North See Sheet C3.2 for continuation -`` �• ' �,�� / `, / •• ��„ , , ■ �," : �� - � .: •'. � • � .� :� im /•�`' . ice' i • `,�,I �� � r ;: OWN ' � A.■rrr•,.r�.+r�ar.�rr j.�_., �� � ' I � r • f . (`. � � i� __ � � r,� 1 �r � �� I \ r Z==--- —Tie 56 .. OMNI BC 18 A • is I ° •� / / 1 _ Hem II� ` I L I • 11 ■ / ,rr�1111 �c :• r • R� I it I rl � f �... r f r ■■r r r r1 I 1 r_PEB.- :1 I i r J a f ,93 2 STORY BRICK BUILDING BOARS HEAD INN FF 149 AT MAIN ENTRANCE _- bnar5 Head Inn t � , 568.46 568.09 57 I j/ iI "PAR,OEL A" _.o-,.- TMP 59D(2)-01- \ UNIVERSITY OF VIRGINIAHOT PR, \ c P EL -2 D BS 2933 PR83 85NPLAT < Vz 4i D.B. 2056 P. 87 1% D.B. 1122 P, 487 D.B. 785 P. 69 6" DRAIN DI \ TOP 6"JDRAIN 11 555.95 �55,59 555,9 DI-1 YD / O a TOP 555,88 1 TR NS. FT O INV OUT 554,88 00 INV IN O a r 548.12 6" VCP s ' INV IN 553.90 4" VCP SMH TOP r oC 557.10 r > CF) N I�LU T V P °� so•s � �h 10 1 ��'� ' \ I V IN 52 0 DDI-1 , \ U VVC TOP 145 ul o a a o \ �o �00� o \ z >L0r zari� \ zLO SM TV OX \ B r J 54142 00 OC (D 0 OCp APPRCrX-: rn LOCATION \ OIL TANK s SMH �WV� \ \ OP s !< `—\ 1 \ < 5 v\ X� /N SQS 6t`Agl /0C \ems \ \ 00 SMH rT l TOP / / I lb 548. / 0 1�1 V OU GROUND 5�29 OUND ` \ NV OUT �'GHT -- s \ � RA�ND 9 LIUHT Mod ied nd Wall `� \ / O ` 0 0 0 O o Notes: 1. Contractor shall adjust electric, telephone & other existing utilities as necessary'for installation of improvements shown on plan. 2. Contractor shall inspect existing storm pipes into which new pipes are shown to connect prior to i.nstalling new drain pipes. Structural deficiencies, blockages or other problems must be reported to Owner and Engineer. 3. Contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001) prior to commencement of any work on this project. North Scale: 1" = 20' 20 0 20 40 60 • • r 801 East Main Street, Suite 300 Richmond Virginia 23219 T 804 303 49 F 80 6 9 4 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL �i U FRANK D. COX JR CEKnFICATE NO. o 7179 w� �SS7CNAL 0 PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 12, 2007 SHEET TITLE Site Plan SHEET NUMBER Copyright 2006, Glave 8 Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reprpAuced in any form without prior consent from Glave Et Holmes AssOCJotesP.C. \ ° o 011�1)// O O� \ \ \ `\ I \ / / \ `9joJ TITLE REFERENCE6: / \ ! / A Q ` \ 'O \ \ \ \ \ / !� ! / "`8AS MENTS:•� -\ \�� 0 "PARCEL A�F ID :2t1RCtT8-: •\• UNIYEflSI 12 VIRGINIiK A/ iN� �(�lf C(,'��, 606YeCSA ! \ \ \ pB. 7B8 �400 ACSh�• \ D.B. 2933 P. 83 �'8 �740 P. 32,Q CSA B P• 87 �Wa.� ! ! 481 ` ! O \ 1 \ lD78 01 RBWSWAP 6902.f- P. 6 A\ 71SA \ \ \D VERSIT OF VI GIIPTA--. / / / / / / \ \ \ ' \ I \\� \ ` / ✓ \ / ! / / / ' / / D.B. 464 P. 641 IT Or c,vILE\ \ \ 4B. 2'0150581 PP 141 ' ^ `\ `� • 1/�-` W r ��--7r��/{ 430 TY 0 C'VILLE\ \ QO� D.B. f07i , / � � � \' 1 ! � \ \ � / I / / ! / / / + I • • 247 Ah1YES7 RPORAT ON D.B.3Z0 P.-fib8,-682 \ / � • D,B. 828 P. AMV ST CO IRA \ \TMP 69D2.I-NA \ \ U YER9ITY CF VIRGINIA I to ��' I D.B. 480 P. 604 PCO N� �\ �- / rr---- '�D.B, fi92 P. 482 EPCq 9.it.-_ l HO PRO`PE487- IMN- `D,@B. 11228 PP 487 �!J \ \ / �•7� NOT LIS' 697 YEPCO \ \ x tD.B. 278 P. 1799 VEPC0 ••®\ \ \ \ __ ��� / 1 r DB 280 P. 14 VEPCO 1 \ I -j- \ 1 i .., D,B, 861 P. 470CV°IRGIN AFD, KELLOG D.B. 861 P. 3TI P, ell D.B, 785 P. 68 �•.• •-.' \ \ \ \ fOO - O.B. 740 P. 34 • • • \ ® \ \ \ \ \ \ \ / 0,0, 671 P. 368 • • • TM 59D2- v j' ,y \ \ \ \ \ \ - D,B, 97 iyP. go • \ \ \ \ O B ROARA C. ELD GE, TRUSTEE / ` \\ yOT IN USE 853 P. 35 / O 1 \ \ \ D. g87 P 68 O./ \ \ I, • ` \ \ \ \ \ ` -•^• / D. P. P. 4 6 PLAT / / / 1 \ \ \ \ D.B. 43 P. 6271 3T V a4za psi \ \ h _ _ _ _,___.•__ _ _ s\99\ \ \ \ \ \ \` \ /i NOT INS \ \ ! / /'• i !O� / , 1 D.B. 4D29 \ . ! / •„ ( -^/ f I D.B. 402 P, \. �• • • \• ',l / . 39I P, 188 \ \ - ,,,,� •"'~ • : • / -� TMP 591)2.6-D•3 / ( / , VS.B. 380 11\ \ `^ \ -_ __- -'-' S86�1 +J�O° t i •1� IRYI! A. AND T 3B0 P. 12 D, 384 P, ig9 s9 Of \ \ \5\OC \ \ I1 \ IZABETH K. FI HER I //. 350 p. 70 73 P. 25 f D.B. 862 P, "Is YEPC , / "" \ ' \ a D.B. 442 P. 657 VEP ' / \ 1 1 PLA / Q � O /��D.B, 460 P. 587 YEPC {�+ VV E •�'- l 1` M 1J \ / 2y� C ``��\,^ / ti, . 418 P. f D.B. 760 / 1 D. fi20 P. 451 OF C'VILLE °, w4 \ D20 P. 668 ' 1 }D.B. 624 P.6� ._ �IO O190.1 \ 1 I /DD.B�, 494 P. 8 B 9 -� _- �g \ ' \ ' 60S,B0 .tj. D 450 P. 380 - 1 , +48d.14 .y.5B9.II ' 1 r^ T B. 350 P. 70 18 .J5 1 "/ / \ 1 \ „"'• "' ! -� f / / UMB�AS SI,-.WN iHUSLYk O xy�uCR095 REFERENCE QCATIO TS 11OWNJN•-THE A7 BLE ABOVE WITH C°i ! v] I I T A � LOCATIONS 8MQV1N ON THE MAP- _ - ^•n`'']7y [ iMP b8D2-6-8.20 \\ `^•- "i _ WILLIAM A. MgCILWAINE 1 EASEMENTS LISTED MID SHOWN FROM BOUhpARY - ��''y. "_ �1�1\ I \ \ \ W.B. 94 P, 31fi I i O ICAL SURVE GATED SEPTEMBER 17. 1990 {-mil " _--'"'•-- D.B. 1594 P. 67 J / PREPARED BY THIS FICE AND HAVE/NOT BEEN ) '`� '^ I \ UNI UPDATED. ! 1 q _ ` / D.B. 1385 P. 399, 402 PLA I 1 0.9.2 ITY OF IA UNDATION g968 // eW \ ( \ / jJ // ` 5po 1s +- \ \\ / \\ !I \ 0.B.220 P. 325 /y697,01 // / NAD 4/NAVD •987/AWES DERIVEp FROM CPS OB£ERVATIONS-,,,.VV-h'rTr�� O ` o \ r / SING UVA CONEAL POINT 31 AND ROUSE SIflWE )131 AS FIXED `•r \ \ CJ 1 \ D.B. 2076 P, 141 / // \ \ P D2.6•�=2\ SSS 5 \ D.B. 2056 P. 87 OL W. AN \ \ D.B. 1074 P, fi86 /. w WIFfl S. AN / S. GPS SE SIGN WAS OB E, 6/3VOJ 8.68 \ LL.\ \ 1 /' 69J,OJ 1, / \ \ 1i \ / 20 SAIL ARX / / / I SEWER' ASE E 191 P, 672 PLAT _ 1+ "0' S>tN17AR` % \ \ O 1 D.S. fi2o P. 6ss "�•y .�- `2e, er 7 PLAT •, �" / � l�0stU2f �3EWEt� as T 1 47 -�' / -� \ ATMP 6902-6-D-1 - / / DNAM cOiMON AREA r 1 , N T / \ \ `\ A'1 / �• _ AI_ItS H. MOORE l % / / ' ,�yry� \ 'T^" .K \`s76 J tk .i,B.'323 / P. MOO 1, / i < /l \ �r�-iYi• \ •` 6 �f (f E B. 3 H . 382 SLER. TR EES�_ - �' /` V,J7d96 9W `�4 39-1'LTt.F._..,-T _'= •... ' ----- EDN N/ ! \ \ \ (;� '•'^"%,f _ 69PR04 CI UN `-OCI ION. tNC. c J V1/-'\� f-•..�-...c- A DIP 'W -^'.A1,11 �• -- --„ ./ 1 .",. •Z 9 �„•+\,,,�, u � 7 ® v � y , O 589.34 \ >' \\ \ ` -/ \ 0 ---• -'•"• ,r-- h / , 9 S; i1 B ,_ V} f \ t - CCC111 "�•-- A ,�9 = r s ' - BT123 585.,35_•--•+ ../ . 9.£'3B 7 ) -7- 1 t'J s yu�, �V ,. r� / - Q°O °••`' -6G g3yB '^c'_ .- � •"^"__---.'--= '�"r--. � .•i // \ ' ` \ \` \ f. \ �1\P L 19206 \ \ 6L -i�- - = J.J-l+J^_ ' '-s..__...-> % �` i- ( /! J� J r - W 2 � � :' \ 590.97 - - _ _ _ _..�•_" ,�- - -fad a& ..-� 1 `ti \ r� 590-"' _-_-, _•-•-j• - - - - - - - �- - - - - - - _ i � snr }tl rra o j ,,,•�' .. J � \ �,,f••'•�� y g `n (� r4 �..,- r _..:•s_"c"-- t ! .y. ,. �.\ v / d9.64 (L,7 µl d-@!' \ `\ lY 5y �O•'\ . u"O / a 1 \ \ e 5 5 L40 Qkw Q"'�.�. A$p}{AI.7' \\ eL / �-•. ^'•.._•- - ,"..•-- /�J'7' f _-`y �..- _ t\-_•a-_,-_"'_•j`-�•l � ewt PIP NOERGROVND EO� IMALNKN� NLkS IN TF7� .. A✓' ✓ \ 1 \\ �.� •-� r'MH Be2BJ �r 7 � � to MH® 8 LOCATIO U j 'r 1d7� \\ \ • \\\\ \ • _ �� ,r, ./ c -- 68Se9 _ _ _ _'.� _ _. _ CLg7 INV OUT' fi71,98 \ Y4 F L/8 J FV•4` 5,' r rid � \ � 1 \ ®DI-28 ��JB.J STUCCO „r•: ^' \ Q / Z sBB.10 ' /off �, MCP \ \ + eLL aao2 .;; �.;;r \ / �/ / � BC 63 - WALI✓.;. ' :.r t I / D.. B_ ° , FN '' +5B°B l �(6B� r' ��� 3 0' \N A qE t R E A T M E N T P L AP INV IN 571.29 / _ I-3G 7 s97 h "* ` `\�ao m / \ \\ \\ • B ° ---- _ dUTPA L INE I EASEMENT i- �',, sszir -FnLSB ``� # 1 6J AY ' ��' � i;' 4 � / r , \ y c fp ' a:. 0\Q e0 \ + /J \ \ \ \ s o �, z `,ti pj 'ti;' c ,. , 9 v .F° o ¢ , G: yy eC r .>�aw �° D B 62� P, 470 / B!� F #10147 •°'h /// J \ N \ / [\ Lao //�,,�,r t�.Stl `\Q ? I J \ ` \ f i \ `\ y \ \ \ 8413 6� �� g J , 1 , �.,1 F 1 % ✓ ;F�. ' { �y�• � r r/ • // � � i"r"�l'•Ye - \. \ \ /-.. •,� ,.T� �. "'" � ,. �� ( ec R f , T r .rl ��,, a.. i6��irfio h � �+`°,[�' ,�; .y •� /a/,� / ,:3 j ,,/ s� � ° 7%��/."%�'W f ✓; . tee. ;,0 :4s �Y�/,c t Project ` \ \\i 5 - w 7.r , ......_.._.......Are C o ect Area A - �• "-�tr.. ' .,� , f �., HALL 1 \ \ y 4 TW \ \ 1 / I = ys0�4221 r �',y /1^ F5 m > , !. ! 9 , /.• y/ < k \ 682 ''� ec. � 1 {�/ p /,✓-,' v r uwvERsnsi / \ \ O� .a< SBdBs 1, t / _.••/ rtr ,.C�K l .VL Acres fir. '- y/.. •,�, •/>'9 r'r•''',. CONC. PAD VIROWIA / 0 \ ! 1 BW \ \ /7' Y.-Yl}1LL. \ - SB71,90 � 3[ 1. ,d ".,/ . y �o ;!di, r/ 1' i WITH WOOD PROPEAT�ES, WC. ;(�, .✓, [$ `'e! G re FENCE (TYP.) O,B, 205 P. 87 �j V ��j { r6f' '� I O 'n � .39 Acres '`vy \ \ � \\ 181,16 f/ ,� 7a T � `✓.C/a'`�. .�, •��Y7, '+�ry! -/,c. G�, t /Y „ .i. ':i iL�' i24FER7Y �r y�"� ' - • 01 i 1% - LINE RtR4S' YHTtO CIt F / \ \ Q / � 1• _.-• � - �'`` � £ ."' - �� OO ,,r?: r �''�yy�',r f f 0.8. 112 P. 487 gT I m°I y, '` \\ .S \� \ \ (�/ '� Y 4 ' $' �... - I •1 / f ,x.� / . R �F S 5 ? a ' 4 � "'2" , / / s1P' _ /.d OWLOhlSx D.B. 1 8 P. 3 PLAT d \ \ a,.' �j/ sJ3io c j:.'s� y �'s' .z r v l •.� D.B. 4>6 P. 166 -f JB3,09 /� / J74f s ` °' /q, Y, Oil ,,c1yy Q •r .t ri/ FG,�. / J / •� \ \ s � \ f. � .r \ � e � / �"� :N r' �. f �r13'(i� �uJ,�/;" ��<- .q e!!�f91�'�s .,f`. l ,.f \ / � ,,r) �(\"��� �\ �sBL�. r �pO •d 1 ,��s� '. / � � •,, � f '� i1'c r�` � � D.B. /! y18 P. Yze ° F \ lJ / l]� `'�\J 3r,-' ?^.-�'>f •,� - si,9s-'Ceza7- - f- ,i./.io, %rY.fr/ ,vY„' rA; /: rn �' `ji ¢: � i 6.',• g 1 [ r GONG. 574.24 U i / \ f • p, / t17?.B7 \,\ ••. 580.97 - i`i', r%>O%• i"`rar�y >:. �, l " ^! %l ./r" ,'r •3y ..'� ius'T ,f / / \ \ \ 4 / / �`hr �. .y % �' - �- 1 ' �' � � y ,/j. r,,, �i ; ",!�, '. � �.. � ✓�,�` � 51`' ,�.9i'Gt/. +�,.��n�, 1s �'l rT/�9, ry . v / \ / ♦ � 1 +Slit .?:«'-i, %' Y � T -346 �.4i;.5. " G` �� p /�'.« /� /l a'�� a� % / J.h " / •° \/ / � \ � \ oQ � ��' � -v.�\ � � 2 -'" -\ �--�-- s � d2 1 � r � �.�'� � �i c X $�/l.�y ;� <3r'",>��"%'. y ;,y-: r s'''; ,=� f �' i ' t \ _ J a a 0 / �/' rG' � ^.'r '"""^•.. / 5,� �, 57J.3 c Tc ( / `f ,� , : �� r �'i.r-�'`: � �,/ y ., d rs 3 Y �'r. • % s - - h �, .- - J / /\ d' � : / • \ ` \ � 0 58 P 7213 --_• LV' J9.9 \JJ6.1 { / f 1. /' �. 'NT :'t a+r y, .f1� � r � O 101rC/•t%b I --- -- � - - --- -- \ � � \ l P, s7t9J C7T` •\ J J / / 7;v� , i <.. / .��' '' � .9" � ;3'y's' - t•. f� 7 T \ b /) 9`� - v `' 7:.3 n i a` % .J r s(c �/, yr. �• , .>; 7pC 1 \ 4/ 11 CMN\7B � ° / / I\ \/ \ \ ' ,1,0 /� � � °h �,oG � f�,°QV \ " � �'/ j s�.a,1%. l yn� �...y� �na✓ - « ...o 4f'; � L` a � n9 \ /V \ o / J \ / �� f J'� JG ,.(\/ J ^ G, ` 0:16 � r .e%. . � : ,,.; ,t, {• / �r �'J /�Urainage Cea S 11 �9� . / �, \ \ \ \ 3� �,v \ • r . / / / �� oz 5Jr d'� a� 6 - Df-3t;v`alao - o bbe W v v CJi�B� \ / \ \\ } Fjt � ! l . � \ srx12 / .�\'2 - ^ Rsb760/ f � S0, .1 aer '6 • a ! / r� \ c c� r r` faiasl 4 ` I "PARCEL A" / J / gbb /\ ,\ ~ •" \� Il�`'Y �./ 1 \ o,� \ `i\ s72.BY�r59Df2)-Ot-14A / + 7" iq / r \ ( . - __ � BC Vr 71 6 R l ry1�� gg ARF(tLOTEL '� ° / \� ec : s,L , CELL / sloa4 r `I• o � Mom,,,_^� \ sse.0 5 ONE v � O sJ / F -- r ° aDWAtk 1P AC. -( \' (10 �\ a `I\� ' / P 5SP � P lAE � 741e Y -,_, 1 B:82 � `! CONC. P�D ' ' •� 1 \ - / l / r !�°\ 'J `X/ �'C' �1 % / 31`Jy\'PFPP \ �\ 'F1!'0 \.\ Y µ J WITH TRANS 1 V // L > /,/\/ D 71® - / • \ \ �' `r 9C / 17°. \ ,�� �Q\NO.\OQ.F' \ \ 7`'�/-,. _'�• *,.�.•.KE'-' -� 568.0 '� a \ \ RMER y { \ 1 IN E/ n ENV 06 10' DRA' \. / f /`� fES b0 \ ` \ l t lam.xOs 1 �',rt4\�\\5 'C\-_, "� t �, 53 �•}� Y�-�' ou �, / ssao3 1 'f33F'o� t ° 1 \+ 4 \ \\ �\ b 7C�2y / AG `� ,E'� � � �` f / �°J \�tt" .''' \ �' ` 7 '� ate EaoP� \\\ sJ � ecO9' v ` !� " wr.r rnrwrw, x. O [ / ; \ t� PI .\mil 0 ` � / w •"' (;� \ \ /6 0.957 / { i f ,f Biofilte�' /\ ,s\ \ v \ _,\ Jp, 2 \ .T ;A ly'`' G [ ///a \ / TW B ) 6C -•� t H E )� lJ"'� \ \ \ B6 2 \ 7� f -- ,�-• , BC °y G O• . ! v bb BO V s7°. ,� / !f-}8./-f. 36[J7 ! 2 L 2 57x 1 ' 9 / \\ f l / \ , f \\ . , „VA K .\OPN,O� �'� • \� 4 F / t0 36596 56470 C 9 BRIC 5 0J g 509,1 T ,.� y mac. / O / 1/ \ _ �\ \ / •r; PAD ti oJ`G w c � B7 ro ' !Y. �j ,✓ i• '"C..�,��-•\� eC 46 INV IN \ f Blonner A/ "-- \ 11 \ O • r. 674f0 B 6 PV1� ,/'''1. f (; t,' GR L f _ S7C°'' tt Y5 1,�� ajR1B' " "'� .r •J < Jaa92 5e B '1 / ) \ _'\�. I P ��0� \/ /. � I`` \, f /r�epf' • \ f 1- F �(� � S6 .1B � `6BJ } � , \.�` `-{ T - dt' / •Jf0 �% .B9 _ _ - TC �'\_\ \, '\,-._"�•:. - 41r, A ' -.� J �/ I R\�_ /6fi•_. !l�T.I \� Project Area B-\•BJL \2f S74B5 6TJ`66J r� ;�11 \ .\ -_ '-_ -• \ L 111 p\ / \ -^,• .� k 0 / �' ' 1 S' � .l "\� .,.!'^".. 6s.9 SB,A9 OOa' SB3.t `.%` 1 ` W'4� � 5JGtf � \ G��• i� E 00 \ L \\ .yam 69.f �'1 fQ�J' 68.7 A /3 \ 7\ ! . BOxl4Gi I PEBE3iED 6t6 Cf TJ a 'J J / p, F` C, J ONC. BOYI. \ / °j� _4 � ✓ � ) �( WA e696 FH 0.83 Acres\I �Q- f � b0 y�/ / ` r •7 •e ((�. f579.6 ) a`C +G,C��f� \: � \� /'� +J6SB6 , Y � 56 � _ � ; �--•�•-ti..,• / , \ fZ { y f 3 hfp f • \ J / 6st , T \ rc\ ec sae tt o !1 - 1 i \-- - _ 4 20' ACSA SANITARY '!� ? // � 6J, s6 \♦ti- n `SEWER EASEMENT v f / 7 p / ( '3• A Z. H SSG39 1 t " F S T \ \ OBcr `�-_- JBNf1 501.17 a e f0 /J /' e64 t ✓' FH tr C ^-•.. 4 6 4 In^'155 "t..rJ °��•�_-- / t 9 D.B. 740 P. 32 \ jJj m JB qy CO \ \ G, I r$g6 ���yyy \� 7G o 'TR 949t�,;,O" �G .•-, � r0 �,,,,,,,.,. \ 'l • /\ `_^_ _��� /�83 /��re6 / y 3 /,,.• D.B. 397 P. 186 \ ��\ ._,.._......___ -.M- --._. ___ - .. _`. C(`` ....�'`\ , _:,\\ d ' / / \/ :1 � � -'•�••. � � �\\- ✓ � caJS �/ �\��\N rc / - _";l \"` 6aJ'a7 1�rs3aJ '"�� f - M � \ \ �c \ \ 0 qL \ -_. -. - ^ ._-- e4 8 •� \ r \ t \ * i // :>' r1�• / 1 /�_./ -i,554 °o li,,,�•.J' .'\_ •- { rBCB.16 a ss \ �•-`»02� -` \ / / \ ,,-d 5a9,17 J Sedim°\r�ry1y/ps to be converted to 0f ANrTARY -' I a 8• _' t\ \ °, , l\ O1/!\I OFP / "\,.J ` 7C /r O (T" "PARCEL A" =MENT 8ior ter Only after Vegetative cover NV OU7 -"�� VCp `_ \ • MH f U ss JJ O ,� { 1 ^-- •-_..., ` \ fis 'm A 2 STORY BRICK euILDWG TMP 59D(2)-01-2 \ \ - ar \ [J U,B. , 34 bean established and p�R1ng 3.36 --^-`a °' ` 1` BOARS HEAD INN > > \ \ \ \ I ,�/ UNIVERSITY OF VIRGWIA D.e, Tao - 32 area has been stabilized. �" �,,,•, _,� \ ` A + I _ See 6heet C10.0 for WR-9 detail. �.,- / � E� s6RP / N�hV!(�RK 6 EY C ROL / ~ \ \\,y0 / a HOST PROPERTIES, 'ter// 0 1 1'n,rLASHER. EL 2 D.B. 2933 P. 83, 85 PLAT \ �m ,�( 68 P. 87 / // / RB / ,Q� \ / /' �� '1',,_ ° \ f1 � � J / w •L TION. / �, FF 9 A7 MAIN ENTRANCE / N - D.B. 20 `,Y(� j}) B'1/°fi lift �' / \ ° �" ` . / {�'` �' /,-r1� / l //� 17 D.B. n22 P. 487 ` \ / \ 'J`•J, / �\ • �• \! _tea d !O�°• \ C • \ L ! i- Oros D.B. 785 P. 69 \ .- } � W �' f b i / P1r � \'-''\✓tti,/` -`• ! .., TOP RAIN P RAIN TOP O Biofilter Q _ "�..� i i- � • j�p Q � �. V. 665.95 TO555.9Y DI.1 �'e� \'V INV I !�,.// 1 e "C J \ YD NCt\?'hS'SY"E w,- �.0.18 .� s A \\ ((�V' / ,•, •--"'^_ TOP INV OUT TRANS, VT 6j fi54.88• / / F ♦ /// • -.+' ^'_'__'� d/���� i' I �0\ v`•i / / / \/j'/j`//`�.-'��J{) !I / 1I tti `/.••..._� �,',.,. ."�fp-C L1�---. • EE�\�.,.,., -.O„- �-.-: �QI _ _..-�..••--O O •'^`O�_.•l,...�_-.•.-.,_.__.., +%` "- \��.'tyJ,� / „.• "'"/ INV IN INy ss 8" VCV P QO Q �G,O be NV IN ° / 6 - Q 4P TOP �L�dy 1 Y Q i W h - L1R 0 n 0 0 0 JI \ _ < ! \\ �•�i' �+.�.�.1-�V,.,��) t O Q 1/�J,�1'� `51 -J El O / / \ 4 exe t' "-1 �J'J i / +'` \ \ \\\%% ,r N\` / \ 0 V I V INC 52 0 TOP 5 .46 •'/ \ ` / / 1 - a w I \ - 1 .� \ r / • - Ij � - 1 O / \ / lZ[ ° ° \ Sb TV Ox \ \ 000 46 Notes: "\ I i ?,� • a ab \ 000- 1 �- \ / O / 1, Contractor shall adjust electric, telephone &other Wcis6ng n � � a ��� -.. � \ �• / utilities as necessary for installation of improvements shown on plan. V \ / 11 / // o'✓ ° B • `"� \ _ \ \ - ,� -` - '~- / 2. contractor shall be responsible for notifying *Miss Utility' (1-800-552-7001) • `\ bb ° SMH J� \ ` - ' prior to commencement of any work on this project.\ _ ` I I \ \ /�J J \ \ . 3. Electrical service for lighting not shown.OP8 W V • f2. V 1 .� -.. \ 1.,, 4J 24' zc1 N S9S 0•N S 6N;q3 / a _� `.'