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HomeMy WebLinkAboutSUB201900174 Plan - Revision 2020-10-26TH I I I I I I I I I \ I� SCALE 1"=40' fO 40' 8O' -7//Z7- _\_\��_ ZZ ! l I D`�' 1 -_,______________________�q / �_ ��` ---- \\ --------------------- ------------ _ I I 1 I I ----------I----- - — _ _ _ \ I — — \ \ -- I / I 1 _ �__l_______________� — O a i I \ _-- �---------- 1 I 1 \ I 1 \ \ OLD L CH _ RG f80AD I------� - I 1 I I \ 1 1 a--------------�----�J-- - ` \ / 1 ---� - - ---- r - - - - E - - \ STAFF ROUTE 637\ \ \ - - ' - - \ _-__ �________________ 1_____�__________ __ \ \ \ \ \ \ _ = _ -----< - \ ' - _ DISTANCE RIGHT - 6 - —} _ i 2- 1 1 I\ 1 \ 1 +00 y \I +50\ \ \ \ \ SIGHT DISTANCE LEFT - 50 ' \ \ - \ \ \ _ _ _ _ _ SIGHT STA G 15' \ -�_ -8_ T 11+00� 11+5 \ 12�00 \ Q — ----- \ _ _ \ _ - \ + 1-8+�50 \19 �� 5� �i�- �'' 0 \ \ \ \ \ \ i-'-�-M'm� �i�-*L�s-���-�t��b- \ F2+`,ZO - --?+(i0< �- - \ \ _ _ — - - 17+50 \ 00 -�9�-�- - 20+ - - ���*��-yr-��-� ��= \ 14bon- y�0\ / ` \ _ 15+50 `M-�- 4g55� OH _ / P / ///♦ //, // / // // / / // / / // / / ' / �� , / , / / 11 1I0HP� / jpNPOhv- 500 510 510 HEIGHT OF OBJECT = 3.5' 505 505 500 — 500 SD - 615 495 I / 495 EIGHT OF / EYE=3.5' / I I / 490 / EXISTING 490 GRADE 485 � 485 PROPOSE GRADE i 480 / ' 480 / J C, 475 J 475 / EIGHT OF 470 OBJECT = 3.5' 470 / 465 / 465 / / 460 460 455 455 450 450 0 50 PROFILE SCALE CLINT W. S F LET Lic. N 4380 10/26/2020 4 M E 0 o N � N C > E w v E Q LL tj o 3 p U. w o m 0 W Q�L M _j Voo J00 — N .. rn C7W NV W M 30x oa =LL Ln = N =v F Q 00 Y � N W M a� � H am O ce E E H AL Z O a u CJ [n LU o �III-, III-, III-, O W W W W > u u u u 2 2 2 2 UUUU W W W W d d d d ti ti ti ti > > > > W W W W F 0 � �� [V [V Q �O ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I U) z J W > O W J O 2: LU U J W coZ W J LL > O C) O W/ " _ C) U) O O 2 ,O V 1 JOB NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21+00 22+00 SHEET NO. C5.03 \ I I\\ \ 1\ r\ \ 1 1 \ \ \ \ \ _ 1 1 lot 00 \ HICKORY STREET r=— — — — — \ \ \ \ \ \ \ \ \ \ \ 1— — — — — — — — — ' _ 280 I \ I I 1 \ \ \\ \ 'I I I\ \\ \ \ \\ \ \ \ \`n� r 1�11 1 I N I , I \ \\ \ \` /\ \ ` - �f \ IG4�( I /I � I s�, X �\•l�� I I \ \ \ \ ,\ \\ \ \ �`,� I•Ji III 11 I, N I\\ \ \\ \\\ � \ 7 � I 'I\� I I / '�1�� �P� ��6 \ N I I1 I \ � � �\' I I / ��• Q �Gj • G I \\ \ \ \ \\ \ ��/\I G I I NG' P�� II 1111111','I II I p I III�V,I \� �AG I� 4GP— 0 I 1 \ \ I I I I N \ I pppI \ \ \ c,�'• Q fir° �C•p\O/ � \ \ % u , �� _I N�0U I T� /lk ' co m Grimm / I \\� \N \\ \\\ \ \\ \\ \ 7 d. ( 4%ful T 1 �ANCRIGHt1 �50\= �S�C\b,10 5h \\� \\SAN c \ \ \ 1 SIGH Q 1 pe'�S� �--� —_ -- — --— —\ \ \\ \ \ \ I \ \ \ T' \\v 11 I 1 1 y,� / � � /� / � \� Y \ �\ 1\I � 1\ I I I I III \1 I I \ � � \\ � � � \ I� \'\ � ✓ \ \ \\ \\\ \\\ I \ I I I I a \\G�/ — — —' / 111, I'll \ 1,I ICI /UGTi \ \ ,/ / cl \ \\ `490/ 49 \\-- -- -- - ' /\ 1'II 1I'I PII 11I l\ /iUGTi�\ —^G�-\ I, I / SCALE 1'T30' \ I t / �IU I I I I II , �// \ \\ / 0� 30'// 60' / Iz%fil 505 505 r-HEIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-20' — — — / � 490 DROPOSED — 490 BADE \ \ \ SOQ HEIGHT OF \ \ OBJECT = 3.5' 485 8 485 480 480 EXISTING \ \ GRADE \ \ 475 \ 475 \ 470 470 465 465 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` Wr _ID'NAL 01 �'' M E 0 rn o N � N C > E w v E Q LL , 3 p LL 0 j L 'mo < Lu V o J —u M C7W NV W M 30�x oa =LL ti X N F a C s N 00 W M � H z O a u V O W W W W W o000 2 2 2 2 UUUU wwww dada wwww titititi » » wwww F rV rq a ��o DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J J I� I U) z J W > O ^ w L1 J O LU J U w m Z W LL > O C) O LU C) O O T� i O U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 _E HORIZON ROAD TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. C5.04 ( oo \\ __�'`id__ L ' �✓ i / / / / / / / / o �� ERA \ \ \\ \ \� \ r _ — 0o A'// /N( i' \ \ / / NWA •83 o /0 / / /'40' ' '80:/' \`� \`` \ ` _ - _ \- rs__�� _ 1 \ v\ \� �— \p \\` ��,4_14 • 415,. 4•16. `Y.i r oo0 _( 71 o¢-------0�r465430 o. o ° \ \ _ _ - dgOO _0 9 a 6 ° / i /'- _-- __ 435 -__ -435-- ---- -� _ l l l / // //////// / /// \\`�\ \ `�� ���\` ��� \ ��•`• ••-��� � _ /�' ,� ;-,, ���Bq�--�;\,�ro° `�---_� 440 / / / / / \ — - �4 0 415 418=419�AL�/ / 425r�/i --_-- - - --- 6T--- / / / / / / / / _ — _ • \.. , \, , .• �r �//,/[ \ � \ \ ` / / I I 1 / �Y / 1 I � 1 ..: � ` ` \ � \ ` � \ \ — � ry0 425 ' / � ' / _ _ _ — � 430 _ — — - ./' � � rGH� _ _ - _ � OR/Z\, \� '\• .. / �4�___M / �— _ \ \ �\\\ �\\ \\\\\_,` DIS q _ ON RO I t / i-- - - - - - � \ _- � / / / �' :;'{: •_:.- _ '--___ ---� 0 / / \_ �.d61T �`1\� /�/ r / / / - '.. --- •� � "'"' <:. ... ` \ / .'/: - ' _______-� .-�� �\ \ \ �\\ ' / :ram'' — _A�_ `�_ � 00 a'/ -- _ l rn I / __ ---� � � 'gyp �'^ •/ / ' _ \ ` JIB +0�_ •+� h \ \ •,.:.,:. ,. .. �•? 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ARS ARC, I aan aan 460 460 HEIGHT OF OBJECT = 3.5' 455 455 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR-2a� // 450 / 445 — — — PROPOSED 445 / \ GRADE \ / ado 440 /EXISTING \ / GRADE 435 435 430 430 425 425 ROFILE SCALE 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = 5,-\ OBJECT = 3.5' 445 445 SDL-3 ' TO ENE OF NEW HORIZON DRIVE _ 440 PMEIGHT OF EYE = 3.5' SD 440 / / PROPOSED GRADE 435 435 `EXISTI G / GRADE 430 430 / / 425 425 / 420 420 5 ROFILE SCAL 415 415 TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` '�,SlO'VAL( z O a c.l (n LU 11 ��U-1 �U-1 �U-1 O W W W W u u u u 2 2 2 2 UUUU W W W W dada W W W W ti ti ti ti > > > > W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J uJu I� U) zLU W L.L > O ^ w L1 J 0 LU J U w m Z W Q Q > O c O LU C 0 0 2 0 U) JOB NO. 40919 SHEET No. C5.05 9+50 10+00 11+00 12+00 O CARDINAL HILL LANE TOHORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+5W4+0ARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILECE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 o 439 'M:. . \ / I .:.1. \�•';J�<o _ i i / / / / / / ' l %%i,, // l 1 / i i / �' \ \ \ 9 1 1' I 1 1 1 1 \ :., \ l I I I o \ \ \ . \ \ \ 438 Ij / '::':'i.::::::. 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FS: / / / / 446 / / l \ X•::•460 / l /l / / / // / / //// // it / i I I I I 1\ \ 1 111 11 I �� I I \ \ q3s - '�'i' /ice / / �� ��J-� .✓� 9 // // / 2 / / // / // .. / / / 445 / / / / / / / / / � / / � I I I I \ \ \ \ \ 1 II III III I 1 4�•\ \ \ \� _ ___ __ -_' i �� i// � � � _ � � .�Vj'4.. // � ..h:h / / // � / .f.,...� f:, / �°.,/ / / / � / / / I I \ \ \ 1 I 1 1 1 1 \ 1 42 \ � � - _ - ' _ - � � � � � _ _ _ � 1 .." / ' . � / •/ V / .. ✓ :..P: h j,�';: M;•. ; / / / / 444, \\\ / 45a;;'::�:' / i / h� / •:[. :;}?r'b:D!:.Gh:'h�h�?O::). / / / /• p,A?; ".•�F / i / l / %, / / / l / / / I I I 1 \ \ \\ \ \ \ \ \\\ 1 111 1 42 \ \ � _ � i - _ _�'/ �/// �[ � _ � i' / J� <.... .,'/ .,y / // ho .. / ..7:.•.. ::.0••..p..,h:::.•g / / .../:.... / /SCALE"=40' I I I 1/1 I \ \ I I \ \\\\\ I 1 / J I I I 1 1 1 I \ \ I \ \ I � \ \ \ \\\�\\\\ \\\\\\ \ \ / /' \\� � ��✓ -- _ _ __ -_ __- -_-_-- / �\ / �� �� .^� � / / 455 / / / :. ; / / / l / �. / o/ 4' I I 160' l/ ^----_i i' i i -� i ✓ / / '.F.}.'':'• 1 ARS AM HEIGHT OF OBJECT - 3.5' 460 460 455 / / / / 455 28� / oR 450 PROPOSED 450 / RADE / HEIGHT OF EYE = 3.5 / / / / 445 445 HEIGHT OF OBJECT = 3.5' / 440 440 OR\ZONQFtN go\-" / 435 435 EXISTING \ / / GRADE \ / / 430 � 430 / 425 / 425 420 420 0 50 PROFILE SCALE ARO ARO 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 T O ENOOF EYE = 3.5' 465 OL '9 i'Vq,p�F< 460 460 \ PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N 43t0 10/ 2612020 \` M E 0 o N � N C > E v E w Q LL o 3 p LL w 0 m � V oMo Z o — n w O rn LL Nv a t'/1 U W v M z I-- B 30-Q V Vt j N LL W Ln i ry Z w o000 a-1 UUUU a a a a M O O O O O = W ti W ti W ti W ti 0 W W W W O O O N N F 0 w N N O Nk Q V�l�p�0 z O DATE in 1013, O DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN Lu V J J I� I ~ w Lu LL. > O ^ -i L1 J O L Lu U J Lum Z LuQ Q > O c) O Lu " _ C O O 2 O U) JOB NO. 40919 SHEET No. C5.06 9+50 10+00 11+00 1 FUTURE ROADT15+00 O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+50 10+00 11+00 12+00 ARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFIL HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 \ \ \ `\ \ \ \ \ \` GT \ � 1 1 \\ � \ \ �\ \ f' / \\ .:.` .. .vr• `\ \\ \ // // I I/—__----� \ `\ , /11/ 1 \ \ 1 \ \ \ \ / / / � / / / i — \ \ ` INI •I \ y —I— — \ 1 1 I 1 \ \ \ ` \ \ \ \ \ \ \ 2 / R3�— :• ':::::::. \ \ / 1 I I/ / / — _ _ _ _ \\ \ \ \\ \ \ • 1 LTH 1 • \ / . •: \ / / / \ ` \ ` r by OF '� GT i — _ — — _ _ \�\ \ \ \ \ \� � �� \ 1\ 11 \ 1 1 \ \\ 1 1 I \ � 1 1 1 I \ 1 \ \ \ \ cP � / / / / ^ \ \ \ d• .,' \ \ / / / � i /i //// / � — — _ \IC \ ` \ ►, i I \ \ 1 1 \ \ 1 � 1 �' I \ \ 1 I 1 1 1 1 1 \ \ \ \ \ \ \ \ \` \ / •':•::a.:. d / � � � \ \ ` ?�� ! � .'`. \ .:'.:•:it.. 'r / / / — �i _ _ �/ / — / / — — _ �_ `�_ ` \ ` �\ � \ i I 1 1 11 1 \ �\\\ fj�/ / / / \\ .•'\ \ \ .ems — —_ / �/ '_--_`\\ L� `\` .• LINT F LET >• l 1 l„�iL`t Lic N 13t� �4] N. O SCALE 1 "=40' E u S _ _ SCALE V=40' \\......... �.... v ..... r. 1 0 _ _ 40' _80' I \ \ \ \\ \ ' — /i / / // — — — —_ _ — — _ — \ ` ` e`e \ \ I �4 ..,...,---�. p .'.,--:.:'pu� ..'.'.' •'.'.:'. ' �pw.•.': •'.'.: '.' �: p�'d•.' \ \ \ \ � � � \ � i / // / _ _ _ _ _ � � \ � \ \ ` \ \ \ \` \ \ \ \ \ \ ¢ E E O y LL Lu I •_ \ ', \ \460 \\.. \ ..\.. // 441 \ \ /\ \ �� � � �,_ _ _ _ . \ \ \\\ \\\ � ¢LL�cJ oo z - _ r—r I—� = _----___ \ ` \ ` �>�N 442 \ . \ \ \ — j � \ \ \ \\\\ ` u, e„e ui O I I I 444 I \ \\ // — \\ \\ \ \ \\ C �\ LL 2v .. I ! / ^ \ \ \ �n \\ �^ ` \ \ `\ .•�.; \ \ I \I I I \ `\ \ \ \ \ / / I I q�5-444 y. — / _ _ _ _ \ ` \ \ \ \ \ \ ` f — u VLL W U)S vry z 2222 0 S \ R• G• ,.455-______ O wwww 448 I \ \ 456 45 4So5g' ` \ \ ��\`( 2 Rk\T 45_7 p�� - CARDINAL HILL LANE / / pps O`- - _- / / - - - - - - \ \ \ \ \ \ ` \ \ \ \ \ \\ \ \ \ \ _ _ \ S� ` ' / / / 456 — — — — / � �_ _ • f ' 4�. I 1 �` _ _ _ i — — — — — — — O)�� .�.p�'=bh� • ..'\�Jh , ` \ ` \ \ \ \ ` � \ o w Z Z Z Z I I — I r` .,..- ,:, •, ... ✓ ;:. !'' ': ' _ 445 � — — _ . co.:. v'`. ,` \ `\ \ \, O O O O CARDI AL HILL N W SG ,► _ // // / 456 448447 ::'•t:•` I 1 I — — —�a�°' ., v \ . .. ,�^� \ \ y U U U U s SIGHT DIStANC rs - / 2 0' 455 qy8" \ AS2, I I 1 1 I AR o — \ \ \ \ \ \ ` \' R5 ASO 1 O w w w w .. .. / _ p\p\p`Td' I I I I .1�i:."i:t I I I I I _ <^ \ \�\ \ x titititi 4 456 I \ co \ \ I kp 46L2\ \\ \ \ I 21 \ I I / / ` 6 \ I \ v �, c5e \ \ J 1 I I i .:1 .I I I 1 O 1 \ \ \�y� • :.% W W W W 44S \ \ \ \ 4$5 454 \ / R7 / O O 444 I I I � / / ' — � \ I \ ` \ — — \ 453 yI. / \ \ 4S —443 �441 I I I I I \\ `\ \— _ ` \\ _ .AS / \ I ;,y.}:: _ 452.. 3 \ \ I I I I 447 eD 0 > eV eV N O N. / y 0 bq wioIf 4 AM I'� i1 ��� �� I' - I - �, �� '` ,_m. Ili /%"' B�' 1 f„�►`,\ ��� D•• TE ML //f 1 `� ®, 11 `�' ;� \� : 10130119 ►�' " •: �\ie � �:���_ �/ _ � � � � _ � o �j / ` '8 � m III. �/i � � . i �' ���►..1�ie �.1�' DRAWN ggJ. FOX .��uw��.ay. ��"I�'� mw • rw�i mm ��,� (71 �,i I / ' C, 'Vj�� r \,� `` r, Owl DESIGNED BY r III CHECKED BY C. SHIFFLETT �� .. � . _ % ♦ ,,,,,r�, l � ��� tip�, • • • rl (W 470 465 465 470 470 V HEIGHT OF 465 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 123' 460 — 460 IGHT OF E i OBJECT=3.5' / / / 455 PROPOSED 455 2 GRADE sp 450 445 445 / EXISTING GRADE 440 440 10+00 11+00 12+00 13+00 14+00 15+00 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1'1 0 50 PROFILE SCALE r-HEIGHT OF OBJECT = 3.5' 460 460 \ 455 455 \SO\ HEIGHT OF — EYE=3.5' HEIGHT OF 450 OBJECT=3.5' 450 st* / \ / \ 445 i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' EIGHT OF 465 ' 1�• EYE = 3.5' 465 460 460 PROPOSED \ 3 R GRADE \ 2 HEIGHT OF \ \ OBJECT = 3.5' 455 \ 455 \ 450 450 \ EXISTING GRADE 445 445 440 440 Q J try 0 w ce z J W > O ^ w L1 J O L LU U J w coZ WJ aLL Q > O L0 I) O LU C) O O T � T 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE O HORIZ SCALE: 1'1 VERT SCALE: 1'1 HORIZ SCALE: 1'1 VERT SCALE: 1 "=5 5 5 V l JOB NO. 0 0 40919 0 501 0 50 SHEET NO. PROFILE SCALE PROFILE SCALE C5.07 L TH O\ / \ \ \ \\ \\ \ \\ \ \ \ \ \ --- - / ' / '// /// / ' ' / ' 4 / / // ////'IIl l `/ ' I \ \ \ \\\\ \ \\\\ \ ` /'` / / // //' 6/ / // / �lI I/ / / \\ \\ \\ \ \ \ \ \\a\P \ \ \\\ \ \\ I \\ \ \ \ \ l / 502 ° o ------o Io /o 107 144 \l /\\ ---- I \ \ d \ \ _ 'I'/_ /// 'H "_�/i�'"//i''"/ y///i//�/f'j i i/ / /�'//TO%///-j �////-/'/-///�/r/-//i% //,/ /'////i/;//-,'/ o 0/-9-// -/'"'//r,r//,i N/G //, R/�j�PIUWR/G / �' ROB/) / 1 II/'III/I j''-/I-II1I //I1\�♦ / // //l / /�l i"'lll/'/ ''/i/ ice///'//1� /. 6/ ../'d °/bN � �si o\ $TR-EAMBUFFERI T11 AEA - o GOOS%R//, �///�\ �o \o/ 267 '\o o0. \\ \ \\ \ \ \ W\ -_OA-_��K�\ p\\ ., ° _- - - --OUOfHBETE \ \S Y\CA DTH o RY 0000 0- _MO\RE rO -, '1Il' / am' -/ , -I - I // `/ ,'/ p,°/// t�.'j /� �p/'°I/// / /''/ \/'\\\// `\\/\//\/\\/ _?` :/-- I '�/// \ / I / �_/ � �/ // / / d•_.( -//- '1/,'\/ ///1/ - p_-/ / �//1 / /,' / '�/l9I// n/� /_\ . 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I IT I I I p 1 1 I ( , / / I I / / / / / /// Ir � /' ♦ - 1 / / / /,/ / //// //,/ ,7r 1 \ \ \ I I 0 I 1 1 / I I I l / I ' / / / I / / , / / / / \ \ / / ♦ O�1 / J / / / / // / ' ' / / / / / / i / /' \,pe '00/� , / / i-'/i/// \ \\l \\\ \o \ \ P A \ \\\i \ \�o\ \ \ FA \ \ \ `O ` \ \ \P\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 0.70 168 0.02 1 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 2061 0.12 0.75 136A 0.05 0.65 208 0.14 0.76 138 0.04 0.74 208A 0.19 1 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 0.13 0.74 226 0.12 0.76 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 1 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 / / /' /' / /' / / , / / \ 1 , / / / / / / / / ' \ I I I / 412 / / _ _ • / _000y " / /i / r/ /// // / / / / '/I/ i // / /// - \'low- .;�' -116 - \ ' O � _ \\ \ \\ � - / \ O \ \ / \ \\ \ \ \\ _ _ _ - Oor p \ \\ \\ \`\ _ _ _\ _ \\ _ _ _ "/// _-_Oiii//'/i '// //1 \ // // ZI Ir \top \Ir \\\\ -�-- \_ \ \ \\�\ \ of \ \\\� _� \ \` �` \� _--%/✓,.�i ///-=-.1l` of ol \O\ -- _ C Z \ \ _ - - EX SANMH - �\ \ ,\�\ _ _ \ lV,4T� 70T:2 Nh YY $E1yER SCALE 1 "=50' - --(PUATERTl6H-T)- \ . - _ `\ \ \\ \ e " -- _ `\ /\ TOP =398.1 \ \ y `\\� \----' -_;` �D.B\�91�4p.688_- _//�'/ /'// k L1.