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SDP200700155 Plan - Approved Final Site Plan and Comps. 2012-09-06
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I ; I % / / ,/ // , z 111111111111111111111111111111�1 I- I1------- I . --- 111111 111, III I _____ - ______ I Ill -------------- -_ -IIIIIIIIIIIII11-- � McKee Ccr�on and Wd Spoit Concepts, Ltd. resetya their common low copwk;ht and other property Nht5 In these dra,Mngs, A3 Ideas, desIgm, =or*, detah, and Piom Ow the ProPertf of McKee Caron and Feld Sport Conc Ltd, The,, plans are riot to be reproduced, chatx1ed, or copied in any form or mannor wfiabo,gVer, nor are they to be assigned to any third party Wthout fIrst obtaining the express pemI arid consent of oiiiief McKee Carson or Wd Sport Concepts, Ltd McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434 . 979 . 7522 www.mckeecurson.com li— Uj a .- C: he .- W 0) . L_ q< > :* ;, 4__ C: =J :) onj 0 Lu ftmM. (1) as -:: , A*W& 0 LJ E 4( 0 -0 - X < V) z < __j CL z 0 �_ — _j 0 ::_; ILIJ Q 0 z < z 0 �_ - 0 z 0 U 0 z — �_ V) — x Uj REVISIONS I. 01/22108: COUNTY COMMENTS 2.06/28/12: COUNTY COMMENTS 3.08/06/12: COUNTY COMMENTS DESIGNED CM, CS, RBM CHECKED RBM, SCALE It. = 201 DATE 08-06-12 PROJECT 0103 SHEET NUMBER I_--�- - ~ V� STATE O/�UT� �� �~ \ ^ '� vn .J|n|�- n\���|�- �� \ _ - \ ~ � - - �/ �� ��� �� ~_ ` ~ / o o���u�o��.�\n^���|� �_ ~ \ - LANDSCAPE _-_� \ \AncxnscrS Li�� _~-~ \��` ' - -_--- ?\\ - cowxoLT/wo cwG/wssxx ___� _' ____ ~ ` ��wo p��ww�no __-� '-'--_ '-' '' � _) ---� ----- --- -----' -- S rv`' \ ~~~_ /-' � � __ __ __ ____ _� �__~- 4R� � ��~� \ �^ � �~ -� ________________----------------S00~_�~- FOR DETAILS �'' �v'' ` � / .- ~�~� on�soum000�me� ___. 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M - - I �- - _ 3 `� 45 r ( � R.� C(-r'T 0,V T' - -- H -- r` \ _ _ _ _ ,� / _ N,.` _ ` C?f f i 3c�4 ii�8 / / l \% ' r / JV nos �� "�i' --'!'� �- "Kj #D'k+ '�5 r� S'. ; \ S! fVliL PGL F `� 3 ��1 _ ( / r, 1 { 4 3 1 - #t� -1 r \ \``\� '' `\ �Sj�� V J •.• 'w.. /3, ll'F! :.Yh t l }� }�y,��''�'p :� . �„ _ ' 1t / \ / ,_.•.."84.6 ` / 1. � '�" 'a•.• ^++u .T_._--. .�---'`Y. „' 0 :y_`jU�,.,: liL '? 3.��..4 �u _ ?.-_•,wr§. ``Q`. / 1 -- -J - - - - - --- ----- ----- ---- --/-/ -- -..__ __.__. Temp. Constr. -Ease. / 1 �W � , ! x ____�L- _ __ __ _�, -- _____- - - 144 �` _" .-- _ - -3 8 5 _ - - - - " ';f ... � � J --- __-.._ .-- --- ( � 4. I3 p I / D.B. 3360 P • 214 2 r , "Ill. '::. ; � 4 • `, - -- -- - /' :P / I Plat Book XIV p 5 ��\% ..,/� _ / 1 .3 !" . � J001001 %U"i'1 x,,,. -r., a ,t# h�.�',ti�' `'�S` % �, r '-._ �--- i<_ w: i). DO ' J f - <.�v ' » . ,,.z'a-a'm.Ea,t�N s3>'i%�..5+ r'ru;;' /'� _. Q /�]�/ It -/( /�_/ ✓8-CJ "` `5f;=+.'y' >sn'� �X7 ` q�r `.>fi. `\ -_ ../ > L = l f 0. l! ! " j� n l�'R� � '�.l�� G. \i% � 91 p. "- ` a D'} iC 4 ii , 3� , =•u / \� � - i.-- a r, `4'°' , -o?-:. L`�,�,}�,�' , .R. v fiti d� ' , st y • +.•,�. e` F,:• �. I / .r i,-;:J ' g �: � . �'� arc r t ,.a 9,6�'.: . •p , ,+,- ; �1 ?la t -a /` �' u`,:,.. rs`�`�.' %e 4 :a.- .yt ^:� 5' �S 1.y.}at'`r -tG`• �� . �L"' is �.. ? : ) •r as+•+. 1 � u „� ��'4� ,mar' '� BW 384.09 .:� ; �s<�rk, y �•�;�, ��, �,'v, �nry��x.,..� t: i:�.��_.;�•nA . \ :✓t1. c 1"�'� F.`V.a 1�i, .`SJL4'. fro ,11 Ny�,y.� 4LJ�.32 h r .•%3;?��',.. 1 L y.z F 'lac ",_-;% .�/ v.k }'•i-Q' ` .:"A .4. ?} d �j�J. yY.Y^a .. °Y y., fi.. _ "'w r" �t. - 'l:^kr,"L;; , +Xt. A .s_ ! +..+y3'kb -., i#'+ ..w.r, \ ; f ar ` r p _ O ?STONE WALL : yz t� .� r A�f� . z�i_.:(f,. Y F. y � ti d I.W\ 3U 4-. / I •- / '!'� • Zi ' p,.i -F r§bt ."k dF 18•. n„;.� 1 ZCR + [l.lr •�M AF...� 387. ,2 C% /� SEE ARCHITECTURAL �S ,:ys1ur;�' `a / / S;4VG/IL\ ?LE -" ^' DWGS. FOR DETAILS • 3�,: �y y 12`' wyt> _ 3d�.32 1 O `" �,,� X / �'' BW 384 09 tk ' � r ag ` Cl O ".�.��i�vy,o 0 \ _ .� w.y •A 1 �• ': 7r� z1FrY' h' *"`.ram' f, +�.t' N.(v: �. � 11%` � -• , )! �. B W 38 09 ,V - $ ��-yt�•s �$,'` 1 .*384' fi n 1 _ ( ,. n. w,. „�,. fur..,. *•.I ` �- _ �'• \ / ? �5.'ti "n � t,r.n�,1 � . � NC ��; «ar. 'a I 4t s ♦' ✓" "'a >.,.,1 1 ''\:`. r F , ,f,f`i.;;y»' v,=a` r•, G''c,.si t,W• Yl� * 1� P 1. Q ( .. .. 1., 5�t3' \ j rs.'a„zs e-a,. 4'+• . ` _ AP Sv`b� . 2x f 3 f ': i - sir, k r . $^ f,. E•r Grading and Utility Notes . �. `� _ .., , ry `/ X"3 C , eZ .: 9Yk. t>`��. s#s ' i� . 3. a f f k ?�C \.�' p o.fy `�# . "; a$ t e .gstL Yi`.;%Fa: �A ��5.11rf�+r' .'� r �� ve'it;•'4:u� ^•�\.. \ i' \ .F�.`1. ., '�.G+�44n ;'t�s' �.. , -1"'d-*It,... w;,',� fi3. �?lyY�`;KF 1, ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN E CONSTRUCTION LIMITS INDICATED 38d,g4 lr;= .