\� "'�C s"� �" V �` ^ mputations For Worksheets 2 - 6 Short Version BMP CoShort Version BMP Computations For Worksheets 2 - 6 Short Version BMP Computations For Worksheets 2 yater Protection O- 6 Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle CountWrdinance: Modified Simple Method SMH m m \TOP 0 \ \�, \S \ '~- -� X --C X P -Albemarle County Water Protection Ordinance: Modified Simple Method %/ Plan: Boars Head Inn Meeting Pavilion Water Resources Area: Development Area Plan Boars Head Inn Meetin Pavilion I - J ` \ / - ------ ---- - - --- Water Resources Area. Develo mentArea / //L - ------------- -- ----g Plan. BHI Meefm Pavilion Water Resources Area: Develo ment Area \ --- � e / / \\+ / Preparer. Hal Jones Date: 27-Oct-06 Pre])arer: Hal Jones Date: 27-Oct-06 /// RT \ ... .. _ _ .. ..-_......_ ,...._ ._... ...-_......_. _..... Pr rer. Hal Jones Date: 27-Oct-06 o-�4 b / / sa9 f"r1� / }E GROUND rv-!/ pp�t � V OV7 '� • /° LIGNTNO Mod 'ad rid Wall Project Drainage Area Designation Drainage Area A Project Drainage Area Designation Drainage Area B / _ - Project Drainage Area Designation Project Area C ,g` \ • \ \ INV IN 661.44 �, \ ` - / I / ° • \ \ _ _-, l - -� \' L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)Rv/12 J [ C(A)2.72 ] coefficient, Rv mean runoffL storm pollutant export in pounds, L = [P(Pj)Rv/12 ] (C(A)2.72 ] - - - to DIP fficient, Rv 0.05 + 0.009(I) Rv mean runoff coefficient, Rv = 0.05 + 0.009(I) Rv mean runoff coefficient, Rv = 0.05 + 0.009(I) Pj small storm correction factor, 0.9 Pj small storm correction factor, 0.9 Pj small storm correction factor, 0.9 � ° \ •-''" 1 percent imperviousness I percent imperviousness precipitation, P annual precipitation, 43" in Albemarle I percent imperviousness / K. P annual reci nation, 43" in Albemarle i-"--'-•_ -_� P annual precipitation, 43" in Albemarle �. - • • A project area in acres in subject drainage area, -.1-1 A - t 1.39 i A project ect area in acres in subject drainage area, f- - --- p p / ° ­­-1. -------- -- p j 1 9 i A 7 0;83 A project area in acres in subject drainage area, A = r 1 62 C pollutant concentration, mg/1 or ppm target phosphorus C ollutant concentration, m /I or ,..._ P ) 1 9 -- --•.' r \ / / P g pprn target phosphorus C pollutant concentration, mgll or ppm target phosphorus / Note: ®• • f factor applied to RR f factor applied to RR If factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 0.5" over imperv. area A(I)43560(0.5/12)/27 , = °O p1 ' ` / RR required removal, L(post)-fxL(pre) RR required removal, L(post)-fxL(pre) V required treatment volume in cy, Stormwater Management will be handled through a %RR removal efficiency, RR100/L(post) /RR removalefficlency, RR100/L(post) removalRR required LL(pre) /RR removal effcency,RR100/L(po)combinaton othe exisitng onds and with two new Impervious Cover Computationwalues in feet & square feet) I C C I f t& f t !Item pre development---- _.-_-€grea post -development Area_ I Roads Length Width subtotal I Len_yth Width subtotal 5542t 1 5542 (-- 5542t (�---0 11 5542 0- .._.._0 - - - - __L _ -! Driveways Length- Width no. and walks _ -_• subtotal -- 1_-___. Len th Width no. I subtotal ' 0: ' - _ 5542 f -- - 11 _ _ 0 - --t --- .. 1a 0 - 0 Parking Lots -._.J 1 2 _ 3 4 ! ( 0 1 2 3- 4i 24309200 - ' 7230 - Oi �( _ 18860; Gravel areas Area -x I Structures _ vArea no. subtotal If 01 p� j- Area 0.70 = no. v subtotal 0� _tive) ___ -0i 0 - - -- O OI t 0 -- 0 Ac- ra d y g ze pasture & yards and cultivated turf _ Active crop land Area _ --Ojx0.08 ry Area _ (� - _ -_ ;-- i _-� 0-,_.....__j0]x0_OS_--_ _.___ Area Area 0 Other Impervious Areas'- ___ (x 025= 0 -- x 0,25 = 0 Im ervious Cover P _i Item ous over omputatton Iva ues m ee- square ee -~N biofilters laced below p b the new parkinglot. pre -development - (Area post -development ;Area t Roads Length Width subtotal-j Length Width subtotal ��9 1 +�\� 11 57421 57421 I.- 1( 17-42�6� 17426; ! \ �1 ' / 1..---------- - / i Oi 0 Oi 5742 0 0 07 174261 Driveways Length Width no, subtotal - Length Width no. subtotal �- 72 and walks 1 w �1082 _ 11- 1082 - 1 5772� - �T -_ 5772( \ /� 106� 1 4266 __1 4266] 0 Ot 0' _ 0 1188 1 18___ 1 1893' 11931 \ North ?Perking Lots 1 2 3 41 1 2 3 41 / - _ 7518 5515(- W1 dI, - 435 17607 490' 3549 0-�;- - V�0 4039i Gravelareas Area I 10521 € Area Scale. lit = 40t 9871 0 = 14274:4 x 0 7O,x 0.70 =;_. _.. 0• structures Area no. subtotal Area no. subtotal ( 40 0 q 80 120 14581- - y 11 , T 1458 �� 18115j-- -" A I- 0 OI 0 154619439 Dc • I Aciivel -razed astute & Area Area • (yards and cultivated turf 300331x 0.08 = ( 2402.64 - 17732 x 0 08 1418561E % Active crop land Area . I Area 01.0.25= i O \ •• \ vI / / / // \ Other Impervious Areas ( Impervious Cover }4u 61%t _-�- 1(Pfe) It ost) .. I re I ost iRv(post) I _ V _ (P ) (P ) _ ( R_ v(post)1_ V ( - \ • • • / / / / \ \ I w Develo - / Ne pment For Development Areas, existing impervious cover <- 20 �(pre) ! v(pre) L(pre) /o us cover NDlt tA, iti LlPost) ( RR w (%RR I Area Type _ .._.,._ .. ._.___ .._ ._•_..; - O -1- -f l t(Pre) (R�(Pre) ' ��Pre) i L(post) ( RR % RR Area Type ii :p�0„ tr00¢(b 023 1 17 3.35 ( 2.18 3 65/o Development Area i A.52' ..__;-_-- - - S?74 ' l f1Q _8!d 0.6� _.5_94 r 7 38 1 44 19% Development Area wQ 8 f rQz 0.19 0 48 1.67 I 1,20 } 71 Dr inking Water Watersheds 97 ----t1�Q 2.3.69 ; 0.72 ' 19% Drinking Water Watersheds 04QQ">*R•-__-0.19 ; 0.55 1.91 ' 1 37 71% Other Rural Land i ° - -' ! t 4nk4 J 1 Ot} tat 0.60 , 3.40 1 422 0.82 19/o Other Rural Land / *min. values - I * min. values tedevelopmentSFor Development Areas, existing impervious cover> 20%) ? ' Redevelo moot For Develo mentAreas, existin Im ervious cover 20% _ * t 1 'Co ° �_____--.__ _ _-,_ ____ .• •.__.•-i �____t?_._____.(-.-_._- P_ ,._.,--..______.,..-y __P __-,__._.•____. 1- _._- Redevelo moot For Develo mentAreas, exsshn sin ervious cover>20% \ C (P ) s_,-_-- P L pre L post RR /o RR j Area T e _._,_.____ __-__ -____. -_, (__ _ �- _.__ P ti _ f I re Rv( red ..._ ( _)_ _.) - - - --- Y.p._..._. __.._...._ C1 f I (pre) * L Rvspre� ! Lf re) ] L-(post i RR %RR fAreaT a �, p - -- F1, - P f I pre Rv re L re L ost RR yQ . t S> ��� a 0.38 3.22 4.82 1.93 40 /o. Develo moot Are - ---- _ , I p -) ; % RR Area Type _...... _.......... • i - --"`- _,.j. _.. 1 J P a I o 1 o f I S.P_).' (P)•-;. .( _ 7 8_24 _ 0.231 1.17 : 3.351 2.30 69/0. Develo mentArea _. __.._. J.: _ __.... - .LF - -- - ._... i P o' 0.60 5.94 7.38 1 2.00� 28%L.Develo mentArea -� o _ , ,, , ,.. _....,.. t1/a P Q 3 85 0.38 i 1.61 2. 1 I (a _--- \ For SWM Infor 4 1.04 4 � � 3/0l• lnklny Water Watersheds �,0 i r ,_ P i r 1 , o '�- - - - s,-:_._._.. - J5 _ r. jj 0.19 0.48 . 1.67 .2 _ on Only ;, o _ ..._ _......._f _ ._. o-j... i .. _ ...-.., 4i _ ( 1 7 , 76/o Drinking Water Watersheds w i 0.6 97 ' 9 ; 1.16 32 o Drir kit Water Watersheds t .,_... o o p•�5„ 0, FQfu., 0 2 36 /.S 9 44_ .. 5 .. _ ._ 11 0.38 i 1.84 , 2.7 c.._ , r o . - --- u - -- ._ . _.-_ ,.._ : / .._ ...... ... ... 1.. _ 9. d a7 6 , 1.19 r 43/0) Other Rural Land r;. 4 ' r o .�_..:.,_,..�_,a,-,.,....<..,.��„ \ Q. 4i .9 � - :1- 0.19 ' 0.55 1.91 , 1.45 76 O 1 4 �- .: ..z: . � .r -s, . ° .i o .,. 1 .+) � , /o they Rural Land060- _ ... . ,.__._..._.._ -- -- -' s '>--� • -=T• •n r� � Q �4 ' • ,Q 8.� 'lf 0 60 1 3 40 � 4 22 1 33 1 32 / i Other Rural Land I \ -•" Interim Manual, Page 70 rev. 16 Feb 1998 GEB Interim Manual, Page 70 rev. 16 Feb 1998 GEB Interim Manual, Page 70 rev. 16 Feb 1998 GEB u e ® e ARCHITECTURE °• • 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOARS HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL VA OF - V - CERTIFICATE NO. o Tll9 0 J% �Ss ' C N A 1- PROJECT NUMBER 2511.06 DATE JANUAR" Y 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Stormwater Management Plan SHEET NUMBER 611127*7 zw Copyright 2006, Glave a Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glavea Holmes AssociatesP.C. u e ® e ARCHITECTURE °• • 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOARS HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL VA OF - V - CERTIFICATE NO. o Tll9 0 J% �Ss ' C N A 1- PROJECT NUMBER 2511.06 DATE JANUAR" Y 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Stormwater Management Plan SHEET NUMBER 611127*7 zw Copyright 2006, Glave a Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glavea Holmes AssociatesP.C. Boars. Head Inn Meeting Pavilion Engineering Calculations for the Stormwater Management Control Plan Volume Computations for Biofilter "A" Impervious Drainage Area: Water Quality Volume: Top of Berm Elevation:. Top of Weir Elevation: Top of Biofilter Mix Elevation: Top of Underdrain Elevation: Top of Earth Fill Elevation: BMP Storage Available: 0.8 Acre 1/2" per Imperv. Acre = 53.8 cy 569.20 ft 568.20 ft 567.20 ft 565.20 ft 564.20 ft 75.8 cy Elevation Area (ftA2) Vol. (ftA3) Vol. (cy) 566.5 0 567.0 1150 287.5 10.65 568.0 1660 1405.0 52.04 568.2 1874 353.4 13.09 Total: 2045.9 75.77 75.77 Boars Head Inn Meeting Pavilion 'Engineering Calculations for the Stormwater Management Control Plan Volume Computations for Biofilter "B" Impervious Drainage Area: Water Quality Volume: Top of Berm Elevation: Top of Weir Elevation: Top of Biofilter Mix Elevation Top of Underdrain Elevation: Top of Earth Fill Elevation: BMP Storage Available: 0.56 Acre 1/2" per Imperv. Acre = 37.6 cy 568.10 ft 566.20 ft 565.20 ft 563.20 ft 562.20 ft 53.2 cy Elevation Area (ftA2) Vol. (ftA3) Vol. (cy) 564.5 0 565.0 746 186.5 6.91 566.2 1335 1248.6 46.24 Total: 1435.1 53.15 NOTE: 1. SEE DRAWING 5 FOR VEGETATIVE COVER OPTIONS. 2. THE DISTANCE BETWEEN CLEAN -OUTS WILL NOT EXCEED 50 FEEL LANDSCAPE PLANTING SCHEDULE - Parking Lot ,Area 53.15 I OUTLET 6" NON -PERFORATED PROTECTION PVC PIPE TO OVERFLOW DAYLIGHT n PROTECTION STONE WEIR REBUILD AS NECESSARY BERM BERM I Ti �I I I I I I II II 3:1 SIDE I I I SLOPES II II I (MAX) 4"-6" PERFORATED PVC PIPE SCHEDULE 40 OR APPROVED j l I I I I EQUIVALENT PLACED 20 ft. O.C. II II� II I II I I II II 11 II I II I OUTLET PROTECTION/ II II II ENERGY II II DISSIPATER II II II STORM II II I I WATER CHANNEL CLEAN -OUT (TYP) / PLAN STONE TOP OF WEIR REBUILD SIDE SLOPE REGRAUEU BERM -\ AS NECESSARY -7 TO 3:1(MAX) -\ 2'-0" MIN) ORIGINAL SILT J TRAP SIDESLOPE PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20 FT O.C. STONE WEIR LUCK BIO-FILTER MIX OR TESTED AND APPROVED EQUIVALENT UNDERDRAIN GRAVEL (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC REMOVE SILT AND SEDIMENT AFTER FINAL STABILIZATION. REPLACE WITH LOAM OR GRANULAR EARTH FILL. TOP OF BERM CLEAN -OUT 1'-01. W/WATERTIGHT CAP 6" MAX 4"-6" NON -PERFORATED PVC PIPE @ 1% MIN. SLOPE 20 ft. O.C. LOAM OR GRANULAR PVC EARTHFILL PIPE @E1%MIN, ESLOPE CROSS SECTION SILT TRAP RETROFIT TO B10-FILTER NO SCALE WR-09 SILT TRAP RETROFIT TOBIOFILTER.DGN 10.01-2004 BOTANICAL COMMON SIZE NOTES 13 Acer Rubrum Red Maple B&B, 2-1 /2" Cal. 9 Ilex opaca -American Holly #3 Cont., 18" to 24" 54 Ilex verticillata Winterberry Holly #3 Cont., 18" to 24" 49 Itea virginica "Henry's Garnet" Svveetspire #3 Cont., 18" to 24" 25 Myrica cerifera Waxmyrtle #3 Cont., 5=6 40 Prunus laurocerasus "OTTO LUYKEN" Cherry Laurel "OTTO LUYKEN" #3 Cont., 18" to 24" 4' - O.C. n, r 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE B OAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 . F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL PROJECT NUMBER 2511.06 DATE JANUAILI.Y. 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION February 5, 2007 SHEET TITLE Stormwater Management Plan SHEET NUMBER o�/27[7-b1)' C5* 1 Copyright 2006, Glave Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave a Holmes AssociatesP.C. Private Sanitary Sewer Profile p !' 575 O >II O >' 575 F_» _ _ W II , II �` II LU ----- -- f g i i560 rr-r r M M _. _ __ _ _. _ _ 00 It W - fe LO 00 II it It c� II II II 555 _� . ,_ . —_ _-- ; _ ____._ -T- .� --- _ - _ —__- ------- -- 555 -W W W IL LL C\j CO 550 550 9+00 10+00 11+00 Seale: 1" = 20' Horiz. 1" = 5' Vert. 20 0 20 40 60 Waterline Proffle 590 - 590 I- _ --r______ - _ _____ __ _ (g, _ (ar �_ _ _ _ _ ._____ �___ �_ __ __� _ _ _ 585 T ! Proposed osed Grade i .____.__._.�_ ___._.__.._._._.� ____ ___------ .- _ __.�- Waterline _._-_-..._.»_--._._�.____.._._ _. .__�.__ _ __.._ ._ 575 575 �-- �-, I- (Fir rvicey_______� .�I T: VL�Y GI"_ f _��� _..... ._.._...._._.._.......__ ..._.....-_...._.� - _-._.,_�._. ►�,,,,rre -._._�_...._ �._._..__...--_--.__._._......_..�__.___._-».._._.__..._._...__ .._.�_.._. »' �_^^--_._._.__._. ..._.__ ........._.__._... _-- _._.� � -...._.._ _.__.__. .-. iW f�'-Y. 570 570 555 _ ___ _ _ �___ -_ _ _ ___ __ _._ _ _�_ __ _ _-- ____r_ ___..___�___—_ __.____ __ . _ _i _ ^—__ 565 _ ___ _ _I - ID j- 0 W < T` T CO An 555 555 C) � � I _ 9+00 10+00 11+00 12+00 13+00 14+00 590 590 590 590 0 ;go 590 --- --- 585 —_558 8 580 8 o - CQ - 80 58 8 0 �; ----- _C9 575 —575 o M Tl; w s - _ N LO 00 570 -- — Uj co r " 11 M II Ln 1 > w _ -- - - r 570 T ca— - -- -- --- -------------- _ --- - -- --- - - - ------ - --------------- U 565 aLLj, I ' N W CEO (�O 35' N It CO o CO 560 - --�---- - - Existin Gra ,e o 0T LO LO o •(D LO tn_ d: _ f 30" — RCP �p7� _ _ 11 I� ;if n LO n. 1 _ ___ _ �� ,^ `' ______ u) Qj O II T I ""' i; _ ? — 5 200 _ O _ n @ Q 7° . -_- V -a_---' - " o c�a Q Q- Ln ' 550 o{ Hl�d Re 0 o °' 0FL _ - 5' o g — - - - — 545 o Ln u W o° a --- LL 540 O 0 -- co co - - - n540 W U) -- - ROE- o T- i�— Cr o- n- c J 535 — _C W m '� c Cn� S J J w T_ _� .� C (n _ w m �: w �' u w w w w w w wF W w w w a a` - 1 -4- 530 9+00 10+00 11+00 12+00 - 13+00 14+00 15+00 - �90_�. 0 590 5 590 Cd o _ 585 xis ing ra e + I N Z - - _i -_ ---- ---------------- -- - - - r W - -._ --- -------M-9 - cli 580 $ - -- --------------- - ,- - - __ �. o �, o------------- N M It F— II LO ------- c+ II t Lr) --- ------ -- - -- _ - - -- - O co 11 co> LLI «r __ - + , M -- - W X +.._ � . ch N to 1 w 575 E — ---- - 570 570 __ r_.� ' RCP �. o d 0 Ln p p 8 55 ° 48 i ' =010 0 0 of 30" 565 NC 35' c�r f30 LO� v 10 of 30 R @- coca �� 43' 00 of30" NooCi ° of 30" R —_ � ° r` (0� "' ar-(Qu- RCP ° LO L 1 t` oo ¢ `-ice- U--6-2*6 x W — -- (p cp 1-.920/6 II II g g IL LL �- �0— M 560 555 550 545 �I_— 540 _ _ — 535 530 _ 15+00 16+00 17+00 18+00 19+00 20+00 Scale: V = 20' Horiz. i" = 5' Vert. 20 0 20 40 60 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamber layne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL C H or-n i J FRANK D. COX CERTIFICATE NO. PROJECT NUMBER 2511.18 DATE January 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 12, 2007 SHEET TITLE Storm Sewer Profiles SHEET NUMBER (07[2ZO-7 fitr C6 1 Copyright 2006, Glave It Holmes Associates P.G. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from GlaveIt Holmes AssociatesP.C. 575 in-g--erade.,--- _.___ ___ _ W 00 ._�__ i coit 575 awe ! 0 --_.._ — W Pro used Grade__. 570 565 -_ __ I _-. ��_______.�� _ ._____ 565 I __§ —.____.-_____�_____________________ ___i_ __ ___ _.._____ _ _____. ______ _________.___. ---_____.._ cc�______ ___'� __ ._ _ ____ ____ __________ ® _ __ _ 560 555 � � � 555 _ f _.___________ _ __-_ __ ___ _.___ _ _._____._ ____. ____.. _ ___ �_.________ _ ._ . __ 550 550__.._ 1 _ _ _ _L 9+00 10+00 11+00 I _._.i ._.. _• � - I 575 �o cr- Q � I. � Pr-o bsed G�acte li o ( ;" ;r o � ��LU (� � t u.J / 5 I _ 00 X _ --_ -_- - — - �(_�- _ _570 r - -- -- -- - - - - - , _. 9 � ... _.... � 1 565 LO565 LC � I I - 560 I , i T I i i 560 555 _____.____ _______-� ___.___.__ ____ _____ _ ________ T 555 9+00 10+00 11+00 12+00 T_.____ ______.__ 585 11� co 585 to T II LLj — J _ _ _ _._ __ - - ___ _ ____ _ Ll__— _ __— r— > _. __ .___.._ _ I 4 580 C] CO © — t� / _1 1 i i 575 - - _ i Pro aced Grade _ 575 i r .01 O 570 I I _ 570 RCP T—' �_._...___ lea-� LO 56 I _ III -_..._ tc 14 �.____.__.____r. 0 ° 4/ I U �- r - i 565 IL I 1 560 560 555 ___, _____ _.__ �_______-_________�.____._.______._„ _____._�....__._._._ ____.__._._.._.___ 555 I �_�.mm—y________ _ _ 1 _ _ _._ _ _ _ � ___-----.. _ _ _ _ _... 