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SDP200600107 Plan - Approved Final Site Plan and Comps. 2007-03-22
t: / I I 1 \ I I I I/ / , / / / , ,/ I I, t I !, I - - / GENERAL NOTE: 1, THE TOPOGRAPHIC SURVEY SHOWN IS BASED ON A COMPILATION OF AREA PHOTQGRAMETRIC SURVEY PROVIDED TO DJG, INC BY DEWBERRY AND DAVIS LLC, AND FIELD TOPOGRAPHIC SURVEY PERFORMED BY THOMAS B. LINCOLN LAND SURVEYOR, INC. AIRWQRT ROAD PER VDQT PDAJMGT fl649 2 158 ' ' // /f ! I ! / / / J ( I I /r / /' / // !/ ! / I I / / / / / / / / / / / , - // / // - - , / / // / / / / / J/ / // / ,,/ / / // /// // / .- - / / !/' / _ � �, __- ff -UQ , r` ,/ /,' /' ,' ,'' // - �-_- Imo.---`" , / �,/ / // / - ,/ /` '- PROPOSD CONTOUR: -1� `,��, EXISTI'NC TREELI'NE '/ /'/ /'// ///rr',/ ,/`' / /'// - -_ _ -_ ��-- �__ / r`,r ,/ !/'' _ --- , /// / / / / r / / - 2. SOURCE MERIDIAN IS BASED ON VIRGINIA STATE PLANE - - ` " ~ - - - " l _ ' _ _ " ^ - _ _ _ _- EXISTING CONTOUR �,1 �-,� PROPOSED TREELI IE COORDINATE SYSTEM, NORTH AMERIGAI DATUM OF 1983. / / ! ; ! J/ !/' f/ ' , ! / ` ! ' / / / ', '' , - y / - ;1, , - f/--"/' ! '/ ,' _ _ _ - /' ' ' '"'"" X ^'. SILT FENCE ' / //' //' / !!/! / !/ /! ! /� /! / //' /'l _.-__ L �`__..---- ``-'- \\ \\\ \ �\ ", _\ ♦ \\ \ _ \\\ ! !J I / '/ " / ,' ------ / '' / 3. VERTICAL DATUM IS BASED ON NGVD 1988." / , / ' /f/ / , , - - - _ _ _ _ _ _y _ , \ \ / IN X TO 'BE REMOVED r / f ' '"--------- - _ \ \.,-------------- / ' / /` /` // /! / /J /! /' /' / /' / /'___.. J 'r l\ \ `\\`\ `\ \l\ \\ `\ \\ /t / / /' ///l/,/ // STONE OUTLET 4, TEMPORARY BENCHMARK INFORMATION PER "AS -BUILT SURVEY BY // / !' / / ,' / J' !' -- ----__ \ �� `\`\ '`\ \ ``\ /- ,` GRAVEL / / ,! , / _--""- --- _ - \\ \\ y / DEWBERRY AND DAMS LLC, / / / / / ! ______-------- ----- \ \ \ - /' / / - e FREE PROTECTION ii / /t \ f` , ,� / /' /' /' // f /' ' ! /` \ \\ � \ \ \ \ / , -� r ASPHALT PAVEMENT // t / ! f / / �' \ � ` \\ \ \ / / !' !' ,' i 3 / / / / /// // ,// ,/ ' / / // / / // //� / 1, - - /� / ~ \ \ \ \ \ \ \\ \ \, \ `\ \ ` / ! ! /, / _ `- __.._._/ I' SEDIMENT TRAP 1 DETAILS r / , ,- ' ,' / , /-` -- /\ \\/ / J // /''--------- __- a, SDIMENT TRAP �DETAII.S - � / - --`' t � ` . \ , TOTAL STORAGE VOLUME REQ'D :10745 Cu.Ft. / - ,/ � 1 ---- TOTAL STORAGE VOLUME PROP..: 1082.8 Cu.Ft. TOTAL STORAGE VOLUME REQ'D :10673 Cu.Ft. � -'' - - \ ` - � \ f _ - - TOTAL STORAGE VOLUME PROP. 10727 Cu.Ft. _ _ _ _ - - / / _ _ _ I WET STORAGE VOLUME: 5414 Cu.Ft. -- - ' \ WET STORAGE VOLUME: 5313 Cu.Ft. - / -\ t 1 / STOKE OUTLET BASE ELEV: 568'.0 EXIST. GROUND / / '' ,,' / i _ - \ .` \ .\ \ ` ! r / xp STONE OUTLET BASE 'ELEV: 569.0 (EXIST. GROUND) `\, __ /' „' -1 /,,,,;,/ ;-- '�� ; ,'/,/'/ r'� - \,\ '' _'� - -" \`\\ \\ \\\ \\ \\ `` \ i f ! /// /// //// / J/, /!, ! ',/ 1 STONE OUTLET CREST ELEV: 571.0 STONE OUTLET CREST ELEV: 572.0 _ - // r , "� , \, \ \, \\ I i / / - - \\ \ -- r STONE OUTLET STRUCTURE LENGTH :: 18 ,' - - /,�, (' - - _ - - - - -- - , \ I f // - _ WET STORAGE SLOPES . 1 1 STONE OUTLET STRUCTURE LENGTH . 18 / -� - - \ - \ I _ `,.�, ,/ ,` , // / rr /' / //' - \ k \` \ \ \\ \ ik ` 1 k /` / f ! / / / DRY STORAGE SLOPES: 2:1 WET STOR:A:GE SLOPES . 1:1 // ,' / _ _ - - - _ ___, _ \ I \ \\ \ \ I , t \ DRY STORAGE SLOPES 2:1 , 't I� _,�^'Y`�- / ,� /'' /// /'' // ,/'' - \' \\ `\\ - `\\ \\\ \`\ \\ \\\ `\\ t`, V, 1 I f///' /'f //! /!! /� \�,\ BOTTOM DIMENSIONS 0 ELEV. 565'.2'0 : 59 x.29 BOTTOM DIMENSIONS ELEV. 566.25: 59'x29' : t I t 'I - __ ' / ' // / --- r - - --- _\ - "`\ \ t I / !' ,' / � pp k E t t4 It t It \ � .� -•_. _' - / / / / / !' / � '- - - " - _-_-, ."`- "-- - - \ , \ `' - \ \ \ ` \ � \ `\ \ t\ \\ � \ \ \ - ` / /! / J !! / / , ' \ \ \ j I I , I} \t ik t /% �/ /` //` /�' /! / _ r t ffi \ - \ \\ `\\ \\ \ \ t / // /' /f / / �/ \ ' ARID NORTH\ SEDIMENT TRAP 3 DETAILS I , I t t i / - '\\ t i `\ tI, \ t \ / // /' TOTAL STORAGE VOLUME REQ'D . 111311 Cu.Ft. !` ; I }; t `, %'' ,' _ - _ I _ - \\\ \ \ t ik \\ \��� F / // NAD 83 \\\ TOTAL STORAGE VOLUME PROP. 114+81 Cult. `/ ; � II ', ; 'i / /------ - _ ,--- - '' /-' �� _ - - \\\ '\\ bELTA=108.09'07" �_.__---_ �`\ '\ \ \\ \ 1 tI t1 ,' //,` //' /'609// // 0'/,/'" '1 60' --1`20_ WET STORAGE VOLUME: 54"59 Cu.Ft„ �! // I 1 , t1 ; ; ,/ - ,/' , ' _ _ - `\\RADIUS 180.00 - ' � \ `, I 1 I 'I `\ - \ STONE OUTLET BASE ELEV: 572.0(EXIST. GROUND) - , , - "-- _ _ ""- i I /-_ mommom / / I I f \ / / / / 4 Y\ / / ,' \, t--' - '\\ `\ k'R1\`IGENT�Lxf'0.4'4'' �.-,\ \ \ i \ i I j I '/ '� ,' / STONE OUTLET CREST ELEV: 573.5I pm 1, 0 -- �/, I, I ,I /, //' _ __ --- \\ \`\\ARiCi=& _7-7_' `\\ \� ', I` �i I /''�//, R PHIC S " = 0' '�\ // ! 1 I 1 ` / / '/ J �/'� \ ♦ x \ t ` 1 1 I f1 /- `/ // / J.37\!'1�LE: 1 6V \\\ 1 / "T STORAGE SLOPES : 1:1' \ \ , - . , / / ' I t I \ , I i _ - ' - - - - l � C+'IQRD=291.53 - T n- - - \ , ) , I �� I I / / / " - _ ` DRY STORAGE SLOPES : 2:1 N \ CHORD-BEARING-I� 58`56 05 E \ I I \ r / I I ,' / \ j t / x \ _ "-' ✓,_-qtr` / I / I i 1' I % / r, ',' /"/ "\\ \ ` \ t ` 1 I j! I t I , - -/ // r/ / STONE OUTLET STRUCTURE LENGTH : 17 --- - I 1 ! CURVE DEGREE=31«50' r i' , ' `1 / / / 11 I I, UN;VERSITY 0 VIRGLNIA-F0UNDA,ON ,� - -- `\\ � - _---------- \, I I ,' ," /` / / , I BOTTOM DIMENSIONS @ ELEV. 570.00: 61 'x48 - -.t .� / / ; TAX P PARCEL 32-1$` `' - 1 1 1 / '" �, f / / / I / 20 TEMPORARY r ' 1 t / }\ I /// /J r //' // // !i , A \\ 2712, PG 324 r' r'J /' \`\ `\\ \ \ i i 11 // / f /,/ - - --- , ` \ / / / ' / / / 30 LF= 5" C \ \�-DEtAINAGE EASEMENT I I I # I f' I i t / t 1 I I ZONED: RA /! ! / / ; R P S i , I I I k / / / / I, t, � r \ I ( / , 1 `USE: AGRICULTORAI / / - 1.0� ` ' - - . i , /' - \ 1 , / ~\ _--_ -. , X \, \ % , I / I 1 \\ \\ ,r I / /� \ x \x ` OUi-J/ .55 \ l i 1 I 1 k } I / / / / / ,/' O'-"`_-\ f I ,� ,/ _.----' `\, ` \ \ ! ! / \ \ \ , / / r / // -- % \\\ I I I I I I I t �` V // ` // // / / `f \ `\ ;1t_ F:!' I / ,,' r\ f'-\�'" �- \\\ '\i \ \\ 1 I /\ -, \\\\ ---- j / II / �/:� \� _ \ IV i I I I II k ', `V/ // /f r' // !/ "' 5 ( \ [' ! r +�- / .i --\, II \ \ \ \ \ \ \ `, \ \ \ \ , / /! / ! / X �,/ \. v _ - - "`� '- \ \t } I 1 I 1 tt t � // / / ,' / ! / \ x ,I 1 � `' \ \ \ 31�' TEMPORARY `lkOGESS/ \\ `�\\ \`. F IIJ/f ! ' x .m-°' \ \ \ I--- ' / 1 / /' 1, \• • t t k k I /f / // / \ ,� I ,� ,ti. %- - - - s! \ \ \ \ GONSTRUCVN EASEMENT \ \ \ - - - -' / / I x.- x �� TP \\ t k\ I k % t t \ , // J ! / \ � \\ I `II EI tI // r 'r"'V;. ,'r1'_• - �°I.` •,,�* 1// IC `\\ ,\ \\ i\i \\ \\ \\ \\\ \y\ \\ 0 " 1,- // xY'~%� ds% ,I.,�", \ \\ �-� •�' � ! l tk 4\ it \t 1,, I / /J !, I/ `/.. \`r s1 d I k d ! J r '\I �`., , . .,r JI: ` (' _ !i \ \ ` \ r fl ' \ \ \ `\ \ \ \ \ \ `�- "�- i �'` ../ /� x �"'• J �+fj6.+ ,� , �,,i' J'r �� \ , y / `' \ \ \ \ �' . X _. '\ 1 \I t . t 1 \k 5 \}t \ J! , / / / , �' _ ._...... _ _ \ \ ll/ v€ i t .''1 I l.�v- / �f' ,may �, �-J€I ;:'+, -i \ �',f \i..as?Pt ARY \ \ \ `\ \ \\ "`� -__ .�/ �j -/' %."-` •'�^ �,..'""`w� ' N EN -Y IN=5/.n'b�5 `\ \ I t 1 1 1 I k \I 1 \ !! / ! / / , \ --_ y _, I "��"-' u \ ) 'Y. -k--\ � s r"i� , KVE \ \ \ _ �,;,.� --" . `' ,, / i, / \ \ ' ' .. t ( I I I I 1 } \ ! / J / .--' f /. \ , t /,' t trr r--1( <, /� `` _-� `\ \ `v i 7 # g ` \ + 7R s --- "., / } I I I I I I I \ \ - - / / 1 / / / ` � - / r/_ 1 I A I \ i 5\fg L3 it \ ` \ \\\ ` N is` / '.1� // / ( I i I I \ / ! / / J F/ - - k 1 i r' ,� 11 `r` k _ �r rc \\ \ `\ \\ `\\ � r I X / \ $' / 1 f i I t t 1 ,/ f ,� �� ^`___ �p - \ \ \X-.•• s / 5 \ .' t I j t LEASE PCE ��CiNQ�iR°i ~ _ --- I/ ij t: fV ,�`„ I/ _ Y r+ ,,� 1'1 � I, i II: �. _i: t'' X I �^Po�_ 'y ,.a,.� X ,"-^-'� - __ .,.'. jg _,-,,,, �..�,,.. �,,. {,.,w�'". �' / t va \. \\ \\ a t . ` / I! ! I I I tk \` //.' t ! /! /' // d Pd!` r' \6'"` j I h `\ ! ,/- __14 1.i - a r �- �; < ' r' \ t / / ! I 1 I \ -` /t J ! t/ .' I ``''-- t k DI`LTA=91"25 56 -�-- 4 6�9 ,. ..- / i r / r I I / I j ` / r C I ✓ _ s: & : t ; . 32 � ^ --x l:'� - r, 1 I ; \ ! ! / T / - - ,: \ .�- _ 1'` r / /RADIUS -275.00 ' /�,,',�-- r.._ ._ ' �'_ _ Ii T x x \,, X 1' - _ I 1 .1 ,,, ,' •%' ,.,amr e.. •,�...m +.+ X X' :^��`+.� iL~+ .,--_--^'` I i I / ! / 1 / - •_ _ I ,. - a--, t ,d «, �i f \ / / « i H 5 -' \ ! ` f / , V . �1 r f t ! ! , ' I r TANGENT 1: � -- �,: / .'- -- r I i ,6ELTA=16 5 24 _ /_ f 'it //1 ' ARC -4 84" I / I,, I I 1 \ /`^ ;/' ASS` 210.00' x -C" _ , 884 1 _ ,/ UT=56.25 1 -�- !, -- - rNr G#IO'RD 93.74'1 p f -fir f ` I �\ ;` Q�YA tV7�3�9' - \-1 @ \\ \ ; �' / ! / i_ .,_- f bR,r 1 .,_.,}I C IRD BARING=' yy 5:f ���}•� E y �. :/ + j,1 °' 'h 1 { �' \ '` /` �O _'� le^ �. ' - - -\ `p <� • s ` \€J7 ♦ `\\ aJiiL ,/ // / ,f ,Ivt/ / /! 1 1 i -------- If /" �1 I, 1 1 '-,.®.%+ i 1 `...`;..\ J r` ` / - / - �` ,\ ` \ y ': \ !{ \ / / / / { , `'q ,� ,,. �e � / ` ! ! • /• . / - F / 1 GiiRVE E "5 , ° Y " !'!°'' f pp � Ylk , � t `-, !' 7--/'A /' I/ OBD -61.74' \ 1}c�\ \ \ /` PT/'- '' I � / r f ! / / r %? r,' :rt"` 1 , ' ,-�x i ' ' ' I _ j �/ f /,' ,' CHORD-BE-ARtN0--N- I "18 43 \ \ `\\ ` Q / '' / BOTTdt�' ' � � f\ TAMP BAR /,---------- I /r, ' `I,_ � , I ^ ` , 1 ;' / /` / ' CUiVE DEGREE- 27"17' \ \ a '. \\\ / /`/ , HI ELEV=566.? -/ Y(GQNSTRt3GTIQN- _ r ,/ ,/ 1 I I + 1_ -- Y1 r'11 \ � 1(F_15 t RCS' � !` EASSEMENT /,,/ I1 I / I ;,.,. +..il" J r, ' II: / I I. i_ p, i t /'" !l F / /! - - -- - - - - \ \ ':t� s �' .,� \fid `\ \ \ \ - ! / ,,.:.,:. I 'fJ5 1 35 4 i _ . %t 1 ( / f € : ,r / ,• t i': R ! f t A k / J r ' ` x 0 \ \ - ct? I (Su .. ,��_ \' - , l i f N F l /�, LI I UNIVERSITY F VIRGINIA�FOU DATION i _q � / ��-- , ,` ,r f /- .\ \ I w \ 6 / , INV IN=57c3.0 r � � I \` J ' - ,C J E� ".I' ''/ "`° 'x'� .f i^ 'pt j ',4 ,- ( t I' t !, f ! < / '' /' r w � \ ` \ \ \ !f 1 !! rr f t \ \ ! / f- Af-- / /_ i,�l-/"/! ` / / �� / I- I! I € %" �j I' A ! /` / ;` 1 / , \\_ \ ; . - I ,-f. c ! / i r I .+`t / I 1 TAX AP PApC`EL 32-6A �: I fi/' ., , i= J I .^ r-`\ \.__l / J' J / !,' /., r mow' - ,.•`.' 5. \ ..a' �`�'�'�` 't` 1 'd',' •F - /I ! t / J , ♦ tippy '/` f G '1 Y / k'-'{ I / / r /' /'a w .b I—, , •4' , )' ! f r i / ! / '"F' III - 1 / ,�. r _ _ _ I / ti w / D#3 2 89 PG 3 I I / 22 � I'� .' �- f 2'r k ( P , I. ''� _f / / R, / ! yr r j / I J /f t ! i I \ , r� fI t i1' ! \ � f / "I / r /� % Z 1 NE P IP / � tg, D / f 1 r �. N / f ry .I / I � s Y" w � / I � \ / i r w I f r V' f \ f' • 1.t ! / / / US I � b P�0 I€ J K RESTRY / \ J / S'rocKl�,�� AREA 't I y/ / a I x I 6 F- `\ I / r wV � / f T } / y 7 I 7 � / ! f S ti i �a I 'F / J r '\ 6' 9 / ! !< / I. I MIT OF 1 1--. A k G t •� / / O / 3 R f � 1Y' ` -> \tl 1 I ! iii /, / \ / / v f 1 :. ! ! J I I r w '\' .\' I / / c /- ! _ / _ -C/ / / / I r __ f ! I I _ •NOTE _ � - i _ - y f +- / f � \ / , 14 ar , e I / / / �g ,� w p r ' f / f / i ! , �E t , VIiETL&�NpS \ \ 7 f f / ' / / w \ l , 1 h r / ! / s - `\~ �•, • t / ! / LI IT OF CdNSTRUCTiON I" /f / / J wf \ \ 1. �RF R SITE GRADING THIS ARE ALL BE s'' •` J J I I p y \' ! J r i p 1 ! / / G € I f J' /' _s _cam B "a s 2�� -, •,' / f / \ \ t\.a1. k /` /` I' ,. w '- - a PROO�R0I=LED IN THE PRESENCE E I `/( t -�, / / i t. \ _ ,fix t; ,.' r' I F ti' GEOTECHNICAL ENGINEER. f \ \ jj11 ) J /1. _+ < t d . n ,d {' r: I jJj € 11: J / ! r i '1 - "' ':,-= .a' o ,� .Y s r a:: ''g t \ %_ _ / \ I�q 1 b / r + E ,, ; I I / / J r / ! I \: v \ \ • < FUTURE e f7 / \ �� Y _ • "' I / f" e_ .2. ALL FILL PLACED WITHIN THIS AR SHALL e ; l 1 / /� � �. 1 ��fi, .�" ,_ �:�'' ,:,' ., DRAINFIELD I @ �/' J / j / /' ;. \, \ / ' . q@ % ! BE CLASSIFIED AS SELECT STRU RAL 4. i. e1 _ _ _ _ ) 1 I ",I \ I0/ ( f \ �\ \ �' MATERIAL AND INSTAL-LEfl�-I';'ER ECIFiCATIONS.•'' r'. I m �' ,, 9f \. 1,•../n li �. C,r . i e I 1 i I l f I f w _ , F ,. ;\, ' :/ , ' I .„i ✓ \ `, ft I / t �, y 1 /< ._ \ t'. p \ r , / k t o .. \ 5 � I I t "� 2 t I I. r 4 ` \ s w t k t \ .ti ' f i C., -,,I t � • \fig \ / S . 11I u'-�,--,\ 1 9 \ ±1 a tmy t e 1 b> �` I 1 1 , w i s } I r I I '`�'� 1% t' ` Y \ V' I 3 1 r: t 1 1 € r' \ s? r. \ 1 =� '\ 11 F '� per, E \ \ I a > \ -: € / \ i '\ \ \ .. i __ �----fes �\ 1. t / i•- pp r '4 - 4 G \ l�\ i I I i` I r kd` € f I \1 j" �:- / '"\ �-,.---' it Y \ \ .F `.�a`,�<�'*.. y r. � - - f ! I ! tZ I r I �` 3--- r`--"" \ .