The URL can be used to link to this page

Home My WebLink AboutWPO201900062 Plan - VSMP 2021-06-08. -44t pLT Ft ��F �00 j� CLINT W. •v�7SFFLET >� \ TC \ N ^'� E / 449.79' \ \ c \ \ > E \ w vE LU TC 448.62' �HN a 3 TS tj 448.76' p LL 449.12' w O -- -- \ `- Q-i V 00 Z BS 449.72 � W s m ry a Z F iMI.0 - - - - - - - - - - - - - _ �� O � Q In LL W _ Lo Ln Q C A BS - - - - - - - - - - - - - - - - - - 446.48----------------- -- TC-B�.`_- Nry W .( TS 448.34' 4a8.78 - - - - _ \ _ a -1,U 425.20' . - - - 448.72_ -` 449.36'--,� 449.72' - - �/ Lo LU \ - - \ - _ N LU (Z) -- - - ---- - - - - -- -- _ �� - --- - \ L --- s.3' - - - - Age --_\ ¢ i0 Z _ W DATE TS / TS-------------------- _ - -- \\ 457.a2' ------ 311812021 434.32' _ _ _ _ _ -- - --O DRAWN BY 434.56' - - _ DESIGNED BY 455.OT - _ TS • - , - 4.92' • C. SHIFFLETT _------- ----- - \ --------- ------ • CHECKED BY i \ - - S \ • • C. SHIFFLETT - - - _ ' TS I 1 52.52' - _ - - - - - - - - - - - , - - SCALE 438.56' \ - _ _ - \ \ I / • 1 "=10' , 451.72' \ \ I - - TS • _ - \ 451.72' 1 1 9.92 TS 45 gg 1.62' S J I --- 0.02' _ --- - - - - -- • l�l � \ 45I TC �-�---------_- -- - FSO 4�94'' BS I 452.31' Q5�' I - - - - i \ - 448.47' TC TCLU - ' 451.89' TC \ 452``.57' 1 TC \ / .7.52' 452.53' TC ' - - TS / 452.24' / \ 452.45' 452.63' - - - - TS J 443.94' \ \ / / / / I - - - - - - - - - 447.32' \ - / 452. 2' / k52.55-- H� \ \ / ' - - - 452.69' - - - - - > ' V 451.72' , 'bW - - - - - - - - - - - - - - - - - - - - - 452.16' 452.60' 452ss 462.60' - - _ - - - - - - - aaa. Bw 0 2.33' FFE=452.69' / / FFE=452.69' - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - 445 - - - 451.46, 452.33' ,'/ // _ --- -- \ ---- -- -- Q SAN / / / es Ts > SAN C� A93 SAN a z.a7' aa- - - J Ld Z AN / / / ------------ - O Q ------- ------ - - ----------' 452.37' BW ' LLI \ LU Q s - - f > LL CD RETAINING WAIL- - - _ - 4 - - - }p Q MAX HEIGHT 2.9' / - - - - - - W ~ Lu , FFEiV52�.69' / I - - - - - - - ' O Q / FFE=452.69' i _ LU TW BW / ' '' i 454.69' 0 U) JOB NO. 40919 SHEET NO. C4.11 L / 00 IL 4381<1 CLINT W. >' ZJ/7SFFLET > S13ds ago l / r ' / 61812021 . SCALE 1"=10' / // / , r / / / / j / ' / , \ \ / / •-0 �'�•� o 0 10 20 / 0 KEY PLAN , / / / / / / / \ z \ / , / v E W .N 3 437 / / / / , / \ ¢ LL 0 3 0 W L smo Z J V I l l , l , , / // / 9 ///✓ / \ / / \ \ �50M P F y ZM c�, .i 00 \ I O 1 \ �aLU c�l 0 w / w I 1 1 I I I / ,/ / \ ,/ / / \ \ \ \ 438 o a �' a a w rIj u CO I 1 ' ^ , / \\ \ \ y\\\ / \ - _ _ ; DATE 311812021 43$ 1 � �_ -- -_ -- _ - DRAWN BY C. GA YNER AD I I I 1 I Ico, / \\ \\\ / \ \ / - _ _ _ _ _ p3� • DESIGNED BY I I I I spy I I / \\\ \\\\ _ _ - ___ --- • C.SHIFFLETT I I I I I / \\ / -- ___-_- I • CHECKED BY I I I I I \ / / _ _ _ -_- -i- - I - - - - _ _ _ • C. SHIFFLETT I I i I I I I / \\ \\\ / `\\\ \ / --_ _ I _ --_ • • SCALE / I \ \ \///\\\\\ \ \ \ \ \/\ / - - �- \ \ • 1� �LU I 1 \ \ II I 1 \ \ \ \\ \ \ \\ \\\\ \y\ �\ 1 1 \ TW \ \ \\ \ \ - - - - \ I > \ 434.57' TW BW \ \ \ / Q3 ` I \ 7 z Tw I \ BW IG \ \ L' \ \ \ \ \ \ \ \ I I Q \ \ \ 433. \ \ \ / \ \ \ I I I ^ LJ \ i Z \ // O < Q I I GG \ � \ /C \ \ \ \ ` Q Q \ \ \ I / W LL 1 BW r�\ ° \\\\\� Q /I� 1 431.07' \ \ 1 \ \ Q \ \ \ \ / I / W < (D 432.89' I ' /G \ 4 \ \ \ \ \ / LL 4 I / \ LU TW \ \ \ \ \ \ \ I / I // // 0 LU L BW 436.38' - t7/ Z / 1431.54' Y i �433.6 �^j 1 \ O J 0)\ \ , I w U Q TW \ \ \ v. \ \ 1 I / I / I / LU / 433,49' / \ TW \ \ \\ \ , / // I RETAINING WAS/L Q ' / I 435.54' \ a3s.vs' \1 / / RETAINING WALL / I MAX HEIGHT =/3.1' / TAINING WALL / MAX HEIGHT = 3' /// / HEIGHT=4.11, /// 440.87' /// 1445.24' 451 / / Tw / Tw / RETAINING WALL \ / / B / MAX HEIGHT = 2.2' 1 / / 1\ \\ / i e / aaa.s2' / aas.ls' a48.48' - I Tw 444. / / BW TW / BW I TW / 441 / BWw L_ . /_ 448.03° 448.33' L451.37 / 439.78' / 441.82' / �Tw TW 439.53' ., yBS ' / TS 438BS _7 . 448.11' 56' 438.86' 441.13' .84' 445.11' ' 448.35' 451.35 39.26/ �438.61' 39.07' W TS4394�. / / 44.79' I BW .-TOd '448-..3'.i' / n T\ry 445.09� 448.03' I 451.30' \J , P9.50' 441.2,3 441.20' / / -44 i BW / / 4 4192' / BW I 8.16'i BW TW , JOB NO. TS / / / 439.24' / 442.50' 445.24' I i 448.48' 451.4,1+ i - - _ _ _� / \ 439.20' 1 1 ,/ / RE(TAINING WALL // ' // � 40919 ------------- / / r / IRETAININGWALL ' - _ \ e , / / VAX HEIGHT = 2.5' / RETAINING WALL I � � ' SHEET N0. _ \4" / t MAX HEIGHT - 3' A a38.1ar k / / / RET NING WALL . /\ / / Qp2 , MAX HEIGHT �3 I / ,' ' C4.12 / MAX HEIGHT = 3' L 441.23'I T / / /z ' 454.65' Bw Bw Tw / / / _ - - - • t, A �t r . Tw Tw / BW ■ �•� I.T FI rr BW / 444>92' 445.24' I448.16'/ 448.48' 451.4 \ _ _ _ - - _ - 455.03' 457.33' / / / . •rj. f �,a• 439.24' / / /4a2.50' I � � / ' / / � = R�TAINING WALL / ' / 'I / / ■ • 1. r / 'CLINT W. ' / RETAINING WALL IRETAINING WALL / VAX HEIGHT = 2.5' / r MAX HEIGHT - 3' / / �= ~ • / .� ' / / / ' FFE=457.45' • U % S F F L E T Y • RET,A(NING WALL / MAX HEIGHT �3 I � / / � , - / MAX HEIGHT = 3' / ' / ' / / / FFE=457.45' i ' ' / : �o Lie. N 54380 ago 61812021 v 8" HDPE R09 i o rohs, \ / DRAIN AT� 01A1 F •� sw 4W / / I / \ A55 ■ J2EfAINING WALL 1 SLOPE (TYP. rre�r�ee�� 439.83' 442.29' / / / I / / > / i MAX HEIGHT = 2.9' /' . ' Bw �' �' M E BW / / I ' /' ' ' / / '457 ' 456.69' �' �' / o 440.95% TW / / ' i ' / ^� c 4 9.71' /' / / / I / / / / / \ ' ' 456.9s' N, ' / > E / RETAINING WAL / 442.s / / / ¢ o 39.1 / \. / / MAX HEIGHT = 0/ 7-BW / / / / I /' ' / ' / _ ' ' ' ' ' / w v E / ?r' BS /'\ / / / TW 442/88' / / /' /' ' / / / / \ \ �Al�l _ 457.98' 457.02' 456.98 / / W .� 3 439.21' / / / R41.15' /' / / / I / V J S / / / / 9 / I / / / I I \ / / ¢ U. V 3 / / / / ' o U. 1.15' Tw / / I / / I I \ _ - 458 Tw / BS / 442.92' / / / I / / / / I \ _ 7.45' ' ' ¢ W Z BW1.17' BW / / I / / / I/ / / / / / / _ _ ' ' FFE=457.45' / / / 5�E=457.45' � > o rn a ory / TS / / 441.15' Tw / 443.12j / /I / / / f/1 ry a es / RETAINING WALL 443.02' aa3.1s / - - - ' / 7/' 1 ` �BW asz3s G ) X / // 442.10' TW .75' W v .. 0.47' 1 \ / 439.97' HEIGHT = 1' // // / // ,/ i / / I I d'5�14' 456.79'LU • .457.36' 4 =V Q� O W U) I " IN W V Z / I / '457.00' v T� ' TIC / ' TC 2 '456.79' 45Z.22� Z) 457.56' p ,Bs I 440.99' 1 / / / / I / / / / ' / I 454.67' TS ' O 458.04' Ox / W 0 458.14' I / 458.14" / ' / / LU O LU Z u 0 °0 \ / I BS p 442.33' 1 / I I I I / / I / / / / i / VI DATE / TS 442.82' \ 11 311812021 O DRAWN BY / I 1 C. GAYNER 1 BS I I / \ / ' / • DESIGNED BY / I � 1443.01' / Bg / RETAINING WALL / / / / / i 4 3.12' AX HEIGHT =/2.4' / Bw / / \ I ' / / • C. SHIFFLETT 1443.59' / / 443.12' / 4 I 1 I yY I / / / I \ /' / / / /' / /' • CHECKED BY / 445.60' BW / TW /' / / • C. SHIFFLETT 443.01T / 445.64' I I / / / ' / • • SCALE BW BW 443.46' / 443. BW 64' Tw N59 TS 443.85' 1445.70' 445.62'? / / / / / / vtO / / / / / / • RETAINING WALL / / / // / // / / ,/ /' 460.14' / / I / MAXHEIGHT = 2.2' / 460.14' / / / / / LU �/44.8 45!67' b$ / // / // // // /' / /am // 444.75' A / // / / // // // / / // / V / 1 Tw TW / / / / , Bs / / J 46.14' 6.79' / / / 456.67' BW uN M , / ,/ 446.23' Ts 46.27 / b'/ /� BS / \ / / Z I 445 5' / BSIVV / 7 447.50' / / / / / / / / / / / 45T.S88' / 460.14' / // / Z 459.84' ,' , / / Q / w 1�1 Q Li RETAINING /V / // / r1v // / ///// / / // / w Z MAX HEIGHT - .8' / / / / 4a9!2 )3s O Q 1 \ / DP` / / / / / TS TS / / O / / / / / / / � � LU 451.47' / BS / / V " / ' - - - 1 ' LU � J L/L� / 0.58' 46031T BSA 451.57 / a5`1 BS / / / / / �' / LL \.J 449.97' / / / / / / / 456!37' A / TS T w z w / / ' 456.2T g7.87' / / / / / / / J I l r 45059' /\� / / / I // / // O Q JII�nIyH / W �--- 460.70' w BW 452.9T,OY' / O / 1 / 1 I \� i l � / � / /' / 457.50' q� TAINING / // I� / / h C) WALL / / O MAX HEIGHT= \Lo /452.52' TW d• / / ` _ 452.5 / to10 II / Lo I n /� '1 ' ch JOB NO. I I I I / ' p /. /\ / / I / I y SCALE 1"=10' I I 2 I `^1 I \ //. \ / // / l/ / / I I I 0 10' 20' 40919 � SHEET NO. I I I I I / / / / / // / I N 11 KEY PLAN C4.13 N L . ° / /PJ 1 C=______ _ - ---------- ---it 1 1 °_//i�iii'ir//''///ii/// ' �6/% I �i � ! // � 'i 1\\@'ice/jam// ��-��'�-� �11111'�l/ / r/O%/ I Oo�,r/ / �i�';.j/'//l rl ��/'111\111II11\ 1(lllll1�14�//////i llil I I \ 1\ �ll \ - _ r / \ r / // / I / � '\ I-Nr s„ ��, r ,//r \ / ///// / /,///bp-__�. (/fllllll l \� (� _ i"1� \\\\] \\\]�� \ \II )• \ 1\\00]\]�- ---�� , �iira � ` /, _ _ \ \ 1/l�lll I I 1 - 1r 5/\4C I' _ _ - - - ' / l //ii/l _-�i J/ -' , , , % \> I �• �d ; _ J )1 11 I I' s -- . 1 / \ /d 480d ll/IIII/W////�i''a � ��/ /t\\\ \1\ l\ \/•�J� 1i�. - �\III' #264 / / / ] ] _-_- %r\SD�\__i 1,1 1111111111\11IIII'\�:� =ONSITE� ^? I'/,Ill \` ] - L a; - PRE -DEVELOPED l I°cfl I �ll /l/ I' i'- `-�• \\ \� \ _ �' //i _ �?!•�_-- I \1 DRAINAGE AREA r �. // III Ill l I I � \ \ \\ \\\] - ` � I / ) ism �-�_�`% \\\\ \\ \\\\\ \\\ \\ \\ �• // I/� iT,`I 1\\\ \ 1 11j'I I I I \\ ^ \` $ = f III(/� �� III'�II \\ TOTAL: 14.75 AC - - _ 1 u IMPERVIOUS: 0.21 AC / F r/ 1 \\ \\ \\ \\ \ \ I / r \ ) / / I \ I\ A I � � f ! 1' � _ � � �`�'�\\ •ii IfING RWSA 20' TURF- O.00AC !/�l ) ,\ �O�\ \\\\\�\\ \ \I I I / / �� \ 1 1 I p I I/ _ \�� - _ - \ I II \ \ \o\\\�d \\ �J 11 ilcffuNEESMT. ��`\\ `__ WOODS: , / / d! //;�-/)\1\d\\\\\\\\\\\\\\\\\III r\7+��-=�- i71 41I ~!i/ �' I -__ ,___ - \I \\ \ \\ \�\\��ti\ \\yD1.1024 148D. /r / t J II \\ \ \\\\\ \\d / r/. _ - - - _ - - _-- - - I \ I J \` t\ 1\\\ IIII r9 150 TC=6\\ 1 \ \\ \ 1 I p I /i/ o(�\\ �� \ \ * - - f•�i ' '/' /ii/ , //��/ /_ - _�_/ Jr. 1 1 t\t \\\\\\` \\ �'A \ \ �1.///di' 1 ' / - T �- \� \ .j'� \ \ \ \ \ \ I \\ \\ \ 1j11� �I \\/ _ -- - � _� _ _-- '-�-_'---- �I\\ �\\ � �\� . � \ _c\�\ \\�\1 � I '1 / .%-=- tl \ /J ' n \ ` 11 1•I�1 I;I 1,� \`,, � �1�1 _ _ ' /ir�: '/ ' i -- - 4b � � � � \ 9 A t ` I � \ / / / - �` / rb /- _ / \ \ � IIT r/ II \ ,"�"SS��•\\\\ \ ^ I\\h�\ - - - - - - i /,� / /i/ / rr� / / '� - - - - - _ Jyli• . I��-\� \ \�\ I I 1 7 \ _ ��'�' 0� _ 1 \ / (� 1 I /I I 1'l'(% / Q �7 I ^ I / l� /rll��'p�ll Ili \\ \^\\�\X\ \ --- j0--- //o_ 000/.00 O/ l Qfl//I/�///j/////�' 40 �I �J/7 \ \\l} \� y�• i/ �// I%(!//I j// // 'II IIIII I��II1 1II 1II1\11\11\I\�(11�IIIIIII �IIIIdIIll 1lA' aI>1II`�u\��\\- \\ \\Q\\\\�\��\\\\\\\ ` �/ •� � l\ \ \ \ ___ \--_ r �I\�\ \ \ \ \ \ - F �L 1 n�OC �1i7 1 \fie / / // i J / 1 \ \ /! I /!IIII \ _.%-Li�f/� ARLrSs/T'NE�� - �r 1 �f--rl •. ,/� /�iG ' / 1 J \ h\ ll/ / / /f / �x// / \\IIII\\�]��\\\� - \ \� \ I //I 1 l'�\\ '/�I.PI\""f5 \ \ 7 1 1 1 \ 1 / 1./�•\cent 1// //// %•-'/ / -/ 'r /! �/ J l� ' ,��\� _/��A \\\\\\-r_�/'�///� Sj' �'/l//////+� F \ r lJ-�" ll / i //ii'ij�/ice/ \ \\ \�\\]\ \ / r� X / .r, - % //� ��'i_ ) al /i////i/�.�/ fDOi � / i J //-.\ --� i�%�ii�\o\ ��__%%ii4� /i '////�% / /, I 1 _,� ,w!///�✓ �� \ \\ / / �//y�1\\ i i � j/ / �r / � - i //'� / / /•I lyl�n III � .a / {.`-�>� --_ �\\\ \ ] J ] _ // //l'j�'\\�i��_ii'/9\\\Il\�_��_ O - / / • ' III I l\-?`--= r \\ /A///////% /,// /, _ \1\ \bl // //r'_ /�� //i//lllllll� =-_ \ __�-_ �.i\ir�/i/i// l\r \ II�-�,\\\\\ 1 / / r/r/ / // //// / / �M _\\\\ �II11 !/ I/I 11 //, i r/ I, / ////�il�//��- _/�/i'\\\;s�===�=''�•'/�/ri�ir/ Ill! \ 1� / \_- �'y11111\\�\ I q f ( / U /1 / 1 / l / / I j /, �/ / \\ I 11!/ ! !'/ / I (/ / i 0 ' - rram.''--\_= %/ii J \ I'( I' -' \ \ \ \ pl I r / / \ / / / / 6/ I / -_/J > /i /i // / r I // - rl ! v�\ \ \ ��Q 1 Tlj I \ \\ of 1 1 I I I I I I l f / , // /, / I /i/ / -�`Oa \\ 1 N// li//I , l / // // /i / bg / PRE -DEVELOPED OFFSITE __ g4� -= r // // ///ice // J r J _ ` 1 \ \ �'� . i�( �\ \ _'G+ I 11 1 \_ \ \\ \ \ \ \ 1 I I 1 ,r �r �� I D - b�ii y /v' \\\ \ \ \ \\ \ \ \ ]]\\ \ \\\ \\ \\ \\ \ I\ I I I I I '�/' j%/i„� �711,11111 III// / ///RAINAGE AREA\\]\\�"// ! \\III lI // / / / / /i TOTAL:1.52AC�/ /// ( ///ll liA// / / / / / i�\ ��2'lor.Fy�l 20'15'AIWT Y% / //� �//'®� ] \ \\ �$ �/ /' / '� II'Il //�// �I I II>�I I I I IIII 1 / / I _ - /i�G/✓IMPERVIOUS: .51 AC rURF: ' l I - I I l - \} ]\ � \\ \ \� \ \ \]\�✓ \ 111111 � / �` 1 \� ��, �\�.\ �.\J�Q�'•�BI `11f f f /' J 11/IIII//// �l 111111 I llI WOODS: 1.01 AC ��%i/��\' \o\N\'\\ \\ \ \II\ t\\\� \\� \\\\066�i'llllll/l!/// :111111 II II III //!/II III\\ _-_ /ii/i�� \ \ \ \ \� _ /J ll/ IIII IIIII II I I 1 \ \\ _` _-ir��/.�is//��% I _ �\ \ IIII \ \ \ - �"i / / _ .Ys�° / /i r .r / �r /' >2� \\ ! \\ \ \ \ \\ 1 \\\\\l\\\\\\\\ �� - / l/7 %r /j•/ i///r/ / 1�-�- /' \\ 1 / ` w� ��\ \ 1j1I\\1� Illlt\ \ \\"' //,y//id✓d \\O\�\\\ /ice/� =�_ / l / j�// ii� / // ( �_�` \ / //_ - / -i / � /i / //,/. / �\ ri \ / / /i \\ O / \\� r `// �� r / //r/ / \Cs� \+Z� `\ \\ / \ \ .`� \ \ I r/ / \ - �1C\ `- \ ! �L \ J��'�7', \ \] \ �O 1 'i\l - - \ \ j � \ \ \_ r X \/ / �` \\\ II III LI \ _`Z_ ��ggg O 'I/ PRE -DEVELOPED DRAINAGE AREAS II I 1 111 \47\ \\ t \\\ t \ Z\ �� \ -0to�\�\` - �\\ - /<//�i/i /r' /'/%//// // /i''�_ 'o ��%_ �� _ �� _ /r J, / �i/�/ j/T\ \t \ �, i >' `- \r \ - •'< , _ \ \\\ �,( / ' %l I l] \\\L\ \\\�\1\\\\I I1\�11 ° \ ° o - ,/,� ! \ I / /-> `/�I pH _ - DRAINAGE AREA 3 / °. I I// / o TOTAL: 7.01 AC �y i DRAINAGE 41MPERVIOUS:4.24AC/i/i/ �/ - _ \ /i'I +(I`ri TOTAL: 0.63AC \\ /jam �' TURF: 2.77AC//'/ j ( 0/ /, I j / IMPERVIOUS: 0.11 AC r j _ _WOODS: O.00 AC l l / I /vp%/ r / / 11Tr/i ril- °°TURF:0.38AC //// r ,__CN=83 I I'I ,// / r I \ I\\ ( \ ! /9 �) . WOODS: 0.14 AC < / I / / - - -Tc \l l l \\ I 1 I I I \ I. \ AOl \ \ I (\ \ \ `Z / Ji 'f ` Y /\ / /'CN=67\�//II III �> �� _ \\ �I\\\\ \ _ \ 1 1 \ \ \ /J' / 7 l• j//i \ I-r��/' . _ r �, r /r \ l /, IIII I �/ - - _ \ \\ \ \ ] \ \ I I I sr _ _� r=�'_ _ _` I I I\ \ ` / [ r /j TC=6.0 � / I I � �a a�� - - \\ I ) I \`90] � - - - ' /�rir////ii/ IT r -� IIIII �'' /i' p\\ ] / Il// llI III / I II \ \-//�// /IIIII/ IIIIIIIIIII II'\i �4 1�9//" \\\\\\\I\1\\11\\ Io \\\ \ \ \ \ / '\/ f �, ''/r/ �'l t > l'I; 'tit(.SI4rj///// /ir4//G r / l ' -I \\ '�p �i �► - -_ - - / ) \ 1 1 I�(r d•,� 1 _f 1 f/ / / I �\l - - \ 1 r-. n. \ \\ pl�l'\ \\\\�\t \\ 11I XII7INGRWSA20' l I. it \ ! /- �� I, I _ \ I I� \\ � I L � �- -I �\_ - � J - - 1 1 \ \� \\\\d \\ \ � TERLINEESMT % II 1 ^ - \ ' \ I \ \ \�ti� \ \\ DIP. 1024 148D. _L \ \\1\ \\ IIII /'79 150 DRAINAGE AREA 5 �/ AREA 1 B TO a\ \I P -i i/9 i °i ' / \ j // w \\\\ k( \ BIO-RETENTION #1(�J1AdEi TOTAL: 0.30 AC ' "� _ '--/� , -y � IMPERVIOUS: 0.06 AC - -- - 1 / i / \\\ \ F - / /_ \� TOTAL: 1.52 AC ,_cam / - 1 TURF: 0.20AC =/� _ �o I y \ IMPERVIOUS: 0.51 AC \I 1 I / _ - - I0- it WOODS: 0.04 AC _ - - - _ / ♦ \ % \ _�\\� o - - - t % - ) \ \ ��' TURF: 0.00 AC \ / - --� \ / ^ \ l/ /l ,- / \\ \ hI I I /III 1 / I p� \\ \,� \\\ CN = 68 _= - _ - _ _ / _ \ WOODS: 1.01 AC \ \ \ -� \� r / //l, / //'lI\ \ / A I Tc=6.0---� -'A eo\\CN=73a 0 C/o/:6.0 �1 III IIII \\`\L \ \I\yI@NIlII IIIfill V /\ \\\\ \\\\\\\ \ ��l / -\�c � 1 2-..