9+00 10+00 11+00 12+00 580 575 570 r I i �__�___. �. F- _— _. _____ .____. ___ _ ______,_ _ _._.___._ _� _ _ _ ____ __ r___.___ , __�_ _ __�� __. _ _ ���.. - � _ ___ __.. ___. _- _ —_ _—� _.._.._...._..._____.____........_. _ _ _ I r II ------- _ _— ______.___. — — —_ _ _ � _.________.._..____.__..______._..____._.____.__..__ If _ CD � LLJ I I �` �i _.__..__--_ ________.__________ 00 00-i�t7— CO a)__ it UT- 0 0 rc ____..__,__v_____.,_._-- --i �« , �_ f 575 570 _ _ _ �. _ _ _ _.___� �j ' N o r 4r" 555 _._,_.____�_,. _.___ ______._ .. . __ _. __.___,____._._ _ . ____..___.___ __..__._ - i __. _._.___________.,___.___ __ ..._ _ ___ _ � - , - __ ._.._ - _ - _..,__ _. _______ _ ___ ._ Cr II � T v _, __. _. _.__ - -- - - . ___._....__._._ _ _______ __.___. _._.__ _ _ I ... � �---. ,__.... i 30 o Oft ON- ►n II i _ _ I 565 --i I o E 560 I t _ _ L�o Lo �LIl_._. 560 3 o i J � 555 ____— ___ ! _ .___ ___ _ _____,. __ __ _.__ _ �-� -- — — ^_= ____� - _-___.' __ _ _�-_-------. .___Lf)_ _ ___ �- __ _ __� __.___ — --___ ________.. ___ ---_ ___• 555 j _ _ __ __ __ _ _ _ _ _ cn cU c0 (d I _ 550 V��/� _...._._ _..._...._. ...._._ _. ._._ _ ___ ..._.._ _ •__•___ 545 _ _ __--- _ r_ _.._._ i ___.. _ _ _- -- _ . i ..___ _ _ - _ _ _} -� 545 540 540 535 i~ 1 1 � � _.. 1 .__ � l�__.._ .._._...__ _ .�� � _ __...__ 535 9+00 10+00 11+00 12+00 13+00 14+00 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondette Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc Pi rd Drive, Suite 2 1300 cca v 7 0 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 %'l:1�e11 J KRC Ci 9MICAM k1�-o 7719 NAL PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION February 5, 2007 April 12, 2007 SHEET TITLE SHEET NUMBER g[ 1271-Z, 07 4 i� r - f. r �h Six eF ' { r f4 Copyright 2006, Glave ft Holmes Associates P.C. All rights reserved, These drawings may not be used in any manner nor reproduced in any form without prior consent from Glav6Et Holmes AssociatesP.C. •:)•dsal elaossV SOW loH 8anuIg wojjluosuoo aoudInogiItA tuao; due ul paonpoadaj jou iauuew due uI pasn oq jou dew s5u1meap asogj WAJasaa s149IJ 11V •D•d saIelaossV sawl°H B VAe1J 190OZ 1g81iddoD 0*LD .el?q Lagzr/ho 2138Wf1N 133HS DATI-611-eN 10JJu0D JuDWIPOS -13 UOTSOJH 31111133HS NOI.. H OSHCt HIVCI *ON SNOISIA321 :A9 a3>103H0 :A8 NM G L OOZ `6 t Y\- C1 CZ1�I�'C 31bQ 90+ I I SZ 213MN 103MU 0 6W o ��ta�� %X 4.YNt/,Y-4 n Z -qo Hy� 1d3S M, I, t86 Kt 3 8S£ 1, 1786Ktr 1 Z06ZZ VA 1a11!ns@IIo1jey0 100AS Wd 80tr (d3M9N) ZI10M pjA9 uoslaN S13HIIHMIV HdVOSCINY1 0t,SL S6Z t�£t 3 I, £ I,L S6Z Kt• 1 Z06ZZ VA `a111nsaJJ0laey0 lawIS u81H ISe3 OZZ (001) AuedwoD xoD auj_ `MNI ND -11AID S1Nd13f1SN00 S,d3NMO 6668 9Z6 b0£ 3 MR 9Z6 WE 1 OS8OZ aW `apinyl0o'd LOZ alInS `an!aa pae00!d OO£ I oul `ABalejIs Poo3 ONIEYISNOD HDI.ZIHS 000d I,US I,Z8 01,tr 3 096E I• ZS 0 btu 1 t7OZ I,Z OW `uolxnd peo�l gnp allapuojlH,l 60SL PI-1 1aApeaoge11o0 u81saa 1e0!JsnoOd -UHH IIONH-1VOUSf100V Z 1,0� £OL My 3 61,00 0£L �08 1 966£Z VA sa111nsO1uey0aW peed auAelaagwey0 �%,6 (3H) sjaaul8u3 aanoueH SNHEINIONH dElInl 13 "IYd* f 1DC1N1S SiNbiinSNOD VA `H111ASH110-1?JVHD N011IA 'Vd O 11RHIN NNI C VHH S,NVOq 311111ArNd w00-sawl04pue0nel8•MMM M SL££ £lb£ 608 3 £0£6 669 �08 1 61,Z£Z e1u18a1A `pu0UJq:) i 00£ allnS 11@wIS u1eW ISe3 608 0 r weoi 0ll!ns9A1eH 096 mol uallno 06 � WE01 egsd of AE)>i Sips I1005 [:aluos •xoaddy. L N SpOS 1 'A� f Ill •4 Yf Y .�, l dot ) � 'C S• �t,t F Alalelpawwl @pew aq Ileys saOlnap 10jlu00 uolsoaa auI lo. ssauanlI09:40 @uJ uleluiew of dnueelo to sjiedaa AaeSsaO@u Auy •Juana Ilelu!ea buionpojd-gounj goea• jape pue Alleoipoijad saanseaw lojluoo uoisoja lie Ioadsui l!eus joloejluoo auI 6-S3 'aOln@p buljall!I panoadde ue olui pedwnd aq Illm jolem `suoileaado buijejemap buijna 8-S3 •p9na1y0e s1 uo!Iezil!gels leU1l I!Iun Iuawdolanap OJ!s buijnp pue salJ!nlJOe buigan}sip puei buijnp sawij lie le saanseaw 10jlu00 Iuawlpas panoadde of uiejp of aje seaae Pagjnls!P IN L-S3 •Iuawdolanap AI!unwwoo to Iuaw:peda(] Alunoo @Iaewagly Aq p@uiWialap se uoileluawipas pue uoisoja luanajd of Ajessooau saanseaw Iojlu00 uoiso e leuoil!ppe Aue to uoilellelsui j!ol alq!suodsaj si joloealuoo oyl 9-S3 •Iuawdolan@p Al!unwwo0 to IuawlaedaQ Alunoo aijewagly Aq Ienojdde pue Malnaa jot jaumo auI of ueld lojluoo uoisoja Ajeluawalddns e I!wgns Ileys- joloejluo0 auI `(seaae alsem jo mojjoq alls-Ito `ol paI!wiI Iou .Inq `buipnloui) sueld auI uo paleOlpul ueuJ aauJ0 seaae auI ul sa!l!nIJOe buiganlsip puei bu!0uawwoo of jol jd 5-S3 saul!l Ile le aI!s-uo pauieluiew aq lleus ueld loaluoo Iuawipas pue uolsoaa panoadde auI to Adoo y t,-S3 •buuealo ui dels Isjil ayI se ao of joljd paoeld aq of aje saanseaw sloaluoo Iuawipas pue uoisoja IIy £-S3 -uoiloodsui leuil ayI of joijd Neam auo pue `AJ!nlJOe buigjnlsip puei to Iuawaouawwoo ayI of aoijd deem. auo `aouejoluoo uoilonalsuoo-ajd ayI of joijd deem auo PaIIIJou aq Isnw Juawdolanap AI!unwwo0 to IuawljedaQ Alunoo alaewagl`d ayI - Z-S3 Suoljelnl5a�-A Iojluo0 Iuawlpag pue u01s0a3 00-Z0-9Z9 �Jn suoilelnboU e!ui&A pue NoogpueH Iojluoo Iuawlpas V u01s0j3 e!u! a!n ayI to suoijeoipoads pue spaepuels wnwiuiw of 6u!pj000e pauieluiew pue palowlsuoo aq II!m saolloejd Ioaluoo Juawipos pue uoisoja lejnjonals pue an1IeJa6an Ile `pale01pu! aslmaagio ssalun vs3 e!ulbj!n `aljeweglylo Alunoo ayI U0111Aed BuRaaW uuI peaH S,ae08 S31ON 10HIN03 IN3Vl MS aNV NOISON3 OZ'8Z L 9'9ZEE :lelo1 ZE'Z6 L 9'Z619 :lelol 69'£9 66'ViZ 9*899 zo-? L 9'999 88.86 09'6 L E'L98 bL8 L Z,899 06,68 0' L90 L LZZ L 0"999 8Z'98 9'ZO>rZ 66/- L 0'899 Z9.69 18"LZ 0'L9L 968 0'999 WS6 90'ZZ E'969 lLZL 9,999 69'8Z 0'8LL L09 0*1799 08' L9 0,999 L OM L L 0'999 LO'E 0,68. 99-L O'Z99 60'01 9'ZL3 9t69 0'1799 0 0' L99 0 0'899 (AO) '10A (6v1I) 'Ion (Zvil) eaay uollenal:J (AO) •Ion .(8v1{) `Ion .(Zv1I) eaat/ uollen0171 A0 L'09 AO 9.69 09'L99 09"999 00"999 00' G 99 Il 86'� A0. 9,99 0e 08'0., (0e/AO) L9 A0 9'99 oe 08'0.x (0e/Ao) L9 aa0y 08'0 :olgel!eny @peaolS Aa4 algel!end abeaolS JOM :deal to doj_ :ai@N\ auolS to do j_ :J1OAA auOIS to w01108 :deal to wollo8 ulbua-1 a!aM :pajinboH obeaolg AjQ� :paainb@H abeaolS IaM :eajy obeulej(] H& deal auI aol suoilelndwoo deal IuawipaS veld loaluo0 IuawipoS ,�R uoisoa3 ayI aol suoilelnoleo buiaaauiou3 uoiIiAed bullaaW uu1 VeOH Sa>✓08 1 i ueld buibpajp panoadde Alsnolnaad ayI uI!m aouepjo0oe ul pabpaap aq Aew spuod auI `papaau aq Aew se owil yons IV -slauueuo lejnleu builsixa auI saalua I! .ojolog llounj auI woal spllos papuedsns to uoilejedas ayI loaluoO li!M al!s uo spuod to sagas builsixa eqi •saall!loiq oI palaanu00 aq Alaleuuilln @q ll!m Jeul sdeal Iuawipas Ajejodwal ui paleaal pue paanldeo aq ll!m al!s buplaedl auI wojl Ilounj out 1N3W39dINdW U31`dMWNOIS •U01JeIuawlpaS pue uoisoja .laulanl Iuan@jd of pazil!gels Alluouewaad aq lleys saanseaw Aje-lodwal to uoij!sodsip aul uwojl bugInsej seaae I!os paganlslp jaulo pue Iuawipas paddeai -Iuawabeuew aalemwjols.Iu@uewied jol saalllloiq oI paJaanu00 aq of we („8„ pule „y„) sdejl Iuawipas Ajejodwal aq I jo1ej1siuiwpe wejboad leool ayI Aq pazijoylne asimuaulo ssajun `papaau aabuol ou aae saanseaw Aaejodwal ayI jape jo pana!y0e .S! uo!Iez!i!gels ells leUil jape sAep 00 uiul!m panowej aq lleus saanseaw .lojluoo Iuawipas pue iuoisoaa Ajejodwal IIy S3unsv3W ANVIlOdW31-40 N0111SOdSl® •papaau se papposaj pue papaasaa `pazillljal aq ll!m seaay •pauieluiew si pue;Is poob e Ieul aansue of Aljelnbaj pay oayo aq II!m seaae pappos pue papaas II`d 'IUa)na Ilelulea bulonpoad -llounj yoea jape pue Ali aam pay oayo aq ll!m saanseaw lojluoo Iivawipas pue uoisoja . Ile `leaauab ul 7661, uo!l!P3 Pj!yl `�oogpuel-1 Ioaluo:D IuawlPa!S '8 u01s0a3 e1u15J1A ayI ui polels se suoilounl popualui jiogl to aouewaol.lad ponuiluoo iaansui of Alalelpawwi pajiedaj pue pauieluiew aq Isnw sainseOW I0jlu00 Iuawlpas pue uolsoaa IIb 30NVtN31NIVW ]!,Osjo soyowl (g)xis of ajeinleS •payolnw ueeq sey ewe yoeo iege Alejelpawwl Meads eqy e qpm aalem Alddy -seeil pue sgnjgs to aeelo uleluleW -yowl (l) auo jo ssewlolyj e of yolnw Aldde 5ulloedwoo pue fiu/pees 6ulmolloj Alejelpewwl sql 7l6 ,6ulpeaoxe Iou aalloa qpm eaae papaas IIod -spoped Apulm bu.unp io `Rap ool sl puno0 uaym 'Wei 0ulmolloj Alejelpewuq mos jou op -fep awes uo pegolnw eq ueo yolym leyl Jo ssaoxe ul eaae paas jou oo •youl8/t jo yldep of paas,5uijanoo iflltlOrl ul wjey •eulyoew bulpaas ao aapewds e yllm sel5ue jy>61a le AlueAe •,y •bs 000t1-sq1-gi to ejea e peas Alddd :aI!s-uo sjn000 Ieyl bulpaas lie jol of pajegpe aq II!m sao!Ioead pule salej buimoliol auI ie4illpal to uolledisslp eql ul ple of pue peq paas algelal esool e. uwelgo of ,bulpaas of .ioud s mo y (817) I yJ�ta-Apo; ;seal le se you/ (9) xrs jo y;dap of Ilosdo; A'ap Jelem All A17 •I!osdol,jo segoul (Z) oml ioddn oltq ja4y!pal 1# paas Aldde of pasn eq l#m se eulyoew awes ylrm io atoll awes le ,jail/ipaj Aldde jou oQ -yosdol jo Otupjea yjoows leye Xlddd a roe/"sp10004 to ajea e lo aazijlpaj Alddy :uoilezii!Jaal buijnp palejodjooui aq lleys saanseaw buimollol auI -syluow 8l,.s1 al!I an!IOall@ .1 wnwiXelW ,Audeabodol alepdoadde pue a0eds JuaO!Ilns si ajaul ajiaum Aluo.pal0nj}suoo aq ueo ll 'Ino olpas of sp!los Iuawlpas auI to Isow molle of owil ybnoua jot saaoe aaju.1 ueul ssal seaae obeuiejp wojl gounj uapel-Iuawlpas uielep of pasn si ll 'lailno ouols e ul!m Iuaw>Iuequaa uayljea ue builonj}suoo Aq pawjoj eaje buipuod Ajejodwal y 0I.0 ejj_ Iu@1wlpas ejo wal . •sjalul � gano pue slelul e5euteip tuiols punwe pasn eq lym uQgoe1oad.1a1u1 :uolleoll y oy!oa S i -eaje paganlslp ayl to uoilezil!gels luoue.wied of joijd swelsAs 96eupp wjols 6u!jalue wojl Iuawipas i Juanajd of j@pjo ui `Ialui gjno jo Ialui wjols e punoje jall!I Iuawipas Ajejodwal y L0•s uo!lOaload lalul i uel umoys se suoljeool ayj ul pe57e—/U eq Ileys eoueijue uoljongsuoo y :uoljeorl d oly!oe S •s@1J!n1J0e bui jn s1 q l .P puel jabjel se 110M se slot uolSlnlpgns lenp!nlpul of Aldde Ileys UOISlnoad siy j_ •jauuew ! siul ul panowaa s! Iuauipas jape Aluo Pannone aq Ileys 6u!gsem JaaalS eaje lesodsip loaluoo Iuawipas e of palaodsuejl pue buideams ao.bulianoys Aq speoj auI wojl panowaj aq Ileys Iuaw!p@S •Aep uoee to pue auI le Alubnojoul pauealo aq lleus peon auI `aoepns peoj oiignd e oluo popodsuejl si Iuawipas ejauM -@I!s aul fiu!Jixa SOIOlyan woal I Iuawlpas bu!usem jot pasn aq ljeys eaae paned siul aI!s uoilowlsuo0 ayI uo ssajba pue ssaabui aein0lyan to Iuiod ayI le pellblsui .eq ileys uoijoas paned (OL).-Aluanas y ZO"0 a0uealu3 uo!IOnj}suo0 )lOej uSeM paned , jlaoM pauueld ayj yllm joejuoo ojur @woo Aew saor,yo Fgipunoarns ayj pue uul peeH s,.reog ayI ,lo suoajed aaaym sews le pasn eq lym eouej Ajale,3 :uoljeorl y ollloa S •aanseaw loaluoo uoisojo ue oI ssa00e Juanajd oj_ oiignd ayI Aq aanseaw lojluoo uoisoja ue to asn olgejisapun Juanajd oI pasn •sjalueo lool-g le pooeds aq pinoys s}sod •sauoui el, to wnwiuiw e punojb ayI 0Ju1. u@n!jp Isod lelow Ieuoiluanuoo e of paanoes clam aualftoAlod to builsisuoo jaijjeg anlloalojd y 1,0'E a0ua3 laleS T •lojluoo Iuawipas pue uoisoa3 eluibain ayI Aq gljol las sluaweimbej ayI of buipj000e paluawaldwi aq ll!m saoilowd lejnjonj}s buimollol ayI •uo!Iellelsu! jaJJe AIaJe!paww1 suolsjanlp pue so>l!p `swep se guns sajnlonals uayljee of palldde .eq llegs saanseaw uoileZll!gelS 1 ooeld sojel a0uegjnlsip puei adols do ajolaq leuoilounl @pew aq pue AI!nIIOe buigjnlsip -puei Aue ui dals Isjil e se polonalsuoo aq lleus Iuawipas uielej of popualui saanseaw jaulo pue sjeijjeq Iuawipas `so l!p jolowijad `sdejl pue sjali!l Iuawipas. Ajejodwaj_ •asn to uoilejnp polewilse pue `suoil!puoo ells `jeaA auI to Own ayI jol aleladoadde eq of poloalas aq pinoys saanseaw uoilezil!gels A0 6•86. :aigel!eny abeaolS Aaa AO VC :algel!eny abeaolS I@M 0Z'699 :deal to dot 0Z'899 :aiE)M auolS to doj_ 09'999 Mom auois to w01108 00'099 :deal to wollo8 Il t10'8 ulbuag JIOM A0 l_ •86 oe 6E' l.K (oe/A0) L9 :paainb9H abeaolS Aap A0 L "06 oe 68• k, (MAD) L9 :paainbaH abeaolS. IaM ajOy W I- , :eaay abeuleaa „y„ deal auI aol suoilelndwoo deal luawipaS Ueid loiluo0 IuawipaS )& uoisoa3 ayI jol suoilelnoleo buiaaauibu3 uolIiA-eq buileaN uu1 peaH SJeog. a0anos oiuebjo algnlos jalem-uou e woal uebojl!u auI to Iueojed (09) All!l Iseal le ul!M F %0'8 YSelod algnloS (o %0 "8 ploy oleo ydsoyd (q %0'U7 G u0504!N (e :sa!Ijadoad buimollol ayI to saoinos oiueguo wojl panlaap sluawai@ auI to Iuaowed (001,) paapuny auo ql!m `sseab aol popuawwoolaa :8 ao y apejo 'wjol pllos `) adA1 `o Liz-3-0 S3 we jazil!Iaal jol suoileoil!oadS -aaoe jed suol (Z) oN to alej e le paiidde aq ileus owil jo/pUe y0I.nvy pa4!wjed aq Iou ll!m s1lelswoo paddoyo jo AeH -Ajp pue `apl lueld oI leluaw!jlap aallew ub!@jol `speam wojl aaal `meals Ieaum joleo to ISISU00 ileys golnn Iu9wgsiIgeIs@ buijnp polooload aq ileus seaae papaas Alluouewjad 'Peas poem %6 wnwlxew :uol;eulwaa.6 %06 pue Alund %6 wnwlulw .anosad uooled shed (gt) uaajlpd -pees poem %k wnwlxew `uolleulwte5 %6 pue Alland %g8 wnwlulw :Iy6lam Aq (euwved wnlge7) sseabaAa leluuejed sped (8) eejgL *pees poem %G wnwlxew :uo11eulwaa5 %Q6 pue Alynd %86 wnwlulw '1g4iem Aq `(slsuejeid eod) ssei5enlg kjonluayl sped (Z) oml :buimollol auI uI!M auop aq ll!m buipo@s •eiuibjin bjnggoe18 „`U01JP!0ossy Iu@wanojdwl dojo elulbaln„ ayI Aq panoadde aq -rl!m specs IIy •buipejb usiuil bupollol Alale!pawwl bulpaas luauewaad ul!m peziligels aq ll!m uoilonj}suoo Aq paganlslp seaae 1'i N0I1VZll1GVLS lN3NVWH3d veld ayj uo umoys aaaym pasn eq 11!m eouej IIIS :uolleoll V-; /Jloa , •smolt I@aus•lo AI!Oolan auI aseaj0ap of •@I!s a1ul bulneal wojl Iuawlpas Iuanaad of pasn payouajIu@ pue s}sod buipoddns of payoelile pue ssojoe pogolajls oijgel jeIg oilauluAs to builsisuoo j@ijjeq Iuawipas Ajejodwal y 90'0 a0ua3ll!S T -toll peal-1 saeog at/1 punoae.Agoaatp eaae ayj of uan15 eq lleys uoljuej) e leloedg ,sexnbei awl)11 Aaessooeu se palldde aq pegs to rluoo Isna : uolleoll 7 ollloa S -aouelsgns aujogaie Inlwjeu Alleilualod to aouasajd eqI aonpaj pue ssoi lios Iuanajd of japjo ui suaalgojd snp oI Ioafgns seaae ui sa!J!n!Ioe uo!Ionjlsuoo jo uoij!lowep `saoueclan}sip puei buijnp Isnp to Iuawanow jie ooeljns buionpo!�j T 15al060 Isna �( I!oS •auols aq of seaae uo aseq Ianejb to uoileoildde Apea aul pue 6uigoln Lu `Iuewusilclelsa an!Iel@ban apnloui saolloejd algeoilddy uolem buimoll pue IOedwl j dojpuiej to sa0j0l anlsoja auI wojl Ilos IOalojd jeul saanseaw of sjalaj uoilezil!gals I!aS •jeaA auo ueul ajow jot luewaop llal aq of aje Isul seaae of palldde aq lleys uolleziligels Iuauewjad -sAep 00 ueul ja6uol jot (pagjnls!pun) Iuewjop uiewej ll!m Inq apeab Ieu!l le aq Iou Aew Ieul seaae papnuap of sAep (L) uanas uiul!m palldde aq lleus uoilezii!gels I!os Ajejodwal aps auI to uorpod Aue uo payoeaj si appjb leUll jape sAep (L) uanas uiul!m seaae papnuap of palldde aq lleus uoileZil!gels I!os Ajejodwal jo Iuauewjad AgogPu8H 10JIu00 Iuawlpas pue u01s0j3 e1u16j1A auI to suolleoll!oads pue .