=391.8 o'� \\ \ \\\ \`---- / / \\ \� / 0 50' 100' L0.=391.7 O O000000lp `\- \ / \ o s�\\\ \\\\\`-- / -/i KEY PLAN CLINT W. S F LET Lic. N 4380 10/26/2020 AL z O a U oIf O W W W W W U U U U 2 2 2 2 UUUU W W W W d d d d W W W W In In In In > > > > W W W W DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' (W V Q J I --I J W �^' a LLJ I..L J 0 J m co W Q cl� O LL W z 0o3: U" 2 I..L 0 U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. 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I I 1 1' 1 1 I I 11 I I I I I 0, / I I 1 1 1 m \ \ I J o - I I 1 1 I I I I I 1 1 70 I I / ( \ I J \ \ \ I \ \ N - / / /%/ii'<< i _ - - -- -/ \ \ 1 11 I \ f 1 sr \ I \ \ \ \ I N 0 INSET a�--;---; 1 _- ----- - - - \ \ ` ` ` \ \ ` \ \ \ \ \ \ \ \ `� \ I \ \ \ \ co 17 I \ cso \ - / `� - c - - - - - - - -445- ���\ � � I I � I 148 600 168 15 1//1 -450,�'- / '♦ ����-m---lw,r♦ 150 --' 14 ♦♦♦ ♦♦♦ - - - AW // // /// /,// / W 164 _ \ \ 15 ♦♦♦ ♦ 154B ♦♦ 154 158 '�f 0 -0- - - - - -- -- \\ \\ \ \ \\ \ \ \ \ \ 4A 156 / \ \ \ \ \ ` '` _--- - - - '-- 502 ' \ // �, 4f �. \ \ - -1 r41 \`\\`\\\``\\ \ 1\\\ 1 1 1 I , I I I �/ 1 _�-----��� _' II 1 � , \ \\ \ \ \ \ 1�1 \\ \ \ 56 _- _ / ,' �r , / / ♦ � _�\ \\ �� _-J_' '"`�� - / �_� p, 144B �` _l_- l i�,/-----_-_- _ =E�-� __ �J\ ��� \ I� � 1 1 1 -'� � � / � 1' �/ \fir � ,-j\ \ �I \ \ \ 1 1 I ' I \-BEEC/Hr ' / / / I I I / + \ / ` \ \°� �.� -' _ ^---- 4/\ I 1 I 2 y=� I I _'k I / IIr7 11 \� \�'-�}- ./' I I \ -� __----_--_ I / 1 , II I I I' ,1 / �-.�[� �`-ate/ /./ -\\� L�-L�- 1 I 1 I 1 22 1 1 -1- IIIN l-/+�/\ \�-_-___'\`_ \/��� L��✓ T I I I! ' 11'"I�'_1II, �LZU/'/\` �_ 1 l\� / / I I 1��-_ -,\\�--V_-- ------ -W __/// /�'~�a _ - -\ t- l _ '� U-UGP j = _ - "�- =- \\�I�'♦� 136 \\\\\\ 1\ �I LI\ �\' -�'- 38 ---------�-'/'/ �� X� //l ///� ' 11rTE_RNUTIANE 1. 4695 ---- -�- -- owl- \ \ \ \ \ \\ \ \ \ I\ \I` \S�AN -UG--- ESAN \v�K- 14 � wo \ 4- � \ l \j-- J /1 \ \ 4 -/�IIxII I Ii fSYCAMORE - Ill 1 \ \ \ \y\ \ y 7 \ �--`'! �` -- -- \ '`- �•�� \\ \\'�� ��I' /\ `\ \ I .� ♦ \ `� � � I � - - - / I >. \ \ - ' <o INLET AREA C INLET AREA C IN AREA C 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 - 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 UG�UGP� �� / r / 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 MAPLE - / I \\\- U-G � 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�- 143G / C _ _ / UST / f ( /�� \ \ \ 1 \ -_ _ / - - -' ` - \ / 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 � - - - _ _ _ _ / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 1 / / / / ,r 1 / v 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 230 I� T 1 I r / / / /� / 1 1 / / / / / /� \ 1 , , / / - / - moo. \ \ \ - - - I / I 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 //' / / / I / - \ -- -' Fqw/� t / ' ' �/ / / ` / 7 _ - ' . - - - ' _ _ �/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 'ft / �r �' i40 i y_ / ' ' ` - - - -_ ^ ` 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 PON'32 / / \ \\�4I _ \ / 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 - - \ \ \ \ I 1 I *�I �\ _ `� / _ _ ' / ' -� \ \ \ \ \ \ - _ \ \ / _ i _ _� _ _ ' - ; 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 \ ®\ - t` 3 c , I UGP - _ / M \ \ - �, _ ' ' / ' . ' / \ \ \ ` ` - - \ _ _ _ _ �/ 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 `� -� - /_ T �/ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 232 \ I +y�i' I / y _ _ I - \ \ - �'� - _ / ' ! \ \ \ \ \ - - _ ' ' / ' '� _ - - - F I 144E 0.12 0.72 212 0.03 0.78 416 0.08 0.50 'y'D / / / / , _ _ \ \ \ \ \ \ \ , " / / - - � 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 I ' 0000, 1 _ `^ 1 f '' - _ 0.07 0.74 216 0.14 0.79 418 0.09 0.68 I \ \ \_ o \ ---- I �1I 1 1 1 c 1 C\� \ \ \ _\ - - \ ` \ - / ' / / _ ; _ ' _ ` \ \ \ \ \ \ \ \ ` _ / - 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 00 \/��_ \ \I \ \ 1 1 I 1 / / \ \ - - - / / ' '' '' i _ _ �i 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 j I \ hhh ` \ r \'/ ' / // / . ' _ ' %% / / 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 1 - -_- -_- -- '-_ 154A 0.08 0.73 224 0.06 0.60 508 0.08 0.77\ 23 1546 0.0.71 224A 0.0.0 1.0.41 156 0.11 0.73 224B 1 0.26 0.57 600 2.35 0.25LJ / / _ _ � � J• / /, `- , / / - ` \ > � - ' ' i / ' \ \ \ \ \ \ \ � - ' / '/ % / % '/ /_ � ' _ / ' / / / / / 158 0.13 0.74 226 0.12 0.76 jz // /ice \ \y\ _ -- _- If ` ' - - - =-_'/ SCALE 1"=50' %i//'`//l// _ i,. \ j� 0 50' 100 24 O l / // // /i/ /�- i -%/ l/ �// /�%�_' //�/�� /�/i///�///�/ //// /N I I KEY PLAN TH CLINT W. Sjj Ff LET Lic. N . 4380 10/ 2612020 \` ti;Sl0'VAL� M E 0 rn o N � N C > E w v E w w um Q t'3 p LL O w 0 m 0 Lu L M ¢�_j U00 -i -u M 00 0Lu N V W M 30x oa =LL ti _ N xv >� 00 F a Y � N W M � H z O a u U UI Lu 11 ��U-1 �U-1 �U-1 O W W W W w 0000 U U U U 2 2 2 2 UUUU W W W W d d d d W W W W ti ti ti ti > > > > W W W W F N , 0 � � ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' JOB NO. 40919 SHEET NO. C6.04 L 11 mmm�mmmmomom��mm�m�mmmm®mmmmmmmm��m� mmm�mmmmomom��mm�m�mmmm�mmmmmmmm��m� ®�o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� m�o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®o®o®®gym®gym ,, ,,, ®mmmm®mm®®mm��m� ��m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� ��m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom®®®m®mo ,,, ®�mmmmmmm®mm��m� ®mm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmm®omom®mm®� , ,,, om mmmmmmmmmmm��m mmm�mmm0000mmmmmmmmmmmmmmmmmmmmm��mms m�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� ��o�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomomm�mm�m�mmmm®mmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� ®�m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�m®mmmmmmmmmmmmmmmmmmmmmmmmmm��m� ®�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� ®�m�®m�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmo®om®�mmmm® ,,, mmmm��mommmm��m� m�m�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomomm�mm®m�mmmmmmmmmmmmm��m� ��o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmom0mm�mmmm�mmmmmm®mmmmmm��m� mmm�mmm®ommm®�®®®m®m®mm®mmmm®®mm��m� ��m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��®m�m�mmmmmmmmmmmmm��m� RDIRE PR JEGT Sou[ oftllagel DESIGNER: CG DATE l0/ZS/g RMM PROJECT Sou hmcftllagel DESIGNER w DATE 10HMEM0 RMM PROJECT Soo hmoftllagel DESIGNER w DATE 10/1G2020 CHMKM: MITSM USH CS N1T53 ISH CIECI('D CS MnISH 60,4#4 "'Alb pLTH 00 0000 oil Mill CLINT W. A. u S F LET >� Lic. N 13t� r 10/26/2020 gs�0'VAL �.•. NqN M E 0 0 u N � N 0 > E w ai E Fm w w 3 Q LL � 3 p LL — w ¢-3 VG'O Z a -ui O C7 Lu v� 30'x U) w i 0 ry Z �> 1O O w w w w ~ cm LU 0000 a 00 UUUU aaaa = C] C] Q Q o WWWW » » 0 W W W W 0 O O N w rV rV N O a c11D �M'o Z 0 DATE 10130119 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A W Q U) z z o w �; Q aw J 0 <LLJ J LJ a U LL LU o w J z z Q — 0 W u 06 LL w C a 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C6.05 0 mmm�mmm®omomm�mm�mmm®mm®mmmmmmmm��m� mmm�mmmm®mom�mmm�mmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®®m0m®m®m�mmm®mmmmmmmm®mm��m� �mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®o®m®®mmm�mmm®mmmmmm®®®mm��m� ��o�mm®mmmmmmmmmmmmmmmmmmmmmmmmm��m� ®�m�mm®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmo®om��mm�mmm®mmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm®mmmmmmmmmmmmmmm��m� ®�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®ommm®mmmmmmm®mmmmmmmmmmm��m� ®�®�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®ommm®m®®®mmm®mmmmmmmm®mm��m� ®maw®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®mmmmmmmmmmmmmmmmmmmmmmmmmm��m� ®mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� ��m�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm.®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omom®gym®�m�m®mmmmmmmm®mm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmom0mm�®m®mmmmmmmm®m®m®mm��m� �m®�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmo�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom®�mm�m�mmmmmmmmmmmmm��m� 0 mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�m®�mmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�mmmmmmmm®mmmmmmmmmmmomm®mmm®��m mmm�m®mmmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�mmmmomommmmmmmmmmmmmmmmmmmmm��m mmm�mmmoo0ommmmmmmmmmmmmmmmmmmmm��mm� mmm�mmmmmmmmmmmmmmmmmmmm®mmmmmmm�®mom ��m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmo®ommmmmmmmmmmmmmmmmmmmm��mm• mmm�mmm0®oommmmmmmmmmmmmmmmmmmmm��mm� mmm�mmmmmmm®®mmmmmmmmmmmamm®mmmm��m® mmm�mmmm®m0mmmmmmmmmmmmmmmmmmmmm��mm• mmm�mmm0o00mmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmm®mm®mmmm�®m® ��m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmom0m®mmm�mmm®mmmmmmmmmmm��m� mmm�mmm0000mmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmmmm®®mm®mmmmmmmm©mm®mmmm�mm mmm�mmmmomom��mm�mmmmmmmm®mmmmmm��m� �mm�m®�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omom��mm®mmmmmmmmmmmmmmm��m� ®�m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omomm�mm�mmmmmmmmmmmmmmm��m� �mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� �mm�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��■� mmm�mmmmomom®�mmmmmm®mmmmmmmmmmm�� mmm�mmmmmmmm®mmmmmmmmmmmomm®m®m® mmm�mmmmomom®®mmmmom®mmmmmmmmmmm mmm�mmm0oaommmmmmmmmmmmmmmmmmmmm' mmm�mmmmmmmm®mmmmmmmmmmm®mm®mmmm L LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY�2 PROJECT: Southwood Redevelopment-VillageI LOCATION: COUNTY: Charlottesville LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG Checked: CS TH Designed by: CG Checked by: UNITS ENGLISH PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" A. (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL ItHr (8) RUNOFF INVERT ELEVATION LENGTH of Pipe FL r (12) SLOPE FL/R. r (13) SIZE (Dia. Or Span/18se) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope FL/Ft. NORMAL PLOW FLOW TIME INCRIN CCUMU MENT -LATED RHMARX:S Minutes Minutes (17) (17) (18) INCRH-ACCUM MENT r (5) ULATED (6) Lateral CPS TotalQ CFS (9) UPPER END (10) LOWER END (11) Depthof F:hit Ft. Area of Flow, Av SgFt Hot Ft. Vv Ft/Sec (16) Hv Ft. REFERENCE (1) SPA. REFERENCE (2) SPA 101 102 100 0.00 0.0 0.40 624 4.74 34.62 7L49 409.56 409.00 37.07 0.01511 36 Circular 1 88.82 0.01020 2.04 5.12 0.88 13.98 5.07 0.04 628 103 104 102 0.0 0.00 0.40 6.12 6.20 0.00 36.87 410.71 409A66 8072 0.01301 30 Circular 1 50.68 000720 L58 3.27 0.71 1126 3.55 0.12 624 105 106 104 0.06 0.73 O.N 0.40 606 6.21 0.00 36.87 420.74 418.30 6096 0.04003 30 Circular 1 88.W 000720 L12 2.14 058 1727 5_75 0.06 6.12 107 108 106 0.05 0,70 OD4 0.36 598 6.24 0.00 36.60 422.80 42L02 7L00 0.025071 30 Circular 1 70.36 O00700 L28 2.53 063 IU17 4-53 0-08 6.06 109 110 108 0.03 0.74 0.02 0.32 5_80 6.29 0.0 2.06 432.21 428.05 92.51 0.04497 15 Circular 1 14.84 OD0090 031 0.24 OAS 8.51 L41 OAS 598 ill 112 110 0.18 0.77 0.14 0.30 5.44 6.40 0.00 1.91 44L66 432.31 186.89 0.05003 15 Crcular 1 15.65 000080 0.30 0.22 0.17 8.65 146 0.36 5.80 113 114 112 0.08 0.70 006 0.15 521 6.47 0.00 1.00 415.92 41L76 92.44 0.04500 15 Crcoar 1 14.85 0.00020 0.22 0.15 OA3 6.90 OS6 0.22 5.44 115 116 114 0.13 0,75 0.10 1 0.10 5.00 6.54 ODD 0,62 449.M 446.02 76.55 0.04494 15 Circular 1 14.84 0.000101 OA7 0.10 oAl 5.98 0.73 0.21 521 119 120 108 0.00 0.00 1 0.0 5.00 0.0 34.62 424A3 422.90 61 A3 0.02491 24 Circular 1 38.68 0.02080 1.48 2.49 0.60 13.92 4.49 0.07 5.07 121A 104A 104 0.00 0.00 0.00 5.OD 0.00 0.00 34.54 41L06 410.81 25A9 0.00981 30 Circular 1 44.01 000630 L67 3.48 0.73 9.93 3.20 0.04 5.04 121B 122 104A 0.00 0.00 ODD 5b(i 0.00 3&07 413.20 413A0 9.96 0.01004 30 Circular 1 44.52 0.00680 L71 3.57 0.73 10.10 3.29 0.02 5.02 127 128 126 0.00 0.00 4.10 8.83 4.22 ODD 2K03 417A6 416.20 15S8 0.06008 30 Circular 1 108.92 0.00280 D.78 1.31 0.41 17.60 5.59 0.02 8.84 129 130 128 0.00 0.0 4.10 898 5.52 0. 0 2K03 428.11 424.71 56.67 0.06000 30 Circular 1 108.84 0.00280 0.78 1.31 0.4l 17.59 5.59 0.05 8.83 131 132 '13 0 0.10 0.76 0.07 4.10 893 5.53 0.00 2K03 436.84 436.36 31 S3 0.01503 30 Circular 1 54.48 000280 L13 2.17 0.59 10.63 2.89 0.05 8.78 133 134 '132 0.28 0.56 0.16 0.16 500 6.54 0.00 1.01 43791 43727 3L78 0.02014 15 Circular 1 9.93 000020 027 0.20 OA6 5.21 0.69 0A0 5.10 135 -36 136A 0.09 0,71 0.06 3.84 8.52 5.58 ODD 2L63 43896 43797 MAI 0.01498 30 Circular 1 54.39 O00250 L10 2.07 057 HA5 2.79 0-11 8.63 135A 136A '132 0.05 0.65 0.03 3.88 8.63 4.25 0. 