�� V6'� HARD ' / ' 'o-'o� /I _ _ ` I / 1 I \ \ -\ ` _� _/ �/'_-%N�. Cc'E�� r-�7 1 \ h ��111ppp]]]((( /.//_ S�hi/ems_ P I _ r 1 / r, of /' / - ///i � �' / / /// _ i/� /JI///�� _c=--_-��/� \,�}.�_�;��//�i�>ij//� // ,/ J/r, �i r /•I - \II/I '�.a /i/i''t.E--'.� �-\�\ \ \\� \\��_ \ / // O/ //,/✓ / / ///////��_� _ � / l\5 i i / / Y ////,��_�_�__��= �$// Il\\��-�� %%i/ /i////rr//// /7/' / / 1 I��1111 / //ii �-_ �\\\\1\�. \P �J z 9' /i\�& L // � ..��i�/ r�ir �/ii//J/ I/-M�ltr r /I/ «i/ti/ �� II�')1\jIIII l\\��r(-_�-`__�-•'�� \\ \\\\\\ \\11I11I11��.111\( \i\\/�, DRAINAGE AREA IA TO,-�_==_�r%-_ , of'/ �! \ \ w III 1 \ \ }�r`5 __ �_="'>�,/ //ii / / �` // III .v\\ \ \ \lam II \\\ BIO-RETENTION #1 / _ / y� ..\1p\�i),( �\ \ _'Yr� 1 Will; r \ \ \ \1 I TOTAL: 4.48 AC' \]\\� \\\ \\\\\\\\I1�11111 1\ \\' IMPERVIOUS: 268AC \ \ \ \`\ 1 \\ \ TURF: 1.54 AC \Ill ///' ` _ _ ' /i /i/q%ilia! _/ / _03=;�ii'/%�\�� <w \ \ c111rt ////// / / r/r�/y��/iy \b\ \y\ •.\G`, WOODS: 0.26 AC ,1 CN=83 DRAINAGE AREA T i� 2 O�.�. Tc=6.0 / p s = BIO-RETENTION#2 ///'�'f// /'/�J�3'i i r "Y�' / r \I\I \ �\ \ b •\ \ \�_�� '�///// //\ 4►� - Ar ,,/'i//�//�/ /r ♦�_ // / I \\ lam' ` TOTAL: 2.36 AC \\,.�' / p le `�� /�/ Js� \O\ p\\ \�\ a S//// IMPERVIOUS: 1.37 AC ��//ii'///� I TURF: 0.95 AC /- -S WOODS: 0.04 AC i o \\ _ p \ - _ _ - ,/O ��\�� _ r _ _ Al = - � �� \\ \ ��= \ � _� �__=__ � = id CN = 82 4+� � ��SyY�� =�Y•�-3� -r_-\� 7 /� /ll / - .\ A\ 1 a �a POST -DEVELOPED DRAINAGE AREAS / ,� I \ \ ,\ \\ . l✓/� \ \�i�.,_ \ 1Z `� O b.p to\�NQ\= ' �=ice/� \ I �!` 7✓/i I / �1r; i\ i �' �/• _ /r - \ \-�/ / lI I I 1 ll \ \ \\ \\\ \\\\ \ WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.75 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.54 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.42 0.404 10 YEAR 43.82 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.67 10 YEAR 7.18 10 YEAR 51.04 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.48 ACRES IMPERVIOUS = 2.68 AC. MANAGED TURF = 1.54 AC. WOODED = 0.26 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.48 0.510 10 YEAR 27.80 POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 2.28 10 YEAR 7.18 10 YEAR 48.74 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 2.36 ACRES IMPERVIOUS = 1.37 AC. MANAGED TURF = 0.95 AC. WOODED = 0.04 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 5.77 0.256 1 YEAR 1.04 10 YEAR 14.31 10 YEAR 14.11 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. TC = 6.0 MIN. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.33 10 YEAR 43.50 10 YEAR 37.11 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.30 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.20 AC. WOODED = 0.04 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 3.73 10 YEAR 1.20 10 YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): rr�1 "`DEVELOPED :50.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q'PRE-DEVELOPED OFFSITE QMAX (1-YR) < 0.80`(7.42 " 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(1 YR) POST -DEVELOPED = 3.73 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. t pLT Ft //F 00• CLINT W. :;.d/7S j1FFLET >� �.0 Lie. N 54380 4� iG 61812021 ^� E 0 ul OV N � N C > E w v E � w w 3 Q a o 3 p LL w w m _j V oMo Z -u O .. rn �1'/1 Nv a z W v M 30�x cUl1 o � ur)i vry Z Z ~ Ery > p O � a M O O x ti W 0 F o� > N 0 z O DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1"=60' Lu 1� 0 z ^Q w ce z Q CwC � G Ld LLI a C2 O� a J Lu m Q W Q }O w z Lu Q=) O Q W " 0 DC � Q O O F- O 2 O JOB NO. 40919 SHEET NO. C6.00 L BASKET 24" LONG EPDXY COATED #4 F Al STONE FILL RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1 NO SCALE �24 TW ELEV. 431.91 0 0 0 BASKET EDGE 12" 24" LONG EPDXY COATED #4 REBAR RIPRAP-LINED PRE-TREATMENT CELL BIN ELEV. 430.91 o O \/EM\/BED_// Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE O / O•- \ \ 1 l/ °° o - 1.01' FREEBOARD 100-YR ELEV. 425.49 CREST ELEV. 423.92 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE WSE ELEV. 348.00 L POND BOTTOM 418.00 4.2" H x 4.0" W ORIFICE POND BOTTOM TO BE W/ TRASH RACK COMPACTED CLAY LINERS INV = 418.00 8' DIA. X 1.3` CONC.BASE TOP OF DAM = 426.50 - 8' - 117.9l' - 24" HDPE @ 0.50% NV 417.90 6" IN CONCRETE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale EMERGENCY SPILLWAY, 45' LONG, 5' WIDE INV. 424.99 IMPERVIOUS CORE AND CUTOFF TRENCH INV 417.01 1-YR ELEV = 423.75 10-YR ELEV = 424.87 100-YR ELEV = 425.49 ° I / o `\ ° ° + ° \\ / o \\ � � � GP °° I I ° ° \ ` / ° ° / + �\ / / / i��, /^ UNDETAINED TO DITCH ALDRAINAGE ONG EA C ° ° ONG o I I o �\ \ / / o i 0 0 ° � /� �� OLD LYNCHBURG ROAD I I I I I I I I, --------------- I / -------- ------------------ _ - --- -- ------ �914T fI -\-71ANI--- , i - + o / 0 \ 0 �VDOT-SIGHT o I I o \ MANAGED DISTANCE O 0 I ° \ \ \ STEEP SLOPES 4 EASEMENT / / ,�� v 0 I I ° \ \ 1` / (TYPICAL) 1\ + o /+ /o I o \ % o; / PARCEL 09000-00-00-OOIAO m I o Oo + \ + r ° / / SOOT OOD CHARL07TESVlLLELLC �I PARCEL 07600-00-00-051 �0 0 \ 0 / // HOOD MODEL TRICT SOUTHWOOD I ° + + 0 \ / + /� v CHARLOTTESVILLE MODE I+ I ° 0 0 + ` o + \ \ ,O / �PF �0 /o / // • • I o NEIGHBORHOOD MODE 0 . _... - /I DISTRICT I I ° 1 °° \ \ o p�P�, / o / / / / a. -� 41 I DB. 4706 PG. 198 I° I(./ o °o° � ° ° o-_J o 0 STREAM BUFFER/ 1°o° �BOIf° ~ - 0 ° FLOOD PLAIN I n0° CONSERVATION AREA oJ J /-/ / + /°mo° o I 6o°/I I10 %J°//OVERALL ° DEVELOPMENT AREA = 5.70AC a/ / \ / o 0 ( /0 / / ° , IMPERVIOUS = 6.30 AC �� C n o i p- _ PERVIOUS = 9.40 AC - - o Qo �- II11 `\\ + o\� \\.� \ J / I /-//-• \ �� L ° - ° °/ o I ° BIORETENTION #1 ° I i- - ❑ L \ \ Q s..- "e '\ % / vvvv I �� I �- � o +0 0 o° / avvva �- M h `\ O �,� o .. < I,. o - 0 0 0 \ % ° ° o 0 0 oFO o 0 0 ° ° + - ` V / / SCALE 1"-100' VV o I I �v v �// �// 1 i i / / C; �� G' 0 100' zoo' .�ivvvv v' / + o° _ v / vp v v v v v v v / / DRAINAGE AREA A �i 0 f vl v v 7 v v vvvv v v' ' / BIORETENMON #1 vvvvv vvv vvvvvvvv TOTAL=4.39AC + / ° vvvvvvbd vvvv, vv-P�vvvvvvvv'.""� IOi % 0° vvvvvvgvly v^vvvvvv�yv.vvvvvvv'o T /. PERVIOUS=2.55AC i i vvvvv - -^ 'vvvv vvvvvv � I IMPERVIOUS = 1.43 AC � ' ° v v v v v v SWM FOREST AND �� L %' I FILTER AREA REQ. = 3,669 SF I I ' vvvvvvvvv vvw vvv OPEN SPACE rvvvavv o .. v v AREA = 6.87 AC v v v v a�'v .� i AREA PROVIDED = 3,809 SF I V V V 7 avvaysb ) LL o + av v '."+ 1vVV ry v P I TRICT � r + vv vvvv 'p'� ♦ vv vvv".' 7% + + vvv' ° v .I I f. vvvvvv \ ° vvv I I . //,-v v v� DRAINAGE AREA B ♦ ° vvv :' 'vv �{vv `t� BIORETENTION #2 ° v v v v TOTAL = 1.69 ♦ - ° '+ vvv'.' I�ivv PERVIOUS=0.65AC' ♦ _ I �� + ° v v v v dl+" I v v IMPERVIOUS = 1.02 AC ♦ _ 3 / 00 ' v v v Vl ,, #v v FILTER AREA REQ. = 1,488 SIF i +/ v v v v b bb v AREA PROVIDED = 1,587 SF -♦/'+ S + ° vvvv �vbv �v/////////// ♦ / // ... `, - \,. 0 vvvv v -- vvvvv / ° v v v v b AREA EXCLUDED FROM , v v vV v QUALITY CALCULATIONS vvvvvawv A / AREA =4.76AC / Q \ / ° \ vvvvvvv VIV\t O �` l (" vvvvv+vvvvv\\� vvvvvvvvvvv v + ° aaaaaaaaaad�� aOa 0 aavaaaavaaaav�a9 �.,•./ \ vvvvvvVVVVVVV-VVV 'o vvvvvwvvvvvvtV�wvNvvv 0vv r �- \ o vA'VVVVvvvvvvb\V�v'V1I7VV '�,v v t \ \a V V.avvvvvvv\v\Vly W sv3�vvVDWV0WW VD q °0 vvv"vv.vvv\` K-�vvv��y�avvvvv�-vv-a-v� 8vvvv o _�v6�VV%WVv\I"V-wvv-vavvvvvvvvvVV vvvvvvv j `\ ° ,w,vv�gvv�v�RvvvvV�wvvvvvvvvv vvvvvvvvv + o a v V 7V-a-V-Qv Tv'-V pvvPQ�vavvv'pav v "lvvva / + v °o + �� vvvvvvv V9VR��Qvvv-v--v�vvv°vvva vvv aaaaaa �. �I °0 - aaaaaaaa�vtrg�vyovv� aaaaaaaaaaaaaaa v as / 00 `';gy,v.v-w-vV V V V V- a�;¢aao�V� vvvvvvvvvvv vvvvvvvvv vvvv'. o -�y.VVVVV,V.VIQ, V b vvvvv'.vvvvv vvv vvvvvvvv vvvvv o v�bae��Cvvvdb�Q vvvvvvvvvv vv vvvvvvvv vvvvvvv/ �- °o b.vvvvvvvvIIs�';p';pw,vvvvv vvvvvvvvv V V V V V Vq / o+ + v.vvvv'vvv'*Zyvv°vvvvv vvvvvvvvv vv-,qrvvvvvl. \. vVVte�tvvoVvvv vv v v �vyv l °°` \ + a v v v v v vv v ��AS3�8iYli�TvRO v vv ° + �- �pO,g wb vvvvvvv ryyep�JpaR vvvv 0 UFF PORTION OF FOREST OUTSIDE 8" 8` NTH'-6�' ER b vvvvv v V vvvv. / o OF WPO/100 YEAR FLOOD PLAIN d-R9`�Z-vvvvvvvvvvvvvvvv / ° TO BE DEDICATED AS PART OF vv^dvl-�vvv vvvvvvvvvvv II \ ° vvwv'Q vvvvvvvvvvv n MITIGATION PLAN \ . v v v$ ° o - � ° O \ d7�aaaaaaaaa A // II o o ` 0 av 11111m / •T 00 00° + �� . °O'- vavv�' �avvvv 8 O u 0 o vvvv VV / 0 O 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.05 10-YR ELEV = 415.25 100-YR ELEV = 415.96 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.39 ACRES TM= 9,832 CIF ` 1.25 = 12,290 CIF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 / 3.75' = 3,277 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.75' = 492 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.91' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 424.43 18" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 432.01 10-YR ELEV = 432.50 100-YR ELEV = 432.98 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 18" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 3,3989 CIF . 1.25 = 4,986 CIF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.65 ACRES FORESTED: 0.02 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,986 / 3.35' = 1,488 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 4,986 / 3.35' = 223 SF SURFACE AREA PROVIDED: 232 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE j� CLINT W. •v72S UFFLET >� 0. 0 Lie. N 54380 4� 0' 6/812021 ��; ^� E 0 0 rn u N � N 0 > E v E w 3 H_ U a) Q a o 3 p ILL - wO `mom j V 2 Z w -u O 00 rn (L w 30'x U) w K) �i vry Z O Z W =�>>� ~ > p P nO wM L U 00 � d 0 O O x ti C7 � 0 LLI F o� N > F N 00 a z O in QI 0 Lm DATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' Lu V I� I a- Q W a w J O� Q w Jco W J LJ_ 0 LLJ }j w z Lu u O L I_ I..L 0 III C) U) 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 L o _-- -- -- -- -- // / // 9- - - - - - - - - - - o° / / / / / / / / (TYPI AL) / / / / / / a / DEQ Virginia Rurw¢Red nMHhod New Development Compliance Sprmdshret-Version 3.0 t - - - - - - - - - - - - - /O - t - - - - / / I - - - - - - - - - - - - - - - - - � � / / / / / / / / / / / /° C2011 MP Standards and Spedfiotiom 02013 Drag BMPSGndards and Spedfira[iom /'% / / / / / / // STEEPSLOPS //o / ° / / / / / /�O / Project Name: Southwood - - - - O - - - - / / / / / / / / / (PRESERVED) o / / / Date: 3/15/2021 o ' STREAM CENTERLINE �. / / / / / / ° ° � � � - - - - - - - � t/ / ` / / / O gn pecifico Tom p AMP Desi s r Lirt: 2013 Draft Stds & S ea 0 OA- S / / / / / / / / / / / /D / _ t � � / / / / / / / / � 6 0 �/ � Site Information O / / _ _ - _ - _ I r s o / r°°oo / �/ \' / i// t\ //I /// / /// /// ///°a / / ! / / / / / o / / Post -Development Project (Treatment Volume and Loads) / i ' / / / / / / / / / O ° / / / 3 Lard Cover (acres) 0010 � ` - / / TEEP SLOPS O Asells BSoils C50ils DSoils Tmala �` r / // / // / / (PRE,SERVVD) / o O �// / //'Fomstropenspare(aaes)-ond�smmed, 6.9s /" oretted forest/ n ace rreforezrea 6.98 �x r / '/ Mauged nrflacresl-ainYmea, graded s.m / t^1�� / Tor ge woMermrfm is 8.02 / / 20 / 202 O / Pv I / I ImpervimaCwer lxresl 6.61 6.61 _ J i d / / / / / ! / / /a.. I I I •Faresr/Opm Spoor oreosmusrbe PmNrmdlnoaaNanre wlM the Vlrgima RurwR Radxtion Methotl 21.66 Constants Rurmff Coefficients Rv 16 o° / Z ♦•3 .at• / �I �"t •ail �a�P • ♦f:. / � / NAP. •. sue•' . �r 4:•)i,��l.' o is W tool PIS� • LAND COVER SUMMARY POST DEVELOPMENT Treatment Volume V c ��•�i / /• Af -�weidnesi ft (1 0.0 Treatment Volume (cubic Net) 29,414 01, / �� / I� �- r , .►,cw'� ■ • • • • 1.1 Annual kunall(inches) 43 TaWteainall Evem(inches) 1.00 Total Phozpbomz(m)EMC(m ) 0.M Total NMWn(m)ENC(nWIL) 1.86 Tarter TP load (Ib/we/yrl 0.41 Pi lunnlezz mnecam Pxtarl 0.90 a• i � _ ''° Ili ,Z��,�� •� Oil IN ��'' T�� ;=,.�:-� ...d alp' �y, �� •,��•i`�i, �e! �_ 11�� 1•� 11 w -., � � � � I � ��•� CIS � . \ BIORETEN Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE lac, IMPERVIOUSCOVER lac, IMPERVIOUS COVER TREATED lac, MANAGED TURF AREA lac, MANAGED TURF AREA TREATED lac, AREACHECK datamputcells nnrtarnvalux ralodationcells DA. A OA. B DA. C DA. D DA E AREA CHECK 0.41 0.02 0.00 O.Oo OR. 2.55 1.02 IT 0.00 0.0o OR. 2.55 1.02 Lt OK. OK. 0.00 0.00 OK. OK. OK. OK. OK. OK. Site Treatment Volume (fta) z9,434 Runoff Reduction Volume and To By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED In') TP LOAD AVAILABLE FOR REMOVAL Ob/yr, TP LOAD REDUCITONACHIEVED (lb/yr, TP LOAD REMAINING (lb DA.A DA.B DA.0 DA.D DAE TOTAL ],8 is 3,191 0 0 0 11,057 6.18 2.s1 0.00 0.00 0.00 &68 s.ss 2.2s O.OD 0.00 0.00 7.81 0.62 0.2s o.OD GOO am 088 NITROGEN LOAD REDUCTION ACHIEVED(lb/yr) 40.61 16.48 o.00 am 0.00 5].09 Taal Phosphorus FINAL POST -DEVELOPMENT TP LOAD IIb/yr, 18.48 TP LOAD REDUCTION REQUIRED (IIIII 9.fi0 TP LOAD REDUCTION AC IEVED (1111 ].81 TP LOAD REMAINING (IIII 10.6] REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.79 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yd 13z.z1 NITROGEN LOAD REDACTION AOIIEVEO IIb/yrI 5).m REMAINING POST -DEVELOPMENT NITROGEN LOAD IIb/yr) 75.12 DEQ Virginia Runoff Reduction Method New Dowtopmem Compliance Spreadsheet - Version 3.0 RMPDes,gn Spec fcadI 2a13 Draft Stdz & Specs Updole 6ummvy6heet Site Summary Project Title: Soulhxaod pdnt Preview Dare: 44270 Print Total Ranfall = 43 md,es Site land Cover Summary A mils BSoils CSoils DSoils Totals %of Total forert/Open(acres) i 0.00 &W a.o0 O.m 1 6.98 32 Managed Tod (acres) 1 0.00 1 8.07 1 0.00 1 0.00 1 8.07 1 37 Im,entious Ce.