+ spaepuels wnwiuiw of buipj000e pauieluiew pue pajonj}suoo aq lleus sao!Ioead loaluoo luowipos pue uoisoja leanjonj}s pue anlJeJ060n IIy •(Jaays ueld lojluoo IuO -!paS pule uolsoj3 auI oI aalaj) saanseaw lojluoo Iuawipas pue uoison alaewagly to Alunoo ooll pue uoileljodsuejl to Iuawlaeda®' elulb'IA auI 'uI!m a0uepao00e ul `@Its auI uo sajnseaau lojluoo Iuawipas pue uoison uieluiew pue Ipnjlsuoo `ap!nojd ileus joloealuoo auj_ S3 nsv3W 1011IN001NMa3s ®NV NOI.SOH3 (douS ll!J builsixa auI pue uul peaH sjeo8 auI `IIeH weup3) sajnlonjls builsixa to AI!wixojd auI ui >ljom pue pamosaad aq oI saaaJ Iejanas punoje >Ijom `puod . builsixa auI olui Ilellno auI le uoiloas Iuawooeldaj @did wjols auI opnloui as@ul •uo!JuaJle lelOads ojinbei Illm yo!ym `aI!s ayI uo seaae leoil!jo awns aje ajaill i S°d3?Jd lb'OI1R10 •@aow jo Jaal (9) an!l to uldap e le Allejouab s! JOWPOE] •aaanas s1 uoison to pjezey auI pue `p!dej si lloun�I -mol si leilualod (lams-luijyS -alejopow oje AI!oedeo jolem olgel!ene pue AI!ligeowj@d 'weol Aelo Apues pajolooillnw Allsow si wnlej}sgns ayI >IO!gI sauoui (lg) auo-Anil Inoqe weol Aello paj pue Aelo paj si I!osq. ns ayI 'NOIUI s@yOul (L) uanas Inoqe weol umojq buoals pue umojq sl aaAel 90eljns auI `AlleOidAl saa0e og Inoqe of 9 wojl oboe; Aayj_ buipulm pue buol Aluowwoo aae I!os siyl }o seaay sadols ap!s uo pue sdol abp!j xanu00 `Moaaeu uo sl I!os pau!eap-II@M `(%9l,-L) buidols Albuoals `daap siul :(39E) weOl 0111 sGAeH •Taal (5) an!l ueyJ WOW to yldap e le Alleaauab si Nowpag leilualod hams-luijys ejejapow seu I!osgns ayj_ •ajanas s1 uolSoja to pjezey ayI •pidej si gounj eoelanS •aJeaapow We AIloedeo jaleM olgel!ene pue AI!l!geawaad -weol umojq ysimolloA pue paj ysimollaA `paj Al}sow s! say0uI L9 to uldap e of wnlejISgns auI >Ioiul sauoui (Zq) oml-All!I Inoqe weol' Aelo pue Aelo paj >Ijep jo paj si I!osgns auI •Noiyl sauoui (9) Iubia Inoqe weol umoaq ysippej si Wel aoeljns ayI `AlleoidAl - •saaoe OZ Inoqe of 0 wojl abuej Aayi •bulpu!M pue buol Aluowwoo aae I!os. siyl to seaay -sadols apls xanuo0 uo pue sdol abp!a x@nuo0 mojjeu uo si l!os poulejp-iiam `(%g�-L) buidois Albuoals `daap siul :(060 =0l uelln0 •sauoui (8t,) lybia-Aljol ueyl ejow to uldap e le Allejauab si->Ioojpa8 -leilualod Ilems s -� u!jgs mol sell I!osgns auI -ojanas si uoisoja to pjezey ayI pue `p!dej si lloun�j mol sl AI!oedeo aalem olgel!ene pue `p!dej Alalejapow s! AI!ilgeawjad -sauoui (09) Allil Inoqe to yldap e •Ie si Noojpa8 •sauoui (og) All!l Inoqe to uldep e olweol Apues of segsnjo leul looap@q pojayleomAlleiljed �oelq'S allym `MolIaA `umojq pajolooilinw, si wnlealsgns ayj_ weol umojq buOJls �Olul s@gOul (6) ouiu Inoqe si l!osgns ayI joigJ sauoui (01,) ual Inoqe weol umojq ,yjep pue urnojq si I!os siql to jaAel aoepns eqi `AlleoidAj_ -uuI peal-{ saeog et/J J0 McIA ulyllM A1100a1p seaae jeglo of osle pue panotuat aq o; sl ewe 5tq)1jed Mau ay; aeau peon 5Qyslxe e.ql aaaym ease eql of uanl,5 aq ll e ys uolluelle IeloedS •Ful)l ted pue s5tupl.!nq pasodoad a yI of lueoefpe eaje paganlslp ayI ul paydd& eq 111M bulpaas luauewaad : uorle011 d Jg!0a S •seaae papejb-aull uo papaau s1 aano0 an!Jalaban panll-buol `luauewaad aaaym jo aaow jo je@A e jol opeab leUil of Iubnojq aq Iou Illm Ie111 seaae popejb-ybnoj uo paas builueid Aq aano0 an!lel@ban leiuu@jad to Iuawysllgels3 Z0"0 u!POQS Iu@uewj@d T •seaae paganlslp ye uo pasn eq lleys :bulpaas AreaodweL :uolleoll y;9y!oa S •p@.usiigelsa aq ue0 jano0 anllelaban luauewaad l!lun uoilonalsuoo buijnp posodxa sadols slooload slut •slueld lenuue buimoab Alp!dej aleladoadde ul!m buipeas Aq seaae paganlslp uo aano0 anllelaban Ajejodwal e to Iuawysiigelsa auI L0"0 u!paas AjejodMaiTq •fulpees of aoud„p,-Z jo yldep e of asool pue peueg5notA1Jq 11 Nos ayj aney pinoys t: £ ueyl deals ssal sadolS weld Sy3 5ulAuedw000e ayj uo umoys se /oleeib ao t:£ sadols Ile uo pawropad eq'lleys uoljoaload jo wjoj sryl .:uol;eoll d ollloa S •buiddeal Iuawlpas aol ap!noad pue uoisoja 90npaa of pue `uoilejllqui aseajoui pue AI!0ol9n llounj oonpaj of 'Peas jo jano0 anllelaban to Iuawysilgelsa auI ui p!e of auop si slid •w@yI buipeab-auil Iou Aq uoil!puoo pouaybnoj e ul sadols bulneal jo sadols uo suoissajdap Ieluozljoy bulleWO sanlonui aanseaw lojluoo uo!Ieluawipas pue uolsoaa slut 6Z"0) 15u!u9q15n6eJ a0elanS (5 slallno aalemwiols ye uo pewnjied eq lleys uolloaload jo wood slyl :uolleoll V ol�loa S •uo!soja weaj}sumop azlwluiw pup slallno jolemwjols le jnoos Iuanajd of - •suoll0as Iauueu0 paned jo sadid to slallno ayI le pooeld sa01nap builedissip Abjaue algeldaooe jaulo jo suoade pauil Allejnjonjl£; 81,•0 uo!IOalojd 1911n0 � •peAuasaid aq of pejeolpul seeil uetuloads punoie palldde aq lleys uoljoaload aaal :uolleoll d dlJloa S AI!AI108 uollonjlsuoo pue buigjnlsip puei buijnp Ajnful.jaulo pue leoiueyoaw w0jl seeil algealsep to uolloaload sep!nojd 80•£ uo!l0alojd Gail -P ,eaje Btq) aed pasodoad ayj .iol lly ayj ,jo looj ayj le ells ayj uo young welop of pasn aq lllm sdeil juawlpaS : uQgeoll d olltoa S •sajoe 0E Inoqe of 9 wojl abuej Aaul •buolgo Alaelnbajai aae I!os slid to seaay -sadols ap!s uo pue `sabp!j to sluiod uo `sdolabp!j xanuo0 uo S1 I!os paulejp AlanlssaOxa Ieumawos `(%g -L) buldols Albuoj}s 'deep Alalejapow slut :(30 weol agsb :smollol suoile01l!sselo ilos auI to ol!lojd ayI -sasn @soul jot papaau Iuawabeuew ayI jot ueld of pasn. eq ueo osle A@ul •ol pajaupe aq Isnw yoigm saanseaw lojluoo uolleluawlpas pue uoisoja Aaeuoilne0aad `pue sasn ollioads aol llos e to leilualod pue AI!l!gel!ns auI auiwaalop of pasn eq ueo `sdew l!os a ll uI!M boots `suoildij0sap I!un dew aq I -eeje Aanjns auI ui silos ayI ld@s@jdaj `ueld 10AU00 Iuawlpas pue u01s0a3 auI uo palo!dap dew I!os pal!el@p auI uo s}lun dew aql JS1g0S pue alylAud se guns silos Ajeluawipas pasoudjowelow wojl pajauleom aq of aeadde aeau panjasgo silos auI •olop!da pue `ologoiydwe `eselooibeld `olljolyo to pasodwoo ssiaub pue `JS1g0S `smolt enei oiseq to SISlsuoO yO!uM uolJewjol u11001e0 auJ woal pajayleaM sJl!s oilseld Alubiu of Alalejapow aq of punol wam aI!s siul le silos buljjn000 Ailejnleu auI -Vojpeq Oludjowelow buiAljapun auI wojj pejauleom aje eaje o0oloob siul ul silos auI •a0u1n0jd oiydejboisAgd Iuowpald auI se oI pajjalaj eaae 000100b a ul pale0oi sl aI!s slut S110S anOOo II!M Alinll0e bulpejb.jo alsem `mojjoq aI!s-llo ou Iuiod siyl IV sueld aul uo umous.Ioafojd to sl!wil auI uiul!m pue al!s-uo an000 lleus sa!I!nIIOe bulgan}sip poet SV3MV 311S-A=10 •anti(] weup3 to ISOM pue buipl!nq Isanwy 04110 Ise@ `.puod bui s!xa abjel ayI to uljou Isnf poleool si eaje bui>Ijed pasodoad auI U01I!Aed bulIGON pasodoad auI wojl peo�:l �oimja8 ssojOe Allowip poleool sl uuI peaH s,ae08 auI )IpH weup3 builsixa auI to pue IsaM auI of poloauuoo aq ll!m uo!i!ned bullOGN pasodoad auI SV3MV IN33VrG`d •palueld pue pano.waj aq il!M Ieul seaae Aemanijp pue buiAied paned Ileydse builsixa apnloui soop aI!s auI •opewuew.Al!jewijd aje Ieul sadols leoilijo to seaae pal!wil aje ajagl •suelp@w auI ul saaal Mal a yllM eaae bupljed e to s}sisuoo al!s buipl!nq ayI •sseab bululelu00 jano0 punoab paysilgelsa ue seq Alluesaad pue eaje undo Al!jewijd si 91!s buiMaed pasodoad-eqi "builloj si el!s aul jol Aydejbodol builsixa auI SNOIAGN00 3119 ONIISIX3 •uoiIonjIsuoo buijnp p@gjnlsip aq ll!m sojoe Z-1, Alalewixojdde to lelol y -ueld buibpejp puod uuI peaH s,jeo8 @yl to saseyd Ile jol uoileaedajd ui I!os buidolanap lo. asodand ayI jol si ueld pue anilejjeu Iojluo0 SV3 siyl to adoos ayI N011dIN3S3a 103rOUd e1u16j1n `aljewagIVlo A unoo oq-L j u0111Aed f ui}aaW uu1 peaH S,aeOS 3A11V+H'dVN 1081.NOD 1.N3W1®3S ®NV NOISOU3 + 10 rw V N 593.38 F 569.34 \ y g \ \ y 4 y r 4AN' �JJP G 592 06 \ W �I a \ `' �r `L ® e a \ , \ / O 5 `=0 A INV OUT 571.98 588.20 ` OL/6 f G 5802 A P cn WV Nq Mp u5w 0� T P H F # 10147 � � 587.53 A u6t To (� Add Spa e5) �Oo58-4.15 Fp T�EL Flueh-Mt adoSm z T , P 5751TW \ 585,86 i ,�� \ /i 582.84 \ \ BW 582.46 t� r 58 f 583.09P S c 3 IL 01� �,"� �'-' ,� \ ® ��580�. \ � ff� /%� B572.23 571.97 / \ l• �C ++r / �, �. agel,5 � � � �\ �`��� � , \ � 5�9,91 N- e +�. .72 fb \ / q V -,a 571.42 �,. oil Tel CJ' wijl\ TAR A 570.84 \ \g 62 \ rVEL °�� PAR Ir pT 69. / \ -- QP Bc H rc \ 10' DRAINAJGE ft, EASEMEN,Y /NV our / 570,95 1� I-V INV 572.05 566.06 �z t . $ Sediment Trap "A" / / I XQ,VJ,/ /57Adult MH 1'0 1t I Bottom Dimension to�� \;,; ,� / / ° O P SA \ p � / � � / be 11' x 49.5' minimu , / \ �x', r,, \� \ FIu6h with Grade ® s6Q 1 Weir Length = 8.4f P� �' ` �' Bc y G J g x- V P ��\ L ® // /� 1 .. 1.2 BRICK �' L \ i O P 2 <G Wheel S op(typ)/ �\ J �` / 69.2 7- \ CS j 69.74 r ►' ✓ ® t a 09.2 4, , r S a 9 ( .�_w. 57o.s7 -� \ , o / R�a1��g Area L/ r `� 09\// 1 ��' \ �\� 6'68.8 69.26 /> TOP 4 0.63 ! ,6re5 i��o 569.13 DI- t LE � aC85 49 4'p / / � I � s �_ �s z 4 H�&' \., F. OU r 0 INV 8 P� `-5g3,36 ��-s Q� TOP 5�6�29 Wh�el vi:o / / �'/ INV OUT 564.97 �:� � � � , •„r -- \ 2 \ Llgh typ) p / ��_ " 5op-� 569�2, !� Rip \ i/ 11 If 567--10 IL ■ s \ 2940SA SANITARY \ D! 1 fi SEWER EASEMENT TOP 565,92y -..� LIGH / J /---Sedi e Trap "B" D.B. 740 P, 34 ote: Ex i tin pavement be 7 \ •`, �' / / ' D.B. 740 P. 32 Bottom Drm ion moved � moved such time const i 4/ E J be 33' x 5' minimum IN ntrance is o longer need '�` B EAAE it Length = 5ft See she C2.1 / �/ B X / T iA�l oxe6 to be J' " TOP / 1 \ t --!'°' ® ,� �� 0, in relocated by O"r, ,, /// IN 56C6.,a.- V P rr DI -� ®® NOE\?26,5.i„E ./ , __ �N so.i8 �f -- 4 TOP 564,10 �> 4.95' \ \ �'' 'o vv --- wv IN 561.79 "- -'�` Iacc matching bollards after 5�eding � O \\ T P / �' -� INV OUT 561,E �- DI _. ° ° ° / P563.45 _°°__ NVOUT 560.04 ° T _I °WV, 0 \~ .0 0 o o H w \ / ° o o ho O \ o \ \ -__ ` a , INV UT \° �\ / INV OUT 560.69 560.04 �- o II� / I I � / II � ° / 0 I I 1 10,. hP, 0) North Scale: V = 20' 20 0 20 40 60 Notes: 1. Contractor shall adjust electric, telephone & other existing utilities as necessary for installation of improvements shown on plan. 2. Contractor shall be responsible for notifying "Miss Utility" (1-800-552-7001) prior to commencement of any work on this project. 3. Electrical service for lighting not shown. For E8:S Control Information Only i ��O:. :L�MES. r ESI 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL U FRANK D. COX GF'R71R1CA7TF 0. p 7!19 �u 0. SS7CNAt PROJECT NUMBER 2511.18 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION February 5, 2007 SHEET TITLE Erosion & Sediment Control Plan SHEET NUMBERlp��' Copyright 2006, Glave 8 Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave ft Holmes AssociatesP.C. F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 2, 2007 ;Aril 12, 2007 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) . 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East. High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL L� H OF U FRA K D. 9 CERTIFICATE NO. 0 77/9 s' o N A L PROJECT NUMBER 2511.06 DATE f JANUARY 191 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Erosion &. Sediment Control Plan SHEET NUMBER %71�,�� 0C Copyright 2006, Glav6 a Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glavea Holmes Associates P.C. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS • "QUICK PLANTING DATES REFERENCE FOR ALL REGIONS" SPECIES RATE ► TEMPORARY DIVERSION DIKE September 1 - February 15 50/50 Mix of 801 East Main Street, Suite 300 Annual Ryegrass (Lolium multi-florum) Richmond, Virginia 23219 & 50-100 lb../ac. Cereal "Winter" Rye (Secale cereale) T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com COMPACTED SOIL February 16 - April 30 Annual Ryegrass (Lolium multi-florum) 60-100 Ib./ac. PROJECT TITLE 18" MIN. ;':, ;4:;:';•;, FLOW May 1 - August 31 German Millet (Setaria italica) 50 Ib./ac. �, �,::;_:;., , ,:.::., ► ,^,:-, BOAR'S HEAD INN MEETING II-I1T�Ciili�llllIlllIill�li►�\IlilllIllf�EE-1I TEMPORARY SEEDING 4.5' MIN. 1- _ TS NOT TO SCALE PAVILION TYPICAL TREATMENT — (SOIL STABILIZATION BLANKET) CHARLOTTESVILLE, VA D TEMPORARY DIVERSION DIKE INSTALLATION CRITERIA NOT TO SCALE CONSULTANTS NOTES � ANCHOR SLOT APPROXIMATELY 200 STAPLES REQUIRED STRUCTURAL &PER MEP ENGINEERS TEMPORARY SEDIMENT TRAP FENCING AND ARMORING ANCHO0SLOTS,Q. JUNCTIOF ON SLOTSIAL LL. ANCHOR SLOTS, JUNCTION SLOTS $ CHECK SLOTS TO BE BURIED 6" TO 12". Hanover Engineers (HE) 1, VARIABLE * , 12" MAX. 4:1 OR FLATTER 9464 Chamberlayne Road 6" MAX. STEEPER THAN 4:1 _ I II --- Mechanicsville, VA 23116 ORIGINAL T 804 730 0011 VARIABLE* GROUND ELEV. I I I I I I I I I I I F 804 703 4012 _ JUNCTION SLOT EDGE AND END JOINTS _,�� 1 •a' DRIP LINE TO BE SNUGLY ABUTTED f`� J 40 CHECK SLOT ` (JUTE MESH WILL HAVE I I , . ACOUSTICAL ENGINEER 1- N 1410 m 0 AP STAPLED LAP JOINT IN 67 CU. YD./ACRE ) TERMINAL FOLD N v1. a SNOW FENCE LIEU OF EDGE JOINTI I I I I ub Road Acoustical Deslgn Collaborative, Ltd LAP JOINT 2 MIN.7509 L H�rondelle CL Ruxton, MD 2120 67 CU. ACRE (JUTE MESH ONLY) I I i I I I I 4 4'MAX.I 3' 5' MAX. 4:1 OR FLATTER F 410 821 5931 I I I (EXCAVATED) MAXED FILTER CLOTH I I T 410 821 5960 ( MAX. STEEPER THAN 4:1 CLASS I RIPRAP TAMP FIRMLY COARSE AGGREGATE ** ANCHOR SLOT I I 11 1 1 1 1 FOOD SERVICE CONSULTING * SEE PLATE 3.13-1 2" 1 1 1 1 1 I Food Strategy, Inc CROSS SECTION OF OUTLET I II I 6" TO 12" I I I I I I 1300 Piccard Drive, Suite 207 CHECK SLOT Rockvi le, MD 20850 CLASS I RIPRAP 16x GTH i IN FEET) BOARD FENCE CORD FENCEI I F 301 926 8181 ACRENAGE AREA 1"TO2"F 301 926 8199 ) ,- PLASTIC FENCE TAMP FIRMLY VAR. VAR. OWNER'S CONSULTANTS CORRECT METHODS OF TREE FENCING CHEF �KSLQT = `== DIVERSION -mow- :�=�� .;•::�-,�.�.:<�,,f,"-�a., 2b„ T°$"MIN. PLAN VIEW CIVIL ENGINEER DIKE I' The Cox Company TCC III STAPLING DIAGRAM p Y( ) =••.�`��;,��-;.. k� r z,. ..�����L�--�.�=- _ 220 East High Street CHECK SLOTS AT MIN. Charlottesville VA 22902 FROM NO. 11 STEEL WIRE. ��� � � �., � ���• ~��-w•�=, I 50c-c INTERVALS; T 434 295 7131 rAPLE FORMED 8' STAPLE MIN. LENGTH FOR SANDY SOIL. . ;� , � u� ,..����`�:,••�..�M,�l w � 6 STAPLE MIN. LENGTH FOR OTHER SOIL. N REQ.'D WITH ALL COMBINATION BLANKETS F 434 295 7540 J J FILTER CLOTH COARSE AGGREGATE w JUNCTION SLOT / TERMINAL FOLD ** / / /'/ I 12 IN. TAMP FIRMLY TAMP FIRMLY LANDSCAPE ARCHITECTS 2„ � Nelson Byrd Woltz (NBWLA) �-- 4"MIN. —{ AREA*Toll �I 1� t 6' To 12' h Park Street EXCAVATED '� '' III 2 CT434 984 11358 VA 22902 ** COARSE AGGREGATE SHALL BE VDOT #3,357 OR5 ' *0 CORRECT TRUNK ARMORING F 434 984 1458 OUTLET (PERSPECTIVE VIEW) TRIANGULAR BOARD FENCE SEAL H OF TEMPORARY SEDIMENT TRAP TEMPORARY TREE PROTECTION EROSION BLANKET / MATTINGST _ BM NOT TO SCALE TPNOT TO SCALE NOT TO SCALE FRA . COX JP.0 CER1IFICAIEK0. �0 77Y9 �v 0 ass / C N A 1- ECG STONE CONSTRUCTION ENTRANCE CULVERT INLET SEDIMENT TRAP PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE CONSTRUCTION OF A SILT FENCE - A A (WITHOUT WIRE SUPPORT) (WITH WIRE SUPPORT) PROJECT NUMBER 70 MIN. 5.1 rx t 1, SET THE STAKES. 2, EXCAVATE A 4" X 4" TRENCH 1. SET THE STAKES AND EXCAVATE 2, STAPLE WIRE FENCING TO THE f t UPSLOPE ALONG THE LINE A 4 X 4 TRENCH UPSLOPE POSTS. 2J 11.06 6" MIN. A 0.3 EXISTING Y5��4 , , OF STAKES. ALONG THE LINE OF STAKES. .� r-K PAVEMENT �--' f ado ,'�u �i/� I MAX.IIIt ' i 10' CLASS I RIP RAP - �• ' -�• _/ �/Y d I � I I � I TI�I t tttl�,sa;,�, / �"; 'i (max) FILTER CLOTH A MOUINTABLE BERM RIPRAP \* HEADWALL / DATE (OPTIONAL) PIPE OUTLETTO FLAT SIDE ELEVATION AREA WITH NO DEFINED 1 CHANNEL { I I { I I JANUARY 1 / Q 2007 EXISTING GROUND . Y PLAN VIEW- /^ �_ II I{I -j `� IIII 70' MIN. . C _ . r ;-_ / �z/-� I 110, MIN. , ,� FLOtiN / _w� I �i t /`+ - // / _; I ! I-- �� I ; , li�� 4 FLOW I 4 �/�_� - ; I I DRAWN BY: CHECKED BY: � / � I( I 1 r I� I _�._ i �}. -.•.._ I 4 I f 1 I; i �.� . r �Ix�l f - r � � p .. ` �� E[31MEM' STORAGE qR� / / COARSE AGGREGATE 0 % —> t t !-~- �+{ i-- -t 1 ��- REV1SlONS 1-y, / �" r 4' = d 3. STAPLE FILTER MATERIAL . ATTACH I FABRIC T TH 10' MIN.- .� r EXISTING ' W,� ..��.�•1;�.. ~• — 4. BACKFILL AND COMPACT 3 TTAC FILTER BR C 0 E 4. BACKFILL AND COMPACT THE 4 '" TO STAKES AND EXTEND WIRE FENCE AND STAKES AND EXCAVATED SOIL. PAVEMENT I \ \ IT INTO THE TRENCH. THE EXCAVATED SOIL. EXTEND IT INTO THE TRENCH. NO. DATE DESCRIPTION UTIV !��--• � SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER VDOT 1 ' ;TOOHAT OFQTEIMPORARY SSEDIMENNT -■ -POSITIVE DRAINAGE 10 MIN. COURSE AGGREGATE TRAP, STD. & SPEC. 3.13 3 TO SEDIMENT A TRAPPING DEVICE 67 C.Y./ACRE WET STORAGEVIEW * MUST EXTEND FULL WIDTH (BELOW BASE OF STONE) PERSPECTIVE ,� T T 1- 3d MIN. OF INGRESS AND EGRESS PLAN VIEW 67 C.Y./ACRE DRY STORAGE x•'t A o ) OPERATION 3 MIN. (BASE OF STONE TO TOP OF STONE BERM) PIPE INVERT NATURAL GROUND 3" MIN. 12 MIN. ,` '",.z /'� I-j - !