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HomeMy WebLinkAboutWPO201900062 Plan - VSMP 2021-03-19f� V NLTH UF��� CLINT W. S"ro �S F LET s� SIJd! 4� /' \ 3/18/2021 / \ \ N � E / \ vE W N ?' / C 448.62' U ai 3 TS 448. �\ - �\ _ QLL o 3 449.72' - - - _ Ijjl W V co Z — r _ 4w- 0' / co_ _ _ _ _ _ _ _ _ I - - - 3 G a U) -_ _ _ - -� �-j W LL Q (n T. N Z _ _ _ _ _ _ — _ — _ C IV )-I 446.48' TC-BZ`-4a8.78 _ _ - - ---- w LU TS 43 449.63' 00 448.72_ — — — — — ` 449.36'� \ - _ _ - _- _ _-` ' 449.72' Lo \ - _ 0 0.87 - - - - - - - - - - - - - - - - - \ \ - - - LU LU — — - - - - - - - - - - - - - - \ - - H Q ----- O DATE _ > \ -- ___--- — 311812021 - _ - - - - - - - - - - - - - - - - - - - - - - _ _ \\ \ - - - 457. 0 T DRAWN BY - - - - - - - - - - - - - - - - - \ - - - \ \ — � � C. GAYNER - DESIGNED BY - TSSS • B _ — — — 4.92 — — • C. SHIFFLETT _ _ \ _ 4 - - - - - - - - - - - - - - • CHECKED BY — s • • • C. SHIFFLETT ' - \ --- - - - - -- SCALE _ _ \ 1"=10' 451.72" \ I TS • \ 451.72' - - _ \ 1 .92 TS i 438. S _ 451.62' \ TC I I -- - - - - - - - -- - - _- - -- - - - - - / � h BS I \\ 452.31' Q5�' i \ 448.47' TC TC - LU - � 451.89' / 452.22' \ \`` TC-VI 452.57' -- - - - - - -- - BS \ V TC \ TC / - - 447.52' TS - 452.24' 452.53' ) 452.45' 452.63' - - - - - - - - 447-E \ - - - - / 461.72' - - - - -- -- 9 452.60' / — — — 444. — — — — 44 a5l._ Z say / ——445------- FFE=452.69' / FFE=452.69' - - - - - - - - - - - - - - - - Q 451.60' / w J - - - - - / ' SAN S N / / SAN ' 451.90' . / BS TS G LLJ / 7 qg3 / , AN // , —` _ 42.47' - 442.27'--- --- - - -- -- Z / O < C) LLJ 452.62' --_- _ --- a��1F - J (� > LL V RETAINING WALL' _ — _ _ \ 4 _ — — O 0 } MAX HEIGHy-2.9' / _ — — — — — — — — W ~ W FFE=A52..69' / / I _ ` - - - - - - - - - - - - - - - - - - - - ULU Q _ L� �. FFE=452.69' / _ _ � r TW BW / / 0� ui 454.27452-5 --_ -_- - - - - -- Q cl 454.16' / \ / 452.45' / 454.26, � 454 6 _ _ / / / _ _ - / - - - - - tn 0 U) JOB NO. 40919 SHEET NO. C4.11 / 438 CLINT W. 1iS a3 U17S F LET s� 380 / / / / ' 2021 SCALE V=10' / / r / ' / / / ' .i G • ti� TONAL �����• r 0 0 10' 20' N�1N1N• E KEY PLAN / / // / , / / r / \ /' , w v E LU 437 // / // // / / , \ a LL o 3 J=M i Voo Z u LL o Lnx vN z o N LU 436 M _ 0 438 > w LU > DATE / I I I \ - - > � 3/18/2021 43$ 1 ' `/ ` - - - - - - - - - - - - - - - DRAWN BY C. GAYNER I 1 \ / / �I I I I I I I I // / \ / j p3� - - - • DESIGNED BY I I spy I I / \ \ \ _ _ / _ _ - - - - I - • C. SHIFFLETT I I I I / � -- _-_-__ • CHECKED BY I I I I I I I I I \ _ _ ' - / / _ - _ F'- - - - - - _ _ - - _ _ • C. SHIFFLETT \/ \\ \ \ \\\\\ \ / ``--___- -_ _ _ _ _ _ i _ --_ • • SCALE i I I \ \ LU CL \ I TW 1 \ \ \ \ \ \ \ \ \ \ 1 \ 434.57' N � \ < \\ \ \ \ 46.72' \ \\ \ 39 \ 432.41' �\ IC ` \\ \ \\ \\ \ / \\�- A I \ I L /-------TW \133.61' \ \\ \\/y \\ \\ \ \ \ \ \ / I W J I \ \ BW \ I ` 1� \ \\ \ \ \ \\\ / \ / I Q 431.74' \ \ \ BW\ \ \ \ \ \ \ \\ I / I > \ \ \ I� 433.64' \ \ \ \ / \ \/ \ \ _ _ I \ I I L.L Lu J Z \�-1 /Ilk Q 0 \ \\ \\ \ I // w BW r� �\ 4 \ \ \ \\\ � �\ /\ I /// / m 432.89' \ \ b _ - _ / / I II \ ' '�I 4343 0' 4 \ \ \ \ \ \ \ - \ / I /' / I '> O 0 ui L \ BW 436.38' / I 431.54' Y j 033.6 I 3� 1 \ \ \ O \ ��O /' ' 0 J U Q w F.._ TW - i \ / 0. LU / 433f19' / I \ \ / \ \ \ I I / / 0 TW \ \ \\ \ , I / /' � RETAINING WALL / Q ' I 435.54' \ a3s.vs' \ \1 / RETAINING WALL / MAX HEIGHT =/3.1' 1 / \ \ b3E.s7' \ , TAINING WALL r MAX HEIGHT = 3'' / O HEIGHT = 4.1' , /' BW /' BW Tw ,' 440.87' 445.24' 451.56 / O / BW RETAINING WALL 1 / T \ RETAININ,G WALL / ,' TW ,' �TW / MAX HEIGHT = 2.2' 11 1 \ I / MAX HEIGHT = 0.1' /� aaa.s2' / aas.ls' axaas / B I ' / -ITW 444.79' / BW TW / BW I TW / / BW L , /_ 448.03'' 448.33' L451.37 / 439.83' / 441.82' / TW 439.5s' TW / BS TS , TS 439.65' 4 i - B y1-87 - 4.448 ' ,-448.15 \ / / , 441.13' .84' 445.11' ' 438.86' / 43924'' / / BW 448.35' 451.35 / O 438.61' 439.07' / 439.66 441.'13�- TW r B / n ,,,,,,�� 44.79' I BW .-19d .4488 / \\ \ / 441.20' / 445.09� ' I 448.03' I, 451.30' - - - - - RETAINING/WALL MAX HEIGfIT = 0.3' - TW i TW ' 444. 2' BW 448.16'i BW TW /' // BW � 445.24' I , i 448.48' 451.4�1+' / JOB N0. 43s.20 \ / / / ' ,' /442.50' ,i / 40919 ,' RETAINING WALL ' B / / / / / RETAINING WALL 4- SHEET N0. \4' / t MAX HEIGHT - 3' A a3s.lar k / / , RET NING WALL pA2 , MAX HEIGHT �3 / ,' ' C4.12 / MAX HEIGHT = 3' L / \ I / s / / / / / / T's �139.12y / Bs 439.21' , , A / / RETAINING WALL ' /' ,Z / / ` , '' / ' MAX HEQ( T = 0.3' , Tw , ' Tw rl / , ' ' ,�rN�rrr6004442' BW 448.16', BW T/ / / ` _ _ _ - _ _ _ _ - bh L BW 457.33' �F,pLTH Opr'By�� 445.24' I , 448.a8' 4i ' 4p4.46' 54.57' i ji / I I '' /442.50' GLINT W. 2Z RETAINING WALL / ' ' RETAINING WALL I / / ' ' / , FFE=457.45' � j! S F LET Y RETAINING WALL ' MAX HEIGHT �3r I MAX HEIGHT - 3' / ' �' `� Lic. NXV SIJd! 4[ / / A MAX HEIGHT = 3' , ' I / / ' / / / , \ _ _ _ _ FFE=457.45' i ' r J2EfAINING WALL ,' 000NNA4 4111b D / / i MAX HEIGHT = 2.9' ' 456 /'RETAINING WAL / / / I ,' ,' ' ,' / \ \ ` w '' rn °u / / , / / \ - 457 456.22 MAX HEIGHT = 0/ ' j" , , / ry 456.62' ' / > E / BW / / , I / i / ' 456.72' ' E aaa�as' / / 458 / W 3 a .sa' / / / I / , v, I S SA SAN S N / / a a o 3 441. 5 3 Tw /' / / I /' / ' / / / I I \ 457.14 '456.72 / w O m \/ / / . / nn BS / 442.92' , / I / / / I / /' ' / , I \ \ ' ' 458.01' i ' / / / ' / a J V oMo Z - FFE=45745' FFEE=45745' _j - m inLU O Co CL I 457.36' z f :h! V 3: o n x a rt,a' d 6 LL w o o .0 = ¢ O g D // 1 I I/ w LU z / I / '457.00' TC TC o w 457.22' 457.56' ~ ,BS/ I C , \ 440.99' 454.67' / 4 6.79' TS M 458.04' / TC �' O= A67.07' i' 0 458.14' / I / 458.14' / ' ' w LU / / / I I / z I / ' / / ' U ` I I I I // Q ` BS / ' ' ' O DATE I , I / z 442.33' I ` V � TS � I / / I / / ' > 442.82' \ 1\ I 311812021 O DRAWN BY / \ 1 C. GAYNER \ 1 BS I I / \ / ' / • DESIGNED BY Bg / RETAINING WALL / / / / / i \ a43.12' AX HEIGHT =/2.4' 1 /BW / / \ I / / / • C. SHIFFLE7T I443.TS59' , / 443.12' I / / 1 I \ / W I/' / / /' • CHECKED BY \ 1 I 445.60' / By l Tw / I I / / / / / / • C. SHIFFLETT 1 •I i 441. 7' / 445.64' I I / //' ' / • • SCALE BW BW 443.46' , 443. / / / / / / / / / TW -I- -ll- l - l l / // / l '/ // // // • BW 64' 445.6 TS / I l 443.85' 1445.70' 445.62'? / / / / / / v / / / /' / • \/\ / RETAINING WALL / / I // / ,/ / / // 460.14' / I / MAXHEIGHT = 2.2' / aso.la' / / / LU / 4.8 44 / / / / / / aso.o5' TW Ty`' / / / / / , Bs 46.14' a/46.79' / / / / / 456.67' BW 446.23' Ts 46.27 / / b•/ / / / ' / / / / / BS ' / ' z 445�5 / / / BS TW / / / / / / / 457.88' ' ' I I z 447.50' / / / / / T59.84' / 460.1 a' / / / / Z Q `U..