(acres) I add 1 6.61 1 a.a0 I add 1 6.61 1 31 1.66 1 1m Site Tv and Land Cover Nutrient Loads Site Rv 0.37 Treatment Volume fti 29,414 TP Load (Ib/yrl 18.48 TN Lead (Ib/yr) 132.21 Total TP Wad Reduction Required (11 1 9.60 Site Compliance Summary Total Runoff Volume Reduction (113) 11,057 Total TP load Reduction Achieved 7.81 (Ib/yrl Total IN Wad Reduction Achieved (lb/vrl 57.09 Remaining Past Development TP Wad (Ib/vrl 10.0 Remaining TP Wad Reduction(Ib/yr) Required in Drainage Area Summary D.A.A DA.B DA.0 DA.D D.A.E Total Fnrert/Open(acros) OAl O.Oz 000 0.00 0.00 0.43 Managed Tud (acres) 1.43 0.65 0.00 0.00 am 2.08 Imperwnus Cover (acres) 2.55 1.02 om 0.00 am 3.51 Total Area (acres) 4.39 1.0 0.00 0.00 a.Or 6.08 Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D 1 D.A.E i Total TP Laad Reduced Ib 5.55 2.2s 0.00 0.00 0.00 7.81 TN Laad Reduced (Ib/yr) 40.61 16.48 0.00 0.00 0.00 s].09 Drainage Area A Summary Land Cover Summary A Soils BSoils CSoils OSOIN Total %of Total Forest/Open(a.$) O.m 0.91 0.00 O.aO 0.41 9 Managed Turf (xresl O.m 1.43 0.0a 0.0a 1.43 33 Irrymious Cover (acres) O.m 2.55 0.00 0.00 2.55 58 1 4.39 I BMP Slectons Managed Turf Impervious BMP Treatment TP Load from Untreated TP TP Removed TP Remaining Dawnrtrtlm Practice Credit Area Cover Credit Volume (R3) Upstream Load to Practice (16/yr) hb/yr) TrmtmeM to be (acres, Area (acres, Practices(Ibs) (Ibs) Empoyed Total lmpentl Coves Treated (acres) 2.55 Total TurfArea Treated(anes) 1.43 Total TP Wad Reduction Achieved in DA(Ib/yr) 5.55 Total TN Wad Reduction Achieved in DA (Ib/yr) 40.61 Drainage Area B Summary Land Caves Summary ASoilz BSoils CSoils DSoils Total %of Total Farert/Open(acres) 0.00 0.02 a.o0 a.m 0.02 1 Managedmrf(acres) 0.00 0.65 0.00 GOT 0.65 M Impervious Covx(acre) and 1.02 a.o0 add 1.02 60 BMP selections Managed Turf Impervious BMP Treatment TP Load from Untreated TP TP Removed TP Remaining Oownrtream Practice Credit Area Cover Credo Volume (R3) Upstream Wadto Practice (16/yrl (16/Yr) Treatmem to be (acres) Area acres) Practicez(Ibz) (Ibs, Employed Total Impervious Coves Treated (acres) 1.02 Total Turf Area Treated (acres) 0.E.5 TnaITP Wed Reduction Ach eyed in DA (IbMI 2'ss Total TN Wad Reduction Achieved in DA IIb/Yrl 16.48 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation excessive ondin dead (ants or P 9, p concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.98 AC MANAGED TURF = 8.07 ACRES IMPERVIOUS COVER = 6.61 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.48 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.60 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.79 LB/YR' *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.60 LB/YR X 25% = 2.40 LB/YR > 1.79 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. �t pLT Ft t/F' labor to CLINT W. S J1t-FLET >� M .P a Lic. N S13de 4� 6/8/2021 �4 M E O CD O N Vi N C > E W a E LL Q LL o 3 p 0 W t7 m .^-I V 0000 Z d U.IJ -Ui O M Oy [L (A ry EL W W � >i {� >C to (] Q J LL 0 V) �i vry Z Z x > °n O W F 0 ry i wed L U LO I- O o; o Lu M o O Lu x ti (') ' W 0 orN > N Do a Z O in DATE > QI 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • • • l� rWn V Q 11 0 a z � ce < U) W 0LLJ WQ(0IL O �J,J � w �0< 0 W" � Z0C 2 p 0 0 0 U) 00 T> i 0 U) JOB NO. 40919 SHEET NO. C6.02 A Soils BSoils CSoils DSoils WrezVOpen Space 0.02 0.03 O.M 0.05 Managed Turf 0.15 0.20 0.22 0.25 Imcerviouz corer 0.9s 0.95 0.95 0.95 L b \ \ \ \ \ \ \ \ \ - / , , // / / / /i / / I o .a A . \\ \\\\ \ \ \\\\ \ \ _ � / / , / / 6//I I/ / a / \%� rV N I ! / / /! I I � / 1 1 lj, 502' \\ \1 \ \\ \ \ \ \ 1 1 \ \ \ - _ r /r // //r p/ / / / /lrll� \ / / / i \ \ \ Q I z \ \ \ \ \ \ \ \. \ \ \ N. \ _ / / / / / / /i / / / / / / / /III - III 6% ° / / I % 4'P6. l \ \ \ \\ \\\\ \\\ \\ \ \ \\ NN. .Qj/�,/// / // I'lll- 1\ I \ ,/a,6/ qq,• / * // ^ �__ _ \ , ///0 4 NI - ^ BUFFl�s �v \ °\1�=�/ �C o \ \ \ \ \ \ \ \ \ 1/of // / / / IK I ! r \ \ \ \ \ \ N. \ r �♦ / 1 \ o \ TR�AID1 ERI / - \ \ \ \ \ \\\ \//// /o /o °136 o \\ \ \ \ \ \ \ \ \1II♦@S%T101 - °'/ O \' -'--- \ °° \\ °I I \` \\ \ \\ \ \\\�` \ �\ _ �`^^ \ -----_-�''�/''///{%/moo/ter / / ,�rj%.' //// �OHP-o / ' / _ 0 \\ \\�\ \ \ N. 14 V /r� / °i/` 4 /i , \ \\\\\\� `\W.OAK\ _ _ - - - - - - G R09D / ° / I \ \ \ \ \ \I ` ` `� \ \ \ \ O \ I \ ,\ - �\ _ _ _ _ _ _ _ _ - _ _''-�' ' 1 _ - - _ OL STATO ROUTE 1 H) \/' �/� %' '� ' " _ _ 4 4 1 \I \ \ \ \ \ \ \ \ y I\\ I� \ ST CAMORE \� \_ 1 _ _-fit-- - o% (ypRYING DT //// / 9' / 210 \\\ \I- �� J\� \ \ \ \ \ \ \ \\ / / / \ 1 l\ Lj \1-1 °o � / N. \ \ ` L „ 1 0 o '_ I -0-��' 208 t - MAPLE ° °° °0 o /-LGT- o °o 100 0 0 O OO o000000.00000000pO° /-� / I / / '" /� / / / /_�'/// /'/' �/•//'///' / ' 216 '100/ '2 / /• A� / p 2 /-\--Lli I II \\==_ _,-==_?=i o /•'• !• / 2A / \�� 4`\ 1 1 \I I I� �I �L�.--I - 4 / 206 '� i F _ \ 234 1 1 y I I \ 1 ` / \\ ♦ ,` , N\ o''OQ ,' /, '�� , 404- Imo\\ Nw,11 -1 I- `/ i I ll / �''l o°°�� ''/'/ '10' w O \ \ %\ --� �^ I I,,I 1 1 I� l� ovR:FI - /' �' / I c ` /04 )) \ \ \4 i Oo � /' � � / 6 / ��:, •I: a; ` _ 4 \ \ \ 1 1 23 I I III Icl 1 I I \ \ � /. ft9' / i �� '//'/ / / ��p �/ \1:. \ \ ) / / / / / -i--i II /' 9 / ' "/ 20 4: 22 23 / / / / I `� '' IV L'i �' /��''' ''''' 40 04A I 224B / -L/_Z-1 I I ,1 I4, \ * / ,/-- -� •0'240 / L -�/ ,r r// // / /^ /\ r ///L/�UG\T \ _ _ _ I / / I O / / / _ / / + �� \ d / / / / _ / / / /'/ i / ''' \ l /�- -� r'.� ' /'J /A��• // /////// \ 9� % 0 lii� I I I II P° I/ / // / / I/ / '/ // / /' // / // ' r / 10 \ I // / I , / / ' / / //I' I / / / \� 1 i / l ' ' c / I I I I I o I / / / / / / 1 r /' / / / ' " 110 _ \ I I 1226A / `IC %BUG/P/ // I I Il Jo I I / 1 1 l / 1 / / / / , / / 40 242 O T 1 Illjll llI I 1 I I l ' I I / //' (\\ Iv /■rr I Nri _ �j 25.,� '4/' ° �/ri /l ' /Vow / \\� \op l I h 1 \ \ \ I I / \ \\ \\\ \o \ \ P A \� \ \\o\ ON \ \ FA IN,\ \ \O \\ � \i� \\��\\\ \ e \ \IN,\ t\ L \ \ \ \\\ � \\ \\` \\ °o� \ \ \ \\ \\ N\ \ ° °\`\il"m .° , INLET AREA C ` INLET AREA C 106 0.06 0.74 160 0.14 0.73 108 0.05 0.69 162 0.08 0.74 110 0.03 0.74 164 0.10 0.77 112 0.18 0.77 166 0.02 0.77 114 0.08 0.70 168 0.02 0.78 116 0.16 0.66 170 0.16 0.65 120 0.23 0.48 172 0.24 0.72 132 0.10 0.76 202A 0.07 0.73 134 0.28 0.56 204 0.07 0.72 136 0.08 0.72 206 0.12 0.75 136A 0.05 0.65 208 0.14 0.76 138 0.04 0.74 208A 0.19 0.69 142 2.87 0.42 210 0.09 0.70 144 0.09 0.74 210A 0.06 0.42 144A 0.13 0.72 210B 0.03 0.78 144B 0.12 0.72 212 0.03 0.78 146 0.15 0.96 214 0.06 0.73 148 0.07 0.74 216 0.14 0.79 150 0.17 0.65 218 0.20 0.47 152 0.13 0.74 220 0.04 0.72 154 0.10 0.73 222 0.05 0.72 154A 0.08 0.73 224 0.06 0.60 154B 0.08 0.71 224A 0.17 0.73 156 0.11 0.73 224E 0.26 0.57 158 1 0.13 0.74 1 226 0.12 0.76 Tw 428 54' / - J '00I'// \ ` ` \ _ � \ - �_ '� i/ // / // / / 1 I l / I ` 114 <`n �� //iii' /"'�i y' /i%ii/-J �/ // ✓ //' // / INLET AREA C 226A 0.20 0.68 228 0.06 0.// 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 0.77 510 1.10 0.41 600 2.35 0.25 - _�_/��/ / \ \ \ \\ \ 4 \\ - - / // / ' i/' /' /�.✓, // ^ `_ � ,/ / / / 11 I I \ /%ice _ _ \ \\ \ \ _ - �i///, // / / /�-,��/// - ////. .i/ l \ . ..• LEGEND S /--- ��t-_tee_ O ___^ ' -$cg4i /\`� ° \--- \ \ ` \ \ _ _ _ -- ///_ _��/ �� /�i%/�1l 1 \ / /// // �� IMPERVIOUS AREA / \ \ O 01 N. \\y�" //� EX SANMH_ \\moo\ (PUATE7�T16/f-T - ' _ \\ \ O \ - - - - - _ ^ ; ^ , \ \ • 11lfl T 2D�FI NhFAf�Y $EWER SE n� SCALE 1 "=50' \ \ TOP = 398.1 588 LL=391.8 I \\\ �� o� �\`\ \\\\ \ `---- / //'/ 4 -\ \� 0 50' 100' L0.=391.7 N. C00000010 \\- \ / \ o s\\\\ \`\`\`-- / -/i KEY PLAN tpLT Ft 11F' 00� CLINT W. 7SFFLET >� �Af Lic. N S13de 4� rj 61812021 •�csco. �c�N%,G,,•� P F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �W^J V I\ J W >_ �^' a I..L Ld 0a J U/ WL Q LLL LL] W Q C) O W " 2 oC 0 C) U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.03 L --------------- \ - - - ,- ----- - -- ------------ ---- - 6 to 10 \ \ _ -f QI\ /- Palo L-1� _/I__-i--\\_\/ '/'y ' / / ' ' /-�-/ ' / J I I I I I I----1--------- -- -- ---- ZZ --` - ' - \ I ` ' _ i ' /s t / l / 1 r I \ 1 1 1 \ \\ D LYN(JHL LIRC§ /120AD \ \ / \ \ / o\ = _ _ - - 5 -�' / r I / - L- i - t \STATER TE 1 J , :x \ \ ` - Q- �;-�/ l I I \ 10. 2' - - ------ _ / 20501 - \ ` s��% ! I_-----------� 1 1 I I i------�--- --4- -- -\ rc� - -fOLD LYNICHBURG %70AD I I - - t -t \ - - t t --- - - - t\\. (1J/ /�3WERO�ITE6'31 - - \ \ \ \ \ \ \ \ \ \ \\ERCR-N--/ (f� YII�G R/l%WIbTH)\ \\\\\\_C AWRYLINKLwE485 i----_- _ - - / I\ \ \ -�- ---Z- - ULVERT ''_ ___--- / \- \ 1 \ ----[---� yc\l V 510�\ GF \ULVER_,O//GGP // /' ' / �'�-var/-j,i%-_'�_ �^�L�uES / / __I / - - - _ _ / /aL£EcrNic / � f /I' I I I // / 506 508 / •03 - _ - / l / / / / / / / / / / / / / / / / / / / ' TELE B TV LINES to �/ 0,r�iC Cr / / \ 'ME.s lyy1NEs / _ / _ O 17 O , O 172 / Iz _ _ _ - _ 1 I I I I p /Ul , I I I 1 / / , / / / / , , r , 172 cn 4 / /�� 1 - / I I I \ \\ \ I I \ -\/ _ i///i/ i �'' `-__ _-// I / I \ \ 1 11 I I I 1 / I I / I I ! / / / / / / I 1 I / 1 7 1 ' \ m /� ' _-- 1\ 1 1 I 1 I I AO I �a I \ I Ij rn \ / f 1 sr I I \ \ \ \ I O INSET / /IIIIIIIIII / a_-_�_11�� I I I \ \ \\ \\ \\\ \\ �� _� �� \ \ \ I I 1 1 I I 148 I I / // \�\\\\� �� `I \ \ \ ��\ ---- �\ -445- �\ �� I I I IOU-'/' / \�� r\ / I \ \ \ \\ \ \\\ \ �\ - -- -450, - - / ��♦ ♦ �,r _ 150 4 ; ` - / - - - / 470 146 // / - 152 ♦ as a -P - --- _-- - - - - -- \ \ \ 152 a 154B 10 ♦ 154 h o ♦ / / I \ \ \ \ \ \ \ \ 1 4A 156 W 160 - - - - ' - - - - 6 �� ryp 2 144B / ' - - _ I \\ \\ \\ \ 11 1 /� ' 26% ` 16 /// _ _ ��\ \ \ I \ ' ' / ' JI I I _�� -\ \ \I \ I\ ! I / \\ \ BEEnq CH y / �/ k- - -- i / \� I\\ \ \ 1I I I f ULVERT/�/ I�+ I i "f 1 \ m �11 f! 1I +.f1� ♦ 11 I N l -1�,, . \ '7 - _ _ _ _ _\I, / / I I ! ' I , Z U /' \ \ , \ _ / i I I f f _ �`- , \ _ = _ __ _ _ __ _ / \�--ate \ \ \ \ I\\ a - - _+' % �UGT� -UGPj = _ ----- --- _-- \ I I I ! (�' a �, r �"� !� i I l / / 1 J l 1 I 1 / -UGP =c - =- u - --� I / _-�_ ��r lam+-== _=_ 17 1 \� �_____-r-'/ I /// � X✓ /l//l ///�_/ / I1,TTE_RNUTIANE--_l • f ` --�_- --' --- 1.-4695 ---- -�-_= \\ \\ \/ \ �SAN \N 14 WOAK\ I I/ _ --- - _- LEGEND ,`� IMPERVIOUS AREA \I \\\ \ \\ \ \I\�\\\ r__ I \ SYCAMORE+j_I_ _ � \` \ \ \\ \ \ \ 1 \ \ \ \ \ I - I INLET AREA ' C INLET AREA C INLET AREA C 106 0.06 0.74 162 0.08 0.73 226A 0.20 0.68 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 \ � \ \ TB" P \ \ I j I I V � y\ \ \ � _ 1 j - p \ ` \ \ \ \ \ A� \ = I \I / \\ \ \ \ \ \ r - - UG UGP / / 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 I ` �/ �// �`/ \ \` \ 1 \ \ // ❑1��7 �_ _Uc- \ � 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81MALE ------'114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 ,U(5T 116 0.66 170 0.16 0.65 236 1.22 0.47--_--- 0.16 '-- -- --- ' �v -- -- / 1 '__/_---\� � `_� "( / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 1 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 , 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 1 y / / \ ��y V _ 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 j ' / / /' �/ 1 , / / i/ �/ / `\ �� ! 7 - / _ \ / / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 ♦ ♦T '� / / / / / d l .4r "��/11�� 1 / y �/I /`t i� i'�yJ / ' ^ \ \ \ _ \ ' ' ' 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 32 _ 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 UGP / /� \ \ \ �. 1 ' ' / ' . ' / \ \ \ \ \ - - \ _ _ �/ 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 \ 1 �yyy ` - G - ♦ �� I - \ \ / _ , - \ \ _ / _ _ �/ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 1 I ` _ -� - _ / ' - - \ \ \ r - - - - _ ' / - - F _ - 1446 0.12 0.72 212 0.03 0.78 416 0.08 0.50 234 1 y� I 1 i \ \ \ / f - ^ \ _ ' ' �� _ / / / ' ' - \ \ \ \ \ \ \ / / , ' , ' / / '/ '/ - 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 110 I,K \ \ \-�0 1 \' �� 148 0.07 0.74 216 0.14 0.79 418 0.09 0.68 go 1 1 \ _ I �I 1 1 c 1 C\� \ \ \ _\ -- \ ` \ _ / �''/' _ \ \\ \ \\\ \ \_-- /'/ ','i%'�'','� �_/�y- 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 / / / L _ ti ��Iy`� \ -\� \ �\��\ ` - �� '/ ' / / - \ \ I \ 1 1 1 / \ \ - - - / / '�i 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 \ II /_ UG _ / / / / / _ \ \ \ \i/ 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 �1I1\ I�1Ij 154A 0.08.7508 0.08 0.77 1546 0.08 0.71 0.17 0.73 510 1.10 0.41 LiG600 0.11 0.73 0.26 0.2.35 0.2523 j158 0.13 0.74 0.12\ 156 0.76 /l' / - �#, r _- '� ____;-_''-��-''i'i'// --_ i/___- ///////// // � _ •. / 3 If // P / ////////'/l�lll /// '�'' 1'�_ '' /// \\\ - 1----- -'`_ '_.f ///// // //// \ `J 0 AL0, 100, 50' If ell /�--------- �' /�� - - �'i/� �,;;Z:-, �� i //// ///// ::' // c' I I KEY PLAN t ftLT Ft L�F' 00" CLINT W. 2SIUFFLET >� • • 0. 