• 1-- 1 �: /'� —! i. % ?�I f I RIPRAP HEADWALL d 2'N,l / _Ii ' PIPE OUTLET TO WELL "�/�~ I� FLOW f • _ I { I-- - FLOW _ t I--_ _ -I i II I DEFINED CHANNELI.� _ 1 i I ,_."__ I t .._�!_f•� I t � `I j q I —-- _ I---� _ I ~�'�SHEET -LOW INSTALLATION ! �yl- - ir-,1 it ?% f F . - Jr _ �S .y --- j� �� _ _ ...._. Jam" vy ' AREAS TO BE DISTURBED _ F r - I i I I (CUT, FILLED, ETC.) PLAN'VIEW r II _t t t. SHEET FLOW INSTALLATION , ,__ _, t ,-- r ,__ 3, — — — _ — — T l ( PERSPECTIVE VIEW) 3' MAX ( PERSPECTIVE VIEW) SHEET TITLE FILTER CLOTH SECTION A -A ``mow �� L a • _ - fLDw - - - - I I I — — — o A A SILT FENCE ErOSIOn Sediment CLASS I RIPRAP —_ d !- t111 FLOW B -.---I I t I � Control Details VDOT 13,357, OR5 COARSE AGGREGATE SECTION A-A__�� - r SPECIAL APPLICATION T j IH I �-1 I i-" - I� - I WIRE ` D FILTER CLOTH KEY IN 6"-9 RECOMMENDED FOR ENTIRE PERIMETER I 1 - w I , ---_� I } ;;:' . MAX. SEDIMENT 0 MH (CLEAN OUT POINT) I ( I AT 1/2 VOLUME OF WEr STORAGE AREA NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION I I I �-_I I I� (I I I I I� III:" - I -•i 1 1----•4 4 €---"_I (i•--I'1i--t i 1-- I --^E I----, -�_' ' i • BASKET, OR CONCRETE. 2, La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED POINTS A SHOULD BE HIGHER THAN POINT B. ELEVATION USING PLATES 3.18-3 AND 3.15-4. DRAINAGEWAY INSTALLATION SHEET NUMBER �lJ 2T%% 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT ( FRONT ELEVATION ) EXTEND FABRIC AND WIRE INTO THE TRENCH LESS THAN 6 INCHES. CE STANDARD STONE CONSTRUCTION ENTRANCE CULVERT INLET PROTECTION' ®P PIPE OUTLET PROTECTION' SILT FENCE WSF SILT FENCE WITH WIRE SUPPORT NOT TO SCALEC NOT TO SCALE NOT TO SCALE SF NOT TO SCALE NOT TO SCALE Copyright 2006, Gtave Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave & Holmes AssociatesP.C. I I Y I I 0 -� �c" w0 / ) \ \ �v l x ° ` \ \ \� r \ \ 0 �� o \ / o - -E \ \ \ Drainage Area Ex. C ° \ \ \ \ \ \ \ \ \ \ 4 U� 0 / / 10.0 Acres 0A DRI o N0 0\\ \ GIle G 1 j 10 � i \ \\ \ 7M 69D2• \ \ \\ • • \ \ / JM, BAAA C. ELD OE, TRUSTEE , O \ p h \ \ 6 PLAT , p3. i T \ ) � rG� X100001 dY(7S1T\ 71 9D .D-3 / ( / / \" - --w - Jae�t f 6 i r: D•B. . 3 6 PLA r / if \ WV (f, � / \ \ \ \ \ \ W \ / Fy >7r t =�4 _ / / f 4 / / 1 "'-�`..""�.._� ..•, 5.."`a^_.` y " A03A '�YL �J�� ! \ r Drainage Area 14C /a@Qa°\�� / / /-Ow j \ 1.25 Acres \ ('� 'may r r "' ^- "--• r TMP 6902-6.8• r WILLIAM A. MACILWAINE i I P51- ION . 316 r r / / D.81, 739b P, 399, '402 PLA r 1 f / won w `1 \\ \� / ,r` r r UNIVERSITY OF I VNDATION /rJg9.sB /'"/ BW r / Drainage Area Ex. C, ��-� \ \ i r / I I r \ \ 0•8,2712697.07 \ I D.81 2075 P. 141 / // "� P U2-8-..�2„ / / / \ D.B. 2066 P. 67 IL W, A,VI� / � / / „u. L � \ D.B. 620 P. 7 - r /�°" a•597.03 `\ D. R43 P. 32N r / / 1.46 Acreo, / RIAaT- t ;i -I / \ o 520 P. 572 PLAT J� ` �B. 7 PLAT i // � c� 1\ �\ I \ D.8„ 620 P. 669 / �'"" ' r `T�86H/2� V � b r �fi9D2.6-D•1 �` �d EDNAM CO MON AREA NN H. MOORS � �\ I �<x2 I ' ' � j o� �. ALTO n7H 00 MESLER TR i ,. �� 5. flit. ' � Cw--mo 94'ti\ r\-'�- / !tt ���A \ -Dralna e Area 7A 11 ~( -Bw oo `39-PtAi �m -J - -;IA ION, 1NC. lj l - - -r' \� 0�\ Drainage Area &A_lnlet r r 4" DIP �. / �,?% Pp0..�_,,,,,,._ ^'"-_ 0.39 Cre5196 AT r BBi a6 BSNJt$ -f♦ /a"��° k0.5/0 Acres a � f V N / ,, �0 J G p� 594.t9"'� tJ93.JB `^••... � -w..- � ttl x °�+,♦„ T to 1 � i t^ ��_rL� ;a�� 0 �-- -_.mom_ c x / \Vl 1 t l \ "' \ \ '� \ fir,? P3�*by7y O 9 1 �. `•s.. a �+,; - - 897.23� -?B _ --.. •� •../ B� / .� y s s 0 vil '.=.'=r r r - _ a \ ._..-- � ti\ �GG� �., HJ -.�.. -n--•' -' .�--'^-'`..�' Bea73 � fi �- �•.,:. a 11h Drains a Area 20 �`' ,r.y g ` ,.�, 3 \ n 9a97 - •. i'-^C -' �.�AJ"' - " - - - - - -• - - -' - _ - --Jll.lt - - 1 �GMAI IYAI� @ T e964 \ ° � y�4, Q,\ -"""_• -^'-'-JBoa4- _� aao.3 Jax7 ,�; ��((�� /// U G 0 L 'd" PP 679.34-'----' � - i• - B87.81 ®.66 Acres \ lY / 0 J J 4� J !' vr�'•ON \ k ^�.."^ .i s ""-- - ��� 5888r 7 - / - fi G NO'c�i NDER 0UN _- MH ?71P RGP pillLOCATIO UNKNO �-" O Q E0� RMAL WELtS IN TF S; A 2� /k v \ \ v / \. SE'fJb �_�. Iy,._.+-•�---- r a .9 S7UCC _•"'^'-•`,•- 1 "� 4 O "� l � \ \ y -_ Saa9 GA Vc 72•r 8 e Q O r t INV OUT 577.86 �� I o \ \ Drainage Area 14B L/6 L 002 ,90 / R �' G @3 - Q rf JJ�� WALL 1 \ ? I (Q \ ..a D'/Ot} ,{ ,,/Ja3.9!" 'J I f / ",,•"*,. \ \ \ 0.69 Ac:re� INV GUT \ �.. �- - T / J7/, a7B B� r R �" CP 9c` teas e � z4 O '�°v - 3 \ \ sBz`lY• -sw_JB . +Y/' � \ eorebn wall � r,. / B sas r{' y r / r a./ i .� i i , 7r y /. \ � y�' R ° C \ \• \ s \ fsers3 \ ; v Orr(- .�' iS7b.B+ 8.8 w.lb '�� � / •% �i ��, � ,' �q i J �- �?s- �-�, y �i ;�; `iHP.ESr � 74 34 P a r � ` \ \ \ %' \ it J �B4 � +� � TL � '�• � � ' I�`:> , r s y. 58d.82 \ / Drainage Area O r \ \ � \ � � � _,t+ // Nr*" q (" � ,�.,� B3. �„ T� ( � // `9 GG � y yr (.df G t••L.iJ"✓ <, i /' \ \ \ \ \ s r / /- /= �_r ° Dralnaae -- I • " 0.10 Acres o EDNAM w Drama e; '%`(.,, y r i c HALL UMVERSIDrainage Area SA_Pi e Area 5_Inlet / g', / cono, PAD VIRGINIA p G q/ry'g _�J /i /,sv ,,'Y! rs ;, // g WITH WOOD O.B. 20 - o 4 Acres -_'T Area 5 i ipe y. 'r' / /,'„!/.. ;/1 )1,� "� `. �, ; ;i y '(/, %, .: " ,r FENCE WGGD BOPEz 0..67 A�re�J % I %G r y / 6 , / r D.B. 1 "' P, 3 PLAT !v 0.04 Acres " ;,. ,� / GN OMPET D.B. are A 3 Q06 D.E.P. 128 A i! �)' .('BB909 •� F ..'57A1 �; JY9V.�- / /'• / / / r>. / /i. 6 0 V'Je \ / ./r/ .av/ � i yC• s / JB0.97�� s% `",Drainage Area 2A_Pi Drainage Area 3(Pipe) .°' 0,11 Acres , < Dralna e Area 2B inlet / . r 0.07 Acres. Drains e Area 4 8�7 ' f --- --- - -- - --- -- -- � � � ib4P) r� • . ¢i � 7213 •'--_ a/a � 74d 7.4a .. 574. T � � • / �� � / \ \P8�P � �� r �� _w.--. �\ B'93 \ } 0.09 Acres 4` C !\ / h o /\ \/ \ ` • Z� 6� 1011G�\ - 0 Af51Z+/; ,b�°.�B .22 ��,�Drainse. Area 2AInlet,5- inage Area 15 \ \ ��' '� B,\ - \ L / \ \ � Q., y � ���/// 1T4. a71.B 1 57 B f '.. C� r 256��..-+ "w p)' J76, 9 {Y G s---•_ -. J \ t " vv � �. Are / / \ ♦� V• / / / / 571.11 ) - - d, 9.1 1'+ y �- a cl \ 569.0G ._ 1 G _ 71 � � _.... t � 0.15 Acres T �. �. �.. '�--- .r ( \ �.�' � / � / •� , f � / � � t�-,<, `� � 1»�, \ Drainage Area E. D(2B_Plpe) \ 5Qbz Acres -1 ✓ N�t'24° ter d. 7 ro . O \ BG t `� ` W_ nhr 4 / \� PAR�Rt'O� ; �� 1 �.9 O d 0P�,`�P .(D \ C7 ♦./ ` x�� •.- y�'° '�' �I'L x S ` iAR A AVEL P &� _A ) 4 { @ ° ( -)•G\ Q J 7°,8a G V• • l ✓'t \ Cw »/ 7 �/ /\ -{- '`�. \/ .`o \ \ - ?`' •�� .�' � \ 7 ._.s•=---r•' h r 8C ra•ea�PL,� M T ;, 1 CO a '•. � ' , - - ,:- \ qJ +IL ` \ / t P -� 1� %us s)o. z5��°�a5� x/ \J I •� ((�eC 7f O < c (� v 5•, \ \\ iJ ,� O�/ / INV 86.0 / 9 \ � \ J7Z 0? 74 cF 1 \o � ('- Y ■ --'- O.I! f"' � -F � r `5TJ \ `__'\\ / 1. / ' DRAINA13E .Drainage Area _ h R �; 6 , c � 3. _�+ „-�✓� �) ¢ aBB03 �o � ,H e c fi � -Yf SEMEN \ • � f � � \/ / •C \ \ � / Q O �\\ ✓'`` \,\ 670'9 f ♦, ` � � - ( JBT, rO r YL x / ( � , � S ` r P6jy486TD\ \ 13 �s UT� �� \\ B° ( Y f L •� (5 a ropi 1\� i h \ '� Bor M f / 1 �' i<49 4 ' �O�Pa R ,! 170.B6 y � ,.r- r i � � �NV570,96 / /` 0.Q8 Acres CF //p O PP \ t ! t?' BC / r 56aB J65, f� 7T L 9.TiB70 6 3 1+ + OUT T \ �'�y �\ ,k, �i/ / J �• MJ' ai 7W B e0 2 i� _ H EJ70.6, a`• .-„„ \ � I J \/�' \ / • ♦ B�\� '/ tNV Ipq OgtOdaG .�G• x�4 � " � sa eo o7os9 / • B'rBj/' S('S,`-� �%ls r z / Drainage Area 16/ \ \ 36e fi' Kry 9S0J J��Fi 6,1. V a¢ ' a rC Wt 5BJ.46 ate/ �Jstlo �.r iJ Js64.lB Y r I \ e m J J y\\\ tt )e Y t 511.s0 / ! / '\ \ \ f T't��0�' „ - _ I31o�1•Cter A � ® \ / B9.7 �,/� � .� B�-' „�!, � ___---- t \ � E 1 �. � � O 61*Qb � / tNYP563.766 +a""••_-.-w tom`'- �'J� � ` % �6@ •J�a J' IiRES •�a1+ a .32 ' f . `b7♦4.14 q• GPP 1•fi� BlB.s6 i'YV 4 / 2 1 ( ♦ ,vr"+ 86.3 \ _+^ C' 4 . V% • c f J7B.ir \ 7 �G \ 1 l.•8 6 r '? 0 T ,~ Q 66a �� � a' �N 860.9a /\ -�• / 'Z ° 0 'G,'9•' B9 •c•C, fp /o C� `r~ 7\ y O./as.2Bs Pry BOX/ t WA'�• as9.s ! ` C8 "CPP FH#1 \\Gv,JTY/ ,2 ^�� ��. J� s7°.B7 "`B �f v go- YL'1r� •--• 6 z { / ~ � `�d.�- �� 7 � � { J � 1 / � r v uav our Pfi ��•••-._�_` \ C N + 1 F ♦ qq � /�. � '( � .2 `�6 V�• • \ Y 6 "� / �°")0 \ .:BB �'i1!` -...r �V 4�� `+ 4 .. •,JL I V „"'...-. ems• a B 5 l a• 7C as3.aB, c, 6.98 1 ,37 "00 ,{ �' ( J 0' ACSA SANITARY / 'L ,tZ BO Js6.99 \\�` ® / \ p sB / SEWER EASEMENT �' tc T P O'C + • 564. t FH /7 \\�/ / Drainage Area 15/ GOB ♦� D,B, 397 P, 32 \ (� 4 .8 J 6 / , -����1 B6ft 14 5BR2Ytl J/D.B. 397 P. 188 \ tiles a 6s1B FF __._ Cc.� •__.,i _ to '"� yr/ r6alB � \ \ ' '` I (}, , .I .� S !' • \e S O E\Y / 0 /""-• 7 `. V a&7.48 560 TO - JBB.09 (S `L 727 / Dra• S+ 5 �rlage ar.dC ea Ex. A / � \ � / _ � $WAL \ 1 {:i J@3.96 ,.--.-.-••'(__' B63.B7 aB347 r -_._ \ '` -'^+- _.-•-"' yyy / + + ,.(`.,j_•^r"'�, 0.66A ai A OW Acres \ / ,.� � // G /\ ��• / / INV OU 6 �'\� "VCP \ \ \ ! • � � ,u �.:✓ ��.. ° � FOG- "'_ JB .13 PB C� .-,8 �✓` STORY lJ e5 BUILDING \ r ` "' ` - ,_--• _• 1 • \ cs °/�� BE ARpK S Yot4 BOARS HEAD INS I r / - N G �j \ 'Sediment baps to be converted to .-. / i/ P T-2 ROL �o�.mr 0 / / �/ HOSTRpROP RTIES O! OA \ Biofilter only after vegetative cover �'"�, \ \\ TION LASHER. / AIN E TRAN E / A.B. 2933 P. B3, 86 PLAT \ (- / _ic D.B. 2066 P. 87 has been established and parking / \ ( , f / , \ \ area has boon slabitized. i ^O� • \ �l \ D.B. 780 P. fig \ •^ - .B. ,722 P. 487 � l "iofilter �o O /' ` V. Q� '1� `' STOP 56.96AIN TOP RAIN .3 • �ff'�\ MaA f+wD• tO�rO � / ! "' / \--" 556.69 \ �• u W ro,oe•t@dby/UM}er" . ♦ \ INV I �i 1 4 \ YD TRANS. TOP 666.88 ' ...-. - rr 'y5' ..✓" / ' �� / '."r WV OUT 554.88. �. • INV IN 0 ..,,-.h /� \\I 1I / / /_.• _.....,,,�(J1 �1y�°° Q° ° \� - --SIR -� _� °- ° -.'.°�(��_� ~~o-h'\r\ \ \ \_/-+/ / 8"IN5V3C.BP °° r° ° ° 4V ° Drainage XINr P 8S5M ° oH �h¢�1�nncY777, 0.37 Acree e O EJ r �- 1-_- zc Tie 5• VCP ,� ❑ TVP 9• D( �6°0r 1 (p\ \ \ Ii O / •yam. \ 2 ex. I / a u y I v 6s .4s \ /WNTT \\\• r a o + \ i O r', 2 / / \ \ \ / '�•. ( yy J l /�/ \ .SM TV OX Ii / Notes: ,. Contractor shalt adjust electric, telephone & other existing \ \ - / - / 11 / a _ _ ` _ - _ --� / utilities as necessary for installation of Improvements shown on plan. /�e°`J B • . j '-� \ \ '� / / 2. Contractor shall be responsible for notifying'Miss Utility" (1-800-552-700,)m•\ 1 \ //ti • SMH WV•J ( \ "�•. \ti ( '""'' / r prior to commencement of any work on this project - 03 OJ OP • t 1 _ \ .` :J / / `- 3. Electrical service for lighting not shown. h ` \"` -�•�4af� �V�� \ s-�^i•`-'_•--•• Y-\»a�•. r,-� / t -f / y'• `� G�• _'`- 4.4 � -\ \ \ /�(.-��O - - � '-_ � -- � / TOP OU 3 y / ' 69g29 INV OIJT#-Et6NTN LIGHTND Mod 'ed nd Wall �"^.� -^� \' \ / / / -� �• INV IN 551,44 � r0 �-•• / / • \ \ - / • • 70 D P �\ • / \ --� • \ oMUN i o �\ ° North / ° \ \ \ \ \• . �� (l ° ° I ( ! i ���'-� 119 \ A / + Scale: 1" = 40' o j ' I ' II / / / 40 0 40 80 120 \ \ •J ° i I I ` � i 1� f / \ \ \0 ch� \ For Drainage Divi e Infor at1*o[1 Only O // 0 G L:"E 'H �LM E L • • 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S DEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL H OF tJ FRANK D. COX J CERTIF/CAIENO. (7 M9 "ONAI. PROJECT NUMBER 2511.06 DATE JANUARY 19, 200 7 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Stormwater Drainage Divides SHEET NUMBER ogl27I2067 • Copyright 2006, Glave & Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glaveft Holmes AssociatesP.C. 243 REBARS #6 @ 2'-6" LONG IRONSMITH TRENCH GRATE- DRAIN GRATES STYLE: TWEED 1/4" 24 MODEL DIMENSIONS CLEAR OPENING of GRATE FRAME GRATE WIDTH OPEN WIDTH 12"x12" 10"x10" 25 SQ. IN, -12M9051DR-12 M9051 DR-16 16" x16" 14"x14" 50 SQ. IN. 9000FDR-16 M9051DR-24 1 24" x24" 1 22"x22" 88 SQ. IN. 9000FDR-24 ■ These drain grates are for pedestrian traffic only. ■ Cast with 1/4" maximum slot openings for increased pedestrian safety and compliance with A.D.A. guidelines. ® Available in Cast Iron, cast aluminum, cast bronze ■ Frame is fabricated from 1-1/4"x 1-1/4" x 1/4" steel angle; ■ Finish: No finish , or paint or powder coat available SEAL 1 /2" DEEP HOLE W/ MORTAR A, A SECTION 1/4" PRECAST CONCRETE WHEEL STOP NOT TO SCALE 12" Patio Drain Grate and Frame NOT TO SCALE 6 ;= PARKING PAVEMENT SECTION (TYP.) NOT TO SCALE ri rim L -T co I+ 2 l- 0 w Q Z !Y Q DRAIN GRATE WIDTH + 5/8' DACE COURSE SM-9 a BASE COURSE BM-25.0 'AGGREGATE BASE 21-A s"r� LPL DRIVING LANE PAVEMENT SECTION NOT TO SCALE F 1 1/4" PAINTED STEEL 6" DIAMETER, 4' R•X DRAIN RAIN GRATE Note: Set the Top of the First FRAME Course of Timber Flush with the WITH ANDARD CONCRETE Proposed Grade on the Lower ANCHORS Side. X = DRAIN GRATE WIDTH FRAMES FOR GRATES UNDER 16" HAVE ONE ANCHOR PER SIDE. r JIG WELDED FROM�I 1.2E X1.25LAN X.25 � .a�l g �• - i e STEEL ANGLE��`.`�' MAY BE ; = ." I 1 I f �3 ' GALVANIZED ANDI E i I OR PAINTED TO E. - MATCH GRATETj OTHER INSTALLATION ,-Fx f METHODS AVAILBLE 5 Tensar Geogrid lr El 51 (Anchored to Rebar). ¢M 1 4" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6 - W2.9 X W2.9 FINISH GRADE--\ Timber Retaining Wall NOT TO SCALE WIDTH VARIES, SEE PLANT MIN WIDTH = 6-0" 1 /4":1SLOPE �Lq . " 4 - . 414'• 4• 4 _dP l=i; , I—T- , ; i 6 COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 SIDEWALK NOT TO SCALE WRY DUMPSTER PAD DETAIL NOT TO SCALE #4 Rebar @ 4' o.c. 6" x 6" Treated Timber L=(H+V-0") H L LIGHT BROOM FINISH 11� 3/8" EXPANSION JOINT SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30' O.C. WHERE SIDEWALK MEETS CURB WIDTH SHALL BE 6'UNLESS OTHERWISE NOTED Min "^ ""'r 'color TBD), 4" 'VC FRAME —4" BROOM FINISH CLASS A3 CONCRETE 6" x 6" W2,1 x W2.1 WWF 7 4" 6" GRADED & THOROUGHLY COMPACTED SUBGRADE NO. 8 OR NO. 57 AGGREGATE BEDDING MATERIAL CONCRETE PAD 18" Concrete Yard Drain NOT TO SCALE EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT PLAN HOLES PER NTS MANUFACTURER_ HANDHOLE GROUNDING LUG #10 BARE GROUND WIRE IN y" HEAVY WALL P.V.C. CONDUIT 3/" X 10'-0" — COPPER CLAD GROUND ROD MIN. 3" TYP. ALL SIDES CONCRETE SITE LIGHT PEDESTAL NOT TO SCALE NDS 24" X 24" GRATE SEAL PIPE TO MANHOLE WITH NON —SHRINK GROUT FLUSH TO THE FACES OF THE WAIELZ X 6 — W2.9 X W2.9 FIXTURE & POLE HEIGHT: VARIES, SEE SHEETS SL-1 & SL-2 FOR DETAILS SQUARE ALUMINUM COVER PLATE W/ TYP. GALVANIZED ANCHOR BOLT 6 #6 VERTICAL REBARS WITH #3 TIES 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) FINISHED GRADE BACKFILL AND SEED INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Netson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL L� H of U FRANK A COx JR > -o CERTIFICATE N0. 0 ASS / oNAi. PROJECT NUMBER 2511#06 DATE JANUAIRYL 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Site Details SHEET NUMBER q%�7*D7 66 • Copyright 2006, Glav6 it Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave 8 Holmes AssociatesP.C. [QAT 102121m. iIITL53,10 . "C�lFACIIN LfISAINAII C01 INC Ii.UM ATII Rl ItaL I LUMINA IR ICAS' 1 TAIr f iOUSIN , FORMED SPECULAR: METAL REF°L.E 'OR, CLEAR . lMOR IFLAFGI.A $:LENS. imp ohlit .1 504 WATT lam! EAR EP -23-.6 HIGH PR SU8E SODIUM,. HORIZONTAL [_ARtVOLT8RI E ' s6 [t.TiiEi�jTHE ,10 QEGREE:PLANE IS TOWARD THE. SOCKET, LIMRY DATA: EFFICIENCY {"f'72 2 o. :EFFICIENO.Y (DOMI:Up):... 72 2 019 I FFIf ENC" (S#t8 #I I Is rs }: f 0110.: 0,6 % ;LUNI NSILAMP� 16000: OF 1. UMII iOUS:'OPENIN : VERT10,AL CYiw# ICE# im INRU.T WAT; t # NE COuE DIAGRAM f� 7 a E l i T MAkCANDLEPOWER' 4359 11 y' � ... V. Y t l "1Cy � N� �• �e.Y, j WAX. Platte 'dim,** I * : mak:0rre at V _6.0 ISO-.ILL0MINAN.CE DIAGRAM ... r _.._ r .... j( 4 I ` I ' •�f6..:... t E 3 E T ,9. e, P � i I� 1': £ �...,., 1 .. I . _ ... �. a \ / '.Y. tjjlt \: LO F i Mr�ltrllltl H.6.19ht MVIVIP11or _ 2b 4..63 2 . f9, 0�99, 5 : ad 0 l 40 0 1:1 . . vrfl at1a cr1) Mot/ratln # ltt 15 Fl; 6t Each. tip'fe�#1fS 0t1e I— 'f4' tielgflt, Monday$ tvt rch 12, 2007 � o tom the Vf_ WeC KING K820 PHOTOMETRIC REPORT NOT TO SCALE LUMINAIRE SCHEDULE Symbol Label city Catalog Number Description Lamp File Lumens LLF Watts KING KLCC KING FULL CUTOFF on A CLASSIC DARK SKIES CLASSIC 70 WATT METAL HALIDE KLC52579.IES 4800 1.00 94 CONCRETE BOLLARD BOLLARD KLC 70M S11 LUMINAIRE LOCATIONS Location Aim No. Label x Y z MH Orientation Tilt X Y z 1 A' 9.5 11.7 3.5 3.5 0.0 0.0 9.5 11.7 0.0 STATISTICS Description Symbol Avg Max Min 0' AFF -I- 1.7 fc 4.1 fc 0.0 fc WALL -I- 0.3 fc 2.5 fc 0.0 fc SURFACE SCHEDULE Reflectances Name Front Back KING BOLLARD IES 0% 0% KING KLCC BOLLARD PHOTOMETRIC DIAGRAM NOT TO SCALE 0.0 0.0 �0.0 'b.0 -0. 