- \...: \ yj'-' , t< �, � ! \ ! / I � r ` /' `" / / /.f �/, '7-/�� p®�� � ppm ® ry `\ f _ �, I' S -- \ \ \ \ 4 \ d \ e sT / l J / J / l / I f t / �/�,�/. / I f t 11®�4i 6 Ri�E :7"s I -T _. - k \ t TEMP R C 1, a `\ / f ,° / J , I / \ / / f / X _ O A Y CODS U CSI'��I._ I � C' � '' �� �'-�-'/--� �-' t - - ,: II t \ � \ '\ \�"�_„ .i . \ � � �`� � ` \ / \ ,� f ' I / / / , ! f � ! 7 /-,- - _/ f f / t' / / � � 9 / ` `-'-� - - \ i / I / J '41,////////,/1// Eri .,I� -', '11: ` ` \ / \. t , EASEMEN \ �_ i�;t \ \ / / \� / / / / / 3t / ! f, 7 ! II 7 / / f I t wI _ - _ .--t, ; r\� - ,.A / 1 I �� I' / , f / r �� I! xcEss ���� f il._�"� / /r ... -r' I / 1 r / �f \ \ \ ` \ \ \ r `\ a \ \< \ / / / /I/ / ! / / I f d / ' / f I ' % 1 / I t ! I // / /_.\ \.., , is,I\ I r ii, �, \ \ :a... \ : , , I' a ` ,> \ //. /% /, / 1// // /J/ //! / /' f/ _ _., .. : b (ill f I If I: r:a 1 I ; 1, milli 1 DELTA= 108"09'07" LEGE RADIUS -180.00 TANGEN',T=248.44' EXISTING: ARC=3.39.77' (E) = EXISTING CHORD=291.53' CHORD BEARING=N 58'56'05"£ ® = ELECTRIC BOX CURVE IDEGREE=31°50' N/F g = WATER VALVE =FIRE HYDRANT iUNIVERSITY OFRGINIA FOUNDATION TAX MAP !PARCEL 32-18 DB 2.712, PG 324 = LIGHT POLE (L.P.) ZONED: RA = POWER POLE USE: AGRICULTURAL = GUY WIRE ---- - - - - _-- _ - o = BOLLARD 40' 0' 40' 80' , r '"� ~ 1 ^ SIGN — W — = UNDERGROUND WATER LINE ` —GAS— = UNDERGROUND GAS LINE GRAPHIC SCALE: 1" 40' 4 ' - - - - - —TEL— = UNDERGROUND TELEPHONE LINE ' :- ` --. /' —OHE - = OVERHEAD POWER/CATV LINE(S) —OHT - = OVERHEAD TELEPHONE UNE(S) ` TEMPORARY GRAVEL FENCE _ w ACCESS ®RIVE % _ = CENTERLINE OF DITCH WTH TEMPORATO BE REREMOVED�/� ,� CONSTRUCTION E SEMENTRY _18RCPr_, = STORMWATER PIPES 20' VICE GRID NORTH `' ,32°E a� { RIW = RIGHT-OF-WAY NAD 83 . - QA53 46,C®NSTRUCTI®N CGMPLETIGI ' '. 2�'•---58D - -CONTOURS (FEET) TREELINE f LEASE PARCEL BOUNDARY , ` = E WETLaNDs ��- PROPOSED: `f P PROPOSED . 0 C) . c � - - �o NTNG ���y�yp�R -- -- -� _- -- -_ -- `�--�� ZO Q 6�� R = CURB RADIUS " 655.78' N2119'18"E`HANDICAP ACCESSIBLE SPACE DELTA=16'54'24° �9' \�s9' 6 0 ` - 21,00' .- SPOT LIGHT RADIUS- TANGENT- 1.21' ------------------------------------ ----------------_ ARC _ -- --- --/tr ' x`)01 ?8F .-O 61.97 ___________________- -----_-___--_--_ -- -. _____________________-- 20' BUFFER �� i ----_________________ --_- r' p , t' \��'� =SITE LIGHT CHORD -61.74 �, = CHORD BEARING=N 13"18'43"E BOLLARD € j i'���� i' r"� CURVE DEGREE 2717' C> PT 26+92.28 - ; cQ p' n' ,r ; '` ° .' . " = CONCRETE rn = r r r ' '' ' ASPHALT PA N E �, 7 �• � .r--` c�t•-• t� tr 4 �tf � � ;�,;;s;:�;;�;;=1� = VEME T VARIABLE WIDTH TEMPORARY : _P_ rnVDOT ASPH CONSTRUCTION EASEMENT o .� --- e ; Q���r - OTHE S)LT PAVEMENT t \ SITE' LIGHT (TYP) (P)STD VDOT CG -6, TYP. F " ' (P) UMPSTER PAD COMB. CURB do GU ENC€ OAURF SEE 860.00, SEE DETAIL SHT C.1R... Elk", QO ': -° i T .F I 93.27 , SIL. ,eH ; D �.'I. i Iry O r i� �CJ------ CONTROL/CONSTRUCTION JOINTS BORING DESIGNATION AND APPROX. r' LOCATION (SEE PROJECT MANUAL UNIVERSITY OF VIRGINIA FOUNDATION UNIVE N/F �-� `� FOR GEOTECHNICAL REPORT) i a a 41 a ' I i s ai' �7 .4•:::. '©.. '•' f •: i� w °15,'0 su TAX MAP PARCEL 32-6A z a• •d .. i i i Qi• ( i _ D B 892 PG 3 2 i 2 M a a' Y a 2 4 'r ` p� a as"- p� Cal .iJ. '''; t'�Yf� 810.0 I i Ia5:Ci0, x. r .� ZONED: PDIP EC a __ 83`00 - --i__-__.% s 4 { i + "a r 3 �r47 i USE: FORESTRY t: CHILLER: \ s -•-------- GENERATOR r e EXISTING -WETLANDS t ENCLOSURE (1 '10 WALK, � \ ' CONC. 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I \ \ \ -I, ' ,�' '-� -------____,__ \ \ \' \\ \ 11'� - " , , " \ �/ "I ,\\ ,- I _____ - � -_ - \ �' , _�" -_ 11 �"1'11 \'� %`% \ Nl� '�'\\ �'\ \\, \\\ \ " \\ """ \ \.' \ "'\ " \ \ �\ \ \\\ 'I-, __ I - - � __ � _____________________' --.-- \ \\ \\ \\ ___'__ - � ___� - - ____ - - ---'�_,' ------------ ' LEGEND � \ I" �'� 1 \ \"' I \ 11 " \ \ \ , " ". �\ \ .'�-. � ",,-- � -------- ___ \ \ - ----- ��___ ..... ........ , ' ,,, 1, \ , - ________�� - ___ \ - - ____ I I \ 1� \ " \ � , _:�:,� - 11 __ \ \ \ 11 ___11 I I/ � \',\ ,", '\ \\\ \ \\ \ \L111 \ \ \\ "I", I'll," \1' " \\ \\\ � __ --I, w 1� ", ____ __ ______� - - ----- ^'�\ 11�7_� \ 0_t�__'�' �� n /" DRAINAGE AREA LIMITS I \ ".' \ \ \ �' \\ '�' � \ " \ " '� --- �!_._-- - ____""� .1, _ "_ \ \ 11 � -, _�_ _\ _____._ LIMIT OF DISTURBANCE " \ I 1, \ N , 1� 11 , 11 11�1 ____`v____ ' 'I, -�' --,- � - _�_�____________1______ \ \ " \ \ __ - - - \ \ � \ 11 \ \ I'll \\ 1\ , \ I �� �' \ ' \ - ___\ \\ 11 \1 / 11 , '�,' ` __'-�'- - _ - _.� - - \ \ \ \ �' '\ 11'� - __Y� --- I--,- \ \ \ N \ \ I N, � __1 � -11 \ I . � ., I ��� -",,-, \\, .' �'.' \ I ___�:_\___' ___ __ - \ ." 11\ r 1, \ , ------- - "___ --T------- . 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RA . / ", " i 11 _t ____ -j,- / )" 1� fi ' \ i / \ x \\\ --f (' r � I ______�& � / I I � ii I � I � � I r l, - _��_-_�_"'_�'_'�'� " � / � - ___---�c'?7-- � " "I , 11 � e f I \ ' � 'r \ Q � _1%, ./ I �__ "_'�� f '_ � '/ / � 1� I t '� " , I , � ,JA NOTE � 01 'ryly-y-y-11 ----,: ------7 �_' j I , l f / k I' � I I f . �� CK I I l'J_ "I �' ) I I I I �' i I li 11 � I \ � I \ 1. STOCKPII F SHALL REMAIN IN PLACE NO LONGER THAN ONE (1) YEAR (v - it - SILT FENCE '�F I, K - / I " / I �� . I - i VDOT ASPHALT PAVEMENT � , . - __�,�"_��'J . -, I f 11 1� � ______ "I __ �____ "�_,_ �_- - I N = : WZ01 O' I � "I , - d, E' "'ll / " "I I ( � / " I I � i If ,_ 5 FROM THE PLAN APPROVAL DATE. ANY EXTENSIONS OF THIS TIME (BY OTHERS) ,' l� _�T' / I �f / 1_ � / / �' I / "I / �� � _� ____� - - -------------� - - -----_ - - PERIOD MUST BE GRANTED BY THE DEPARTMENT OF PUBLIC WORK. 1W STONE OUTLET :� �'l / �'� - .� I � ___ - - __---- -----___ 7 �V' _,' i 2. EXCESS STOCKPILE AREA LOCATION TO BE COORDINATED N'TH OVA - ' \11'� I I -I----,---- ----_ - - ----__ - I FOUNDATION _______j TREE PROTECTIION ..,,*..-,�'.-.'.-.=,-,-,'�.'�."-,'."-.'-",. 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IJ JJ + { / /' //' -r' _ -- = LIGH_ POLE (L.P.) - , 1 I / = POWER POLE -----\ t I , �� / .'` i ! // `\ \ �5 \\ ---- ___ I I I I I 11 t 1 i 1 // / /` // /'- /--' \ ` // / // / _ _ \\ (Y\ f, (yl \\ - -\\ I I I I i i 1 i i /' / / /' ! - rc---' = GUY WIRE WIRE It ,/ 1 'w, \ �\ \% f.r' .�' / Jl // /�-- �. � ', \\ , \,J0 \ .\ I I I I I I i 11 ,/ / //' // /` ,"'-'r 0 __BOLLARD \\\ =SIGN _. I I I I 1 t I I I I t � I I / // / / __5W - =UNDERGROUND WATER LINE —GAS- = UNDERGROU� GAS LINE / , , \\ C , ° 0 `5B / / ! \ ,k'; c — — \ i E i 1 i t,/ / / , / , / ` °< ` - - \ \ , , , I I 1 } 1 / ! ' —TEL— =UNDERGROUND TELEPHONE LINE GI RAPHIC SCL:\" = 40" \' ,r PMOM9 lr / r r! !` �, �'y ti __ 7�`';` : 20 TEMPORARY ACCESS DISI - -- I:, / / r f ! \ . }} lti i 1 't i i . \\ / ,/ // - =OVERHEAD POWER �i S \ / / , \ �\ , '} , ` 1 } \ } } / / / ! f DNT - _ bVERHEAD TELEPHONE LINES\ ` / /''.� o' \ \\ O, ! \ I \ / / / \ \ 1" / / G J `- \\ '}may. 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I 1\ �Y'`�^,^-`�.`,y�o,�'.�..�4.-� ` ` �, c `�..` -s ->> "y,.M_ "a, - E =1'�y ,� +'e} \ -I \ '�� 'Q_ \ L - 't''3[,`! � I -` 1 — - — -- l 1 2rJ+�D _.� =--_- _ _ - \-, I 2400 \\ '\�_' i ,\• A': II -, 1 -% STA 29+36.42 22+ - STA: 2317f3.7 �j C=2 +99,3 \�-------------- ____-- __------___ -\ \\\ _ I \ \ _ ___'�- _ ; MINIMUM STANDARDS DUST BE ADDRESSED AND MAINTAINED AS NOTED IN THESE PLANS FOR. THE DURATION OE fHE 'PROJECT UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE, PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE DEVELOPMENT OF A SITE PLAN OF APPROXIMATELY 5,286 ACRES OF PRIMARILY UNDISTURBED LAND IN ALBEMARLE COUNTY; VIRGINIA. PROPOSED DEVELOPMENT 'INCLUDE ASPHALT PARKING LOT, CONCRETE SIDEWALKS, BUILDING, GRADING, DRAINAGE, LANDSCAPING AND SITE LIGHTING, THE PROPOSED AREA OF 'DISTURBANCE FOR THIS 'PROJECT ON—SITE IS APPROXIMATELY 3.91 ACRES AND POST DEVELOPMENT IMPERVIOUS AREA WILL BE 1.40 ACRES. THE LAND DISTURBANCE FOR THIS PROJECT IS SCHEDULED TO BEGIN IN OCTOBER 2006 WITH AN ANTICIPATED COMPLETION DATE OF JULY 2007. EXISTING SITE CONDITIONS THE SITE IS AN UNDEVELOPED LOT SITUATED ON 4.88 ACRES OF MODERATELY SLOPING TOPOGRAPHY WHICH DRAINS VIA EXISTING SHEET FLOW TO AN ADJACENT WETLAND AREA ON THE SOUTH AND NATURAL CHANNEL IN THE NORTH --WEST. THIS SITE FEATURES D DRAINAGE AREAS. EXISTING MATURE VEGETATION CONSISTS PRIMARILY OF NATIVE TREE'S ALONG SITE PERIMETER. EXISTING VEGETATION TO BE PRESERVED IS OUTSIDE THE LIMITS OF DISTURBANCE, P'ROTEC'TION OF TREES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, 1992. EXISTING TOPOGRAPHY VARIES BUT IS GENERALLY WITH SLOPES RANGING FROM 2 TO 15 7. THERE ARE NO CRITICAL EROSION AREAS ON THIS SITE. SOIL EROSION AND SEDIMENTATION SHALL BE PREVENTED THROUGH A COMBINATION OF CONSRTUCTION ENTRANCE, SILT FENCE, DIVERSION DIKES, SEDIMENT TRAPS, TREE PROTECTION, DESIGNATED ON PLANS. ADJACENT AREAS THIS SITE IS BOUNDED TO THE WEST, SOUTH, AND NORTH AND 'EAST BY THE PROPERTY OF UNIVERSITY OF VIRGINIA. SILT FENCE SHALL BE PLACED ALONG THE SITE PERIMETER AND A TEMPORARY DIVERSION DIKE SHALL 'BE BUILT IN. ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, CUFF -SITE AREAS THERE ARE OFF-SITE AREAS PROPOSED FOR THIS PROJECT AS SHOWN ON THE PLANS, SOILS: SOIL INFORMATION FOR THIS AREA IS FROM THE USDA SOIL SURVEY OF ALBEMARLE COUNTY, VIRGINIA, AUGUST 1985 EDITION. THE PREDOMINATE SOIL TYPES FOUND ARE COMPOSED OF (57%) 47C- LOUISBURG--B, SANDY LOAM, WELL. DRAINED, STRONGLE. SLOPPING WITH THE SLOPES FROM 7% TO 157. AND (33%) 94B WEDOWEE-B WELL DRAINED, GENTLY SLOPING, WITH THE SLOPES FROM 2% TO 77. CRITICAL AREAS THERE ARE NO CRITICAL AREAS ON THIS SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS LAND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 1992. STRUCTURAL PRACTICES: TEMPORARY CONSTRUCTION 'ENTR'ANCE: A PAVED WASH RACK CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE ACCESS POINT TO THE SITE, AS DELINEATED ON THE PLANS. THIS WILL PROVIDE TEMPORARY STABILIZATION TO THE PROJECT'S ACCESS POINT AND PREVENT SEDIMENT FROM LEAVING' THE SITE. A MINIMUM WATER TAP OF 1 INCH MUST BE INSTALLED WITH A MINIMUM 1 INCH BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF' 1.5 INCHES FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED 'SETTLING AREA TO REMOVE SEDIMENT. ALL 'SEDIMENT SHALL. BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSES. SILT FENCE (3,01--31T FEDI[£ WILL BE INSTALLED AT THE LIMITS OF CLEARING AND GRADING IN ORDER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS AND TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCE SHALL ALSO BE INSTALLED AT THE PERIMETER OF THE SITE. STORM DRAIN INLET PROTECTION i3.071: INLET PROTECTION (INCLUDING DROP INLET AND CURB INLET PROTECTION) WILL BE PROVIDED_ FOR ALL EXISTING STORK DRAIN INLETS IN. ORDER TO PREVENT 'SE'DIMENTS FROM MIGRATING OFF-SITE AND ACCUMULATING WITHIN THE DRAIN SYSTEM. TREE PROTECTION (3.38): TREE PROTECTION WILL BE PROVIDED ALONG THE LIMITS OF CLEARING AND GRADING, AS WELL AS FOR INDIVIDUAL TREES ON THE SITE IN ORDER TO HELP RETAIL SOILS ONSITE AND IN ORDER TO MAXIMIZE TREE CANOPY. TREE PROTECTION IS DELINEATED ON THE PLANS, AS WELL AS ON THE SITE. TREES TO BE PRESERVED SHALL BE INDICATED BY RED AND YELLOW SURVEY TAPE. VEGETATIVE PRACTICES: PERMANENT AND TEMPORARY SEEDING ACTIV'ITIE'S OF DENUDED AREAS WILL BE IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE CURRENT VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK. TEMPORARY SEEDING (3:31): ALL DISTURBED AREAS ARE TO BE STABILIZED BY SEEDING AND MULCHING AS SOON AS GRADING IS COMPLETED. REFER TO VESCH SECTION 3.31 FOR APPROPRIATE STANDARDS AND CRITERIA. PERMANENT STABILIZATION PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL B.E APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS 'REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) .FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR, FINAL STABILIZATION SMALL BE INSPECTED BY THE BASE EROSION CONTROL OFFICER OR REPRESENTATIVE. TOPSOIL TO BE USED ON SITE SHALL BE INSPECTED AS REQUIRED IN VESCH 3.30. PURE LIVE SEED SHALL BE FESCUE (KY 31) WITH A MINIMUM OF 89 SEED, APPLIED AT A RATE OF 200 LBS/ACRE. FERTILIZER WILL BE OF A CONTROLLED RELEASE COMMERCIAL GRADE APPLIED BY HAND OR IN HYDROSEED MIX, LIMING MATERIAL WILL BE USED AS NECESSARY TO RAISE PH LEVELS OF THE TOPSOIL TO A POINT FAVORABLE TO THE SEED SPECIFIED. AREAS NOT TO BE SEEDED WILL BE STABILIZED WITH CONCRETE OR' ASPHALT AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS. MAINTENANCE, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL EVENT, FURTHER, ALL MEASURES SHALL BE INSPECTED, AND REPAIRED/PREPARED IF NECESSARY, PRIOR TO FORCASTED LARGE STORM EVENTS. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: THE SILT FENCE AND INLET PROTECTION CONTROLS WILL BE CHECKED REGULARLY FOR U'NDERMI'NING OR DETERIORATION. OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HAL'FWA'Y TO THE TOP OF THE BARRIER. THE CONTRACTOR IS RESPONSIBLE TO ADHERE TO ALL MAINTENANCE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL. MEASURES AS OUTLINED IN VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREA SHOULD BE FERTILIZED AND RESEEDED AS WEEDED. MANAGEMENT STRATEGIES AND SEQUENCE OF CONSTRUCTION:. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE (INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. THE JOB SUPERINTENDENT SMALL BE RESP'ON'SIBLE FOR THE INSTALLATION AND MAINTENANCE OF THESE MEASURES, THE CONTRACTOR MUST HAVE AN APPROVED EROSION AND SEDIMENT CONTROL PLAN PRIM TO LAND DISTURBING ACTIVITIES, AND HAULING EXCESS DEBRIS, WASTE, OR SOIL MATERIAL TO ANY OFF-SITE DISPOSAL AREA(S). NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED UNTIL STABILIZATION, AS DETERMINED BY THE COUNTY OF ALBEMARLE EROSION AND SEDIMENT CONTROL INSPECTOR OR REPRESENTATIVE, HAS BEEN ACHIEVED. CONTACT INFORMATION: DURING CONSTRUCTION, THE POINT OF CONTACT AND THE OWNER'S REPRESENTATIVE SHALL BE IMMEDIATELY NOTIFIED OF ANY ISSUES CONCERNING FAILING EROSION CONTROLS OR THOSE AT RISK OF IMMINENT FAILURE. GRAVEL CURB INLET SEDIMENT FILTER --------------- GRAVEL FILTER - RUNOFF WATER f SEDIMENT —J CONCRETE GUTTER f�''r��r �±:awl► ,. i .a I = I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO. CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVED SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA, DSWC PLATE 3.07-6 STONE I-- 70' MIN.— CONSTRUCTION IN.CONSTRU TION ACCESS 3° SM -2A ASPHALT 'TOP COURSE 2% 2% i 0 y 6" MIN. 21A AGGREGATE BASE PROFILE STONE C 0 N S T RIJ CTI 0 iN -_,ASPHALT PAVED ACCESS — IT p WASHRACK 4? I 2% _. 12MIN.* A POSITIVE DRAINAGE *MUST EXTEND FULL WIDTH TO SEDIMENT TRAPPING DEVICE OF INK' ESS AND CRF ;5 Oi�E `�TiON EXISTING PAVEMENT UISTING PAVEMENT POSITIVE - DRAINAGE. TO ; Mt.iVT :.I s : viol FILTER CLOTH SECTION A—A Wei&_ A 1vfl1%0,41. 1M WATER 1AP 4:;F 2"IS REQUIRED WITH A MINmUM wA H {'LOSE ` II& OF 1.575` PAVED WASH RACK NO SCALE - r � IRD - 6" VDOT #2 or #3 E COARSE ;AGGREGATE EXISTING we20' GRAVEL GRADE �,...._.�. �� l I / EXIS I7NU � liII ��-=-��,_ 2. �` r /GRADE 5"t T,0T #21 B, T YIP II COMPACTED AGGR GAS E BASE r_ GEOIEX' II.E FABRIC (MIRAFI 500x OR EQUAL) I TEJ I PORAD `, ACCESS DRIVE SECTION NOT TO SCALE i.. SNOW FENCE CORRECT METHODS OF TREE FENCING g RIANGULAR BOARD FEIN :NCE .111611 ,77 CORRECT TRUNK ARMORING RC�TECT10N TP NOT TO SCALE Source: `1e. 5§(D;P0i � Plate 3.38-2 PTP_ OUTLET CONDITI(SNS A A A 13.5' 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL d �y°I3N A—A n` .ry-k.,F FILTER CLOTH KEY IN 6" -9 - RECOMMENDED RECOMMENDED FOR ENTIRE PERIMETER MOTES:" D . = 12 s=0% 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. SLOPE OF OUTLET PRO1" °C`IIC N SHALL BE 07,. 3, d=1.5 TIMES THE MAX. `A'[CNE 01A., BUT NO LESS THAN 6" .ET PROTECTION DETAILS AND N T ) I f nro1 v Source: Va. DSWC NOT TO SCALE 2' BOTTOM GRASS SWALE DETAI L NOT TO SCALE Plate 3.18-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS, FLOWOF 3. ATTACH THE FILTER FABRIC TO THE V FENCE AND EXTEND IT INTO THE TRENCH. r r - EXCAVATED SOIL. iE km SILT FENCE VESCH 3.05 UF NOT TO SCALE PLA R4 1�tFD'fl -I.E.I 'API,4S iD l.!. 3: r'}_, tF',T)'[:F) l,';{'04 .t.;. iSt F)oI :e5, W '�'Id d i'} rl 1 R6 a...y IN C/ --. 1� : ! I ! ( I 11 "''" r (D a 2T) { '�� -_ -i ,, B` CONCRETE CRADLE Ii I:�-T,-,� ' ,7 2 34 4 a2 D.O95 - "" r �_Cam C . ' AY �,, J i:�7. ' . _' .. HE58: ` i "�� +"- - P �', x4'om ....- :-ui�Tl; A, - _- 1 --+et'is^:_r--�/-I:.tN' M4{. ` -i8: .'iK, i i -fi �i-"f ^ :y te�� ,. Y N ,.r]-.. M. -Y r SECTI,pt"r A A, r.- t"' ] A€S r`E °PL'ET F. y;P,NN7 ON JIG?+." r 3'-A'Y=t s P.cMe L CC] R B'rW'R'S G+. `T' GUTT,^A:.^"-! i _C _E. 5`.4hLIAcJ r 4r,-FkCx OF S-T:EHA+.K' ° P dC('NL �m " r, f�rl�n�a-p L' In " `I r- I - /Snope b efe no, of I� / mid -point of largest pipe. 6' 4..2 t? 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I I PERPENDICULAR CURB F - 4,:��' j srA DEERIS� RALW„ LII PL TE',`'WRATER' CLOLITY Off:CE CO,NCI, TE U A• -+_E I. PER'. 3/Ip3, c OP 5'er,N DRA,sr,A;£ STRUC.OJII[S, . FFM RISFR'. P'^5''3 AND S'If.M 0034E7 2"-6 1 F-'--'�t'-;. 6,II _ PLAfiB SECTION A -'A A;u,CESS C)Y `#cLI" IT (P,`.iRkso$ N-.y)I..5 243 C•5 " IIA DEAA,RTI NT O" TR14SPORTITIC, I : 2 E -A HAI, C KEYED - R+`:F, 1" MT L -'r !d..'i.AP'.I'_E - 4A,A;i. 2C" 2'-6" INSE?RTALIL E S'HE`ET' isd 2209 ISh'A NOR�- ".. j 3 5, SF LF / OCA';D HE:+,. r ''??jI �- .p-- O t r7Jr S. LAT I -Y Y!I,YERS S'. 4.rU I I C'UALIT> iY, I jI _ F >I J 1 �1 f� I a s hII 1-j--LLL-40, r E -4- ..,.I J' I ti S B ` RO+',&YdD Os? S7IEAR'4,, SIN Dug METAL PLATE D='. T E L - (:IO ,-. VAN,7ED7 C ,... .$NIM OPhI :I^ -'-� 1 12 MAX, P" PrP{ I OPP"NvIr T'r1114OH �. Sfld,I C:a,!. '�'Id d i'} rl 1 R6 a...y IN C/ --. 1� : ! I ! ( I 11 "''" r (D a 2T) { '�� -_ -i ,, B` CONCRETE CRADLE D.. ,3D, ' F'IXNT1- ta7� 2 34 4 a2 D.O95 RS 1.35 15 )5 35..',P 0:I'D r.- t"' ] A€S r`E °PL'ET F. y;P,NN7 ON JIG?+." r 3'-A'Y=t s P.cMe L CC] R B'rW'R'S G+. `T' GUTT,^A:.^"-! i _C _E. 5`.4hLIAcJ r 4r,-FkCx OF S-T:EHA+.K' ° P dC('NL �m " r, f�rl�n�a-p L' In " `I r- I - /Snope b efe no, of I� / mid -point of largest pipe. 6' 4..2 t? S G D,I2N �Y"' BARS G n: r :HAR: 5!r=E.A^sE X1.4 f 24 56 ZI Afi,. -. J f9B ------- fI I-.. 1I ,� � r [[ r: I 6 I. �\ E CI I I. 1 } _"^.: , ' 30TTCI:G r1,' I_ �'!f - CF Ba>.J j �Cr L -- - - - - ,,-- -- -. i - - - - DET.2'i_ r[R' METAL i, T: : n'1D C:p- ''/I_b Ssi"t.j WATFR I,U'A,L T C ;;iFiCE .,A y"r:TH DEBRI'S ' TY P ; 4L S''s`T"i i iNr Ar,! m. o _ a_f..RS - T"'3A::s B O Anil 4_ }INIAD pA-1 WEEP 3'? B '2t C- 0 ?S 3 I -1171 ..:' 14 - ' a2 74. _TC. 'II', 61 Cp, 111;l ; II R TE z0AL B- CLASS A3 N B)xF JC r ILSs T! WI G" t = = , THE. 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I C xI".. �,T.. -NAR ID ! --B G.'.. 3,_,3,:1 i iJ RT:In+ -••',-E- f ='FPfl01;FH I~f I AJ(-,e_r:LR _ _ =+� I -s ; ��aR5, if Y jl y' I ____ __-__.__ _ _ _.__-_s-------- s , V-------------- �} q T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 7 '.y +,-FAN'S F `BARS _.-a.-'�'. - _T .:�.. I " - I 3 3'_p" + 3" DFA"Tn'E I, F, B.4FS E p L W .Pn ,'z.r BARS 9 E.. HJ._ FRCN T ELEVA7tOIN s 8' Y 8" G f,"'. _ _ BARS F a - _ `_" £ ----- _- TEP _ W = °M :,"it'd _ - M T/4- S I ,. A 'I . 51�/'J` EENT FATE- SECTION ION Irfi. -8 B'I ,:a � I 4,i. -�g--.-_-,� �} r R Ii.-\.- - 4' - 1.03 _ A u5_ t. -r.. 5•l,.,.L ..E U___I WITH L, 3 U C„ Si.M14D.4.-' :' z z r i r' " 'GAL, f 5 Y-6•' T'r,E �@ N -CSE DET.'S. SHALL EE USED 'p/ITY '.,, 1 5,:�?kIG,+.:35, d'nu 11 TYPE A ;'"PE B. �.7.k',E. 4-R tiF'Er.G":G x d' SA".11 sAT `10' .3 e,u YAt 'Ea ':. .r,T R 7YPE n ANGLE rrc .n• Z, P: E 0 P.. ; rt BE SENT ,, At:. p}- b_ SC° 4 A;G;,E ;R1,N AT 2 C. C. - - 3 T 9 ?ELTrC,RS AN`I T :E A,CPCF.E7 s1.H d,, 'S 4"•>UJ./ 4i-E}r' NOSE DETAILS d(E;DcC TO 3S. -'+T 'P�,+,TE n. c *:-C. T-6"3 SPECIFICATION REFERENCE - n" -FIR P,MdEFNT' Eb-3A. ,u O`'' OI -1C' L II iAAF'.Pw P.,44'E4Ew 4 1 I; W I i 1. e 1 - $. r -: t -- , I 't-�_..-.__-_-____-_ I -----a. R--t-_--�,.,, �- 1 5 x _ "b N - ,:_4P I p 5 3-6" -' J .- J €7ETAIL WHEN USED -i METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS I =4.= BSIE: N GRADES ADJACENT TO CURB I 3 2 Ewa u_E x cAcS 'WITHOUT GUTTEIR. 3'-6'•3.67 3%; BOTH S1L'ES PD B'E STARS--Mrk GHEE7 1 OF 2' 46' STANDARD CURB DROP INLET - 0 1 A A-4 2 C C-PERMISSNBtE RE,.L.EO BARS ARE IO ISE 10.5 X 8" PLACED 1 -CENTER TO CENTER ALONG BOTH SIOES OF THE RAMP LOPE 12'1 CONST, JGNT 12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 5'-6" MAXIMUM FLOOR. M:D-DEATH OF RAM? FLOOR. MNN2drM COIJCREIt COVER 1'/". I 233 3 3,_2„. 73#17,1 F.`RIGINIA C�+AF.1''D,EnN OG TR:L"RSRDRTATiON' 3O'2 3i'-6" ---------- r R TT P • RAMP ARE INP N PAYMENT' CItRB CV B AND GUTTER SLOE TRANSITIONS ADJACENT TO TO CURB 5 E ..Lt�EO E 4 _-1 ( _ FOR CURB/CURE ,,AND GUTTER. TI ti SEC o B e INSE?RTALIL E S'HE`ET' isd 2209 ISh'A NOR�- ".. j 3 5, SF LF / OCA';D HE:+,. r ''??jI �- .p-- O t r7Jr S. LAT I -Y Y!I,YERS S'. 4.rU I I C'UALIT> iY, I jI _ F >I J 1 �1 f� I a s hII 1-j--LLL-40, r E -4- ..,.I J' I ti S B ` RO+',&YdD Os? S7IEAR'4,, SIN Dug METAL PLATE D='. T E L - (:IO ,-. VAN,7ED7 C ,... .$NIM OPhI :I^ -'-� 1 12 MAX, P" PrP{ I OPP"NvIr T'r1114OH �. Sfld,I C:a,!. '�'Id d i'} rl 1 R6 a...y IN C/ --. 1� : ! I ! ( I 11 "''" r (D a 2T) { '�� -_ -i ,, B` CONCRETE CRADLE P 5- IM404 E CRIDL CRADI. C I S C MEIN It f 11'; BOT TO„ 1 HEIGHT TOP' 1Rs4TFk C'L�G r uL� - i P _st Itti:i-£_.1 A e+ER GFi .,:A O7H INChc IFOOT OF FI - 2 34 4 a2 D.O95 RS 1.35 15 )5 35..',P 0:I'D C - { ° M .1' I I /Snope b efe no, of I� / mid -point of largest pipe. 6' 4..2 t? S G D,I2N . 24 56 ZI Afi,. -. J f9B ------- fI I-.. 1I ,� � r [[ r: I 6 I. �\ E CI I I. 1 } _"^.: , ' 30TTCI:G r1,' I_ �'!f - CF Ba>.J j �Cr L -- - - - - ,,-- -- -. i - - - - DET.2'i_ r[R' METAL i, T: : n'1D C:p- ''/I_b Ssi"t.j WATFR I,U'A,L T C ;;iFiCE .,A y"r:TH DEBRI'S ' TY P ; 4L S''s`T"i i iNr Ar,! o- �-- 7j• ` � �"`� 3'? B '2t C- 0 ?S 3 I Tx fin 3t BO 430'_ a2 74. _TC. 'II', 61 Cp, 111;l ; II R TE z0AL B- CLASS A3 N B)xF JC r ILSs T! WI G" t = = , THE. PIPE IS A FJ AN EXCAVATED TREFGH THE,V I lIH"' STE 'RAILS MAY CjNP�'.3 l0 THE Tk t H SHAPE I Of FEE "V,iCH MAY B CC'ME ISE GRI CLE FOPi,J1. p p -CONCRETE 7E GRAD IS TO 181E F"z>TALLEG ea'cEP 1'' EhF +E I ENCS D CU WEA AT EACH 5 'Tr':WAATER MA ADA&- 6 3 SP4. Ft. 'C"Iti,.P 1IE rRAO,`:, a' TO BE PAD FGR AS MES Ld IECiJS znRrrE.TL. mc. StdJ I,Aizeo w C,.'Ei« YARDS FQ'? EACH !'IPE LCCA7,Cta :„ �-.- S -Aa PL II.hFI 'AEI DE H1'/EO T✓'. FIT RC.Ial- . T Y h I+PP ' n + 4 5 F6 _ E.1, 8_E. r�_:'Z'�-'r I ROJMO CR. SCUAAE CONE W`AP RPS'uR P'.PE OH S'MIM' ti I'2' MAX,, 6" IM€;N' DR'AW:'tw: IGP':Nr,N.. ThR,.,j „#R 15'A.. N_ --^ Ua- TRIJ TG, s $ _ T r-- E xiFa a \ 'ACK c pit FY' 1f. Ac ? E C*J,.'x"1%R': P� I I N � rdlli F EI E !Y' FROM 'S :h IN BASIN -�I. I 1k I� , -F-"-- - tar +^' G a r I ��-` 1----� (�'`, I .CPS ; LF' i �I- ` I I I F,,9. Y I.I 5, h:A. FR' T 1 L A 7 ' 'Z `t T'i - 4" 1 QJ 1 PYA' N RS > __+ ,� aFFrE 1- I SE PLA,fs F VR $Pd:T I 1'G4,1 4 r ' i _�. --- --0 y E' € `w I s I'1 I `r I i -1 T RCN +kti (j,� r' 8AS8i t I' { 'I' _ i t- --t - ti --{- I I °.I ' -i J1:ti I I I I'� . _ LI.-- -- --- - k V ° I - I' - I I_(,,�-.", -Isu },'.IADP. . Ct£S 1.1 1- I _ DET, !L -OR'' ETETAL PLATE AND SIDE -VIEW :1S':H P�'�?:Flr,, RACK P ! WATER OU.-C,7Y C,1E-u I ETr`i PLATE DvrAiL I [SPZC[ Ji3^ 5 INOE CA a 2ED1 I TYPICAL SII �,' DRAIN E SIRUC:TURE I I C r�' V +Y fti A- C€yV A ID T RPI+I 'TER1�I'GEI11 Cal' (�',�s ETI SFEE S:F-FELT FAi CMI C DEERIS� RALW„ LII PL TE',`'WRATER' CLOLITY Off:CE CO,NCI, TE U A• -+_E I. PER'. 3/Ip3, c OP 5'er,N DRA,sr,A;£ STRUC.OJII[S, . FFM RISFR'. P'^5''3 AND S'If.M 0034E7 p i .GL _ F P P InRE,Jt,. P,4RIM=Isar GF Tar:Ns €xar rF �.f .� _ 0 C I STORMWATER QUALITY & QUANTITY PONE MAINTENANCE PLAN: 1, MAINTENANCE OF SWI POND SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. PROPER MAINTENANCE WILL ENSURE THAT THE SWMPOND CONTINUES TO FUNCTION AS DESIGNED, TO IMPROVE WATER (QUALITY. 2. THE SWM POND SHALL BE INSPECTED AT LEAST TWICE A YEAR BY THE OWNER. THE SWM POND WiLL BE INSPECTED AT LEAST ONCE A YEAR. BY THE COUNTY CODE'S COMPLIANCE OFFICE AND AN INSPECTION REPORT WILL BE PROVIDED TO THE OWNER. RECOMMENDED AND/OR REQUIRED CORRECTIVE MEASURES WALL BE IDENTIFIED. SCHEDULED BIER MAINTENANCE PRACTICES A. WEEKLY (DURING GROWING SEASON), MOW GRASS B. MMPNTHLY: REMOVE DEBRIS AND TRASH C. SPRING AND FALL, REPAIR BARE SPOTS IN VEGETATION AND REMOVE BRUSH, ROOTS AND ANIMAL BURROWS. D. EVERY SIX MONTHS REMOVE ACCUMULATED SEDIMENT AT INLET POINTS. E. EVERY 2-10 YEARS (DRY PONDS) OR EVERY 5-15 YEARS (WET PONDS: REMOVE ACCUMULATED SEDIMENT FROM POND BOTTOM AND CLEAN OUTLET ST'RUCTU'RES. AS WEEDED SWIG POND MAINTENANCE PRACTi'CES - RE -GRADE ERODED BANK SLOPES AND STABILIZE - ELIMINAT 'STAGNANT WATER TO PREVENT MOSQUITO BREEDING HABITAT - REPAIR INLETS, OUTLETS, TRASH RACKS AND 'DAM EMBANKMENTS - IMPLEMENT MECHANICAL AND MAINTENANCE CONTROLS TO MINIMIZE ALGAE GROWTH - AQUATIC MAMMAL CONTROL CONTROL OF WEEDS Rl,;IVISLID ON 3i()3 RL ISsED ON 1004 RFVISLL) ON 7:04 RL',VISIID ON 710.) L -- -------------'---- --._ _..._..