��s f �x 1-1 i :sr 0,- x �,, ON THE E&S PLAN. / w / \ ```ate. �, �. __. % rt?;-,..."ay1111 �i'''�'4`''.Fi,f^,-�k+ u.a�;:':u'Faf..r'".`.':... 2, SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS TO STABILIZE AND CONTROL SOIL 1 EXw� ` \ " f fit_ ,\,ems M r-;r7 'v,x Y f. six '�' i..$t EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS FOR SWALES OR CHANNELS WILL NOT BE y' �� ", �``:, _- - iN_� \ _ MIN- n`,, r 1-71 N tii PERMITTED. �'y�( W 3, INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. ����,� ., t .. �k. ..., . -.� -. 3..ri°c- \ STANDARD VDOT 4 . . •� 4, CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, ELECTRIC), / P INLET, DI-1 t . ri •, ' ' � ".' . I 3 /�` r;� . ' / TOP 50 . ' f, u .x�x 111 a 5.ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS ALLOWED BY SERVICE': - - . •'':�, ti� - ,r, T7,5a � ,._ NV OU �`` , f •r. H BUILDINGS. CONTRACTOR �r ..� A PAINTED T MAT U LD N N A R T��� . PROVIDERS. A T UTILITIES SHALL BE N ED C B GS. CO R�,,q � �• ROV DER ALL MOUNTED ED U L ES S 0 C 0 0 � �_ -, ' S 0 .�t r h �' / a r ., 3 A z ��-VsJ - '�'f r ss �i's COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER PRIOR TO INSTALLATION. - - '` '� bf�/ � �13 ' ' ' { / pw s. ..ie f11 - V F .. g. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC f / � `•'n �����=,,._ ;�, .'���� � `��.'� R TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS/CODING ARE NOT PAINTED. ( / // _ ht R ,, .1, 7, TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. r} 1 / 1� " __ �� - d ' `` x \ / /7/ .••prat-��y ,, J -"„`_. '^� '"'"-..,,�` �- _.." �Uc7iS: jl.p ' ~ ` � "�'Y"'•1':'a i ti`'�, � .. •. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER SHALL �t r - I .- ., 8. PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALLCONDUITS. \ k�/Un,,a/_ �-ULc -� rq� -.y41, 9, GAS SERVICE TO BE INSTALLED BY SERVICE PROVIDER, GAS METERS SHALL NOT BE LOCATED \\ \ \� /� / - ~' DIRECTLY UNDER ANY WINDOWS (IF ANY). \ �\ `'" \\ \ , /I i /. - `- •• ,_ _; _.,,,,, -'•--_ -�..-_`S'nsra ,hlte CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR TO \ � \ �\ \ \\ \ 1 / / ' �_C� - N `"''-.._ _ ��~ `_ `-== -P (/ 10• INSTALLATION, \ \ \' \\ \ \ \\ \ / r r r E� /'�I.TM'\' `',. ' (�`'�'-•m..,.. "` �• � IR HRo�T .. AAl\/ A-1r 1T1r1A1 A, / 11T/1-111 n1 AA11 mr-• n-l-nnl�n11 rn rinl c`[_rr_ nnn1-rAnr nlArnlCnn Anlnnn Anc \ A \ t ! (, 1,> ,>-/.. ,- `�, `• - 11 ••\_"'•._ O A A ` o m"' -- 'J�. -- 5 ,.,, / jNr ___ - _ -,-. _- - - __ _� - _ __ _A.�-.Y��_ 3A __ Or __11111 I'll 'I- _. ---.-- __ - 1�.," . l �1.� r�61-% -�, `' s �, , _..-S "Eo, 118 �P :fr 7`� _ _ r ij___� a_ r" ly ___.. Cn Ac 0 SP/113t P= ' - �,, s f, .� i - _ _ - 385.36 - y ���� _ _,� t �_. -- C /11 - -z_ - - { 3$ O �1 \'/ , i // / ' , ,1` 383,b 8' DO MP TFR� / J i- \x -� ENCL SIJRE� , - / Fs �' i Ir / F, z1 l-/, 3c�,.�? i S E ARC DWG�S., ' s k' r -A ET ` / E0R ETA 8..._. .._ - ,.�.".,_,� , E- r� .L 38 .28 r-C 3 0. I Ft(f- zfY , '�`�t�A rt\} '.\ i 6T P WALL TO . -_ -- / �k=ip70.nt: r'a�, �+¢�n�v. 1"r /.. \ \ /' I - r.•'. - _ '��� �'� �%�t34.00� It 4 .\ ., tv' S,NIACH BUILDING r% u . r „ri. "� . 1` 0.8 I .s l9 E ARCH. PLANS /. �. �a c _ 4 F R DE LS '�... eJz �. x.. 84 80. z,,' \ O RAMP 31. ;,? .'b,ri4I.IN \ { I�( a FLUSH CURB 1 � /' 2%. Ra RAMP 1 3�3.5 00 /, I ; ob / / 30 PROPOSED I , � / - C3 BUILDING I t I / " \.16' CONSTRUCCTION r- 9,X'.1 - ' I � - 'N EASEMENT \ 3TT•22 I `/ I ! I "1 � \• //. ," , _ ► TMP /9-19 i 3�5,21 T.�% _`-~ CHAR\L0rTESVkLE, 'EXISTING COUNTER 0 3%?TO BG'' A(_E31_M/IRLE P037 7;l lNC 385.40 RETAINING WALL D.B, 4009•-5--t �s� 5;' Q.:: FFE: 385.40 /' 1, (TO REMAIN) -' �,Y ZC?�IrVG'.' C-1 4�,�, 38 40: I PR-OP'TSED / � �' , , :.: t..: 1, CANTILEVER / L1�w ,,tt? s�� 1 / N RETAINING WALL t,`, �7}fy'(.,j1 fi �'a4s F.vi"' f.' .{�.? 1 / ^t"-�i..��.? i�,,:rC���^^y YnJk.-_-'r:, ,� •-O-• .,e ..M' '•.•a �'.. i ME f �� ° �_ 385.40 5.3.0q'..1iV �'�.\� i . ,yy , tea, .x pvr•.J -,t d'n'i'.. Ja,� .Y 3 /,�N,_I U � I V � ' ' ,s, �. 1 risk .f t' y'�.«fb y_.�n,Y w"Wyi'kt �,� _ m� 15 j ,. .'i.,, ;`fez .�. .t ";r as ?sue s� -.r tit l s �• .11 S . - . R f' at 5. " '•fir' ^� ..c sr Sae �..Y- �?�.�, , / n '' �, _cx ,-.•'+';`' *'': }.ems �a' ae / r r �r a- . >s a ,r r s 2 ,,33� •. �. s r � i � � L �- ?f' C h Y ri,� t �4�;''�F,b9 '� Y�:.1: �r � ti \� r ,a#�'�'}`��,S�,5'i hm�{F Y?" \y ��} }�nw,��'Y� ���p`�is 5C�•A �%�S�i�. v': I ` - �- ,? / 3. � J t. 3ri ya ?7,ma.hs, -?� 1 n '�a;,L� sv i''3.:r . ;, , ,>^eF. `*9s'y.v'� ,1 li�.i. tl , ; z RE u{,> •si` � ' � �i'l't,'CktiC'•..'.'�� L.4,k ,� sYr.sHYs� `y6� �. i7 ., ' r tRJ�6sF, 4�c t- �t ,iq� .uF3`P .�Pr,„r .r '4Ci. }}``((g�{{.K nr' gn .f_u'� �er•�-9 ,,✓•a.