0.0 10.0 +0.0 'o.o 'o. + i� 0.0 0.0 0.0 To.o `o. 90 DEGREES AT A BOLL kR jr0.0 South Elevation Scale 1" = 4' D HEIGHT OF 3.5' 1,00 INITIAL 4 FIN CAP PAINT: BLACK I 15' 510. TWIN HEAD/POLE DETAIL NOT TO SCALE KAI5-S BISHOP'S LUMINAIRE SPECIFICATIONS CROOK ARM CATALOGUE NO.:. K820-HGFL-111-175(MOG) PAINT: BLACK MH-120(MT)-KPL10 KPL-10 LEVELING OEMCE QUANTITY: PAINT: BLACK. OPTICAL SYSTEIM: HYDROFORM GLASS FLAT LENS (VL3) IES CLASS:: TYPE III WATTAGE: 175W T22' SOCKET TYPE: MOGUL LIGHT SOURCE: METAL HALIDE LINE VOLTAGE: 120V (MULTI -TAP) PAINT: BLACK K820 MIDLAND SR. OPTIONS: KPLIO LEVELING DEVICE 22"� LUMINAIRE ANSI M57 LAMP BY OTHER VL3 HYDRYSTEMED BALLAST SPECIFICATIONS OPITCAL SYSTEM PAINT: BLACK SUPPLIED ALTERNATE BALLAST TYPE: CWA CWA BALLAST MANU.: UNIVERSAL ADVANCE CATALOGUE NO,: M175MLTAC3M 71A5590 OPTIONS KCH15 CLASSIC HIGHWAYMAN QUICK DISCONNECT ❑fl SPUN CONCRETE POLE TERMINAL BLOCK PLEASE SELECT ONE OTHER: ARM SPECIFICATIONS CATALOGUE NO.: KA15-S-2 QUANTITY: MATERIAL: ALUMINUM PAINT: BLACK COATINGS REQUIRE(?; POLE SPECIFI A,TI -1 COAT ANTI-GRAFFITTI FULL LENGTH ONS CATALOGUE NO.: KCH15-G-S11 C/W FC S/F KA15-S QUANTITY: SECTION: OCTAGONAL COLOUR: ECLIPSE FINISH: POLISHED POLE TOP: 5 1/2" FL/FL NAMEPLATE POLE BUTT: 9 1/4" 0 POLE LENGTH: 20' 0" APPROX WEIGHT:: r,101 lbs. 2 5/8' x 8" RECESSED N H,H,BOX OVEFTFtATE C/W.GROUNOWIRE & 1 ALLENHEAD SCREWS I 1 11 11 it GRAPE - - NANEPLATE. H.H.'.BOX. THRU APERTLERIE & TOP VIEW 2 1/2" x 5" WIRING APERTURE BOTH �IBFS 9 1/4" W CATALOG NUMBER, FILENAME: K1.052579.IES .TEST. NQ, . 2579 KING LUMI-NAIRE.CLASSIC CONCRETE BOLLARb;butb }C?R FIXTURE CAT. NO. KL-C-C WIT.I! C45AR'CYLINDRICAL LENS AN1D GYLINIDRICAL.BAFFLE ONE'70W*CLEAR HPS LAMP, LUMEN RATING 630Q LMS. .KING LUMINAIRE COMPANY INC.. BIJRLIN T(�N, O'NTARIO $UMMARY DATA PLANE &'CONE DIAGRAM( 140 150 _1.60-170 170 160 150 140 EFFICIENCY (Total); 9.40,4 EFFICIENCY{Down./ Up): 9 4 % / Q.Q % 130 EFFICIENCY (Street 1 House): 4.7 "/� ! 4.7 0%, Lt1MENSILAMP; 6300 N0.OF. LAMPS: 1 12q LUMINOUS. OPENING: RECTANGULAR .Width: 0.00 (Feet). 110 Length: 0.00 Height: 0.00 100 INR,UT V1tATTS 0 E9t3-ILLUMINANCE. DI.AGI�,{IN (t'c) :_........ 0~02 ........... ... _...._ ... m.M t Iff r t ...:. ' x t 1 \/ fit,,..-Ir-•. EF€--�.,� h,t.,,,,, ly 2 I N _ _ /' 1 1 tE$` �8 �: 41\✓ , \ 1E' r ,. . ,,T J �l•�1^� �j 130 120. 110 1.00 90 8Q 70 60 50 130 120. 110 1.00 90 8Q 70 60 50 10 30. . 40> .20.. M*piane at H. . 0 Max cline at:V = 50 MAX: CAND.LFPOWRR: 247 Mounting Height., Multiplier 10' M 0J 23 1$ 0.,054 .25 .0.0.44 30.. 0.014 3$. 0,010 4.0 0<QOl3 45 0.€}06 50 0.€105 k = Point of max candela Moung.t$iHeight =...3:6 Feet: Each box reOeaents one mounting height, $41^14s0y;;M�rC- i 11, 20,07 Rhotomi *0110 Vl irllr+a KING KLCC BOLLARD PHOTOMETRIC REPORT NOT TO SCALE I Iltti5; 4 FIN CAP PAINT: BLACK 11" 28"T 1 15' 0" 28" KA15-S BISHOP'S LUMINAIRE SPECIFICATIONS CROOK ARM CATALOGUE NO.: K820-HGFL-111-175(MOG) PAINT: BLACK -MH-120(MT)-KPL10 QUANTITY: KPL-10 LEVELING pEVICE OPTICAL SYSTEM: HYDROFORM GLASS PAINT: BLACK FLAT LENS (VL3) IES CLASS.: TYPE III WATTAGE: 175W SOCKET TYPE: MOGUL 22" LIGHT SOURCE: METAL HALIDE. LINE VOLTAGE: 120V (MULTI -TAP) PAINT: BLACK K820 MIDLAND SR. OPTIONS: ANSI M57 LAMP KPL10 LEVELING DEVICE BY OTHERS 22" LUMINAIRE VL3 HYDROFO)RMED BALLAST SPECIFICATIONS OPITCAL SYSTEM SUPPLIED ALTERNATE PAINT: BLACK BALLAST TYPE: CWA CWA BALLAST MANU.: UNIVERSAL ADVANCE CATALOGUE NO.: M175MLTAC3M 71A5590 OPTIONS - KCH75 CLASSIC HIGHWAYMAN QUICK DISCONNECT ❑PLEASE SELECT ONE SPUN CONCRETE POLE TERMINAL BLOCK ❑ OTHER: ARM SPECIFICATIONS CATALOGUE NO.: KA15-S QUANTITY: MATERIAL: ALUMINUM PAINT: BLACK COATINGS REoulRpo POLE SPECIFICATIONS -1 COAT ANTI-GRAFFITTI FULL LENGTH CATALOGUE NO.: KCH15-G-S11 C/W FC S/F KA15-S QUANTITY: SECTION: OCTAGONAL COLOUR: ECLIPSE FINISH: POLISHED POLE TOP: 5 1/2" FL/FL NAMEPLATE POLE BUTT: 9 1/4" 0 POLE LENGTH: 20' 0" APPROX WEIGHT: 1,101 lbs. 2 5/8" x 8" RECESSED ZINC H.H.SOX & COVERPLATE C/Y! GROUNDWIRE & ALLENHEAD SCREWS GRAOE - 2 1/2" x 57. WIRING APERTURE 80TH SIDE!S 9 1/4" 0 SINGLE HEAD/POLE DETAIL NOT TO SCALE NAMEPLATE. H.H.BOX, THRU APERTURE & TOP VIEW TOP SIZE: 8" FL/FL REV. ALTERATION E.C.N. DATE BY NOTE TO PLANT: SPOOL TO HAVE TAPERED 2 1/2" IPS PIPE x 6" LONG WELDED TO BACK PLATE SILHOUETTE CAP (ETCHED) SPECIFICATIONS - ECN 05-0001 FOR STRESSCRETE SCATASEE EE ECN 05-0008 FOR KING U.S. LOGUE NO.: KLCC-LAC-V-70(MED) 5/8" INSERT -MH-120(MT)-S11 QUANTITY: LOUVRES CAST' ALUMINUM OPTICAL SYSTEM: LOUVRE ACRYLIC CLEAR IES CLASS.: TYPE V PAINT: BLACK WATTAGE: 70W SOCKET TYPE: MEDIUM (4) 3/8"-16 LIGHT SOURCE: METAL HALIDE I I RICHMOND INSERTS ON A 4 15/16" 0 LINE VOLTAGE: 120V (MULTI -TAP) ' 1 I BOLT CIRCLE COLOUR: ECLIPSE 1 i FINISH: POLISHED 41 3/8" (4) PIECES 3/8"-16 UNC PAINT LOUVRES: BLACK (REF) I I 1 THREADED ROD x 12" LG APPROX. WGT.: 887 fbs. 1 ! 1 (THREADED INTO INSERTS) OPTIONS: 31" e e BALLAST SPECIFICATIONS SUPPLIED ALTERNATE NAMEPLATE BALLAST TYPE: HX-HPF HX-HPF 12" BALLAST MANU.: UNIVERSAL ADVANCE CATALOGUE NO.: 11210-606C-TC 72C52C1-NP-900 ANSI LAMP BY OTHERS FOR WIRING DIAGRAM SEE DRAWING 20980304 18 2 1/2" x 5" COATINGS REQUIRED: WIRING APERTURE -1 COAT ANTI-GRAFFITTI FULL LENGTH BOTH SIDES 3' 0" 11 H C/W GROUNDWIRE I 18 1/4" 91 NAMEPLATE MESH TO BE PUT THRU APERTURE IN POLE DURING SET-UP TOP VIEW SEE ENG PRIOR TO SET-UP BOLLARD DETAIL NOT TO SCALE SECTION B-B 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 I SEAL - HI OF U RANK D. J CFKTIFICATE'NO. p TTl9 4r ASS / O N A L. �aO PROJECT NUMBER 2511.06 DATE MARCH 12, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Site Details SHEET NUMBER 0*7*7 OF • Copyright 2006, Glave Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave£t Holmes AssociatesP.C. " CG-12A 4 8 CROSSWALK k oar N�� -� ��•f.•• j�o ..ter-^' 3. 5' MIN 5' MIN 5'- OMIN 3 -0 5 -0 1�-CONSTRUC110N PERMISSIBLE I JOINT 0 01 B „ rO 90P A ­E-:<-� TANGENT PLAN CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ® 7' WHERE STD. CG-3 OR CG-7 IS USED. 8'-0' 4'-0" STD. CG-2 � 6"-12.1% MAX.-48:1 MAX. OR CG-6 -� SECTION A-A 5 DOWELS, 8" LONG 12" C- PERMISSIBLE OPE 10:1 CONSTRUCTION JOINT MAXIMUM 0 9 v• . o'mtoy v' . SECTION B-B LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48' WIDE) CROSSWALKREQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FL FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. -- CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. CROSSWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR R BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. (WITH BUFFER STRIP) REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER W. CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. (CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE NdTHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINES R, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMPSPECInCAFIM (ACCESS FOR MOBILITY IMPAIRMENTS) �2 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION E• L NOTES DI-7,7A,7B 1. DEPTH OF INLET (H) TO BE SHOWN ON (PLANS. a 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (H) TO BE 12 -8. rL.Hly I (CQVQ REMOVED PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD A=4 -4 (12" 3 "PIPE) (COVER REMOVED) IS-1. THE COST OF FURNISHING AND PLACING ALL 8- -0' A=4'-10" 12" - 36" PIPE) (42' PIPE) GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED B=3'-6' (42" PIPE) 711� PONCRETE COVER IN THE BID PRICEN FOR THE STRUCTURE. - CONCRETE COVER FR DETAILS SEE SHEET 2 OF 3) 4, IN THE EVENT THE INVERT OF THE OUTFALL '. • - --r . • . • : (FOR DETAILS SEE SHEET 2 OF 3) 00 • I AGGSEERNOTE7 PIPE IS HIGHER THAN THE BOTTOM OF THE THE INVERT OF THE TO SH SHALL BE SHAPED WITH CEMENT MORTAR '•� -�-AGGREGATE. SEE NOTE7. PREVENT STANDING OR PONDING OF WATER •; w IN THE STRUCTURE. THE COST OF FURNISHING . WEEP HOLE. WEEP HOLE. AND PLACING ALL MATERIALS INCIDENTAL TO .:' ;:. SEE NOTE 8. > SEE NOTE 8. NG IS TO BE IN THE BID .. 5"MI • LIFT HOLES PRICE FORTHE THE STRUCTURE. ' STEPS. SEE NOTE 5. > 5. STEPS ARE TO BE PROVIDED WHEN H IS V-0" • r� ;'. OR GREATER. FOR DETAILS SEE STANDARD ST-1. '• ' w 6, REINFORCED CONCRETE FOOTING MAY BE r� a PRECAST OR CAST -IN -PLACE. TWO LIFTING > X D X HOOKS OF FABRICATORS DESIGN TO BE r-� PROVIDED IN PRECAST FOOTING 1 7, 4" DEPTH AGGREGATE 1i68, # 78, OR # 8 X 6" WIDTH. N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC SEE NOTE 4. HARDWARE CLOTH Y" MESH OR GALVANIZED SECTION A -A SECTION B-B STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", CAST IN PLACE NUMBER 4 MESH HARDWARE CLOTH ANCHORED PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES NOTES CONT.) 9. THE TYPE OF INLET (PRECAST R CAST IN PLACE), DETAILED HEREON, TO BE CONSTRUCTED WILL BE RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONC. CORR. META 12" 2'-6" 2'-5" 15" 2'-9 4 2'-8" 18" 3'- 2'-11" 3'-2' 24" 3'-7" 3'-5' 27" 3'-t0Y' 3'-8" 30" 4'-IX'3'-11" 33" 4'-4'y;" 4'-2" 36" 4'-8" V-5" 42" 5'-2 f 4'-11" SFECIFICATIOt+ FHER NCE 241 503 DI-2A,2B,2C R Tr AT THE OPTION OF THE CONTRACTOR. , 15. DI-7-------- NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI-7A------- SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. GUTTER SEE SHEET 2 OF 3. DI-7B------ DOUBLE GUTTER WHEN DROP INLET 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR DEPTH (H) WITHOUT PIPES. THE AMOUNT PPPRECAST BASE, RISER AND TOP DETAILS, DISPLACEDBY PIPES MUST BE DEDUCTED TO PAGES ES 103103.07 THRU 103.12. OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. PIPE 12" 15" 18" 24" 30" 36" 42" MINIMUM DEPTH H 2'-0" 2'-3Y' 2'-6) ' 3'-1" 3'-7,'V 4'-2" 4'-BI'r CONCRETECUBIC YARDS .947 1.045 1.143 1.339 1.535 1.731 1.927 13. PAVED DITCHES ARE TO BE TRANSITIONEDI TO MEET INLET GUTTER AS SHOWN IN STANDARD P'G-2A. 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON ( THE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) j=0.3410 CU. YDS. 42 PIPE PIPE" PIPE) ` SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT- GALV. L2?"X2?"X?" 3'-6' 8'-8" LONG--.----, rE 8" 2'-2" " GALV. MC6X13,-Z"____„� BARS A-1 D 0 10" C-C A D •� ;� •� • �O) O O M ;� ; ;• ® 10" C-C WELDED JOINTS 10 iv a o TYPICAL ,. ,. BARS C In o 0 2'-7, BARS A 010" C-C h E SECTION B-B COLLAR „ IV mnn. I-L IAIN VILVV IV MAR. 1 ^4 2-0 N �- A BARS A- L 21i�" , L-VARIABLE-MAX. 20' I GALV. `O 2'-0" 8" 2'-2-8" 3'-0" N R 6 GALV. MC6X1 BARS F N D . D 3'-2" GALVANIZED MC 6 X 12 a . Q�r ° ; ° ' SECTION D-D -- --- ---- > • ; BARS E I ° . •° 06 C-C WELD 1,-9" „ BEFORE 2 S .- 'ALV'-,q_Fr====TT� 3" DIAMETER B B BARS E ® 6 C-1 8" 8" GALV. WELD ALL WEEP HOLE. MC6X12 SEE NOTE 8. '_ " ?" X 4' STUD SHEAR SECTION C-C CONNECTOR 6DECREASE TO 1' FRONT ELEVATION TO COLLAR. WHEN INLET IS USED SECTION E-E WITH MEDIANS. DI-2A DI-2B WARPED GUTTER I,L , I �-- L ,.� BARS A- APPROACH GUTTER ®5 C- 7' A (DI ♦1" jr 5z N s FLOW •, o `v, WEEPHOLE. 5"X1 4' 1 ? L 2k"X2eX1 /4" F- 11 + N I BARS A-1 SEE NOTE 8. BENT/PLATES V' GALVANIZED 0 10 -C -12" BARS A r=a a z BARS ®10' C-C ? o FOR USE ON GRADES w X BARS B ® 1iX4" STUD N a 10' C- p.' L = v 2 ' .� BAR C d R SHEAR CONN. 8 C- o IRON ® 2°C C DI-2C BARS : t TYPE A TYPE B _ 'STEPS. SEE NOTE 5 NOSE DETAILS JioW F-EL-O-•W-_ 2'-3" " TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE ENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 54^ AND IS TO BE ANCHORED WITH X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1, SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C=C. SHEET ' of 2 STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12 - 24 PIPE: MAXIMUM DEPTH (H) = 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 7?' -•a 15' �`.;Q 18' MIN .a a MAX. •Q . NOTES: 1. THIS ITEM MAY BE PRECAST R CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH }}OF CURB MAY BE REDUCED AS MUCH AS 3" 1N1 ORDER TMTHAT THEREASED BOTTTOMAOFMUCH AS CUB WILL �201NCIDE�) WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18' AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE R AN INCREASE IN DEPTH. �4" 2" R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH R LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE a . •a. EXCEEDED STANDARD CG-3 IS REQUIRED. ^I 6' a ' ' `' ' •'a SEE SURFACE NOTE 4 •a �' a. 'a • ° ','a . BASE SUBBASE 6' RADIUS SURFACE BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPE=ATION MMMCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 0I-7,7A,76 DETAILS OF CONCRETE COVER AND GRATE B 2" DIAMETER BAR ® 10.68 LBS./FT. NOTES 5'-4" OR N0. 14 BILLET STEEL BAR ® 7.65 1' BEN LET TO BE IN I - - I� USED 3'-0' ,��-7,;1 LEIS T., (ASTM A615, GRADE 80. MEDIAN OR OTHER AREAS NOT ,_ „ GRATE A NORMALLY SUBJECT TO TRAFFIC. N " Lp 2. GRATE B IS TO BE USED WHEN INLET IS LOCATED ON SHOULDER A. I A OR OTHER AREAS SUBJECT TO '� o L to .I 3. FOR DETAILS OF LOAD CARRYING ?" X 4" L2"X2"X?" GRATE (GRATE B), SEE T-DI-7, L2?"X2?"X?" SHEET 103.08. CONNECTS DETAIL A 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A GRATE TYPE SINGLE UNIT. OUTSIDE �B I OR III BARS DIMENSIONS OF Gf� TE TO PLAN VIEW (FROM PLANS)REQ'D.) BE 3'-4" X 2'-11,.LL" GRATE A)" OR 3'-4" X 2'�i' uA SEE DETAIL 5. ALTERNATE METHODS OF fV'-O" N ANCHORING ANGLE IRON WILL BE ' ACEPTA13LE IF APPROVED BY THE lot 3Y" ?" ENGINEER. SECTION A -A SECTION B-B 6. GRATE AND COLLAR ARE TO BE GALVANIZED. GRATE A: APPROXIMATE QUANTITIES CONCRETE CLASS A3 I REINFORCING STEEL 0.423 C. Y.1 63 LBS. 2 BAR SPACING CHART GRATE TEE MAXIMUM DIMENSION A B 1 1?" 3" lII 1" 1' 7. CONCRETE COVER MAY BE PRECAST OR CAST IN PLACE. 8. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 9. GRATE BARS TO BE PARALLEL TO DITCH FLOW. DETAILS OF GUTTER AND METHOD OF PLACEMENT NOTES I. DI-7 NO GUTTERS. DI-7A NO GUTTER IN ONE DIRECTION. DI-7B GUTTER IN BOTH DIRECTIONS. 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER ARE TO BE DOWELED WITH X 8" SMOOTH RODS ® APPROX. 12" C-C TO PREVENT SETTLE- MENT. IN LIEU OF DOWELS A 2' X 4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 ALTERNATE DESIGN. 3. VARIABLE 2:1 OR FLATTER. 4. DITCH GRADE MUST BE ADJUSTED TO MEET DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SECTION. 5.. IF DEPTH (D) BECOMES LESS THEN 4", LENGTH OF WINGS ARE TO BE EXTENDED AS DIRECTED BY THE ENGINEER. 6. CURTAIN WALL TO BE LOCATED AT THE END OF THE PAVED DITCH SECTIONS OF THE DI-7A & DI-713 THAT ARE NOT ABUTTED BY OTHER DRAINAGE. 7. IF NORMAL DITCH GRADE IS TOO FLAT TO ALLOW FOR ADJUSTED GRADE TO INLET, A SPECIAL GUTTER DETAIL WILL BE REQUIRED ON PLANS. 210" �Di CH 2.0 �0" DITCH I ET� ' D D SECTION A -A SEE NOTE 3 R� SEE NOTE 3� R� SEE NOTE 3 SEE N TE 4 BOTH SLOPES FLAT ONE STEE SLOPE �A ONE INTERMEgIATE SLOPE � INLET A , `,0. DITCH INLET 2.