0 Lit. N 54380 4� : 0 61812021 �0 M E 0 rn o N � N C > E v E w 3 w w Q LL o 3 p LL w0 �_j U000 Z w -u O ce rn C7w �� a W M I. 30�x U) oa �LL w p � U-)i vry >� Z O Z W x� ~ 0 > p wM U a- � �H 0 � d O O Lu x ti C7 � 0 W F o� N > L Lu F N a z O V) K 0 >- • i ATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �Lu V Q I� � Q J W �^' a Ld 0< J U/ I" I" I QLL LL W Q O u " 2 I..L 0 C) U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.04 7 L ROUTE PROJECT SautM1 oaLVillagei DESIGNERCG DATE 6/8/2021 ROUTE PROJECT SautM1 oaLVillagei DESIGNERCG DATE 6/8/2021 ROUTE PROJECT SoutM1 o.dVillagei DESIGNERCG DATE 6/8/2021 e, 00"` CHECKED: UNITS ENGLISH CHECKED: UNITS ENGLISN CHECKED: UNITS ENGLISN t,pLT 44 •, -i CLINT W. T >� SJIFFLEMimi 41,Af Lie. N. 5131<e 4� oil oil iG 61812021 4t� M E 0 0 rn U N � N C > E W ai E QjU0,0 Z Zj —i 5: 0 O w � 30'x V) oQ"=LL O (L cva W 0 K) U)i vry ~ Om wM 00 7 Z Z 0 W > p L U 0 M 0 0 0 W u o >LU N = a a Z 0 VI DATE 0 311812021 } DRAWN BY C. GAYNER DESIGNED BY • C. SHIFFLETT • • CHECKED BY • C. SHIFFLETT • • SCALE N/A W Q J i U) z o w - �; Q aw O � J LLJ U a LJ LL o � J w z z � Q 0 - W u °6 w LL Q a O O `2 1 ,O V 1 JOB NO. 40919 SHEET NO. C6.05 .�m��.�®■®�®��®®®gym®®�®�®mm®®®gym■�m� .�m��.��■®o��m®®gym®®�®�®® ::: �®��m■�m� .�m��®gym■��m��m.��mm��m■�m� .�m�®®gym■��m��m.��mm��m■�m� .�m�®®gym■��m��mm.��mm��m■�m� .�m��.gym■�o��®®��®®�®�®mm��®gym■�m� .�m��.�mo�o�m��®��®®��mt��m��®gym■�m� ®mt®��m■��m.��mm��m■gym .�m��.�®o�o��om��mm��m■gym .�m��.�0000��m��mm.��mm��m■gym .�m��.gym■��m��mm.��©mm��m■�� .�mm��®gym■��m.��mm��m■�m� .�m��.�®■��®®®®®®®®®®®®®®®®®®gym■�m� .�m��.�mo�o�� III ��m��mm��m■�m� .�m��.�®■®�®III I I: � III ��®�m�� .III ®®��®gym■�m� .�m��.�m■�m� I I I I I: ® I I I I I:�®®�m��®� I I I I„ ®gym■�m� .��-_�.�®■��® I II �� III ��®®�®®®� III � ��■�_��_ .��-�.�®■�� III I I: � III � I I.: . II ®®�®�®��■�� .��.��■�� III I I: � III ��®®®�®�®® III � . . ��■�� .----.-�■�� III I II � III ��®®®�®®®� III � : : �--■--- .-�—�.-®■ "®` �� III I I: � III '®: I I.: �®®�®�® '®: III "®: � � ®' ��■—�— .�m��.�mo�o�®�m�®��®®��mm��®gym■�m� .��.�®■�� III I I: � I I I � I I.: ®®®��®� I I I � : : ��■�� .�m��.�mo�o��®��®®��®�mm��®gym■�m� .�m��.�m■�� I I I I: ® III � I I:�®®�®�®® III � 1 1 ®gym■�m� .�m��.�®■�� I I I I: ® III � I I: �®®�®�®m III � 1 1 ®gym■�m� .��.��■�� III I I: ® I I I � I I.:�®®�®�®� I I I � : : ®��■�� .��.��■�� III I I: � I I I � I I.: . II ®®�®®®� I I I � : : ®��■�� .�m��.�m■�� I I: ® III ©' I:�®®�®�®m III � , , ,,, �m■�m� .gym ,,, . „ � „ m■��m��mm.��mm��m■�m� .�m��.�m■�®®®m3� III ®�®®®�®�®m III � , , ®gym■�m� .gym ,,,. ,,: ��m■��m��mm.��mm��m■�m� .�m��.�m■gym®III I I: � I I I � I I: . II ®®�®�®® I I I � , , ��m■�m� .�m��.�m■�� I II I I: ® III � I I: ®®®�®mt®� III � 1 1 ®gym■�m� .�m��.�®■�®®®' I: m III ��®®�®mt®� III � , , ®gym■�m� .��.��■�®®��® III �®®®®�®�®® III � , , ®��■�� .��-�.��■�®®®�® III ®' I.: �®®�®�®� I11 � : � ��■�� .��.��■�� III I I: ® III � I I: ®®®�®�®� III � I . ��■�� mtm��m■��m.��mm��m■gym .�m�_�.�®■�o��m.��mm��m■gym ��m��m■��mm.��mm��m■gym .�mm�®®®m■��mm.��mm��m■gym .�m��.�®o®o��m®��mm��m■gym .�m��.moo■�o��m.��mm��m■gym .�m��.gym■��m.��omm��®®�� .�m��m■��m.��mm��m■gym .�m��.�mo�o��m.��mm��m■gym .�m��.�0000��m.��mm��m■gym .�m��.gym■��®��m.��©mm��m■®mom �mtm��m■��m��mm.��mm��m■gym .�m��®mtm■��m��mm.��mm��m■gym .�m��.�mo�o��m��m.��mm��m■gym .�m��.�0000��m��m.��mm��m■gym .�m��.gym■�m��m��mm.��©mm��m■mom �mtm��mtm■�m��m��mm.��mm�m��m■gym .�m��m■��m��mm.��mm��m■gym .�m��.�mo�o��m��mm.��mm��m■gym .�m��.�0000��m��mm.��mm��m■gym .�m��.�mo�o��m��mm��m■gym .�m��.�mo��® :::::: �� III ��m��®m®��m■�� .�m��m■�m��m��mm.��mm��m■gym .�m��.gym■�m��m��mm.��mm��m■�'� .�m��.gym■�o��m��m■gym .�m��.�mo�m� I II I I: m III �� III ��m�� .III ®IIII :I I II, ��m■�m� .�m��.gym■��m.��mm��m■gym' ��m��m■��m.��mm��m■gym .�m��.�®o��®®®®®��®®®m�®��m��®gym■�m� ��®� " ��m■��m��mm.��mm��m■gym .�m��.�mo�o��m��m®��mm��m■gym .�m��.gym■�m��m��mm.��omm��® �mt®�®��m■�m��m��mm.��mm��m■gym -� .�mm��m■�m��m��mm.��mm��m■gym .��.��■�� III ®� III ®�0�®��■�� .�m��.gym■om��m��mm.��mm��m■gym .�m��.gym■�m��m��mm.��©mm��m■mom L LD-229 PROJECT: Southwood! Ratlegelopment-Villagel Oesgned by CG LD-347 PROJECT: Southwood Redevelopment-Villagel DESIGNED BY: CIS STORM SEWER DESIGN COMPUTATIONS 'LOCATION ChatloOesHlle Checketl by HYDRAULIC GRADE LINE ANALYSIS cneokea: \\\44444044000 pLTk ()/0 STORM FREQUENCY 10 INCIDENCE PROBABILIT 10 Year ; 44 c ` as UNHS ENGLISH t �� j- ; j� CLINT W. •:� 7SI�IFFLET >� ♦ • �Lic. N . S4380 or ZG nbiaizozi M E O O G1 U N N C > E w a E > y U N �i a o 3 p U. 0 wO `m ^R Q� U00 Z LU LU J -N C) Ce M �y I- Cn LU N � a W ED 3 O x U) LU Q =v 0 O i v N Z Z =aU O W U71 U) i N % O wM � U O w Z D 0 0 = ti � BJ LU 2 0 ti > N = a a Z O i/) DATE 3/18/2021 O } DRAWN BY C. GAYNER DESIGNED BY LD-347 PROJECT. Southwood Redevelopment -Village 1 DESIGNED BY: CG •• C. SHIFFLETT HYDRAULIC GRADE LINE ANALYSIS Checked • CHECKED BY INCIDENCE PROBABILITY 10 Year • C. SHIFFLETT • • SCALE N/A • • W J L0.347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS � ) Checked: _ 1J J INCIDENCE PROBABILITY 70 Year 0 ce z z o W > Q W J O z J J w Q LU Co U L0347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG Q HYDRAULIC GRADE LI NE ANALYSIS Checked L.L I NCI DENCE PROBASI LI T 10 Year �� 0 Uj w 7J Q L O W u °6 W O O T� i O JOB NO. 40919 SHEET NO. C6.06 DRAIN RUNOFF CA RAIN RUNOFF INVERT ELEVATION LENGTH PIPE FROM POINT TOPOINT AREA WEFF. INLET FALL of Pipe SLOPE SIZE (Dia Dr SHAPE Numbs d'Pips Capsty Friaiw 9ope NORMAL FLOR' FLOW TIME (I7) (18) INCRE-AWUM Lasal Tota1Q UPPER LOWER D�&�4 VnEnINCRE-ONFNNOSEAREFERENCESEAATENTULATEDTIMEENDENDSp�Rise)FTENT-LATEDAseMinutesTu/E3rCFSCFSFLFL/FtToCFSFLt/SecFLMivotsMimta(1)(2)(3)(4)(5)(b)(])(8)(9)(LO)(11)(D)(13)(L4)(IS)Ib) (1]) ]0] 1G6 ID8 009 dtt Dn5 005 5110 654 d00 d31 42626 42555 7100 QOL000 IS (kwla 1 )00 OOOWD 018 011 dll 288 031 d41 541 ]D9 ]]o ]Ds do3 a]a onz oal ssz 6za duo z6s a3zlo an9a 9zs1 aoaa9] Is �a,la 1 la e4 doolso 036 02» 021 v4 L66 do s99 111 112 112A d18 d]] d14 030 541 641 d00 191 4W.84 43826 430] 005990 IS grcola 1 1].13 ODD080 028 021 0.1] 922 I60 d08 549 ]]]A ]]2A ]]0 d13 d]2 dD9 039 55L 638 dW 25L 4#]5 4322a l2ZR d01996 IS Cirwla 1 989 000130 d43 03] 024 6]2 L13 032 582 113 ]]a ]]z dos a]o dab dls szl 6ai duo Lou bolo bao9a e3s3 doa99s u Cirwla 1 Is 6s doomo 021 dla d13 73s Lol 02o sa] ]]5 ]]6 ]]4 d13 d]5 dla d 10 Slq 654 d W d 62 44830 44522 9690 d04005 LS C'rcola 1 1401 d00010 d 18 Oil 011 5]4 d69 022 522 ]]9 ]O8 ]20 005 d]0 DD4 O50 599 fi23 d00 319 425-45 42453 61 a3 QOL498 L8 (hwla 1 1393 00008D Oa9 O50 D2] 639 LI2 d16 615 ]D ]28 ]26 dDD ODO 488 85] 426 dW 2]]5 41900 41800 2495 Q04008 30 (hwla 1 8896 000410 096 L]3 052 I6-01 494 dD3 860 ]29 ]30 ]28 dDD ODO 488 851 558 dW 2]]5 43038 42]JS8 6256 Q03996 30 Ormla 1 8883 d0041D 096 U4 052 I6-OD 493 dW 85) ]3] ]36 ]30 d10 d]I OM 488 8a6 559 dW 2Z]5 43]19 436 ]3 3094 dOL48] 30 Cirwla 1 54-19 d004ID 12] 150 063 I110 318 d05 851 ]33 ]34 ]3sA D28 O56 dlb dlb Slq 654 dW 101 4385) 43'190 4459 dOL503 LS Chwla 1 858 000@D 029 022 0❑ 4]0 d63 036 536 ]35 ]364 ]3fi dab dR d05 025 530 644 dW 161 43'L80 43'129 51 L6 d0099] LS C'rcola 1 699 d00650 d41 d35 023 462 d74 038 549 ]35A 132 ]36A 009 dtt Dn5 005 5110 504 d00 024 43887 43838 4827 QOLOLS IS (hwla 1 )QS d00WD 016 Om dID 26I Q2] D3D 53D ]37 ]38 ]3s dD4 d]4 003 L56 528 645 d00 102(1 439-IS 438b0 5520 000996 24 (hwla 1 24-46 000180 09D L3] d4] )43 U6 d12 54a ]39 ]40 ]38 d]5 d41 031 L53 510 651 dW 999 440-OS 43925 ]9 a3 QOLOW 24 Ormla 1 2459 OWI]0 089 L35 d46 )42 U4 d18 528 141 142 140 287 d43 122 122 500 65a duo ]99 44251 4W.60 638] 002990 15 Ocala 1 12.10 OO1360 074 0]6 035 Id54 24] 0.10 510 ]43 IN 136 ]3fi do8 d]6 da6 283 ]9] 5]I d00 1652 44505 44233 18126 dOL50L 24 Orwla 1 30 Q3 0004'IO 106 1® 052 9]9 255 031 82S ]43A ]44A ]448 d13 dR d10 d10 Slq 5a4 dW OAS 44364 4433E 32J0 dOL009 LS Orcvla 1 )Q3 OOODW 022 d15 014 329 039 037 537 ]4?B 1446 ]36 oil d68 DD] 300 82S 432 d00 1721 44223 44052 L07W QOL504 24 (kwla 1 3d 06 OOeSID 109 1]4 053 989 261 d18 846 ]45 ]46 144 d18 d]] d14 014 5110 654 dW d90 44835 44]59 3824 Q0198] IS Ormla 1 98] OOW2a 025 01S d15 500 d64 d13 533 ]47 ]48 ]44 dD] d]4 ODS 263 ]Ti 5]] dW L538 44635 445 LS 11992 QOLOOL 24 Orwla 1 2452 000410 LLS L8] d54 824 220 024 )9) ]49 ]50 ]48 dl] d66 Oil 258 75] 580 dW 1506 45i66 451s2 L0195 Q02(IOL 24 Chwla 1 346] 000390 092 142 047 Id 65 268 d16 7]3 ]5] ]52 ]50 d13 d]4 d 10 010 Slq 654 d W d 64 454-L6 453]6 4005 d00999 LS Orcola 1 ) W OOWIO 025 018 015 355 Q45 039 539 ]53 ]54C ]50 dDD d0a 225 ]20 453 dW L333 46L98 460ffi 4525 d0249] 24 C'rcola 1 3813 OOe310 d81 119 043 L138 275 dm 72'1 ]5?A 154A ]548 008 d]4 DD6 006 5110 504 d00 d31 45999 459sL 3'L]9 QOLW6 IS (kwla 1 )02 OOOWO 018 011 dll 28] 031 D22 522 1538 1546 150 d08 d]1 d06 23] ]2] 451 d00 1386 4588] 45513 18]03 0@000 ZS Orcola 1 3466 000330 088 l33 d46 Id42 25) d30 )5) ]53C ]54 ]54C Oil d]2 OD8 218 ]12 455 dW 1398 46369 46226 5]06 Q02506 24 Ormla 1 3880 OW290 080 LL] d43 L132 2R de9 ]20 ]55 ]Sfi ]54 Oil d]2 ODB 008 500 654 dDD d50 46455 46i]9 3]JSO Q020LL IS Orwla 1 992 000010 019 012 012 424 d47 d15 515 ]W ]58 ]54 d15 d]4 Oil 202 6R8 598 d00 12 IN 469.69 465ffi L53J9 d0249] 24 C'rcola 1 3813 OW260 d]] 10 042 1094 263 023 732 ]59 ]W ]58 dlb d]4 d12 d12 Slq 654 dW OA 4'/t60 4Y222 3V9 dOL006 LS Orcvla 1 )e2 OOWIO 028 02(1 0❑ 3]5 O50 037 537 ]s] 16N ]58 d00 DDD 1]9 6]3 463 d00 L09L 4'1523 4]3 a9 SELL Q0199] 24 (hwla 1 3463 00021D OYI ID d42 9TI 225 d15 688 ]s]A ]61 ]629 d06 d]3 OD4 L]9 652 468 d00 1091 4A28 4]6 ]4 12688 Q02001 24 Ormla 1 3468 OW210 0]] L12 d42 9)) 225 022 6Ti ]63 ]64 ]62 dD] d]5 OD6 006 5110 654 dW d36 48335 48294 4132 000991 IS Ormla 1 69] OOWW 019 012 d12 299 033 023 523 ]fi5 ]66 ]bZ d02 QOS OD2 UO 633 614 d00 Ld46 48025 4]936 8]a3 QOLOLB 24 Chwla 1 24 ]3 OOOl90 091 139 047 754 L79 d19 652 ]6l ]68 ]s6 d01 d]] 001 168 623 616 dW Id3) 480J) 48035 423E d00993 24 C'rcola 1 24-42 OW190 091 139 04] 7a6 Ifl] 030 633 ]® ]7d4 ]68 dDD d00 028 Sb6 488 d00 136 48290 48 L40 14953 QOL003 L8 C'rcola 1 1140 OOWIO d35 d31 021 434 d64 059 623 ]fi9A 1]0 ]]OA d16 d65 Oil 011 5110 504 d00 d54 48450 48356 9412 QW999 LS (hwla 1 )00 OOOOID 024 016 d14 338 d41 d46 546 ]]] ]]2 170 dD] d]5 ODS 005 5110 654 dW d34 484-61 483 ]L 90-18 000998 IS Orwla 1 699 OOOOW 019 012 d12 295 032 O51 551 ll]A ]72A ll0A dl] d]1 d12 01] 551 491 dW 093 48336 48300 3528 QOL020 IS Ormla 1 ]0] OOW20 031 023 d18 399 O55 d15 566 20] 202 2C0 dW Olq 2J8 654 46] dDD L]C8 41490 4L395 ISJS3 d0600L 24 Orwla 1 6d04 000510 OfJ3 I01 04-0 1646 494 dD2 656 203 202A 204 OD6 d]] ODS d05 Slq 654 d00 d31 4�4] 42832 5]56 dOL998 LS ('Eucula 1 989 OOOWO d15 dm 010 368 036 026 526 203A 201 201A OD] dR ODS 2]8 ba3 fill d00 28-63 42L93 42(L92 30a2 dd39]8 24 ('Ecula 1 4888 001420 110 IA 053 I6]] 516 d0i 64b 20?H 2WA 202 dDD d00 2)8 64] 609 da0 2863 41953 4L536 695] 005994 24 Omula 1 DODO001420 09) 152 d49 188) 650 ODD 653 205 206 204 d13 d']4 DD9 d09 SLO 65L doe L4R 4905 42243 30JS2 dmOl2 L8 Grwla 1 1614 001 ]4D 113 142 d45 1035 279 dD5 515 2054 ]20 2a6 D110 DDD dW 5110 d00 doe L41L 47Q_43 423 LS 6411D dmDDD L8 Grwla 1 1609 OOImD 109 13] d45 102'1 2'13 DID 510 207 208 208B d14 d]6 Oil 240 628 6L5 d00 IS eS 43D_]9 430D8 3594 d0198] 24 Orwla 1 3455 d0o390 092 142 d4) 1e-62 26] d06 634 207A 2084 20ffi d19 d69 d13 d13 Slq Sao d00 d67 430J9 430D8 3552 dOL999 L8 (liwla 1 1609 OOOWO 021 d15 013 450 052 dl3 513 20� zo>43 2m oD6 d]6 ons zss 63a 4]z duo 1590 a�9s a2ssz sao9 aoL99] u ��la 1 3a 63 doobbo o9s La] dos Id ]9 z]6 dog 6a3 209 210 21CB d09 d)0 d06 224 602 623 d00 14_IS 43435 43323 5590 002a04 24 Omula 1 3469 000350 d89 135 d4b 1e-48 260 deg 631 209A 21d4 210H DD6 d44 DD3 d03 5110 504 doe dL4 43429 4339] 3211D dDL000 LS Orwla 1 ]00 OOOWD d12 d06 dD8 225 Q2a D24 524 20B 21L6 208 DD3 d']] DD2 229 6LL 4]] d00 L439 433 L3 43096 LOR]3 dD1996 24 Grwla 1 3462 00036D 090 13] d4] ID51 262 dO 628 2]] 212 210 DD3 d]8 e03 218 59'1 624 dOD 13 ]8 43509 434 a5 32D4 dOL998 24 Orwla 1 34-64 d0o33e d88 133 d46 1040 256 d05 bog 213 214 212 DD6 dR OD4 216 590 fi26 d00 1363 436-OL 43520 40 a5 d02002 24 Orwla 1 3468 000320 d8] 131 046 1038 254 d0] 59] 215 216 214 d12 dJb d09 018 Sao 653 da0 1.19 436 J2 436 LL 30b0 OOL993 D Ocala 1 545 OWIW 032 021 d18 556 Q8D deg 534 217 218 21s 020 da] d09 009 500 654 doe d61 43890 438U 1612 004529 D Omula 1 821 OODmO 018 010 dll 633 d]] d04 504 219 220 214 DD] d']9 DD6 193 5]8 630 doe 122E 43849 43632 83 a0 dm494 24 Grwla 1 38 ]0 00026D 0]] I D d42 1092 262 d13 590 22] 222 22D DDS dID d04 188 SJI 632 d00 1185 43884 43853 3d]I dOL009 24 Orwla 1 2462 dWMO 098 ISi d49 7)6 19L deJ SJ8 223 224 2246 DD6 d61 d04 053 Sat 493 d00 296 4453E 4423'1 98D0 d03000 IS Orwla 1 1212 d0o19e d42 d36 024 816 14b e2e 562 223A 224A 224H dO d]4 d13 d13 Slq 5_04 d00 d65 44L28 44098 29 ]9 dOL00] LS Orcula 1 ]02 000010 026 d18 015 35] Q45 dl4 514 zz?a zz46 zzz oz6 05] dls dal ssz 4ee duo 39s bbo-ee bbo06 ao9s dozooz u ('&ala 1 990 doo33o oss os o29 zs2 Las deg v] zzs zzs zzw d¢ d]6 dog dog sou 6sa duo dse aaz3o bbs�o z9 �9 dozola u gmnla 1 993 d000m o21 dR d13 aa3 os] 031 v] zzv z26a zz4 D2o dbe dla o23 su 651 duo La] bbs-s6 basal naz amDD3 u Dula 1 990 doom0 033 oas d19 s�9 aas do see 22] 228 222 d06 d]] 004 ID3 545 640 d00 668 440.]8 449.08 3483 d02010 18 Omola 1 16.13 d00360 d6] d]] d35 e]e I85 Oe] 552 229 230 228 d18 058 d10 098 535 643 d00 640 44L86 449JS6 49 ]6 dmOLO 18 Orwla 1 1613 d0033e d66 dJ4 034 860 I8L dLe 545 23] 232 230 OYI d81 OZ2 d88 532 fi44 d00 5R 4at]] 44242 IUL d019]6 LS (Srwla 1 984 000]W d69 d® 033 832 L76 d04 535 233 234 232 024 d39 d09 Obb SL3 650 d00 431 444-6L 44287 86R] 002003 LS Omula 