%Q �� \er _ i / s :. ,f�f"y,• ,,p tr }*3 .. "h7 g3 0"p. - i 7 L;t . ;T". / - __ ._-_ .,. -^... •, i '.F" Y»"_ `Fi?`r. ;•„f : u 4,,,, skru rrt ',� ^'1E t'uy-?`i'�.s:t,'�„ •'t��t'n'E?s�';+ .rag',:`wv���•t<Y`+'h. +.a. 1 -• �✓ .:'V'•fA',: /, �� Y. f�A, �. f4n�ifi ;3M�,t. °' , f ��' ti-'n� k4>Jt ('.,� "rF �:,u�,y,-+..';y, '',` .e ,I - ..F: �. I'`v ¢ . _ '. `�, .. ., h: } '. pYu fi'' �S,;V�"iF','t3�W. �/ i / ..f- ,�I�'l v?�-S 3 ,� .,r.. ,i,,..gYY.. S ,TS. ',�:i�: / <, i __ r�5' .2•�, t, .. ���, ma�yy, -'< : ;- .� i C •�`�"'X ..{,•,2. ��'`s-. `:43 a\``: ', r;. '..STcv'. -''fir -rs` ./ .� .--'1 t, : x,, ?-.spa .r- e:,•%r y.. ,?.•.' .'=$'LL� . �`a�.-fc.. - z+5z.`. >,gU 1....38 �`;:;.., r % ;a i� ,. SETTLING TAf`r(8.1� OTHER'5'Y ,� ,�a x _ y F• J, ! r f _ .. Y ''te�a. �'� ' '•«� ` / - �K�� )/, � € r r 4 F 1/ > TT EATMENT M,P TADll4-_ : fJ,, , �, / z�� { : T' r 3 �• • 3 57�t � k^( O�kiE_R_ �- eat` I\ `,, a ,;,�,_. ' I*'�`'=��:,.,, `� ,3G'� ..aid i ,- ; ni ark---- I,— P• 7 _ t yf 4�� ` Z 774^` �3� 8• � GG,AFEJ_'-F9MNCE CONNECTED BUiLDIIV\Q \ ` trot, ", {°'� ,38 �� Tr 0 ` .,.- ram; ,`�I. _ - `c f••!'J v, x ." ! `A'". I QI! nDC I!A CT QCr�TIr7Ri'nr_ DDnDnQCn .�� - _ - - - - - - - r \ _� 7ff 12. RAIN GARDEN SHALL BE CONSTRUCTED FROM E&SC SEDIMENT TRAP STRUCTURE. \ \ \ t \ _ -``• �. _ a, o, ��: \. _ ,i , IV/yf, r � CONTRACTOR SHALL REMOVE ALL ACCUMULATED SILT AND DEBRIS FROM TRAP AND \ \ \ \ \ I , `Z, \ �r � I- , "�. �' �- _ . `ti ! �/ ,'�4 r- -, `� \ I ' '•`, UPGRADIENT SITE SHALL BE FULLY STABILIZED PRIOR TO RAIN GARDEN CONSTRUCTION. `' \ • \ \ \ \ \ r LLe'g �• -•_. ~ / g �: -,,• �"k ", \ ` \\ `\ ` \ \ \ \ / "�7/9 j %. ti' `' O `'.. . " � + ,' "I `w � , �� - -.`__` ,� \,•••i'-_.,' ` `` \ it ( !, •!: ' �• �}'� `'°°`� - `1 \, ``, ,,, t `-. 13. DIRECT ROOF DRAINS FROM CANOPY AND BUILDING ROOF ONTO ASPHALT PARKING AREAS AND AWAY \\ \ \ \ \ \, \ \' \ \ �y6Q E e " , � `. \ \ ',ti, l h� / /' r i`', ,� %, ( / FROM TRENCH DRAIN. \ \ \ A A 7 0 ~' � - t `` ` _ \ \ ` \ \ \ ci'} \ \ ` /® /Qt _%.1 S'�, � "I ` ` ,` -,+ - - �~ _ ~�` / ` ,Z, 1 a �'�r / \ / ! , 7 �y •. • \ \\ \\ \� , \ ,, \ \ \ \ \ ' U \ \ \ \ 3 •.-.. -- BOOk __ ` , ° �---_, �_ - / Jl� i ~.� ,: r� 9e p?in /i t / 11 // i � o l , ( �. General Construction Notes \ \ \ \ \ �\ \ �� f� �- :: � :�` �. a �_ <<T r ^� �,� ; . 1 , I'll z ." _-� S Oill 4�� 6' ., -, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION \ \ \ \ \ \ \ \ \ \ \ (I � `� (/ \ 'a. `� !?sip _ _ - - . �'; , '`- ._. i TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA (DEPARTMENT OF \ \ S , \ �,',,, ,I, " ` TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENT \ \\ \ \ \ \ \\ \ `, \ ` ,'\ `� j t Q o �' a I Cq, &,, ,- "-, - -- ^_� ' - _ 0-- r`�� l` C ,., ` `' •�'- �`�.•'` ~9•. \ \ \ \ '+t \ .\ \ \ \�'� \aci�p O ' ` �,aa�f .``."tiw.. - if t" 1```� �-.",• k `., 1.1J �.. .. `°....i' `w �•,� `1 -••� •,� , �.. ` OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL \ \ \ '\ \ \ \ \ % \ k , a - , `' , - XL� - - _ �,J �, ~ ; , v GOVERN, \ \ \ \ \ \ ` � � _ ", _ 2 ` ~ \ 3 -t -� \ \ \ \ \ '° %\\ \ \ \ \ \ \ � `"yC�� LL_e r rr� GAY _ ti ` �. 1'4� 1 . _ .. `' , \� �.� �.,� , \ \ \ ` \ \ t \ ,\ \ \ \ , \ ;\ \ i® L•x, /�j f-1!l t�V l7 / \ "" I .�. �` , � � -yam` �" - , � � . ' 11 ,� ."�` ._,a �'`'•. ,y , \�1 � ;` � ` �' _ �. "� • �' \.� ,� 'ti „ .1. ,.- \ •". 2r ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND \ \ \ \\ \ \ '+� \ \ \ \ \ �, jC } fir ' �' ,,� -_ ' "I _ �,_'-,' - � � .� (C3 � ";'` � ._ ' STANDARDS OF VDOT UNLESS OTHERWISE NOTED. \ \ \ \ \ \ \ \ \ \ \\ \ , \\ N • ' ` �. `'-; 1 ` --` - ` ~' , `' ;` \ \ \ \ \ \ \ \ \ \ \ - - _ �. _ '` 3� `, ""'_.. A / STFEL CASING U DERNE CIH, '4 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE \\ . \\ \ ` \ \` \ \ \ \ \\ \ \ ` \ \ \ i\% - -' \ "I _ _� _ 0 � --1 -`� ''�- �`'��=� _/ U.S. 2�0. INSTALLE��TO''_ �`'�,'� APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING \ \ `' \\\\ \\ \\ \ \ \\ ` \\ \ \ \\ \\ \\ '\ \ �� - \ , ` ��"'y ,` - ~''-4 �` �� ���-I-'"-� � COORDINATE WITH VDOT �":,,; , • _q� �- OR OTHER CONSTRUCTION. \ \ .\\ \\ \\ ,\ \ \ \ \\ \\ \\ '\ \\ \ \ \ \ � \ \ \, -,. \ ` _.,,,, .� 11, �-- - , _ _, , `� � ��- �t ,� (BY OTHERS) / __� ` . `tea'.. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �l ! '__�,__ �� �` Y ` y _ _ ` ' ` r/ _ , 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, \. \ \ \ \ \ \ \ \ \ \ `\ •\ ` ` \ I \ /__..,_ `__ k_ - 60 •' 4"_° _ `_. ,_'' _" � y t LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. `\ � \ �\ \ \\ \ \ \ \ \ \ ' \ '\ \ ` \� ` `, \ \ \ l IMP 7iJ / \\:;' w. "� _"' '�a �� `' _�(� �' i ! \ \_ `\ \ \ \ \ \ \ \ \ \ \ \ \ t t MR LLOM-F. WOOD, Jr� - - _ . � `' _ ` _. . - l! 