� RETAINING WAV / // / Tw /' // /' / / / / / / > rn MAX HEIGHT = Q.8' / / / / 448!i ' / / /' / / / / / / / / / / ^ w �zJ / / / BS TS / L.L CC / 446.7T Q TS TS / / / / / / / / / A 2 Q LLJ 448.2T ' TS 53.07' / / / / / / / / / / / / Co BS / / / ' - - - 1 / -1 L/L� 0.58' 46031T LL (D O / / TS T / SB i / / / I / / w z LLI 456.27' g 7.87' / / / / I / / / J I l r LU O Q 460.70' LU BW / / 452..99y0'' / � / / / / / / / / ' I j Q I I I \ l 1 / 1 I l / ' / 457.50' I I RETAINING/ WALK MAX HEIGHT/ Lo BW /452.52',�- ' 10 / I a /� � // � / SCALE 1 "=io' JOB NO. It 14, . \ / // / / I I o io' zo' 40919 �. SHEET NO. I I I I N // / / I N \\ KEY PLAN C4.13 o , ° IIII °. I / //'/'///�// /�i �J✓Till//q////i ° / / / /e / // / J / l---- �-L- I t--�---- to I ge IF i, PROP. \ °� / _jJ�/Ar i CIS //� �t \ // I l / i \ _-_� - �/I Ib;ll/// •4 / / ///' / 'ii' � / / J -_ / r� /l Ifi � \IN -•/i ��� \ �I, / 1, ' %���_-_�_ 1„111'll NI // / r/O%// /// / // �/ I IF �/i° /// //b/tlllll l > \\-�It I ilk I \I \\\\\\\\ �\�� \� )• I \ moo\\\�__-__� //J/ r/r//// //%bo \\\\�� JI I'III I ) lg\\\ \ *jI \ \ \, \__ \\ I I ) , \ 11 \ / //iia \tll _' /� e �p �i/ '445I _ \ I / ( \ \ \ _/ ' p __/l - r I l/4 ll IIIII \� o = \\� /r/I/"14/,1�y/1) I ) / r r/// / /j�j/i�% _ _;�`� )1 ll I I I i � =' / - /� a! `� \ \�\ _ i\� ICI ! _ J / ' 1 \ \ \ _ _ - - - _ -' / �ril� _ �480:%'/ p\\ '/ I!/, 1111 ,1\IIII I` l \ - ��� ///A J ///''11r/1/II,J , q // / ��///// \-J / \\\ 1 l \ / _�� _ - '� ) \ 'w � \ 1 / 1 pr / 111 I III 1 // //� / ✓i I / / �\ \ r ' _ i\ll 1,}i /l I INN(( I �\\�-'//iG/// // cyuu%J/��/' I�9 / r//// i -a i 1\�\\1\\\\ \/I /I _- �-��\� \ I II / I I I ////;,.... )/, n.d%!�// f ' l / / / �// / _ - -�/ \ \\ \ \ \ I 111 III\ II I / "\\ \ \ - I 9� I/// / //i / _ - - /\\\ \ t l I r - / // \ +\\\ \Il\ \ \I 11 PRE -DEVELOPED ONSITE l r I / l /� f / /l / // / / - _ - �\� \ \ / \ - \� , / _ - - ,- �, //// 1$ 1 (I l \ \\�\\�\\\\�\�\\\�\\\ J \ --//p / I i�l /l/ 1 - \-:♦ \\ \\1. \ \ `\ 1 �' % / 1 _ �s-�'�?J•�-M��ilr -\�� �' J(%// I / \I DRAINAGE AREA IIII I � \ \\ \\\ //l ,/f I\\\\� \ Ill ,II�/ !I \ �__' \ \ 1 \�\ \ \\\\ •\� TOTAL: 14.57 AC �� / /I I = _ _ - _ \ \\\ I t I u I I IMPERVIOUS: 0.21 AC i (I F r/ 1 \\�\\\\ \ \\ \II ` *I / / - - \ ++ ) / / I \ \ \ m \ \\ A°�e\ \\ \� 1 i / a 1 1 1, I �r - _ / / / ! / - = \ \ r-\ \ \� p\ \\\�h'""Q ' \ Xi�IfING RWSA 20' TURF: O.O0AC !/�l ) ,� \\�\ \\\\\�\\ \ \I I / / / _ \ \ I P I L�I/ \�� - \ I II \ \o\\�d \\ J 11 irERLINEESMT. WOODS:14.57AC / / / / //;�-/ )\Iq\�t\\\\\\\\\\\�\\IIII r `� _", i71 14 1I �I / � ' I _�___ ,_- \ I \� t \\ \�\\��ti \ \\ yr 1024 148D. t II \\\\\...Xt\ 1\\\ j111� r 9 150 \\\\ \ �_� TC=6.0�//°/d%//i�-��iJll\\\\\t\\ --_/ / Z-T \ l � o(�\\��\ \* - - f•�i / �'/' /ii/ / //��/ /_-_�_/Jr. 11\\t\\\\\\` \\ \��'A \ \ 1 / T �- \\ \ .j'� \\ \ \\\ \\/_ --- �_� __-- /-�-__---- II\\ �\\ \\� . � \ _c\�\\�\1 � I '1 /.%-=- tl \ //' n\` 11 1•I�1 I;I 1\� \`,, 1�1 IrT r/III \ ,"11"l•1�•\\\\\ \I 11\ 1 ., � � ti\lil ---- - ,/ �� '/ \\ \ \ \i1t /ijJ• iJ �/I/(r/1 / / IIIIII II,I, 1I1\1l111\\\� (II11IIII II��l1I Ia1>1 III\ \\\ o00/.0000o I fIt/I // //�y / �%/- ---- \ fill / `l\ \ \ \ 1\1041 \\ r \ �'✓ / / / / I I �s ---- -450 \\1�4 _v'�i' \-- r I _ 11 �I I I /,I � - _\ \ 1. \�'� �//� -Y �- 1 YII'�\ \ 1�\LJ//% / "��' ♦ ' I I \ \ - \e\\ \ /! / /)III I t\\ \\- 1�1\""f5�J /.�/(' b>a r \ - /� .+. ..� \\a \\\ 1 \ �.,.y/ i ///// j l 1 / I 1 1 I // / % J f (� _ _ .�,\ F \\ /r%ii%ii� 'III \\ /V j�.B•//�-�'//�'_ ��J1)\\cn 1/////// %•-///OI/ �/f / J, ///ram\\\=�___-�'i//,Cr\\\\��r ' �// �� / ///// i'�j,_ __ J / /// //'//�/ i�'/�i/ /i/ _ /1///� c-;.���i/� \kl�� - ;o �ii%7///// // )//'� J/ /•I \III '�.a //�iC`- �___ \\\ \\ Il / /// ✓/ / /// //'�i iii/�=-__/ / ./ ♦////r•�i// /' ✓ /�/�\���=�_�i!il`�-_"/ice'/��///%/r,//// /%// / / / I��I(I i //ii_v- ��\\\\\\\ \ �J v , /.. _ _ _-/ice/ 1 \ _- / / /�/i -M r _ / '\11 1 "' -�i/i -�i. \ \\1\\\ �1 1 t` \�,-• ~/ -\\\\\IIII l�llll,(I /i �i' /// - �/ll,G%_zp ?!_///- g__•=��/ -•s j iA DEVELOPEDOFFSITE// •��\,` \ \\\\ \ w _ \\\\ �l�Q 1��(IIIIIIIIIIIIIIIII\Il \�\��\\\1I!/\ \ �1 .\`\�\\\\�\\\\ , / � //i„�711,11111 Ill / /, / / / / / / / / DRAINAGE AREA \ \ 1 \ I / / / , I - D '�l/'�%/� l/llrl�l,/��rr�/////i / // i/. - / %ems �i/�//� \\ \ I // /i/ /�/ // / / __ /�/o I !L \ ) \ 2V 'd I' Y / / /// 1( / �// \ \ I I b , / / / / / / / // //i TOTAL: 1.52 AC - / y \ -,F-I / T j / / % �^ II 1 / / / / // _/i '// 7;=//! +A \\ \ /i 1 Ill /// /4 l lI II II // l / // / / ( //ii i/ IMPERVIOUS: 0.51 AC-�.q/'�/iy // / // // / / / /} ' I I - 1 1 I - \\ \ �\� \\\� \\� \ \ \\ �✓ Iglu `� ✓I II,I II 0.00 AC \\.\N.�.tJ�Q�'•�B/ 1 f �r Jr / I�Illll // \\ III IIIIIII I ,/ 1, 1I 1// III11p� I I I 1 \\ ` i _ _ �iWOODS: 1.01 AC \*\\\ \\•\\11\\\\\�\\\\\\\Obb�/%Illllll�lll//, :III IIIIIII ' �'ti'��✓/�/i \ \\.N\%\ \ \� _ e ll/ IIII IIIII II 1 I 1 \ \\ _` _ ��s //��%/,�/ I _ \\ \ 'Y //J// / / \ \III IIII y�\ \ \ _ - ''�'%i / / _ .Ys�° / /i / e' / �r /' >2� \ \\ r \\ \ \ \ \\ 1 /� \\\\\�\ \\\\\\\\\\\\\\` JI'� _ "%�'%i/ l/7 %r /j•/ i///r/ \ '\ 1 / \ w� \ 1j11\\1� II\It\ \ //,y//id✓d \\O\�\\\\�\\\\� \i!� ///ice/� =�_ '%1l / j��// ii� / // ( �` \ / //_ 1 , / \\ \\ ql 1 \\1 111 I� \ g e /�, �\ ri \ \ / / O / \\� / �� \\\ \ �11 III IIII \. \� i` ,� \\ _ �. / ! \\?�_ _/ /T// /gy _ \ Y-a3' - Z O'`-/� !r \l_- \ � 1 I _ � - � � \\��\\\ �_- \ � � �- _ .✓ ) / // _ 1 \\`?\ •4,T � ��s �a C= �=�i••-_ _ � Q 1 /11 / .\ A \ I . ..�� / _ O/ -I N C - \� �t%%�_-i mow. ���`�\O \\ /^ \\ ��\2\-- \���-�- 'i�� // /�\/ /jj/'i_ �\\\y\�a���xRr�\\���__����_ a_ _\� •v` i � t � % II I__ DRAINAGE S AREA YT-_ to�\�\`-�\\\\ _ �)//�i/i Jr//r/%///////i''�_'o ��%��� __��__ ��_��� _ / / %l / ° 1 O / / / to 11//`'SS`�' ter'-_ / / / / / �}�r'-�l_r=1- I _}----={_LS-l=t--�1-=-t\-\-C}\� ,- -\---tiIt O°/i/% !\>jSJJ(i _DRAINAGEAREA 3 //'z'/� '� // ��! r/ /l _ ll/ ; \ l /o/ i J i0 r oIPPY / e / /�l/ j '� �' '��'/ TOTAL:7.01 AC ce/i�i/�// //i// i /)//r \ I - PROP. \ \ // DRAINAGE AREA 4411.11 ERVIOUS:4.24AC�/i/�/��%i/'//ii//j TOTAL: 0.63AC >J \\ @ ////f�� TURF:2.77AC // !M i \ %_; -''-WOODS:0.00 (//J / °IMPERVIOUS:0.11AC/ %;�'-'% I II ///j/r,' 1 I/' r / 9g'1 �� v� "`' i ri / / l TURF: 0.38AC /r/ r -CN=83 IIII Ib/, / / \ t ! / / // f _\ ° /// / �_ _-- ll / I r l�\V90\ \ \ ( \ �`ti..� _ \ ( � I _ ll l III AAA��"" WOODS: 0.14 AC < / _ - / \ / l I \ I-�r _ , t I I \ =-\I/\1/ r ��, r /r \\ /rTC=6.0 \/fJ II I I �\�� i11\ \ `-_\ \II)) I(\ \`___- / ri �� -i /•/ _ _ �e \mot) )\lll,lrl��. _ - IP �" �// / �/ \ , I I _ I1 II A I / ll IIII\ = �_ _ - \ IIJ / /l 11/ /lit/ j�'ll > �/ /i, //jir//�' 4�0`� _ a = / lla K(l 1 1 i ` \ - ��111)!j/ /i// l )'l / \ l II I ' �a$0. A1 '-wJ to l/ // / iiiry/ /ii i/r r ll r l I si ' \\\\\\\\\ .