-.,-_.--m._._----_- CG -128 -- \ o> - M)tF /Snope b efe no, of I� / mid -point of largest pipe. REINFORCING STEEL 5' -y.-- l y? - I'll M----_gw=y--'' _ 77 W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I o- �-- 7j• ` � �"`� - SLOT Coote BARS A I BARS 8 BARS C BARS D BARS E BARS F III :c \ �- S \\ ca4sswA K '_to- M'kI�->''x ! Ft. �,,-10.. MLN._.-r\'w_l\'\'w` ,,>_ Cv. Yds. Na, tt2: B n No. Lin, Ft. # A -""K� ---=�Uf Lia, FL No-. PERMISSIBLE ,-- -- CONS TRl1CtiON JOINT �, o.(} .a Na. ' . FL MI.N. M M X. o. ? Lin. Ft.� - No. Lin. Ft.* Lbs, B �• � I E3U- "I,I > 2'-6" 1.15 1 •� � _ _ 61 T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 7 I � CROSSWALK � 3 3'_p" A� TANOEIJ7 ALAE! TYPICAL PLACEMENT _ _ AT INTERSECTION S O 7" WHERE STD. WITHIN CROSSWALK - 4' - 1.03 CC -3 CG -7 15 USED. 5 Y-6•' 5 O_-�� `10' .3 NOTES : - 3 3`-2" i QQ STD. CG•2 THIS DESIGN NrOROPORATES A RAMP. FLOOR AT BOTTOM OF TWO SLOPING SIDES WITH 60' X 60" M'N,-UM T-6"3 SPECIFICATION REFERENCE g„ 5 D, CG -2 OR GO G.TNSIDNS. P€ACEMENF OF DRAINAGE STRVCr1RES IS CRITICAL. OR G -G C 4 643 WITH I' r N P. - F R T PRECAST) WI H S IP R CTAP INTEGRAL CURB NM LOO 0 8 CLAS A- t A-4 IF P ELAS L ES AL £ S 3 CON'CR i C€A55 E £ ' 1 p T T w 'GJ SURFACE T RAMP F (RAMP FLOOR MAY 20 4 : 1 M DE EC ABLE ARh G SV A V R' .T ENTIRE WIDTH OF NE FLOOR AIR LOO BE B Ax. .,E CO E C N E D - �- 1 5 ,� q.. PRECAST' OR CAST N PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE T 5 3-6" -�_ FINISH. RATA SHALT. NOT EXCEED A MAXIMUM SLOPE OF 12:1. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS I I SLOPING SIRES OF CURB RAMP MAY BE POURED MONQLITHSCALLY WITH RAMP fL00R. DR BY USING I 3 2 PER)MSSISLE CONSTRUCTION JI7'NT WITH REQUIRED BARS. 3'-6'•3.67 3%; SECTION A -A IE RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 46' F PPECSi RAMP FLOOR. PRECAST CONCRETE SHALL •5 DOWELS,B" LONG SES CMF 8E CAST IN PLACE .PFTER PL ACENT 0 ' i 0 1 A A-4 2 C C-PERMISSNBtE RE,.L.EO BARS ARE IO ISE 10.5 X 8" PLACED 1 -CENTER TO CENTER ALONG BOTH SIOES OF THE RAMP LOPE 12'1 CONST, JGNT 5 5'-6" MAXIMUM FLOOR. M:D-DEATH OF RAM? FLOOR. MNN2drM COIJCREIt COVER 1'/". I - -- d A CONTRACT 17 PR FOR HY R ) CEMENT ,r CURB RAMPS WILL BE MEASURED AN Pu FOR AT 1 IRA_ UN lLES 0 O ACR C Cf E nA cuRe D D e HE .oN 3 3,_2„. CONCRETE SIDEWALK PTC7 EXPOSED AGGREGATE SIDEWALK, COMPLETE -N -PLACE. g_ ,, 3i'-6" ---------- r R TT P • RAMP ARE INP N PAYMENT' CItRB CV B AND GUTTER SLOE TRANSITIONS ADJACENT TO TO CURB 5 E ..Lt�EO E 4 _-1 ( _ FOR CURB/CURE ,,AND GUTTER. TI ti SEC o B e 10' 0. 56 - c 1 r CG -7, F N rw� STANDARD 1 WEN USED N CONJVA.TION .WITH T R _, 7 THE CURB FACE 0 > S G D S STANDARD CUR 0 7 '-6" T AD St" TO MATCH CONFIGURATION. 0 8E JlT c0 C THE MOUNTABLE CURB DO GU 6 0 " ES LIMITS 0, EXPOSED AGGREGATE SIDEWALK CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENI T T P J ROUTE WITHIN THE RIGHT HEY ARE TO PROVIDED AT INTERSECTIONS WHEREVER A ACCESSIBLE OU E Q 7 ERG OF ERSEC ONS mol cfi 3 S-2" WAY OF n HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK S EX6TH4C, 7'-6" 35 © ACCESSIBLE ROUTE S DEFNED AS A CONTINJOLJS PROPOSED,OR NON�XiSTEE11% THEY MUST BE LOCATED WITHIN PEDESTRIN CROSSWALKSAS SHOWN ON PLANS UN085TRUCTEO. STABFIR SLRESISTANT OR AS DIRECTED BY THE -NGPE . AND SLNOT BE LOCATED (EFIND VEHICLE STOP LN S. 12'S 50 HATH PVNECNNG All ACCESSIBLE ELEMENTS O% A Eh1SFINGLl HT POLES. FW£ HYDRANTS. DROP INLETS. ETC, WILL ALSO AFFECT PLACEMENT. 5 b' -S'78 FACILITY THAI CAN APPROACHED, ENTERED AND W-1 " I USED BY PERSONS WITH MOBILITYIIrPAJRMEt1T5. ' 3 3-2" x "" E 'j, "'� PARALLEL CURB RAMP 33 :45 (ACCESS FOR MOBILITY IMPAIRMENTS) LIGHT EXISTING LIGHT POLES. HYDRANTS, DROP 1NLET5, ETI. WILL AL54 AFFECT PLACEMENT. IT OP INLETS, TC FE T USED BY PERSONS Yi:TH MOBILITY IMPAIRMENTS IM 502 -- I1R 1NI,A OEPARTMEN% OF TRANSPORTATION 203.06 5 _ ---- TARLF OF OUANTITIFS TYPE L AREA OF -- \ o> (! .-.---..-_ 7ANDARD PIPE HANGER OR /Snope b efe no, of I� / mid -point of largest pipe. REINFORCING STEEL k ' METAL CLAMPS WITH HOLES W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I fE F 2 I/" DAA,t TER BOLTS NUTS --A - SLOT Coote BARS A I BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT ! Ft. 50, Ft, Cv. Yds. Na, lJo. Ft. No. Lin, Ft. # No. Lia, FL No-. LFn. Ft Na. ' . FL No. Lin. Ft.� - No. Lin. Ft.* Lbs, O! -3A 2'-6" 1.15 2.26 _ _ _0", T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 7 5'-7" 3 3'_p" _ _ _ _ S DRAINAGE TURING SHALL COMPLY. SMITH - 4' - 1.03 2.59 5 Y-6•' 2 `10' .3 S'-7" - 3 3`-2" 4 T-6"3 SPECIFICATION REFERENCE P-6" 4 643 B 71" 00 le+ F ,A I P U SN 4 :tN' r,"O." S f-'.'ERIaD rys,. 1 5 'A2 5 3-6" 65'-" METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS I Ik QW r0 t1 c0 -Ptir „I. 47..At, l:.<z. Pi IST„ i '%iHILF Tr'E 1Ri`a'!N IS BEING OSED FOR t, C'. I 3 2 4 3'-6'•3.67 3%; I. h'f AY LNG QLV I ._D CMD NE' N l,P JP ;t x:ETPt PF AauS NF ANY7, AS SHOWN 46' + P F' TAIL At B. R Ma Pq ," R N Nr 4 L PLAY:. KITH WATER QUALITY ' i 3.48 5 5'-6" t03 I 5,-7,..- 3 3,_2„. 4 g_ ,, 3i'-6" BE INCLUDED IN 1HE BID PRICE FOR STORMWATER MANAG€HENT DRAINAGE $PRli1;7URE. N 4 _-1 Di -39 10' 0. 56 3.90 7 '-6" t 4 6 0 " S'-7" 3 S-2" 4 7'-6" 35 &Aa"' Id '.r t1M"Nr e.+�,. J1,T T -:i .. r ..,...-1----------- - WHEN USED N CONA NCTION WITH STANDARD CG -3 OR CG•7. THE CURB FACE ON THIS STANDARD IS 12'S 50 434 5 b' -S'78 CURB RAMP ARE E T T SO N O PLANS ANS OR AS DIRECTED BY THF I SECTION 4 BE LOCATED AS SHOWN N. iH . ENGINEER. �ECTi N 0 � B W-1 " 5'- " 3 3-2" { 9'-6" 33 OR TRENT, OR AS Of FAC({.,HY THAT CAN DIRECTED BY THE ENGYDRA.PND NOT E LO APPROACHED, ENTERED AND LOOMED BEHIND PLIC STOP LINES. LIGHT EXISTING LIGHT POLES. HYDRANTS, DROP 1NLET5, ETI. WILL AL54 AFFECT PLACEMENT. IT OP INLETS, TC FE T USED BY PERSONS Yi:TH MOBILITY IMPAIRMENTS IM 4.J 83 5 31'-6' 22 (ACCESS FOR MOBILITY IMPAIRMENTS) 214` 705 502 38.42 7.33 5.22 5 - 3 6"- 63 ?3 5'-7' 3' 2'° 4 1316` 6' 3-S' 45 8. 5 r.6S 5 15' e" 3016` 3 5 3. 3'-2" 4 i5 e"- Y-6•' 391 -. 046'• 5 17'-B' 34b'-30" 7" 3 3 - 217 4 t7 6"3-6' 4 1 11-D" 42588. ?..75 3.01 10 1-9" 4 S'-10" 5 5"-7" 3 3'_2'• 'y -g:.- 6 1•fi" 7. 4 -S' 3.6 3,45 10 2-9" 8 `-7'to 6'-U]" 5 , 3 3'-2" 2-" 6 1'-6" 2 m' - 4.5$ 3. 9 10 3'-g" t2 6•-7' to 6'-10' 5'-7" 3 9. Y-2" 3'-9' 6 1' 6" 2 €2' S. 4. 3 10 4,_g„ 1S' g,_7„ g, # , 5'-7" 3 3'-2". g 4,_g•, g y,_g, p 'B OI -3C 74' 6, 4.77 10 5•-9' O S'-7' l0 6'-10" •-7" 3 3'-2" S'-9" 6 5-6" 2 - 6' .33 5-21 70 6'-9" 24 6'-T" to -1 51•7Y 1 3-2'" 6'-4' 6 1 6" 2 - 4 10' - 8,25 5,55 10 7'-9" 25 6'-7" ra 6 -t0' 5 5'^ •' 3 3`-2"". 7'-9" 6 Y-6' 2 - 20' 9.17 6.D9 iD 8'-g" J2 6'-7" to 6'-10' 5 5'-7" 3 3'-2" 8 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. WN N STANDARDS 2. THEAND `H' DIMENSION SHOWN O THE ST ARD AND SPECIFIED ON THE PLANS WILE E FIFFTO FROM THE INVERT RU THE OUTFALL iD TU TOP OF THE STRUCTURE. PIPE E 0 PLAN ' TI ATIN PUS ARE APPROXIMATE ONLY FOR ESTIMATING SHA PURPOSES AND THE ACTUA!- CONTRICNS SHIVA BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Iv HEN SPECIFIED ON THE PLANS THE INVERT IS D B- SHAPED IN ACCORDANCE WITH STN,'GARD IS -1. THE DOST OF FURNISHING AND AZIONI ALL MATEREALS INCIDENTAL 70 THE SHAPING IS TO BE SNC,_UT IN THE BID PRICE FCR THE STRUCTURE, I, THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE 5TRUCTURE. THE 114" STILT Or TIE STRUCTURE .SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT ST,WOIING OR PONEING OF WATER THE STRUCTURE. THE COST OF FURNISHING AM, PLACING ALL MATERIALS INCIDENTALTO TRE SHARING IS YO BE INCLUDED IN THE BID II FOR THE STRUCTURE. a. STEPS ARE TO BE PRORiY FD WHEN IS 4'-0 . H 4R GREATER. FOR DETAILS SEE STANDARD ST-#. B. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. NOTES 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12"70 BE PLACED IN L TO C-OABU AL AREAS ADJACENT TO. ABUTTING CONCRETE TO PREVENT SET ttEMENT, BE W 0 8. 3' DIAMETER WEEP HOLE 70 B_ L CRTED TO DRAIN SUBBASE MATE WAR WEEP HOi,E WITH 12"X12" PLASTIC HPRO NAE E CLOTH '/4" MESH OR GALVANIZED STEEL WiRE,M!NFMUN WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH AO EMILY TO T14E OUTSfCE STRUCTURE. OF THE STRUCTURE. ' 9- ALL R WORCRY STEEL SHALL HAVE A MIN. COVER OF 2". - 10. ALL REINFORCING STEEL TO 8E CUT CLEAR OF ALL OPENINGS BY 2". it, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSD. PRECAST CONCRETE IS TO BE 4000 PSI, 12. LENGTH OF PLANILI Will, IN EVERY CASE, BE SHOWN13. IF INLET IS CONSTRUCTED N MEDIAN CURB OR WITH INTEGRAL CURB GUTTER IS TO BE OMITTED (SEE DETAIL), 14. STANDARD INLETS MAY BE (INSTRUCTED- V64 CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -MB, 15, THIS AREA MAY BE EARTHEN, IN WHICH CASE Tf .EXPANSIONJOINTS WE L APPLY ONLY TO CURB AND GUTTER. SHOWN ARE FOR DEPTH 76. CONCRETE QUANTITIES aPE t E (H) OF 5'-2" WITHOUT PIPES. D UCTED Y PIP -5 MUST 8E DEDUCTED TO P ACED B c AMOUNT DSL OBTAIN TRUE Q JSOECPV. LETS OF UERENTDEPTHSC.ADDSUBTRACT 0,3 2 C.f CONCRETE FOR EACH FOO T OF DEPTH.' F F 014 T SHOWN ON SHEET 1 17. LENGTH 0 ANI R OF 2 IS TO 8E L+t6" AT 4.70 L8SlFT.. IS. # DENOTES LENGTH OF ONE (f) BAR. 14, ALL REINFORCING BARS TO 8E45. 20, WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM. TO PROPOSED CURB. Shoot 1 of :, `STANDARD CURB DROP INLET 12" - 30" PIPE' MAXIMUM DEPTH (H) JR B` 332 € VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEE As i 2216A 7. 4 x B" SMOOTH DOWELS AT APPROXIMATELY D.k_E _ ._. -.-_ -_-_,..-_w -- \ o> (! .-.---..-_ 7ANDARD PIPE HANGER OR /Snope b efe no, of I� / mid -point of largest pipe. s . STREET k ' METAL CLAMPS WITH HOLES W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I fE F 2 I/" DAA,t TER BOLTS NUTS --A - //' � 3" MIN. DIAMETER T 40 ORIFICE i "`gC;:=: 9- - /I sa_ TUBOUT.S. LE,N LE LD STEEL SEINED, li ii I I t FOOT. MFT. L€NGTH TOP OF { j p - -� $TRUCTUR€ ELEVATION 71 I s 6. IIMEA ! R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 --r-------------' POLYETHELENE C?u � I j - PLAN VIEW 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 ) TERtPDRPRY I a 1 €, SSCRACE 1 3 DEWATERM11 #,mT-_.:.__ .»,�.______�_, 3rI �/ I--4 „TORAE REYJCE I i I " METHOD OF TREATMENT IN DROP INLETS ( -"''a - } r - ''--8' DIAME T€R eEF3f0nAT Ell '°c'"-4s/J, I _ `;I FOLYETHY!.ENE RAINAOE ._ - �_ 7+'-_a '1,18'N:r �� -: �2 -==f-"_T" I .... __----. 2 _ {-�T- - t " --""91 t R I -- k .den (eff-f stun o1 pipe ore -.-_ 7 13 '11 I INCREASED TO 7". wN£N ST'D. CG -11 15 USED FOR ENIRANCES BOILI IN CONJUNCTION WITH VOOT PROJECT5,PLEASE ,NEP _ I I__'�� moi -�~ -!_ ,r,�-Y7ATERTPGHT FLEXIBLC ,,"lE�AT ON _I -_i i_ TEMPORN2Y WATER l" - �-'- 1 x COUPL@IG FOR 8" DiA. i r - J, E QHALfTY "Or POLY 1• t 3 I 8 Mr - x ix. --- -- _D SLOPE CHANGE - - jMIN. 40-M•.N,FOR STREET-'-�-._ti p ON F T N O _- _�, , ti_ -- -_n - . � _- -H EL'I TUFANC l .,- I COVER PLATE I ��I r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / (. 1 st III I I PERMANENT WATER I LET PIPE I j „ � -8" DIA, SOLID POLT'CT "" El` I I i DO TY ORir:i:E + E poe`i:ANO 1 DRAINAGE TUBING I p I T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 14"k 1 1 I -WATERTIGHT FLEXIBLE CGUPLNC FOR I i /}'� RADIAL CURB OR COMBINATION CURB I DIA STEEL E TO I- GUIDELINES FOR GRADE CHANGE D `-- - - - - -' 8" DTA PCLYETHELENETUBING - - - - - f ref 1I kn e loin I]jdrnBt r dJ,d c00fIS Sbne br0 a M1Ce INpeen OM e a f I 1 I DRAINAGE TURING SHALL COMPLY. SMITH REPLACEMENT PURPOSES. IslEnte oll.11.6th- in ..' o! nand Iro.ellMq. Normo at Ins tooarte t4pregme MOR reman exposed SIDE VIEW ASTM F667 OR AASHTO M294, FRONT VIEW STORMWATER MANAGEMENT DWI of invert v4pintl os It. 1'. hereon. are fa example p exaposes only. '--'----. WHEN USED N CONJUNCTION WITH ST ARD -CO DFITAE STRUCTURE(TYPICAL DETAILS) (TYPICAL DETAILS) IS7D.SwM-1 rfP1cA 7 ENTRANCE VOLUME DESIRABLE MAXIMUr.F PNTE'S I PLAN SECTION 8-8 1 1; THC P OETA A- TO 6r- USO 7J MO.i Y F". NT TORMWATER MANAGEMENT MOUNTABLE CURB COVFCURATION SEE 57N•.Or..p CG 2 C 8 RAU , TO OL USCI :NITS t 15 ;t P.'NOA2D, SPECIFICATION REFERENCE VAINAII -T 2LCTL.f wil fc Hk TOPMKA E tIAN'1c M£idd a :'ty 15 TO DE USED FOR LOW ,LESS THAN 500 'NPD) 5 G Y S k * PLANS ARE TO !NDN ATE WHEN CONSTRVC TIEN OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. B 71" 00 le+ F ,A I P U SN 4 :tN' r,"O." S f-'.'ERIaD rys,. 