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF \` 1-1 \ \ \ \ \ \ \ \ \ \ \ \ \, \ `\\\ \ \ \ \\ \ \ \\ I `D.B, 634-605 . \'� - ' � � - -- _ `__ -1• , ``' " �_ � } - � \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ /�, ! T. rWl(VG.. C- > _ � ',- ''` _ - ' , - -- THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE \ \ \ \ `\ \ \ \\ 1, \ \ \ ` ` \ `. \ \ ` \ \ \, \ i 11 TREE P , -CTION FENCE `... \ __ , �4`_~- `• •� -1. 1- � ' w T`" y �' . CHANNEL: \\ \ \ \\'\ \\ \ \\ \\ \,\ \ \� \ \ `\ \\''\ \•\ ,\\' \\ \. `\ \\ \\ �\ \ t BY OTHERS - _ .. `` ,• _ �, 1� \ „� 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC \ \\ \\ '\\ \.\ \\\ \.\ \\ '+\� \ \ \ '°\ '\ \ \, `\\ ` \ \ 1 11 1'>,� \'� �f U . _ ___ _ ``� '`'` ~' - �J` .4 CONTROL DEVICES. \ \ \ \ \ \ \ ` \ \ ` \ \ . _ y� 11` '� ... --. r. `` `'°,'. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE RIPE CLASS -III, \ \\ `\ `\ �`\ \ \\ \ \\ \\ \\ \ \\ \\ \ \ \ \ \ \ \` \ \ l\ \ �'1\ I Ii 1" . 1" n�, '` -- "" ' '�'"11_ 'Zj••, \• \ `\ \• ' w\ \ \ \ \ .� \ \ \ \ \ \ \ \ .\ \ \ \ \ \ \ ` 1 , C _:"' :'." ,.,�..,,,,. \ \' ` _\ -11, '1 ` yr. , _ ` '` ` _ ` ''�` ",,, . , - �•�_' ` 1 `` `o`r. __ •�.,'`^ 9r ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR \ \ `` \ `, \ . \ \ \ \ `. \ \ •\ \ \ \ , \ \ \ \ •\ \ . t•r> `� w'\ `%�-', `` 1_, , - - ' _ ,k-LI ,,r l'' -- � ". _ . THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). �\ \ \' \ ` \ \ \ \\ \ \ \ \\ \ \ \ \ \ \\ \` \ `' ` ` '\ \ \\ \ I "•�-I- `' .� _. -_ ___ ' " --w \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ t ` w, ��v _._ U ` ` � �` ' ' , . - ---- -_ .- .- - \i \ \ \ '\ •\ `' \ \ 1 , \ \ \ \ \ \ \ \ \ \, \, , \ \ \ \ \ \ ' \ I ' .,,ry 1' .ti ` \ '``., , _ _-- -- -. .-_ ^^,. w ` - 10. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT \ \ \ \ `\ \ \ \ \ `\ \ \ \ \. \ \ \ \ \� ,�1- ,. 1 ` ,.. . -_ _ .-'.- __ STANDARDS AND SPECIFICATIONS. \ \ \ \ \ \ \ `\ '\ \\ \\ \ \ \\ `\ '\ \ '\ \ T.i�rP 1• T\\ \ \ " \ \ t �•'�` ! "� - -- _ - _y 11. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR \ ` \ \ \ \ \ '` \ \\ \ \, \ \ \. \ \ �, \ \ \c vItAS5. h rle.& ck. \\, `\ \ j I`,' , �- `'1_ .,', \--, ` _- \ \ `\ \ \ \ \ \ \ \ \ � \ \ \ \ . t\3 24t24 \ \ \ _ y, � _._ WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED". \ \ \ \ \ , \ \ - ` .\ \ \ 1 1 t _ a• -1 I`., ,I- ` , ,__- _. _ _-. -- --" - - - __ \ \ \ \ \ \ \ \ \ \ \pity �: A '\ � _ �: 1 \ _ TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. \ \ \ \ \ \ \, \ \ '\� \\\\ \,\\ \ \ ` \ \\e \\ \ \ \ \ \ \. \ \ \ ,\ \•\ \, \\ \ ( \ ' %�` ..,'-__.._____ _ -_ -- _. 12. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ f ,\ \ \ j _ �• ` ~ - - -- ___ _..._ - - TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL ` \ \ \ \ ` ` ` \ \ ! ,, ♦ _ \� �.,• �� - � t, _ ..�\•r. _ W _ - ~ MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) Storm Sewer Structure Schedules: _•_� .PR I _ ` "•.- �w ZONE VALVE OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. \ �cc _-, - - \ � . \ \ ` � OTHERS) WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF \ " , PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED \ r `- ! \-''` TO SEVEN (7) FEET, . __�_,/ ,, \ / 13. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL \\ \ �� �`I l-.\ � �4 ~\'� rl / /' CONFORM TO VDOT CG-9(A, B OR C). ; \ `\%� _ '�1, 1 \ , ,, J / 14. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL \\ \ \\ _ - \\ ��\ t I \ ; ta, -` // // /I CONFORM TO VDOT STANDARD PE-1. ` " /'� �/ I, ./ // 15. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS \` `\ ,\ \ _ _ \�-� -. ^_ ^_ �_� •~• � y4,1� \' ,`\```11 \�' ✓' �/ � �/�/ SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. \\ `\ \ \11 \\ k\., �tl I,,/ _, - ,•-•' f /-I .,r // / A F SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. \ \ ,\ \ r- � T'- \` : \\ �/ ,�'/ // 16. ROAD PLAN APPROVAL OR S SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN \ \ \ `, \ ( __ \ '``" .1 \ /• ,, `' -_ / / APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 1, - \ \ i \\ �` °, \� ��. -'`� ,•'`�/f 17. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR \, \ i \ UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND � I11. \ \ \ \ \\ TREE PROTECTION FENCE \\\ ,/\/ - \ - / �" ' PROPERTY NUMBERING ORDINANCE AND MANUAL. \ \ i 1 --_ 18, TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY Legend ; \ \ �) \\ \\ ! '' `\ \ ,/ ), .