\.:� �_%i/�i/i/��rJ/ �Illh\ \ //p// ��1�►� - __--_ 1' �/ \ \ t b \ \�\\\ot�\\ \o \ / / r =� a \L 1 I 1 r (f _ _ dSING RWSA 20' 1 \\ \\ \\\\\\\\\\ \ \\� _ = // /i/ r Ip 11� , o �` _ _ 7 I I'4 I - 1� _� \\- r - - I \ \� \\\\d \t \\ 7ERLlNEESMT �. S _ 1024 p. 148D. DRAINAGE AREA 5_i i/ii�/�, , /i/ , , 9d'/ - = _ _ _ - - - 1 y /i %/ \/ DRAINAGE AREAIB I \ / J \ \I�t\ \\\11\\ j111 �r/ 9 150 TOTAL: 0.81 AC, i/fir �,iii I\///M� /vd ,� \\ (1J1AdE- \� \\�\\"\��\\ a\�\\\IIIII �j1111 r`� p - - - / /� � \\ p \ TOTAL: 1.52 AC / / / � IMPERVIOUS: 0.46 AC � - -- - a _ � 1 i = � � _ \\ \\\\ \ \ �\�� IMPERVIOUS: 0.51 AC TURF: 0.31 AC TURF: 0.00 AC \ \\I\ I I \ I ,• I I 11 WOODS: 0.04 AC - - _ ( \ \� \� WOODS: 1.01 AC % ` \ ` - - � / �/ ~T\/, \ a\_ //--�aA I \ CN=82_�=-=-_� _/ ��1 - \ CN=73 � \ �% _ � .. r II/ / /j1�\ �/I/ //ir/ Tc = 6.0 - - _ . - �i�' / - / / \ / 1 II M1m,�I /// / - - / - `/" _ / v - - - - _ -,./ C� lI /n / �/'I// II� III II I V \ / \. _ I I III IIII II \ \ .° o /spry ( \ `(J �I / o 0 0�.0 0 \\ \ ,�/ II, //� , ,\\\ �\ o I \ \ / F )FL e I - PO- �ii7 I�(4 1 l` __ HARLt�1�1 ,►-\/�'\ // /ti''/��'//j% ,\ 1(,\� o� i �Z/� 1^� \ l j,17}I Ill\\/ �"LIZ -'\"pr•5'iE�'r�p J+//J,��l \� �/ /i/ r/ 1 II I� \MTh ��1�/ .-• ��i)J/� Zt�1 �',//// /�.B• / - - - / � - I � .r / J / // / \� - __ _ _ � -ice � � ^ A \\\ \\ / /'�/'� / \ II1 IIIII \\\\\ 1 l�l \ - /,/'- ////,lj/,�\`_i\\\I\ 1 111 �M / LL / ///i// r.�� �j /ii; \ _� /"•''�//ri�ir a� _ 1 I I 1 / r \ 1 \ \��'_- _ ��� �'yIIIIIIIIIII1d\\ ICI, I V l , l l / l r l l 1 . 1 /, / / / �e+Y r� 1� / // ////i/�///� �'��==�/�J=_�.�•-= ii l //�i/ii//// / / \ \ � � IIII 1 1 \ �17 IMPERVIOUS: 264ACr -- II TURF: 1p ODS: 0 .43AC �I\ 0,/�/%%/i i/'� i �� i/ /�� i / / 1 I / - t \ \\ \ \\ \\\\ \ \\ ✓ Illlll I 1 cI\ \\ \ \ \\ \ \ �\. �.\ J�• WO.26 AC /J /// i '�/ice __ 3 / f�$ip .� Il�li/ DRAINAGEAREA2 �`" 2/�/j /y��/ss CN=83, jglll //// � \ s �i/'�i��/ice + W -iip/r�/ \ \\\ \\\\'D \� �a�\ ���'�� � �Rl��/��/ \I\\\\\ \\\\ q►? ��.J ,-IMPERVIOUS: 1.04AC / /i � // / �•�r% / u - /v / � 1 _ 1 1/ / / (\ / \ ��\ \ II\I\\ \ "I J �� �.��-���� /✓`\\\�.. �/TURF-084AC •/�i//r /i��/'i (.l<\ �� a� \ / '/� \ r i .i� \\ � \� ��I \ \\1 o \\ Il//�vvlilt.% /rVZ" WOODS:0.01 AC Tc= 6.0 POST -DEVELOPED DRAINAGE AREAS \ WX \0. WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.57 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.57 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.33 0.398 10 YEAR 43.26 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 9.37 10 YEAR 7.18 10 YEAR 49.26 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.33 ACRES IMPERVIOUS = 2.64 AC. MANAGED TURF = 1.43 AC. WOODED = 0.26 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.09 0.493 10 YEAR 26.87 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 1.71 10 YEAR 7.18 10 YEAR 32.79 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 1.91 ACRES IMPERVIOUS = 1.04 AC. MANAGED TURF = 0.84 AC. WOODED = 0.04 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 4.48 0.198 1 YEAR 0.27 10 YEAR 11.37 10 YEAR 11.19 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 1.34 10 YEAR 43.50 10 YEAR 37.35 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 = 0.81 ACRES IMPERVIOUS = 0.46 AC. MANAGED TURF = 0.31 AC. WOODED = 0.04 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 1.98 0.088 1 YEAR 3.74 10 YEAR 4.91 10 YEAR 88.46 CHANNEL PROTECTION (ENERGY BALANCE): ��I "`DEVELOPED < 0-80*(`PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q•PRE-DEVELOPED OFFSITE Q• MAX (1-YR) < 0.80'(7.33 " 0.398AC-FT) / (0.493 + 0.198 + 0.799 + 0.028 + 0.088)AC-FT + (2.30) = 3.75 CFS Q(1 YR) POST -DEVELOPED = 3.74 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTAIL 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. NOTE THAT ALL STORM DRAIN, STORMWATER QUALITY, AND STORMWATER QUANTITY CALCULATIONS INCLUDE A TOTAL OF 1.10 AC ADDITIONAL IMPERVIOUS AREA (NOT SHOWN ON THESE PLANS) IN LOTS 1, 2, 6, 7, 24, 33, 35, 36, AND 39 FOR FUTURE DEVELOPMENT. , CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 *Z-V' AL S�;P ^� E 0 O N � N C > E v E w H_ W .0 Q LL o 3 p LL w 0 m _j V oMo z .. -n O rn LL Nv a 1'/1 C7 W vM 0x 3V V V ) w i c ry z O Fva� c Lr' U) A Lu o- � 00 M O x C7 0 F 0 w Lu w H z O V) DATE 0 3/18/2021 } 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 � w rLrun V 0� a J m Q W10 > Q O W z w Q0 O Q u I..L 0 C) 0 0 U) 0 2 0 U) JOB NO. 40919 SHEET NO. C6.00 L BASKET 24" LONG EPDXY COATED #4 F IWiVMIII "T Al STONE FILL RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1 NO SCALE �24 TW ELEV. 431.91 O O O BASKET EDGE O O 12" 24" LONG EPDXY COATED #4 REBAR RIPRAP-LINED PRE-TREATMENT O O CELL BINELEV. 430.91 O O EMBED = O= O Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE O l / °° \\ G r o - 100-YR ELEV.425.50 CREST ELEV. 423.92 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 4.2" H x 4" W ORIFICE W/TRASH RACK WSE ELEV. 348.00 INV = 418.00 POND BOTTOM 418.00 POND BOTTOM TO BE COMPACTED CLAY LINERS 1.0' FREEBOARD 8' DIA. X 1.5' CONC. BASE TOP OF DAM = 426.50 � 8' - 117.9l' - 24" HDPE @ 0.50% INV 417.90 EMBED 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 // ° \` f ° �\ 3- ° ° I ° Ot °° / I o o `� I / o O / + o / �� ! DRAINAGE AREA C 0 I I °o �\ \ .'/ o° �i� ^ UNDETAINED TO DITCH ALONG f o / oo \ I o 0 �VDOT-SIGHT / �/� OLD LYNCHBURG ROAD 0 I I o \ \ MANAGED _ DISTANCE O o I o \ \ \ \ STEEP SLOPES 44 EASEMENT ,�� v °oII +I I 0+ 0\ \ ( / (TYPICAL) 1\ + o/ /O \ \ \ ° o 0 / ! °f / vi O> Io I 0 \ \ % o; / PARCEL 09000-00-00-OOIAO Ri / ° °o + \ \ + r ° / / SOUT OOD CHARLOTTESVILLELLC �I PARCEL 07600-00-00-051 �o o \ 0 / // HOOD MODEL TRICT SOUTHWOOD I ° + + 0 / / + /� v CHARLOTTESVIO LLC I I O o ` o + ,O /- F p\- o / o NEIGHBORHOOD MODF + I 0 0 + � �4' ' ti /o / // • DISTRICT I I o °° `� / o / . 2 \p�P(�\ o / =. ... - \ 7 �� DB. 4706 PG. 198 I I o - / ° / oQ QQ �� / o - o + o / o C ° 0 STREAM BUFFER/ o° / ° / \� I - ^ �0 I C i ��p �` / � O - - _ \ 0 FLOOD PLAIN ( 10 I ( o / C C I 1 1 ~ \ \ I C I I - - / / o \ ° CONSERVATION AREA ( o / / �% I J \ \ n 1 I / C - - o\ o �. °°/ / ° / �� I 1 1�_11�I, L 1 \\ F- II I "1j \moo o J /o +1 I �o / n�<� V� / f_ ` i V � I ✓_- \`� /� ° o° J 0 666 / / < OVERALL I !� \- \° o \ /0 ° I / , DEVELOPMENTAREA k�� Zr / - - o _ TOTAL AREA = 15.70 ACtr I - - �1\� o ( /0 / / o IMPERVIOUS = 6.30 AC `�\ C \ / �' n -.-� "� PERVIOUS =9.40AC V� ���J © V �•`k V ri o BIORETENTION #1 ° I I- ❑ O \ \ Q a - + /, / vvv to 0 +O0 ` 0° / y/pvvvvv, I +I `\ O �S ° ° ° ° ° o 0 0 oFO o 0 0 0 ° ° ° °+ v 6v v ^ °'0 _ ; � ^/� �/ 1 I ` V / \\> + + APO SCALE 1"=100' A �;G� o I ' / ,� v'vw v v' / + C , o 100' zoo' ' + o° I v\ / vp v v v v v v v v j ea v= DRAINAGE AREA A f I vvv v v bb v vvv v v / BIORETENTION #1 I I .'vvv vvvvvvvvv v / / TOTAL=4.39AC + vvv'. I vvvv vvo�vvvvvvvv�a► / / �, ,. _"'� O / ° vvvv'. I +.-vvvv�yv.vvvvvvvs T / / /, PERVIOUS = 2.55 AC i ° vvvvv'SWMFORESTANDvvvvvvvvvvv / j / ( IMPERVIOUS = 1.43 AC vvvvvv'. vvvvvvvvv o v Q v v v v OPEN SPACE vvvvvvv �� FILTER AREA REQ. = 3,669 SF v v '. AREA = 6.87 AC vvvv v Pam, AREA PROVIDED = 3,809 SF 0 v v T LLELL - d i ° + v v '. I I VVA'b P 1 + 1 0 v v I 1. v v v v TRICT - /'/ ° vvv '. I 7 p� vV - +� o + 7vv- I I f vF vv� go Olt i I i / 00 v v v I I. v v v DRAINAGE AREA B 0. vvv :' I 1.7w vv y� BIORETENTION #2 ° vvvv I I .