1 990 0009W 058 O55 030 7]9 152 039 532 235 96 234 IZ2 da) 05) OS) 500 654 d00 3_]2 445 ]L 444JL 5694 OOU56 LS Omula 1 92] OW2AD 055 052 029 L4 134 033 533 z37 z3s zz4 Do ono 02l szs age duo L4l bbs-6s basal s959 aozola u G.cnla 1 993 d000so o3z oas d19 s�6 ae4 do sae z39 zoo z3s dln db6 dm do] sou 6sa duo dba bazzo b46.]s 2z26 do2o22 is c.cnla 1 99s dooaoo o.le au o.0 am daa dog so9 24] 242 238 D28 d]4 e21 021 51N1 654 dOD 134 45(1--]] 44909 83JS6 dm003 LS Orwla 1 990 d0oM0 d31 021 d18 564 dee e25 525 30] 302 3C0 Oa5 d81 036 036 Slq 654 d00 236 43LOL 4309E 950 dOL053 LS Drools 1 ]18 000120 d49 d45 02] 524 092 do3 SOi 40] 4D2 4a0 dDD d00 109 62] 4_R da0 565 43L2L 4309E 3892 000]A L8 Omula 1 999 OOOM(1 081 09] 039 583 134 031 638 403 401 404A Ob0 db9 Oal 041 500 654 da0 2]1 43235 431 60 IO6fi6 000]03 LS Omula 1 58] 000160 060 058 030 469 094 038 538 403A 4WA 402 d15 d56 DD8 O50 538 495 doe 3 l2 43L50 43L3L 26]5 dW]LO LS Orwla 1 590 00021D d65 dbi D32 48] LD2 dD9 547 405 4C6 4@ D21 db3 d13 059 625 616 d00 3s9 4323] 4320'1 IODS dm985 LS Orwla 1 1209 d0o290 d4] d43 026 865 164 del 62] 407 408 4D5 dll 058 e06 d4b 591 626 d00 288 43852 4324'1 IR89 d03499 LS Orwla 1 1309 d0018e d40 d34 022 855 153 e34 625 409 410 408 DDD DDD d49 SEI fi29 d00 249 439R 43895 3R4b d02002 LS ('Eucula 1 990 d00R0 d43 03] 024 6R L13 dID 591 al] alz alo dla oss dos o21 sza 6a] duo 13e aa9s a39sz s6se dol9sr u gmnla 1 9s9 doomo d3z o24 d19 s6s as2 03] sao ally ala alz du d]b doa dos sou soa duo dal ba2zs 4a131 ant do199s is grata 1 9sa dooaoo o.n o.m o.0 39] oat d2o s2o 413 414 412 DD8 d]I DD6 d06 5110 654 doe d36 44L]9 44LD5 36JS2 dmDLD LS Orwla 1 992 d00WD d16 dm dID 383 039 dlb 516 415 41� 410 DDD ON d18 SJI 486 d00 111 44638 444D0 4JS2 d04998 LS Orwla 1 L565 d0ome 023 d15 d14 J3J IeJ dLL 58L 41] 418 41fi d09 d68 006 0.13 SO 649 d00 d8] 45186 451a3 4316 d00996 l5 Cuala 1 698 dW02e d30 d23 0.18 389 d53 e.19 536 417A 41s 41sA OD] d53 OD4 dO 536 495 d00 10] 45L33 45 LOL 3238 d00988 LS ('Eucula 1 696 d00@0 033 026 019 410 059 d13 549 419B 41fi4 4166 dDl d69 d01 018 Sag 492 doe 1_II 4509E 45037 5395 00100E LS Omuta 1 )00 d00m0 034 02] 020 43) d61 022 5)1 a19 ago als du ass dm do] sou 6sa duo o_bs asz3o asL9s 33z] dolezz u gmnla 1 zoo d00000 o2z dw d13 325 o3s o3] v] 501A SCQ4 Sao d00 doD d00 SW d00 823 444.26 44325 Sd56 dO1998 l8 Gfoola 1 1485 000610 d80 d96 d39 862 l95 DID S.ID 505 SC6 561 DD3 d]I e02 028 518 500 dOD 66] 4A55 49900 5459 dOL008 24 Orwla 1 22]I 000090 d]4 la6 Oal 628 136 d15 533 SW 508 SD5 D40 d64 e26 026 SD4 SOi dOD 655 48D_L6 4]9s5 SIJSO d00985 24 Orwla 1 2245 00009D d]4 1!5 d40 620 134 dL4 SL8 509 510 508 ODO 0110 dW Slq d00 d00 526 483-83 48344 1958 dOL992 24 ('Ecula 1 3193 000060 O55 d'N 032 ]51 L42 d04 504 so] sou 16s 15s o90 139 139 sou 6sa duo vo asz21 aaoss 6zs3 do199s za gmnla 1 346z dDolao d]o ow o39 929 zoo 031 v] INLET OR JUNCTION STA. INVERT R. OUTFLOW RR DEPTH OF FLOW OUTFLOW IXRLET WAIRi SUP�ACE REV. DN. RR Do (In/mm) DESIGN LBJGIH FIFE La (WN) FNCRON SLOPE, Sfo (FT4T) (NW) Ffdl:IION JUNCTION LOSS SURFACE ROIN Adj. M 13 M (RIM) Inlet SM1aping? YIN d5 H FEW) RNAL H (FVM) Inlet Water Surface Revafion Top of MR Top of Inlet Rev. ART✓pX AtljushreN7 pSCH_ LOSS Vo Cnntr_ Fb (Ft4.1) Vi Vi22g HiIE*pn) 035TNX. (V i2YLg) SKEW Angle K Bend H (FVM) Sum HL (RIM) Do M PPE (CFS/Ck115) (WN) (7) (2) (3) (4) (6) (6) (7) (6) (9) (i6) (it) (72) (73) (74) (75) (76) (76) (77) (i6) (79) 300 437.970 302 430.910 7.25 437.970 75 2.355 9.50 0.00776 0.077 5.247 0.707 0.000 0.000 0.000 0.0 0.00 0.000 0.107 2.355 0.139 YES 0.069 0.067 437.997 432.770 O.K. INLEr OR JUNLTIXJ STA. INVENT � OlffRdrV FIRE CEPfH CF F10W OUTFLOW FIRE OUTLET WATHi SURFA� RN. W_ FEE m (INmm) ®(;14 HSQL p (ff5/0.6) lE3iGTH LIFE Lo (FM.Q FTdCIION SLGE Sfo (FT/FD (Mf.Q FTdCIION LOSS H (R/I.Q JHJCfIIXJ LOSS SURFA� ROW Atl1. H1 1.3 HI (FVfv1) Inlet Slugngt YIN DS H (NAQ FINAL H (FI/Mf Inlet Water SurtarP Rev#Ion T[q a1 M1 T[gNlnle[ Rev_ AHROX Atllashra�tR V. CqV_ Ho (RR.Q Vi VI'LTg Iti(6pn) 03SM4X (V1212g) SIdyV Angle K BeM H (Fl/M) Sum HL NUM) (1) (2) (3) (4) (5) (6) (7) (B) (9) (t0) (11) (12) (13) (14) (15) (16) (16) (17) (16) (19) 400 432110 402 430.910 150 432110 18 5.653 3R92 0.00258 0.700 5.829 0.132 8.653 1.163 0.407 0.0 0.00 0.000 0.539 0.000 0.539 YES 0.269 0.370 432480 437.620 O.K 406 432.070 1.25 433.070 15 3.890 10.05 Q00297 Q029 8.853 0.291 8.554 1.136 0.3% 0.0 0.00 0.000 0.888 0.813 0.895 YES 0.447 0.477 433.547 438.970 O.K 408 432.4]0 7.25 433.547 15 2877 17269 0.00777 0.305 6554 0.204 8.79 0.]01 0.245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.265 0.570 43R978 445.650 O.K 410 438.950 7.25 439.950 75 2489 38.48 0.00132 0.057 8.717 0.175 7.371 0.844 0.295 0.0 0.00 0.000 0.470 0.000 0.470 YES 0.235 0.288 440.238 446.380 O.K 4188 444.000 1.25 445.000 15 1.110 47.82 0.00028 0.013 7.371 0.211 4.171 0.270 0.095 0.0 0.00 0.000 0.305 0.000 0.305 YES 0.753 0.185 448.805 458.800 O.K 476A 450.370 t25 451.370 75 t110 53.95 0.00026 0.014 4.171 0.088 4.103 0.261 0.091 0.0 0.00 0.000 0.159 0.044 0.159 YES 0.080 0.094 45t484 458.080 O.K 416 451.010 1.25 452010 15 1.086 3238 0.00024 0.008 4.103 0.065 3.886 0.239 0.082 0.0 0.00 0.000 0. 147 0.193 0.147 YES 0.074 0.082 452092 458.020 O.K 418 45t430 t25 452430 15 0.873 43.16 0.00016 0.007 3.886 0.059 3.247 0.169 0.057 0.0 0.00 0.000 0.716 0.475 0.151 YES 0.075 0.082 452512 458.710 O.K 420 45t960 t25 452960 15 0.458 33.27 0.00004 0.001 3.247 0.041 0.000 0.000 0.000 0.0 0.00 0.000 0.041 0.458 0.053 YES 0.027 0.028 452988 458.560 O.K 404A 431.310 t25 432480 15 3.118 26.75 0.00208 0.056 4.873 0.092 4.686 0.391 0.119 0.0 0.00 0.000 0.272 0.410 0.212 YES 0.106 0.161 432641 437.240 O.K 404 431.600 t25 432641 15 2708 106.fi6 0.0015] 0.167 4.6% 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 O. Z22 432996 436.490 O.K 412 439.820 1.25 440.820 15 7.364 56.58 0.00041 0.023 5.664 0.125 3.W0 0.245 0.0% 0.0 0.00 0.000 0.211 0.504 0.2]4 YES 0.137 0.160 441.266 445.W0 O.K 414 441.050 1.25 442050 15 0.360 36.82 0.00003 0.001 3.833 O.OS/ 0.000 0.000 0.000 0.0 0.00 0.000 0.057 0.360 O.W4 YES 0.037 0.038 442088 446.240 O.K 412A 441.310 1.25 442310 15 0.408 4].72 0.00004 0.002 3.W0 0.06t 0.000 O.ODO 0.000 0.0 0.00 0.000 0.061 0.408 0.060 YES 0.040 0.041 442423 449.890 O.K INLET STA. INVHir R. DEPTH GERM OUTLET WATER OW. RPE DESIGN g6gl. LENGTH RPE FRICTION SLOPE, M. FRICTION LOSS JUNCTION LOSS Atlj_H[ Inlet Inlet Top of MR Con INLET OR JUNCTION STA NVBir � OUIRON RFE DR'IH OFR OIITR HIRE OUTLET WATER SURFAlF BF/. DA. FIRE Oo (Inlmn) DE9GN DSOs. Oo (ffS�Q.S) LBJGTH RIM Lo (RIM) R4CIIIXJ SLOPE, So (FIIFN BUM) FACTION LOSS M (RUM) JINCTpN LOSS Act H Inks SlNpirg? YIN OS H (FVT.A RNAL H lFm.O Inks Water Surtace Hwation Tap d MH Tap of lnki H.v_ ARROX Ac7ushrM7 Vo Cmtr. Fb (RIM1Q V82/2g H(Expn) 035'MAJC (Vi7/2g) SIV-W Apple K Bmtl H (NT.O SMn H. (R/MI SURFACE 13 Vi FEW/ H (RR.A (1) 2) (3) (4) (5) (6) (7) (8) (9) (10) 11) (12) (13) (14) (15) (18) (16) (17) (18) (18) 200 416550 202 413.950 200 415.550 24 17.081 15.83 0.00508 0.080 18.462 1.052 18.873 5.531 1.838 0.0 O.OD O.1100 2888 0.000 2888 YES 1.494 1.574 417.124 420.100 O.K 204A 415.380 200 417.124 24 28.827 89.57 0.01428 0.882 18.873 1.383 18.189 4.080 1.421 0.0 0.00 O.HIO 2804 0.000 2804 YES 1.402 2384 420.503 435860 O.K 204 420.720 200 422.320 24 28.827 30.42 0.01426 0.434 16189 1.015 10.789 1.807 0.833 0.0 O.OD O.1100 1.848 0.318 i.B48 YES 0.824 1.258 423.578 434.770 O.K 208 422.430 1.50 423.830 18 14.715 30.82 0.01748 0.539 10.353 0.418 10.270 1.838 0.573 0.0 0.00 0.000 0.889 0.805 0.889 YES 0.4% 1.033 424.863 435080 O.K 120 423.150 1.50 424.883 18 14.110 84.00 0.01807 1.029 10.270 0.409 8.382 0.834 0.222 0.0 O.OD 0.000 0.831 0.000 0.631 YES 0.316 1.344 426.008 431.910 O.K 108 424.530 1.50 428.008 18 3.187 81.43 0.00082 0.050 8.382 0.159 9.143 1.288 0.454 0.0 O.OD O.1100 0.813 0.237 0.613 YES 0306 0.357 426.385 432850 O.K 110 427.840 1.25 478.940 15 2851 9251 0.00150 0.139 9.143 0.325 8.724 0.702 0.248 0.0 O.OD O.1100 0.570 0.145 0.570 YES G285 0.424 432458 437000 O.K 112A 432.200 1.25 433.200 15 2508 127.73 0.00134 0.171 8.72M1 0.176 9.218 1.319 0.482 0.0 O.OD O.IXIO 0.837 0.593 0.828 YES G414 0.585 435.179 443870 O.K 112 438.280 1.25 438.280 15 1.813 43.07 0.00078 0.034 9.218 0.330 7.153 0.784 0.278 0.0 0.00 O.11f10 0.808 0.910 0.780 YES G395 0.429 441.122 445910 O.K 114 440.810 1.25 441.840 15 1.003 83.83 0.00021 0.018 7.153 0.188 5.741 0.512 0.179 0.0 O.OD O.IXIO 0.378 0.382 0.491 YES G248 0.263 445.334 445790 O.K 118 445.220 1.25 448.220 15 0.821 78.80 0.00008 0.006 5.741 0.128 0.000 0.000 0.000 0.0 O.OD O.1100 0.128 0.827 0.188 YES G083 0.089 448.478 453350 O.K 202A 428.320 1.25 428.320 15 0.314 57.58 0.00002 0.001 3.875 0.052 0.000 0.000 0.000 0.0 O.OD O.IXIO 0.052 0.314 O.1188 YES 0.034 0.035 429.623 433280 O.K 2088 428.820 200 430.420 24 15.803 58.OB 0.00440 0.258 10.789 0.452 10.817 1.750 0.613 0.0 O.OD 0.000 1.084 0.228 1.064 YES G532 0.788 431.208 438260 O.K 208 430.080 200 431.880 24 15.050 35.74 0.00394 0.141 10.817 0.438 10.512 1.716 0.601 0.0 O.OD 0.000 1.038 0.658 1.038 YES G519 0.880 432340 437.130 O.K 2108 430.8� 200 432.580 24 14.392 108.73 0.00380 0.392 10.512 0.428 10.483 1.708 0.597 0.0 0.00 0.000 1.026 0.110 1.026 YES 0513 0.905 434.028 440.350 O.K 210 433.230 200 434.830 24 14.154 55.90 0.00349 0.1% 10.483 0.427 10.387 1.879 0.587 0.0 O.OD 0.000 1.014 0.374 1.014 YES 0507 0.702 435.532 441.830 O.K 212 434.450 200 436.050 24 13.781 32.04 0.00331 0.106 10.397 0.420 10.375 1.671 0.585 0.0 0.00 0.000 1.005 0.156 1.005 YES 0502 0.608 436.658 441.870 O.K 214 435.200 200 436.800 24 13.825 40.46 0.00323 0.131 10.375 0.418 10.917 1.851 O.B48 0.0 0.00 O.1100 1.088 0.275 1.086 YES Q533 0.883 437.483 442430 O.K 220 438.320 200 437.920 24 12210 83.40 0.00258 0.218 10.917 0.483 7.782 0.936 0.327 0.0 O.OD O.HIO 0.780 0.359 0.780 YES 0385 0.811 43B172 445820 O.K 222 438.530 200 440.130 24 11.851 30.71 0.00244 0.075 7.782 0.234 8.700 1.175 0.41i 0.0 O.OD O.1100 0.845 0.248 O.B45 YES 0323 0.388 440.528 445950 O.K 228 440.080 1.50 441.280 18 8.880 34.83 0.00380 0.125 8.700 0.294 8803 1.149 0.402 0.0 O.OD O.IX10 0.886 0.281 0.886 YES 0348 0.473 441.753 445580 O.K 230 440.8� 1.50 442.080 18 8.399 49.78 0.00331 0.184 8.803 0.287 8.321 1.075 0.378 0.0 O.OD O.IX10 0.8B4 0.889 0.864 YES 0332 0.498 442.558 447.820 O.K 232 442.420 1.25 443.420 15 5.730 17.71 0.00701 0.124 8.321 0.269 7.784 0.843 0.330 0.0 O.OD 0.000 0.599 1.417 0.779 YES 0.389 0.513 443.933 448730 O.K 234 442.870 1.25 443.933 15 4.314 88.87 0.00397 0.345 7.794 0.238 7.140 0.782 0.277 0.0 O.OD O.1100 0.513 0.598 0.513 YES 0.256 0.602 445.187 448870 O.K 238 444.710 1.25 445.710 15 3.718 58.84 0.00285 0.188 7.140 0.188 0.000 0.000 0.000 0.0 O.OD O.IXIO 0.188 3.718 0.257 YES G129 0.288 448.280 45G 140 O.K 108 425.550 1.25 428.550 15 0.314 71.00 0.00002 0.001 2884 0.032 0.000 0.000 0.000 0.0 O.OD O.11f10 0.092 0.314 0.042 YES 0021 0.022 428572 432440 O.K 208A 430.080 1.50 431.280 18 0.871 35.52 0.00004 0.001 4.500 0.079 0.000 0.000 0.000 0.0 O.OD O.1100 0.079 0.871 0.102 YES G051 0.052 431.332 437280 O.K 210A 433.970 1.25 434.970 15 0.138 3200 0.00000 0.000 2250 0.020 0.000 0.000 0.000 0.0 O.OD 0.000 0.02D 0.138 0.028 YES G013 0.013 434.983 44G340 O.K 218 436.110 1.00 437.483 12 1.189 30.E 0.00098 0.030 5.556 0.120 8.128 0.583 0.204 0.0 O.OD 0.000 0.324 0.581 0.421 YES D211 0.241 437.704 442780 O.K 218 438.170 1.00 438.970 12 0.�8 18.12 0.00026 0.004 8.1� 0.148 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.808 0.190 YES 0085 0.099 439.084 443900 O.K 7248 440.0� 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.161 1.034 0.382 0.0 0.00 0.000 0.587 0.718 0.587 YES 0294 0.430 441.490 448840 O.K 224 442.370 1.25 443.370 15 2.964 %.00 0.00188 0.184 8.161 0.259 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0220 0.404 445.731 450.800 O.K 226A 445.410 1.25 446.410 15 1.473 57.42 0.00046 0.027 5.792 0.130 4.425 0.304 0.106 0.0 0.00 0.000 0.237 0.897 0.308 YES 0.154 0.180 446.886 452830 O.K 226 446.700 125 447.700 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.089 YES 0049 0.052 447.752 453320 O.K 714A 440.980 1.25 441.%0 15 0.695 29.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.11(!0 0.050 0.645 0.064 YES 0032 0.035 442.015 447320 O.K 238 445.450 1.25 446.450 15 1.436 59.59 0.00044 0.026 5.761 0.129 5.636 0.494 0.173 0.0 0.00 0.1100 0.302 0.000 0.302 YES 0.151 0.177 446.971 454.280 O.K 242 449.090 1.25 450.090 15 1.341 63.86 0.00036 0.032 5.636 0.123 0.000 0.000 0.000 0.0 0.00 0.0110 0.123 1.341 0.760 YES QO80 0.112 451.081 456900 O.K 240 446.750 1.25 447.750 15 0.436 22.26 0.00004 0.001 4.072 0.064 0.000 0.000 0.000 0.0 0.00 0.l%10 0.064 0.438 0.084 YES 0.042 0.043 447.793 451.720 O.K L PROJECT SouthwoddRedewopment-VillageI ROAD COUNTY Albemarle(Zone2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA SHEET OF UNITS INGLISH CULVERT DESIGN FORM LD-269 ,R: DATE: ?R: DATE: Method: INPUT Roadway Width 28.7 It ROADWAY ELEVAT ION 456.53 It Road Length 100 Suface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE' ft Time of Concentration 5 Shldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 ft 452.86 ft 121.9 ft 7.88% 0 0 It _ ______�_________________________________________ Hwi - ------ ------- DEPRESSION "n" Bed __ ___________ 0 in. 0.013 Stream Bed ""------------------ _____________ Elo= H Tl5'DEPTH TR' TW VEL. Channel lnv.EL. 443.25 ft 0.27 3.25 443.25 ft fps ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL OW PE HEADWATER CALCULATIONS CONTROL MINIMUM INLET CONTROL OUTLET CONTROL Smooth Tapered Inlet Throat FLOW Q BARREL Q/N HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Mannrngs MATERIAL SHAPE Size(in) N cfs cfs ft ft ft It It 8 ft 8 It ft fps ft n Concrete Circtuar 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1 1.96 1 0.08 1 454.82 11 0.30 1.24 1.37 1 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation ft Flow depth It Velocity fps Shear force PSI Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 458.