�; ///, ,/ ,/ // THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE t \ \ J DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. STORM INLET IDENTIFIER `\ \\\ ,/f`\ ° i(�0 �i 1 , ' - `/ // - /// 0t SEE BLACKWELL ERGIN€EKING DRIP DISPO�SAL / � �j9 / // / J 19, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, Scale 1"=20' Contour Interval=1' I REPORT DATED 02-21-02 FOR"RES,FRVE AREA /� !. P-Rl(v1ARY \\DI AIRPAQ, % , OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. ® INLET (SEE SCHEDULE FOR TYPE) LOCATIONS ON FILE AT VDH. \ /� ,' /'2579 � \FT,•-ONUSED) / 20. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE i I � `\,% ® ,/ (54J0' SQ.,F'T, U ED, /' / MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE EC_2 SOIL STABILIZATION MATTING (TREATMENT -1) i i II •� \. // // //-' /// �/ ///' ROAD PROFILES, 0 20 40 80 I I `1 �,� i / % / // // / \\ �/ 21, A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE RG RAIN GARDEN I I I 1%1.1 f / ,/ / / // \ ./ DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS, THE VIDEO INSPECTION SHALL BE } I _ -_ r / / ,,/ / '- CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. I 1 I " ~ -- ,/ / ./ /' ,/ / ,/ McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434 . 979 . 7522 www.mckeecurson.com I z W a Q he .0 iL 1W a1 V) 9< / �_ * ; J iJ D J O U LLI Z 3: (1) Q ® a () E Z ❑ _4 � V) 13i 0 REVISIONS 1.01/22/08 : COUNTY COMMENTS 2.06/28/12 : COUNTY COMMENTS 3. 08/06/12 : COUNTY COMMENTS DESIGNED CM, CS, RBM CHECKED RBM SCALE 111 - 20 DATE 08-06-12 PROJECT 0103 SHEET NUMBER STRUCTURE ID STRUCTURE TYPE TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION IN-1 PROPOSED DI-1 DROP INLET 382.50 380.00 379.75 10 L.F.L,F, 15" HDPE Oa 2.00% EX-1 EXISTING DI-3A CURB INLET 383.86 379.70 379.65 60 L.F. 18" RCP fal 0.77% EX-2 EXISTING DI-7 DROP INLET 383.36 379.20 379.20 44 L.F. 18" RCP f� 4,41% EX-3 EXISTING DI-3B CURB INLET 384.56 375.55 369.45 375.25 99 L.F. 18" RCP fal 1.15"/° EX-4 EXISTING DI-7 CURB INLET 374.42 368.32 368.22 72 L.F. 24" RCP Oo 13.85% OUTLET 358.25 ' McKee Carson GrdWe! Sport Coneepis,Ltd reserve lhetcommon law eopyriphtand oth"property rIghhfnfimedra+A,gs. Al Ideas. dedgmureHans,detob,andpknsumffiepropedyofMcKee Canon and Held Sport Concepts, LtdThew plansarenot tobereproduced, chaiVed,aeopledinornyform or manner whaboever, nor are Hwy tobeassViedtoany If" pmtywNlhoutWobtaWn9ffiea msspemiulonandconsentofeMorMcKeeCarsonorWdSportConcopb . ..... .... --- ........ Conservation Plan Checklist IHANDBOOK, PP 111-284-111-297 FOR COMPLETE SPECIFICATIONS) < 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: ....... ---- - --- . ........ f TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDE DRIP LINE OF TREES TO 13E SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; VA �TATE ROUTE 22 GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. ...... .. ......... .. 2. MARKINGS: 46- IG ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT tCLEARING VISIBLE TO EQUIPMENT OPERATORS. PA . .... ...... ------- - P-LANTING--BED;-- TYP, NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE; TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE 22- CH CONTRACTOR ON SITE. 6- PA 4. EQUIPMENT OPERATION AND STORAGE: 41 CH HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS ......... .... .. INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. S ID 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED, 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. ...... .... ........... 8. PROTECTIVE FENCING: S TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. ...... TREE WELLS: 'M . . . . . . . . . . . t........... SAVED, A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED WHEN THE GROUND LEVEL MVST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE ..... ....... SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR .. . ... .... ..... APPROVAL. , T__ 11, TRENCHING AND TUNNELING: FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY U TRENCHING WILL DESTROY FEEDER ROOTS. U 12, CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE F INAL CLEANUP. 13. DAMAGED TREES: U 10 METHODS RECOMMENDED BY A TREE SPECIALIST. 0 DAMAGED TREES SHALL BE fREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON n ..... .... TREE CONSERVATION REQUIREMENTS. .... .... ... . �-'OWN�ff5'ftNATURE' 69- A I DATE 69- IV CONTRACT PURCHASER SIGNATURE 69- JE 69- LC Notes 1. PLANS WERE CONDITIONALLY APPROVED BY THE ARB ON MAY 6, 2002. 2. ELECTRICAL CONTRACTOR TO REFINE CIRCUITRY FOR EXTERIOR SITE LIGHTING SYSTEM AND SPECIFY LOCATIONS FOR ELECTRIC PORTS FROM BUILDING. D� .......... 3, FOR LIGHTING SPECIFICS REFER TO PHOTOMETRIC PLAN FOR FURTHER DETAIL. 12- 12 ... . ...... 