�0" hA¢ DITCH `l'pn SEE NOTE 6 '. D R GUTTER GRADE /`` p `t ADJUSTED TO MEET 6' � 6„. INLET ELEVATION A R TYPICAL ELEVATION SEE NOTE 3 SEE NOTE 3 SEE NOTE 4 SEE NOTE 3 ONE STEEP SLOPE -ONE FLAT SLOPE BOTH ;SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF GUTTER _T CONCRETE CLASS A3 0.241 CU. YDS. BACK UP BERM TO BE PROVIDED AS DIRECTED BY THE ENGINEER (DI-7A ONLY). ,//--N��ORMAL MEDIA �LQITCH GRADE ,1 OR FLATTER LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) SEE NOTE 8. STANDARD MEDIAN DROP INLET 12 TO 42" PIPE 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION APPROXIMATE QUANTITIES CONCRETE DI-7 DI-7A DI-7B CLASS A3 (CU. YDS.) NONE 1.211 2.148 SHEET 2 OF 3 SPECIFICATION REFERENCE 241 503 TABLE OF QUANTITIES DI-2A,28,2C REINFORCING STEEL L TYPE CONCRETE BARS A BARS A-1 BARS B BARS 8-1 BARS C BARS E BARS F WEIGHT Cu. Yde. No. Lin. FtA No. Lin. Ft. CIE No. I Lin. Ft* No. Lin. Ft. No. I Lin. Ft.* No. Lin. Ft. �E No. Lin. FtA Lbs. DI-2A 2'-2" 1.71 4 3'-2' 5 3'-2" 4 3'-6' - - 5 2'-0" - - - 1'-6' 55 4' 1.95 4 3'-2" 5 5 -0 4 3'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2 -0 3 1'-g" 84 rat 2.23 4 1 „ 30-2- 5 7 -0 4 „ 3'- 6 7 „ 4 -3 to 4'-6" 5 I „ 2 -0 3 4 -0 3 1'-6" 119 8' 2.51 4 3'-2" 5 9 -0 4 3'-6" 11 4'-3" to 4'-6" 5 3 6 -O 3 1'-6" 154 DI-28 10' 2.79 4 3'-2' S 11 -0 4 3'-6" 15 4'-3" to 4'-6' 5 2'-0" 3 8 -0 3 1'-6" 189 12' 3.05 4 3'-2" 5 13 -0 4 3 -6 19 4'-3" to 4'-6" 5 2'-0" 3 10 -0 3 1'-6" 224 14' 3.34 4 N-2" 5 1 15-0 4 3'-6" 23 4'-3" to 4'-6' 5 2'-0' 3 12 -0 3 V-6" 259 16, 3.61 4 3'-2" 5 17 -0 4 3'-6" 27 4'-3" to 4'-0" 5 2'-0' 3 14 -0 3 1'-6" 294 18 3.89 4 3 -2 5 19 -0 4 3 -6 31 4 -3 to 4 -6 5 2 -0 3 16 -0 20' 4.17 4 3'-2" 5 21 -0 4 3'-6' 35 4'-3' to 4'-6" 5 2'-0" 3 18 -0 3 1'-6" 364 , • 6 2.24 4 I "1 3 -2 5 7'-0' 4 „ 3 -6 6 , „ I „ 4 -3 to 4 -6 5 " 2'-0 6 2 -1 6 1'-6„ 115 8. 2.55 4 I „ 3 -2 5 , „ 9 -0 4 l „ 3 -6 10 , „ 1 „ 4 -3 to 4 -6 5 I „ 2'- 6 3 -1 6 I „ 1 -6 150 10 2.82 4 3'-2" 5 W-00 4 3'-6' 14 4'-3" to 4'-6" 5 1 2'-0' 6 4 -1 6 1'-8" 185 DI-2C 12 3.09 4 3'-2" 5 13'-0" 4 3'-0" 18 4'-3" to 4'-6" 5 1 2'-0" 6 5 -1 6 1'-6" 220 14' 3.37 4 3'-2" 5 15 -0 4 3'-6' 22 4'-3" to 4'-0' 5 1 2'-0" 6 6 -1 8 T v-6" 255 16' 3.65 4 '-2" 5 17'-0" 4 3'-6" 26 4'-3" to 4'-6" 5 2'-0" 6 7'-1- 6 1'-6" 290 18' 3.93 F 4 3'-2" 5 19'-0" 4 3'-6" 30 4'-3" to 4'-6" 5 2'-0" 6 8 -1 6 V-6" 325 20' 4.20 4 3'-2" 5 21'-0' 4 3'-6" 34 4'-3" to 4'-6" 5 2'-0" 6 9 -1 g 1'-6" 360 NOTES 1. DEPTH OF INLET (H) TO BE.SHOWN ON PLANS. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 DRAIN SUBBASE MATERIAL. WEEP HOLE WITH OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. 2. THE "H' DIMENSION SHOWN ON THE STANDARDS 12"X12' PLASTIC HARDWARE CLOTH A7 MESH AND SPECIFIED ON THE PLANS WILL BE OR GALVANIZED STEEL WIRE, MINIMUM WIRE 18. *DENOTES LENGTH OF ONE (1) BAR. MEASURED FROM THE INVERT OF THE OUTFALL DIAMETER 0.03", NUMBER 4 MESH HARDWARE PIPE TO THE TOP OF THE STRUCTURE. CLOTH ANCHORED FIRMLY TO THE OUTSIDE 19. ALL REINFORCING BARS TO BE #5. PLAN "H' DIMENSIONS ARE APPROXIMATE ONLY OF THE STRUCTURE. FOR ESTIMATING PURPOSES AND THE ACTUAL 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIMENSIONS SHALL BE DETERMINED BY THE 9. ALL REINFORCING STEffL SHALL HAVE A WATER TOWARD THE INLET THROAT. CONTRACTOR FROM FIELD CONDITIONS. MINIMUM COVER OF 2 . 21. MINIMUM HEIGHT=PIPE DIA.+ 2'-6' WHEN PIPES ARE 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF LOCATED UNDER EXTENDED SLOT OF INLET. TO BE SHAPED IN ACCORDANCE WITH STANDARD ALL OPENINGS BY 2". IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 INCLUDED IN THE BID PRICE FOR THE STRUCTURE. (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE STRUCTURE, THE INVERT OF THE STRUCTURE SHOWN ON PLANS. F /� F • SHALL BE SHAPED WITH CEMENT MORTAR TO G7/ PREVENT STANDING R PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING 13. THIS STANDARD IS INTENDED FOR USE IN CURB AND GUTTER SITUATIONS ONLY. ao 1? A {� AND PLACING ALL MATERIALS INCIDENTAL TO i _1 THE SHAPING IS TO BE INCLUDED IN THE BID 14. STANDARD INLETS MAY BE CONSTRUCTED WITH PRICE FOR THE STRUCTURE. CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. 1" 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" Q � OR GREATER. FOR DETAILS SEE STANDARD ST-1. 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CURB AND GUTTER. 45^ �/ GRATE 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 12 C-C TO BE PLACED IN ALL AREAS ADJACENT (H) OF 5'-2 WITHOUT PIPES. THE AMOUNT 150E 7 Ibs. cast iron iv TO ABUTTING CONCRETE TO PREVENT DISPLACED BY PIPES MUST BE DEDUCTED TO SETTLEMENT. OBTAIN TRU QUANTITIES, FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. SECTION F-F SPECIFICATION STANDARD CURB DROP INLET Sheet 2 of 2 REFERENCE 12"-24 PIPE: MAXIMUM DEPTH (H)=9' 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 MH-1 SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR 'r, BRICK AS DIRECTED BY THE ENGINEER. 0 0 0 CO I SHEET 1 OF 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES, 2. A BASE THICKNESS OF 9' WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5'. OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6.ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. SAECIRCATICN MANHOLE FOR 12 - 48" PIPE CULVERTS I EFEMM 14RGINIA DEPARTMENT OF TRANSPRTATON 302 106.01 SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0,785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1. 4. 0.785 2.747 10 11 1.6 1.91 0.785 0.970 3.009 1 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0,970 5.265 17 4.0 11.173 6.032 INCREMENT 0.45 1 - 0.582 i ' ` a / 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.gtaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL or U FRANK O. COX JR CERTIFICATE NO. 7179 44 o ASS I0NAL / PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Site Details SHEET NUMBER [27/WO7 Copyright 2006, Glav6 Ft Holmes Associates P.C. All rights reserved. These dravrings may not be used in any manner nor reproduced in any form without prior consent from Glave a Holmes AssociatesP.C. FRAME.. COVER:. SEE' EIG.-1—#E 7RE�T : SIJRFAOE.' �I .' N:ON--PAVED AREA SLOPED :, rR:EA - ... _A.� �q11, Riff ,,..WE0G_L0K" TYRE RUBBER: COATEDSTEELS�E}E:L b STEPS OR :APPR 'VEDI.' MIN EOU.:AL T .'AIll . I"LAO,E:_Oa PRECAST REINFORCED CONCRETE SECTIONS 1 I IN yrOr,. RIN. :�:EALS _ _ 16 .�" MAC MINIMUM ELEVA.TI.0N. QWFERENCE AQRQS� M;H 5" FROM: INLET TO -OUTLET SHALL 8E 0.:20 I' EET".: �CON:CRETE DEPTI-i 'Q.F FLO 1=1LLE.TS - -VARIE 4. CHANNEL rt0 HE .3/4''.DIAMET5-R. -OF t .ONTI IDU.TMNG SEWER..4 d .' " "A A FILLETED INVERi ' A SMOOTH :.. . TRANSITION.Or FLOW I�ETINLEN` .INl ET 'OUTLET PIPE 'SHALL E PI ?Mi E,D.- MIN, B.'�' BEDDING:. NOTE.:': �`� 'CIO: 68 : TON,.E 1; VEDaING. THIC NE5 REQUIKMEI�T SHOWN IS MINIMUM AND SHALL' BE. .SPECIFICALLY ECIFICALL ..DETERMINED . 0Y THE ONSULi'ANT I Off. TH.E QIL CONDITIONS.: 2k THE CON:SULTAN.T WILL. -D.ETERMINE,VETHE:R MANHOLES' SHALL. RAVE' EXTENDED : OR. NON. —EXTENDED JIFT HOLES,: INLETS; OLITLET: f :ALL JOINTS,` t .TO 9E SEALED NSIDE` AND OUT-, TYP Ir'C AL: M.,ANHOLLE SEC,TION .S H' .I 1 I H T1 E I N �J. T F'ICi -S' I —A OF RIPE 'NO. 0 STON:E - k1EM. AININO ' BACXIFILL. SHALL .NOT "CONTAIN: ROCK. MATERIAL. LAR 00 THAN .6"` :I.N ANY ' .DIMENSION INTIAL BACI-FILL (" LIFT.$): NORO:UGHLY 'COMadPACTED' B�'; HAND OR AP�'f�QVE-�:' MECHANIgAL. TAMPER H A U N..H(NO 4R rn M . OUNDAT10N. (SHAI:L BE RE WREI) WHEN `$OIL . WOIOII'IONS APE IJNTLL. ALL Pi-... NOTE :: i PEN.CUT . ': IN 'PAVE0 ARIAS W,THIN EMI TiNo ' DOT FIGHT, OF-7WAY SMALL' Qt.- BACKFILLED ENTIRELY W!1` 4 .NO 21A. STONE, 2-.'FOR DUCTI E IRON PIPE... THL. BOTTO ': F" THE TRENCH SHALL E SCRAPED: AN :OMP`CTE,I, AND Ai:I, :TON1E FtElO'u�EI ..:QR a BEDDING . t0. . S:TONt SHALL BE PROVIDED ' 'PION S BE IN T, �.LEU ON A IwIII'`�I UM 6" 3. WHERE DOCK IS..EN O JNTERED P HALL .80DI.ING 01` Not o ..STONE' ' M F"LE :ISLE. CONNECTION. 'ITH :STAINLESS STEEL. j ; } .PSI CONC., BASE 0:�NJ0,.H ' SLOP'ED .:TO FLOW CHANNEL14'" 1" "MIN" RANCH N 0TEA ALL CQN. N EQTI O N S TO BAD'HALL. E1L COREa ARID ..A I=LLEXIBLE Q:N N•E,QTI 0 N.- " BOOT � ' IN. TA LLED. GOOD F()UNDATIQfJ M.4TERIAL RC�C{CY FQtJNC}ATIOhJ MA1�Ef24AL. INITMAL B,ACKFILI. ST iBLE. $OIL ROCK' ,*..SCRAM `THE BOTTOM OF THE TRENCH.. REMOV ALL ' TONES— TO" ..INSURE: THE PIPE ;.00E .'T -RE T ON 'A0 QK .AND.. THEN COMPAC T THE :'SOIL FOR PROVIDE A 4F BEDDING . O17 0.8 TONED FOUNDATION IN -P-94�- Sol UNDE UNSTABL 1' MAL 8A. FILL TONE OEDPIC O. B STONE !-STONE Z'STA9LE S411,OR ROCK N OTE ' ' .1. NO ROCKS SHALL BE. ALLOWED WITHIN �4..OI= ><H E A:TER LINES. R€�CKS..LAROER . THAN.; 6-- .IN�.' :ANY D1niIENSION.: SHIALL BE. ALLOWED ABOVE THE INITIAL BACKFI.LL. . 3 THE INITIAL 8AQKFILL SHALL GE:'.1PLACED. AND COMPACTED .IN .Vj LIFTS, 4,`N RCAI'�I . CrR FROZEN. MATERIAL.'OR QEBkIS SPIALL BE ALLOWED' 1N THE TRENCH. Via: �E1.L..HOL E' 8 SHALL:'8E.'DUG: OU..T IN ALL CASE`: DUCTILE- IRON.-. . T : PI -PE N T LL TI -B ED D.I -N TS FI+G4 1D1`-�''2 00 W< _j 0 2 E E E 00 vW E E E ` _j cU in 1-1H M `-' U �J ^ Z W oA W 0 0 _ W H E Y qO ¢^ ^ G1 £ H£— Z AIEY O R¢ ZD� , Nu InW< ^l7 Nu EW NuLD W E Z L7 WO o_ W A \ O E . E r� u^ t E ` ^ 00 E N £ t \ \ E � u -�u H H O H Q^ AE Q^ _ 1- E a E H^ 5 E H E U N� � r, A E W E Q E W �, q- r� r` � m W (` u W N u CO u M u g� N N LL U. TYPICAL MANHOLE FRAME & COVER NTS FIG S-1-D Effective August 18, 2005 TD-4 ..SECTION, RIPE .GREET REND DIM0145I0N.. COL; Tom.' .A�it3..P'LUO "Lf.. . SIZE DE...i`TJ.:_'dDL 'FET L H. fi. L H T. /2- .1a .2-00 : .6.0. 0:15 S . .... .:.22::1 l 1 J. . 50 ,�y�} :iF V . '.' ^+dAy:. • ..'.;6�Y;yra.&�r,++ /'. :6�1.J .. p�p SSG 3.' ++'yy .e, 2 '� 2., 4d'0': j�y i1 a.13 :a.F.:. 74 L-Y sf ?. :•.::.'. i. W#L'"'• .. •1 >: 9.O��gayy 4..E 83 �i.�+-�3 3.r4y2.. ''i5 y4 ':9/' .5 5 tl^M �iF. 'Gpi; *RT0 p�.q / 9.P .. .. y� �n .'YaY .. I 1 f 1 2,34 : 2,84' 0.�� .': E 'ICE ►TERAL ii. WHERE A . SEW1ERSER— VtC LA:TER: L COIF NECT 'TO : A....MAHH I . AND ..NO INVERT'' EI-EVAT10INI ;FOR THE �VIC LATERAL: .IS INDIGA b1. TIME TOP CROM) E L'Vkn0N OF THE f�.�GE:. LA IEI L. FIDE SMALL E LEAST ,2': Ie#IGHER .THAN ..THE. TOP: DRO. ELEVATION.. OF THE THE LOFT: FIFE C+DI9IJECTI�� TO TIE:. MAItIiLE.' E EI LATEf , T'AP PED, INTi Exi TINO SEWER MAIN : HALL OI I I OTEi PSIN+� RIPE SAI�i L AS h" tl t� tJ' E .EI '. ALTf ". OR . APB AP.PRO.' D 'EQUAL. 3.MMM UMW:. GRADE FOR WER. ERMCE..'CONNE �1710 HAI44 Be � .'.�1- 4!": 44ALL $EWER'. LA.TEAA,:L BALL HAYE MINIMUM tIAMTEI..CF'0, _21 Mflllt'+I . :ALM.. SE4 E : LAT 00 $H'ALL HAVE � I IN�I.i�I�1i�' .ISOVp» FttTa SALT T�ETE IS t.EG OROiI�J .'x. 4 FINMARKER MAI N LI SMALL0 . 9 ANCHOR BO.LT:ON " ..EKTEI LINE: OF eE00.. USE- B c1N FOR: BEND$- 107 1HIk0VdH 12* ON ALL PIPI 41SI . 2. TRAPS : {�r�k:-.8EN0$ Fb AQJAdENT TO; %ELLS.' AS SHOO' , ' a FOR.... . N "RO . ELE'VA TI O•N.: PAINT ALL EXPOSED 'STEEL WTH"'Z: COATS OF p11UMIN0_, ..$.:PA1N..T: PIPE E ... 4o 6•. V 2'11:3..Z..,e .jig At Or CHART FOR- : UP'PER VERTICAL BLOCKING.-, AT 'STE EL STRAP WDTH.. .BIM. "r . THICXNESS.. OF .. T' STRAP . .1.- '� TA A,,��RS�.f-U. 7:A � ® l 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 - F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL LI H 01 y U FRANK D. CO R CEMICAM NO. � 7719 SS10NAL PROJECT NUMBER 2511.06 DATE JANUARY 19, 2007 , DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 12, 2007 SHEET TITLE Water &. Sewer Details SHEET NUMBER D y/�7tZV67 cjT_ • Copyright 2006, Glav6 & Holmes Associates P.C. All rights reserved. These drayrings may not be used in any manner nor reproduced in any form withoutprior consent from Glav68 Holmes AssociatesP.C. -44., MlkWum Y :M3hIrn+um cry t€€inn..%. �I�i4nlz��i t�:1�1: �►��rri�, I ra:+ Od b : ,ha .5-06'fc6 : Au tho*r-R . N.OTE:. . HYDRANT MUST BE KENNEDY GUAROIAN (K-•81A). I EQUIPPED WITH - CHARLOTTE - MUELLR GEN:TUR(ON (A-42.3} YALEE� THREADS WHICH I.S• OR APPROVED EQUAL THE LOCAL. -STANDARD. LENGTH OF BRANCH VARIES ' MIN 2, T(? 10' �270') j 7.CU..F'T. 1$" VALVE 8.0 GRAVEL. 367MIN rs/ �• 6" GATE q VALVE TEE. 2500 Ia.S:I_ CONCRETE"" � .' - ">T BASE AND THRUST .•�`• .''�; a 3 ;,�. •tit` ;* a IIOCK AGAINST .U.ND.ISTURBED STABLE � SOIL. STEEL PILE 3l4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR 'MEN MAIM IN ALL. INSTALLATIONS. A HYDRANT IS LOCATED' IN. A FILL,- ANCHOR RODS :SHALL. BE .GALL NIZED THE VALVE TO THE. ktikANT WITH 2-:3/4 OR ASPHAi.T. COATED. THREADED: RODS IN ADDITION 'TO POURING CONCRETE, *IF NECESSARY, A STEEL .FILE SHALL BE USEb AS ADDI-TIONAL WPIPORT DOTE 1, SURROUND WEEP HOLES MTH . GRAVEL. AND KEEP FREE - :OF CONCRETE'. 2. MAINTAIN A 3' MIN. COVER: FROM THE MAIN T.O ' THE FIRe- HYDRANT .( INCLUDING bITCHES ) 3, FINISHED GRADE SMALL SLOPE AWAY FROM THE FIRE H1fnRAIVT AND VALVE I3QX. 4. THE GAT£ VALVE 'IS- ALLOWED .IN. SHOULDER OR BEHIND !H-E OITCH. IT .IS- NOT ALLOWED IN THE ,PITCH.. • Fine hydrahk- shall.. be installed at Iocat oms w>>I eie >7eep hples are abov:e. the prevailai:ng grb.u>'dw'at.er P2eva>`lort. Zf regx;ire.d to be. _ u wet areas, the. weep boles shall be p:i.tigged atuf the hydrant. shall be, pumped dry. TYPICAL FIRE HYDRANT ASS MLY :DETAIL E€fecffve Augus:L 1$; 2005 FIG. 4 P 0... ACE : 4 �►�:� 1):`TNES ` ., 1loST PAINTED 8L E.':j0.. lN.0 ATE 'SALVE • LOCA`TION � . UIR�EGTE%: MARKER LP.CA110NA.Y I8E.M8jE.C1 TO WGH0Y., O..EPARTME T APPROVAL, i.:l.. GA:1.: 'VALV''E WATER ::. '.IE 4: I .. I .aiW.: ^'• --•pN1,ItNN„,NI, 1 . �l' ,•�Aiiaa.lu. . 2509 . P, 5..I, C0II kETE .. ;... ^• .. , �� 2 p -.:�`� MEARIN ,AIRED+: .. •._ .. . NOTE : 1N' REM:0TE: -AF E -S- V'AL.VE .A XE 'SHALL E T , ND. �1 TYP l A AT � AL AIR RELEASE VALVE APO( AA"' AL NO. 14,30_ M) NO, 1. , NO... a & —4 NO. 200C 27),, OR'.APPRO. ED EO►JAL . BRASS OR BRONZE PIPE DRAIN .T GRADE. IF M. LE------;%_ BRICK SUPPa TS . OR SOLID CEMEN7SLOCKS �-p-'i.'-'i'P - 'P£ " SOFT Op ER STOP , Iq 15h�dF E QU aW NISHED GRADE BRONZE GATE 'SALVE ' . STONE NOTES: : I) A PRECAST MANHOLE -CONE AND COVER WITH WATER CAST ON M; OR APPROVE6 EQUAL, SHALL.- HE USE[: 2) FOR : WATERLINES SMALLER. THAN 12" USE -A 1". A.A.V.. AND FIT'iINOS„ FOR WATER LINE$ 12" AND LARGER USE 2" A.R:V. AND Fl"NOS, 3) IN. ITVATIONS WHERE THE.A:R.V. ASSEMBLY CANNOT SE OFFSET FROM THE MAIN AN (ADEQUATE FOUNDATION SHALL 13.E INSTAL LED . SO THE WATER LINE DOES NOT SUPPORT THC. MANHOLE" CONE. 'TYPICAL. AIR RELEASE VALVE.. -(ARV)' NTS- t` IC:: W-- S • 4 a •• a . a ., r, it�j d .g I A[s=, 17.5" 6" MIN. 6" MIN. f'" 4. Q v . :k . a �. p -® 60" _ 44" 36" — 18 MIN. a. �.4---17.5"� a a .a 37" a •' WINGNUT LOCKING ASSEMBLY 12" MIN. a. MIN. MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2". METER NTS FIG. W-7B �ASPA.A36 AND HEX NUT ASTM A588 (TYP) UND157URdEO .FAIZTH UNDISTURBED 3/4„ DIA SQIL: (VP)' AI.L—THREAD ROD rs WATER MAIN In UNOISTUREIED EARTH PLAN Inr,�t • NOTE: 1, ALI L RODS AND FASTENERS $HALL BE GIVEN TWO -GQATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR 'SHALL ENSURE THAT THE COLLAR BFARS AGAINST UNDISTURBED SQIL, .FOR THE MINIMUM DIMENSION SHOWN. 3. DIMN51ON'S SHOWN BEYONb THE. TRENCH WIDTH ARE ABSOLUTE MINIMUM, IF THE TRENCH. WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASF ACQORDINQLY. CROSS _ANChOR R.ESTRAINT8- FOR `VALVES NTs Fig. W-3C Added .Feb.. !A. 6a fD-m o � 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL 1 H OF oZ U FRANK D. CERTIFICATE NO. Tll9 �v o \��v ss ' O ONAV PROJECT NUMBER 2511.0b DATE JANUARY 19, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 12, 2007 SHEET TITLE Water &. Sewer Details SHEET NUMBER 0 ;V/2C07 • Copyright 2006, Glave Et Holmes Associates P.C. All rights reserved. These dravrings may not be used in any manner nor reproduced in any form without prior consent from Glave 8 Holmes AssociatesP.C. 7dsaI8P=V sawjoH r;a^elt) woa; auasuo:) Loud 3no47}M w,o; ,due ut pampoidai lou iauuew .We ui pasn aq 1ou Ilew sBu�me,p asa4y 'paA-sal S448u 11V ':)'d selef---V —10H 8 aAe)0 `900Z 148uAdo0 • [ I �% LaaZ�LZ f Q N38Wf1N 133HS u-01d aduospus-I 311I1133HS MOLLdI'dDS3Q ILVC1 01�I SNOISIA311 :,19 (13)433H3 :119 NMWG LOOZ 19I kXVCI-dg3j RW 90•1 I SZ 'd39Wf1N 1:)3rO'dd IVNpr_ o� 64 onr_;uV7&Uwv I- d0 H1� ld3S SSE l V96 KV 1 Z06ZZ VA Lall�Asallolae43 IaaalS VRd 90� (VIM9N) zlloM PJAS uoslaN S,.L3H.LIH3UV 3dVOS(INVI OVSL 96Z Ktr 1 l£LL S6Z KV 1 Z06ZZ VA `alllnsaijolie4) JaaJjS 486H ISe3 OZZ (33.L) Auedwo3 xo3 a41 U29MONa ZIAID S1NviinSNOD S,N3NMO 6619 9Z6 l0E 3 WIS 9Z6 l0E 1 OS90Z OW `alllAMM'd LOZ al►nS LaAlaO Pae:):)ld OOE 6 Sul148alealS pool ONIZICISNOO 331A HS 0003 K6S LZ9 06V 3 O%S lZ9 Ott, 1 170ZLZ dW `uolxna peoa gn13 allapuoalH,l 609L pil Lanlleaogello3 u8lsaa le3llsno:)y IMNIJNa "IV3IJ SCI0OV Z 60t7 EOL b09 3 l 100 OEL V09 1 9l lCZ VA `alllns:)lue4:)aW peob auAelaagwe4) b9b6 OH) saaaul8u3 aanoueH SUgHNION3 d3W S1Nd11f1SN03 Vn `H"IZIASHJ-i0-IUVH3 NOI"IIA'Vd !DNI LHHW KNI GVHH SIXVog 31111133rONd worsawlo4Pueanel8•Ammm M 9LEE EVE b09 3 EOE6 6b9 b09 1 WEZ elulBJIA Lpuow4atll OOE allnS `IaaalS uleW Ise3 109 NOIS30 ' • �S IW1 OH'; -19 IAV19i LFLFU 06 09 02 0 02 I I • .OE = ..I :9190S ii Alu0 ueld adeo5puel .Job. vQgC3 GIH-L IWON � I \q\ftb\m\\\\\,,\Ask • VIVO\ 70\\` i 0 pia o 0 0 0 + 11) =11 9 \ • • o Q o i O O i O 00 .15 0 0 0 o wo + � � .