0 21.76 43Z87 436S4 62.28 0.01493 30 Circular 1 54.30 0.00250 L10 2.08 0.57 10.45 2.80 OA0 8.73 137 138 136 0.04 0.74 0.03 1.56 5.30 6.45 0.00 10.20 439.32 439.06 34A6 0.00761 24 Circular 1 21.38 0.00180 0.97 1.52 0.49 6.73 1.68 0.09 538 139 140 138 0.75 0.41 0.31 1.53 5.10 6.51 0.00 9.99 410.02 439.42 79A3 0.00755 24 CrcWar 1 21.30 OA0170 0S6 1.50 OA9 6.67 I6M 0.20 5.30 141 142 140 2.87 0,43 1.22 122 S00 6.54 0.00 7.W 442.32 44040 63.87 0.03006 15 Circular 1 12.13 0.01360 0.74 0.76 035 10.56 2A7 0A0 5.10 143 144 136 0.09 0.77 0.07 2.04 8.06 5.69 0.0 1L81 RK49 ROSI 171.99 0.01500 24 Circular 1 30.02 000240 0.87 1.32 OA6 8.98 2A3 0.32 838 143A 144A 144B 0.13 0.72 0.09 0.09 5.00 5.04 0.00 0.46 44KM 443.31 3290 0.01009 15 Circular 1 7.03 0.00000 0.22 0.14 0.13 3.23 0.38 0.17 5.17 143B 144B 136 0.13 0.72 0.09 2.22 838 4.30 0.00 12.59 4lo.sl 439.64 78A5 0.01497 24 Circular 1 29.99 000270 0.90 1.38 047 9.13 220 OA4 8.52 145 146 144 0.19 0,78 0.15 0.15 S00 6.54 ODD 0.95 44893 44797 3Z79 0.02011 15 Circular 1 9.92 O00020 026 0.19 OA6 5.11 0.67 OA2 5.12 147 148 144 0.07 0.74 0.05 1.83 7.77 595 0.00 10.60 444.88 RK59 128.94 0.01000 24 Circular 1 24.51 0.00190 OS2 1.41 OA7 7.52 1.80 0.29 8.06 149 150 148 0.17 066 0.11 1.77 7.59 5.80 0.00 10.29 454.32 452.38 101.95 0.01903 24 Circular 1 33.81 000180 0.76 1.09 0.41 9.44 2A4 0.18 7.77 151 152 150 0.13 0.74 0.10 0.10 5b(i 6.54 0.00 0.M 454.82 454.42 40.05 0.00999 15 Circular 1 7.00 0.00010 0.25 0.18 OA5 3.55 0A5 OA9 5.19 153 154C 150 0.00 0.00 1.45 7.18 4.53 0.00 8.38 46LM 46033 4525 0.02497 18 Circular 1 17.98 O00570 0.72 0.84 037 10.00 227 008 726 153A 154A 154B 0.08 0.74 0.06 0.06 5.00 5.04 0.0 0.31 460A2 460.04 37.79 0.01006 15 Circular 1 7.02 0.00000 OAS 0.11 OAl 2.87 0.31 0.22 522 153B 154B 150 0.08 0.71 0.06 1.57 726 4.52 0.00 8.91 458.87 455A3 187.03 0.02000 24 Circular 1 34.66 0.00140 0.69 0.96 0.38 9.24 2.02 0.34 7.59 153C 154 154C 0.11 0.72 0.08 1.37 709 4.55 0.00 8.03 46299 46L56 5T06 0.02506 18 Circular 1 18.01 000520 0.70 0.81 036 9.90 222 0A0 7.18 155 156 154 0.11 0,72 0.08 0.08 S00 6.54 0.00 0.50 46385 46309 3Z80 0.02011 15 Circular 1 9.92 O00010 OA9 0.12 OA2 4.24 0A7 OA5 5.15 157 158 154 0.13 0.74 0.10 1.22 6.82 6.0 0.0 7.34 470.22 466.38 153.79 0.02497 18 Circular 1 17.98 0.00430 0.67 0.76 0.35 9.66 2A2 0.27 7.09 159 160 158 0.14 0.74 0.10 0.10 5bl) 6.54 0.00 0.65 47K03 472.66 3799 0.00979 15 Circular 1 6.92 0.00010 0.26 0.18 0.16 3.55 046 0.18 5.18 161 162A 158 0.00 0.00 1.02 6.65 4.65 0.00 6.17 475.61 47K87 VAL 0.01997 18 CrcWar 1 16.08 0.00310 064 0.73 0.34 8.50 1.77 OA7 6.82 161A 162 162A 0.08 0,74 0.06 1.02 6.47 4.69 0.00 6.17 478.84 476.97 93.31 0.020N 18 Circular 1 16.11 0.00310 0.64 0.73 0.34 8.51 1.77 OAS 6.65 163 164 162 0.10 0.77 0.07 0.07 5.00 6.54 0.0 0.48 482.19 48L79 37.74 0.01060 15 Circular 1 721 0.00000 0.22 0.14 OA3 3.33 0.39 OA9 5.19 165 166 162 0.02 0.75 0.02 0.89 6.15 6.19 0.00 5.55 480.25 479.04 120.61 0.01003 18 Circular 1 11.40 0.00250 0.74 0.87 0.37 6.41 1.38 0.31 6.47 167 168 166 0.02 0.77 0.01 0.88 604 6.22 0.00 5.45 480.77 48035 42.31 0.00993 18 Circular 1 11.34 0.00240 0T3 0.86 037 6.36 136 0A1 6.15 169 170A 168 0.00 0.00 0.28 5.50 4.92 ODD 1,65 482.37 480.87 149.53 0.01003 18 Circular 1 11.40 0.00020 0.39 0.36 0.23 4.60 0.71 0.54 6.04 169A 170 170A 0.16 0.65 0.11 0.28 5.16 5.00 0.00 1.65 483.41 482.47 94.12 0.00999 18 Circular 1 11.37 0.0020 0.39 0.36 0.23 4.59 0.71 0.34 5.50 171 172 170 0.24 O]2 OA7 OA7 5.00 6.54 0.00 L12 483.90 483.51 39.35 OA0991 15 Circular 1 6.97 0.00030 0.34 0.27 0.20 4A7 0.61 0.16 5.16 201 202 200 0.00 0.00 295 6.60 4.66 0.00 16.96 418.37 414.00 87.47 0A49% 24 Cr°ilar 1 54.78 0.00500 0.76 1.10 0.41 15.37 4.43 0.10 6.69 203 204 202A 0.07 0.72 0.05 2.70 6.45 6.10 0.00 16.65 428.58 427.38 60.11 0.01996 24 Circular 1 34.62 0.00480 0.98 1.53 0.49 10.91 2.83 0.09 6.54 203A 202A 202 0.07 0.73 0.05 295 6.54 6.08 0.00 16.96 427.28 426.55 36.60 0.01995 24 Circular 1 34.62 0.050D 0." 1.55 0.50 10.96 2.86 0.06 6.60 205 206 204 0.13 O]4 009 0.09 5.00 6.54 0.00 0.61 429.13 428.68 2999 O.D1511 15 Circular 1 8.60 0.00010 0.23 0.15 0.14 4.05 0.48 0.12 5.12 207 208 208B 0.14 096 oAl 2.37 626 6.16 000 14-92 431.21 430.13 53.99 002000 24 Circular 1 34.66 0.00390 0.92 1.41 0.47 10.62 2.67 0.09 634 207A 208A 208B 0.19 0.69 0.13 0.13 5.00 5.04 0.00 0.67 430.84 430.13 29.71 0.02390 15 Circular 1 10.82 0.01 0.21 0.14 0.13 4.90 0.58 0.10 5.10 207E 208B 204 0.06 0.76 0.05 2.56 6.34 4.71 0.00 15.77 430.03 428.68 67.67 0.01995 24 Circular 1 34.62 0.0430 0.95 1.47 0.48 10.76 295 0.11 6.45 209 210 210B 0.09 D]0 006 2.24 6.03 6.22 0.00 14.15 434.35 433.24 55.42 OA2003 24 Orator 1 34.69 0.00350 0.89 1.35 0.46 HAS 2.59 0.09 6.12 209A 210A 210B 0.06 0.44 0.03 0.03 5.00 5.04 0.00 0.14 434.29 433.97 32.00 0.01000 15 Circular 1 7.00 0.00000 0.12 0.06 0.08 2.25 0.20 0.24 524 209B 210B 208 0.03 0.77 0.02 2.27 6.12 4.77 0.00 14.26 433.14 431.38 88.24 0.01995 24 Crcular 1 34.62 0.00350 0.89 1.36 0.46 10.49 2.60 0.14 626 211 212 210 0.03 0.78 0.03 2.18 598 6.24 0.00 13.77 435.09 434.45 32.04 0.01998 24 Circular 1 34.64 0.00330 0.88 1.33 0.46 10.40 2.56 0.05 6.03 213 214 212 0.06 O]3 0.w 2A6 5.91 6.26 0.00 13.62 436.01 435.20 40.45 002002 24 Circular 1 34.69 0.00320 0.87 1.31 0.46 10.37 2.54 0.07 5.99 215 216 214 0.12 096 0.09 OAS 5.04 6.53 0.00 L19 436.72 436.11 30.60 0A1993 15 Circular 1 9.88 0.00030 0.29 0.22 OA7 5.44 0.75 0.09 5.14 217 218 216 0.20 0.47 0.09 0.09 5.00 6.54 0.00 0.61 438.90 438.17 16.12 0.04529 12 Circular 1 8.21 0.00030 0.18 0.10 0.11 6.13 0.77 0.04 5.04 219 220 214 0.07 0.79 0.06 1.93 5.79 6.29 0.00 12.20 438.40 436.32 83.40 0.02494 24 Circular 1 38.70 0.0260 0.77 1.12 0.42 1092 2.62 0.13 591 221 222 220 0.05 O]2 0.w 1.88 5.72 6.31 000 11.85 338.80 338.50 30.71 OA(977 24 Circular 1 2422 0.00240 0.99 1.55 0.50 7.67 1.90 0.07 5.79 223 224 224B 0.06 )AI 0.04 0.53 5.43 4S3 0.00 2S6 445.31 442.37 98.00 0.03000 15 Circular 1 12.12 0.00190 0.42 0.36 0.24 8.16 1.45 0.20 5.63 223A 224A 224B 0.17 0.74 0.13 0.13 5.00 5.04 0.00 0.65 441.28 440.98 29.79 0.01007 15 Circular 1 7.02 0.00010 0.26 0.18 0.15 3.57 0.45 0.14 5.14 223B 224B 222 0.26 0.57 0.15 0.81 5.63 4.88 0.00 3.95 440.88 440.06 40.95 0.02002 15 Circular 1 9.90 0.0330 0.55 0.52 0.29 7.62 1.45 0.09 5.72 225 226 224 0.12 O]6 009 0.09 5.00 6.54 000 0.58 H7.26 446.66 2999 O.D2014 15 Circular 1 9.93 0.00010 0.21 0.13 0.13 4A3 0.51 0.11 5.11 225A 226A 224 0.20 0A8 OA4 0.23 5.11 6.51 0.00 L47 446.56 445.41 57.42 0.02003 15 Circular 1 9.90 0.00050 0.33 0.25 0.19 5.79 0.85 0.17 528 227 228 222 0.06 0.77 0.04 1.03 5.45 6.40 0.00 6.68 440.78 440.08 34.83 0.02010 18 Circular 1 16.13 0.00360 0.67 0.77 0.35 8.70 1.85 0.07 5.52 229 230 228 0.18 0.58 0.10 0.98 5.36 6.43 0.00 6.40 441.86 440.86 49.76 0.02010 18 Circular 1 16.13 0.0330 0.66 0.74 0.34 8.60 1.81 0.10 5.45 231 232 230 0.27 0.81 022 0.88 5.32 6A4 000 5.73 H2.77 442A2 17.71 0.01976 18 Circular 1 16.00 0.OD260 0.62 0.69 0.33 8.30 1.69 0.04 5.36 233 234 232 0.24 039 0.09 066 5.13 6.50 000 431 444.61 442.87 86.87 002003 18 Crcular 1 16.11 0.00150 0.53 0.56 0.29 792 1.46 0.19 532 235 236 234 1.22 0.47 0.57 0.57 5.00 6.54 0.00 3.72 445.71 444.71 56.94 0.01756 15 Circular 1 9.27 0.00290 0.55 0.52 0.29 7.14 1.34 0.13 5.13 237 238 232 0.00 0.00 0.27 525 4.98 0.00 1.43 446.72 445.45 63.29 0.02007 15 Circular 1 9.91 0.0040 0.32 0.25 0.19 595 0.84 0.18 5.43 239 240 238 0.10 0.66 0.07 0.07 5.00 6.54 0.00 OA4 447.20 446.82 18.56 O.D2047 15 Circular 1 10.01 0.00000 0.18 0.11 0.11 4409 0.44 0.08 5.09 241 242 238 0.28 0.74 0.21 0.21 5.00 6.54 0.00 L34 450.75 449.09 83.05 0.01999 15 Circular 1 9.89 0.00040 0.31 0.24 0.18 5.63 0.80 0.25 525 301 302 300 0.45 0.81 0.36 0.36 5.00 6.54 0.00 2.36 431.01 430.91 9.50 0.01053 15 Circular 1 7.18 0.00120 0.49 0.45 0.27 5.24 0.92 0.03 5.03 401 402 400 0.00 0.00 1.09 627 4.73 0.00 5.65 431.21 430.91 38.92 0.00771 18 Circular 1 9.99 0.00260 0.81 0.97 0.39 5.83 1.34 0.11 6.38 403 404 404A 0.60 D.69 0Al OAl 5.00 6.54 0.00 2.71 432.35 431.60 106A6 000703 15 Circular 1 5.87 0.00160 0.60 0.59 0.30 4,69 0.94 0.38 5.39 403A 404A 402 0.15 0.56 0.08 0.50 538 4S5 0.00 K12 431.50 431.31 26.75 0A0710 15 Circular 1 5SO 0.00210 0.65 0.64 0.32 4.87 1.02 0.09 5.47 405 406 402 0.21 0.63 0.13 0.59 635 6.16 0.00 3.69 43237 432.07 10.05 0.02985 15 Circular 1 12.09 0.00290 0.47 0.43 0.26 8.65 1.M 0.02 627 407 408 406 0.11 0.58 0.06 0.46 591 6.26 0.00 2.88 438.52 432.47 172.89 0.03499 15 Circular 1 13.09 0.0180 0.40 0.34 0.22 8.55 1.53 0.34 625 409 410 408 0.00 000 0A0 5.92 6.28 0.00 2A9 439.72 438.95 38.46 0.02002 15 Circular 1 9.90 0.0130 0.43 0.37 0.24 6.72 1.13 0.10 5.91 411 412 410 0.14 0.55 0.08 0.21 524 6A7 0.00 L38 440.95 439.82 56.58 0A1997 15 Circular 1 9.99 0.00040 0.32 0.24 0.19 5.68 0.82 0.17 5.40 411A 412A 412 0.11 0.76 0.08 0.08 5.00 5.04 0.00 0.41 442.54 441.40 56.83 0.02006 15 Circular 1 9.91 0.0D000 0.17 0.10 0.11 3.98 0.42 0.24 524 413 414 412 0.08 0.71 0.06 0.06 5.00 6.54 0.00 0.36 441.79 441.05 36.82 0.02010 15 Circular 1 9.92 0.00000 0.16 0.09 0.10 3.83 0.39 0.16 5.16 415 416B 410 0.00 000 0.18 5.71 4.86 0.00 1.11 446.38 444.00 47.62 OD4998 15 Circular 1 15.65 0.00030 0.23 0.15 0.14 7.37 1.07 0.11 5.82 417 418 416 0.0E 0A8 0.06 OA3 5.17 6A9 0.00 0.87 451.91 451.48 43.16 0A0996 15 Circular 1 6S8 0.00020 0.30 0.23 0.18 K89 0.53 0.19 536 417A 416 416A 0.07 0.530.044 0.17 5.36 4.95 0.00 1.07 451.38 451.06 32.38 00D988 151 Circular 6.96 0.00020 0.33 0.26 0.19 4.10 059 0.13 5.49 417E 416A 416B 0.01 0.69 0.01 0.18 5.50 4.92 0.00 1.11 450.96 450.42 53.95 0.01001 15 Circular 1 7.00 0.00030 0.34 0.27 0.20 4.17 0.61 0.22 5.71 419 420 418 0.11 0.65 0.07 0.07 5.00 6.54 0.00 0.45 452.35 452.01 33.58 O.D1013 15 Circular 1 T04 0.00000 0.22 0.14 0.13 K24 0.38 0.17 5.17 505 506 504 0.03 0.71 0.02 0.28 5.12 5.01 0.00 9.64 482.07 481.81 12.56 0A2070 24 Circular 1 32.55 0.00190 0.75 1.07 0.41 9.02 2.01 0.02 5.15 507 508 506 0.40 064 0.26 0.26 5.04 5.03 0.00 9.52 483.21 482.29 45.98 0.02001 24 Circular 1 32.00 0.00180 0.75 1.07 0.41 8.88 1.97 0.09 5.12 509 510 508 0.00 0.00 0.00 5.00 0.00 0.00 8.23 483.70 483.31 19.58 0.01992 24 Circular 1 31.93 0.00140 0.69 0.97 0.38 8.52 1.82 0.04 5.04 601 600 168 2.35 0.25 0.59 0.59 1 5.00 1 6.54 1 000 3.83 482.21 480.96 62.63 1 ObI9961 24 Circular 1 1 34.62 0.00030 0.45 0.53 0.27 T26 1.27 0.14 5.14 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA, INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DIA, PPE Do (h/mn) DESIGN DISCH, Do (CFS/CMS) LENGTH PPE Lc (HIM) FRICTION SLOPE, Sfo (FT/Fr) (WM) FRICTION LOSS Hf (HUM) JUNCTION LOSS SURFACE FLOW Atli. Ht 1.3 Ht (FU I) Inlet Shaping? YIN 0.5 Ht FINAL H (RAQ Inlet Water Surface Elevation Top of NIH Top of MetAdjustment? Bay. APPROX. Conn. No Vi VR2g Hi (Expn) 0.35RMX. (VQ/29) SKEW Angle K Saw H Sum HL (RM Vo (RUM (RN) (FLU) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) 1 (14) (15) (16) (16) (17) (18) (19) 100 409.000 102 409.000 3.00 411.400 36 71.489 37.07 0.01023 0.379 13.975 0.758 11.262 1.969 0.689 0.0 0.00 0.000 1.447 0.000 1.447 YES 0.724 1.103 412.503 415.000 O.K. 104 409.660 2.50 412.503 30 36.869 80.72 0.00720 0.581 11.262 0.492 17.265 4.629 1.620 0.0 0.00 0.000 2.112 0.000 2.112 YES 1.056 1.637 414.140 423.720 O.K. 104A 410.810 2.50 414,140 30 34.541 25.49 0,00632 0,161 9.926 0.382 10,100 1,584 0.554 0.0 0.00 0.000 0.937 0.000 0.937 YES 0.468 0.629 414.770 433,060 O.K. 122 413.100 2.50 415.100 30 36.070 9.96 0.00689 0.069 10.100 0.396 0.000 0.000 0.000 0.0 0.00 0.000 0.396 0.000 0.396 YES 0.198 0.267 415.367 419.520 O.K. IDS 418.300 2.50 420.300 30 36.869 60.96 0.00720 0.439 17.265 1.157 14.474 3.253 1.139 0.0 0.00 0.000 2.296 0.273 2.296 YES 1.148 1.587 421.887 432.440 O.K. 108 421.020 2.50 423.020 30 36.596 71.00 0.00709 0.503 14.474 0.813 13.924 3.011 1.054 0.0 0.00 0.000 1.867 0.237 1.867 YES 0.933 1.437 424.457 432.850 O.K. 110 428.050 1.25 429.050 15 2.057 92.51 0.00090 0.084 8.505 0.281 8.646 1.161 0.406 0.0 0.00 0.000 0.687 0.145 0.687 YES 0.344 0.427 432.524 437.000 O.K. 112 432.310 1.25 433.310 15 1.912 186.89 0,00078 0,146 8,646 0.290 6.897 0.739 0.259 0.0 0.00 0.000 0.549 0.909 0.713 YES 0.357 0.503 441.955 466.680 O.K. 114 441.760 1.25 442.760 15 1.003 92.44 0.00021 0.020 6.897 0.185 5.982 0.556 0.194 0.0 0.00 0.000 0.379 0.382 0.493 YES 0.246 0.266 446.140 450.970 O.K. 116 446.020 1.25 447.020 15 0.621 76.55 0.00008 0.006 5.982 0.139 0.000 0.000 0.000 0.0 0.00 0.000 0.139 0.621 0.181 YES 0.090 0.097 449.634 454.520 O.K. 120 422.900 2.00 424.500 24 34.620 61.43 0.02086 1.281 13.924 0.753 0.000 0.000 0.000 0.0 0.00 0.000 0.753 0.000 0.753 YES 0.376 1.658 426.158 432.910 O.K. 126 416.200 128 416.200 2.50 418.200 30 23.030 15.98 0.00281 0.045 17.599 1.202 17.590 4.804 1.682 0.0 0.00 0.000 2.884 0.000 2.884 YES 1.442 1.487 419.687 430.210 O.K. 130 424.710 2.50 426.710 30 23.030 56.67 0.00281 0.159 17.590 1.201 10.632 1.755 0.614 0.0 0.00 0.000 1.815 0.000 1.815 YES 0.908 1.067 428.891 444.190 O.K. 132 436.360 2.50 438.360 30 23.030 31.93 0.00281 0.090 1 10.632 0.439 10.451 1.696 0.594 0.0 0.00 0.000 1.032 0.409 1.032 YES 0.516 0.606 438.966 443.200 O.K. 134 437.270 1.25 438.968 15 1.014 31.78 0.00022 0.007 5.208 0.105 0.000 0.000 0.000 0.0 0.00 0.000 0.105 1.014 0.137 YES 0.068 0.075 439.041 443.560 O.K. 136A 436.940 2.50 438.966 30 21.764 62.28 0.00251 0,156 10.451 0.424 10.446 1.694 0.593 0.0 0.00 0.000 1.017 0.132 1.017 YES 0.509 0.665 439.631 445.040 O.K. 136 437.970 2.50 1 439.970 30 21.632 66.11 0.00248 0.164 10.446 0.424 9.128 1.294 0.453 0.0 0.00 0.000 0.876 0.335 0.876 YES 0.438 0.602 440.572 446.990 O.K. 144 440.910 2.00 442.510 24 1 11.814 171.99 0.00243 0.418 8.983 0.313 7.518 0.878 0.307 0.0 0.00 0.000 0.620 0.392 0.620 YES 0.310 0.728 444.362 454.080 O.K. 148 443.590 2.00 445.190 24 10.597 128.94 0.00195 0.252 7.518 0.219 9.443 1.385 0.485 0.0 0.00 0.000 0.704 0.311 0.704 YES 0.352 0.604 445.799 458.830 O.K. 150 452.380 2.00 453.980 24 10.286 101.95 0.00184 0.188 9.443 0.346 9.997 1.552 0.543 0.0 0.00 0.000 0.889 0.638 0.889 YES 0.445 0.632 455.077 460.860 O.K. 154C 1 460.330 1.50 461.530 18 8.380 45.25 0.00567 0.257 9.997 0.388 9.902 1.523 0.533 0.0 0.00 0.000 0.921 0.000 0.921 YES 0.460 0.717 462.247 468.240 O.K. 154 461.560 1.50 462.760 18 8.031 57.06 0.00521 0.297 9.902 0.381 9.658 1.448 0.507 0.0 0.00 0.000 0.888 0.346 0.888 YES 0.444 0.741 463.692 470.850 O.K. 158 466.380 1.50 467.580 18 7.335 153.79 0.00434 0.668 9.658 0.362 8.497 1.121 0.392 0.0 0.00 0.000 0.754 0.570 0.754 YES 0.377 1.045 470.887 478.640 O.K. 162A 473.870 1.50 475.070 18 6.165 87.11 0.00307 0.267 8.497 0.280 8.509 1.124 0.393 0.0 0.00 0.000 0.674 0.000 0.674 YES 0.337 0.604 476.254 483.300 O.K. 162 476.970 1.50 478.170 18 6.165 93.31 0.00307 0.286 8.509 0.281 6.406 0.637 0.223 0.0 0.00 0.000 0.504 0.276 0.504 YES 0.252 0.538 479.484 487.740 O.K. 166 479.040 1.50 480.240 18 5.546 120.61 1 0.00248 0.299 6.406 0.159 6.355 0.627 0.219 0.0 0.00 0.000 0.379 0.093 0.379 YES 0.189 0.489 480.988 491.970 O.K. 168 480.350 1.50 481.550 18 5.453 42.31 0.00240 0.102 6.355 0.157 7.260 0.818 0.286 0.0 0.00 0.000 0.443 0.081 0.443 YES 0.222 0.323 481.873 491.640 O.K. 170A 480.870 1.50 482.070 18 1.654 149.53 0.00022 0.033 4.597 0.082 4.590 0.327 0.115 0.0 0.00 0.000 0.197 0.000 0.197 YES 0.098 0.131 482.756 498.880 O.K. 170 482.470 1.50 483.670 18 1.654 94.12 0.00022 0.021 4.590 0.082 4.165 1 0.269 0.094 0.0 0.00 0.000 0.176 0.535 0.229 YES 0.114 0.135 483.805 488.420 O.K. 172 483.510 1.25 484.510 15 1 1.119 39.35 0.00027 0.011 4.165 0.D67 0.000 0.000 0.000 0.0 