- v vl v �`�I TOTAL = 1.69 - ° '+ vvv .' 1�7vv PERVIOUS =0.65ACy� + 0 v v v vl1. 1 7 v IMPERVIOUS = 1.02 AC 3 / ° ' v v v v, q�v v FILTER AREA REQ. = 1,488 SF +I + 0 v v v v v v bb v AREA PROVIDED = 1,587 SIF 1 v V ° vvv 1 AREA EXCLUDED FROM • I� QUALITY CALCULATIONS �\� � �- �1 � � � �� v v v •.' .. � � A / AREA = 4.76 AC \ / ( vvvvv+vvvv\\� .68 vvvvvvvvv`vw v � vvvvvvvvvvd vcv �\ \ O- vvvvvvvvvvv V�vl - vvvvvvvvvvvvv.N vlvv 'o vv-V vvvvvvvvv V\V\Vvvv \ o vA'vvv.vvvvvvvbwwwD�vvv��� v 1 a \ �a vvvvvvvvvv\V\VVz :zVV' wwwwwWW °o v.vvv\y`go� vv��vy�vvvvdv�-vv- v� 8vvvv \ o �.'v" vv V va-V-Vvvv-vaV-vvvvvvvvvv6a vvvvvvv / 0 �w,vv. gvvv-D �0.vo v vV V_ V_v v v v v v v v v v vvvvvvvvv w vvvvv�VvaV- pvvP�wvvvvvvv'� �v.#♦vvvv vvv v v v v vP v v9VRv�Q y v v'�v v v vov v v v v v vv�'i v v v v v v v vv'. v v v v v v v v�-v=v'g�vy v P� v v v v v v v vv v v v v v v v v v v / TREEPRESERVATION `',�v.v-"vvvvvav�¢ o vvvvvvvvvvv vvvvvvvvv vvvv'. / AREA= 6.60 ACRES `Q.Y.vvvvvpv.vvv�Vb vvvvvvvvvvv vvv vvvvvvvv vvvvv\ ° vbIV vvvdbw vvvvvvvvvv vv vvvvvvvv vvvvvv b.vvvvvvwvs@sPS�w,vvvvv vvvvvvvvv vvvv�v� / / o+ + v,vvvvb�vv�_vyvv°vvvvv vvvvvvvvv qv-�vvvvvl. �. vvvv�aewv°vvvv vd�vv v v vvvv ° �o a ��,� v v v'v�aos�a�aYv v \ o - \ + �b�� v vvvv EAS38iY1�1VTv v v c ° + �- 2?O.g �vb vvvvvvv ryy�p�JpaR vvvv /� o UFF PORTION OF FOREST OUTSIDE 0 OF WPO/100 YEAR FLOOD PLAIN b� vvvvv v v vvvv. \ �. -K vvvv vvvvvvvvvvvvl� ° TO BE DEDICATED AS PART OF v�g�vvv vvvvvvvvvvv I I \ 0 vvCV'Q vvvvvvvvvvv n MITIGATION PLAN v v v$ 0 0 ` 0 vv �\9�t9�m / •T o° 000 + �. °a pvvv�� \vvvvv 8 O u1 1 O O - V vv\\ \V v / \ ° ° ° ° O ` ° O \` v 0 0 EMERGENCY SPILLWAY, 45' LONG, 5' WIDE INV. 424.99 IMPERVIOUS CORE AND CUTOFF TRENCH INV 417.01 1-YR ELEV = 423.91 10-YR ELEV = 424.99 100-YR ELEV = 425.50 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 = 415.11 10-YR ELEV = 415.85 100-YR ELEV = 416.21 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 CF ` 1.25 = 12,290 CF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 1 3.35'= 3,669 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.35' = 550 SF SURFACE AREA PROVIDED: 579 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE _-_ _-__----____--__ -_ _______________ + - - --------- - - J -------- -- o - �9- 3x( - 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.41' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 426.91 24" 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 = 430.79 10-YR ELEV = 432.28 100-YR ELEV = 432.64 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 24" 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 CF * 1.25 = 4,986 CF 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: 249 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 1r;Sj0;1AL 6%' ^� E 0 0 u N � N 0 > E w v E H_ w w um ¢ V 3 W O w0 `mom O W M ¢� j i52 W J -N rn N V z W U 3:0'X LL C Q m v Ln = N N F ¢ . 0� EO1 N 00 W M a� z O a_ u U In w z O N w w DATE 31181202, DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (w V 1m" I � Q W Q a _j J OZ Q w Jco W LL LLI W z 3: u O 10I I..L 0 0 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 0 m 0 3 c a 9X o 0 O 20z 2O 162 am A - E 0 a c m m a. 0 O 3 Z 02 2 a F 0 o� U3 n dm 2 Y �N X C do da 0 = d `0 E a �M 06 a c 2c 10 a 0 0.2 m a c m N 0 n c 0 nE L F E L \ ° '-- ,_/-'_�_,,_%�/-'-_-_` Q ' _i///�///-/_ _1/ ///, ' 5i/ ' I / /-/' /i.'' ''�///_//iO_/////' / /,'/ _//', ' '/_ i/_//:�//i/ /� '/ _ / / ////r__//////�j//i '//�, /'/ // //l /j// 'ce_/////'// ,// O'r/ , /`/'//'/ /o'//i// / ///-// /%/ //,,/j ///�/ ,/,r�//i ,// /-/" i'// ,///i//�/ / '////,',-'/ /,/6 O///,/ ,�/a// /////// -'� ,�r///I,/// //,/i////�i/,/- p/ / /i/y////•,/i�//-•0rr/,�//�//\'/r, /_''r,/i/�/ /,/�/_�/,_�/O'/ /'/ /i /- ,q /////'� l////-/ppp//l///�,///"'// /l, ////;' /P/;6-/////1/,Q/////////' /i-' / %�% //J-/ I/ _ / // / I, ///%/i/�\1/ /6-/0IlI,I/lIII/(/r,IlI'I'II I/ l,JlIIlI(Il,I I =l�-//-_l%%rl.�/.II`-1 Il1/,I//llj •1 lII' Il��/:�I0 //�:11/A./I2l/ \///0r / \_ 1/ l4\/ / /\ `/ /// \\ / \l/ / %\ \�'l\ 4,/ '� /�/ 4�\�/'0$� /6 l\/�/ /o / � / 7�4\/ 0 ////^ l/// I / '_ /1 (// 0,- \ I/4°/ ' /Ad//' bd''/'I / �/I I// \�\ rr ��' +q __�///DI / :0 b J 0/ UGF \ 10 22IY,- 212026 I/ /\/\� \\ \) \\ \N�\/ ,,2.. 2Ii2I� n 2,4 2 i e I ---22��•�2-^-3I.\ _/ 8 I1 \3� 2\I� -y2\\ \ �/ - \\ _ �/�\6-I\ 1 l\\�-`II\ l\ 1 `\I/iI\/ 2�\-I2\I/3 3\ / \\I'2 / / II 11 \ \\ _ iI\ I1 '//1I1 / f I\I � II/ 1 II �I�\/��1/I//\/N�n \ iI1I I�1►I lI I/���r_iI II \ II` `I \\ �yI-I ��/ �L\\\1 \\-i/('yS li1\./am l /� I/1A1L�\�1\'•/\/`I\1��\�/ �I/ I,1 /vD'\I \I1�//L \� R,,'\-� �I//��_//x\\ '���\/� �/\ \~\ \'/, \�t �\ \_��\-\�\ - 1-`/\ \♦ i/ /\ - - - \-�/-/-/G\\ CI G'/- \_ r_�✓/\\T-�_ - \\l/,\^- -- ' o\a/6 oo ,o// y 114 $77WAMBFFRo\ :-,\ \ \\ l Aft o �G2PLA1l / /6,//„/ /o 13Ih \o GO(S%ATlO1 AREA_ 1\ 17 00 o ir ANW o 136A �\ 0 \\\\\\ 14 y 13 V O A- K/ /\ � a�o 132/o1 ROAD ° -GE __S \/S/-�\ Y/b-C� }/\A � �'�_- - - I � E TATERO //e PING jo '0' \o ❑o' `fell �-- � MAPLE o _ o/°o 6/ 14 10 o 0o07p� 16 208 214 jo I 204 234 iN,- �� 0%O oo o 1 �0Q 0 2309 ' -0 \ 9 P /- uGT-, NP 05 Im to oQ o\\\ \ T \ \- I. \1 '- t' I Jo I I I I / 1 1 I l / / l / , / , // /i' �� \ Iv ' / ' 1 // I 242 l-rr/r �j 25„1 ///►-�! ,7�^ I ,•� / // / / / //// / // \ \ 1 I I , / / / / \ I I l / 1 / p ♦ ♦ o / 1 1 � I I / ' l 1 a ONI vh � ' R6- �� /t \ \ \\`\0 \O\ \ \ FA 10 \ \ \0 o 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 1 0.70 1 1 1 0.02 0.78 116 0.16 0.66 170 0.16 0.65 120 0.230.48 172 0.24 .72 142 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 0.13 0.74 226 0.12 0.76 INLET AREA C 226A 0.20 0.68 228 0.06 0.77 230 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 1 0.25 / / / / // / /////, / ♦ 1l // // / / 1 -- � �/ / ' /// //'�//ice//�/ �//i/i'/i /i��i/ '�/ � ' <lop/ - '/ /z z I „/,/ // ////�'i//i//�/�/-- - 112 // / -__ /%i�� - ���_ ono ���- ` - _ � - - �\\.`\`\\\ \ \ ' /�///✓✓%,/j/i/ y. ��/� _-_- //',�' / j/ l '/// --_T� 1�-�-�^^_-- --\\� ----- �`\\\\ \ \ \ ��// /,// ✓/ //' O 1 ILI Ir 77 \\\\ �-- �\^ \ \ \\�\ \ OI\\\`���-� \ \\\` � \^ �//✓/ice//// ��-1 I_ 00 EX SANMH ? - �\ \ , C o o . lV,4 T1'-X:2io NhF 9Y EtNE/R- ' n SCALE I "=50' TOP= 398.1D.B\�91�4 p_ 6_88_ _ - // / / / ` L1.=391.8 1 ` \\\\ o\ �\ \\� \\ -_ - % /'/ / ��® \\ \� 0 50' 100' L0.=391.7 Name, qw� o00000010 `\- \ / \ o s�\\` \`\\\�-- / -Ji KEY PLAN 0 TH CLINT W. S F LET Lic. N . 54380 3/ IB/ 2021 1r;S-0;1AL S� 0 Z O a c.l (n w 0 z O N w w Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �LU V Q I\ J W �' aC aLLI J G Oa J U/ WL Q L O W r:: z Q c) O U" 2 I..L 0 I) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.03 L ------------ \ - - - -----f - - - - s / - I c---- - - - -1- - ------ /--- to 10 QI\ '-. /7 S /// W s ij/ / /� - r / / I 1 I 1 4 ________i_____ \_ - - - -�1 \/_` c ' '/__ ; ' /� -s / I I r - j \ 1 1 \ STA1Y R01JR(§ ROA \ \ T 20501 _ - - - _�9.1.4T \ \ \ \ ` \ , \ / 10 O / / ` -- _ _ 'i_� ' ��--�/ / 1 1 \----1--- -� --- 10. 