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1.54 Max 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NBFORBOX CULVERTS (4)ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or (de + D/2) (WHICHEVER IS GREATER) (2)HWi/D= HW/D OR HWi/D FROM DESIGN CHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29WL)/R133]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSS ION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HWIN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. PROJECT SouthwoddlRedeveopment-Village 1 ROAD COUNTY Albemarle(Zone2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Method: RATIONAL Roadway Width 10 Drainage Area: 1.102 Acres SHEET OF UNITS ENGLISH It ROADWAY ELEVAT ION 488.00 It CULVERT DESIGN FORM ID-269 3R: DATE: 10/14r ER: DATE: RoadLength 25 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Minutes DESIGN FLOWS Shldr. Elsf= Eli= L= S= SKEW- Elev. Lt. = ELHW U 483.78 ft 483.70 It 19.58 ft 1.99% 0 ° 484.87 ft ft _ Hwi 1! - ------ ------ DEPRESSION "n" Bed --- ____ 0 in. 0.013 Stream Bed. ------_____ _____________ Elo= Shldr. Elev. Rt.- H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 It 0.55 5.02 483.52 It ft fps ft R.I. (years) FLOW (cfs) 10 Design 5.26 2 Check 2.25 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming :::] Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs 'LOW PEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV It OUTLET VEL fps MINIMUM SHOULDER ELEV. It COMMENTS INLET CONTROL OUTLET CONTROL Single/Multiple Conforming/ Broken Back Culverts HWi/D HWi It FALL It ELHWi It TW ft do It (dc+D)/2 It ho ft ke H It ELHWo It MATERIAL SHAPE Size (in) N Mannmgs It Concrete Circular 24 1 0.01 5.26 5.3 0.59 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.06 484.78 484.87 7.49 2.25 2.3 0.44 0.73 0.08 484.43 0.40 0.52 126 126 0.20 0.01 484.58 484.58 5.85 6.62 6.6 1 1 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 0.20 Bill 484.87 1 485.03 1 8.00 Broken Back Culvert TAI %VATER DATA: TAILWATERRESULTS: ROADWAYDATA: ROADWAYOVERTOPPING: LENGTH Elev. SKEW O Channel Shape Triangular I'll, 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Sreaz farce PSI Roadway Width, ft 10 Discharge Overtopping Discharge cfs CfS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (H:1V) Side Slope Rt: (H:1V) Channel Slope, Wit 0.00 Surface Type PAVED 3.00 Design 484.07 0.55 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 1 3.09 Max 0 0.00 'In" TECHNICALFOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) (2) HWi/D =HW/D ORHWi/D FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H= [1 +ke+ (29n2L)/RIII ]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. � t pLT Ft fIF r0" j� CLINT W. •:� 7SFFLET >� �Af Lic. N S4380 4� 6/8/2021 ••,0 /05410,4.AL ��G,,•• ��I0t•01004 M E 0 0 u N � N 0 > E a E w 3 I- ww Q UMtj p LL 0 wO `mom ¢_j U0000 z o -i .. O ce rn (7 Lu N � a w � 30 �x U) oa "=LL w o to Un v ry >M z O Z W X F 0ry LU wM U o00 w 2 m H � 0 tY LU M O O W X ti (D 0 W 2 F 0 w ti ry w F N U o z O M 0 0 Y DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W V J uJu I� 2!vzJ / LU O Q 0< U J m � L1J aLL U 0 � H LU Q p w LU J U 0 0 0 T� i 0 U) L JOB NO. 40919 SHEET NO. C6.07 1 — — — — — — — — — — — — I----------- / 0 0 I SCALE 1 "=100' ° I I o ° ° I I 0 100, 200' ° \ \ 0 000 IN %� t pLT Ft CIF �� j� CLINT W. •:� 7SIUFFLET >� • 4-v Lie. N $4380 4� Z G biaizozl �v� I / °° + + � o / 0 1 I I I APPR XIMATE I o ° / o I r ° ° + I I LOC TION OF o ` 0-- l \ � I— —-- ___ =-_o_�---- 0 0 -�--- - --_- -- l° o - --L----- ------- 0 _-c 0 0—----9I ------- ° ° o o + o \\ i ' — — — GP GP OF GP / o \\\\ I 00/ /o \ i O /b � I °uFo 0o / o \ I o �VDOT-SIGHT 0 / I o \ \ DISTANCE �° F o I o \ \ \ \ / I EASEMENT 0 \ - +10 0 + ° o 00 / \\ o \\ e ll ' /1 o STREAM BUFFER/ ° 1/ ° o 0 o FLOOD PLAIN 10°\ CONSERVATION AREA o o � + ^ \ /o o / J 00° / \�bo o o /' / 0 / / \\ 0 �o / /00/ \ \ ° i ° - O ` ° —/ ° Ole ° ° o I O ° , ° ° / ° ° ° ° ° O o 0 0 0 o o o ° ° + / v o ( I / �: / v v v 7 v o° I I / / / vvvv vv ' I I vvvv / o 0o vvv / o I I +piN I I o \ Y Y•-Y YYYY Y Y Y 7 r )I ❑o 10 `M> _ I O� �II4\\ o o II \� u I II/� 7 Ito If A0° °o LI I O / 1\�� ` I 0 V� °`°° n q11, ° ° ', + 1b 01 o /�Ti VSJ/. AJ eo� ° �on L,/ PRIVATE20'SANITARY ° SEWER EASEMENTo( D.B. 2984 p. 688 0 °o o o o o o o Ooo \ o \ \ \ O i / 13 00 + \ / \\ �� o°o E20'SANITARY / / \.\/\ 1 \ 0 \ 00 W p + ~ . `� �� WER EASEMENT 00 + =UF` + + `� � D.B.2984A688 /� © LEGEND 1 \ \ \ ° ` ° 0 0 0 0 0 ° o ° \ v / / 7�/ (�/)�/ /'� BUFFER DISTURBED AREA rj °o o e ° ° o \� . moo\ O <✓ �/a� G ,/ 114, vvv v 0 0 0 + 0 \ \ 0 / O — — — _ V PROPOSED MITIGATION AREA / o o ° \ \\\ ^ / O I _ i _ G `I /+ ® FOREST SPACE TO BE DEDICATED) u\ °000 0° ` °00\` \\\v /, JI / Ili ��i ' i/�\ \V✓ / / 00 \ J TOTAL DISTURBED AREA 14,790 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,580 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) \ 1 \ °o ` + o�\`\" \ \ y / '�, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED / o \ ° I \ �% O O //� �I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT �JO ° °°\\\ �j \ ` �� r �'1 /� // I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. ^� E 0 o N � N C > E v E w Lu Q U. o 3 p LL w 0 `6 j V oMo Z w —u O N v C7 W a vM 30V�)x U) o V) �i vry >m Z O Z W x� ~ 0 > p nO wM L U °- 00 O a M O O x ti 0 W oIN IN > Lu Lu F N a Z 0 W 0 0 L� DATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' W J 1� � z Q z o W O Q �--' Z _ J m 2 W o LL W w z Q � D w ° m Q C 0 U) 0 T� i ,0 V 1 JOB NO. 40919 SHEET NO. C6.08 ° ° 3 a a'O o o �z .2O o � c E w a c m a- O X w O 3 Z„ 0 22 o r � 3 0 d m 2 Y J N X C do dh 12 0 = d� E 06 a c 2c 10 a 0 0.2 a c m N 0 n ° c 0 nE L E I- L -44t pLT Ft ��F r00 _a) I a � c CLINT W.'>.� (O rn¢m 2 0c)CO 2 0 uic)cr ¢tO t coM = 2 uoi _c co�-ter t ul� - v/751�1FFLET > co Ov O O co O co (h H ..., (0 L 0 H (0 ~ -- �- (D • `,. 0' N Mo°' 168:DI-2B6ftThroat xrn tea"! min "' $rn 00vN o vN cor- D �o (O mr��vN� (ou?�co�c0 •,� rn 0) N o $ °' O N °D m rn ri : �o Lic. N S4380 4• O c r00NO W cO r NN a) W (OEM00 con Nc'�d) NOr co Cy) cDON� mMrMN v m0)v 1OM -IT • G • r STA 10+37.79 166: DI-3B 6 ft Throat n n M ^ r o r r r N • 6/ 8/ 2021 opM(nv r�NMMv mM(DWN7 CONOv mM(00)Nv rOOM Dv N+Q F m V N+Q F +r��H • �� cq+ooH =+rn°DODr TOP491.64 STA10+37.79 c� Oi��F M+o� c�+0ir0DF =c+DM�� orvv0 Mo orvv0 r� y G • 0°0� gocnvv� a�vv] 00>> oavv0 �rao� prvZZ +�~ prvZZ Orczz • `rS �� orvp rvzz p INV IN 481.40 (169) TOP491.97 prvzz p prvp prvzz p rvz p �¢a_-- O p�vp �¢a-- O ¢o -- O 0rc ��,4AL��` oF0> oF0» > INVIN480.96(601) INVIN480.35(167) NFO» > vF0> iiFO» > n¢i�0» u�(p�z z z oF0> �(p�z z zv~i�z z z 'c��4cc00N �UFz ��Fz z z INV OUT 480.77 (167) INV OUT 480.25 (165) CO(n�z z z w(0 ��Fz z z �0H_z z �0z 500 500 495 495 485 485 M E 0 0 U N � N 0 > E w ai E w w 3 Q LL 3 p LL w0 ", ¢_j U0000 Z o — ui O .. rn ce LINE C7 u�+Nv a w 30 =x (Vn w O c ==LL 0 l) ur)= v ry Z Z =v'u'n O W ~ Ery > p wMLu U av ow 2 O 0 " 4 _ 8 HUPE a O 0 x ti c� w x o > N = arNLu O in DATE 311812021 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. SHIFFLETT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 2 LO 2 Q umMi m is n ce v v a o o d o IL ��1•�1, r r r U) CO r 2 am u v 2 �. o 0) r o �n r c S V -- r LO -- L In L L V -'' L 7 V -- o . CD F CD r un F r r In 00 (O co 00 (n �o m co� cam �� Moroi moo 150:DI-3B6ftThroat moo mm � LO0)uoi ico N oo N� rmcn _�� v J mo0v co°N°�o00) v mv0(6c m��v STA10+40.05 m04 v mr0ouir v ° (i�v rL6vr v �v +coF +cov nH M+o'nvF �+ TOP 460.86 M}00 LO N(+o VvvHL roves =+(ov r+F ❑O(D� ❑O(O 04 7 00� r(nv Nu>V V (n ONE �+cnv fn r� rv0 vz z p Orvz z 0 prv0 INVIN455.13(153B) prvZ p prvz z 0 w rv0 rvz O w rp J LIt qlO (LO > Z Z ��OZ z Z uN��OZ INVIN453.76(151) Iq z ~0z z z o HOZ o�Oz z o ~> rcnH_ rcl) _ _ r(OH_ - _ rcnH_ INVOUT453.66(149) rm�_ _ rcnH_ _ _ n mom_ (n(nH_ _ (n (n_ 475 475 465 465 460 460 L� I 0 w/ z li w Q U) w a w J of J LL O Jw m W J a Q Dp > LL O 0 W � p O W/ U (n I..L 0O 0 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 `� STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB NO. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 EXISTING GRAD 495 495 PROPOSED GRADE 490 490 SANITARY 485 PIPE 16-15 � 485 171 9 .18' OF 169 *1'OF 15" HDPE 49.53' OF 480 480 @ 1.00% 1652HDPE 87.43' OF 1.00% 24�� HDPE @ 1.00% 475 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE \ 1' 460 460 ' MIN. 153A 37.79' OF 15" HDPE 1 38 OF 455 24" 455 @ 2. 0% 450 450 445 445 490 490 PROPOSED GRADE R 485 WATER 485 2.4� 8" WATER LINE STUB OUT 480 163 480 41.32' OF _ 15" HDPE @ 1.00% � 167q � 126.88' OF 475 124" HD 475 2.00% � — � � � 161 EXISTING 8% 1'1•,� GRADE 24^ DPE — 470 470 465 465 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE 455 1' 3' MIN. \ 455 151 450 40.05' OF 15" HDPE @ 1.00% 149 101,g5.O 24°H TORM 450 2.00% ` PIPE 501 1.5' 445 119.92' OF 445 24" HDPE @ 1.00% 440 440 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1' \ 470 \ 470 159 37.7 ' OF 15j 15" HDPE 15 •�9'pF 465 @ 1 � 0% 24 � HDp 465 .50� 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP @ 5.25% 1. ' � SANITARY PIPE 54-53 � 445 STORM 445 PIPE 147 50 440 50.56' 18"R @2.p OF P % EXISTING GRADE 440 435 435 430 430 L_ It n (n 0); ht pLT If o � U) 136: DI-2B 6 ft Throat r LO H LO STA 13+26.58 m o N w rn uoi 144B: DI-26 6 ft Throat TOP 446.68 N coo i qT c? v STA 12+19.51 INV IN 440.62 143B N r` m 128: MH-1 Omv °Omui r` T ( ) rnm v m o F 04 m Cl) TOP 449.20 INV IN 437.29 (135) _ + STA 14+20.08 �� o o� INV IN442.33 143 C7� TOP437.50 •j CLINT W. >.• O�v0 O'VZZO ( ) INV IN438.60(137) ��?O •:� 7S1UFFLET >� H O > r O» > INV IN 443.31 (143A) INV OUT 437.19 (131) M � p» INV IN 427.88 (129) C • In � z 7, cn � ? ? ? INV OUT 442.23 (143B) rn � ? ? INV OUT 419.00 (127) : •o Lic. N .54380 4� 460 460 :'FG • 6/8/2021 m E 0 M o N N Q O > E w ai E w w 3 Q LL O 3 p LL - wO `mom ¢_j Uomo z 1 rn ca _ m m co � r 2 Q co r. Cl) w w- ui O 2 rn o mmm._. t uOm M N om P cliL C) L ^ F co `� Cl) 7 d O N LO F LO � �rn Lo �o ��Un c�u�+ a O �? r " O r_ O )O ` er O CA O 7 0 In 1 �- O °D (O O Z f 20 m O N N O O m N CA �NtO O W (O� W O E N �O) O F._V U CC)ON7 m00 V in cornrn Cl) ma01O M M CO QO�mV m4°r°0 Cl) NN(D O) V �' � {n Q (n ��rnF ��t coIt N�C0�7VF N�riH N+)rimvF 240: 12"Basin-Circular Grate =+�� vw p� OVO ov O O zz0 ov0 Dove M) o�ZZp =vry z2 o�v0 o�vz 0 D�vz 0 Druz -- O o�v0 �vzz STA10+00.00 ��v i�iQa> oaa» 00aa» toga>>>> d:Qa> �Qa-> TOP451.72 eoQa-- v>`° O w FO HO cyHO FO ZZ m�0O>Z> mF0>>> x Q n .. aU)FZ �tnH?? �coP �rnH-?--? �rn�? Cl)��?--Z INV OUT447.20(239) NwPP .4 1455 455 450 450 460 460 ° N > p wqT U qT �H O _N a O 13 O x ti c� w o > N aCo Q p z O i/) DATE 3/18/2021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 ��; STR 146 - STR 126 STR 142 - STR 136 STR 134 - STR 136A STR 240 - STR 238 m LO s` m HORIZ SCALE: 1"=50' ,� N Q N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' t v V v o 136: DI-2B 6 ft Throat VERT SCALE: 1"=5 N N VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 W C� m oo O °D STA 10+99.42 $o m�IC) co TOP 446.68 V� rn cow cOON"T N�Ujm"F INV IN440.62(143B) �� Nrnm 122:MH-1 m o C6 p o v z 0 126A: Cylinder r` = o STA 14+58.76 +o �y 0 � q - - 0 INV IN 437.29 (135) STA 10+00.00 x � N a + m v ~ 0�v0 �¢a>>> INV IN438.60(137) mlvz0 ��qz=O TOP419.10 Naa> m�Ozzz TOP424.10 aa- ¢Qa- INV IN411.52(123) J O Z INV OUT 437.19 (131) INV OUT 417.90 (125) 04 � z z C � OF z z INV OUT 411.12 (103) 0 460 460 440 440 0 50 J PROFILE SCALE H4 m \ Q / m OO O p) r O Q7 N 2O N 0 Cl) O2 L M N O O p L m V L N )O , co F n �N � F NCD CD . O 010 N O� iO0) LO N m� LO N CDOO � W W O 7 I.?t V 7 LO V m�M V m^°Dn LL7 7 mCN7 CA V V m�CA V SIN CO CA V ca Cl) Cl)"tI 0 7 V O m Z O m (O m O )O 0 10 UO p�v0 pvZ Z O m,vz 0 p�v0 ��vZ Z 0 p�vz z 0 W '^ It o~OZ C~ Z Z C\1 C z aHOZ Cl) Z Z C\1 z Z Q vJ �Cn H- �fnF- - - �Cn~- - NCn H- C\1 U) - - NCOF - - - 440 440 460 460 > LLJ a LL J J LL O Z O J w � m W J 0- 11 Q > O W� Z O O I..L 115 O O 7 `2 1 ,O V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 JOB NO. STR 132 - STR 136A SWM A - STR 104 STR 106 - STR 120 STR 242 - STR 225 40919 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET No. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7.01 SANITARY PER EXISTING GRADE 455 � 455 \ � PROPOSED \ 8" WATER GRADE \ \ LINE \ 450 1' 450 a \ 'a 145 � � 445 38.24' OF 3' 11N. � -- 445 15" HDPE 143 181.26' OF m + � 24" HDPE � � 440 @ 1.50% 43B N z _ 440 24" IiCi1'E @ 1.50%� 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ 48.27' OF 15" HDPE 135 51.1&' OF 435 @ 1.00% 15"' 5" 435 @ 1.00% EXISTING GRADE 430 430 425 425 -PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE � � 8" WATER 1.6' LINE 141 440 63. \ 440 5" HOpF 139 @ 3.00/ 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24�' HDPE 435 �4 435 SANIT RY PIPE 5 -51 430 430 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 � 425 3' MIN. \ STORM \ 420 PIPE 201 420 \ 125 177.91 F 123A 1 415 415 @ 0.500 24" HDPE @ 0.50% INST LL STRUCTURE 126A PER 123 0 SEDIMENT BASIN DETAIL WHEN 165.78' OF 410 SEDIMENT BASIN TRANSITIONS IN O 410 DRY FOND, MODIFY STRUCTURE PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 \ ,LINE 440 133 44.59' OF 435 15" HDPE 435 @ 1.50% 430 430 425 425 PRO SED GRACE 435 435 r,-8,"WATREXISTIGLNE GRADE 430 430 1.0' 425 1 71�p' OF 1 425 9 A"HDPE 61.4 ' OF � @ 1.00% 18" H PE 420 420 ANITARY PIPE 6A-6 415 415 PROPOSED 455 GRADE 455 4' 450 450 EXI TING G DE 3g O 445 2 42 26' OF 445 DpE 440 440 435 435 EXISTI G RADE 455 \ 455 \ 3.5' PROPOSED MIN. GRADE 450 241 450 83.86' O 15" HDp O �° 2.00/ 445 237 445 .59' OF 1 HDpE @ 2.Op 440 440 435 435 L_ 116: DI-3B 6 ft Throat 114DI-3B 6 ft Throat 112: DI-3B 6 ft Throat STA 10+00.00 STA 10+76.90 STA 11+60.53 TOP0 IINVO'UT445.12(113)] TOP 449.79 TOP 445.91 (115) INV OUT 448.3115) INV IN 445.22 (115) INV IN 440.94 (113) 460 INV OUT 440.84 (111) 112A: DI-313 6 ft Throat STA 12+03.60 TOP 443.87 INV IN 438.26 (111) INV OUT 434.75 (111A) 110: DI-2B 6 It Throat STA 13+31.33 TOP 437.00 INV IN 432.20 (111A) INV OUT 432.10 (109) 108: DI-213 6 ft Throat STA 14+23.84 TOP 432.85 INV IN 427.94 (109) INV IN 425.55 (107) INV OUT 425.454119) 4 0 455 455 450 450 \ \ �s g116 \ 445 445 @q OP PROPOSED 00% 8 113 63' GRADE 1S3 h'O �P S00p tT\1VIN 440 440 TARY SANPIPE 8" WATER LINE 3ITARY 3 32A 7530)�1 /y� O� STUB OUT .00 AF \0 7 435 435 \ \ EXISTING �\ 111q \ RADE 127.73' OF \ \ 15 "HDp 430 2. 0 430 \ ` g2s109 16 F 50% 425 425 107 71.00' OF 15" HDPE @ 1.00% 420 420 415 1 415 m m M O N E O Cl)r O Cl)I O n 0 0 L y N 0 00 O Co v i2mooi v g CDv Z o o+ v Z 100: EW-1 for 27" or 30" Pipe )>>> ioN¢a> STA11+34.82 Z Z o�p0z z INV OUT 409.00 (101) 430 430 425 425 420 420 PROPOSED GRADE ` 415 415 \ EXISTING GRADE 410 \ 410 3 87.24'F 30" HDP 47 51 80F @ 1.50° 36" HDPE @ f.50% 405 405 400 400 395 395 ca Cl)O H N � r� V m o of co 0CNI 0 W 7 O CO F 7 =) O o> Na~i°z aan I 2 mLO(h O F N 04 N N C `7 I - CO N M V M N I, co04 ;M00NN IT Fn��ZZZO 04U)F z Z N rnH_ - - _ aan PROPOSE GRADE 435 435 L3MIN. 430 430 EXISTING 425 GRADE 425 203 57.56' OF 15" HDPE @ 2.00% 420 420 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 STR 122 -S11+00 TR 100 12+00 9+50 11+50 STR 116 -STR 108 STR 202A -STR 204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 212: DI-313 6 ft Throat 216: DI-3B 6 It Throat STA 10+87.17 234: 24" Basin - Circular Grate ¢ m m STA 10+16.12 TOP 441.87 STA 10+56.94 0 N o N ° N p ¢ r; Cl) 2 M Q N TOP 442.76 M INV IN 435.20 (213) N 2 m N L � N l0 N L M y LO W v TOP 449.94 L M t N 222: DI-213 6 ft Throat N " L N Co v N INV IN 438.17 (217) INV OUT 435.09 (211) H vco H v°o vco H voo �N INV IN 444.71 (235) x 04 �, °4 x co ro STA 12+46.11 (D 0) o N Co N M m o 222: DI-213 6 ft Throat 222: DI-26 6 ft Throat 214: DI-2A INV OUT 436.72 (215) Cl) N Cn v + : DI- B ft Throat 2 2:DI B ftThro t N V o m �v TA12 2 .17 - �M 0 3 6 oa INV OUT 444.61 233 3 3 6 a TOP 445.35 Com • M c v � v S 6 STA 10 00.00 220: DI 3B 6 ft Throat STA 11 14.11 coM ( ) � N � (0 0 Q1 � � O rON V 7 m cocD (O 7 6 7 N O V VOO V m N m V � N V + v - v V + - M co STA 11 19.21 - STA 11 43.81 N � I I 22 : DI B ft Throat t v TOP 445.35 I 236: 24" Basin Circular Grate N w NV N 440 06 2236 6 3 6 oa N TOP 445.35 STA 10 30.71 TOP 442.43 218: 12" Basin Circular Grate + qT H i+ F ( ) + N 7 ~ i+ 0 7 ~ + O 7 N+ N 7 V H V C] N Op ° Z o`" Z 0 �a O ov TOP441.93 + - - + - + - TOP 448.73 v INV IN 44 227 STA 10 00.00 INV IN 440.06 2236 I I I I TA 1 STA10 0000 Druz O o� z O 008( ) vz O ❑�vz _ O m�v_ Z O ( ) NV N44006(223B) TOP44562 NV N43611 (215) S 0 0000 p�vZ z O TOP 450.14 INV IN 442.87 (233) MHO Z Z N � O z z INV OUT 438.84 (221) TOP 453.32 N O > > N O > z > N O Z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 00 > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N C0 H _ _ N w P _ _ INV OUT 447.30 (225) N m ? ? N Co H ? - Z_ N m - z Z INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) c4 cn H ? ? ? INV OUT 434.35 (209) a�6 a�6 Asn a EXISTING GRADE / PROPOS D 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94 ' OF 15" HDPE23 @ 1.75% 86.87 OF 15" H 440 @ 2.0 PE % 229 440 231tHDppS F 34.83' F 17.71'OF @ 200 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE RADE 8" WATER 4" NA ER LINE \ LIPIE TO FHA EXISTING 450 GRADE 450 1' 1' \ MIN. IN. \ 1' 445 MIN. 25 O / / 445 2 OF SANITARY 15" j MIN. PIPE43-42 @2p�PE g 223 8 0p1 LHOpE 225 15 OF 29.79' OF @ 3'0p% O 440 15" HDPE 440 101 @ 2.00% 40. 15" DPf @2. o 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 30.71' OF 219 24" HDPE 83 • 0'OF 435 @ 1.00% 1' D 435 IN. 2. o% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 1 430 0 50 PROFILE SCALE m m o 2 rn F W Lo co to OR OD 0 M M coo v m W M N n + H v 017Z O N� (AZ Z a6n 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.43 i INV 114 433.23 (209) 445 \ INV 14 433.97 (209A) 445 PROPOSED GRADE T MIN. 8 EXISTING 440 WATER GRADE 440 8" WATER 217 1.2' LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 1.3' 12" HDPE 24" HDPE @ 2.00% @ 2.00% 20 32' 32.04' OF 108 430 SANITARY 24" HDPE 738 O 430 PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 tpLT it, 000 j� CLINT W. •:� 2SFFLET >� 0- 0 Lie IN S4380 or rj6/812021 0N040#0 M E 0 0 u N � N 0 Q O > E w a E i H_ U N UM�i Q 3 p LL 0 w0 `mom 0 W L M Q�_j Voo Jce -u N C7W NV w � 30'x oa =LL U-) _ N =v>� F Q EO10 N 00 W M a� U U) o 1.2 O W U) w � U O W a O Lu W o; F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN z W U7 > LLJ LL a J_ of LL 0 Z Jw m W J a Q > LL O W Z p 0 o U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.02 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 204: DI-2B 6 ft Throat STA 10+94.81 TOP 435.35 INV IN 428.82 (207B) INV IN 422.43 (205) Q o 202: MH-1 INV IN 428.32 (203) Mo 0. STA 11+94.81 INV OUT 421.93 (203A) c" m TOP 420.10 120: 36" Basin - Dome Grate 206: DI-3B 6 ft Throat .,Zr 0 m INV IN 415.36 (203B) STA 10+00.00 STA 10+64.00 = + N IT INV OUT 414.90 (201) TOP 431.91 TOP 435.09 CO c Z 0 200: ES-1 for 24 inch Pipe INV IN 424.53 (119) INV IN 423.15 (205A) ¢ o > OP STA 12+10.64 I INV OUT 424.43 (205A) INV OUT 423.05 (205) N U)) z z INV OUT 413.95 (201) 4an I I 4an ca 0 m Ira n r 2 Q m M r N N N C N N N 00 H- 00 rn c) 0) 208:DI-2B6ftThroat mL6N� C) o N 000�0 V 00 N CIi 00 STA 10+00.00 C� ) co o v m 0) Cl) Co "t TOP 437.68 o co z 0 V z Z It O Cl) z z 7 Z z z INV IN 430.96 (209B) c I 0 Q Q. > » O 0 ¢ o > >> > z INV OUT 430.79 (207) N z z z N U) (n O z z z aa5 I 4a5 440 440 EXISTING GRADE PROPOSED GRACE 435 435 430 0 5.74' OF 2078 430 O 211, "HDPE 5 .09' OF 2.00% 2 „HDPE @ 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 435 435 8" WATER / \ LINE \ SANITARY 430 PIPE 7-6B 430 PROPOSE 425 GRADE 425 \ EXISTING 205A \ GRADE 4 015 800, HDpE O1"F 420 @730.82, 2'p0% H 03 ? 420 00% 24 le OF h'op @ 00% \ 6g ? 219 •S ('O 415 415 Oo 1 MIN. 201 STORM PIPE 123 15.83' OF 410 24" HDPE 410 @ 6.00% 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 ri INV IN 432.47 (407) v V Lo LO v V N INV OUT 432.37 (405) 00Ci O N "' 1-- v (6 0) 00 CO MM7d)7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,d v F = O) o6 F STA 11+31.86 STA 10+00.00 S v z z �0 g v Z z z) TOP 445.65 TOP 446.24 i i ¢ a- > > > OF- z o ¢ a > > > INV IN 438.95 (409) INV OUT 441.79 (413) v U)) z z v co F- z z z INV OUT 438.52 (407) 455 11+00 12+00 STR 120 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 402: MH-1 STA 13+14.80 TOP 437.62 40413: 18" Basin - Solid Top INV IN 431.31 (403A) STA 10+79.74 INV IN 432.07 (405) TOP 438.40 INV OUT 431.21 (401) INV IN 431.84 (403) 404: 18" Basin -Circular Grate INV OUT 431.74 (403B) STA 10+00.00 TOP 436.45 INV OUT 432.24 (403) 455 4an EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 1HDPE .58,OF 409 ' MIN.\ 2.00% 1 „HDPE 3.46'OFCa � 2.00% 15 'HDPE \ @ .00% 435 435 1 ? 8g, _ OF @3.5p Flop F 430 405 430 15" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 302: DI-3C 6 ft Throat STA 10+00.00 300: ES-1 for 15 inch Pipe TOP 432.80 STA 10+09.50 INV OUT 431.01 (301) INV OUT 430.91 (301) 4a5 AAR 440 440 PROP SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE-1425 420 420 415 415 n cc 2 r; a, v m 2 v H v to H V cn r- 0 00 0' M (n $ Co M M M N DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Thrcat 00 M r n + v roc2 M+ m LO vSTA 11+08.81 STA 11+62.76 STA 10+00.00 5 o'rZ =O 5 v z TOP 458.06 TOP 456.80 TOP 458.56 m F EL> > 6 O[416A: F a- > >INV IN 451.01 (417A) INV IN 450.37 (417B) INV OUT 7512.30 (419) v U) F z z v rn F z zINV OUT 450.91 (417B INV OUT 4446.38 (415) 465 465 EXISTING G DE PROPOSED 460 GRADE E 460 8" WATER LINE 8" WATER LSE 455 455 1' \ 419 450 3 .27' OF 417A \ 450 @ 1.00% MIN. 15„ HD E OF T MIN. 5" H OPE SANITARY @ 1.00% PI E 34-33A 445 417 445 43.16' OF 41> 7S 15" HDPE 1611%'O @ 1.00% @ S00% 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ¢ 402: MH-1 m o STA 11+34.18 o OP 437362 CO VIN41IN.31 (403A) ? v 10 c) INV IN 432.07 (405) o � C) F INV OUT 431.21 (401) C) z 0 400: ES-1 for 18 inch Pipe F a0 > Oj STA 11+73.08 (n z z INV OUT 430.91 (401) 45n ISTING GIMDE \�E 445 445 440 PROPOSED 440 GRADE r'M33 435 435 403 4 430 79.74' O 403A 01 430 @ 0.500 15" HDPE 38. 18" V OF DPE 403B o @ 0.70 /o p@ 0 77% 27.69' OF 15" HDPE @ 0.50% 425 425 420 1 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 INV IN 483.83 (509) 495 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 o r; ccoo o 0) l, ~ � � ~ 0 00 (O N CCR CO d) OO� � h C0 O 0) U(0r)'tOr�O) N)w"t F co+ v V N �(V (Or ^� NtooO V VVc?+00 � S 1�Z0 -L CD 5 504:ES-1for24inchPipe zzp 66¢a >> 6¢a- STA ¢0 OZ ¢o--- �OZzzL(01 Lo� Pzz INV OUT479.00(505) WU)1 495 5nn 5n0 490 EXI 1GR%DE 3TING 490 _ PROPOSED 12" WATER GRADE ENE C NTURY \ LI K LINE 485 T P=482.88 485 1' \ MIN. 509 19 58, OF 2 " RCP 480 @ 00% 480 507 51.8 ' OF 24RCP 505 @ 1' 0% 54.57 OF 475 24" H PE 475 CENTL RY @ 1' 0% LINK L NE TOP=47 .52 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED \ GRADE 490 490 8" WATER LINE 3' MIN. 485 4.3' 485 480 62601-P-2, 480 24"HDPE @ 2.00% 475 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE j� CLINT W. •:� 2SFFLET >� 0- 0 Lie. IN S4380 49 61812021 ••,� /�510,4.AL V'#G,,•• 0NNeeaN� ^� E 0 0 U N � N 0 > E w a E w w 3 ¢ LL % 3 LL O w 0 m [Y W L M ¢� J U 00 W J00 -N .. C7W NV w 30'x LL V) _ N =v>� F ¢ . EO10 N 00 W M a� M 0 x c� 0 x 0 w Lu x U z 0 V) K 0 0 r am O ce 0 U U) Lu 0 1 Z 0 W U w � U O w a w ti LU w o; Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J of LL of 0 Z 0 Jw m W J a Q > O W� Q o W U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.03 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -44t pLT Ft ��F III CLINT W. M 7SFFLET > m ,n m m . • co = ° M Q Ln M _ M �Af Lic. N S131<e 4� _ - co L " � G 6/8/2021 vim: xo �a � � � � c�0c) t m00 Mac'no c"o v °D�a m m�Mo (0 00 Lo ,II;*10,4.AL V'#G��l O 7 V CV + F N N V O O W V Q m mprj C]�'tZ Z O �o�� j ��c�oZ ~ o n 2 q O Q cy) O�aO u) >> > () o-Z O 66I It O = N F v - v��. �FOZ �tn�zzz ~Ozz ,ul zz ~ rn v cm � cl) � O ~ - - � � � - 208B: DI-2B 6 ft Throat M o $ Cy 475 475 o E o M m M cv m o Co roi STA 10+35.52 °u m0t07 mNNN M v MONK TOP436.82 "� c } F + N + °' v 0 v INV IN 430.08 (207) > E �o t �oqTZZ w E O O o OL > INV IN 430.08 (207A) _ a H 0>" H O z» w CO z INV OUT 429.98 (207B) H W 'N 3 _ _zz 455 O~ O~ 455 445 445 a 0 3 PROPOSEDp LL — wO `mom V 0Mo Z a —ui O .. P rn C7(A � a Lu w 30 =x VU) w oa =LL p �i vry Z Z =�a� O W ~ Pm > p tni TMIN.1" wM U 00 �H ca O � CE a O O W x ti c� w 0 CE x orN > N = aLu Z O in DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 ¢ 0- cc • n o 2 _ r 0 50 = v V r PROFILE SCALE ~ q I- 170A: MH-1 m cD 0 ro CD o co °Mo STA 11+25.46 W m+ m m °+ CD w co F TOP 489.88 (i m m Q m ¢ 1 00 p o'0 Z O INV IN 483.23 (169A) `J = N L N t mQ n��0> NF0>Oj INV IN 483.00 (171A) � v � (n F— � Cn � ? ? INV OUT 482.90 (169) � C14 210B: DI-3B 6 ft ThroatLo ry 224B: DI-2B 6 ft Throat � w LoI'll a? 500 00 m�vm STA10+32.00 m9av STA10+29.79 m�rnv �roco't J M O M M O M V MOW V r 0, � 7 0 TOP 440.43 0 TOP 446.84 0 v v +o� +c-� +mom+rvvH I� 00�o INV IN433.23(209) 00�0 INV IN442.37(223) DODO o�v?Z0 Qo F > INV IN 433.97 (209A) N F a0 > INV IN 440.98 (223A) N F a0 > i. z > > % C-1 W z INV OUT 433.13 (209B) a En � Z INV OUT 440.88 ff3B) v cn � Z v O r - z ? 450 450 455 455 455 455-7 w/ z li w Q � > w a w J_ OZ o Jw m W J a Q LU LL O W p O 24 W/ U U7 I..L 0 O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 D STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A PROFILE O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 is. EXI TING GRADE PROPOSED 450 G DE 450 j3'7MI445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING G DE PR POSED G DE 440 440 3' MIN. " WATER INE 1' 435 435 209A 2.00' OF 5" HDPE 1.00% 430 430 425 425 � E ISTING GRADE 470 470 G DE 8" WATER LINE 1.5' MIN. 465 465 3' MIN. 155 37.80' OF 153C 15" HDPE 2 n06'OF 460 @ 2.00% HDPE 1 53 460 2 HD F P 2. so 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 1' 8' WATER OL NE 440 440 1.7' SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 PROPOSE 450 GRADE 450 SANITARY \ \ EXISTING GRADE IPE 33A-33 445 445 3' MIN. .5' 440 411q O 47.12� 440 „HDPE @ 2.00/ 435 435 430 430 440 440 EXISTING G DE 435 435 P OPOSED GRADE 1' 8" WATER LINE 430 430 5.52' OF EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LIN 485 � 485 MIN. 171 90.18' F 71A 15" HD E 35.28' OF @ 1.00% 15" HDPE 480 480 0 475 475 470 470 L • - OTkCS1TE AREA I , — _ \ \ \ \ \ \ uGP�pIRKING LOT LPANDSCAPE_ \-Vn \ \ \ \ AR fFI \ \ _ � �, �� v v v v v v v vv v vv v� .vv vvvv -� � ,._a __ JO._._.