0.00 0.000 0.067 1.119 1 0.088 YES 0.044 0.054 484.564 488.930 O.K. 138 439.060 2.00 440.660 24 10.198 1 34.16 0.00181 0.D62 6,725 0.176 6.671 0.691 0.242 0.0 0.00 0.000 0.417 0.206 0.417 YES 0.209 0.271 440.931 447.9W O.K. 140 439.420 2.00 441,020 24 9.992 79.43 0.00174 0.138 6.671 0.173 10.558 1.731 0.606 0.0 0.DO 0.000 0.779 1.998 0.779 YES 0.389 0.527 1411.547 445.030 O.K. 142 440.400 1.25 441.547 15 7.994 63.87 0.01364 0.871 10.558 0.433 0.DDO 0.DD0 0.000 0.0 0.DO 0.DDO 0.433 7.994 0.563 YES 0.281 1.153 443.060 449.240 O.K. 144B 439.640 2.00 441.240 24 12.592 78.15 0.00276 0.216 9.128 0.323 3.234 0.162 0.057 0.0 0.00 0.000 0.380 0.387 0.380 YES 0.190 0,406 441.714 449.230 O.K. 144A 443.310 1.25 444.310 15 0.459 32.70 0.000D4 0.001 3.234 0.041 0.DDO 0.000 0.000 0.0 0.00 0.000 0.041 0.459 0.053 YES 0.026 0.028 1 444.338 449.610 O.K. 146 447.970 1.25 448.970 15 0.949 1 37.79 0.00019 0.007 5.107 0.101 0.000 0.D00 0.000 0.0 0.00 0.DDO 0.101 0.949 0.132 YES 0.066 0.073 449.043 454.560 O.K. 152 454.420 1.25 455.420 15 0.635 40.05 0.00009 0.003 3.547 0.049 0.DDO 0.000 0.000 0.0 0.00 0.000 0.049 0.635 0.063 YES 0.032 0.035 455.455 461.950 O.K. 154E 455.130 2.00 456.730 24 8.913 187.03 0.00138 0.259 9.243 0.332 2.873 0.126 0.045 0.0 0.00 0.000 0.377 0.257 0.377 YES 0.188 0.447 459.562 466.030 O.K. 154A 460.040 1.25 461.D40 15 0.308 37.79 0.00002 0,001 2.873 0.032 0.000 0.000 0.000 1 0.0 0.00 0.000 0.032 0.308 0.042 1 YES 0.021 0.022 461.062 466.510 O.K. 156 463.090 1.25 464.090 15 0.504 37.80 0.00005 0.002 4.238 0.070 0.000 0.000 0.000 0.0 0.00 0.000 0.070 0.504 0.091 YES 0.045 0.047 464.137 471.430 O.K. 160 472.660 1.25 473.660 15 0.654 37.79 0.00009 0.003 3.551 0.049 0.000 0.000 0.000 0.0 0.00 0.000 0.049 0.654 0.064 YES 0.032 0.035 473.695 479.120 O.K. 164 481.790 1.25 482.790t24 0.478 37.74 0.00005 0.002 3.330 0.043 0.000 0.000 0.000 0.0 0.00 0.000 0.043 0.478 0.056 YES 0.028 0.030 482.820 488.210 O.K. 600 480.960 2.00 482.5603.834 62.63 0.00026 0.016 7.260 0.205 0.000 0.000 0.000 0.0 0.00 0.000 0.205 3.834 0.266 YES 0,133 0.149 482.709 1 487.290 1 O.K. LD-347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year INVERT DEPTH OUTLET DN. RESIGN LENGTH FRICTION FRICTION JUNCTION LOSS Atlj. Ht Inlet Inlet Top o1 W Contr. Hi (Expo) SKEW Bend Sum NLET STA. 0. OF FLOW WATER PPE DBCH. PPE SLOPE, Sfo LOSS SURFACE 13 Shaping? 05 FINAL Water Top of Inlet Adjustment' OR OUTFLOW OUTFLOW SURFACE Do Qo Lo (FULT) Hi Vo Ho V. V,R2g 035TMX. Angle K H HL FLOW Ht Ht H Surtace Bev. XNCTON PPE PPE RW (h/mm) (CFS/CMS) (HIM) (WM) (FUN) (FUND (VQ2g) (FUND (FVMD (HUM YIN (FVM) (FtrU) Bevaton AFPROX. 202A 428.550 2.00 428.150 24 16.96d 36.60 0.00501 0.183 10.983 0.467 10.913 1.Bd9 0.647 D.0 D.OD 0.000 1.114 0.310 1.114 YES 0.557 0.740 428.890 433.060 O.K. 204 427.380 2.00 428.980 24 16.654 60.11 0.00483 0.290 10.913 0.462 10.762 1.798 0.629 0.0 0.00 0.000 1.092 0.317 1.092 YES 0.546 0.836 429.816 436.610 O.K. 206 428.680 1.25 1429.816 1 15 0.608 29.79 0.00008 0.002 4.050 0,064 0.000 0.000 0.000 0.0 0.00 0.000 0.064 1 0.608 1 0.083 YES 1 0.041 0.044 1 429.860 435.090 O.K. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: 210 1 1 433.240 1 2.D0 1434.840 1 24 1 14.147 155.42 1 0.DO348 1 0.193 1 10.479 1 0.426 1 10.397 1 1.679 1 0.587 1 0.0 1 0.00 1 0.000 1 1.014 1 0.373 1 1.014 1 YES 1 0.507 1 0.700 1435.540 1 441.830 1 O.K. 212 434.450 2.00 436.050 24 13.774 32.D4 0.00330 0.106 10.397 0.420 10.372 1.670 0.585 0.0 0.00 0.000 1.004 0.156 1.004 YES 0.502 0.608 436.658 441.870 O.K. 214 435.200 2.00 436.800 24 13.618 40.45 0.00323 0.131 10.372 0.418 10.916 1.850 0.648 0.0 0.00 0.000 1.065 0.275 1.065 YES 0.533 0.663 437.463 442.430 O.K. 220 436.320 2.DO 437.920 24 12.204 83.40 0.DO259 0.216 10.916 0.463 7.668 0.913 0.320 0.0 0.00 0.ODO 0.782 0.359 0.782 YES 0.391 0.607 439.172 445.620 O.K. NLET OR JUNCTION STA. INVERT EL. OUTFLOW PPE DEPTH OF FLOW OUTFLOW RFE OUTLET WATER SURFACE 8_EV. DA PPE Do (nhnm) DESIGN DECH. On (CFS/CMS) LENGTH PIPE L. (Ft/M) FRICTON SLOPE, Sfo (FT/FT) (MIN) FRICTION LOSS Hf JUNCTION LOSS SURFACE FLOW Atlj. Ht 13Shaping? Ht (HIM) Inlet YIN 0.5 Ht (FUND) FINAL H (FVM) Inlet Water Surface Elevator Top of Mill Top of Inlet Bev. APPROX. Adjustment? Vo HContr. o (Full VP2/2g Hi (Expo) 03YMAX. (VQ/2g) SKEW Angle K Bend H (HIM) Sum HL (FVN) Vi (FUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 300 430.910 302 430.910 1 1.25 1 431.910 i 15 i 2.355 1 14.12 i 0.00118 0.017 5.128 0.102 0.0DO 0.000 0.000 0.0 0.00 0.000 0.102 1 2.355 0.133 1 YES 1 0.066 1 0.083 431.993 432.740 O.K. 238 445.450 1.25 448.450 15 1.434 83.29 0.00044 0.028 5.753 0.128 5.833 0.493 0.172 0.0 0.00 0.000 0.301 0.000 0.301 YES 0.150 0.178 447.041 453.460 O.K. 242 449.090 1.25 450.090 15 1.341 83.05 0.00038 0.032 5.633 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 YES 0.080 0.112 451.061 456.900 O.K. 218 1 1 436.110 1.25 1 437.463 15 1 1.189 1 30.60 1 0.00030 0.009 1 5.436 0.115 1 6.126 1 0.583 0.204 1 0.0 1 0.00 0.000 1 0.319 1 0.581 0.414 1 YES 1 0.207 1 0.216 437.680 1 442.760 O.K. 218 438.170 1.00 438.970 12 0.608 16.12 0.00026 0.004 6.128 0.146 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.608 0.190 YES 0.095 0.099 439.084 443.900 O.K. 224B 440.D60 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.158 1.033 0.362 0.0 0.00 0.000 0.587 0.718 0.587 YES 0.293 0.430 441.490 446.840 O.K. 224 442.370 1.25 443.370 15 2.961 98.00 0.00187 0.183 8.158 0.258 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0.220 0.404 445.731 450.600 O.K. 226 446.660 1.25 447.660 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 0.099 YES 0.049 0.052 447.712 453.320 O.K. 234 442.870 1.50 444.070 18 4.314 86.87 0.00150 0.131 7.722 0.231 7.140 0.792 0.277 0.0 0.00 0.000 0.509 0.598 0.509 YES 0.254 0.385 445.140 449.650 O.K. 236 444.710 1.25 445.710 15 3.716 56.94 0.00295 0.168 7.140 0.198 0.000 0.000 0.000 0.0 0.00 0.000 0.198 1 3.716 0.257 YES 0.129 1 0.296 446.260 450.140 O.K. CLINT W. S F LET r Lic. N 43t0 10/26/2020 M E O O U N � N 0 > E w v E LU Q M. O 3 pU. - wO `mom 0 LU L M Q�_J U00 W J -N M O LU N V (0 W W � Q ) X I LL � Q v _ N N =v>� F Q 0 N � M d � O W Io H IL O ce l�J AL F FN rN rN Q ��,O 0 \ it ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A W l< J uJu 1\J I 0 z 0 CW > Q G^ L J I..L _J 0 z J L 1 a U 0 w J Z 7 Q O W U 06 LU Q L L 0 0 T� i 0 U) L 1 240 1 1 446.820 1 1.25 1 447.820 1 15 1 0.438 1 18.56 1 0.000041 0.001 1 4.092 1 0.065 1 0.000 1 0.000 1 0.000 1 0.0 1 0.00 1 0.000 1 0.065 1 0.438 1 0.085 1 YES 1 0.042 1 0.043 1 447.863 1 451.490 1 O.K. I 226A 1 1445.410 I 1.25 1446.410 1 15 1 1.473 157.42 1 0.00046 1 0.027 1 5.792 1 0.130 1 0.000 1 0.000 I 0.000 1 0.0 1 0.00 1 0.000 1 0.130 1 0.891 1 0.169 1 YES 1 0.085 1 0.111 1446.886 1 452.830 1 O.K. JOB NO. 40919 SHEET NO. C6.06 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 Strldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 It 452.86 ft 121.9 It 7.88% 0 0 ft _ Hwi - ------------- DEPRESSION "n" Bed _________________________________________ __ ___________ 0 in. 0.013 Stream Bed ""__________________ _____________ Elo= H Tll'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 FLOW PEI 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 Mamongs MATERIAL SHAPE Size(in) N cfs cfs It ft ft It It 8 ft 8 It ft fps ft n Concrete Circruar 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 1 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 1.96 0.08 454.82 1 0.30 1.24 1.37 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 It 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 456.53 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. LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT SouthwoddRedewopment-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 I 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 ft 19.58 ft 1.99% 0 ° 484.87 ft It _ ______Q________________________________________________ Hwi - --------------- DEPRESSION "n" Bed ____ ------------�_-_ 0 in. 0.013 Stream Bed. ------_____ _____________ Elo= Shldr. Elev. Rt.- IF H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 ft 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 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 0.20 0A0 1 484.87 1 485.03 1 8.00 Broken Back Culvert TAILWATER DATA: TAH.WATERRESULTS: ROADWAYDATA: ROADWAY OVERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular I'll, 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Streaz force PSI Roadway Widh, ft 10 Discharge Overtopping Discharge cfs cfs Overtopping Elevation It Bottom Width, ft Side Slope Lt: (HAV) Side Slope Rt: (HAV) Channel Slope, ft/ft 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 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 OR HWi/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 HIM IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: CS INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Go (CFS/CMS) LENGTH PIPE Lo (Ft/M) FRICTION SLOPE, Sfo (FT/FT) (KNM) FRICTION LOSS HI (FVM) JUNCTON LOSS SURFACE FLOW Adj. Hit 1.3 Hit (FUM) Inlet Shaping? YIN 0.5 Fit (Ft/M) FINAL H (FVM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Comr. Ho (FVM) Vi Vi'2/2g Hi (Expn) 0.35'MAX. (V02g) SKEW Angle K Bend H (FVM) Sum HE (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 400 430.910 402 430.910 1.50 432.110 18 5.650 38.92 0.00258 0.100 5.828 0.132 8.653 1.163 0.407 0.0 0.00 0.000 0.539 0.000 0.539 YES 0.269 0.370 432.480 437.620 O.K. 406 432.070 1.25 433.070 15 3.689 10.05 0.00290 0.029 8.653 0.291 8.554 1.136 0.398 0.0 0.00 0.000 0.688 0.813 0.895 YES 0.447 0.477 433.547 436.910 O.K. 408 432.470 1.25 433.547 15 2.876 172.89 0.00177 0.305 8.554 0.284 6.717 0.701 0.245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.265 0.570 438.918 445.650 O.K. 410 438.950 1.25 439.950 15 2.488 38.46 0.00132 0.051 6.717 0.175 7.371 0.844 0.295 0.0 0.00 0.000 1 0.470 0.000 0.470 YES 0.235 0.286 440.236 448.380 O.K. 416B 444.000 1.25 445.000 15 1.110 47.62 0.00026 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 0.153 0.165 446.605 456.800 O.K. 416A 450.420 1.25 451.420 15 1.110 53.95 0.00026 0.014 4.171 0.068 4.103 0.261 0.091 0.0 0.00 0.000 0.159 0.044 0.159 YES 0.080 0.094 451.514 458.060 O.K. 416 451.060 125 452.060 15 1.066 32.38 0.00024 0.008 4.103 0.065 3.886 0.234 0.082 0.0 0.00 0.000 0.147 0.193 0.147 YES 0.074 0.082 452.142 458.020 O.K. 418 451.480 125 452.480 15 0.873 43.16 0.00016 0.007 3.886 0.059 3.238 0.163 0.057 0.0 0.00 0.000 0.116 0.415 0.150 YES 0.075 0.082 452.562 458.710 O.K. 420 452.010 1.25 453.010 15 0.458 33.58 0.00004 0.002 3.238 0.041 0.000 0.000 0.000 0.0 0.00 0.000 0.041 0.458 0.053 YES 0.026 0.028 453.038 458.430 O.K. 404A 431.310 1.25 432.480 15 3.118 26.75 0.00208 0.056 4.873 0.092 4.686 0.341 0.119 0.0 0.00 0.000 0.212 0.410 0.212 YES 0.106 0.161 432.641 437.240 O.K. 404 431.600 125 432.641 15 2.708 106.66 0.00157 0.167 4.686 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 0.222 432.946 436.490 O.K. 412 439.820 1.25 440.820 15 1.384 56.58 0.00041 0.023 5.684 0.125 3.976 0.245 0.086 0.0 0.00 0.000 0.211 0.504 0.275 YES 0.137 0.161 441.266 445.970 O.K. 414 441.050 1.25 442.050 15 0.360 36.82 1 0.00003 0.001 1 3.833 0.057 1 0.000 0.000 0.000 0.0 0.00 1 0.000 1 0.057 0.360 0.074 YES 0.037 0.038 442.088 446.170 O.K. 412A 441.40 11.25 442.400 15 0.408 56.83 0.00004 0.002 3.976 0.06 00.000 0.000 0.000 0.0 0.00 0.000 0.061 0.408 0.080 YES 1 0.040 1 0.042 442.713 1 450.56040.K. TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` M E 0 0 U N � N 0 > E w ai E w w 3 U. 03 p U. 0 wO `mom O W L M ¢�_J U00 W J -N M � o Lu ry v z W W � 30'x to LL to _ N x >� F ¢ . c Uri °� N W M O W m H M O x 0 0 F 0 w w_ x Q z O M 0 0 Y z O a_ U U LU LU 0 V) U) U) U) 0 U U U U 2 2 2 2 U U U U W W W W d d d d O O O O W W W W UJ UJ UJ W W W W W 0 0 N ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W J uJ I� L� I U) z z LU / O Q 0< U J m � L1J aLL U 0 O � LU Q O W LU O J U 0 0 0 T� i 0 U) L JOB NO. 40919 SHEET NO. C6.07 f� V NLTH UF���.�, � CLINT W.�'�2: co m 2 m cc m m m co Q co m LO cc to f0 -_� U LID F o n v n v F N M F V N v rn Gd� S F LET > rn ... m �- �- 00 ._.... � (0 �. �. N O `� N rn Lic. N 13t� 4; rn � rn n n 168: DI-26 6 ft Throat rn v rn � M x rn v rn � n rn n m � o rn n o moo corn onaoomo OnN� C-i �°o? CONSTA10+37.79 166:DI-366ftThroat convoy cZ 0� 0000 orvo� °n° moo' � co�vmco OON� co�v°° ° c0u? ncno co 0/26/2020 m[I- nvM v �M°DN v nn0) v v� n n o� ncoai N v 00c0 c+i v �` • M mM M mM m N7 m nrn 7 M(O V m CD N V m m m0 chp0aooj c�o��j ��ornovF TOP STA10+37.79 N+rvvF m+aoF N+nvvF =+ch�F c�+°°vvF m�oiF N+�vvF c�°'ovvF O Oo 0,00� 0°0 O �+ on O one O n O s/ v0 o�vz p �aZ p INVIN480.87(169) TOP491.97 p�vz _z p p�vp p�vz z_ p vz p o0vz z_ p o�vp o� tz z_ p 0"az_ _z p ti0N0I1AL ���� a> o¢a» oaa INVIN480.96(601) INVIN480.35(167) MHO»> �HO> �� MHO» MHO»> ��O> 66 0>>> O»> ������� rvFiLID �? �0F� ? �ai0? ? INVOUT480.77(167) INVOUT480.25(165) �mFz z z co On �(1) z z '(0 z �(J) z z �mFz �NFz z z �mFz z z 500 500 495 495 485 485 m E 0 0 rn u N � N 0 > E w ai E �: w w 3 Q LL o 3 p LL 0 wO `Lu mn V 0000 Z o —u O .. rn ULu rvv o w v 30'x cva rn w Q v 0 i 0 ry Z > O O w w w w F 0 rn WIN wM � 0000 ct 00 H > > > > UUUU 0 0 0 0 ev aaai O O O O O W W W W = ti ti ti ti > > > > W W W W 101010101 0 0 0 F 0 O O O N w N N N O w F Lu \\�� a "k— e z O in DATE 10130119 0 } DRAWN BY J. FOX 9+50 10+00 11+00 12+00 13+00 14+00 15+00 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. SHIFFLEIT 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. SHIFFLE7T SCALE AS SHOWN � 1�1 1 t t °' m o LID0 LO o rn 2 r, w cLi o co c�i - V Z, _ N F N F W F rn 00 (O 00 L0 coo corn M °4 V_ N m N Cl O °D 150: DI-3B 6 ft Throat o w a0 v rn n v r m °o to ,n O O n m °p N t 7 O V O M V rn O rn M (O N mono corM�O Ln m m� w oorno STA10+40.05 °N� v m ao v w mLn o terry �n7 �°ON 7 °0 V m N 7 OOM n v M rnM ch0 NMOO f00 mN N m0 O mn 7 00� N V (0CSoocoo��j c1'c+�(0vv h+ O_ TOP460.86 0?