�rweo�"+oiwyww•n ti+wy++W o�•u o .. �(a I d o S6'ID u n J ay 3..: S,9Zd90N \ (/IIOH AJJagJalu!M) DIDII!01IJ9A xall W) •� / r �� �® (laJno-1 AJJayo) j 0 snSDJaooJnDl snunJd (L) 14 (a1IJAWXDM) DJ@J!)@O Dou/W (21) �r 9 \ \ 0jidslaaMS ,49UJDO stAJuaHt) Bo[9+ DOIU15JIA Dall ft (l;jnDj AJJ9 / \ r •[6{99 g �, snSDJaooJnDl snunJd (2) p \ r ayazxOye z ss9 bd f[9 (SIDIUUaJ2d/SIDnuuV paIJOSSd) (aIIJAWXDM) / rr O sln , 90 z[s dAl it 01 + + \� DJ91!Jao DOIJAW Z �, / O 6PV.9 tfr 09 (a1dDW pad) 10}"` DItlVdl wnJgnJ j@oV (9) dj >B'019 l3Aw�J ONV Hdf � / �4 c i �110H �GJagJalu�M) Ir IDIIJOA Xall (M \\ \ °9 [B'z9 o°aa5 Ja ) t 8[5J19 �/ / r ( ezzLs Si • 1 oaoa� (AIiOI UDDI �d Ja SIB 1 r G> Z ✓ ... ♦ �. �/ �® �' DoDd�Xall (6) s 60•fB9+ 02M�9LxBS� ip. ♦ / f y � S Ml y J i + Fly 0B9B9 /. SI'>BS 1` ,fie dl �BB � Q pa6paH) + • 6 9 [ W�(LL lG'999 / ln0 ANI \ ddO „ID qq��`` S ZO 717 0Z'BB9 W l4k Ate;i a� vnaa o>x s 9 9 �o dd (�'� %F<•1 'f7ii' �s 90M...9 71 B�xB9 v 7 9/H 9 ""apc�-,0'b -119" ids?CTU.�° D p0" * ,.Bx'►65 YCaa d ood xQ 1 / es Be C0L69+ / ,y6e BB'689 NO 99S 'd 02S '9'O 1Vld ZLS 'd 029 '9'O 999 "d IDLOt '9'O LB 'd 990Z '9'O LIDt 'd SLOZ '9'0 SZE 'd ZlL2'60 �n V� d0 AlISkf3A1Nn D LO 4\ b'Z 1 V£L•LO-WG69 1 O 0 o o Q 0 00 0 c4o U _— 'alpuao-1001 (Z/ 0 flay-euo paaoxe jou 1juys sopedoid buiuiofpa pue spaoi oluo saiieullml aoopino woaI aanoIIids eqj -Z •spaoi jueoafpe pue sopedoid 6uiuiofpa woaj Aurae joallaa peplaiys ao pe6umie eq Heys pue aimullml ljolno linj eq lluys suawni aaow ao 000`6 spwa yoigm dwel a ql!m peddinbe aiieuiwnl aoopino 011133 ' 1 :sGION 6uijy6ij leluueaed 0 gru4S uaeJ6aeA3 pezls-wnlpejN o 00 gruyS u9ea6aeA3 96ael 0 gru4S 6uueMo13 pazls-wnlpew Q gru4S 6uuenmo13 e6ael 0 eel uea MA3 eajl 6uuanmold snonploea + eeil epe4S snonpl3e0 O'O - 37 'UP „37Z " 03 £# „ND Am Olio„ IaJnol r(aaau0 „N3U(11 011O„ snsojaooanDl snunad Oi7 19-19 " IU03 £# 'ulna „�Z 'Woo £# al4jAwxDM GuidslaanmS „laujoE) s,r(JuaH„ DJaluao oouAW Dolul6JIA 0011 SZ 617 'ulw „17Z "JUOD £# LIIOH AjAegaalulM D1D1110l1aaA xall kg 'ulw „bZ -IU0:D £# AIIOH uoDuawV Doodo xall 6 IDO „Z/l-Z "gvq aldDW pail wnagnd aaoV £! S91ON 3ZI3 NOW WOO IVDIN`d108 uaiy im DuliJod - 31f1a3HOS 0NI1NVId 3dVOSGNVl Rg-A uel j adeo5puel T-� B. 658 P, 1 - 0 6- D o01 MP 59D2-6-D-o i� J D D.B, 627 P, 470 ® 00 \ DJA IN USE EDNAM ASSOCIATES \ / BXR1853 C. ELDR GE, TRUSTEE \ D,E 67 P 196 D.B.D,B. 1853 P, 354 / D.B. 78 . 158 D.B. 8693 P 4P. 35 , O B. 467 LANDSCAPE PLANTING SCHEDULE - Meeting Pavilion Area / D.B. 847 P, 5 PLAT / / D,B• 8 P. 271 D.B, 43 P. 627 424 / NOT IN U E:- / D.B. 402 `✓ � � I�:"529 / 0 0 D.B. 402 P. 525 ^� • e„ � B. 397 P. 186 D.B. P, 5 ' �- TMP 59D2-6-D-3 D.B. 380 IRVIN A. AND D,B, 380 P. 12 / � / IZABETH K. FIHER / D.B. 364 P. 169 ---, B � / / D. . 873 P. 25 D.B, 350 P, 70 D.B. 7 P. 3 5 PLAT i D.B. 862 P. 289 VEPC � / � D.B. 44 0 P, 6 57 VEPCI f �j 418 P. 597 VEPCO 14 VEPCO D.B. 750 P. Y OF C'VILLE D.B. 658 P. 451 �e. D.B. 520 P. 564 r 'Y D.B. 494 P, 88-� D.B. 457 P, 380 rD,B. 350 P. 70 „ NUmgERS SHOWN THUSLY ARE CROSS /fASEMENTS SHOWN IN THE TABLE ABOVE W THRENCE LOCATIONS SHOWN ON THE MAP, i� / EASEMENTS LISTED AND SHOWN FROM BOUNDARY / p X HYSICAL SURVEY DATED SEPTEMBER 17 1990 " / � / PREPARED BY THIS OFFICE AND HAVE NOT BEEN a4 UPDATED, f OU TMP 59D2-6-D-2 ' NAD '83/NAND '88 VALUES DERIVED FROM GPS OBSERVATIONS � �1 SING UVA CONTROL POINT 31 AND ROUSE SIRINE Y131 AS FIXED C� HAROLD W. AND / V ES. WINIFRED S, DEANER GPS SESSION WAS OBSERVED 5/31/05, c� % I D,B. 1313 P, 432 RIP- { ' RAP �`�• D.B. 870 P. 739 PLAT / / � (D TMP 59D2-6-D-1 EDNAM COMMON AREA BSH/2 t` ANN H, MOORE BOTANICAL COMMON SIZE NOTES 8 Acer buergeranum Trident Maple B&B, 2" Cal. 1 Acer Rubrum Red Maple B&B, 2" Cal. 1387 Assorted annuals Perennials 35 Buxus spp. Boxwood varieties #3 Cont., 18" to 24" 54 Buxus spp. Edging Boxwood varieties #3 Cont., 18" to 24" 128 Fothergilla major Large Fothergilla #3 Cont., 18" to 24" 86 Hydrangea quercifolia Oakleaf Hydrangea #3 Cont., 18" to 24" 98 Itea virginica "Henry's Garnet"Sweetspire #3 Cont., 18" to 24" 8 Lagerstroemia indica Natchez Crapemyrtle B&B, 6'-7' 24 Myrica cerifera Waxmyrtle B&B, 54 184 Myrica cerifera Hedged Waxmyrtle #3 Cont., 24 1 Platanus acerifolia London Planetree (Bloodgood) B&B, 2" Cal. 78 Prunus laurocerasus Cherry Laurel B&B, 18" to 24" 9 Rhododendron spp. Rhododendron varieties #3 Cont., 18" to 24" 14 Spiraea spp. Spiraea varieties #3 Cont., 18" to 24" 4' - O.C. 18 Viburnum rhytidophyllum "Alleghany" Viburnum #3 Cont., 24 • a�, , \�` ��T�•�i � 'T '7 •T� , �Ti�► �1�,Tir•''�'- ��'7 T' T T T T' •T .`►' .'"► 7�'Fijy'!'�ls:�;�l�''��,'+�T.r►�rr.._ . r T- '7'� 7 � /► r^ f. L L- 1 . �_,,.�,,,, • • • ? sr u`�•aY L�/���!!kr'.r..�� ..�����,��,r�rn�e��eS.w�+/Ih�T�� ........., - _ • • • , ; � n �� "����'�'/ `�`.atMdr+t►r'�ieUEs►��:�e' 1�stlt�, � I�.�i�:�i♦►''!''i►`i/�`� ��L� ■L ii� o� ���..- - - �' + ,,�4'.�''. yF �-������• s.+•Y A''� - .�.•w•A i:..I►1R�..A►.�."� , a���..rr..�.�r•� �.. I� r :��►. .-. -v ~� •..♦;�•.•,.•.....�..�',�•,r,�,a,�•,��rq•... ,����ia„,.,��q•,��••ea'ql;•;•,���r,���ia;�-J,�•a,:,�`r;�i•ti � ', ' ... Sri-�...H", ��./ - 7� ++•,•,•1•N•,•,•,(',1,•OG ,•,•,•,•,V, fir••,♦,•,•,•,l•,•,••••,•,•,• L�.,•„•N•4,1;�•},^••r0,•Ip•,N^,•0.4,•;q•,•,•ar��•,•,••.•.p,w • _..... s • �� \\__\\ • ��\ � ���; � i F•,.• •r,•,•,•:.• ••,•,•,•,•,i• • •.,•,•�•,►• .•,•,• rr�ra,•,Z,� •,,,•,•.•.•• •r..,�•.r.•• ••,q•.•,•,r.•h1d�•.),1•.•..9�ru I_\ .•• •r••►•. • • ••. o••'r. • • • x`�. �:... •;��}.�• •�'•,1r;••a;• �•'►;iii•• �i•;• ���'•'i,• •': •'•'•' • •rYY•'i�III • W.iiii�' ; h. ✓rWY� I.1�- YYIYi.�i1i1YY�i►W. r �YiYra�i►i�Y�iYiiiYa- � y►� Y~� t 1'C,•�",r�-a�alll���' '�111��'"'i�-`'I-"�' i o �,, ;p,..r •+fie i � , (i/°�r !,u� �►�♦�� / ■ a I� �i D ��������;�,It.��� of �J��j �j /� g ! ! J'' � � \ may/ ■ • • � • O, aoDO0000.00.o,o0oa • a � � � • . .. • � � •1i,►\. � �! to '�./ � re � � � I i ' • • • � , . '` ,�� ,•:. ;:; ■ � ,�NINE,� �'.+•+••• r it ■ R . • • • . • � � .. �F " + �f•Y••If••••••l1�� •••f•••• ��•••�i.�••••1.••••1Ni0••• __ rrr, ,� .., ,• .. , ,! • , � �� �i� _ � r•,�l��j'1 ���� �I.9+ por.o-II�•r1.•}.r'�•��I.;). 11•�Ai11A�1� �.�•.�C�Ai•rrr/yr��.rrrlr�').rrrN�r.aZ• ! "� _ '1•••�• ►�+ //+•+• �•+•�� i/,•,. s ?��,i+M f3••'�:• �•b� C!.•,f.�� 1�¢• A...�L• Ii�.C•! .+l.Z.. • I"II"" • • f • I ILI •` c� _-..ca_u._- .. _ ..•.•ir����� ' (�••• •N N• ••• '•L••��1O-l1.����.�..�:11.••�.:•Ir/i (►.�:�7/ �:�;� •�:I) !�lF. • ♦ �,.... _. >'' v r �►^/.`-✓►'.fI`-vj",�j" f)••• ••I/ f).•.l �Q....,-.r•ii..�•:�.•�.•.�.��.�...[�..1w. rr••r� , �r �•.• 4.9 ���+•��.��.+0+.+•+•����.J. �,�+.�•�.�•�+��0+•G����+.+❖ �•iiia .•it �•❖.1+• �Pr+i•J� �1�� ..., - ..,. I��I••/1��'����1.•..fl�t•���•:�••t•)�• �• t1Rr�w.'�•t�TAIi� 1 ! •� r• _ —_ f �� u•�,o•o•o•••••o�••••••• ►,•••.•••••o.••o••o +�lAA, A AA •A !!! A ••••••••••��,.-...-v.-�....�•o���._���.�••,rrr _— •.•ao ,.....•:. -_ ` unsomr=' • �� /�— - ♦,I Y� 1•'YYY1.'-1'YYY�: �YYYYY-1•''M'Y ♦ r 4 ♦ 1 ► s ♦ ► ► ....+.�`..._-.! . �, r i/-'- t7 •Ili / �► \ �+aiil�4gp0�l+Di+�! 6'•M�i�i•�b���%MiR��i��%�%t�:.d o....•'oI�t�i1 �..� - -- -- ''o"�i•.� ••.,.: •ii' f �_ 'I I/ ® ~fib`` • A !'� • l > a. •���1:•1� aW.�y -- •��. �f�rlr ••!• Ii�i „" I I x UNIVERSIT OF CONC, PAD VIRGINIA �j OST WITH WOOD PROPERTIES, INC. FENCE (TYPJ D.B. 205.6 P, 87 D,B. 112 P. 487 D.B. 6 P. 3 PLAT D.B. 4 6 P. 158 D.B. 78 P. 128 — — — — — — — — — — — — — — TAN' NJ I'I "PARCEL A" If Sly 59D(2)-01-14A RCEL L -u C ✓ .35 AC. 2 S� 09N + /' � ✓` ' � I C a V e� �„ � _ e (O �, �S' ''�� •„/-. � "%„"•..,) ` „�� 2 �� �`',•-% r i — W V fi.. - ,`,'+h o d o d o n s Q k ,.-- 6 Yl1 p�� , (Rhod dron R F i / 4 1 Q�� ��e� I �I U �`' a'�\i 17 1 h c9 r( aw / Yv! n f Xv!^nrC rvl7 v! Y�r(x rfYl�C I — Ann Peren s -i -- ��P L.o ;`` a n e re e L� ZG MH E / ` TOP .i . BSHfii�f. �" s o .G f I 569. 1 �' �?5.•�„}7, \ BRICK S�O��O � � 5 ° �. �/ t •/-` s q cn - Z �7:.`- B K2 0 �5 - .SH/15 �/ f >.:J SLATE P� rE GRAVEL e '. BSH/15! � ,fir p, � � NV I — �.:- TOP � ,.(' •. � y 1,~•-. r,{`rx•�) ° G /3 C , BOX/40 V ONC.BOX/.5 CP I I Q FH #10G OB X/5r PEBB�ED 1 . - --,. WAL SIR- 19 - e " "------_ �' BO o �- F4' A /. L_ i" ED w a �T �'' J •7 G-, e TOP OX O Zia F (�. F 3 QO 5 6,7 / CB=IN,_ 255 21„W �` J y 6/� \\ .. 3 /'` O b; \ `� t DELTA 34212"00" t (i� L T \ �filrBBC 1, S�' .� 'S ONE s _H / 2WAL RHO/1Qto Ut 0 ` .te4 BENCM.IA RK S R EY C ROL P ��!!T T11 I LASHER, ELL AT16N 6 / O' l SMH �l i- Ming Notes: � • TOP ,J /A( 1. Each outdoor luminai pe ith a lamp which emit 3,000 or m e lu ns-s be full /c off /NI/ lAinaire and shall b ra ed or i Iged reflect away fro adj inin pr rues an adjac ds. s\\S60 2: 4 e spillover fro oor lumin it to roads joining ro s all not xceed one_�al fo - I . , I c f °° wq�� 'r' ��-•..�_ TO h� 6 i CJQ SO �� �ti U �� "PARCEL A" N 2 STORY BRICK BUILDING � TMP 59D(2)-01-2 BOARS HEAD INN D U ' / UNIVERSITY OF VIRGINIA O a P E L HOST PROPERTIES, INC. FF 66149 AT MAIN ENTRANCE 2 D.B, 2933 P. 83, 85 PLAT I� c �z D.B. 2056 P. 87 I Iz^� 417 D.B. 1122 P, 487 ram, UI D.B. 785 P. 69 6" DRAIN 6" DRAIN DI TOP TOP TOP 555.95 555.59 555.91 • o YD U cI�Q TOP TRANS. no OII2 88 INV OUT UT 554,88 00 For Land.oicapc Flan Only, INV IN E z 548,12 "I 6" VCP INV IN 553.90 4" VCP SMH TOP m 557.10 z j Cr LLJ I1 0 North �N < / $ p Q Scale: 1" = 20' ' w Q� w a $ 20 0 20 40 60 ° `' Q ��° �GQ / u,z TVP 9" Sg z 'A �h 2 Q C 1 V IN 52 0 DI TOP 551.45 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandholmes.com PROJECT TITLE BOAR'S HEAD INN MEETING PAVILION CHARLOTTESVILLE, VA CONSULTANTS STRUCTURAL &. MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Co llaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204 T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL 0 FRANK D..COX J9 y� -a GEK9FICATE NO. �0 7719 1 `I A �- PROJECT NUMBER 2511.06 DATE FEBRUARY 16, 2007 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION April 2, 2007 April 12, 2007 SHEET TITLE Landscape Plan SHEET NUMBER O412712,t7 Copyright 2007, Glave Et Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from GlaveB Holmes AssociatesP.C. s 1 801 East Main Street, Suite 300 Richmond, Virginia 23219 T 804 649 9303 F 804 343 3378 W www.glaveandhotmes.com PROJECT TITLE CONSULTANTS STRUCTURAL & MEP ENGINEERS Hanover Engineers (HE) 9464 Chamberlayne Road Mechanicsville, VA 23116 T 804 730 0011 F 804 703 4012 ACOUSTICAL ENGINEER Acoustical Design Collaborative, Ltd 7509 L'Hirondelle Club Road Ruxton, MD 21204. T 410 821 5960 F 410 821 5931 FOOD SERVICE CONSULTING Food Strategy, Inc 1300 Piccard Drive, Suite 207 Rockville, MD 20850 T 301 926 8181 F 301 926 8199 j OWNER'S CONSULTANTS CIVIL ENGINEER The Cox Company (TCC) 220 East High Street Charlottesville, VA 22902 T 434 295 7131 F 434 295 7540 LANDSCAPE ARCHITECTS Nelson Byrd Woltz (NBWLA) 408 Park Street Charlottesville, VA 22902 T 434 984 1358 F 434 984 1458 SEAL H OF - f q U RANK O. J CEKnF/CATE NO. M9 w 0 �Ss E\ NAL PROJECT NUMBER 2511.06 DATE DECEMBER 22, 2006 DRAWN BY: CHECKED BY: REVISIONS NO. DATE DESCRIPTION SHEET TITLE Photograph Location Key SHEET NUMBER 6I P7*07 • Copyright 2006, Glave a. Holmes Associates P.C. All rights reserved. These drawings may not be used in any manner nor reproduced in any form without prior consent from Glave if Holmes AssoclatesP.C. W, 10, nwN "4 L 'I T, T,`%t;:11"�,.�� T -e rV �.P N TI N 6 O�f6i,, t9 �,ieli,­�,� 717U -x.N-"-AV 7- A 0 .'Jetty 4� 'v A." SIM i� I 'j, i ff lik N, 'It y� !ji , 'I!-- ", -, V, �:- -^ -, - - -1- ; .I �,P . - I . - , I I 1 1 - i ir, 'A "i"- P vu ADs t a "0 g, ; "4 - —W, -,Msm�— "'T, , , i -, ", Rw' , n q "F4 , E�Okiir �- .7, N1 ,.g RNOV gf WN � �-1 0 V� �i� p -00 MOP JE= AVA v P 1!�' *q'. Z MMM, NO ON IN 'tI 91i ON 16 " � k - IBM-, HE f N -z !z "i vt et, P 1F.-INORK 'y Of* `7 iF W,- gn�,--w _ej, ;;D6 R� -Q 8A" -,,4�`-; U&Z", j t IN m WO,- g KE W @ e, 44 E RON', 4 ,A �s U. 7 7 v z gr�; t', aw- two W. Ng . - -1,'-1-­1-,11,,,-)-.,T g . �F. 'w-, Jel u A . ..... . ..... M 7 �,�P�XYlili,8 ft, '11& ­­1­111. iT 4- -2 �T- W �Wltio&, -W 5 %VF '5� RE R5,pyl,"t I A�U Im""WR , g IN v A M� VTI� g W. "I -3. it, fft� S, tI J Y -ew1M3W'A`1X g M -k NRDWI ji,.; :q 04-1 Ag -7i �-Wle.'T'iTz !;"3 F� 14 j. A vi", 1 e iJ W. U d 4tii z� igq , 4 -Z F; �0 'y "T."2K, Wg .. .... ILA.; RNA, "4 v 6" It. � "' A,i�' � --0 Ot. � 4 :4 1 -ix T, q. 4- :1 6. it % ;io 4-1 1,41 W, 3, 6 v e, �n5411 P , k4 -q z 4 WE 4.� Nr. - ji- � 4 :J.; . -�i; 31 If -Z Y, Y "4 t " --Ii, - ii� I, 'Ni le 2 Ar 5V- 7' w np-g IT _ 110 --S2 N I, g PRE , �tf f" Rif- N131 H , -,;� I ` p , b, N., Sit "I WSW J, 'N sfcr-,�- -Z kk-1 Q,% N j',z-v-)Cr j-24- a,, ag M �N-q W; F A vN mw � . ..... . 9-9m`� IN 4 2, -7 WOW Z, 'Fri! 2R "T 'to. 'fq-- X, X-1 s W"k, Pp; R�& gm .11 1 .. �,- T - "M "M kt?li';IoA�� t-IN X g W, - t;,g Mp Nf— OR, I R-A t: 6 AIR % A T-t A -TI 7 N life f '�h Is— tp x, I -P kg U 4. ic -NMW P A, Oe '7 5 X* F" ft Mr W 4 p". �tt *1�1' M-01%pmm-p a� N 'Y a . K RC5 NP, 24 PvZ4-. r�4- g n Ir e -40- M W 64-," A,; low IN U4, I, On 15 V. A4, W,� -fH i,;x it-V -Y 0 N, ;�,I A h �W -is, T� . 0 tN W ��m - & n 7"le' 61, , OSMOSIS 7111111111 0 �w "M ME, P W --T IN �N9 N-11i WA IOU; AU IN11 'x, Pi WNW N % e2, pz, 'S�, --J; g ;�'6, kQ4 le 4 ;.Zw 'y 64A. WIN fj�g-w VW-P�-� 011��11 'i R W, Y ih,,M Wr ;Y t! k`,� N Q2 - W_. ON ("n" .MV ORR 54 00, 0011RA. 8, 0 " . t7l R Up STA Y.N. -.""w 0� 4.� 9. - X, , vi,� 7 1 ROM WTi' gj� n'Xklt,� "W; tv "s A 4 0. Aw "g! g st, Milk g zip'. 14 w gr AM I ® I q u z g. n, R. "Y M w- aw T:T", , C AN � %tl�; ief, ERR E .-0 W.0 Wr All TV, w fi Z Me W bN 14 N 41, IM t A.. r 'A, Or im 4G,- *A Y w �5 X, 'i 0', 9i r7l . AA �,v 951P VXV,,�W,' k t? U1, T".941 tw� to 0119,� I N! ITI, 'I W1, 4 CIPF"T Y� V4Q" -4 Z, , Ve z. 1-9 N 2'. ij a geW.; Y- P!, Ptl F, A". 2,4 Amq,,� A �:y pu A iAi�, AI % 4 W n, A* N 'U v K!, 0-0 T�f f -j m. -0, U—gIT" V1, --N "MO M, Arw f: K t E "p qg, A, ffi4 T -1 ON - ffl -2 ..... . 51 A sz-r �v - I w: ne, V-w "Tit, Y z", ��; �,aigpt+ "-,',,e;5 p"t, T L 0 KA1 g �-T tw L M IT , -- i!,:, I': 1,ti 1 '7 x M11001 NOR, 0 f IS N 'Z� i ti grm 0 i -:ji izl, N '00 V4 31 :-A', 4 R N UPS W5 5;MW W/ 00W -11": -Avi-y" Jl NA pw S- 1F. ;F; g - ---- -- N . . ..... ... AW� "IT, '4. M -Y -";11� il� -V,� ""'. M, K 4" 7 §Affig': e' g -- - --z - , 'i - , 4, ai '7� - �M-45 -gg -'4.uFj -lAi g N. im , , , ��A. iwI; , Tto P go, im iu, v?j, N"-a a WAYAOR Igo, ZX(% K -,iq 'z , Q,4. -45 �P T, Air g, Z U; zg, F., W�e;j� URN NO! Y, ��J15� PM t.-. 01 5 g� yj� .12 ::A. n f� r-me )P.%ga, - '00 I Wm - IN. A v"- A ,,�`N d l, b: L m 6; e. 0 IT , w :e 4", Y, 04: p,. e 2-12 p., , N4 A �-Z� e I BU1 East Main Street, Suite 300 Richmond, Virginia 23219 T 8046499303 F 804 343 337E N www.glaveandholmes.com � &=go d