12 12 . ...... ........... .. 4. CONTRACTOR TO PROVIDE IRRIGATION INSTALLER AS -BUILT UTILITY PLANS PRIOR TO IRRIGITION SYSTEM INSTALLATION. ....... . .... ...... 6. CONTRACTOR TO PROVIDE WEATHERPROOF JUNCTION BOX FOR FLOODLIGHT, 60 6. REFER TO LAYOUT SHEETS FOR EXACT LOCATIONS OF ALL POLE MOUNTED LIGHTING FIXTURES, 2 AG 7. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE AND FOLLOWING INSTALLATION. CONTRACTOR TO REPORT ANY DESCREPANCIES BETWEEN PLAN AND PLANT LIST TO LANDSCAPE ARCHITECT IMMEDIATELY. 3- PA 8. WHERE NOTED ON PLANS, GRASS SEED MIX SHALL BE BIG BLUESTEM 'ROUNDTREE' AT 80 0 F 2:1 APPLICATION SHALL BE HYDROSEEDED AT A RATE OF 350 TO 400 LBS,/ACRE, SLOPES 90 %, IMPROVED PERENNIAL RYEGRASS AT 5-10% AND SWITCHGRASS AT 5-10% OR EQUAL, TO OR GREATER SHALL BE COVERED WITH STABILIZATION MAT PRIOR TO SEEDING. 9. PLANT LOCATIONS TO BE RE-EVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. t) 11. MULCH IN PLANTERS AND P 10. SOD SHALL BE TALL FESCUE BLEND SIMILAR TO SEED MIX. LANTING BEDS TO BE DOUBLE SHREDDED DARK, HARDWOOD -INCHES MIN. IN DIAMETER ARE TO BE PLACED APPLIED TO A 2" DEPTH. MULCH RINGS 24 AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. Ilk 12, FOR TREE CANOPY CALCULATIONS SEE THIS SHEET. TO AV'OID 13, ALL LOWER BRANCHES OF PLANETREES SHALL BE PRUNED AND MAINTAINED VISIBILITY ISSUES. SHRUBS AND 14. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT: THE TOPPING OF TREES IS PROHIBITED. NED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF . .. ..... rA THE PLANT. DE NOTES- 15, SEE ADDITIONAL LANDSCAI �2 Of U. 'I'REE Pr i'10N F BY 01 Plant List Notes Description Common Name Qty, Caliper Size Root Comments AG Amelanchier x grandiflora T-utumn milliance 6 2.5-3" 8-10' B&B Straight trunk; dense; uniform branching I 'Autumn Brillance' Serviceberry - IG Ilex glabra 'Shamrock' Inkberry Holly 129 2" 18-24" B&B Dense form; healthy; good color; same source; 2'-6" O.C. CH Cotoneaster horizontalls Prostrate 63 2" 12 B&B Dense form; healthy; good color; same source; 3' O-C, 'Perpusillus' Rock Cotoneaster PA Platanus x. aoerfolia London Planetree 10 3,5-4" 12-M B&B Standard; straight trunk; uniform branching; same source LM Panicum virgatum 'Shenandoah' Shenandoah Switchgrass 476 6" PLUIG 118" O.C. Al Asclepias incarnata _��_warnp Milkweed 69 - - I gal, 18" O.C. MIXED IN RAIN GARDEN -RAIN TV- Iris versicolor Blue Flag Iris 69 - gal, 18" O.C. MIXED IN GARDEN -RAIN TE_ juncus effusus common Rush 69 _1 1 gal. 18" D.C. MIXE9 IN GARDEN FL-Cl Lobalia cardinalis 10arc I gal. 18" O.C. MIXED IN RAIN GARDEN NOTE: SHENANDOAH SWITCHGRASS DENOTED WITH HATCH: NOTE: RAIN GARDEN DENOTED WITH HATCH: Tree Canopy Calculations REQUIRED CANOPY CALCULATIONS: SITE AREA= 1.18 ACRES REQUIRED CANOPY� 10% of 1.18 ACRES = 0.118 ACRES PROPOSED CANOPY CALCULATIONS Tree type Quantity Height at Amount Height in Width Width in Area of Total area Planting of Growth 10 years Multiplier -10 years Canopy of Canopy (feet) in 10 yrs (height + (ht in 10 (each) (feet) 10 yr yrs. x (see growth) multiplier) below) Amelanchier x gradiflora 6 7 13 20 0.66 112.87 130 780 llex glabra 'Shamrock' 129 2 4 6 0.9 5,4 23 2967 Cotoneaster horizontalis 63 1 2 3 1,2 3.6 630 Platanus x. acerfolia 10 11 18 28.5 0.76 21.66 368 3680 PROPOSED TREE CANOPY (FT) 8057 PROPOSED TREE CANOPY (AC) 0.18 % % % I I Ilk % C % % ... .... .. ....... 'U % x Z, f % % "k, A < hall J % it % _f E( N F E N CE. N 'fIREE PRO �TIO V LL Scale V=20' Contour Interval=2' I 20 40 80 0 McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434 . 979 . 7,522 www.mckeecurson.com NLT11 op - ROBERT B. McKEE k- 47 CERTIFICATE No. I 4 )VI) S C pa 1 .1 600, 0 U 0 Z U_j CL C) Z REVISIONS 1. 01/22/08: COUNTY COMMENTS 2.06/28/12: COUNTY COMMENTS 3.08/06/12: COUNTY COMMENTS DESIGNED CHECKED CM, RBM RBM, SCALE 111 = 20' DATE PROJECT SHEET NUMBER 08-06-12 0103 1111111 ore 0 CFO Qrmonner WPM" LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 OB-1 982.3 -272.7 20.0 20.0 195.8 0.0 982.0 -273.9 0.0 2 C 1027.1 -287.5 1.0 1.0 -70.6 129.7 1024.5 -286.6 3.3 3 C 1021.0 -285.7 1.0 1.0 106.5 129.1 1023.5 -286A 3.1 4 OB-1 896A -259.9 20.0 20.0 187.9 0.0 896.2 -261.2 0.0 5 OB-1 885.5 -326.5 20.0 20.0 42.6 0.0 886.4 -325.6 0.0 6 OA-1 937.8 -361.1 20.0 20.0 36.6 0.0 938.5 -360.1 0.0 7 OA-1 958.9 -395.1 20.0 20.0 42.2 0.0 959.7 -394.2 0.0 8 OA-1 995.3 426.8 20.0 20.0 39.5 0.0 996.1 425.9 0.0 9 G 901.2 -295.5 15.0 15.0 107.3 0.0 901.2 -295.5 0.0 10 G 918.9 -296.6 15.0 15.0 22.6 0.0 918.9 -296.6 0.0 11 G 914.8 -311.1 16.0 16.0 30.6 0.0 914.8 -•311.1 0.0 12 G 942.0 -304.7 15.0 15.0 24.0 0.0 942.0 -304.7 0.0 13 G 936.8 -321.8 15.0 15.0 25.0 0.0 936.8 -321.8 0.0 14 G 964.9 -314.1 15.0 16.0 21.6 0.0 964.9 -314.1 0.0 15 G 958.8 -331.8 15.0 15.0 29.0 0.0 958.8 -331.8 0.0 16 G 984.1 -321.2 15.0 16.0 20.7 0.0 984.1 -321.2 0.0 17 G 979.5 -335.1 15.0 15.0 20.6 0.0 979.5 -335.1 0.0 18 G 974.9 -350.2 15.0 15.0 22.2 0.0 974.9 -350.2 0.0 19 C 1024.5 -285.9 1.0 1.0 -70.6 129.7 1021.9 -285.0 3.3 20 C 897.2 -339.4 1.0 1.0 -49.9 130A 895.1 -337.6 3.3 21 B 1009.9 -324.2 12.0 12.0 -68.4 0.0 1009.9 -324.2 0.0 22 B 1029.1 -329.9 12.0 12.0 -68.4 0.0 1029.1 -329.9 0.0 23 K 994.8 -320.2 15.0 15.0 0.0 0.0 994.8 -320.2 0.0 24 K 992.5 -327.7 15.0 15.0 0.0 0.0 992.5 -327.7 0.0 25 K 989.8 -335.9 15.0 15.0 0.0 0.0 989.8 -335.9 0.0 26 K 987.0 -344.9 15.0 15.0 0.0 0.0 987.0 -344.9 0.0 27 K 984.5 -353.6 15.0 15.0 0.0 0.0 984.5 -353.6 0.0 28 K 982.5 -361.0 16.0 15.0 0.0 0.0 982.5 -361.0 0.0 29 K 988.2 -367A 16.0 15.0 0.0 0.0 988.2 -367A 0.0 30 K 994.7 -373.1 15.0 15.0 0.0 0.0 994.7 -373.1 0.0 31 K 1001 A -378.9 15.0 15.0 0.0 0.0 1001.4 -378.9 0.0 32 K 1007.8 -384.6 15.0 15.0 0.0 0.0 1007.8 -384.6 0.0 33 K 1014.4 -390.2 15.0 16.0 0.0 0.0 1014.4 -390.2 0.0 STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min BUILDING CANOPY 13.8 fc 21.1 to 6.7 fc 3.1:1 2.1:1 FUEL CANOPY 17.4 fc 26.5 fc 8.7 fc 3.0:1 2.0:1 PROPERTY LINE 0.2 fc 0.5 fc 0.0 fc N / A N / A SHADWELL MARKET + 3.6 fc 12.0 fc 0.4 fc 30.0:1 9.0:1 SIGN + 35.1 fc 80.7 fc 8.0 fc 10.1:1 4AA SIGN #2 ❑ 28.3 fc 81.6 fc 6.6 fc 12.4:1 4.3:1 NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLTPATTERN AND GROUNDING REQUIREMENTS 2, FINISH COLOR SHALL BE DARK BRONZE. 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA, 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 PARKING/STREET LIGHT POLE Notes 1. LIGHTING SHALL BE PROVIDED AS SHOWN IN THE LUMINAIRE SCHEDULE, 2. SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS A FULL (SINGLE) PHOTOMETRIC LAYOUT,INCLUDING SPECIFICATION SHEETS, AND ARE PROVIDED IN COMPLIANCE TO THE COUNTY OFALBEMARLE LIGHTING ORDINANCE. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS. 4. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 5. ONE-HALF (1/2) FOOT CANDLE. REQUEST & DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED A MINIMUM OF 2 6. WEEKS PRIOR TO JOB BID/ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY MCKEE CARSON FOR 7. DOCUMENTATION REVIEW AND COMPLIANCE, WILL BE AT THE EXPENSE OF THE 8. CONTRACTOR. 9. ELECTRICAL CONTRACTOR TO VERIFY VOLTAGE(S) PRIOR TO ORDER ENTRY. STANDARD FINISHES HAVE BEEN SPECIFIED. VERIFY WITH ENGINEER/ARCHITECT FOR COMPLIANCE, CONTRACTOR TO COORDINATE ALL SLEEVING LOCATIONS WITH LIGHTING 10, CONTRACTOR. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION. ALL SLEEVES SHALL BE 3" MIN AND BE EXTENDED BEYOND PAVEMENT LIMITS INTO GRASS REAS, SLEEVES SHALL INCLUDE WIRE PULLS AND BE CAPPED 11, TEMPORARILY UNTIL LIGHTING CONTRACTOR PREFORMS WORK. ELECTRICAL ENGINEER TO DESIGN SERVICE TO ALL EXTERIOR LIGHT FIXTURES AND PRESENT SAME TO OWNER, ARCHITECT, AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION AND ORDERING. FOR POLE AND BASE SPECIFICATIONS SEE: P A 8 9 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts L ithonia TWAC WALL PACK ONE 32-WATT TRIPLE I118361.ies 2400 1.00 50.7 ❑ B 2 32TRT W/SPECULAR TUBE COMPACT REFLECTOR, CLEAR FLUORESCENT, POLYCARBONATE LENS HORIZONTAL POS. & COMPOSITE HOUSING Ulhonia TFM FLOODLIGHT ONE 32-WATT TRIPLE ❑ C 4 32TRT RB W/FORMED SPECULAR TUBE COMPACT 97061602.IES 2400 1.00 36.7 REFLECTOR, CLEAR FLUORESCENT, GLASS ENCLOSURE. HORIZONTAL POS. LITHONIA KSF1 Specification Area ONE 175-WATT CLEAR ' ❑ OA-1 3 175M R48C Luminaire,176W Metal BT-28 METAL HALIDE, KSF1 175M_R 14400 1.00 208 a (PULSE START) Halide, R48C Sharp Cutoff HORIZONTAL POSITION. 4SC_(PULSE_ Reflector, Full Cutoff START)Ses MEETS THE'NIGHTTIME FRIENDLY' CRITERIA LITHONIA KSF1 Specification Area ONE 175-WATT CLEAR El OB-1 3 175M R3 HS Luminalre, 115W Metal BT-28 METAL HALIDE, KSF1 _175M_R 14400 1.00 208 n (PULSE START) Halide, R3 Reflector with HORIZONTAL POSITION. 3 HS (PULSE houseside shield, Full _START).ies Cutoff MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA ❑ G 10 Leotek LCN2-096- MV-CW-5S-WH FORMED PLASTIC AND STEEL HOUSING, CAST 96 WHITE LEDS LCN2-096-'•MV- Absolute 1.00 91.6 ALUMINUM HEATSINK CW-5S- (7425) MOLDED WHITE WH.IES PLASTIC REFLECTOR, CLEAR PRISMATIC PLASTIC ENCLOSURE Gotham ALED ALED 1400 LUMEN, 6" LUMILED LXM3-PW61 0K 11 35/14 6AR LD APERTURE MATTE- LED ALED_35 14_ Absolute (1336) 1.00 32 DIFFUSE REFLECTOR, 6AR LD.ies 3500K NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLTPATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE DARK BRONZE. 