+LO N+ CD In +�v �vp �v? z p p�vz z p p�vp INVIN455.13(153B) o�vz 0 p�vz z_ p w �vp w �vz J aQa> aaa>> > oQa ,> > ei (L INVIN454.42(151) ddaa> > vQa» > i�i Q(L o Qa> nFOz c,FOz z z coF z z �Fpz acFp�z z ���z z z ��z �Oz I� �cnF_ �mF �cnF_—_ cnF_ INVOUT454.32(149) 475 475 465 465 460 460 LI I w/ z li w Q � > w P�ia w J of J LL OZ Jw m W Q a > LL O W� z p Lu O U) I..L 0 O O 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 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 SANITARY 495 EXISTI G 495 GRADE PRO DOSED �\ GRADE 490 490 LTM. 14" WATER LINE PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE 1' \ 460 460 153A 3' MIN. 37.79' OF � 15@ HDPE ° SANI PIPE ARY 1 3-12 187, 3g 3 OF 455 24" 1 8 455 @2. 0� P'^ yL SANITARY PIPE 12 11 SANITARY PIPE 11-10A 450 450 445 445 490 490 PROPOSED 485 GRADE 485 8" WATER LINE 480 480 163 � 37.74' OF 15" HDPE � \ 161q @ 1.00% 183'H� E 475 @ 2.00� 475 SANITARY PIPE 15-14 — � SANITARY 1 ��87•» 1 OF PIPE 15-14 EXISTING 470 GRADE TYP. 1 @20 E 470 SANITA Y PIPE 14 13 465 465 EXISTING GRADE 460 460 8" WATER \ PROPOSED LINE GRADE � 1 3' MIN. \ 455 455 / 149 SANI ARY 101 gs'OF PIPE 11-10A/ / 450 1 1 24" DPE / 450 SANITARY 1 "HDPE STORM PIPE 11-10A 1.00% PIPE 501 O 445 445 1 MI 147 ., TYP. 128.94' OF 24" HDPE @ 1.00% 440 SANIT RY 440 PIPE 10 10 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1 MI _ _ � \ 470 \ 470 SANITARY PIPE 14-13 159 37.7 ' OF 15� 15" HDPE 1 •79'OF @ 1. 0% 18 HDp E 465 @ 465 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 450 450 501 121.90' OF 18" HDPE @ 7.89% 1.5' 445 445 � \ STOR PIPE 1 7 SANITARY EXISTING PIPE 10A-10 GRADE 440 440 435 435 430 430 In M 2 2O r- L L L V V (MIt F CA co "T w°r'o�rn� m OLLO7 mMOM r-- V p�v0 oCD LOzz0 'Fap> �0 IU)FZ �U)F-ZZZ 460 144B: DI-21B 6 ft Throat STA 12+09.73 TOP 449.23 INV IN 440.91 (143) INV IN 443.31 (143A) INV OUT 440.81 (143B) rn N C') 132: DI-21B 6 ft Throat - CD 136A: DI-2B 6 ft Throat STA 14+16.28 0' 0 M N 128: MH-1 STA 13+53.99 TOP 443.20 'T v m STA 15+04.87 TOP 445.04 INV IN 436.94 (135A) 2 1 v z 0 TOP 430.21 INV IN 437.97 (135) INV IN 437.27 (133) o ¢ CL > > INV IN 424.71 (129) INV OUT 437.87 (135A) INV OUT 436.84 (131) � U) OF- Z ? INV OUT 417.16 (127) 460 136: DI-213 E ft Throat STA 2+87.88 EXISTING TC P 446.99 - GRADE INV IN 439.64 (143B) 455 , - INV IN 43 .06 (137) 455 PROP SED INV OUT 43 .96 (135) 8" WATER GRAD \ LINE \ 450 1.3 450 \ 145 \ 445 37.79' OF 445 IT HE)PE @ 2.00% 3' MIN 143 171.99' OF 440 143 78.15' OF 440 @ 1.50 % 24" H PE 135 @ 1.5 % \ 66.11, OF 135 0" HDPE 62.28' OF 131 435 435 @ 1.50% 30" HDPE @ 1.50% \ 430 430 425 7 66 29 425 @ ti F �a ON.- 420 420 9+50 10+00 11+00 12+00 13+00 STR 146 - STR 128 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N O V N � (O CD v f` o ry �ov v + 0� F- 'It Z O N F- 0 > > aan 0 P Z aan aan 435 435 f-PROPCSED ADE EXISTING k7GRkDE 430 430 3' MIN. 425 425 420 420 7 415 3 S96' 415 O� o S MA 410 410 DE rENTION PIPE 405 405 9+50 10+00 11+00 STR 128 - SWM A ^ M M @ 2 Q co _M Z, .-. M co)v M V CV o N o x 136: DI-2B 6 ft Throat N coo M v t M o v W v STA 11+77.46 o r CO 240: 12" Basin -Circular Grate CD N (0 0 o w r o + Co} Ci ` M TOP 446.99 134: DI-2A m+ cNi M y STA 10+00.00 o v. (o m v oaf F o�� pcvz p�"t +v� F INV IN439.64(143B) STA10+00.00 p�vz o��z TOP451.49 =oLo ~ p�a0 N Q a > 0 6 > > ap O ¢ 0 >> INV IN 439.06 (137) TOP 443.56 e _ O Q > > > INV OUT 447.20 (239) �11 z 6d ¢ a - - O �Z ���ZZ +aiH- ? INV OUT438.96(135) INV OUT43791(133) +��z Z N�0zzz 455 455 450 450 460 460 PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE 2.7' 8" WATER LINE 440 6 141 440 15" HDp F 139 @ 3.00 F 79.43' OF 137 24" HDPE 1.5306' OF @ 0.75% 4" HNE 0.75%� 435 435 SANITARY PIPE 10 9A 430 430 14+00 15+00 16+00 9+50 10+00 11+00 12+00 12+50 STR 142 - STR 136 104A: MH-1 STA 14+07.62 TOP 422.40 INV IN 413.10 (121B) INV OUT 411.06 (121A) Q U o N _0 v0 r (D CO O M 00 Co � CD t + M 217ZZ0 Q(L-> oH-0>z> NCO F-Z-? aan 435 435 36"ACCESS RISER 430 36" AC CESS 430 RISER EXISTING PROPOS D 36" ACC ESS GRAEIE GRADE RI ER 425 425 --� \ \ 420 420 TSTORM PIPE 201 415 415 MIN. SWM A WEIR WALL 0 400' OF 410 66" CMP 410 121B 121A 7.60' OF 25.49' F 30" HDPE 30" HD DE @ 1.30% @ 1.00 Y. 405 405 9+50 10+00 11+00 12+00 13+00 SWM A - STR 104 PROPOSED 445 GRADE 445 EXISTING GRADE 3' FILINP440 MIN. 8" WATER 440 435 133 435 31.78' OF 15" HDPE @ 2.00% 430 430 425 425 9+50 10+00 11+00 STR 134 - STR 132 455 455 PROF OSED 450 rGRADE [EXISTING 450 3' GRADE MIN. 239 O 445 18. 6' OF 445 PE @ .00% 440 440 435 435 9+50 10+00 11+00 STR 240 - STR 238 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 m 0 d °' o QI.-No O co 04 L N N v ~ w LO N N r` ~ No N (0��0 N 0�0C, �O CD O co _�vm 0C! * V m ca 0 0 V Co Co O N V N} 04 m � 0 7 �� V C) @ V F- m 0 (O LO � V N}O ��70 +CN,�F- �� F- M+CC) LO _ +�� ��7ZZ0 V V F LO z0 p"1ZZ0 ❑�VO p�tZ vFOZ NFOZZZ N~0Z �cnF_ O~Ozzz �V1F__ NfnF_ roiFOzzz NrnF-___ cli - - aan aan aan aan PROPOSED GRA E 435 435 EXISTING GRADE 430 430 3 -� 8" WA ER MIN. LINE 425 119 425 24" Ho E @ 2.50% 420 420 415 415 14+00 15+00 9+50 10+00 11+00 11+50 STR 120 - STR 108 EXISTI G GRADE 455 F 455 �\ 3' MIN. PROPOSED GRADE 450 450 241 5" HDP @ 2.00% O 445 237 445 1" "HDpE 2.00% 440 440 435 435 9+50 10+00 11+00 STR 242 - STR 225 12+00 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N 4380 10/26/2020 4 CL O ce 0 AL z O a U V LU LU 11If O W W W W 0000 2 2 2 2 UUUU wwww a a a a wwww ti ti ti ti > > > > wwww F rN p � � N N ��o ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J J LL of 0 Z Jw m W Q a > LL O W O � U U (n 0. 0 0 2 ,0 V 1 JOB NO. 40919 SHEET No. C7.01 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 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 f6 (0 Cl) N i0 O_ O (6 0 Q MO 0 0 LO o Cl) r o o 0) M o r; v � L L N L O O L O N O (oON7 (O�f�N V $OaO� 7 �a^0 vN =M LO O N �M N O vM O In CD V m� W (O 7 mto oo V m�ON V m� W W N V m0) 7 rM�O V co+ 7 H M+ O F M+ (0 ~ N+ r-y H (V + N V V H M+ (v F =+ M- H ODD O� � 7 <MM Z �M U Cl) 7N Z Z) 5ra0 prvz 0 p�aZ_ 0 prvZ 0 prvZ Z O prvZ 0 2rv_Z- O (0¢0> 7¢a> > NQa> > OQn'> > OQa> > > 0<C)> > �Qa> > > 455 rmOZ �U)Pz z �U)�Z Z �y�Z Z o�OZ Z Z oU)H_Z z �CO�Z Z Z 455 \ 450 \ 450 1rS \ 1S6 445 /y, Dpk 3 MIN. 445 0% PROPO ED 92 113 GRADE 15" 4'O @ 4 GAF 1 0% 440 0 440 SAI 4 ITARY \ PIPE 33-32A \ \ 186 111 435 1S+, 9' / 435 S.01 A EXISTING /o GRADE- \ 430 430 0, S/ 1S"yD R 8" WATE LINE \ 425 425 \ 107 0p OF 420 30 1' 420 50 % 106 96 SANITARY 30" O PIPE 6 -6 @400P 415 415 410 1 1 1 4 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Q O LJ O r N r O I C,jO 00 M _O r�f�0 0 7 + C6 r 't Z p ¢(L > oH0>Z> 430 a� m �C E �o O p M r O r O �U� m m0w0oi v � v 100: EW-1 for 27" or 30" Pipe pp o+ ? r V Z 0 STA 11+17.79 N ¢ a» TOP 412.33 O(~noz z INV IN 409.00 (101) 430 425 425 420 420 \ \ PRO OSED � GRADE 415 \ 415 EXISTING \ GRADE 410 L 103 410 80.72' OF 101 30" HDP 37.07' OF @ 1.30% 36" HD E @ 1.5 p 405 405 400 400 395 395 15+00 16+00 16+50 9+50 10+00 11+00 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate 216: DI-3B 6 ft Throat STA 10+87.17 STA 10+56.94 N N o N Cl) o Q m STA 10+16.12 TOP 441.87 04 TOP 449.97 r (h r N 222: DI-213 6 ft Throat CC14 t N C ) 04 F N N TOP 442.76 INV IN 435.20 (213) INV IN 444.71 (235) N- w H co STA 12+46.11 � rcli v N a0w INV IN 438.17 (217) o INV OUT 435.09 (211) 232: DI-3B 6 ft Throat N N m Cn m r w Cm m N 222: DI-213 6 ft Throat 222: DI-213 6 ft Throat 214: DI-2A M INV OUT 444.61 (233) n "t r 04 Cn o TOP 445.35 - m CO (y v Lo C' 0) o INV OUT 436.72 215 r N Co STA 11+43.81 N v rn v m 0) M v (fl O v L6 v m Lo v N v STA 12+26.17 STA 10+00.00 220: DI-3B 6 ft Throat STA 11+14.11 ( ) M m M 210: DI-3B 6 ft Throat m( 0CN v mrin0 v INV IN440.06 223B NNcoO � m�(4� v (� 00�o v Q(0'rww v 236: 24" Basin - Circular Grate TOP 448.73 N + � N + L6 v F ( ) 226: DI-3B 6 ft Throat + N r 04 °+° o v "t °+° v v TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin -Circular Grate N N STA 11+19.21 v N O INV IN 440.08 227 p o c O o Z O _ z z) INV IN 440.06 223B INV IN 440.06 223B O Z) STA 10+00.00 INV IN 442.87 (233) 5 v z O p r v z O ( ) STA 10+00.00 v z O p r v z - z ( ) ( ) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 p r v Z Z TOP 441.83 TOP 450.14 INV OUT 442.77 (231) o ¢ a > > ¢ a > > INV OUT 438.80 (221) TOP 453.32 CQo Q o_ > > Q (L- > O m ¢ (L > > 0 INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.50 (221) INV IN 436.32 (219) TOP 443.90 Q o j j INV IN 434.45 (211) INV OUT 445.71 (235) N U)) F� Z Z N a) OF z z INV OUT 447.26 (225) N ai OF z Z N C~ 0 z z z N u~i z z z INV OUT 438.80 (221) INV OUT 438.80 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) N a) OP z z z INV OUT 434.35 (209) 455 455 460 460 455 1 455 450 EXISTING GRADE / PROPOSED 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94' OF 15" HDPE 23 @ 1.75% 16 8 E 440 @ 2.0 % 229 440 231 18"HDPE 34.83' OF 1 OF @2.00% 18"HDPE @ HDPE 0% @ 2.00% 435 435 430 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 455 455 ROPOSE BADE 8" WATER LINE \ EXISTING 450 1 GRADE 450 1.4- \ 445 MIN. 25 O / / 445 2 OF SANITARY 15" [225 IDPC I' MIN. PIPE43-42 @200% 9 223 8 0p, 29.79' OF 15. OF HDPF 4 @3.00% 440 15" HDPE 440 @ 2.00% 40. 15" DPF @ 2.00% 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 3' MIN. 440 440 221 30.71' OF7MIN. 24" HDPE 83'OF t09 435 1.00%24" 435 2.50% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 0 50 PROFILE SCALE m Co o 2 0) 04 ~ N N 00 a0 m'o , v Cl) p� 0 O N fn�Z Z 450 210 DI-313 6 ft Throat STA 1+74.63 TOP [INV 440.35 i INV IN 433.24 (209) 445 \ IN 433.97 (209A) 445 PROPOSED GRADE T MIN. ;W�A�T EXISTING ER GRADE440- 440 8" WATER LINE 217 16.12' OF 1.2' 12" HDPE @ 4.50% 435 435 215 213 O 30.60' OF 40.45' OF 1.2' 15" HDPE 24" HDPE @ 2.00% @ 2.00% 211 209g 32.04' OF 8.24' 430 SANITARY 24" HDPE OF 430 PIPE 9A-9 @ 2.00% L209 2.0000 55.42' O 24" HDF E @ 2.00o 425 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 13+00 TH GLINT W. S F LET Lic. N 4380 10/26/2020 4 M E 0 o N � N Q O > E w a E H_ LU U a. Q LL 3 p LL - w 0 W L M a_j U00 J - uj .. (A N U W W � � _j LL p Q v U-) F Q . 0 s N W00 M a� CL O ce 0 AL DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J J I� I W > w a w J J LL 0 2: 0 Jw m W J a Q > O W� Q o W U) 0L 0 0 0 2 ,0 V 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 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 JOB NO. 40919 SHEET No. C7.02 TH co f0 m n0 OL m E N t P� N p N N.N.. N N N M 0 H = N °D 0 °� Cq 0 MM 00 ((00 00 m , 0(�D.� 7 0+ H 04 O v + N v 7 ~ m�(0°0 N N V 04 + M� v F p�vZ co O �v? z 0 ❑�It Z m� CL ~)�Z K NU)P z Z N i�� z z N uz aa5 I aa5 440 440 EXISTING GRADE/ -PROPOSED GRACE 435 435 430 430 53.99OF 24" H PE @ 2.00% 425 207g 24" HDp F @ 2.00% 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 202A: DI-21B 6 ft Throat 0) STA 10+89.90 d o m ui Mo TOP 433.06 0 L p N INV IN 427.38 (203) S 0 = 0 � 00 00 INV OUT 427.28 (203A) N 04 m o m C m. a0 v 202: MH-1 0 C� 206: DI-3B 6 ft Throat N + v v v STA 11+26.50 + co STA 10+00.00 0 v z? TOP 432.79 w Cj v z TOP 435.09 vo O > Z > INV IN 426.55 (203A) o - O > INV OUT (205) N 0 � - INV OUT 418.37 (201) N cn z 44a29.13 aan 435 8' WAT 435 \ LI E 430 430 LJ 205 29.79' OF 15" HDPE \ 36 03q 425 ° 203 0' 425 60.11' OF DpE 24" HDPE @2. Q% @ 2.00% SAN ITARY PIPE 613-6A 420 420 \ \ 8� 4 07 415 ' 415 @Q S00 F ° 1.5' MIN. 410 410 STORM PIPE 121A 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 (o ? __0 0 INV IN 432.47 (407) v, v LO V N INV OUT 432.37 (405) rn a0 ? v rN (' w N m 408: 24" Basin -Circular Grate 414: DI-313 6 ft Throat + vIt r = + F STA 11+31.86 STA 10+00.00 D v? Z D g v Z Z 0 TOP 445.65 TOP 446.24 i�i F 0 Z > > o O > > > INV IN 438.95 (409) INV OUT 441.79 (413) v - z v (o H ? ? ? 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+52.12 TOP 432.77 INV OUT 431.01 (301) aa5 300: ES-1 for 15 inch Pipe STA 14+49.40 TOP 432.29 INV IN 430.91 (301� a5 440 PROP 440 SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 j�� ¢ CUNT W. C13m 2 °' 0 P_ a S00 F LET 0 ^ m 2 Lic. N 4380 COCo Lo � N v m w N v 0 416A: DI-3B 6 ft Throat 4166: MH-1 10/ 2612020 4 420: DI-3B 6 ft Throat m CO Lo co + ro 0 F STA 11+09.12 STA 11+63.07 `` STA 10+00.00 0 o v _Z 0 p v Z TOP 458.06 TOP 456.80 ti�s�01( TOP 458.43 O > > 46 ¢ o > > INV IN 451.06 (417A) INV IN 450.42 (417B) INV OUT d752.35 (419) v C0 P v U)) O� ? ? INV OUT 450.96 (4176 INV OUT 4M I a46 38 (415) 465 465 E ISTI G G E PROPOSED 460 \ GRADE 460 8" WATER LINE 7 F 8" WATE 455 455 *419 1.3' \ \ 3 450 .58' OF 417A \ 450 ca 1.00o MIN. % 15" Hp F 53.95,OF E @ 1.00 15„ HDPE DP 3' MIN. SANITARY ° 15 1. PI E 34-33A 445 417 445 43.16' OF 41> vis 15" HDPE 16. OP @ 1.00% yo @ S00%, 440 1 1 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 (3 402: MHA (`c a STA 11+33.41 3 co P co TOP 437.62 V ? U o a INV IN 431.31 (403A) 402: MH-1 m w too INV IN 432.07 (405) STA 13+14.80 o o rn m m t N P v INV OUT 431.21 (401) TOP 437.62 00 + (0� v + I-- v 400: ES-1 for 18 inch Pipe INV IN 431.31 (403A) v 0 a a v Z 0 STA 11+72.31 ¢ o INV IN 432.07 (405) ¢ > v > > TOP 432.58 INV OUT431.21 (401) vu~i0? ���� INV IN430.91 (401) 455 45n 45n EXISTING 450 G 3RADE::l450 \ 445 445 OPROPOSED 413 \ GRADE 440 \ 440 5 1HDPE 58'OF 409 ' MIN.\ 2.00% 11. „HDPE 3.46'OF \ 2.00% 15'HDPE \ @ .00% 435 435 1 ? Op HDp@3S0F430 715"HDPE 5 430 @ 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- \ 435IN. 435 03 430 106. 