1 A, GRAQ3 OTi,flFAWAAT R fnAl,i,tiiE'/SFT-- BA!i'N x•.r .;...)nix in FII PMIS, 1 s. G Nt ClL HENT 'J4Aa£R DUALITY - 1Tjt -r ST j'E R- i1kAI TfiANILE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS I Ik QW r0 t1 c0 -Ptir „I. 47..At, l:.<z. Pi IST„ i '%iHILF Tr'E 1Ri`a'!N IS BEING OSED FOR t, C'. I 502 3 FOR 11�.N- - 1t O.v r4. E 43 !, I. h'f AY LNG QLV I ._D CMD NE' N l,P JP ;t x:ETPt PF AauS NF ANY7, AS SHOWN VIRGNMA DEPARTMCNT OF TRANSPORTATION + P F' TAIL At B. R Ma Pq ," R N Nr 4 L PLAY:. KITH WATER QUALITY ' i E L.d ) L4t.. rt L€' 1 NT CONTROL. II11M D I.- SED M€ ;y -,rt A; lP geVLE „/ All Fit' i ItJ Eit ,';TH Y - a 58A fC _ n NACi I€Fir DRAINAGE I f`1 TL ,Ls F !P Y W TRI - MCIPI ES S- Ii t 0. COST 4 TEF. DRPR DE A € NC L`EVII:E A.'i' 'F'rFFA' P HE A.E D , ,.,WRY L„, n .1 BE INCLUDED IN 1HE BID PRICE FOR STORMWATER MANAG€HENT DRAINAGE $PRli1;7URE. N 7. THE TEMPORARY' 5" DIA, POLYETHELENE DRAINAGE TUBING IS 'TO BE SOLID FOR THE LENGTH 13ELOW W£T STORAGE ELEVATION AND IS TO BE PERFORATED ABOVE THE WET STORAGE ELEVATION. THE COUPLING IS TO BE WAFER71GHT, I LONG C -C CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12:1 PERMISSIBLE CONCRETE SIDEWALK AND EXP05EO ACGRECA7E SIDEWALK, COMPLE IS -€N- PLACE, It'm MN SQE F EREN I R£r"s[nr; S 5 ORIIA 1 ATE R �i!A�'af I 'PH A; F , lWM) DETAILS 1 - R} u 3^ca SDz &Aa"' Id '.r t1M"Nr e.+�,. J1,T T -:i .. r ..,...-1----------- STORMWATER BASIN GONSTRU1.3 T ION STRATEGIES: 1, CLEARING AND GRUBBING -THS, 1 R« A WHEIRE IIIc1041, BASIN EMBANKMENT IS TO} BE, CONSTRUCTED SHALL BE CLEARED ANIS GRUB'P � QED IN ACCORDANCE WITH SPECIFICATIONS. 2. TO THE EXTENT PRACTICABLE, ALL SWM BASINS SHALL BE CONSTRUCTED AS THE INITIAL PHASE OF THE EARTH MOVING ACTIVITIES. DURING PROJECT CONS,. UCTION, THE 3" ORIFICE IS TO BE TEMPORARILY BLOCKED IN ORDER TO PROMIDE A SEDIMENT BASIN. SEDIMENT ACCUMULATED IN THE BASIN SHALL RE FBF:€COVED AL:N THE SEDIMENT REACHES A;aPROXIMATELY ONE- HALF OF THE VOLUME CAP ACC f AND DISPOSED OF AS APPROVED OR DIRECTED BY THE ENGINEER. 3 WHEN PROJECT CONSTRUCTION iS COMPLETE TO A POINT WERE NO ADDITIONAL SEDIMENT FROM THE PROJECT IS EXPECTED TO ENTER THE BASIN AS DETERMINED BY THE ENGINEER, THE BASiN SMALL BE CLEANED OUT TO THE ORIGINAL ELEVATION, THE AREA STARI .IZED AND THE 3" ORIFICE. SHALL BE UNRL' DCI%EG, 4. SSE T' SIS SHEET I'OTAII S AND VOT ROAD AND BRIDGE STANDARDS VOLUME 1, DATED 2001 FOR DETAILS NOT SHOWN. REVISED ON 7.01 RE'VIiiD ON 3;a3 RL`,V1SF) ON I Od RVIVISED 0\' 7 01 RE VISu) ON 7/05 7. 4 x B" SMOOTH DOWELS AT APPROXIMATELY CC -)2C -'"�"`'��'- 4-M, J- -- \ o> \-,.'A M \ h /Snope b efe no, of I� / mid -point of largest pipe. s . STREET )i1� 1 V . -- W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I om 12I 4io a - 5' M)N. � X ; o ' SECTION C -C R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 _ -,- -- ,-"__ X'( t ^- ---- ------^-_-'_ CROSSWALK ,l�-- PLAN VIEW 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 " -.- " METHOD OF TREATMENT IN DROP INLETS ( .-LAIN..- - _ AT 2" HIGHER THAN -V EDGE OF PAVEMENT - __7 \ ATX, X; SAME AS ©WHEN THE ENTRANCE RADUCAINOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HCAVY T PTH FOR SIDEWALK R .RUCK TRAFFIC,NHE DE6 CB. B K A P WITHIN T LIMITS OF THE RADIISHUULD 8E ftM5Vr H H_ .den (eff-f stun o1 pipe ore TOP OF CURB F 8 X MA%, Ef7G_ OF FLOW ER OR _ D P CHAN__ _ .._. OPTIONAL FLOW UNE LDC GE � -- ___ _ D MAIN€rNF ROWWAY '--'-"""^--------- INCREASED TO 7". wN£N ST'D. CG -11 15 USED FOR ENIRANCES BOILI IN CONJUNCTION WITH VOOT PROJECT5,PLEASE ' CROSSWALK 8 Mr - x ix. --- -- _D SLOPE CHANGE - - jMIN. 40-M•.N,FOR STREET-'-�-._ti p ON F T N O s,"' p TYPICAL PLACEMENT r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / e 'o ?��, AT INTERSECTION T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 14"k �� - WITH BUFFER STRIP SECTION A - A /}'� RADIAL CURB OR COMBINATION CURB 5 ��� GUIDELINES FOR GRADE CHANGE D C'B 7" WHERE STO.CG-3 CO -7 IS USED. ION f ref 1I kn e loin I]jdrnBt r dJ,d c00fIS Sbne br0 a M1Ce INpeen OM e a f I 1 I 3 g• M1 c �� IF -9, 51.0" REPLACEMENT PURPOSES. IslEnte oll.11.6th- in ..' o! nand Iro.ellMq. Normo at Ins tooarte t4pregme MOR reman exposed STD. CG -2 DWI of invert v4pintl os It. 1'. hereon. are fa example p exaposes only. '--'----. WHEN USED N CONJUNCTION WITH ST ARD -CO MAX,OR CG -6 A ALTERATIONS 4R CG - - STD, CGft�� ENTRANCE VOLUME DESIRABLE MAXIMUr.F TC :i PLAN SECTION 8-8 4' .IN. S': O" 4' MIN. MOUNTABLE CURB COVFCURATION SEE 57N•.Or..p CG 2 C 8 RAU , TO OL USCI :NITS t 15 ;t P.'NOA2D, SPECIFICATION REFERENCE 55 7 LOW ,LESS THAN 500 'NPD) 5 G Y S k * PLANS ARE TO !NDN ATE WHEN CONSTRVC TIEN OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. JOINt 8 NOTES : SECTION ON A -A 8 THIS COMBINED P OIVB EO ( AR hLLEi &PERP I AR ENO LUL ) OE SIGN FQR PLTEC CAN 8E USED WITH A'LJOINe.0 BVFFER STRIP, LANDING Ai BOTTOM DC 31YC SLDPNC $IDE$ WITH 60" X 60"' M31. SIDES AZCON'5"TjRI METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS DIMENSIONS, THE SHORT PERPENDCUtAft N TRUV 5C ED iPE iR FS EE CAN B PR T T£ OEC ED BY A APMIDSETBPOK 502 r i 'E T OR,O +hE i TCED O THE S)OEW K WITH Ph wnRAL ED SURFACE. CURB RAMP FLOOR TO BE CLASS A-3 CW+CRETE (C A A -a rc- PRWITHL 55 E IPSL R TAUT 7ESIS eV EGRAP• VIRGNMA DEPARTMCNT OF TRANSPORTATION DETECTABLE WARNING SURFACE COVERING THE ENTIRE w:CTN OF THE RAMP FLOOR (RAMP FLOUR MAY 6E RAM FLO PRECAST OR CAST PN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH, RAMP SHALL NOT EXCEED. A MAXIMUM SLOPE OF 12:1. A SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLHwCALLY WITH RAMP FLOOR OR BY USING P ERMISSIBLCONSTRUCTION CON MOTION ! T 'i JON WITH REOVIR£ BM D S. TANGENT P AN R RAMP FLOOR S PRECAST, FLARED SEES >� LIMITS HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT RETE OF EXPOSED AGGREGATE SIDEWALK CAN BE CAST 1V PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, S14 REQUIRED BARS ARE TQ BE NO.5 X 8" PLACED. VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 05 DOWELS. B" FLOOR, MV -DEPTH OF RAMP f 0OR. MNiMUMCONCRETE COVER 1'/ 7 . CURB RAMPS WILL E A d 12" MEASURED AND PAID FOR AT THE LONG C -C CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT SLOPE 12:1 PERMISSIBLE CONCRETE SIDEWALK AND EXP05EO ACGRECA7E SIDEWALK, COMPLE IS -€N- PLACE, //' CON 7 TI N f CUt7 / S RUC 0 JOINT D CURET AND 7 - GU TER -SLOPE TRANSITIONS I S T N NT T T MAX(u D S ADJACE O 0 CURB RAMP W UM S ARE CLtJ-JEO N PAYMENT _ FOR R l CV B CURB AND GUTTER. K- GU E . U - WHEN USED N CONA NCTION WITH STANDARD CG -3 OR CG•7. THE CURB FACE ON THIS STANDARD IS 1. I• TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMP ARE E T T SO N O PLANS ANS OR AS DIRECTED BY THF I SECTION 4 BE LOCATED AS SHOWN N. iH . ENGINEER. �ECTi N 0 � B THEY ARE r0 BE PROVIDED AT INTERSECTIONS WHEREVER PN RCCESSAaLE ROUT£. ® WITHIN THE RIGHT OF Fit ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF UNODSTRU T WHETHER SIDEWALK IS EXISTING. AND SLIP RESISTANT THEY MUST BE LOCATED C E0,STABLE. ACCESSIBLE PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS P 4T I H CONNr TING NOBY C ALL ACCESSIBLE ELEMENTS OF A OR TRENT, OR AS Of FAC({.,HY THAT CAN DIRECTED BY THE ENGYDRA.PND NOT E LO APPROACHED, ENTERED AND LOOMED BEHIND PLIC STOP LINES. LIGHT EXISTING LIGHT POLES. HYDRANTS, DROP 1NLET5, ETI. WILL AL54 AFFECT PLACEMENT. IT OP INLETS, TC FE T USED BY PERSONS Yi:TH MOBILITY IMPAIRMENTS IM COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP r,E-Irf: rm`e:w' (ACCESS FOR MOBILITY IMPAIRMENTS) 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 705 502 It I -,V 157?1.) 7A) I -- 7. 4 x B" SMOOTH DOWELS AT APPROXIMATELY _,_-- %{•x4" ADHESIVE BOLT, SVJM.OR -- \ o> CG -11 /Snope b efe no, of I� / mid -point of largest pipe. s . STREET - W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I IRPD:US TO BE AS : 4' SURFACING A4 ANl ^NE SI -OWN ON PLANS) S'OEWAL}( A ROADWAY , , IRADIVS TO BE AS _______ ________ __,. ``>HOtY,V ON PCA($) 2., ST'D CG -f2--. JSRADIAL COMb'IYAT OCN F?.1I B CtNtI AND II / I i! -__ •e5 T - CLASS A3 , b ..:i - ' b- , -7„ a' >DEIYAK' -o.n' H - .) - I Es O vit 's6 --4 a P' O T.ON CO" R iE AL ���\// •C E 6" \ 6" 4 4 T LOW E E �-.b._. EXP,LNSIOfP dCJNi- '7'I -EXPANSION JOINT A - - -J of NOI r. MUTH 8" 2'-0" OR AS ra MANJLNE ROADWAY SHOWN ON TYPICAL SECTION. SECTION C -C R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 '�" DIPk(ETEH BARS 04 l' THICK HIGH DENSITY PSLY MH NCM T N7 S F DEBRIS E f AL 0 PLAN VIEW 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 METAL LVAPONE RACK MUST NOT 6 CALYAN!Z D. S E E PLATE R r'' " METHOD OF TREATMENT IN DROP INLETS ( a CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. 10' P RA I V A BOL C CUR E ©WHEN THE ENTRANCE RADUCAINOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HCAVY T PTH FOR SIDEWALK R .RUCK TRAFFIC,NHE DE6 CB. B K A P WITHIN T LIMITS OF THE RADIISHUULD 8E ftM5Vr H H_ .den (eff-f stun o1 pipe ore a .THE LOCATION 4F THE DEBRIS RACK HOLDER DE FRONT VIEW L R F 8 X MA%, Ef7G_ OF FLOW ER OR _ D P CHAN__ _ .._. OPTIONAL FLOW UNE LDC GE � -- ___ _ D MAIN€rNF ROWWAY '--'-"""^--------- INCREASED TO 7". wN£N ST'D. CG -11 15 USED FOR ENIRANCES BOILI IN CONJUNCTION WITH VOOT PROJECT5,PLEASE S'.DE VIEW F BOLT ADL E 0 LD MAY BE AfIR IA9LE C €ONS - YAR CONDITIONS, 8 Mr - x ix. --- -- _D SLOPE CHANGE - - jMIN. 40-M•.N,FOR STREET-'-�-._ti p ON F T N O NOTE THEFOLLOWING: X`X. TON"T:E: PAVEMENT SHALL BE Y SUBGUCTEO TO THE R!W LIPS (EXCEPT ANY SUBGRADE T, N R FOR IN S ',BEL Z D sou e0 o MAINLINE r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / O'9ESRhBE FOR CDMMERC3h ENTRANCE T A OMITTED PAVEMENT WHICH CAN BE OMHFED JN THE ENTRANCE.) 14"k 4 - " - SECTION A - A /}'� RADIAL CURB OR COMBINATION CURB ❑ D i_..A L,.J U ❑ 1J ? t- GUIDELINES FOR GRADE CHANGE D v1v EYONID GUTTER SHALL INE EXCEPT SO�RUCTED f ref 1I kn e loin I]jdrnBt r dJ,d c00fIS Sbne br0 a M1Ce INpeen OM e a f I 1 I o❑o©c❑-1{❑-� REPLACEMENT PURPOSES. IslEnte oll.11.6th- in ..' o! nand Iro.ellMq. Normo at Ins tooarte t4pregme MOR reman exposed -- BI ❑❑ ❑QDE3L, -7 DWI of invert v4pintl os It. 1'. hereon. are fa example p exaposes only. '--'----. WHEN USED N CONJUNCTION WITH ST ARD -CO TOP VIEW � ❑❑ELCUO ENTRANCE VOLUME DESIRABLE MAXIMUr.F CG -3 OR -7, THF. CURB FACE ON TMS STANDARD IS TO BE ADJUSTED 1D MATCH THE PLAN SECTION 8-8 IJ 1 HIGH1A10R< kA SUQ VPD) 0 Y. 3 ; ME(YUM (500-1500 vP0) > 3 k 6 MOUNTABLE CURB COVFCURATION SEE 57N•.Or..p CG 2 C 8 RAU , TO OL USCI :NITS t 15 ;t P.'NOA2D, SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS LOW ,LESS THAN 500 'NPD) 5 G Y S k * PLANS ARE TO !NDN ATE WHEN CONSTRVC TIEN OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. T P TO HINGED TO ALLOW w �y:r- ACCESS TO WATER DUALITY - RIFT (r NOTE ) ORIFICE SEE O E 3 � OPTIONAL FLOWLINE MAY REOtP.RE 1YARPIIG OF A PORTION OF GUTTER TO PRECLUDE FOND"NG. OF WATER, SPer 1CAi10N REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS SEE NOTE 2 ❑QDLl❑ CI , 502 AND COMMERCIAL ENTRANCES 1�2%5 SQUARE OR ' ❑❑❑i]flr� 3" GA. HOLES VIRGNMA DEPARTMCNT OF TRANSPORTATION 203'04 _ D❑©CJ©❑C� I t-01 t _ - I..D,. MIN. I I -- "I _. "'I�� Z0„ 13" -"--' 4'-O" SO. -.; , I I Ii SO - !Q INSERTABLE SHEET isd2216A )11:3: 1.1% F' vNGeD LOCKABLE ACCESS r es s DOOR SMITHI A MI nM VM 2` xP SfNALL Er: PROVIDED ON ALL TRASH RACKS. 