2' R/+V I I --- \ \ / \ / /' / O \I \ = _ % s'/- <� - / _ \ t -- t \ TE�1 \ , ,- - / x i �i ♦� - �_- - -_ _-_ �- - - --\ -- �- - - - �� - AE T . 7 ♦ \ _ OLD'LYNICHBURG WAD I I - y - f 1 -t i� - - �t-------- - -li- - t - i -- � - - � -i\ t � \ \ \\ \ \ \, (V��,Y/ - _ bTATERO�ITE631 I 1 1\ --- -- --�\ \ I I \ \ t\ \ o-_ / - ____- _ -�- \ _ R�I}1, /- / _ _ _ _ I \ \ h_____ _� e / , ULVERT •w / _ � � ` � / \--�-[---� --�-- � `^ rc- _016H,ULVER / � / 6HP / / / / / / _ _ / / / _ / �/lo,N£Ecrelc / TELE BTVLINES 'TELE&IYIINES' / / l / / / / / , / / / / / / / / / / HT tl' / / I , , / / / / If e 0) /---`450, � �/l ///'/' /,' / /','/' /' / /' ' /'// , // / / / / 172 I / / ,'/ /m /vl / \ _ /,/ l f I I I I II I I I /I' l I 1 ^ 1 //// ' '/ /,' //,' / / 22F cn I 4 - /// _ _ _ _ J l I I I I 1 I ' I ' ' ,' ,' /' /' -' -' / / J, / / / r o - - _ _ cn I I 1 \ \ 11 \ 11 I I 1 1 I / I 1 I I I I / / ' ' / / / / I 1\ I / 1 7 1 ' \ m / _ _ _ \ 1 I I I 1 I I I I I /' AO I ( \ I N rn \/ // f 1 sr \ \ \ I \\V �\\ \\) 1 \ \ I I I \ O \ O \MIT \l/ / /-- -- -- - - -_ \ �--'/ / / \\ \\ \ \ \\\\ \ \ \\` \\ ; I 1 1 ' 1 I I \� \ \ \\ m INSET \\\ 1 / /,-------- _ \ - / / \\\ \ \ \ \ \ _ 1 I \ ��`� \ \ \ \\ \ \ \ \ \ \ \\ 1 \ \ 1 I 1 17 --- Iv6 /' \ / /15 // J / i -450,�\- i 144 Irk►�� 152 ♦♦' _ �, 162 '':,r=5B� 154 I 4A \ \ I \ I I l l l / I I f � 1 I I I 502- ' ' \ \ \ \ \ \ \ \ \ \ \ \ � � / ' ` - 1r�7->• / _ � - - - 1- a� 1 \ 1 1 1 1 I I 1 � I I i�- �`= _//� I II \ � \ \ \ \ \ \ I}� \ \ \ ' ' yI� / l 1♦ I _ \\ � �JI - p \\ \ 1 1 I \ 1 I I I I 1 1 If 144E ' --� --- - -/�\\ \\ \ \\ \\ \ \\ i \ \ OA n / - / /\v I 1 '\� I I \ \\ \ \ \ I \ 11 1 ' 26� ` 16 - / // / / / / I// // Y" / I 1 , 2BEE�ULVERT �) 1 I \ _-_'j!�' r/ ) / / I ) II \\ W. I� 2 �11 11 - I // \ - I ► '� I / / I�i -sue I I I I 1 11 ,' /� �,' \ �__1__ -I--'� I / \-\ I \ �'.�'��,�\ryi" l 7 i \\\ __ ✓ -r' I I 11 L ^( I I \ \__�___ \-- _ // \. __ \P- -UGP ' i �T�Y -� 1 � \ \- \ \ \� �` '�� % 1 ♦♦♦ ,/ _ « 138 \ \ i \ \ \ y I \ I \ ��J \ ♦-- - - - - - -- �� / / / / I�TTE_RNUTIANE- _\---- --_ - --- - ,!' , l�, \ \ \ \ \ \ \\ \\ \\ �� \` \ �t \ G'T �♦ - - - -- - l l - ' / l >/ * / / / T \ -Ifs �-y - 1 \ r/ . I ESAN- - �I \\ \ \ \ \ \ \`� \\ \\W.OAK\ `\r \` /t I I // \ ' -I �^-----_--- _ / \\\ \ \I\ \ \_\\ \ �\\�> �\ \` f! J \' \\\ \ / I I/ \\ \ \\ I� I UG 14 - q. I \•\ \ \\ \ \ \ \ \ y i�\\ \ I` \ SXCAMORE INLET AREA C INLET o AREA C U/I / , 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 \ \ �y \ \ I \ liy\ = - - _ 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 j - - p \ ` \ \ \ \ \ A� \ I \I / \\ \ \ \ \ \ r - - UG OGP� / r f 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 MAPLE \ \ \ ` I I \ ` ` \ \ / \ c \ - - / UG �� 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81 \ _ - _- - \ / 114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 (5r / J l /� � \ \ \ 1 \ / - - ' ` ` - / / 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 / / ,\ I / / I\ 'I\ , - -_ - -_ - - -- -- \` , `�\ --\ � -- / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 / / v / / ,' / ' /' y ' 1 ' r ' / / / `\fir /y'/ i / // r \ \ \ - / _ - - - - - \ \ - _ i ^( 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 / ' /' GA� y� / / , _ _ - - v ' ' \ \ \ �' -� , I 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 loo230 T 1 / I r , / / / ' // , / / / / / 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 �/' ' I / / / _` _ / _ !/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 40 �.,' / /' f J /' ^�//' /' /' ' ' / 1 /' y/I/ /`t \ i���i y_ \ \ - \ \ ' / 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 30 ♦ 32 - \ \ �j� i ' / / \ / J ��' �i ' IrJi'f // \� 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 \ ♦♦- - - \\ \\ I I I *�_ nil 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 0 \ ®\ cR, I UGP �_ / j \ \ �, / \ \ \ \ \ ` - - \ - _ / 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 _ _ _ ' +�-�� Ir \ \ 1 \ / / / _ - \ \ \ / / /_ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 io .10 - - \ \ \ \ \ \ \ 144E 0.12 0.72 212 0.03 0.78 416 0.08 0.50 234 y#�{ � 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 1 0000 /148 007 074 216 014 079 418 009 068 10 0 I I %7 ' _- 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 to 41 - - - /t% , _/ / 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 4` \ _ - \-\ _ - \ \� OG _ _ _ / 1, / , / / � _ _ \ rn \ \ _ , _ \i/ 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 L �I II I I I 1 1 \ \ // / \ \ 1 \ \ o \ \ \ \ \\\ I I I I ' �i, 154A 0.08 0.73 224 0.06 0.60 508 0.08 0.77 23 J I I ICI I I \ / \ \ �J 1546 0.08 0.71 224A 0.17 0.73 510 1.10 0.41 _ / / \ \ \ \� �/ _/, / / 38 / / 1 I \ L�' / / U___-----/'�' /' \\ \\ \\\ \ \ \\-__---_/'//// // /156 0.11 0.73 224B 0.26 0.57 600 2.35 0.25 158 0.13 0.74 226 0.12 0.76 /Ti 47 SCALE 1 "=50' _ KEY PLAN // TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 AL M E 0 o N � N C > E w v E <LU ww3 Q U . o 3 p LL w o m 0 W L M Qom_ V00 J - i N C7W rvv w - F = X n oa =LL > N F Q o Y � N 00 � M �H O x U 0 F p w w 2 Q z O in 0 0 z O a u U) L w a z O N W W Q p DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' rW V Q I� I Q J W �^' a 0< JLLJo I" I" I Q LL O LL W Q O U" 2 I..L 0 vJ 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.04 L •,�rN�lrrrrrr LM04 PROJECT SoiAhwoMilla9el DESIGNER CG DATE 311912MI LM04 PROJECT Sout Gvilla l DESIGNER: CG DATE 311912UI LM04 PROJECT SoutMvoadJilla l DESIGNER: CG DATE 311912MI f ��pLTH rrr CHECKED UNITS ENGLISH CHECKED: UNITS ENGLISH CHECKU�,ED: UNITS ENGLISH I _ I V I Im Nil III I mill m I I cLtNT W. 2: dS F LET sw Lic. N SIJd! �4[� 3/18/2021 NAL �• ••• MMMEM Ngrr�N�• M E CD 0 rn U N � N 0 > E W ai E H-,v1 a V 3 LL O Q jVDMD Z — m, o (9 Lu .w � a 30'x U) W U-) i c ry Z �vaU O'^ c ul HV ,-I 0ON MMMEM Lu a� CDUU M O 0 W IM LW IMM 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 W O<LLjJ LJ a U LL o w � J z z 0 W u 06 0L w a O O `2 1 ,O V 1 JOB NO. 40919 SHEET NO. C6.05 �������momomm�mmm�mmmm��mmmmmm����.� •r L TH II ( I — I-------------- I I \\`\ — — — — — — 00 °0 0 0 000 1 I \ / ° ° + \\ I I 00 0000 01 1 I ° ,00 / 01 000 O 0 - - - - - - - - - - - - -7-1t O _) ------- - - -------------- - - - - - : --:: - ------------ u------ o O 0�) o / o \ I o �VDOT-SIGHT y 0 / / o \ \ �° DISTANCE F / 0 1 0 \ \ \ \ / I EASEMENT ° 0 1 / 00 \ \ / + O1 \ — + O 0 o / +l ° + / o �. /0 �0 / ° + o 0 / / 0 - 0 0 _ O o 1 ° STREAM BUFFER/ O / 0 o FLOOD PLAIN l �o ' ( ° / \ \ o \ e CONSERVATION AREA l 1 o V° 0 0 o 0 � � + J o° \ \ ° / \ /o / J Oo° / 1 o \ o o o /' / o /O ° ° ° / 0 0 / o o °° o 0 0 0 0 0 0°° ° + vvv v O v v 0 I 0 v v O° I I / // a v v v v v I I v° o° vvv I I \,.