6' OF 403A 01 430 @ 0 DPE 70% 15" HDPE 38 9 18" OF @ 0.70% DPE @ 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 TOP 485.95 INV OUT 483.70 (509) 495 VERTICAL F SIDE OF CRC POURED CC NDISTURBED -410: MH-1 STA 12+10.69 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 "=5 506: DI-3B 6 ft Throat 0 o STA 10+71.64 0 0 ^ (0 .c o TOP 487.17 cO t ((00 0 x w (� INV IN 482.29 (507) o ry M � m w co CO ? m INV OUT 482.07 (505) o rn m CO CO 00 0?00 0 �?o+m�� CR CM � 504: ES-1 for 24 inch Pipe �Nv T+�� m�(00 (�+���� 0 V Q,vz 0 STA10+84.20 p0v0 p Fv_z z_ CO do LOCnP ¢ 0 >> TOP 483.98 o < (L 06 �U)OzZZ ¢ a » > INV IN481.81(505) WU)iFZ aa5 5nn 5nn 490 490 EXISTING PROPOSED GRADE GRADE 485 485 509 1.5' 480 19.58' OF 507 505 480 24" RCP 12.56' OF @ 2.00% 24" RCP 24" HDPE CLASS B @ 2.00% @ 2.00% 14" ATER LINE 475 W/ ASING 475 PE SUPPORT ON EITHER SING. Vx3' (F OTPRINT) CRETE SUPP DIRT FROM BADE TO BASE OF PIPE 470 470 12+00 9+50 10+00 11+00 11+50 STR 510 - STR 504 EXISTING GRADE 495 495 \ PROPOSED GRADE 490 1 490 LINE 3' MIN. 1.5' 485 NA IN 485 601-R,2, 480 62 480 24" HppE @ 2.00% 475 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 0 50 PROFILE SCALE M E 0 0 u N � N 0 > E w v E i H_ LU w w UM ¢ V 3 0 w O w0 `mom < W M � j i52 J - 1i .. a, 0 Lu co W �0'x LL ti = N Fv> EO10 N W M av o w am O ce 0 z O P _ U L7 Lu Lu o ti ti ti ti 0 W W W W 0000 2 2 2 2 UUUU wwww a a a a wwww ti ti ti ti > > > > wwww F N N 0 P � ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I W > W a w J of LL of 0 Z 0 Jw m WLL J a Q > O W� Q o W U) 0. 0 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C7.03 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� V NLTH UF��� CLINT W. 2: m vInS F LET >4 o o ui m, t m M`,Lic. N 1380 4' _ _ _LO � 0/26/2020 ; O m �W aDm N OR O (0 M� a0 � m o Lo o m0? co m LO -000(0 m 7 ��04 V m00� O V m < m Qo�cy)O DoJZ �Zz0 of O Q��zz0 CD 0 NN�N t t m ;6< > ��O» > MHO>> �FOZ» H �m? �(nH-zzz U)P �cn�—?? v o ° o V ` °� 475 475 (o 0 00 208B: DI-2B 6 ft Throat o co °m°ocpqt STA10+29.71 N �F N o o+(°~ TOP436.33 ¢ 0 po�0 po�zZ Q��p INV IN430.13(207) v E �Qd> �QCL oFo> INV IN 430.13 (207A) _ Oz �v~iOzz z NCOFz INV OUT 430.03 (207B) �v w 3 455 455 445 445 a 0 3 p LL — wO `mom ¢_j U0000 Z a —u O ce .. rn C7 uvi rv� a w v 30 )< U) w Q v 11 i ry Z >t < O O w w w w ~ cm wM � 0000 00 H > > > > ca UUUU aaai O O O O O W W W W = ti ti ti ti > > > > 0 W W W W 2 F p O O N w N N N O w ~ rN \\�czl � a c(�o�o z O in DATE 10130119 0 } DRAWN BY J. FOX • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9 SSTR 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 50 PROFILE SCALEuj '^J @ M i0 Q V F N F .N.. m Q Nt �, N 210B: DI-3B 6 ft Throat N 224B: DI-2B 6 ft Throat � v 0) mom STA10+32.00 m9Mq* STA10+29.79 mo�v ���� O TOP 440.35 O TOP 446.84 ' o 'A 'It J +o� +�H +o�+u v�H I� p0�0 INV IN433.24(209) p0�� ( ) OaLO CD v INV IN 442.37 223 v o � v_ z Qo F ( INV IN 433.97 (209A) N a0 Oj INV IN 440.98 (223A) N 0 0 N < aO z > O 04 W Z INV OUT 433.14 (209B) N m� z INV OUT 440.88 (223B) v w P? v m r— z z 450 450 455 455 455 455 I w/ z li w Q � > w a w J J LL O Z O Jw m W J a Q > LL 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 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' U) VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 EXISTING GRADE PR POSED 450 G DE 450 ISM445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EX STING GRADE P POSED 440 GRADE 440 3' MIN. " WATER INE 435 435 430 430 209A 32.00' O 15" HDP @ 1.00% 425 425 � EXISTING G DE 470 470 GRADE 8" WATER .5'LINEImi IN. 465 465 3' MIN. 1' 153C 7.05' OF 460 1 1 460 155 @2.SOo 1 ?•2S'OF 37.80' OF / NDPE 15@ SANITA Y 2.5 0 2 p� E PIPE 13 12 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 GRADE '2 8" WATER LINE: 440 440 1.7' I SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 440 440 EXISTING GRADE 435 435 P OPOSED 8" WATER G DE LINE 1.3' 430 430 207 425 29.7 ' OF 425 15" DPE @ 2 40% 420 420 PROPOSE 450 GRADE 450 \ \ EXISTING GRADE SANITARY PIPE 33A-33 445 445 8' 3' MIN. 440 411q 56'g3'OF O 440 DPE @ 2.00 0 435 435 430 430 L TH MANHOLE 16 STA 10+00.00 TOP 492.72 INV OUT 486.37 (16-15) snn 60" INT. DROP MANHOLE STA 11+14.60 15 TOP 491.81 INV IN 484.94 (16-15) INV OUT 478.39 (15-14) MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE STA 13+19.41 STA 14+24.38 STA 17+46.88 STA 18+04.66 STA 20+30.72 STA 20+95.60 STA 24+56.05 14 13 12 11 10A 10 9A TOP 483.66 TOP 478.72 TOP 464.26 TOP 463.22 TOP 41979 TOP 456.09 TOP 445.79 INV IN 474.81 (15-14) INV IN 470.95 (14-13) INV IN 456.56 (13-12) INV IN 454.49 (12-11) INV IN 449.53 (11-10A) INV IN 441.09 (10A-10) INV IN 436.09 (10-9A) INV OUT 474.10 (14-13) INV OUT 466.23 (13-12) INV OUT 455.65 (12-11) INV OUT 454.05 (11-10A) INV OUT 442.38 (10A-10) INV OUT 440.60 (10-9A) INV OUT 435.89 (9A-9) snn 495 495 490 8" WATER \ WATER SERVICE 490 LIN'E1.5' LINE TO FHA, 3.5' MIN. DEPTH APPROXIMATE MIN. \ 485 1 485 114.601 OF STORM 8 SDR 6 PVC PIPE 163 STORM 480 PIPE 161A ;::v PROPOSED 480 1 GRADE STORM RM MIN.6 LINE I E STORM STORMPIPE i 161PIPE 165 475 1' STORM 475 _ PIPE 159WATER MINPVC ��--- SER ICE LINE TO •% - - i FHA, DEPTH APPROXIMATE 1413--- ` 104.97, 3 8„ A8ss, 470 470 00% \ \ STORM \ PIPE 155 8" WATER \ - 465 LINE 465 STORM 8" WATER ` \ PIPE 153 LINE \ \ 13_1 \ 460 322 1' EXISTING 460 ,2 -4 _ MI S ORM GRADE @ 3.00% D PIPE 153E \ 1, STORM MIN. 151 \ 455 ivPIPE \ 455 12-11 57.78, 1 MIN. / \ 81 @005%DIP 2 450 26.06, 450 S 52 DIP 2.00/ STORM \ � 8" WATERLINE PIPE 147 STORM PIPE 501 \ 445 J 445 1. M MIN. N w wio, HN Hco STORM J + J 10 0 PIPE 139 W N W 440 6 •88, -43:a 440 @ SS52 DIP 2.00/ 1 -9A: 360.45' O -� 8" M U N. CLASS 52 uctile Iron @ 1. 5"/0 435 I 435 N c's J 0) l+ (o J (O Lo M Q � NQ' f4� (O W C)W (D + 430 a a N �a N aIq N a�a N 430 a �U) ��U) U) cr 425 425 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 8+00 STR 16 - STR gq HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 19+00 20+00 21+00 22+00 23+00 24+00 CLINT W. S F LET Lic. N 4380 10/26/2020 4 ^� E 0 0 u N � N 0 Q O > E w v E w w 3 Q LL 3 p LL w 0 m 0 W L M a_j Voo W J -N Lu N z W U1 � Q x LL p Q v ur) _ � N =v>m F Q . E0 mO1 N W M d � O W � H- am O ce E 7m AL z O a_ u (J Lu Lu O W W W W 0000 2 2 2 2 UUUU W W W W a a a a 2222 If, If, ti ti > > > > W W W W F LMUrV rV rN a ��O DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (W V H\� W 0 W Lu C) u 0. C) 0 0 2 ,0 V 1 a JOB NO. mq L 0 50 PROFILE SCALE 40919 SHEET No. C7.05 f• VNLTH UF��� CLINT W. 2: �S F LET >4 Lic. N 4380 r 10/26/2020 • 0S00NAL �.•. MANHOLE ~���� 8 STA 12+57.78 TOP 438.41 INV IN 430.47 (9-8) o EE MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE DOGHOUSE MANHOLE nO U MANHOLE 9 STA 11+27.44 MANHOLE STA 15+68.34 6 MANHOLE MANHOLE MANHOLE MANHOLE r4IT5 21+g1.18 STA 10+00.00 TOP 442.30 STA 13+10.00 TOP 430.63 STA 16+20.85 STA 18+g3.76 STA 19+59.49 STA 21+33.76 P40504 > E94 TOP 445.79 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5 TOP 427.36 TOP 422.25 4 3 TOP 419.51 TOP 408.51 IN 399.33 (2-1)INV IN 436.09 (10-9A) INV IN 433.34 (9A-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.38 (5-4) INV IN 413.04 (4-3) INV IN 402.38 (3-2) IN 398.70 (EX-1A) H_ w455 INV OUT 435.89 (9A-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.18 (4-3) INV OUT 412.84 (3-2) INV OUT 402.18 (2-1) OUT 398.70 (EX-1 B) ¢ LL o g p LL - wO `mom � V oMo Z a -ui O .. P rn C7(A rv� a w v 30'x U) w Q v O i ry Z U> 1O O w w w w ~ 0 rn wM � 0000 a o w 2 2 2 2 �H- OOOO UUUU aaai O O O O O W W W W = ti ti ti ti > > > > wwww x F p O O O N w �V �V N O Q z O in DATE D, - 10130119 0 DRAWN BY J. FOX • DESIGNED BY 5. • C. SHIFFLE7T • Ill w CHECKED BY • C. SHIFFLE7T r. SCALE AS SHOWN • J (WIC 00 GV/' J J I�5. 0 I w/ z li WQ� > w a w J � LL 0� 0 J w m a WJ Q O W z 0 o W" 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 0 STR 9A - EX 1 L.L HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 0 0 O `2 1 5 ,0^ V 1 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.06 60" INT. DRDP MANHOLE STA 15+05.32 6A TOP 432.94 INV IN 24.91 (6B-6A) 450 INV OU 421.40 (6A-6) 450 M NHOLE STA 4+36.38 6B TO 434.78 INV IN 426. 3 (7-6B) NV OUT 425.7 (6B-6A) 445 - 445 / / WATER SERVICE LINE DEPTH PPROXIMAT 440 � 440 8" WATER STORME GR�OPESEDPIPE 2134353.5'MIN. J8'WATERLINE 435 9 1279A STORM \ 8 SDR-26 PIPE 207 \ 8" WATE PV @2.DOo � 9'8 1' \ STORM LINE 8"WA ER 430 8 130.3q, OF MIN. \ IPE 203 LINE 430 o v � 8-7 MiN � o+ � + � + 52.22' pF _y .5'� EXISTING Q � J � CLASS 52 7-68 MIN. GRADE Q Q Q @ 1.50 % Ip " 126.38' OF 425 SD _ STORM 425 �� cn �� cn �� (n J�J� � � �J� JMO � J � @1.25% 68.94'OF PIPE10 \\ w o �� 0 co Sri 8° LASS 52 DIP H � H N N~ N I- N H @ 1.25% \ Q J �Q � J Q U:::�lN. \ � � Q � � Q Q � H � � Q � _ \\ 420 6 \ 420 V1 � fn (n � cn fn cn (n (A V1 (n co JO O J(D N O e0 Jf� � CO tiJ� (O J O � 3, 8" SO 02, OF R-26 \ ri co co p 6-5 \ W� W� � Wo rnW0 W @3.0po VC 52.51' \ \ Q co Q M M J M MQ V Q / $" SDR 26 PVC \\ �Q �Q Q �Q Q�Q � @1.500 -4 \ 415 415 J oo J � � � (n � (n (n � fn !n� (n � 8" SDR_ 6 PVC N o In In (A In In @ 1. 00 /0 4-3 \ W � M W + � � + 75.73' OF \ Q N � J N � 8' SDR_26 PVC 410 �Q�Q @1.50% \ 410 � �� � fn (n J � N 00 J M V \ M 9"S 14?�2 Q Q M o \ 405 � H � Q @ R26 \ 405 � Do C � � 400 4 400 @60o pl'C 395 395 390 390 L f• VNLTH UF��� CLINT W. 2: �S F LET >4 Lic. N 4380 r 10/26/2020 • 0S00NAL �.•. NqN N�• ^� E 0 0 u N � N 0 > E w v E w w 3 Q LL o 3 p LL - wOLu `mom V 0000 Z a -ui O w rn MANHOLE V' W w ram- a 60" INT. DROP MANHOLE z 1- -I. STA 15+g2.37 O In u x 33 STA 12+73.04 31 TOP 435.01 LL w TOP 448.74 INV IN 430.27 (32-31) p a = INV IN 444.58 (33A-33) INV OUT 430.07 (31-6) _ > ° O w w w w INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE a ; MANHOLE MANHOLE MANHOLE 6 STA 16+64.94 ° ry W 5000 MANHOLE STA 11+80.23 STA 13+33.40 STA 15+04.10 TOP 430.63 2 M U U U U STA 10+00.00 34 33A TOP 454.17 32A TOP 447.45 32 TOP 439.75 INV IN 426.44 (31-6) J TOP 462.18 INV IN 448.49 (34-33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) INV OUT 45 !.10 (34-33A) INV OUT 448.29 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31) INV OUT 419.31 (6-4)65 U U U U aaai 0 O O O O O W W W W = ti ti ti ti > > > > u, u, u, u, MANHOLE _ MANHOLE MANHOLE STA 11+27.44 o MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 o N N N p STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) F N N N 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.34 (9A((-9) x ¢ o N 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z z O1 0 in DATE 10130119 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 52 �• w of LO (. .,> IL �I� LL V cr H� I 0 LO w/ z li w Q co cni cn cn > w a w J EL OL J w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 m a STR 43 - STR 7 W Q LL HORIZ SCALE: 1 "=50' � % O VERT SCALE: 1"=5 w z J 0 O W " LL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q STR34-STR6 HORIZ SCALE: 1 "=50' O VERT SCALE: 1"=50 O 5 2 D 0 O 0 50 PROFILE SCALE U) JOB NO. 40919 SHEET NO. C7.07 EXISTING G DE 460 460 455 8" WATER LINE 455 STORM PIPE 417 \ 1' MIN. \ \ 450 18p4-33A 450 DR- 8" ATER @2'pp°pVC 3.5'MI \ LINE " 9 8 3q'33 8j0 \ 445 S S ORM 445 �m�r�� Qao JO �v n J� �N � @ '6pV 00� C °1.5' 1.5' PI E113 MIN. Q o Q o Q o Q� Q� MIN. � MI PROPOSED STORM GRADE 440 � H � H PIPE 411A 33- 6 32 440 tq cn , CUSS, DAP (/) in (/) (n V) J ��n O J ���r� O J v Lli c+� J �� O @ Z,OOo � \ 8" WAT R W co o W o W o W t0 LI E 435 Q� Q N Q N Q N 1.5' _ / 435 Q LQ Q Q �m� J o J J (���j p 1� 3% MIN. aim � �� �� �m\ 01 / o ILICM-�I�jI 430 Q � Q � � Q 32-31 \ 430 cn � cn � � cn Q � Q � � J � � 8,. SOR 26 PVC cn cn � � N � w � � W � W � @ 1.50% �\ � 3r 6 �>Q � H� Q� H � Q @SO opVC 425 425 >Q �(� � J J � qJ � 4J N > (� > (� (n (� lY �' Lf') LL O LC N V1 V1 H H� H�H� J J � J� J � 420 � � Q � Q � Q 420 415 415 410 410 PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 . EXISTING L36 GRADE 450 \ 450 43 �3423 PIPE 225 \ � \ 8" @ DOsp C MIN. � 445 \ 445 - .STDRI`1 STORM PIPE 223A PIPE 221 rPIPE219 440 440 �N�COO. � �N�� 1' W +W � o w�W v MIN. 1' ���� � Q�Q MI �Q�Q H"??34�� � ? . 435 435 � � V) (n cn cn � v7 cn cn � J�J � � �JOJ(O o � � v, JN � J� � �? @ q 26pV Op/ C 41-g 76.45' I ,n Co o W °� W+ W S W c� W cfl W °+� 8 SDR-26 VC IYQ���Q�Q lYQ �H 430 430 V) V) � V) V1 V) V1 V) V1 V) 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - W W NOTES: > > 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO od o > . o m CONSTRUCTION. H o w 0 1 w o 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO N_ o_ Q o w o Q ELECTROFUSION COUPLINGS WILL BE PERMITTED. X Q Q 00 Q Q 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF 505 N 505 PIPE CENTERED ABOVE WATER LINE CROSSING. zZ Ow �m Q N U 500 Q a: v U o Q 500 \ EXISTING W ~ GRADE 495 \ 495 \ \ \ PROPOSED \ GRADE 490 \ 490 12" LASS 52 DIP 485 WATER LINE 485 \ 480 480 14" DIPS DR9 PE4710 WATER LINE W/ 30" OR 36" DR17 CASING DEFL CT HDPE 475 475 060 H Z zLU OJ N Lo QV o I­Qi 'T U H W N W W LL' M + + W + II HORIZON ROAD INTERSECTION Q 2 � ~ °S �I �_ > STA 13+46.20 O O W N 4950 W 2 N F- CV F- iN F- (n U) , U) � co u) W 495 O II EXISTING II GRADE / PROPOSED < J / GRADE fn W / / 1.31% 12"X8" CROSS 490 > > / 490 / 3.5' MIN. STORM STORM 16' PIPE 171 485 PIPE 507 485 / 12" CLASS 52 SANITARY 0.5' DIP WATER LINE PIPE 16-15 MIN. 1.5 VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING STORM PIPE 601 480 14" DIPS DR9 PE4710 WATER LINE 480 W/ 30" OR 36" DR17 CASING DEFLECT HDPE VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING 475 475 0p O L co O v0 N �N oD c'�O V 70 700 7 76 700 7O m c'1 70) ' 700 70) 76% 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0 50 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE HICKORY STREET PROFILE SCALE HORIZ SCALE: 1 "=50' HORIZ SCALE: V=50' VERT SCALE: 1"=5 1 VERT SCALE: 1"=5 I ,IIIII III � / \ \ \ \ \�\\`:^_ I ' / I ` ' `• ll I I 'I / //II Ililii,iilj\I 1 / 11�' 1 \ \ ` "\\�___ I / , \OS I �- �/ - \/ -� '/ i' tiff / / 1 I II1 / I 1 I \ \ \ ` 1 Q . 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I W 0 P�'% 1 NS _ GT Ilk I_—Ji i�\Or. I 1 II �}-- \•\�i� S\\'�/�j@--�-_ __-- -- /,,/� \ \, , 1 ,', 11,\ 'I ,;I/ II, II ,I/ Ill I \ \I \ • �\ ` \ 1 ` \ \ \ , ' , \ \ I I I I I , ---IIII, 1 ' d---- I r. / �i�• %�� �i _ - - // 1 , I I', 1dl I `I 1 AA III \ J , 1 0 LJI o 1 I\ \3 of o ,- - f I , I ' 1 II II I I \ / �\ / I M I \ \ \ \� I I 1 \ 1 p li /� - /�/ I 1 I I tl \ 1 2 \ _�- ' I A NI W� P / I \ \ 1 1 � p ' \ \ ' / ` \ ` ��Q)1 I _\ 1 � I , � / 92 \ \ / 0 � \ I I /l• 1� I I \ II \ .^F , ,, I .