2'CLLAR OPENING, HIGH DEN 1 STY P GLYCTHY t N _E E 1MAPPROX. ADT, LBS.) 95 ,,-'--(TYP, %1' DIA ?STEEL BAR -2" 1 Y7" STF_EL PLATE IEEE 4'-O" So. j i i+ ' 5'-4" SO. ( 6^ LG, BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS TYPICAL 8 E CES EO ALL P A U Y �P ?A SPACED ON AN "E' D 6 C MEAL T (STEEL) APPROX. IVT, tL " 88 STORMWATER MANAGEMENT (SWM) DETAILS TRASH RACK`<<, V5,io FOR STORMWATER MANAGEMENT DRAINAGE STRUCTURES 3Dz GO113 VIRGINIA DEPARTMENT OF TRANSPORTATION '/z SECTION CAST IRON SECTION STEEL. L 2%2" x 2Yz" X'/." T'-4" Fong .aidod Wald oU onnectore to i3OL.r NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE 5TAKOARO GI -1A 2. THE H' DIMENSION SHO'W'N ON THS STANDARDS AN SPECIFIS ON TH£ PLANS WILL BE MEASURED FROM THE IWERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. RE AN H DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND Tl'- ACTUN, DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS, 3. WHEN SPECIFIED ON THE PLANS THIS INVERT IS .I/2" X " 4. IN THE EVENT THE !VERT QF THE OUTFALL Stud Shear PIPE IS HICHER THAN THE BOTTOM OF THE connoctors STRUCTURE,THE INVERT OF THE STRUCTURE SHALL DE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONONG OF WATER IN THE STRUCTURE. THE COST OF FURtirSHING AND PLACING ALL (MATERIALS INCIDENTAL TO INLET SHAPfNO IS TO BE INCLUDED N THE DO PRICE FOR THE STRUCTURE. `llDEC WHEN H IS 4'-0" 5. STEPS FRE 70 BE PRO OR GREa7ER, FOR O;.TAu.S SEE STAPCPr^D ST -1- ,7� I"- 1. .,-_rD I sE (cT1aN ,a -A -j CONCRETE QUANTITIES O F t AN IES F R MIN DEPTH I-- --i -II-� 12" "IEra,7s P;Po - L4480 CIAYde. Cannata, SECTION C -C 6, THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE SECTION 7. 4 x B" SMOOTH DOWELS AT APPROXIMATELY _,_-- %{•x4" ADHESIVE BOLT, SVJM.OR 12" C -C TO BE PLACED N ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT \ o> SETT LEMEN7, IN LIEU OF DOWELS A 2'X4' /Snope b efe no, of I� / mid -point of largest pipe. NOTCH MAY BE PROVAED. EEE STANDARD T -M-3,4 FOR ALTERNATE LESIGN, - W writ X1VA (ZED G 0. 3" GAM£TER EEP OLf I F 2 WARE CLOTH MESH GALVANIZED HA'20 � /t I I I ISH - 2�i Y" VIA L COST OF DEBRIS RACK. METAL PLATE, AND DEBRIS ) HOLE RACK HOLDER TO DE WLLUDED IN THE BPO PRIZE '%z1'x1'/" �7 �R(�1�T�P�p(� "-"' FOR THE SWM GRNNACE STRUCTURE. BGET LIRE_"-" AM STEEL WIRE MINIMUM DWA DIAMETER OAT', NUMBER 4 E ANCHORED - 2. EBRiS RACK MAY BE F�Y'ATEO FROM WELOED g THE S FIRMLY TO THE OUTSIDE OF THE STRUCTURE. THE O TSDE R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 '�" DIPk(ETEH BARS 04 l' THICK HIGH DENSITY PSLY MH NCM T N7 S F DEBRIS E f AL 0 .:D.3,4,' "' ! A "Musa Pipe. SECTION A -A 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 METAL LVAPONE RACK MUST NOT 6 CALYAN!Z D. S E E PLATE R r'' " METHOD OF TREATMENT IN DROP INLETS ( (3000 PSI). PRECAST CONCRETE IS TO BE D SIGN APPROVED BY THE NGWEER. �, E AS R ED E 4000 PSI. .den (eff-f stun o1 pipe ore a .THE LOCATION 4F THE DEBRIS RACK HOLDER DE FRONT VIEW L R enSonn Rn". 10.INY ALTERNATE METHODS Of ANCHORAGE S'.DE VIEW F BOLT ADL E 0 LD MAY BE AfIR IA9LE C €ONS - YAR CONDITIONS, .',1,11 �' \ MEETING HE APPROVAL OF THE ENGINEER - r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / DETAIL EOR' DEBRIS RACK HOLDER RtoDEBRIS RACK RACK HOLDER A.NDOED TO THE ALL HARDWARE TSE SUBSTITUTED FOR THE CAST IRON },VrY 8E SSHOW TU ER ft LUGS h5 SHOWN HEREON. 14"k 4 - " - opiti FI soectal Mo:rag. The Ui'rn t Ma,'u g os detolbd SECTION D -D 15 concrei}n p'pe - 1 52 '1. s. o.110 a 1 e 6 u. Y . sta 16" ccncrelte PP - y. 2D aCana G d 24'• tanaroe}e pipe - 7.617 cl,. Yds. conarote GRATE DETAIL Add 10.469 Cu. Yds. Per ad15tf'ono1fo0 o1 d th, APPROXIMATE WEIGHT op C,I iron Grata 353 k y6 Ibo, SPECIPILATION STANDARD DROP INLET "2#1 - 2411 PIPE: MAXIMUM DEPTH (H) - 101 233 Y+RGRJ€A DEPARTMENT' OF TRANSPORTATION 302 INSERTABLE SHEET isd 2209 _,_-- %{•x4" ADHESIVE BOLT, SVJM.OR \ o> SELF-LOCKNG IFEX, NUT, „F----�'- - FLAT 'NASHER. 1 /Snope b efe no, of I� / mid -point of largest pipe. V/211 I I I ISH - 2�i Y" VIA L COST OF DEBRIS RACK. METAL PLATE, AND DEBRIS ) HOLE RACK HOLDER TO DE WLLUDED IN THE BPO PRIZE '%z1'x1'/" �7 �R(�1�T�P�p(� "-"' FOR THE SWM GRNNACE STRUCTURE. BGET LIRE_"-" I I - 2. EBRiS RACK MAY BE F�Y'ATEO FROM WELOED g R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 '�" DIPk(ETEH BARS 04 l' THICK HIGH DENSITY PSLY MH NCM T N7 S F DEBRIS E f AL 0 .:D.3,4,' "' ! A "Musa Pipe. SECTION A -A METAL LVAPONE RACK MUST NOT 6 CALYAN!Z D. S E E PLATE R r'' " METHOD OF TREATMENT IN DROP INLETS ( 3.DESRIS RACK TO 8E HINGED AS SHOWN OR '-- -_-_- CONTRACTOR MAY SSTOSTITUTE A COWPARA.BLE D SIGN APPROVED BY THE NGWEER. �, E AS R ED E .den (eff-f stun o1 pipe ore a .THE LOCATION 4F THE DEBRIS RACK HOLDER DE FRONT VIEW L R enSonn Rn". S'.DE VIEW F BOLT ADL E 0 LD MAY BE AfIR IA9LE C €ONS - YAR CONDITIONS, .',1,11 �' \ ON TO METRA: PLATE SIDE VIEW PLATc 7 ��%j BCIA. BOLT LOCATED 04 BOLT IS LES THE METAL r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / DETAIL EOR' DEBRIS RACK HOLDER RtoDEBRIS RACK RACK HOLDER A.NDOED TO THE ALL HARDWARE TSE d In n a 1 t ' b ed GJd Iructe Otfand0 tt Morroi w KJft n be torrn carts drop > �/, �..:.... TO BE CALV;NIZED, opiti FI soectal Mo:rag. The Ui'rn t Ma,'u g os detolbd ❑ D i_..A L,.J U ❑ 1J ? t- t S ea re ole mn beu it f2 'Sof ar Goss p3 or ClaasC eaa ha to w Y P p q fl jf / Tf � f ref 1I kn e loin I]jdrnBt r dJ,d c00fIS Sbne br0 a M1Ce INpeen OM e a f I 1 I o❑o©c❑-1{❑-� IslEnte oll.11.6th- in ..' o! nand Iro.ellMq. Normo at Ins tooarte t4pregme MOR reman exposed -- BI ❑❑ ❑QDE3L, -7 DWI of invert v4pintl os It. 1'. hereon. are fa example p exaposes only. '--'----. TOP VIEW � ❑❑ELCUO porfiNlw Inlet and antes tonfiqunotion and flaw Iii, --- - o OP TO BE HINGE TO ALLOW ❑ctoano❑ ACCESS 10 WATER ORIFI CE PLAN SECTION 8-8 (SEE HOLDER OETRIt. ABOVE) ❑ rJ ❑ ❑ II II CJ SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 T P TO HINGED TO ALLOW w �y:r- ACCESS TO WATER DUALITY - RIFT (r NOTE ) ORIFICE SEE O E 3 � ,5 P� � ❑ ❑ d/ti' DIA. BARS 7 NOT CALVAPIZEO 0� ❑ I� ❑ E1� ©IJ SEE NOTE 2 ❑QDLl❑ CI , I ED] ❑❑D - 1�2%5 SQUARE OR ' ❑❑❑i]flr� 3" GA. HOLES © ❑ 11 C1 173t1 SEE NOTL 2) _ D❑©CJ©❑C� I t-01 t _ - I..D,. MIN. 1 SIDE VIEVIV t METAL FRONT VIEW HIGH DENSITY POLYETHYLENE DETAIL, FOR DEBRIS RACK (FOR WATER QUALITY ORTTICE7 SHEET 2 OF 5 1dTLI£KC�ILQFKAL_ STORMWATER MANAGEMENT (SWM) DETAILS DEBRIS RACK, M£TFd, PLATE, WATER QUALITY ORIFICE. CONCRETE CRADLE 302 - (FOR SWM DRANAGE STRUCTURES, SWIMRISER PIPES AND SWM OAMS) REV, 3/03 VIRGINIA DEPARTMENT OF TRANSPORTATION 115.05 IS -1 \ o> /Snope b efe no, of I� / mid -point of largest pipe. )I 1i I I I I I I . i'; Snipeb torndor A"I\ . of pipe. I hti 1 R " / L�__"__.." n ' r . ' .`fr4 ''"`-slope ip dlCin to ir^Mrt a1 .:D.3,4,' "' ! A "Musa Pipe. SECTION A -A I " METHOD OF TREATMENT IN DROP INLETS ( TranaiN. bet.- pipe diameters .den (eff-f stun o1 pipe ore enSonn Rn". AA..,, 0 .',1,11 �' \ r NOTES r� nt and inlet es NPs 1i.do r, PT. With this drawirtq ' c . �� `�N Qtoae ° '� ° p1YCi n rd apply fo IAose structures specrdied on pions or where \ o � f oulNet pipe. m to Qq of to Invert o1 pipe is abo.o invert of structure. / d In n a 1 t ' b ed GJd Iructe Otfand0 tt Morroi w KJft n be torrn carts drop > �/, �..:.... opiti FI soectal Mo:rag. The Ui'rn t Ma,'u g os detolbd 10 cio einti of 0 heredl Fe to [OMi11 of d Parlidn0 Cemenl Coxrete miX fontpming 19 _ horn I f� t S ea re ole mn beu it f2 'Sof ar Goss p3 or ClaasC eaa ha to w Y P p q fl jf / Tf � f ref 1I kn e loin I]jdrnBt r dJ,d c00fIS Sbne br0 a M1Ce INpeen OM e a f I 1 I or block. TAB s rtdacs shall 9. left means a broken ! ' ! �^ x'.. f,•':. ° IslEnte oll.11.6th- in ..' o! nand Iro.ellMq. Normo at Ins tooarte t4pregme MOR reman exposed DWI of invert v4pintl os It. 1'. hereon. are fa example p exaposes only. '--'----. Etch monh04 or drop Intel Is to Mo MOPed Fndivid.ILY la best fit the - porfiNlw Inlet and antes tonfiqunotion and flaw Iii, --- - PLAN SECTION 8-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION F 106.08 CONCRETE SLAB WITH #4's @ 16" O.C. EACH WAY 3/4" , ON 6" LAYER COMPACTED VDOT #21B CONSTRUCTION NOTES.-, 1 �$-- .- _ AGGREGATE SUBBASE 1/4-R, TYP. SEALANT N 3/4`046" SMOOTH DOWELS @ 12" Q.C. PROVIDE 2" DEEP LIGHTLY GREASE ONE END #5x2'-6" @ 30" O.C. 1. CONTRACTOR MUST CONTACT "MISS UTILITY" TO FIELD VERIFY LOCATION OF fAWCUT AND SEALANT UNDERGROUND UTILITIES 48 HOURS PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 4 4. �, 4 Q 4+ q a 2. ALL PAVEMENT AND CURBING WHICH HAS TO BE DISTURBED FOR THE PLACEMENT OF UN °°' UNDERGROUND UTILITIES (0R OTHER IMPROVEMENTS) SHALL d d � ., 4 BE REPAIRED/P ATCHE'D TO MATCH EXISTING SECTIONS, COLORS, & TEXTURES. ¢ 4 C14i 112" 3. INHERE NEW OR REPAIRED ASPHALT ABUTS ADJOINING ROADS ETC,. ROADWA-t Y '� ' C©�0O�o o 0 ) �Goo a0aSHAH BE MILLED (A MINIMUM WIDTH OF 10') TO ACCOMODATE 1" OVERLAY, 0 aoof cc)O 00 0 o 0 0 oOQaC ap �o o PROVIDING'FR A SMOOTH TRANSITION TO THE EXISTING PAVEMENT SURFACE. OO20 � a Goo?o �Oo OaO�oQ �Oo00a O Oo0cOOo c OOo0Oo04, ALSTORM SEWER PIPING & STRUCTURES SHAH BE INSTALLED IN ACCORDANCE C90O c�Q� O o00&0Q. Co 0,90Oo GDC6 WITH DETAILS AND NOTES CONTAINED HEREIN AND THE MANUFACTURER'S CONTROL JOINT CJ CONSTRUCTION JOINT (CTS STANDARDS AND SPECIFICATIONS. IF THIS INFORMATION IS CONTRADICTIVE, THE NOTE: NOTE: MOST STRINGENT SHALL APPLY. REINF. DISCONTINUOUS TYP CA � CONCRETE PAVE E N TJOINTS � JOINT DISCONTINUOUS 5. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS SHALL BE 0 JOINT FIELD VERIFIED. SCALE: NOT TO SCALE 6. NO STORAGE OF MATERIALS, EQUIPMENT, CONSTRUCTION DEBRIS, OR SPOILS IS ACCEPTABLE IN THE UTILITY EASEMENT; 7. WHERE PROPOSED STORM SEWER SYSTEMS TIE TO EXISTING; CONTRACTOR SHALL 4000 PSI CONCRETE CORE DRILL EXISTING STRUCTURE AT TIE-IN AND, INSTALL ICOR-N-SEAL BOOT WITH 5-7% "' < FOR THE PROPOSED CONNECTION. AIR ENTRAINMENT aA 1 e d OQa co VENEER 12'-10" [—BRICK TO MATCH BLDG_ 12" € LL ;Lf�VLU NOTES: PARKING ALUMINUM POLE 1, MOUNT SIGN SO THE C. Uj BOTTOM EDGE OF THE SEALANT WUj Go RESERVED PARKING FLASH COLLAR SIGN IS AT: 4 FEET Uj SLOPE BASE 3/4" MIN.. ABOVE THE PARKING FINISH GRADE SURFACE. nij 2. MOUNT 6"x12" "'VAN g ACCESSIBLE" SIGN DIRECTLY VAN BELOW "RESERVED PARKING ACCESSIBLE SIGN FOR THE TWO (2) SIGNS. b ' PROVIDED ON SITE. WEDGES PENALTY 3. BURY POST A MINIMUM 1100 -MF OF 3 FEET. TOW—AWAY Z€ NE I POST SHALL BE U -TYPE ROLLED STEEL 02 LBS./FT, AND GALVANIZED IN ACCORDANCE WITH ASTM A123, OR 40 PRESSURE TREATED WOOD POST R 7 - 8 211 X 1811 (PER MANUAL ON UNIFORM CONTROL DEVICES) NOT TO SCALE NOT TO SCALE \--�WAY #4 BARS @ 16"O.C. EACH 4"'VDOT #57 GRANULAR BASE COURSE COMPACTED SUBGRADE SEE CONCRETE JOINT DETAILS THIS SHEET HEAVY—DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 1 1/2" VDOT SM -9.5A ASPHALTIC CONCRETE SURFACE COURSE. 3" VIDOT M-25.0 ASPHAL'ITCs CONCRETE BASE COURSE, V Iy '� "'OM � CTED A GRE 7A P BASE C RSA. COMPACTED SUBGRADE PARKING — TYPE 11 PAVE MENT SECTION NOT TO SCAT �. f� FINISHED GRADE TO MATCH TOP OF CONCRETE 7 v: BROOM FINISH 0 50% MIN. SLOPE �_.....,.-_.l j�f..-M —.1 '� 1`A , f! g . :`9 .%•,}' • ka .. rs `'�n3' 4"STONE #21-Al Ibl=g� :5 SUBGRADE COMPACT SUBGRADE TO 95% STANDARD PROCTOR --� NOTE: 1. SCORED JC)INTS AT 5-0" MAX. SPACING; 1 3/8" MIN. DEPTH. 2, CONCRETE SHALT.. BE 3500 PSI WITH 5-"11% , 115 - 0' T MINED, V Sr k, I 'U N NOT TO SCALE 4" Mcg i 'o TI� l 'a o x, ° SLOPE SLAB 1/4" PER FOOT go ,_ PIPE RAIL GATES I, W/ WOOD FINISH `& CIDi DUMPSTER PAIS CONCRETE I ! PAVING �t �-- -_. CONTROL JOINT ----� 1 � FILL POST WITH CONCRETE AND PROVIDE 3" DOME (REFER TO SPECS. SECTION 5500, METAL FABRICATIONS FOR PIPE BOLLARDS) -w-4" DIAMETER SCHEDULE 40 STEEL PIPE (PAINT TO MATCH BUILDING BRICK) „ FINISHED GRADE t CONCRETE BASE A 4 TYPICAL 151OLLAR[J NOT TO SCALE 4" POSTS WITH 12"OX 3' DEEP CONC. FOOTING (TYP. OF 2) ALIGN WITH INSIDE FACE OF WALL t" �• 1 �'--�" 5'-G I x - — I, , o PIPE BOLLARD p (TYP. OF 6) SEE DETAIL THIS SHEET 4"0 GALVANIZED a STEEL GATE POSTAl -� TREATED 1X6 WOOD DOG --EAR PICKETS WITH 1/4" GAPS APPLIED TO GALV. STEEL PIPE SWING GATES —- - -Q,1 111 12"0 X3' DEEP l [ 1 CONCRETE FOOTING L -J (TYP. @ POSTS) CROWN ,>� TOP FOR DRAINAGE !— dig a , 1 11N 6" TYPE 21B 2 C i COM ACTED AGGREGATE SUBBASE ("k -j-6 MODIFIED IFIED (REVERSE GUTTER) DETAIL. FLOOR PLAN NOTTO SCALE METAL COPING NON -LIFT-OFF TYPE ROUND POST HINGE TO ALLOW NON-BINDING OPERATION THROUGH 180° OPERATION, TYP. OF 3 PER LEAF. FULCRUM LATCH WITH STRIKE STRAP Ill ELEVATION IIII LFRONT -DROP BAR F rmA 1$ GALVANIZED IRON, ZINC PLATED f� ENCLOSURE DETAIL SCALE: NOT IO SCALE N Albemarle County Engineering General Construction Notes for Site Plans 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govcrn. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3.. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved, 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia (Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class 111. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CER Part 1926). PARKING STALL TYPICAL--�\ 18'-0" 1 24" NOT TO SCALE 6'-0" HOLES 59 1/4" C.C. 1" DIA. HOLE (TYP.) a +4na. e e �- 4,000 P.S.I. CONCRETE PLAN co 1" DIA. HOLE (TYP) r ® , -� #7 REBAR, 24" LONG 8 ELEVATION TYPICAL CONCRETE V1/1—EELSTOP 20 SOUTHBOUND UTI CORRIDOR VARIES 0' TO 6 NOT TO SCALE 100' R /W 82' 78' _.,.. NORTHBOUND 2" SM -9.5A b��10" BM -21 9' R/W 10' f l " 1 4":1' 1/4"1' ,cc -z CG --6 " 2"R — 1 4 1 1 4" 1, 1 4 :1 2 q A NM UD -4 x.. :.SPH. CONC. 6 \(WU�M2S BUD-4 6QAGGREGATEPAVED 8" 21-B-2) 4 ARSE WALKWAY LIMITS OF w------+ FUTURE NORTHBOUND LANES NOT d COMPACTED SUBGRADE SUBBASE CENTERLINE OF RIGHT OR WAY CONSTRUCTED WITH THIS PLAN AND CONSTRUCTION e ` •;e ,a NOTES: 4, _ " MIN. 6 TYPE 219 - THE PAVEMENT DESIGN SHOWN HEREON IS BASED ON A CBR VALUE OF 10 AND TYPICAL TRAFFIC VOLUME OF 15,000 VPD. THE 6 2 —01E r COMPACTED AGGREGA CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ONCE THE ROADBED IS WITHIN 6" OF FINAL GRADE AND FINAL PAVEMENT THIS AREA MAY BE CONCRETE SUBBASE AT THE OPTION OF THE --- DESIGNS SHALL BE SUBMITTED TO THE COUNTY FOR REVIEW AND APPROVAL. CONTRACTOR, THE BOTTOM OF THE CURB -- % 2. LENS AND CLARK DRIVE IS TO BE CONSTRUCTED AS A HALF -SECTION (ULTIMATE SOUTHBOUND LANE) ONLY. THE UL11MATE AND GUTTER MAY BE NORTHBOUND LANES ARE TO BIE ROUGH GRADED AS SHOWN HEREIN, THE STORM SEWER SYSTEM HAS BEEN DESIGNED TO CONSTRUCTED PARALLEL TO ACCOMMODATE THE ULTIMATE CONDITION. THE SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. TYPICAL ROAD SECTION FOR u— (W/GUTTER) CURB [DETAIL LEAS & CLARK DRIVE (BY OTHERS) NOT TO SCALE N.T.S. ALUMINUM POLE Uj C)x f-0 C. Uj SEALANT WUj Go C FLASH COLLAR Uj SLOPE BASE 3/4" MIN.. FINISH GRADE g SEALANT (MIN. 1 1/2" DEEP) a TEMPORARY CENTERING b ' WEDGES STEEL SLEEVE DRY SAND A STEEL CENTERING WEDGES °. Q WELDED STEEL SUPPORT PLATE A 3/4" DIA. X 2 LIGHTNING ARRESTOR SPIKE- EXTENDS 12" BELOW FOOTING NOTE: CONCRETE FOUNDATION SHALL BE PER POLE MANUFACTURERS DESIGN NOT TO SCALE \--�WAY #4 BARS @ 16"O.C. EACH 4"'VDOT #57 GRANULAR BASE COURSE COMPACTED SUBGRADE SEE CONCRETE JOINT DETAILS THIS SHEET HEAVY—DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 1 1/2" VDOT SM -9.5A ASPHALTIC CONCRETE SURFACE COURSE. 3" VIDOT M-25.0 ASPHAL'ITCs CONCRETE BASE COURSE, V Iy '� "'OM � CTED A GRE 7A P BASE C RSA. COMPACTED SUBGRADE PARKING — TYPE 11 PAVE MENT SECTION NOT TO SCAT �. f� FINISHED GRADE TO MATCH TOP OF CONCRETE 7 v: BROOM FINISH 0 50% MIN. SLOPE �_.....,.-_.l j�f..-M —.1 '� 1`A , f! g . :`9 .%•,}' • ka .. rs `'�n3' 4"STONE #21-Al Ibl=g� :5 SUBGRADE COMPACT SUBGRADE TO 95% STANDARD PROCTOR --� NOTE: 1. SCORED JC)INTS AT 5-0" MAX. SPACING; 1 3/8" MIN. DEPTH. 2, CONCRETE SHALT.. BE 3500 PSI WITH 5-"11% , 115 - 0' T MINED, V Sr k, I 'U N NOT TO SCALE 4" Mcg i 'o TI� l 'a o x, ° SLOPE SLAB 1/4" PER FOOT go ,_ PIPE RAIL GATES I, W/ WOOD FINISH `& CIDi DUMPSTER PAIS CONCRETE I ! PAVING �t �-- -_. CONTROL JOINT ----� 1 � FILL POST WITH CONCRETE AND PROVIDE 3" DOME (REFER TO SPECS. SECTION 5500, METAL FABRICATIONS FOR PIPE BOLLARDS) -w-4" DIAMETER SCHEDULE 40 STEEL PIPE (PAINT TO MATCH BUILDING BRICK) „ FINISHED GRADE t CONCRETE BASE A 4 TYPICAL 151OLLAR[J NOT TO SCALE 4" POSTS WITH 12"OX 3' DEEP CONC. FOOTING (TYP. OF 2) ALIGN WITH INSIDE FACE OF WALL t" �• 1 �'--�" 5'-G I x - — I, , o PIPE BOLLARD p (TYP. OF 6) SEE DETAIL THIS SHEET 4"0 GALVANIZED a STEEL GATE POSTAl -� TREATED 1X6 WOOD DOG --EAR PICKETS WITH 1/4" GAPS APPLIED TO GALV. STEEL PIPE SWING GATES —- - -Q,1 111 12"0 X3' DEEP l [ 1 CONCRETE FOOTING L -J (TYP. @ POSTS) CROWN ,>� TOP FOR DRAINAGE !— dig a , 1 11N 6" TYPE 21B 2 C i COM ACTED AGGREGATE SUBBASE ("k -j-6 MODIFIED IFIED (REVERSE GUTTER) DETAIL. FLOOR PLAN NOTTO SCALE METAL COPING NON -LIFT-OFF TYPE ROUND POST HINGE TO ALLOW NON-BINDING OPERATION THROUGH 180° OPERATION, TYP. OF 3 PER LEAF. FULCRUM LATCH WITH STRIKE STRAP Ill ELEVATION IIII LFRONT -DROP BAR F rmA 1$ GALVANIZED IRON, ZINC PLATED f� ENCLOSURE DETAIL SCALE: NOT IO SCALE N Albemarle County Engineering General Construction Notes for Site Plans 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govcrn. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3.. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved, 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia (Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe Class 111. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CER Part 1926). PARKING STALL TYPICAL--�\ 18'-0" 1 24" NOT TO SCALE 6'-0" HOLES 59 1/4" C.C. 1" DIA. HOLE (TYP.) a +4na. e e �- 4,000 P.S.I. CONCRETE PLAN co 1" DIA. HOLE (TYP) r ® , -� #7 REBAR, 24" LONG 8 ELEVATION TYPICAL CONCRETE V1/1—EELSTOP 20 SOUTHBOUND UTI CORRIDOR VARIES 0' TO 6 NOT TO SCALE 100' R /W 82' 78' _.,.. NORTHBOUND 2" SM -9.5A b��10" BM -21 9' R/W 10' f l " 1 4":1' 1/4"1' ,cc -z CG --6 " 2"R — 1 4 1 1 4" 1, 1 4 :1 2 q A NM UD -4 x.. :.SPH. CONC. 6 \(WU�M2S BUD-4 6QAGGREGATEPAVED 8" 21-B-2) 4 ARSE WALKWAY LIMITS OF w------+ FUTURE NORTHBOUND LANES NOT d COMPACTED SUBGRADE SUBBASE CENTERLINE OF RIGHT OR WAY CONSTRUCTED WITH THIS PLAN AND CONSTRUCTION e ` •;e ,a NOTES: 4, _ " MIN. 6 TYPE 219 - THE PAVEMENT DESIGN SHOWN HEREON IS BASED ON A CBR VALUE OF 10 AND TYPICAL TRAFFIC VOLUME OF 15,000 VPD. THE 6 2 —01E r COMPACTED AGGREGA CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ONCE THE ROADBED IS WITHIN 6" OF FINAL GRADE AND FINAL PAVEMENT THIS AREA MAY BE CONCRETE SUBBASE AT THE OPTION OF THE --- DESIGNS SHALL BE SUBMITTED TO THE COUNTY FOR REVIEW AND APPROVAL. CONTRACTOR, THE BOTTOM OF THE CURB -- % 2. LENS AND CLARK DRIVE IS TO BE CONSTRUCTED AS A HALF -SECTION (ULTIMATE SOUTHBOUND LANE) ONLY. THE UL11MATE AND GUTTER MAY BE NORTHBOUND LANES ARE TO BIE ROUGH GRADED AS SHOWN HEREIN, THE STORM SEWER SYSTEM HAS BEEN DESIGNED TO CONSTRUCTED PARALLEL TO ACCOMMODATE THE ULTIMATE CONDITION. THE SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. TYPICAL ROAD SECTION FOR u— (W/GUTTER) CURB [DETAIL LEAS & CLARK DRIVE (BY OTHERS) NOT TO SCALE N.T.S. Page I of I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8;4 IN 13 INITIAL. BAC FILL 2� WN mft MIX mny 6" BEDDING :I #68 STO E STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE FIRE. DOESN'T REST ON ROCK AND THEN COMPACT THE $OIL OR PROVIDE A 4"' BEDDING OF s8 STONE. FOUNDATION IN P'9SOIL UNDER—CUT CONDITION 2 4 � INITIAL BACKFILL 4' UNSTABLE SOIL Ia N, MIN: two€ � CiB STONE STONE T I 3 CIS STABLE SOIL OR ROCK NOTE 1, NO ROCKS SHALL SL ALLOWED WITHIN 24' OF THE WATER LINES. 2.140 ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL. BE ALLOWED ABOVE THE INITIAL BACKFILL, 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN B" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS 1710. W-2 c METER SIZE DIMEENSIDN A D114EMION a DIMENSUR4 C i ICS' 31. 510, 3',S,' 301'. 510, 79r- 5" MIN', 4- S' MINI. GREATER THAN d' PROPOSALS V TIrL BE SUBMITT1=17. TYPICAL METER VAULT MT, S. FIG, W -7A Page I of I I SIDE VIEW .75'DIAMETER DRILLED KILE FOR TMJCH READ '(ITS, TOP VIEW :r DIAMETER TER FLAT SEARING SURFACE UNDERNEATH e4' X ifs' AL(IMI" ACCESS HATCH 24" 811MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REIIAI"ING BACKFILL SHALL 40T .0 )NTAIN FROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION IN71AL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY 14AND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 16" mox 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOII_ CONDITIONS ARE UNSTABLE ALL PIPE) NOTE. : 1, OPEN CUTS IN PAVED AREAS IMTHIN EXISTING VIDOT RIGHT-OF-WAY WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FbR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED ANIS COMPACTED, AND ALL, STONES REMOVED Oft A 4'" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SMALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STOKE ' TYPICAL SEWER PPE INSTALLATION IN TRENCH NTS FIG, S-3 I PLACE ,5' CA:Lv " A ° I*SS " POST PAINTED BLUE TO INDI04TE VALE LOCATION AS DIRIECTED. MARKER LOCATION MAY 8,E SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. I FINISHED CRAM t z 1 k4 "MATER 2500 P, J, CONCRETE rriRUST HL. 1,-X 4 4 —ADJUSTABLE VALVE BOX Wf LIF? SINGHA,M & TAYLOR FIG, NO. 4905 (SCREW "T' E) OR APPROVED EQUAL M.J. GATE VALVE LIME 2'1�4 2' BEARING AREA. NOTE: Its � I.�M TE AREAS, "#"ALVI: OX55' I TALL EXTEND SIX �6) INCH5S ABOVE GRADE. TYPICAL. GATE VALVE . NTS FIG. W'-'5 _.__..ell._�....._.._...__._.«..».....i.,vw..,s.,.....LGe.._..._..va...—,lz?�P�.`s..�.:5.�.: ... _-,•---.+-. '.�..a.:a.a.. Page I of 1 Page I of' Page I of I JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. j WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WtDTHS4 WATER OR SEWER ONLY - 2C' MINIMUM WATER & SEWER ----- 3(y MINIMUM 0 SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEVER 1,.INE& UTILITIES CROSSING A WATER OR SEWER EASEMENT SH13ULD BE AT '90' TO THE RIGHT CIF WAY. UTILITY LOCATIONS & EASEMENT WIDTH NTS FIG, W-1 SAW -CUT ALONG STRAIGHT LINES; CUT BACK TO OFFSET JOINTS IN PAVING; PROVIDE TACK COAT ON EX' CT ACDLI AI T PRIOR TO PAVING P )T SM -9,5A BITUMINOUS CONCRETE ELEV. OF EXIST. PAVEMENT )T BM -25.0 BITUMINOUS CONCRETE )T 21 A FILL, CBR 20 MIN. =RS COMPACTED TO 1X. DENSITY PER 1557 'ON TAPE G SOLID COPPER TRACER WIRE I SECTION - WATER LINE INSTALLATION PAVEMENT AREAS SCALE: 1"=l' -O" E=9" W=PIPE NOMINAL DIAMETER + 2E P=W+12" NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED VnTH CHARLOTTES - MUELLER CENTURION (A-423) `;LLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. (� LENGTH OF BRANCH VARIES W 6' MIN / (270') 2' TO 10' I j 7 CU: FT, 1$ VALVE BO t GRAVEL--� i 38"I1N i �t 6" GATE • ' t VALVE 8' X 6" K > 1@I TEE j 3 1 r! fit J 2500 P.S.I. CONCRETE BASE AND THRUST BLOGK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR 1MEN 3/4" THREADED RODS TQ }GAIN IN ALL WSTAf L.AT;;;NS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVAN;Z,lD THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT CO,,TED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : I. SURROUND 'NEEP HOLIES MM GRAVEL AND KEEP FREE OF CONCRL-1-F. 2. MAINTAIN A 3' MIN, COVER FROM THE MAIN TO THE FIRE. H'YDRAnl ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT A:NID VALVE BOX. 4. T7HE GATE VALVE IS ALLOKD IN SHOULDER OR BEHIND THF IT IS NOT ALLOWED IN THE DITCH. S. Fire hydrants shall be installed at locations where weep holes are above the prevailing groundwater eltvzjtja:,. If required LQ be in wet areas, the weep holes iw-il b-, plugged and the hydrant shall be pumped dry. TYPICAL FIRE HYDRANT ASSEMBLY IDI-TA.11,_. N. T. S. ._ ,,.,.,�.�, FIG. W-4 Effective August 18, 2005 TD -17 ABLE EXCAVATED MATERIAL PACTED IN 6" LAYERS TO MAX DENSITY, ASTM 8698 FCTION TAPE AWG SOLID COPPER TRACER WIRE SECTION - WATER LINE INSTALLATION, GRASS AREAS, TVP. SCALE: 1"=I' -O' W -PIPE NOMINAL DIAMETER + 2E E=9" PLANT SCHEDULE ABBR. QTY. I SCIENTIFIC NAME COMMON NAME TYPE 31ZE LARGE DECIDUOUS TREES Ar 14 Acer rubrum Red Maple Deciduous 2 1/2"MIN. CAL. B&B Fa 7 Fraxinus americana White Ash Deciduous 2 1/2"MIN. CAL. B&B Lt 11 Lirlodendron tulipifera Tulip Poplar Deciduous 2 1/2"MIN. CAL. B&B Ns 14 Nysso syiva'tico Black Gum Deciduous 2 1/2"MIN. CAL. B&B TO 4 Tilia americana American Linden Deciduous 2 1/27MIN. CAL. B&B EVERGREEN TREES to 9 Ilex opaca American Holly Evergreen 5'-6' MIN. HEIGHT B&B Mg 7 Magnolia grandlfera Southern Mognulia Evergreen 5'-6' MIN. HEIGHT B&B Pt 11 nustaedai Loblolly Pine Evergreen 5'-6' MIN. HEIGHT B&B Tc 6 Tsuga conn densis Eastern Hemlock Evergreen 5'-6' MIN. HEIGHT B&B ORNAMENTAL TREES Cc 11 Cercis conoidensis Eastern Redbud Deciduous 1"— 1 1/4" MIN. CAL. B&B Cf 11 Cornus Florilda Flowering Dogwood Deciduous 11-- 1 1/4" MIN. CAL. B&B SHRUBS Ig 40 Ilex glabra Inkberry Holly Evergreen 18"— 30' MIN. HT. Container Iv 34 iteo virginicus 'Henrys Garnet' Sweetspire, Henrys Garnet Deciduous 18"— 30" MIN. HT. Container Vd 46 Viburnum dentatum Arrow Wood Viburnum Deciduous 18"— 30" MIN. HT. 