�' 0 vvv o I I ° u' r Y Y Y Y Y Y Y i f ctD � �1J CIE: / l• — -----# LEI❑ O I O V \ -7 r I n � -z-7 J a I / o \ o o , ` / 000 0.- - 1111 0\ ' +` o° I I I / °° /O� �I �T 7�1 \0 .0 0 In r7 q 013 _ � \ J ...\ ... O I 1 ° i `� \ ° 0 PRIVATE 20' SANITARY + \ V �V,/ p O <w \ \ �'] L� \\ \ \ n0( . \ \ �` ° o SEWER EASEMENT / ° + D.B. 2984 p. 688 v — O / > \v 7 \ 0 V _ j /� \ ono �\ \\ °\ �\ o 0 0 0 0 0 0�0 O _� / n, o — — — ° o ALE I \ / /\/\� �\ l / I °o �� \ .� —may + / / �i \� /�/ + \ / \ � � o°o E20'SANITARY / 4 1-1/ \ 1 \ o \ 0 0 /NP + ~ . `� �o WER EASEMENT ,� \ 00 + =UF` + + `�� D.B. 2984 p. 688 /� © LEGEND 1 \ \ \ 00 0 0 0 0 0 0 0 0 0 \ -0 v / / e (�/)�/ /' BUFFER DISTURBED AREA n °o oe � °°o \'. moo, O �/a�G, /' vvvv O O° ° 0 \°\�''�0 O O O O O / O ° ° + 0 \ o / O �J / — — — — V / / �,� PROPOSED MITIGATION AREA / O o ° \ \\\ ^ / O I _ i _ G `I /+ ® FOREST SPACE TO BE DEDICATED) U \ ° o O 0 o° ` °00 \` \\\v /, J I / I li ���i ' i/� \ \V✓ / / °0000 0°° °° \ \\ ° I —L—IJ /y/��/ \ J TOTAL DISTURBED AREA 14,880 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,760 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 \ ° �U I \ �% O O /// /I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT 0 °0\\ \ \ If ` ��// I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. O O CLINT W. S F LET Lic. N r 54380 3/ 18/ 2021 1r;S,0;1AL 6%' LmI z O a_ u U In w 0 z O N W w a DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' r-1 W C� 1� � z Q z o W a- C� 0 < �- m 2 W o W w zLL Q � D w ° m DC Q C 0 U) 0 T� i ,0 V 1 JOB NO. 40919 SHEET NO. C6.08 L f� V NLTH UF��� m (o ¢¢ co m co m to m co ¢ co m LO i6 LO f0 rn U) o LO t�,i/J S F LET Y� 0 m 2 0 Cj 2 2 LO Cl) 2 0) V 2 2 co I,- — L O O L ._. co 0 `-' (D L co L L (o � `-' L l0 LL7 0 r r 00 0 00 r M F r r 0) O F r r 0) F r °? 168: DI-2B 6 ft Throat _ _ N q "" N N co m co co Lic. N . S4380 4[ m r N M p � 0) W v rD 0 00 v O V W d) N S O W 0) N W LL7 0) M (V O�NC�D rco c`!4 °No STA 10+37.79 166: DI-3B6ftThroat cD r N C?0?0ram) (D�M� conNM°)°�) N0 L6 cD�vvNm cooN� cD�vvN(°'D c°cc�a)cOcm 3/8/202 mr7v r�NM co y m n(0r N v 007 (0 0) N v rOOM(D v(OM N v Ory m�(DM N v m� W l0 M y M 20 00 00 M Co mN mC9 I- W 2 O I� ComM n n m0 M r- n N O (o N+�F +O��F TOP491.64 STA10+37.79 N+0)��F C?+oF c�+O��F +00�F (�+���F C?+mF N+���F +nvvF 000Z) 2o� O o°0 O Om0 0� O ��°o o� O o �� o r prv0 a vz z 0 INV TOP prvz z 0 prv0 prvz z_ 0 vz 0 Druz_ _z 0 prv0 orvz z_ 0 orvz z 0 N01AL ���� oF0> oF0»> INVIN480.96(601) INVIN480.35(167) �NOFO»> �FO> NCO»> NHO» C6 0>>> 0�0> (ODDHO»> �0»> ������ r(nFz �cnFz z z INV OUT 480.77(167) INV OUT 480.25(165) r(nFz z z cr(nFz cr 0)P co�FZ z �OFz z z cD u) r(nFz z z rcf)P Z 500 500 495 495 485 485 M E 0 0 rn u N � N 0 > E w v E w w 3 Q LL 3 p LL w 0Lu m V 0000 z o — ri O .. rn (7 W N V d w � 30'x cva w oa 6LL o rn i ry z FvaO �' w W M av �w vi M O x c� x F 0 w w w 2 Q Q � z O 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 cy) cc cl) 75 Mt qt IL t r t U) CO r 2 M u v 2 �. o 0) r o rn r c S V F F r LO v L (n L L L 7 V O . V (D F (D F r u F r LO 00 (D co (o 00 O (o 00 o rn '9 m 06 NM c,) r- coi o v 150: DI-3B 6 ft Throat o m (Mo ID CD L L co N o , v r o CO _�� v J mo nv °N°r' c v mv�(�� mo�v STA10+40.05 mNo, v mr°ouil� v ° coc�vMia r�vr v nv +(qF ' o )F c)+o'nvF CIt ��oF TOP 460.86 M}°D�F Nc+°VvvF ro�F x+(ovF r+F ❑O(D� ❑0(D 04 0(D� r(0� C4 V V (n ONE �p low (n r� rv0 v? z 0 prv_ _ 0 prv0 INV IN455.13(153B) prvz 0 prvz z 0 w rv0 rvz 0 w 1066 J LO 0Z cLO 0 Z>z ��O>Z> 0 INVIN453.76(151) Iq Z r 0>ZZ oHO> o�OZZ oFZ I --I r cAF_ rcn F— _ _ rlgF_ — _ rcnF_ INV OUT 453.66(149) rcnF_ _ r(AF_ _ _ (D (AF_ (O InF_ _ cn u)_ 475 475 465 465 460 460 L� 0 I w/ z li w Q > w a w J 1 z - of LL_ J O� O J w � m W J a Q > LL O LJ W p O W/ U (n 7 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 2.1' 171 9 .18' OF 169 1 "HDPE 49.53' OF 480 480 @ 1.00% 2.31' OF 65 2 "HDPE 87' 3' OF 1.00% 24 HOPE @ .00% 475 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE \ 1' 460 460 3' MIN. 153A 37.79' OF 15" HOPE 1 38 @ 1.00% 187. 3, 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" HOPE @ 1.00% 12618g'i9F 24"HDPE\ 475 @ 2.00° 1 475 161 EXISTING 8% GRADE 24^ DPE _ 470 470 465 465 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE 455 455 151 450 40.05' OF 15" HOPE @ 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" HOPE 15 •�9'pF 465 @ 1 � 0% 24 � HDp 465 .50� ° 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP SANITARY PIPE 54-53 � 445 STORM 445 PIPE 147 50 50.56' 440 18"R @2.p OF P % EXISTING GRADE 440 435 435 430 430 L It ca r v v 136: DI-2B 6 ft Throat M f� 'NUT" O� of Cl) O 144B: DI-2B 6 ft Throat STA 13+26.58 N (,:) M o co v N . v STA 12+19.51 TOP 446.11 o N r` Cl) 128: MH-1 .�� o m t 00 co m r-- v LO v m o+ F m + v v TOP 449.23 INV IN 440.62 (143B) +' 6 c, STA 14+20.08 ?� CLINT W. Zi 0,0 , o,ov v 2(.)�z D O �• 1 v O O � v z z O INV IN 442.33 (143) INV IN 437.29 (135) g (Lz p TOP 437.50 Gd S F LET s• � O z v F IL > > > INV IN 443.31 (143A) INV IN 438.60 (137) M > > INV IN 427.88 (129) �� u> _ cn P ? z z INV OUT 442.23 (143B) INV OUT 437.19 (131) ' m f ? ? INV OUT 419.12 (127) Lic. N . SIJd! a[] 460 460 3/ 18/ 2021 �4r= 0S00NAL �.•. NqN H0ft ^� E 0 � o N N C > E w ai E H_ w w 3 Q LL o 3 p LL - _ G L ' Cl)m LO ¢_j U000 z 0) 2 mC)bo r L NM Cl) V �N" cN OM Apr cliL L F Cl) v N N d O N r {� v F �... ... d) 1� v...- O N O n (D W N V d O N O � N O �l0[l_� N (OD 0 OD (DLO M W COCD �N I,- O V Z f U 0N7 000 V m('')0 D) V mpa0j�6 M M 7 QOU M m�(0°D co V + CO't 7 H_ O (/� Q (n + � � + (d v � co + [1- (� + 0 t qt C14 C6 + 4 m 240: 12" Basin - Circular Grate 2 "Cr Z Z &vim o o�v� o�az p o�vz p o�vz z z o p��� oO�qt z z o STA10+00.00 Q(L U-) z NQa> oaCL ao<(L �Qa>»> �aa> �Qa>>> TOP451.72 CO 0>>z =�'(n O vU)F_z �(pOz z Cl)�Oz z �v~i�z Z Z z �v�iOz �U)iOz z z INV OUT447.20(239) N(n~-- - F n U) 455 455 450 450 460 460 ° w W M a� 00 O x c� O x 0 w w w H Q 0 010. z i!