\\\ \ ,` � �\• II \\1,\pIIIIIII \I i' I\ �� I ' \\ I \\ o i1II IIII �\, ���, <p6A \ \ \ \ \ / / I I \ ,\ '� I, cP, v 491 \ \\ , I III \ , \1 \ I \I�', \\ \ `� \ \ 490 \ \ \ \ _ _ I I I '\ \\ \ I \\I 11 I\ \ IIIII I I I II I II ` \ `� `CJ/' I / I; G I,\ I ,I \��j \1 1 I \ 14+ •. --- / I I I I I'1 I II / ` ^ +00 _�, I 1 I If - - ' \- 10+50 Qg9 - - - '\ I I I If Ilili I , / ` `` 1\ \ \ 1 - - - \. -•pa., ---- � 5 c p � �8 �- I / I I I caa I'I I`,0K\ I, SO \ 1 1 it I \ l �\ \ \ \ \ \ 4914g 2* / / / / // / I I III I \• / / 10, 493 _ � ` � 13+ i � � i , , L✓� / / /, /, 1 / I I I � \ �/i i i /_� �.t1G� j / �l 1 ' 110 y\\ Imo'\ 11 a I \ \ \ \ \ � � \ \ \ Gr � , / �/ / ///,'/ .SCALE __ / ,vv/K 1 P I III 1 1 \ \ p \ ` \ \ \ \ , , T- y \ - ' / % T I l i , I SN� \ II IIII I IIII\I�\\\ ' r\ \, \ ,-H�—A�w W Q i_,w_L\ SAN A TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` 1r;Sj01 ^� E 0 o N � N = > E w v E H_ w w um Q VO 3 p U. w 0 m O W L M a� i52 W J —N M N � U W U1 � �0'x LL p Q v = N N F a . _ Y � N W M Lm z O a_ c.l U) Lu O W W W W 0000 2 2 2 2 UUUU W W W W a a a a O O O O W W W W ti ti ti ti > > > > W W W W Lou F \N N \ Q O DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (w V w Q Lu a _j J_ 0 LL J m � wow w�a C) 0 L.I_ w C) 0 0 ,0 V 1 JOB NO. 40919 SHEET NO. C8.00 L TH U HIGH PT STA = 10+64.99 W HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 z PVI ELEV = 490.34 w A.D. _ -3.00% X oo v K = 30.02 fn o 04 m 90' VC ++ + v Uo>o o_ 495 T m 00 In II W7 74�1 LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 (n W O > > X Q 00 00 2.00, m m 00c I v \ W U 490 490 \u i W \ Q L.L 3' 06 485 > 485 \ 1, \ co W N \ 3.5' I- _ 480 STORM MIN. � Q 480 PIPE 163 QD OD U PROPOSED \ GRADE 3.0' EXISTING \ C) 00 2 W 475 GRADE — — \ + 06 475 > U m rn U io U) _ STORM \ m _ m \ M W W p� + + 470 PIPE 159 / \ \ � ~ 470 SANITARY PIPE + X Q UL Q PIPE 14-13 CD-1 DEFLECTION, 00 U) 00 8" CLASS 52 DIP TYP II II WATER LINE U W W\ 465 \ 465 (;D-2 STORM 1 \ 460 PIPE 155 1 10 CD-1 460 3.0' TORM PI E 153A \ 1' 455 14\ 455 SANITARY STORM \ PIPE 12-11 PIPE 151 \ \ �450 450 STORM PIPE 501 445 1 1 445 SANITARY PIPE 1OA-10 440 440 O V Lo N co O V cl) t` Lo 00 Lo cl) O LLB 00 of Lo co N Lo 00 Lo co O LLB 00 m CD C`') 7 V Lo O r` p N(.0 CM LD a) = O V r— N CDmLo (o I—. rn N rn m t` i(] °O t` Lo t` 7 (`7 t` N t` N °D r` O t` co t` N O t` O W t` Q I- Lfl V co N M 'D = O V in O W i r- m v I- M V m r V 00 v V 00 v V 00 V 00 V r� y V r y V r v V r- v V v V Q v V C9 v V Q0 v V Q0 V CO V Lo V Lo V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 F� 1 \ I �Co. I, 6 H033>3 \ p o J u. Q Lo Fo w0 x F 495 :v. rn in rn w J Lo jLo l�Ho a 0 <-m- ID n n n 495 490 490 485 485 T 2' 480 480 STORM PIPE 165 8" CLAS 52 DIP 475 WAT R LINE 475 470 470 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 \- � I - - - -- -- -- 0 \ \ \\ \ \ \\ \ \\ \\\I \I \1 �/ / - ._ -- � yam'.: `: —�_ — •�� _ 5N VS \\ 1 L L 1r �- r� I�(�� r r r 1 y CLINT W. S F LET Lic. N 4380 10/ 2612020 \` Wzyo;1AL �C. � M E 0 o N � N C > E w v E w w 3 Q LL o 3 p U. — wQ `mom O j L smo < Lu V oo J — i M No m � z W U1 � Q x LL p Q v j N N Fva� c Y � N W M o w Lm z O a_ u c.l LU z ti ti ti ti O Lu Lu Lu Lu > 2 2 2 2 UUUU wwww a a a a W W W W j > j W W W W F LV LV ��o Lou rN \ \ ti DATE 10130119 DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN LU > LU a -i J_ O LL J m W LL a LU z Q C) o � LLJ lo. C) O O 2 ,O V 1 JOB NO. 40919 SHEET NO. C8.01 L / 22 460 F- w U) U QY W LLJ U) F- ry, z w z z J � J J_ (n Lu 2 0'>, Of 1� U cM O 460 PIPE LL Z M W + DEFLECTION, c N � r- BCD-� Q � _ L W POINT ST = 25+69.95 Q _ GRADE -EXISTING > U v LOW POINT E EV = 438.26 455 / 00 W 100 N 04 ui M PVI STA 24+95455 440.13 3.5' -2.89% \ u i o + °tOW oo PVI ELEV / 3' \ \ w N W N N~ N + It A.D. _ .38% N N \ in Q Q Q QX Q(>7 io Q K = 39 .00 C' W 0C°o 1.9� / aD co �bo �bo oo � 150' C W N o o N N 450 3' X N N 00 U) 00 U) 00 (1) RM CD 1 c11 W W PEO 45 8" CLASS 52 DIP 11 U_ U_ 445 WATER LINE 1.2' STORM � W � > N > W o W C\l N 445 STORM PIPE 137 > > cp N N PIPE 501 STORM \ m m N� w r w PIPE 143A 2.7' — — — II II Q Q Q Q _ PROPOSED 440 \ CD-1 y GRADE 440 SANITARY 1 / 1.3' PIPE 1OA-10 \ / CD-2 \ 11 / STORM U _ U y _ �/ PIPE 133 STORM 435 p Lo > ^ PIPE 211 \ _2.5 0 435 _T U-U)N CD-1 \ U)N u)N \ w Q x Q STORM WQ W � W � SANITARY SEWER PIPE 209A 1.3' LATERAL, DEPTH APPROXIMATE, TYP. SANITARY 1�� 430 1 PIPE 8-7 430 1 STORM \ W U o W U LO W U? 00 W� aD W U 00 N W U_ 00 W N U rn CO W U M W 0? U— o W U 0) W c`? U N W 00 U 00 1 T 1 PIPE 207A STORM\ STUB OUT FOR > � Ln > a-) rn> _U O > O � % O N > N- 00> V 00 eD-Ln > c+> % N V) % O-� 00 > O W W W 1 1 W PIPE 205 FUTURE PHASES w+ w+ w+ w+ w+ w+ w+ w+ w+ w+ w+ w+ 00 SANITA Y 425 U LU N U LU N N N cn N N (n ch N LU (n It N Ill In 04 LU U N N N Ill In N Ill U N 04 N LU (n � (n Ill N Ill Cq (A N (D > N CM r > � > � W C) � PIPE 6B \ 6A 425 LU LU W Q' I-- w + WcoWro + t >oOWcD N + \ WU) (n W�W� (n WU) (n U W� U W W� (n (n WU) P (n P (n w Ill P WU)WcnWco U (n (n (n N (n N U N W + In N \ Q Q Q Q Q Q Q Q Q Q Q Q Q x Q x W Q W CO Q STORM I.- I.- � w Qw U) PIPE 107 ~ �� 420 �i 420 O (0 f� O O O N (O f` O V C`7 Ln N O O CO V (D O N M CO l(. N co . r- 00 N � � � I` O W CO � (O LID N c0 N COO O c+J LO � �'? O LID I� Lr) LO Ln Lr) V (D Lti Ln N N M O v CO ao M I� r (,.� O L() v V v N N � N O O v of O M (O r M (`') N c0 M t` l(7 N M M N N 7 V V V LO V V Lr) V V LID V V V 7 V V V V V v V V 7 V V "t� V 7 V 7 V CO 7 V V V V V 19+00 20+00 21+00 22+00 23+00 24+00 25+00 HORIZON ROAD STA 19+50 - END 1 SAW % =d WIN MEN A_ 441 0 0 _ 439— � •;,,;,,;;,,,;,,,};:,439/ \ /r " \\ \\ \ \ 1 1 U I'/ I J \ �vAIX, 7+5( MMOR M-I—ic q .c aN. i 1119.00004001011 s 0 r ME [1 ,0 I in �����•�!T\ram` __'�� . ��i���� s I � � III NefflIf 29+00 0 50 PROFILE SCALE / / X\\\\ 6- - - - - \X\ 1 ° / / \ \ / /' / /' I I I I 1 1 1 1 0 \ \ \\�26\�\\\\\ -- -- \/-----'' \\ X _ ---- // /'/ �� /' // I I I I I I I 1 1 1 °11 I I\1`���\ _ _— _ \\\ \ \\ _IO o I I od I 00 to - - _ / / / / / / 1 I I I I I I \ 1 1 1 - - - - - - - - - - - - - - __ \ \ 1 \ / 1 I 1 1 1 ✓ / / 01 SC,ACE 1"=49 // / / go / / o / \ / / /o lit/ TH CLINT W. S F LET Lic. NOI 10/ 2612020 \` M E 0 o N � N C > E v E w > H_ Lu w w Q o 3 um p w — wO `mom ¢ j CJ smo Z o - (n N O rn w a 30'x cva w > O O w w w w ~ 0 rn wM � 0000 00 o w 2 2 2 2 UUUU a a a a M O O O O O = W If, W If, W If, W If,> > > > � W W W W O O 'I N N F p w rN rN O w ~ too IN a cL�o�o z O DATE in 10130119 O DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W I� W Q Lu Lu a J_ O LL J m � W o a w z Q C) O W C) O O 2 O JOB NO. 40919 SHEET NO. C8.02 L \ \ \ \ \ \ \ H U W 10' vC U K = 2.00 A.D. = 4.95% I-_ Z PVI ELEV = 442.48 - PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z o LOW POINT ELEV = 442.54 O + BVCS = 10+23.04 fV BVCE = 442.58 IEVCE O Q EVCS = 10+32.94 4R5 = C/3 = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 L=L EVCE = 446.61 06 U w U Of W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j M A.D. _ -5.83% W + K=13.00 �Q �76'VC�LO + o'I 11 N Lr) N ARS M n N ci r-- "'LO U) (D - (D U) M O + U) n ao LO U) � It WM M 00 W((DD WO (D W � (D WN + n II V II r II W + 0) W + W + W + W + II II � U)W F N I- N I- N I- M I- M W > Q U U 460 - r - r - r- r- r U 460 x~ X~X~ > > Qln W W > 00 cn = 00 = U o0 U 00 (1)0o cn \ PIPE 1, o 6 DEFLECTION, TYP. "CID-1 3 455 Q 455 O EXISTING PROPOSED / o GRADE GRADE 35. / / > 8 o10 MIN, 1.3' o 0 0 CD __ _ \ 3' o M / \ 450 o / 450 O / \ II / PIPE \ 1.4' Q W DEFLECTION, SANITARY H j I i / NP' \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > > / D-1 3' / i STORM PIPE 225 WATER LINE PIPE 417A 445 Z 9 / 0°j 31 STORM PIPE 223A SANITARY SEWER 1.2' LATERAL, DEPTH 440 CD-2 3' 1.3' W(D APPROXIMATE 440 WOWa W00 WM WO Wo Wo W(D UD? UNU n! U9 U� U� U(`! U`q Uc? 3.8' STORM (D aC) cy) � � �m (D 00 LO PIPE 221 w + w + w + w + lY + lY + w + 0� + + W WNWN WN WM WM Wm W(n W V 435 STORM U) CO � U) U U) U U U) U) 435 PIPE 215 W W W W W W W W I- W F F F F F F F Fcn H SANITARY PIPE 9A-9 430 430 h o (0 O(D N v 0 O V 00 lf) OQ of [I7 LLO N� M O v� v� �� ono v°o �o vim' LO m� Lo v� v It v� v� v� v� vLO vLf) v L v L v L v 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE 15+00 16+00 16+50 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` 1r;Sj01 m E 0 o N � N C > E v E W w w 3 ¢ LL 0 3 U. W 0 N j V oMo Z w - ui O co rn 0LU rv� w a 30'x U) W m> O Z O W W W W ~ 0 rn wM � 0000 a_1 o w 2 2 2 2 UUUU a a a a 0 O O O O O = W ti W ti W ti W ti O > > > > 0 W W W W O O O N N F 0 W rV rV O W ~ CC fl �� czl a c��o z O DATE in 10130119 O HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 • UG ------ _ J- I 0%,� -� -1 fv \I �� \ \ \ \ UG / a 1\ l \ \ 7e s \ \ s 1 I a 1 I I I .,.f: ;.?: '.;. as �,., ..... d.•. .... �..... ✓ . \ \ \ \ \ '.' I:'ii' oo, ;.i::'. I \ \ 1 \ \ \ \ \ \ \ \ \ \ 1 `I 1 1 1 1 \ \ \ \ \ \ \ \\\� ' , \\ \ \\ I I I I I I .. i;.•..;.•'.i• .. t..... 4.1 459 I I I I I '•r•'}.:�`a'..::' I I ..: .._.'..`.: .,, -, ., :: \ . \ \ 460 00 I 1 \ \ \ I I \ \ \\ \ \ \` \ \� \� \\ \ \ \ \ \ � \ \\ \\ I \ 459 I I \ \ \ \ \ \ \ \ \ \ 1 I I`:'�' I I I I ° Ic \o I I I I I I I I I I I I I I I I I I I I I I I I • i`".: .'..,. : ... .:.';. •.. .:..-., '..'•::. � L� % ., x,'...'.: �: � ...:,.�.: \•'.... \. ? ..,. °.....,,,. / / I I I I I I I I I I I I I I I 1 I I I olop 'I'• 11 44 5 .1 �1 0 / sr I r? Q � \ \ o •. l l / / l/ l / l I I 1 I I ( I r I I I I // / � // / /, , / /r _ o/ sr o� CARDINAL LANE s + l I I 1 / / / , / S SA o' �. a \ / / I I I / / /�I/ // / //// i 1y/ I a4oj�\ .:..°,�'�'.,�::,'. �:•�••,:•.`,:.:..:.,'�',..�...�... :. .:::.•:..;." � .:��"�c Q58 :,/ l l I / / / 1111 lI1 I IIIII // ///, r/ ---- _ o I \.,,\ \ \ \:456. \ ° v 444 4q5 / \ \ _ 4 4` o \ I 44// ` \ - .•455 / /// i/ / / / / / i/ y2 E�� o \ 4 I l / ` \ \ 453 •� r v l l I l / // 443 �- I \ \ \ \\ 4' \ •\ / / / l l l l� l l / / // ///// /i//// // / �/ ////// 3 \•• \ \ ��/ 442 �J T -- c- � - - \--c _ -- ::453.'' \\ � v' / // / / //// /// / //// //////// // / // //, 9 � Q. :{I:f:':ri::':i!''j..t'.!{..r%':i.'.:':':6: :':'�.'i:''''�':':':::`.;' ` ':(':'r;y:"'.. �•.........'.....: .....r. ...,:.:"...: .....:.....: .. '.:'.•: / / /� / / .2 / / / / / k p / Q o/ o0/ 1395• Li I / `r/- ° \ \ \ _ - - � I ` I I I / >, \ \ O - \ _ ' • ^ � �' `9 '':_,:'.. � l / / / / / l IIII I I I I I I I I' I I I I I / /� / // - / dd • \. � _ � '_Q 3r IIII / I I I I I / / / I / / \ \ \•..,,\. ' Sx j. \ / / / / / �� , , -Q-- Q+,'. -__/ //// // // / / ' /// / / I I III I I I / of / /,�/� \ \ \ \ .\,.\ s0 \ \ / / / / •� ` •� gyp. P n, � _ � / r / i // // ///////r/, i lr / / / / I 1 I 1 1 / b /� / %`\ I /� //j , DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (LU V 1� I LU '^ Q vJ LLJ a L J_ 0 LL J m � W o a w z Q C) O LLJ C) 0 0 2 O JOB NO. 40919 SHEET No. C8.03 L HORIZON DRIVE - INTERSECTION STA 10+00.00 U W U x W 1-- z 465 . o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 1� M U) O (D N 00 M W 'i It + CO � � Lo Lo II _ C7Qa0QC7Q Q x W J cc) UboU50U U W 465 • Q = J I- U P > > O_ a 0 + LL Q W + DIPE EFLECTION, N 06 z U TYP. W Ix W Q 460 = _ z 460 LLj W + STUB OUT FOR / FUTURE PHASES 2 W 3.0' X� 455 06 0 00 co 455 / c\1 C)m c o 1.3 STORM W o to LLI N / PIPE 419 LLJ c+\1 c+\1 � c+\I PROPOSED aL 450 GRADE CD-1 450 H _ X H W U boIT-)bOU / + / SANITARY SEVVER °° 9$ I / LATERAL, DE TH X p0 / APPROXIMATE- TYP. 445 M 445 jj co i o U Q o 1.8'V 8" CLASS 52 DIP 0. o _ 600 1--Q U / WATER LINE 440 M 440 � SANITA Y p / PIPE 33 32A W / lin W MIN. EXISTING / \ GRADE 435 > > z 435 / SANITARY SEWER / LATERAL, D PTH 430 APPROXIMA E TYP. 430 / WI- Wr Wr WIC W WN / U un un UA U+ U h 5811 _cn _C) _ o v _ _;o + + + + W W W N W N W W 425 U � U U U U U� 1 425 STORM F WU U) �U WU H H �U W H- �U SANITARY PIPE 119 PIPE 6A-6 420 420 415 415 0. I-. N O N N M (N m O N m N 00 (r] I- I- . OO M (t] 7= Lo O V (t] W (`M I- In O co (9 O (9 i NM of Nco C'1 ("1 (o (fi MIS N MO MN (D M(fi N v� m 70 M in(N n� of n� O L (D� N (D M v co v V co v V M v V co v V V v V V v V V v V V v V L V L V L V V L v V V 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST to \`\ " \\``\ `� \\ 1\ \ 0 11\ \ I \\ I I I 1 1 T of 1// of X \ I \ 0 1 p \\\ It NN.` 0 ;\�N414.7\\\\\1,11\\\I 1\I\- I \\\\\ ;;\\3`°\`\:\\\:\`\ 11/ 1 roo ', I I 11 oQ If II I I ' \\0 ' '7`I 11 11��\\ \` \\\\\ \\\` \\`\ \ 11// / 414/.7 I I 1 1 I'\,1\1111111,1111111',1',11'I IQC111 4152///// l I l 1 IIII 1lY .6 I I I I if /1 1 1 IIII I / x / / , / I J I I I / f • It o / ' ' l I I I • I / // �,//,, ,,/ /,//,/l lJ,/l/, o /,' // ' llI J ; I I 11 .. I.•I. I \ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 t/" / L � i I \` 15+00 \ .,wutw Ls��s , yam® \.Y¢ /\ 16+00 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N 4380 10/ 2612020 \` M E 0 o N � N C > E v E w w w 3 ¢ a 3 U. w0 m,�-i ¢ � V oMo Z o - n .. O rn P w a 30'x cVl1 w i W N m U > 10 Z O W W W W ~ 0 rn wM � 0000 a_1 o w 2 2 2 2 UUUU a a a a 0 O O O O O (D W ti W ti W ti W ti V > > > > 0 W W W W O O O N N 0 w N N O w ~ \\z� a c��o z O DATE in 10130119 0 r IL 17+00 17+50 I I I I I I I I' III IIII •, I I 1 III I I 11 III I \ \� \ \ \ \\` \ \ \ I 7 el• I I I I till / \\\\ It /S� hh / , // / l lII 11 /l/ l ///, l/l / I I\\���\� '•\\`\�\ \ ` \ \ \ i I \ y 1 I V IS I , IIIII I I I I 1 , \ \\���� \ \ \\ .. s \ ��J J / � IV- • 1-fill-m-mmm il IS ago MASON _ ♦O . 1 / / / / I 1 / / / I 1 / / 1 / I / / 1 / I I \ t o °/ II I f I of I I ° I° I I I I_ I DRAWN BY J. FOX DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN W J J H� W Q C/) Lu aLLJ J 0 _ '< IL J m � W o a Lu z Q C) o Q� Lu C) 0 0 2 JOB NO. 40919 SHEET ND. C8.04 L -- y , — — \ ` \ ` ` \ �uca PARKING LOTL\ NDSCAPE \ \ ` ` ` ` \\ \ " `\ ` `\ ` ` \ / OTkC SITE AREA, \ \ \ I � a 1 ` JG ` LSbI EA(HPyCHEDK�— --� \ ` \ \ \ \ \ \\ AR_AfFI P— \\ \\ \ \\\\�\ \\ LOT T2 \ \ (2 I < \PARKI 6 s I o s ` \\ /-��,�/_� / b,\ ''b///�\/// // \\Q i, i�i— -/i\ \_ \\ \\'O/'b� i /` b �� \\\ \, _/\ ` -, \`, ` ,/�.\�\/�— \\'�`.\\ � \ \\'/ —�/'\ \ / � s\\b \\, \b' \ \ ` -\-\ \ \\ -\\rn --\\i ' \ \ \ - i-` �•\ \'\ \\ /�, .,�I \` ' I —I \ `II \'\ \_i_\\ \I \a �i_\ \ / \ \\�\- \\ 1 \\ \ \\ I Ip\\i\`\ \\ \ \\V\ `^\ I -1\ \\ \10 \� \\ \ I I\ I\ \x\ \ I I I \ :I- \7x1y�II`-\ .