•x._ -ate___+- _._r'.Y _,-.yL_._ �._._ :r- - INS's vl► I`` MEN • _\ �` \ ` \� �� Ii�/ I"'��r0000000 1100'0,0000• P�'YC -"—.___�Q l NOW! ��' -- I • .. �' 0000Ovvc:v , '� �� :•'v"vvv9Co Ol'O�_9 OAOOENFIVI1 0000000`"OOC� �• d � ®r y��if111�11� �;� .j� \\ . � 1�� /, �� ; � I 1 �- �m �� a�� \ 1. �!�\�i�!\�`��r�\\� r • IN lei ��. �� 0 � � r �® � �, �� \ • �� '' ■ � ®�' 7�� Ate• ��// �w`v�;'► i (PS�� ' . �• v� �' —'I �i!'4Yo`ri�"O'OOtaw• � ® A Oca •�6:6ef""a� a�� 41��:I�� . � ��1•r .rr ate' �� j� ��-.��_��=��'_ �_A'Aia��,rll�9A i6® I'S �A R[�.AA_�.��e_��'=_;��I►�'1� .��.��,.' �;r�`6\\�li�',�1■■■■��r■■6�■■�?!■i�ia■llit��®■■S��iilvi�ilE�i®■■■1�1�1■��i®'�!■■■��Eis�A■®'iVi�1�■i►�11■ii��i�� IN 111INIIiES1111-11 is TOWNS "011 Q IN `nY IN k or v � 1 � � ��e. ��►�� i1� � 1 AAA VII• �I�m�l�� i� �:,�''� v ► ` / �� I i®A1■�®■_�\■®I �E®■� ■■■■Ii� i I®■■ 1!■1�4:�iR■I�■I l�I ■■■61 ■■ ■■ ■■■■_■/■� ._ \Y 1/1211 � �� , .� ^e^ee`n_ I I' ^ -moo neee^y^�e '� `�F- o/� '�°it®��►�� '�� • 6'""t9► IP p 1� • ill blow_ WE � INI �-!- p��11� ' �►� ®�� ' � ® �Sa �' •� ,�.. � �lra�d ;VA � may ��1'.n O �,, . `�� \ e� 11 •• • `EIS •1' �� a` p r� •• s• s• •• •� o, ,. er.� / i . ,/� u ,.IRWIN MORA VA �� Ate'• � I �`t/y• • � � ��1� 0� � �� . 00 • - - • • • • - - - � ��l � � �� w. � � � �� 1 p�Ii � � �� •� �� III I •.. -. I .. - -- ,� � III I � � III ui i° �i ��,,�. � �,\-__ ; �� .� .�� ., �� s , o,��► �� _ ,,,,��, -.--gyp � ��s ; � � ... Q< - � •. .. - / !�� psi �� • � � � -. -. ..- 1111 IN (\\\ III /I ----- - - - -__ I \ \ \ / \ I / �x on--�-' T— l�I I /' \I\ Oq 3 pp l I I r��—don T—� -- _ _ _ `\ —29n \ \\ \\ LY� / I ' \ I I \ \ / \ \ ` \ `• /—d`Jn \\\ \\ \ /� \ I II I\1�� /\ \ \\ \ \\ \\ \ \ \ J �• I/ Y I I rl I O I 1 I' - - - - - \ \ \ \ \ \ / / \ / \\ \k�\ _ - \�\ ` \ \ \- V�\ N vi " 1 _ \y\ \ \\` \\ \\\`tf >E // \'I �I / \ \\ \ \ \�• \ \ \Q \\ \\ �\��J+ = of E LU FAT aLLo3 o vs----- / --�' / /I / \ \ \ \\ lj Wo,� BITTERN — _— Lt-- - _ I ,----------- \ \ UT LAN _ —NVS— I `/ ` I \\\ 0°,, a W z Z - ---� —T — / r // �X--`— J / --------- / \ \ �� I I- \t.7 GW ^Iv a O ------ -�Vll=__ - "------ -_—__-----------PLINEY ROA / y \ Z JyQ W / / , >✓ / \I \ \ 3 0 to >< In --- �__�_ —ram— 'L� i r'— _ _ _ _ --- ----- 1 I I I 1 \ oa �W z e _ 1�n _ - ------ — --- —don _ tin �— _� d�— =�r 1 ��= ' 1''1 / / Ln o .� At IJ -\�" / , / I 1 I I , \ \ \ � -�k / l mot/ i l/ ( � � W i O v) OO Ln -,-_------------ / > 0 0 \� _ J / y y \ \ I 't' \ gyp\ \ • ,. \ \ \ \ \ \ \/\ _ _ - " - " - / / / / / > DATE / - 0410612020 — \ —L \\ ! / i - • -n' - > a a / a w n \ \ _, - M _ / / } DRAWN BY COSTANZO \ Q 1 / -. , t • ) .. ` \ - �- 5! a / \' \ \ \ _\ (\ // / _ // / ' / r / RDESIGNED BY : F. SHALLENBERGE 0 • CHECKED BY .\\� � �_- \ \\\\ \\ \ \ \ \ \ \ I I / ,' — — — �� - I / - _- -___ -- -_- --- ---- I... -I. r'v/ 09v ` � �� -,, � , / • SCALE 1(8) QP am \(\91\�'P`\ \ \ \ \\ \ \ I(9)IQPI / /-__ \Ir /��Cg �� \� �� < rl6)U� I6 CPI I I I I 9 Qq 1,` ( ) I I I I I I I ( ) County of Albeeaarle I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ / \ _ _ _ - " ' ' " i / \ \ C (Handtwloo Plan Checklist -To be placed on Laadsca Plans 1 1 I \ \ \ \ \ \ \ \ \ \ \ \ / - - - - - \ - - - - - - - i J - � _ k. PP III-2g1-111-297 for complete e � � w P peU6catbna) 7,he ,))twins Teen ,shall be show .. � `, 's..s' 0 Trer>s It bo roved; �./ Limits of ulcert P trees to ba saved ng (ouLHde dri lien of ): Locedon and tYPo of 1 protective footing; (Tiede changes requiring tree well, or wells; ® 1'rolwsod trenching or tunneling beyond the limit, oFdearin - � � _ 2. I All trees to be saved shall be marked with print or ribbon m a height clearly visible to equipment / / grads Z / / / / ' / / / / EXJSTI NG MIX JJF 0 No grading shell begin until the flee marking be, been inspected end approved by a County s nap. (15),�A / / / , ' /' / / /' / / / / / / /KAR1)WgC�O DS A�1D I/ I / / - _ _ - - _ _ _ - _ - ' " _ - ' " _ - - - 3. Pre ('onstrudion 'onf ..w• Tp / ' - - - - " " - " _ _ _ - - - is Tree preservation and protection measures shall be reviewed with the commelor on site. O ' EVERGREEOS /- REMAIJ� ' / / / _ _ _ P"` P - "- Ooention and ten¢e: Heavy ui men vehicular traffic end stontga of conswction metorials including soil shall not be v'Y eq P t. to he saved. Permitted within the driplines of trees -- - z r _ _ � - - - i Soil h;rosion and Stormwater Detention Ikvic ' W Such devices shall not adverse) affect tray to be saved. , ' ' -EX. OVERHEAD- r LU _ 'UTILITY _ _ - 6. Fes.= / I / / / ' / ' ' / / , / / l l , l / I � _ - - _ ' ' � � ® Fires are not permitted within 100 fret of the dripline of bees to be saved. EXfJVERHEAD , / / / / / , / / / , / / / / / / / / / / , / / / / — ' ' a J , / , / 1 _ _ _ _ _ ' ' / _ _ LU 7. Toxic Materials: ,UTILITY � / / / / , / / / / / / � ' / / , / / / ' , ' / / / ' / , / / � � ' / - ' � � ' ' � Toxic materials shall trot be stored within 100 feet of the dri line of trees to be saved. O Q a / , , LIU & Protective Fe¢cid¢: Z HO -MHO' ® Tres to be retained within 40 feet of a sad building or activity shall be protected fencing- -4-cifJ - —" T / P'roPo 8 88 h' Pr M Q / ' •� %_ _ / - / ' _ ' _ /_ _ - - - - and shall be inspected and roved b a County Inspector for to grading or construction. Uj O / ' I-1 dHp 7 / - i-/, - , \ ® Fetitntg shell be in place Pee ePP Y b' Pc Pr fT g LL 1H0 O'er ' HO , / I O Z don d�kj L � � d`Jfl r i 9. Trte Welb: —< -�_ - _ i When the ground level must be raised within the dripline of a tree to be saved, a cite well shall be provideA and a construction detail w _� 1� `' l \ ° ( 1 \ 1 L \ / \ 1 \ \ \ y \ = = — — /— _� — -y- submitted for approval. z 10. Tree Waft: When the and level must be lowered within Tire dripline a tree to be saved, a tree wall shall be provided; and a construction detailLU submitted for approval. \ , I / c— i� / i / / ' 11, Trenching and Tunndine: T \ 1 \ \ Q \ \ \ \ \ \ \ \ \ \ \ \ \ R R Q AD When trenching is required within the limits of ekwing, it shall be done as far away from the rooks of trees as possible. Tunneling 1 larder a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. Q L LYN 1©1 a BLIP g ® protective fencing shell be the lest items removed diving the final cleanup. — D D trxs shall lx treated Y by P^tt"°B. fertilization or other methods recommended by a tree specialist w 13. DamA[ed Trees: / / ' / ' —i ' / \ ` \ ` \ _ - ' ' / / / amaged lmmediaw] C y o I / / J / / / / = > % ! \ , /' �� ' -I - l \ -f I/' -_ ' / / , THE CONTRACTOR ON TREE CONSERVATION ai TO CONFER WITR tw / / /� / / NOTE: IT 1S THE LOPER S RESPONSIBILITY 'n i I , I I/ / i %i/i j / �/ // c\ \ I �� \—/ D-I / // ,/// /I/I /// / //// / / //// ,' // / /' ,x \ _ -,' , E'%�.BMP/i,' i' — / r n 1 _ �' I' / l I I \I ( — / , / UW1�1ERgf ATUR /\7LJ� as co _-_-_----_"- /' / ' / / ' / -/ _ _ _ �''' / ,' W I nn I I (DATE) 5I1I06 Page 1 of 1 a \ / I — — ' CONTRACT PURCHASER SIGNATURE LA V � \\ '� ` \A(I\0"Z MTN SUBDIVISION I II 1 MOSBY MTN SUBDIVISION �; I _- � JOB NO. 0 \ \ \ \ \ 1 \\ ,''' _ �' N 40919 I I 1 1 \ / 0 20 40 80 w 1 O 1 \\ \ \ , / , / `� � cc SHEET NO. L 1.02 / L II� III I� � IIIIIIII '� ♦� �� ••-• VZ�+•-------O.O�e�rv.r.rves_+__...�c000avri.s_cr_'_V�p. �C �.vvvvvvrv.r.r.r.�:Owv,00vvHlO�r�r�r.r.r.r.r.ry ,0�� IIIIII �AM� 110 ME � - � gas All $A v ,�� - , / � ��®9'n��1C� i� �► � � ■ Dope 000a 1 � - \'! \ � ►,' +�� `�._� - =1_:� - �`� a ��,� ��►�� (►�� .�� IIIIII � 1 41► �� WE'REINNER Will ts► .. .► � � �\ PAP ZO ♦ :---— ®®� �all. �� '� � 1 re P P.•.•r0000:000 11000.0000 - _ ..O.O:ovvc•... �,p� � ® � ;� ♦�� .��V �. or.l: J■ �, li6il��■ ■III,�i9l�,��ieo :aim I_•! �iiiiitlili E �� „� .� III4 IaItv.{ �'C"''��ill .. r - - li I/' 0 � �� =. = i .® . .�i - �.®. cave � -•- o �� am � N : A� 1it'' , .��® vr• � , ® • 1 E� a 1 �=� i / � 0/'1.�"i�y�Q��AAI�Itl��dA� i�r��./� - . NNNNN �� • : � �S�', ie.aor4100d.O:rOD E ��p A •u0 �rdOria4a� a �� ;�►1��j:�� 111 • • � �� ;". � ��- �,-'_ .�-sib= -" �a-__—��=.-.i: � lid �� _-��_ s r_'��,� :��Aj.�/�i �� - � • � O � �� \V I • XV�V„ =__ �f_.4s--�.�__�:�=._:_ y._4� 4LA __�A.Q�-4:i- �.1.•_,..-._ Via-... _.-. _,=- �� , �� . ��► .� �►•'��;1!: �I�rlt.� _..o,��1�9,'■®II�O�.�►�►t�i ��1�r��A�� IA10'!�1®f1�'lei��N.:. ..w %I. IN PEE �" •;� v A►. .. . ��/ � � AI®�®'�1�■�®��®1��i1la��I�BIii�II®II\ill�i9■9.1�®�►�I��IIII■�®�6�Fs®9l��or��',��Ir11��1��_ � , , t.��o _ � • c �� ! •� man ctl....OEir�a0e0DYa''r sAo Oit1'san :oD-IS06000'O',." • I� 1, - '801:ONl6uui.0.uE a0a..0Ow..uoo06'SOee05��1 ��® /.t v .t•_�\ � `��,� 1 ,:. �z��--sAr �k � c�, =s �� +fir! • .� �! , w� g��'� I - 7 �jl; - �\ •- . .�, \� .�. , r `.' � y�.� �..� 0�01� r. `�1 , �► ; — "�""°gill 1 - ��I �� `\1\�. w 'c Y II • � ll� 0 ��. ��•�e�0�>>> I�� i. � � � � ®�, -.. �� owl'@��1� � ' �1� .�� w'� l°�s I �i�-'�l� � , .. 1 �- I ova► �� ®,,� y�� a�O�Q�� rol' y �' �•;•��.,.ae...3....�i�aen■..rl..�l.�.�e.�:_.I....p;-.,.r..s... `�, /I�►�l� a •., `� r �� \\I ♦ \ ��.�\0� ��O�lwo - - tee, - '< .. o -- --- -- - * v.,. a - •a ta• � � :c. . � i.9s�-/ / �'? + I I \ , � ® \ b'- �`.c'6'. � Q� � �� 1��v� ` � �' `C`1�� pia\'.'�,<�'�1 , yes@-a�i "v\i �' �e .'�"ma ��s'1�� Q • �I '�/ ( � w� � �, A / ♦ \ \\�r �\� ,�@nb._'1�.��.van��._. :��_��`0:aacr aao-�'�. �_g__��:-@.'✓e� \ A:za 7 �� , �; ,/ 1 S 0 •� �`� ��® �" �� •i •• IN •• v. b�INN•INN 1•• IIN IIN�•1•l.'ow .. ec►.ra�� .� 3s °v ,i/� v �� + 0 1��N 1•N• 111N HN IN �� oI, sz sue' •*+�,.<�!azC if >, • . �7 s i, a►I N• N�• •�1 IN 1��6 • w o�`i=�� ' - „ s, , � � °o�j,�P•� iv,:�`� ' •INN �N8 i��wLy�•1•�•pI!`' o. � � • � � �'; :� �i � - \ ��► \ .;—`6 •Ni�INNNII,pN,7.�NN IIN •o As°fis �/rr � • �•9 0�, I Elm � e \�� a'+•a��.�.� � ,WE I WE tE riSON, IN N•1••I.�I1NiNN •1 •=1rr•N-NrN�NII•NINNININNN I••II•IN•Nj NI•I•• .!i!oo� d0,�o�Ite�o�aov; �s•>•�_s=.;�aa��. w 1 • �` „��;��A:� ��.i �:�.- � �y� .. � 111�' •NIr NI►—Ni�11�0 � o A:as �� .,! � /�'�►� i�� G Tom® ilfiilMsrs-V61..; v.fliw+- 11ViY V.A.ifFNBYMI{l1]1V Q' / • '�� s �� w � ��.�� w � �"\ � a r`E® ankh OEM KIND ��O = \ � '�\ h C►`\ `�� ;1ea$ �>71/ �� ° ice` � � � / o .. �� < ..- ,�.•Q��►�• �, q�►,, _��, �4• .�7��' ., .off>� � � ti ` \ .vas:•:,-.m � l� � � � - / • - � � a� • �� ®� �� <�� i�� /� �� . �� III �� IN .ON NO • • . � � � w� � . PVC � �� ice' /mi i � / � �e,7� '�� 1 j 7. /� •� ,Go S 11 jig �' t►�% �� , rillsWAR •� \•:. �� / �� r'/nary%, 0 2 i w'01�•Mil• • >.��:o�� . .: . • : • IRS ,a$`i�c:�A ' � �o�b`0�'°�� ;off • • : � : . - . Awl C \ 9 L PLANT SCHEDULE QTI I SYMBOL IScientific Name Common Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 14 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 5,558 13 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 2,535 3 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 42 15 PA Platanus acerifolia 'Columbia' London Planetree Z'Cal. As Shown B&B Matched specimens 254 3,810 40 QB Quercus bicolor Swamp White Oak Z'Cal. As Shown B&B Matched specimens 299 11,960 27 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,990 15 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,955 SITE TREES 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 4,680 2 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 794 0 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 0 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corpus florida 'Appalachian Mist' Dogwood Z'Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyrocifluo 'Ward' Sweetgum Z'Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS 11 sylvatica Blackgum Z'Cal. As Shown B&B Matched specimens 123 369 18 PA Platanus acerifolio'Bloodgood' London Planetree Z'Cal. As Shown B&B Matched specimens 368 6,624 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 63,857 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 248 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FIG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 36 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 103 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 48 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva 8191 LM Liriope muscari 'Big Blue' 1700 PG Perennial garden 90 Pv-CB Panicum virgatum 'Cape Breeze' 448 Pv-S Panicum virgatum'Shenandoah' 210 JE Juncus effusus 40 RA Rhusaromatica'Gro-Low' 97 is Iris Sibirica 83 AT Amsonia tabernaemontana Orange Daylily 24" O.C. Bulbs Big Blue Lilyturf 1 Qt 12" O.C. 12" O.C. Switchgrass 1 Qt 24" O.C. Cont. Switchgrass 1 Qt 30" O.C. Cont. Soft rush 1 Qt 12" O.C. Cont. Gro-Low Sumac 1 Gal. 36" O.C. Cont. Siberian Iris 1 Qt 18" O.C. Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) e'T/\I-1\I\A/ATrP /�AnP 1-1-I PI ALITIA I1�PI A\1 JCALE : I'' = I U --- --__- --- --- IM s • ' , eX , • .. � � • � �' ee � l��O.000 w ��O_O�OOi®'�®Op- O� _•-��►oO�s�.�s9oso`00 -Sip ��-y�p .�o � gvv0 19vv rN,eseob:O,LO..`.�Or0000`Opd:O�000�.0.0�O;00e�144.0609�00 0WO � �� s O O O'd'dww'O'0 0�`OrOfO'OA00�000'•, 0 9000.00� s��►voo•�--�_ _ _ ��- ,� . O.Op000wOe4sO�...irvvvv FF oo-000v Q , / / � • , ` �,�p may, �;��' / / / d\rMs��V`r►r1•��1 �si._r �r..c„•►�,-rrr�A►G.a►„on.:J'OfFlr�.-.-' 1 ��t9•r..:�r'�rC�iY _I�"'J.�i��il�■■�9- elf �-` :ii=��w;�1�-`w 1 - . IIG -�- �� 1� • F>�!i'� e • 1\.Y'•Y 1RI �q fflUfflou • L1.04 / SCALE: 1" = 20' a D 4 Z w O a � � o U Ln (n w U 0 Z of 0 (n W i L 2 O Q 2 2 � gZ-) a� �a �o Ln i� DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY 1SCALE AS SHOW O 1--I LU J � J Z~ i O U-) LU z G > 0.Lu- -i 7� QZ Q 0�� W a W a > o �Q LU 0 U C 0 0 v C Qy 0 V � N � N 4-1 9 v Q) _ L � Q) � 0 N w V , t � V i s+ ro (U i» JOB NO. w 40919 5-- w SHEET NO. L1.04 L-