�:O )t i/) DATE 311812021 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 y STR 146 - STR 126 Q STR 142 - STR 136 STR 134 - STR 136A STR 240 - STR 238 io co ca o a M M HORIZ SCALE: 1 "=50' N Q co HORIZ SCALE: 1"=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' .0 F M v VERT SCALE: 1"=5 (o M VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 W _ 136: DI-2B 6 ft Throat N - N o °D o STA 10+99.42 o w C) 104: MH-1 , n ro o O 0 m N ") Dom) m TOP 446.11 °) u) O n M eo v' 122: MH-1 STA 14+78.42 v ON"T N°D(D W r0� V 0) m M � + v co COv INV IN 440.62 (143B) 126A: Cylinder = + N v H _ w m STA 14+58.76 TOP 416.17 O d'� �O V Z Z) 7 ��N p v p a z_ p INV IN 437.29 (135) STA 10+00.00 g � v z p v z p TOP 417.53 INV IN 411.22 (121) M � � > rC', 0O > z > INV IN 438.60 (137) TOP 423.92 � 0» N � o > > INV IN 411.52 (123) INV IN 411.43 (105) 0 J w H ? u> ? - ? INV OUT 437.19 (131) INV OUT 417.90 (125) m H ? z � v) r z ? INV OUT 411.42 (121) INV OUT 410.83 (103) 0 50 460 460 440 440 PROFILE SCALE H4 m \ �_ M / 0 O 2 O) 0) �_ 22 N c) `� 2 LO M N_ co O r O F rn (D N 0) r F N N cD (D N O (D co co 0) (D D) 7 (D O 7 m 00V m�0r N 7 m00) V 2+ MLo 7 7~ mIt to 6't 7 CDOMj EF V Z Z 0 MOIT~ 60O V Z Z 7 N +,� Z~ Cl) vp p<vz _z p O�(LO °DQa» O> O�(L 0 N�o> ono>>> It 0> N(�°zzz 04¢a>>> W NU)O z c-(nHz �OFZZZ N(nHz N(AHZ-Z Q 440 440 460 460 > LLJ a LL J J O LL J w � m W J a Q LL > O W z p O W/ U (n I..L O Ca O 2 ,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 120 - STR 108 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 EXISTING GRADE 455 � 455 � \ � PROPOSED \ 8" WATER GRADE \ LINE \ \ 450 1' 450 a 145 \ 'a � 445 38.24' OF 445 15" HDPE \ (n 4 143 � � 181.26' OF 24" HDPE � � 440 @ 1.50% 43B N z 440 24" HDR @ 1.50°� SANITARY PIPE 51-11 131 435 � �30.94' 435 P @ 1.50°0 430 430 129 g6.OF 3p� @4oapF 425 425 420 420 21 g1?T 30„�O OF @ 4.00PF 415 415 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ 48.27' OF 15" HDPE 135 51.1&' OF 435 @ 1.00% 15" 435 @ 1.00% EXISTING GRADE 430 430 425 425 -PROPOSED GRADE 450 450 5 445 'MIN. [EXISTING GRADE � \ 8" WATER 1.6' LINE 141 440 63. \ 440 Is. °HOPE 139 @ 3.00/ 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24�' HDPE 435 �4 435 SANITARY PIPE 5 -51 430 430 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 i 425 3' MIN. \ 420 \ 420 STORM 125 IPE 201 177.91 F 123A 1 415 415 @ 0.500 24" HDPE @ 0.50% INSTALL STRUCTURE 126A PER 123 1410 SEDIMENT BASIN DETAIL WHEN 165.78' OF 410 SEDIMENT BASIN TRANSITIONS IN O DRY FOND, MODIFY STRUCTURE PER @ 1 00% FINAL GRADING PLA 121 19.66' OF 24" HDPE @ 1.00% 405 405 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 PROPOSED GRA E 435 435 EXIS ING GRADE 430 430 8" WA R 5 LINE 425 425 119 6j •43' OF 18^HDPE 420 @2.50% 420 415 415 455 455 PROPOSED GRA E 4' 450 EXIS ING 450 GRA E 239 445 18' 6' OF 445 PE @ 00 440 440 435 435 EXISTING GRADE 455 455 \ \ 3.5' \ PROPOSED GRADE 450 450 241 5'HDp �° 2.00% O 445 237 445 1 '�Hp E 2.00/ 440 440 435 435 L OO M �_ O O r L 2 Q O O �_ O (`7 ^ In Cl) `-' ~ _ 0 0 I� �_ U N O O� , N F _ _ Cl)H 1 O F _ _ O � O F- _ V v M M 00 (O Op (O O p N L6 �� O N V (O V (D 0 V � M r z 0 0 M O O N N CO 0 p N �� 0 0 (0 N ao V N V O V O r m0M V V m(0r (n V m000 m V M(O�°0 V m O M ON V N C,4mMOr N V m V 7� V �06r, �N MO} (o F (? p(fl= + 0 V F M+ OV lfJ V~ IV ❑NV + M V ~ N+ 7 Cl)M V~ _N + N V V �i VM 7 V~ 2+ O V V~ VM 7 V� ��vZ Z C]ra0 O�Vz_ O D�Vz O �vz 0 ❑�vz 0 o�az z 0 O�vZ 0 0 av i�oF(A Fp> > <> > NH9> O > Qa�a > > (L� Q > �» >> H-Z Z v)Fz z (nHz �> �IUP ) Z z zH-z �P Arc; \ 450 450 >15 �69 445 0 445 @4 DpF 3' IN PROPOSED 00% 83 113 63 GRADE 16" 1 @ Sy�A 00 440 ° 440 SANITARY PIPE 33-32A 171 75622 F \@ 6 Pip \ Oo 435 1 / 435 \ \ EXISTI G GRA 111g1S31q OF \ 600p 430 / / \ 430 i 92. S 09 1S"yOp R \ 8" WATER 4SO%F \ LINE 425 425 It 107 . \ 420 71.0 ' OF 1' 420 24" FIDPE @ 2.50% SANITARY PIPE 6A-6 415 415 9y� S 6110, oA_ 00.O ° 410 410 405 405 d M __0 N E O Cl) NO 00 o W 0rN V O di�00D O =+(fl0.��H v Z p - m +(rimer CD v p EW-1 for 27" or 30" Pipe _Z Z r100: aQa > > NQw> 0z > I STA11+15.29 �a)�z z z o z INV OUT 409.00 (101) A'An A'An 425 425 420 420 PROPO ED GRADE 415 415 EXISTING \ GRADE � 410 410 103 67.71' OF 101 30" HDPE 47.58' 0 \ @ 1.50% 36" HDPE @ 1.50% 405 405 400 400 395 395 m L N H v to o 0 04 m co V + M H CJ proms �O 04 a N m F Z 440 O m G M O II C3H N��N D It Cq N W M °0 eD co m^1, 0 N N V N +) pVj V V V F zzzo o�OZzzZ N v) - - - 440 PROPOSE GRADE 435 435 EXISTING GRADE 3' MIN. 430 11 430 2 425 57X6" OF " HDPE @ 2.00% 425 420 420 415 415 9+50 10+00 11+00 12+00 3+00 116 -STR 104 14+00 15+00 16+00 17+00 9+50 10+00 11+00 STR 104 -STR 100 12+00 9+50 11+50 STR STR 202A -STR 204 HORIZ SCALE: 1"=50' HORIZ SCALE: 1'1 HORIZ SCALE: 1'1 VERT SCALE: VI VERT SCALE: 1'1 VERT SCALE: 1'1 212: DI-313 6 ft Throat 216: DI-3B 6 ft Throat STA 10+87.17 234: 24" Basin - Circular Grate ¢ m STA 10+16.12 TOP 441.87 STA 10+56.94 f0 N N N 0 ¢^ N ¢ N O N 0 m N t (o N 0 (n r N t M M v TOP 442.76 w 0) N INV IN 435.20 (213) TOP 449.97 L M t N - 222: DI-213 6 ft Throat H• N - t N Co " H_ v N INV IN 438.17 (217) INV OUT 435.09 (211) INV IN444.71 235 ~ vm ~ vm x �m ~ C%jx v� �N ( ) x N ( a0 co (o `� STA 12+46.11 0 p m n c? CON 1I m CO 222: DI-213 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A INV OUT 436.72 (215) :•) o O V M N n 0 (o o (o N r` N N r V °D I� V � 0 M V V O + + + INV OUT 444.61 233 2 2: DI B ft Throat- N v 0 v o m � v TA 12 2 .17 - � M1 : DI B Throat 3 3 6 a TOP 445.35 m • M . c v . v S 6 STA 10 00.00 220: DI 3B 6 ft Throat STA 11 14.11 . coM 0 3 6 ft oat ( ) (n N 0 � � O r (ON � (00 °0 V V °D O V (O (n V N O V N O CO V m m N m _ v _ v Q � N V + V ' V - V V + - M Co+ - STA 11 43.81 I I 22 : DI B ft Throat v TOP 445.35 I STA 11 19.21 236: 24" Basin Circular Grate N N � 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 } I V F+ (n -It F ( ) + N V ~ i+ O V V F + (O V V N+ N V V V V l7 C] STA 10+00.00 TOP 448.73 p r v z p o � v z p INV IN 440.08 (227) STA 10+00.00 � O v z p o � v z ? p ao � v ? z � INV IN 440.06 (2236) INV IN 440.06 (2236) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 p � v z z p TOP 441.83 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 > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N C0 _ _ N U) H• _ _ INV OUT 447.30 (225) N (n F Z ? N CO F• ? - Z N m F - 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) 04 (n F• ? ? ? INV OUT 434.35 (209) EXISTING GRADE PROPOSED 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94 ' OF T� 15" HDPE23 @ 1.75% 86.87 OF 15" Ht 440 @ 2.0 pE % 229 440 231 18" HDP F 34.83' F 17.71' OF @ 2.00E 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE GRADE 8" WATER ATER LINE \ Li LI E TO FHA EXISTING 450 GRADE 450 MIN. IN. 1' 445 MIN. 25 O / / 445 2 OFIDPE SANITARY 15" [225 MIN. PIPE 43-42 @ 2 00% 223 y60 " 010F 15 NDpF 29.79' OF @ a0p% O 440 15" HDPE 440 ' @ 2.00% 40. 15^ OF DP @2. OE 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 30.71' OF 219 24" HDPE 83 p'OF 435 @ 1.00% 1' 0 435 IIIIN. 2, 0% SANITARY SANI TARY PIPE 41-9 PIP 42-41 430 430 0 50 PROFILE SCALE 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.35 INV 11433.23 (209) 445 \ INV 14 433.97 (209A 445 PROPOSED GRADE 3' MIN. 8. 