\ `I lxYI 6` ., I / -\. I\ 1 IV\ �\ 1\\ \I\I \\ \ II \ 1 I \` I p\ a�\ I'`\\\`�\I\ o \\_\ �* 'I°x\J 1\�I`\\� -\I \II \ 6 � \\`21I/r\, \\p/ \ I \ \Z\ 1i\\�\ I�•\ \\ I\'1I I.1\�:II`\I I1I I \ �\\1"\2 1\\�\ \1 \I I.\k\0 I1 \'^ 1\V\\ \I \ I\I I \II11I \ 1\ \ 1`\\ r\ \` I \ `\I I\_ II O I `a\1\`,\\ I � - xI \` \ \1 �1L \\\\ II` 1 \` ; \\`` I \ `� I\\ I\\\I I i II\ II�II \ I' ' \ .sI I\ I III I I. 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II- ' I /\-/� \ _\x-- - \_-/,\1 i 1 5l/l / _ ;\- _�\ -_-�'/ - �q/ \ • \—\6/ \-_ _\ _ / S-\\ I 1 `- 1` -b1 1 II 1 \1 1 I l I OCO0•�=z• 7•'c-�o�'ioia a • '• b iE LOT I10 > L?T 9' CION O # 11 d Du E�vr3^ti�d>o�°±ar�i O�z > OTB x kvV 3 0 (n x vaZ(OOOTJJHa,LQ\5ip �L �UZ0dWjw�0NiIW��-/ � >QU00N> 0c p1 > SAN I n O W�ZROW>wOL Qm�0UUnO00�oj £gb OT-1a -LQT.6OTT OT 1A I1-L1$ �ozbtiTj aNTRA�CE ARDE sb n DATa¢¢OZROWwOE 0410612020 , O DRAWN BY R. COSTANZS O DESIGNED BY PLAELD . SHALLENBERG E 50'x p6\\,o\F LOT .LOT 3CHECKED BY CENTRPARK SCALE LOT29 Lyl\3 C0TAB 'LOT LANDSCAPE CALCULATIONS Tree Canopy LO27 Requirement: 15% of Total Site Area LOT 26 W Total Site AreSquare feet LOT Gross Site Area 873,479 Square feet Rec. Areas 40,125 Square feet LCJ 5U MPond Area 0 Square feetLOT 2 /W9 � Wetland Area 0 Square feet 5' LAN P CEMENT�£b Required: 137,041 Square feet -BO�1M®�/%/ ///DARY,IS EII Provided: 402,896 Square feet gRESERVfDYRF��K4Fk Tree Save 269,889 Square feet -L�v�SC'jP-E�,AtCAAYlO�Si/ CanopyBonus 67,472 Square feet '// RMW d Proposed Trees 65,535 Square feet (oCGARDw Street Trees Requirement: I Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage Street Frontage63Linear Feet Q wRequ27Large Shade Trees ired: Provided: 144 Large Shade Trees w Interior Parking Lot Trees LL W Requirement: 1 Large Shade Tree per 10 Parking Spaces wVParking Lot #1 Z) es2UParking SpacwRequired: 2 Large Shade Trees \\ Provided: Large Shade Trees Parking Lot #2 I EST4UE #2LU Parkin Spaces \ \ Required:2 Large Shade Trees \ III I 1 \\\1Provided: 3 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area it shall be Landscaped with Trees and Shrubs \1 I \\\ I IIII� \\ \\� OZp I I \1 I1 �7 Parking Lot #1 Parking Area: Square feet \Required: 283 Square feet 1\\ \\ \ \ Provided: 707 Square feet \ Q) Parking Lot #2 Parkin Area: Square feet WPO BUF\FER, TYP 1T' I \\ Required: 340 Square feet 1 1 'g Provided: 813 Square feet \\ \ \ \ I II 1 \ \ ` \. \\ \ \ 1 \ `\ \ \ ` `\ \ I I I I I Q) v ; JOB No. Screening N \I\ I \ \ i0 15 30 600 N n� 40919 Requirement: Parkin ores consisting of fours acesormoresae O w co SHEET NO. S screened from adjacent residential or rural districts. \ y; Provided: Each parking lot is screened by hedgerow of 35 Viburnum `\ \\\\\ \ ` \ \ \ \ \ \ \ \ ` \ ` _ ,' /// L1.01 L (\\\ III /I --———— — — I \ \ \ / \ I / �x on—' T— ' _" �, \ 1 � —/ ,\ill �-_-___, ,� - _ — � J -- — �\\ \\ \\ \\ / �\/ \ I � \\ %� \\ \I \ I` �• l '\I I /' \I\ �q 3 pp� l I I r\��don T—� -- —29'i _' \ `\ `\ LY� / I I \ I I \ \ / \ \ \ ` \ `• /—d`Jn ,`\\ \\ \ /� \ I II I\10�� /\ \ \\ \ \\ \\ \ \ \ J �• / / \ I, Y I / r/ I O I 1 II - - - - - - on % vs— — — — — NVS — — — ' ' / \ - / \ - I /) // / 1 - - - \ \ \ \ \ I \ \ \ \ \ \\ I . BITTERNUT LAN —NVS—� _ Lt—— - I - - - - - ------ \ \ I \��0 O \ --- -�—--_ - "------ -_—_-----------PLINEY ROA _ -- 1�n=-==t'Jn �'� =�i-- 10 ' �'� ' 'r --_------�_-_____�� — — — — — ---_ -----din___—`�d�Jn-- , sn_— I/ % I 1� \ / % 1' W 1 -- -_-_- - - - - - _ _� - - - _ _ - \ /_ -___� I/ 1 II I I I �� // a. - _ _ - - - - - ' ' V ' M 1 mac/ \�__ (6)/"`P / I \ \ (7jr-QB-- - -- ` \ \('trl\�A\\ \\ \ \ \\ \ \\ I(8)IQPI / / --__ ----- -(5' QB �� �\� ���� < r/8)��== _=`\ I J / I6 CPI I I I I 8 Qq \\: \\\/ O1 I I I I I I I I(� Couo tyf bemarle Con""11 too Plan CheMkt -Tolbe placed on Liss dscape Plana 1 11 11 I\ \\ \\ \\ \ \\ \\ \\ \\ \\\ \ \\ \\ \\ \ \\ ,\ / ,_ \ \-- -- - - - - - -- i / J \ P pecilleauow) (Handbook, pp tlt-281-t 11-297 for complete e 7,he ,llowlna Iran a andl be ah 0 1 Troes to be roved; ® Limits of clearing (ouLvide dripline of trees le be saved): ® Location and type of Protective fenci 0 Gradc changes requiring tree wells I - - - _ - 0Proposed trenching or tmrne68beyonthelimits ofdearin g. - - 2. MarrkillilL - _ - , ' ' / / ' / , ' l 1 / ' 1 I I I I I I 1 1 I I / / \ \ - - _ - _ _ _ - All trees to be saved shall be marked with print or ribbon n a height clearly visible to equipment ro I I - - _ - ' - - - _ - grading begin until the tree marking has been ins I I / I I I I l 0 No W pment operators. f ' / / � / / / / / I I I I � � grads shell EXJSTI NG MIX JJF I I I I parted and approved by a County lnepedm. /Fi"ARqWC70DS A�JD 3. P®te-(T'roansPtr"u`sderiovantio'nonafndmow protection measures shall be reviewed with ecmmetorEVERGREEOS TpREMAO on site. Eauidmr•t Ooention and Mn¢e: Hea ul men vehicular!raffle and storage of construction materials including soil shall not be v'Y eq P t. Permitted within fire dri Iinea of trees to he saved. P • , / / , / / / , , / / , / , / , / / / / / , / / , / / , i Soil Erosion and Stormwater Detention Devic • , / / / / / / I / / / — _ / ' ' C ® Such devices shall not adverse) affect trees to be saved. / ' / I 1 -EX. OVSR�' EAD- / Y UfiILITY __-- - 6. Flrea: Fires are not permitted within 100 feet of the dri hne of trees to be saved. EXfJVERHEAD ' ' / ' / ' ' / , / / , / / / / - 7. Toxic Materials; p ,UTILITY � / / / , / / / / / / � ' / / / / / , ' / ' / / / / ' , , / / � � ' / - ' � � ' ' � Toxic materials shall not be stored within 100 feet of the dri line of trees to be saved. & Protective Fe¢cin¢: �1N �dHO , ' , , , /' _ _ _ _— / — _ HO Tray to be retained within 40 feet ofit proposed building or grading activity shall be protected by fencing- O / / / / . / / / / / / / / l / HO T / •� %� �-d - and shall be inspected and roved b a County Inspector for to grading or construction. _' _� �HO % / /t— / (' - - - - - - _ \' Fencing shell be in place Pac approved Y b' Pc Pr gr g /,1H0a��/'HO= ,' / / // l / / I 1---- - / / 9. Tree Wells: Wi ien the ground level must be raised within the driphi a of a tree to be saved, a tree well shall be provided and a construction dctarl O ( t \ \ \ \ \ \ - - /� -7- submitted for approval. IQ Tree Walla: Whena�PP level must be lowered within the dripline a tree to be submmitted for saved, a tree wall shall be provided; and a construction detail royal. \ \ - \ \ \ \\ \ \ \ \ \ 1 1 1 1 \ \ \ \ \ \ \ I I I I / 1 / l l ' J / / ' c i� / ' ' / / ,' ' ' 11, Trenching and Tunndine: H B U R © R Q AD 1 I \ \ \ \ \ 1 1 I I I I / / 1 I / , _ / y / jt- = — ? \ ' , ' / I / / ' / / ® When trenching is requited within the limits of clewing, it shall be done as faraway from ibe !Woks of trees as possible. T®eling 1 1 I I \ 1 I 1 / _ / I I I % / ' �f — _ i �� - - _ - - �l \ / / I , ' ' / / / !order a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. OLD LYN (� 1 J o ,_ _ _ — / (PUBLIC) 1 1 1 I I I I I , , / / / �� �T s/ i j/ i /i�%i ,� `.���1�/1 i, , , , '/� 12. Cleanup: I I / / / , / / / /� i ' ' / ' � / , ® Protective fencing shell be the lest items removed during the final cleanup. 13. D•ma[ed Treaa: fertilization or other methods recommended b a tree spec alist ® Damaged 1ree9 shell be fleeted y by pruning, / \ \ \_ /� �' —� —I I I / / / , — / / LOPER S RESPONSIBILITY CONFER WITH THE CONTRACTOR ON TREE CONSERVATION /I11y�� / / / / , , - / NOTE: IT IS THE \' / / / " - / / E.BMP// , — — / /REQUIREMENTS. (DATE OWNER ATUR '-0 A�N to I I I ' ' - , ' / (DATE) 5i1106 Page 1 of 1 I _ , , — — ' /' all CONTRACT PURCHASER SIGNATURE \\`\ \A(I\O�MTN SUBDIVISION MOSBY MTN SUBDIVISION I O 0 20 40 80 o \ ` J / 1 • • • • O U) z �J �I� z O a � � � O O U in w 0 LZIr W _ in EEOO LU 0 000a INWWI W000 U W W W W � iy iy tY rn � DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE V=40' JOB NO. 40919 SHEET NO. 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(17) IV-WR// • DESIGNED BY \ f:•:•:•:•:.:.: V / \ \ - / - - - l / / / l 1 / • SHALLENBERGE • / \ \ \ \ \ ' } �4.: :f?c:�iiii.�.'.�.\;.�.�.�... .....`..ii.i . \ "Y .. \ - � � h / / / l I 1 CHECKED BY (1) CF � \ \ \ ` \ \ \ \� � \ (16) VD-C PLA_ : fE D........................... \ \ b i0\ / r -_- - _ \ - _ - - l l / / / / / l r I I 1 1 • L \- ` \ \ \ \ \ ` `\ ` \ \ °` ' \ \ ' --- -\: :::-:(..}j:.»•:':': ,>..::•:•:•»....: '.': <.:. \ \ \ \\ --_-- ____ l > .SOT 31 - _ c� / / / / , / / / / / / (3) AS 1 I I I SCALE \ ` \ \ \ \ ` `� \ � - - ...::G:�l�l�' 1" = 30' // 11 \ \ Q \ \ \ \ \ \ \ \ \ y (4) CF -_ (2) AS.: .-.-. '>::- ::::: \ / (3) AR \ a LOT 29 2 F \ \\\ \ �i �\ \ \ ` \` \ . \` w\\ \ \ M = g (6) CF(5) QB � �`- _ _ _ _ s _ _ _ / • , / / / / / /�' , / /, / li LJJ \\SEE LAR�iEMEN� ® \ \ '/ LOT 27 EXISTING TREES TO REMAIN GB BETWEEN OLD LYNCHBURG ROAD \ \ \ � COT 4 \ \ / / / / _ \ AND THE PROPOSED TRAIL,\`\ ` ` / c _ - BUFFER. SUPPLEMENT BARE AREAS, \ ` \ \ \ \ ` \ / / / 1 OT 2 \ r 1 _ /W'P�9-BTIFFERTYP INCLUDING REGRADED AREAS, \ \I \\ \ \ ' - _ \ \ � /. • \ I / - - - _ - _ / / d�c WITH A MIX OF EVERGREEN AND \ \ \ \ DECIDUOUS TREES. \ \ \ \ _ \ () \ \ \ \ 9£q Lu O\`\ \ `\ \ > qZ �^ \-� \\ \�-•,I 5/�- / �_ -- = j i%j//////////I I ` `a _ J a a Lu \\\i-- -- -- - `\`\\\\ \\o\\ \ \�'\ / \\\\ \ \ \\ �\-- _ _ •\y._ :jC.. / \ \ 1 / \ \ 3p lti5 - --___==�'/ /,/,/,///////I I I'I I I m -- ----- - -- - --- --\ \\ \ d' LJJ 1-1 S�zE �NLA�G�i\�1ENT w \ \ PNSHgT�L1.�4 \ \ \ -\- _ -�_ \ ` \ \ \ \ I I J - / � I I \ \ \ / / / / / I I I Z 0 a - Legend - Groundcover i Grass Juncus effusus a ESIOUE#2 y \ (J E) � Hemerocallis fulva Rhus aromatica I 1 \ ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT ® (HF) 'Gro-Low' (RA) I 1 1 I / -\ \ \ \ • \ _ _ \ /► / , / ` I I `� \ o \ \ DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE g o1\ � � ` � �, GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE �, a, v I Liriope muscari Iris sibirica I I \ , \ s - _ — _ - - _ \ — 1 11\ \ \ \\\\�.- \ ��" \ Szq \ \ PEDESTRIANS, TYP. _ _ _ _ _ \ \ \\ \ 11 I III I, `/ / / / - o 3 ` (LM) (IS) h \ \ II I I / / / ` \ I I I I I \ II \\ " \ \\ \\ \ \\ \\ \\ \ `\ \\ \ \`� I\ ------_ _ \ `\\\ \ \\\\\\\\\11\\\\\\\ \\\\1I111III I1� \ 111\ 1 1 Q) a O Perennial garden ■ ro Amsonia \ I \ \ \ \ \ (PG) tabernaemontana \ I I I I ' ` / \ `\ \ \\ \ \ \\\\ I' \ AT I \ \ \ \ \ \ \ \ 1 \ \ \\ 1 a \ \ \ ` ` \ ` \ \\\ \\ �-' z Panicum vir atum 1 s 3 g \\ \ \\1 \ / \ I \ \ \ \ \ \ \ \ \ 1 1 \ \ `\ \ \ \ \ \ I I \ \ \ \ \ \ \ \ ' 'Cape Breeze PV-CB =\ \ I I I 1 \ \ \ \ \ \ ` ,'"\ •• \•.'. \J\ \ \ \ \ \ \ 1 \ \ \ \ \ \ _ \ \ ` \ \ 1 \ 1 I 1 I 11 \ \\ \ o p ( ) p \\ \ 4 \ 1 \\ \ \ \\ \ \ 1 II 1 I \1 \ \\ \\ \\1 1 1 / in JOB NO. \ \\`\\\ WPO BUFFER, TYP \ \ 1 1 \\\ \ \\ \ \ \ \ \\ \ I \ \ \II 111 111111\11\\\\\\\\ \\\\\\IIII j1111 11 I =/ �l.J \ 1 I \ \ \ '* "» \ \ \ \ I 1 \�.\ \\ I I I I \\ � \ � \. \ \ \ \ ` \ 1 \ �� � \ \ 1 11 III \11\\\\ \\ \1 / I T, U \ Panicum Vlrgatum \ \ I I \\ \ \\ \ \ ; , \ \ �\ \ \ \ \ \ 1 \ N\ \ \ \ \ \ - _ \ \ \ \ \ `\ \ I 1 \ \ 1 I 11 11 11 \ �1 \ \\ \ \\\ \\`\11111111 /, , /I , N 40919 Shenandoah \I \ \ I \ \ *" \ \ \ \ \ \ I \ "o °° \ \ \I \ \ \ \\ .\I\ I I I \\ \ ` \\ \ \ \ \\ \\ \I 1\ \ \ \ \ \ \ \ \ \ \ , / / / / I / / 11 1 I \ \ it I l i I / 1 SHEET NO. \` 1 \ \ \\ ` \ `\ -� \\ ` ` \\ ` ` /// L1.03 L PLANT SCHEDULE QTY. I SYMBOL IScientific Name Common Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 17 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 6,749 25 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 4,875 7 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 98 17 PA Platanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 39 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 11,661 26 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,620 13 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,161 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 2,210 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 4 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 780 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CIF Corpus florida 'Appalachian Mist' Dogwood 2" 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 2" 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 Nysso sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 20 PA Platanus acerifolio'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,360 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 = 65,535 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 226 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FG 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. 37 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 17 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 29 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 8091 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) `I Perennial garden x (PG) Juncus effusus (JE) Rhus aromatica 'Gro-Low' (RA) Iris Sibirica (IS) Amsonia tabernaemontana (AT) e'T/\I \ I\A/ A Tr /� A nP r\ I P I A A 1 T 1 A I 1� P I A 1 JCALE : I'' = I U 0 (6) CO / (2) TO L / (3) CO / I INNER! 161100-Re-1 O�O,O ®�I �r FA / -------------------------------------------------------- —�- _I Y_J---- (226) CS -------- (1)AR (13)CO--------- - - - - -- - _... --- --- ----- ----- 9a,W�114w orC?ho`�V��d!O`?r!0��..��`0000`OoV 8v6'�+6.w.�wvp.olavar►Q.l�'�OOOOv0000000� (3) TO — 51 InM�ed' _ k71P�`c� , / ' /' / gmrii'N`)�' � �'^rym � — — — �jh1 e• ry'"M— is I (3) QN / _ _ — — — — — — / ,(3)TD� (2)AR I -- (4)TD--- - - - - -- 2 (15)VD-A ----- I" 0 10 20 40 — J �B10-FILTER PLANTING PLANFILTER PLANTING PLAN L1.04 / SCALE: 1" = 20' M E O N OV N C >E w vE LU a a o 3 t O L M Qa U m J —Lr; W O N v ga 0 � LL XE I n = N N = U > a rn y N a` M v OJ J vi 0 0 c� 0 0 x 0 w w V a Z 0 in of 0 0 a D Z ww 0 a O O � U U U w 0 0 W W LU o 0 0 0 0000 wwww aaaa W000 » » wwww rn � DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY 1SCALE AS SHOW %J T--1 LU r/ J J Z I W z > -i 7� QZ Q 0 W a w a > o �p W Z 0 LU U C 0 0 0 Cab b c � O V � N � N 4—i 9 4-J s v Q) _ Q) L Y N w V , t � V s_ s+ ro Q)<ui» JOB NO. w 40919 5-- w SHEET NO. L1.04 L-