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The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing, The H style luminaires are dieformed aluminum with a thermoset polyester finish- Both products can accept one of six (6) interchangeable and rotatable precision segmented optical systems. ® R® >E R I N G PREFIX SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Extruded EH 14" �`. ` Housing 14" 19" T19" 26" 1 (Horizontal SEE TABLE 120 Ern¢ H26 CD UB Fabricated H 14" AT Adjustable Knuckle 150 HPS' 400 HPS 1000 MH 1000 HPS L5mp) BELOW 208 BLA Black Anodized F AP SG Sag Glass 200 MH 450 PSMH PC Receptacle and Pholocontrol° 3 (Horizontal 240 BRA Bronze Anodized HS AT Extruded EH 19" QS Ouartz Standby PTF3 Lamp) 277 NA Natural Anodized LF SG Fabricated H 19" Quad Tap Ballast (Tied to 277th 1. 14" and 19 VS optics are furnished mith 6. 4X6 (Horizontal 347 OC Optional Color Paint MF PTF2 Fabricated ab H T1 " 9 _ medium base (amps only, 26" VS opftics 9. HT19 750W & 1000MH luminaires use BT37 Lamp) 480 (SpaciryRAL deaignat(aaa3 PG PTF3 2. Medium base lamp 10. Supplied standard with FM optics ---- --- 3. 150HPS ballast operates 55 volt lamlp 11. Q (Horizonfal ® FAX 510/357-3088http:/1�vwwsRelighting.com 5hC:yn ir, the Color $eixr%on Gtide.ex,OC-RAvc2ai PCR PTF4 Fabricated H 26" on HT19 Lamp) SC Special Color Paint POLY QUAD FM (Horizontal (must suppryco(orchip) QS Lamp) HINT I MU 1,�tf BRP Bronze Paint - VS' (Vertical El Lamp) BLP Black Paint OC Optional Color Paint 41 (Spac;ivRAL designation as sho vin in the color SB'-c$en Guloeisx. OGRAL7024) SC Special Color Paint �r ;must supply color c,hti TYPE PREFIX SIZE CfONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS WATTAGE OPTIONS Housing 14" 19" T19" 26" CD Clear Drop Diffuser (EH style only} AP Adjustable Knuckle 100 HPS 250 HPS 750 HPS 750 HPS F In -Pole Fusing - Pole Mount" 100 MH1 250 MH 750 MH 1000 MH HS Internal House Side Shield'' AT Adjustable Knuckle 150 HPS' 400 HPS 1000 MH 1000 HPS LF In-LinelFusing - Tenon Mount" 175 MH 400 MH MF Mast Arm Fitter SG Sag Glass 200 MH 450 PSMH PC Receptacle and Pholocontrol° (supplied standard with Type 4X 250 MH PCR Photocontrol Receptacle only' and 26" US) POLY Polycarbonate Sag Lens (in tied of flatglasspe PTF2 Pale Top. Fitter (2'le Dia. Tenon) QS Ouartz Standby PTF3 Pole Top Fitter (3-31/2" Dia. Tenon) MU 100 Uptilt Bracket PTF4 Pole Top Fitter (31121 Dia. Tenon) NOTES UB Guick Disconnect for Ballast Tray QUAD Quad Tap Ballast (Tied to 277th 1. 14" and 19 VS optics are furnished mith 6. 19 and T19 units only non -yellowing acrylic sag lens. 14" VIS 7< Furnished titilth sag glass lens pEly Gardco Lighting optics are limited to 20OW max with 8. Not available with 4X HT19 or 1000W 2661 Alvarado Street _ medium base (amps only, 26" VS opftics 9. HT19 750W & 1000MH luminaires use BT37 San Leandro, CA 94577 are suPPlied.with sag glass assembl1. lamps only 8001227-0758 2. Medium base lamp 10. Supplied standard with FM optics CA 510/357-6900 3. 150HPS ballast operates 55 volt lamlp 11. Only available wit and 2 way luminaires @ 180° • ' ® FAX 510/357-3088http:/1�vwwsRelighting.com 4. Not available in 48OV.1000W max. 12. Fits 23/s" x 4" tenon. N/A with 14" units, L I G H T I N G 5. 175W max on 14" units and not availlabie Genlyte Thomas Group LLC on HT19 is ' � � ■ 1 !� REQUIRED PLANT MATERIAL REQUIRED: 1 LARGE TREE PER 50' OF ROAD FRONTAGE IF 25' OR MORE, 528 LF OF FRONTAGE = 11 LARGE TREES. PROVIDED: 12 LARGE STREET TREES PARKING LOT LANDSCAPING REQUIRED:: 5% OF PAVED PARKING TO 'BE LANDSCAPED WITH TREES AND SHRUBS. AREA INCLUDES 1 LARGE TREE OR MEDIUM TREE PER 10 SPACES. SHALL BE DISPERSED BEWTEEN PLANTING ISLANDS AND PERIMETER AREAS. SHRUBS PLANTED 5' ON CENTER WHEN PARKED VEHICLES ARE VISIBLE FROM PUBLIC STREETS. PAVED PARKING AREA = 17,196 SF 5% = 860 SF 50 PARKING SPACES= 5 LARGE OR MEDIUM TREES PROVIDED: 12 LARGE TREES 5 MEDIUM TREES 16.77. OR 2,875 SF LANDSCAPED WITH TREES & SHRUBS 22 SHRUBS 4' ON CENTER STAGGERED PLACED ON THE LEADING EDGE +OF THE PARKING LOT• FACING THE PUBLIC STREET. TREE CANOPY REQUIRED: 10% OF LOT TO BE COVERED BY TREE CANOPY. SITE AREA = 4.88 AC./212,788 SF TREE CANOPY = 0.488 AC./21,257 SF PROVIDED: TREE CANOPY = 0.502 AC. /21,850 SF s 1. ALL REQUIRED PLANTINGS SHALL CONFORM WITH THE MOST RECENT EDITION OF AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, AND SHALL BE PLANTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF GUIDELINES FOR PLANTING LANDSCAPE TREES AND PLANTING AND CARE OE' TREES AND ;SHRUBS, PUBLISHED BY THE VIRGINIA COOPERATIVE EXTENSION SERVICE. 2. PERMANENT OR TEMPORARY SEEDING SHALL BE APPLIED TO DENUDED AREAS 'h i�IN t DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SEEDING SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS, PERMANENT SEEDING SMALL BE APPLIED TO ALL AREAS THAT ARE NOT OTHERWISE PERMANENTLY STABILIZED OR ARE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. APPLICATION OF LIME AND FERTILIZER SHALL BE BASED ON AGRINOMICAL ANALYSIS OF TOPSOIL: PH RANGE SMALL BE 6,2 TO 7.0. SEEDED AREAS SHALL BE MULCHED WITH APPROVED MATERIALS. GRASS TYPE SPECIFIED IS 35 TURF --TYPE TALL FESCUE AND 657. KENTUCKY BLUEGRASS. SEE ALSO EROSION AND SEDIMENT CONTROL NOTES. 3. AFTER PARKING LOT IS COMPLETE, AND PRIOR TO PLANT MATERIAL INSTALLATION, TI IE OWNER & LANDSCAPE ARCHITECT SHALL WALK THE SITE FOR POTENTIAL MODIFICATIONS. 4. WATER TO MEET STANDARD PLANTING SPECIFICATIONS AND THE ACT OF WATERING THE PROPOSED PLANT MATERIEL TO MEET SPECIFICATIONS IS PROVIDED BY THE CONTRACTOR. CONTRACTOR IS REQUIRED TO RE -SEED AREAS THAT 'DO NOT TAKE UNTIL T",E LAWN AREA MEETS REQUIRED SPECIFICATIONS. 5. ALL TREES TO BE PRESERVED SHALL BE PROTECTED BEFORE, DURING AND AFT -w ICHE DEVELOPMENT PROCESS IN ACCORDANCE WITH SPECIFICATIONS CONTAINED IN THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. THERE ARE TREE'S NOTED TO BE PRESERVED/PROTECTED AT THE NORTHWEST CORNER OF THE SITE (SEE DRAWNIG SHEET C2.1). 6. RECOMMENDED PLANTING TIMES ARE: OCTOBER 15 - MAY 1 OF EACH YEAR FOR ALL TREES, SHRUBS AND GROUND COVERS; FEBRUARY _ MARCH Of? SEPTEMBER-- 0CTOBER 15TH OF EACH YEAR FOR COOL SEASON GRASS SEED. TIME EXTENSION WILL BE GRANTED TO CONTRACTOR TO PLANT SEED AT RECOMMENDED TIME FRAME. 7, NO TREES, SHRUBS, STRUCTURES, FENCES OR OBSTACLES SMALL BE PLACED WITHIN AN EASEMENT WHICH WOULD RENDER THE EASEMENT INACCESSIBLE BY EQUIPMENT. SHRUBS SHALL BE 5 FEET, AND TREES A MINIMUM OF 10 FEET, FROM THE CENTER OF V ATER AND SEWER PIPELINES, 8, CONTRACTOR IS RESPONSIBLE TO VERIFY ALL QUANTITIES AND DIMENSIONS ,AT THE SITE AND SHALL NOTIFY THE LANDSCAPE DESIGNER/ENGI'NEER OF ANY DISCREPANCIES, 9. NO STORAGE OR MOVEMENT OF HEAVY EQUIPMENT WILL OCCUR WITHIN THE DRIP LINE OF TREES TO BE PRESERVED. 10. DRAINFIELD AREA TO BE PLANTED AFTER SEPTIC FIELD INSTALLATION, ASIRECTT_D BY COUNTY STAFF. MULCH L - TOPSOIL. LANDSCAPE FABRIC MULCHED BEIM SECTION NOT TO SCALE TREE CANOPY QTY. SCIENTIFIC NAME COMMON NAME TYPE SIZE AT. PLANTING PROJECTED 10 TREE COVER TOTAL TREE COVER LARGE DECIDUOUS TREES 14 Acer rubrum Red Maple Deciduous 2 1/2"MIN. CAL. B&B 275 SF 3,850 SF 7 Fraxinus americana White Ash Deciduous 2 1/2"MIN• CAL. B&B 275 SF 1,925 SF 11 Uriodendron tulipifera Tulip Poplar Deciduous 2 1/2'MIN. CAL. B&B 250 SF 2,750 SF 14 Nyssa sylvatica Black Gum Deciduous 2 1/2"MIN. CAL. B&B 200 SF 2,800 SF 4 T111a americana American Linden Deciduous 2 1/2 -MIN. CAL. B&B 275 SF 1,100 SF EVERGREEN TREES 9 Ilex optica American Holly Evergreen 5'— 6' MIN, HEIGHT S&B 100 SF 900 SF 7 Magnolia grandifera Southern Magnulla Evergreen 5'— 6' MIN, HEIGHT B&B 225 SF 1,575 SF 11 Pinus toedo Loblolly Pine Evergreen 5'— 6' MIN. HEIGHT B&B 225 SF 2,475 SF 6 Tsuga canadensis Eastern Hemlock Evergreen 5'— 6' MIN, HEIGHT B&B 150 SF 900 SF ORNAMENTAL TREES 11 Cercis canadensis Eastern Redbud Deciduous 1"— 1 1/4" MIN. CAL. B&B 150 SF 1,650 SF 11 Cornus Florida Flowering Dogwood Deciduous 1"— 1 1/4" MIN. CAL. B&B 175 SF 1,925 SF TOTAL TREE CANOPY 21,850 SF RUBBER HOSE SECURED WITH NO. 12 GAUGE,PLIABLE, DOUBLE STRAND WIRE ON EACH MAJOR STEM (OPTIONAL) ------` THREE STAKES PER TREE SET 120' APART {OPTIONAL} WRAPPING APPLIED STARTING FROM BASE TO FIRST BRANCH ORIGINAL GRADE ;SOIL MIXTURE M SET TRUNK PLUMB FINISHED GRADE COMPACTED EARTH SAUCER NOTE IN PLANTING BEDS ELIMINATE ' TIME COMPACTED EARTH SAUCER ASND COVER THE EN11RE BED WITH • - OF MULCH (MINIMUM) =" 3'" OF MULCH PLANT PIT = 2-3 TIMES BALL DIA. REMOVE BURLAP FROM TOP 1/3 TAMPED SOIL MIX MULTI LTI - STEM TREE PLANA. RN6 DETAIL NOT TO SCALE PI BMER HOSE SECURED 'WI fH NO. 12 GAUGE, PLIABLE, DOUBLE STRAND WIRE (OPTIONAL)------,, 1FIR F' SIPNKES PER REE SET 12 0' APART ORIGINAL SOIL 11 PLANT PIT = 2-3 TIMES BALL DIA. SET TRUNK PLUMB 4'' (%A AC r -_D EARTH SAUCER NC IT, IN PLANTING BEDS ELIMINATE THE COMPACTED EARTH SAUCER AND COVER THE ENTIRE BED WITH 3" OF MULCH E (IINIMUM) ; FINISHED GRADE I� uo----- 3 OF k4l IL i I REMOVE BURLAP FROM TOP 1/3 TAMPED SOIL MIX TREE LAN ISG DETAIL NOT TO SCALE PLANT SPACING AS 3" MULCH INSTAL.LEI BEFORE PLANTING PREPARED PLANTING SOIL 4" TO 6" <SEE SPECS> SLOPE AWAY FROM BLDG. 2% OR GREATER - -- -} n O III=1 I I-1 11=1 11= I I I III -1 I I I. - PLANTING GROUNDCOVER NOT TO SCALE PLANT PIT = 2-3 TIMES BALL DIA. SHRU-B P-LANTING DETAIL NOT TO SCAILE GRANULAR HERBICIDE RONSTAR G OR APPROVED PRE -EMERGENT HERBICIDE APPLY ACCORDING TO MANUFACTURER'S DIRECTIONS ABOVE AND BELOW MULCH DO NOT DAMAGE OR CUT LEADER STAKES 8'x2.4" LOCATED OUTSIDE OF PLANTING PIT WITH ONE LOCATED ON SIDE OF PREVAILING WINDS (OPTIONAL) FASTEN TRUNK TO STAKES WITH TREE RING, OR 0.14» (9 GA.) GALVANIZED WIRE SECURED TO NYLON STRAPS l CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT DID TO PREVIOUS GRADE 3" MULCH CREATE SAUCER AROUND TREE NO FINISHED GRADE hwyffi w-, NVAV wwwwwwwwwwwww www •I`%I/�jj` 'sii�i�: �i�Ji i ��i�i�i i ei i f ' ���411 CUT AND REMOVE WIRE BASKET & '�'� � � � � ♦ ►����♦ •������ ���. �• � .. Vii., TOP 1/3 OF BURLAP FROM ROOT BALL B&B ROOT BALL COMPACTED !■ SOIL MIX AS SPECIFIED BELOW SCARIFY PIT BOTTOM SPECIFICATIONS: 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 2. WATER THOROUGHLY AFTER INSTALLATION. 3, REMOVE TREE RINGS AND STAKES TWVO YEARS AFTER INSTALLATIONS 4. PROVIDED DRAINAGE FOR PLANTING IPIT IN IMPERMEABLE SOIL. 5. TOPSOIL MIX, SEE SPEC. CONIFEROUS TREE DETAIL NOT TO SCALE SET TRUNK PLUMB g FINISHED GRADES 00 3" COMPACTED EARTH SAUCER 3" OF MULCHNOTE: IN PLANTING BEDS ELIMINATE �`d,�"� THE COMPACTED EARTH SAUCER ORIGINAL GRADE AND COVER THE ENTIRE BED WITH 3" OF MULCH (MINIMUM) 411 REMOVE BURLAP FROM TOP 1/3 SOIL MIXTURE TAMPED SOIL MIX PLANT PIT = 2-3 TIMES BALL DIA. SHRU-B P-LANTING DETAIL NOT TO SCAILE GRANULAR HERBICIDE RONSTAR G OR APPROVED PRE -EMERGENT HERBICIDE APPLY ACCORDING TO MANUFACTURER'S DIRECTIONS ABOVE AND BELOW MULCH DO NOT DAMAGE OR CUT LEADER STAKES 8'x2.4" LOCATED OUTSIDE OF PLANTING PIT WITH ONE LOCATED ON SIDE OF PREVAILING WINDS (OPTIONAL) FASTEN TRUNK TO STAKES WITH TREE RING, OR 0.14» (9 GA.) GALVANIZED WIRE SECURED TO NYLON STRAPS l CROWN OF ROOT BALL SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT DID TO PREVIOUS GRADE 3" MULCH CREATE SAUCER AROUND TREE NO FINISHED GRADE hwyffi w-, NVAV wwwwwwwwwwwww www •I`%I/�jj` 'sii�i�: �i�Ji i ��i�i�i i ei i f ' ���411 CUT AND REMOVE WIRE BASKET & '�'� � � � � ♦ ►����♦ •������ ���. �• � .. Vii., TOP 1/3 OF BURLAP FROM ROOT BALL B&B ROOT BALL COMPACTED !■ SOIL MIX AS SPECIFIED BELOW SCARIFY PIT BOTTOM SPECIFICATIONS: 1. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 2. WATER THOROUGHLY AFTER INSTALLATION. 3, REMOVE TREE RINGS AND STAKES TWVO YEARS AFTER INSTALLATIONS 4. PROVIDED DRAINAGE FOR PLANTING IPIT IN IMPERMEABLE SOIL. 5. TOPSOIL MIX, SEE SPEC. CONIFEROUS TREE DETAIL NOT TO SCALE