44-1 EXISTING 440 WATER _ 8" WATER GRADE 440 217 1.2' 1 LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 12" HDPE 24" HDPE @ 2.00% @ 2.00% /kiff 20 2.04' 32. OF 108 430 SANITARY 24" HDPE 738 OF 430 PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 TH GLINT W. S F LET Lic. N . SIJd! 3/IS/2021 AL z O a V rn w 0 z U) W of w H Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN 1I z W U7 > LLJ w J_ a of LL 0 Z Jw m W Q a > LL O W Z p 0 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: VI L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1'1 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1'1 VERT SCALE: 1'1 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1'1 13+00 c6 m n O` ¢ m CD M L r N -E CD CD N NN 00 W 0) =7 N W� 208: DI-2B 6 ft Throat m C n co o CO Q N W S m N-N W r N W M N Co N � � STA 10+00.00 �)vzzp �C c) 04 00)) N TOP437.13 66 I o� a t9z--zo INV IN 430.96 (209B) 000 N ¢ > >> CD z z > >> > z z z z INV OUT 430.79 (207) U) z U)� aa5 I 4a5 440 440 EXISTING GRADE PROPOSED GRACE 435 \ 435 S MIN. \ 430 0 5.74' OF 2078 430 2 " 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 "=5 204: DI-213 6 ft Throat- STA 10+30.82 TOP 434.77 00, INV IN 428.82 (207B) INV IN 428.84 (205) Q o 202: MH-1 0 o S CLINT LET INV IN 428.32 (203) N � STA 11+30.81 TOP 420.10 F a to F a co INV OUT 428.22 (203A) N 0i INV IN 415.36 (203B) N W $ ro , I N SIJt3! co � v INV OUT 414.90 (201) m ° m m No DI-3B 6 ft Throat 416B: MH-1 3/ 18/ 2021 206: DI-3B 6 ft Throat = `+° ui N 420: DI-3B 6 ft Thrcat M a1 W m M c6 STA 11+08.81 STA 11+62.76 STA 10+00.00 .64 c Z 200: ES-1 for 24 inch Pipe STA 10+00.00 0 v Z � p Z TOP 458.06 TOP 456.80 • ops, �C�TOP 435.09 v ¢ a Oj STA 11+46.64 TOP 458.56 m ¢ a 6 ¢ a - O[416A: INV IN 451.01 (417A) INV IN 450.37 417E ti�NONAI ���,INV OUT 429.30 (205) N U)) OP z z INV OUT 413.95 (201) INV OUT 452.30 (419) v U) z z v U) OF z zINV OUT 450.91 (417B INV OUT 446.38 (415) �������' 4an 4an AM AM 435 435 8" WATER \ LINE 1' 430 430 205 30.82' OF 1 15" HDPE 425 1.50% 425 203A \ 30.42' OF SANITARY 24" HDPE PIPE 7-613 @ 2.00% L\ 420 420 ?0 Oe hO ° 415 415 L7IN. 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) 00 Ci O N "' n v W 0)� V C,500 CO m 7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,5 v F = O) � F STA 11+31.86 STA 10+00.00 p v z z 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 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 302: DI-3C 6 ft Throat STA 14+2753 300: ES-1 for 15 inch Pipe TOP 43177 STA 14+24.80 INV OUT 431.01 (301) INV OUT 430.91 (301) 4a5 AAR 440 440 PROP SED 435 F GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 465 465 EXISTING GFADE PROPOSED 460 GRADE 460 8" WATER LINE 8" WATER LSE 455 455 1' \ 419 450 3 .27' OF 417A \ 450 @ 1.00% MIN. 15" HD F 53.95OF @ 1.00E 15" HOPE 3' MIN. SANITARY @ 1.00% PI E 34-33A 445 417 445 43.16' OF 15" HDPE 7S„'6?'OP @ 1.00%S00 °F 0 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 E (7 402: MH-1 O STA 11+33.41 6 ¢ TOP 437.62 o tJ INV IN 431.31 (403A) CD INV IN 432.07 (405) 402: MH-1 .90 °? w W o `r? INV OUT 431.21 (401) STA 13+14.80 � rn m m W t <n TOP 437.62 °0 p�� a 0 m H- INV IN 431.31 (403A) c0 O 'Itm D N � co Z O 400: ES-1 for 18 inch Pipe STA 11+72.31 INV IN 432.07 (405) v¢a0> �¢a> INV OUT 431.21 (401) 't 0 F- Z v v) � z z INV OUT 430.91 (401) 455 45n 45n EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 HDPE 1 .58,OF 409 'MIN.\ 2.00% 1 "HDPE 3 •46'OF \ Cax 2.00% 15 'HDPE \ @ .00% 435 \ 435 r2 89, _ OF @3.50 HDP F 430 405 430 I0.0515" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 \ EXISTING 445 GRADE 445 440 PROPOSED \ 440 GRADE \ 3 \ 435 MIN. 435 03 430 106. 6' OF 403A 01 430 @ 0 DPE 70% 15" HDPE 38 9 18" OF HDPE @ 0.70% Ct@ p 77% 425 425 420 420 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 I 2 � m o LO 2 ui I � LO co CD o � 0) co co co V CD W? W W W O O N V W(q 0 0 0) N CO ch O W r CO V 0) � ()N M+ W M V C0^100� W H M+ � ONv m04w C07 ~ ��^� C� O V 00 V H- p�vz00 0 'tZ pIv0 p�vzzp 0H-0>> 'O¢a» �504:ES-1for24inchPipe STA11+32.03 o¢a> c6¢a»> ��Oz LOcnHz z LornP z INV OUT 479.00 (505) WU)Oz z z 4a5 lion 5nn 490 EXI [GR%DE 3TING 490 _ PROPOSED GRADE \ 485 1' \ 485 \ MIN. 509 12" WATER 19 58' OF LINE 2 " RCP 480 @ .000 507 480 51.8 ' OF 05 24" RCP 54. 7' OF ° 24" I @1. 0% DPE @100% 475 475 470 470 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 1 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE ^� E 0 0 U N 0 > E w v E i H- U a) 3 ¢ UM 0 LL 0 w0 `mom 0 W L M ¢� J U 00 Jo-u rn O- (nN . (� W 3:0'x = N N Fva00 EO1 N W M a� 0 x c� 0 x 0 w W x U z 0 K 0 0 r am O ce 0 z O a_ U U Lu W 0 z O U) w m w DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT 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 ,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 f'bV NLTH UF��� �CLINT W. 2: m S F LET s� Lic. N SIJd! �4[ ,n `r — 3/ 18/ 2021 ��m'�T COc�°Dr-co O0 (0 (O�M00 06 p7V mrO�uicM7 �7NNV COoo(Drnv ti�0ED 0;1AL co+ I 'tv O �+00 j ��c�o t V~ m Q NNN11111� co m m cy) p�v0 ��vZZO It It �v?ZD 2 0 ° ° �) as U, >>> -It m¢0_>» o > F V� M Ind Z ��� Z Z Z ��� Z Z ��Oz Z Z On1 m (0o (O 0 O m c! 475 475 m o 0 208B: DI-2B 6 ft Throat 0 �p M cOr M N m com u mpt07 mNNNM V MpN� STA10+35.52 ,.i c �+0i '+64'tH Oa�Z) TOP436.26 E pOVM Gov ai E v 0 v? _z O Q o O INV IN 430.08 (207) aH0> �HOz» Nco�z INV IN 430.08 (207A) �W 3 SOH? SOH—z z INV OUT 429.98( 07B) �v w 3 455 455 445 445 a 0 3 PROPOSEDp LL 0 wO `mr V omo z a Lu —ui O .. rn C7(A � a Lu w 30 =x cvn w oa �LL i ry z Fva� O U) w W 0 M TMIN.1" a� 00 vi O x c� O x p w w w 2 Q Q � z O in DATE 311812021 O } 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 • o 2 r r 0 50 t ~ r w PROFILE SCALE ~ 4 I- 170A: MH-1 co m CD o °Mo STA 11+25.46 W m o+ m � m + CD 0) F TOP 489.88 (i ► m m Q m ¢ p�v� O��Z O INV IN483.23(169A) `J L N L N t v mQ n�0>> NF0>Oj INV IN 483.00 (171A) LO � v �(nr? �rn�? ? INV OUT482.90(169) O w 210B: DI-3B 6 ft Throat CO o ry 224B: DI-2B 6 ft Throat m o N w LoI'll a? 500 00 m�vm STA10+32.00 m9av STA10+29.79 m�rnv �r�c'?It J m0m� C? CD V MCD r�� 7 + O F TOP 440.35 + r TOP 446.84 + rn + � � v 0 INV IN 433.23 (209) � � t 0 INV IN 442.37 (223) � � v 0 E5 It Z 0 o F 0 > INV IN 433.97 (209A) N F 0 > INV IN 440.98 (223A) N F 0 > i� O z > > % c�OH? INV OUT 433.13�209B) acnFZ INV OUT 440.88ff3B) vcnZ vOr—z? 450 4 0 455 4555 455 455 w/ z li w Q � > w a LL J_ Of OZ o Jw m W J a Q > LL O W z p O Lu U U7 I..L 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 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 I445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING GRADE -PROPOSED GRADE 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 06'OF 460 @ 2.00% 24. HDPE 1 53 460 % 2 HD F P 2�50 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 8' WATER 411 L NE 440 440 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 .5' t3'MIN. 440 411q O 47.12� 440 „HDPE @ 2.00% 435 435 430 430 440 440 EXISTING GRADE 435 435 PROPOSED GRADE 1' 8" WATER LINE 430 430 5.52' OF EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LINE 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