3. MANUFACTURER: LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804,358.2300 PARKING/STREET LIGHT POLE NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, VERIFICATION OF BOLTPATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE BLACK. 3. MANUFACTURER; LITHONIA LIGHTING, CONYERS, GEORGIA. 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 CUTOFF WALL PACK oe +� 6 VA ROUTE 22 (L OUISA ROAD) SIG q3 9 1 egg �.;• 0 q+23s1... MA ���:"� :-rZp.�g."t 1g0'�,... 9�;Z�1�'7A .�� vk&An Z'A7z . '1g=: 'gig . :� , . �g•h 9.. A y i .� 3 y0 •.'�,�p �qA +;t6,. :5 egg ., Ob-'1i 5 2 0 ❑ *1'�h �9 L q8Z g1 LQ6 v{'(� Nz ��`� , � � t s . , �. r � At S C = ,� s i Sit s I Y �.A•. •'.. SURFACE SCHEDULE Reflectances Name Front Back Canopy 0% 00% Shadwell Market 0% 0% sign 0% 0%v Sign 0% 0% NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, AND ARCHITECT FOR EXACT LOCATION AND LIGHT SOURCE PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE WHITE. 3. MANUFACTURER: LEOTEK ELECTRONICS, MILPITAS, CALIFORNIA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.358.2300 t,--�D SIGN FLOODLIGHT HC n Outdoor oor ,Cry'" : v,,H,, 111 Canopy Lurydnallre Oman L(;Na Series Double-Deckr LED.:r3Rt'ctmvl¢gy For Surface Mouinted Applications Including Petroleum Store Recessed Double -Deck Canopy, Cold Storage, and Protected, Non -IC Recessed Ceilings, 1 Dimensions I 9 .z I •I :1 I ___ __.:............:_ I Ordering(nfonnotion ( Example: 1.012-096-MV-CW-5S j LCN2 U096 ` MV CW) 5S Series LED Quantity Volta Nominal Color Temperature Distribution pattern Outdoor 046-96CE0 MV-120277Vac (�}Af_poolwhite(saagKl 55-Type5Shgt Outdoor Campy156 -156 LED NW - neutral stihhe (41009) Lumisaire ww-warm white (3000K) Certifications EMC, WEEEtlUt2dS6) Luntinaite S stem Watts Lumen out ut Eumens Watt 1EC6Y47ljkCN2.iS6) LCN2-()96 91.6VV 7,4 Industry Associations & Accreditations 00 OUALItY h1E1.{HER' ns.WuA4 AIM 4.ta 4illa.•vr3p.>fcJuulv6, L.orW LIfL.:4:;. =I'm 25 81.2 84.4 LCN2-156 143Nd 21,502 NOTES; 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, AND ARCHITECT FOR EXACT LOCATION AND LIGHT SOURCE PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE WHITE. 3. MANUFACTURER: LEOTEK ELECTRONICS, MILPITAS, CALIFORNIA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.368.2300 CANOPY LIGHTING 1 Scale 1"=20' Contour Interval=2' 0 20 40 80 NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, AND ARCHITECT FOR EXACT LOCATION AND LIGHT SOURCE PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE WHITE. 3. MANUFACTURER: GOTHAM ARCHITECTURAL LIGHTING, CONYERS, GEORGIA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.368.2300 r SIDEWALK LIGHTING McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434 . 979 . 7522 www.mckeecurson.com r t� REVISIONS 1.01/22/08 : COUNTY COMMENTS 2. 06/28/12 : COUNTY COMMENTS 3. 08/06/12 : COUNTY COMMENTS DESIGNED CHECKED SCALE DATE PROJECT SHEET NUMBER RBM 1 "=20' 08-06-12 0103 MANUFACTURER SPECIFICATION SHEET MANUFACTURER SPECIFICATION SHEET N.T.S. MANUFACTURER SPECIFICATION SHEET N.T.S 07 / MANUFACTURER SPECIFICATION SHEET restive mar common N.T.S. O7 MANUFACTURER SPECIFICATION SHEET N.T.S. are the property of McKee Cason and field Spat Concepts, Lid These ptam ore not to be reproduced, changed, a copied In ony form a ma \ 07 / MANUFACTURER SPECIFICATION SHEET N.T.S. nor am OF 12 y-sir NOTES; 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, AND ARCHITECT FOR EXACT LOCATION AND LIGHT SOURCE PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE WHITE. 3. MANUFACTURER: LEOTEK ELECTRONICS, MILPITAS, CALIFORNIA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.368.2300 CANOPY LIGHTING 1 Scale 1"=20' Contour Interval=2' 0 20 40 80 NOTES: 1. CONTRACTOR TO REFER TO SUPPLIER FOR ORDERING, AND ARCHITECT FOR EXACT LOCATION AND LIGHT SOURCE PATTERN AND GROUNDING REQUIREMENTS. 2. FINISH COLOR SHALL BE WHITE. 3. MANUFACTURER: GOTHAM ARCHITECTURAL LIGHTING, CONYERS, GEORGIA 4. SUPPLIER: ILLUMINATION CONCEPTS AND SALES, RICHMOND, VIRGINIA; 804.368.2300 r SIDEWALK LIGHTING McKEECARSON LANDSCAPE ARCHITECTS CONSULTING ENGINEERS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 434 . 979 . 7522 www.mckeecurson.com r t� REVISIONS 1.01/22/08 : COUNTY COMMENTS 2. 06/28/12 : COUNTY COMMENTS 3. 08/06/12 : COUNTY COMMENTS DESIGNED CHECKED SCALE DATE PROJECT SHEET NUMBER RBM 1 "=20' 08-06-12 0103 MANUFACTURER SPECIFICATION SHEET MANUFACTURER SPECIFICATION SHEET N.T.S. 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