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HomeMy WebLinkAboutSUB201900174 Plan - Other (not approved) 2020-09-11 (2)I — — I --� ��� /!i / _ _ /' i/'--�� / / // // / / �'� i /'/ '� / I / 7 SCALE1"=40' ________. ___ __---/--------- -- _ ___ _ _ _ _ _ •\ \---------------- \ c9 -------- ( --- _ �� -__` \ - $' ------- " / / 1 ___�______________ I- - a--- ` 1 I 1 \ \ 1 \ as �.e `V ® = 1 1--- \ - - - 1 OLD L 1(NCHB�IRG FFOAD \ i — e- a m I � i - ,- 1 J-- -�- —C \ I I I I \ \ 1 1 \-------�------- - \ \ \ -- — \\\- I I ------ � -� -- -1- t------\-- \ STAFEROUTE63\1 \ ----------- \ -- - -a < - - \ \ \ \ \ \ \ mm _ 50 SIGHT DISTANCE LEFT - 500' \ \ \ ` \ \ \ \4 \ \ _ 1+00� ` 11+50 12+Op \ - - �- \ - - _ SIGHT DISTANCE RIGHT - 615' e - + 21+$Q+: �i�_ME*_�y_ 12+50 F8+00\ - \ �1g+50 \ \ \ \ - - , - _ _ 1 +50 \ 18+00 1$+50 �19+00 19 50�- -�i� �'-•l•-�i�� ` \ \ \ \� �F,_�- 4 00 \ 14+50 /� — y ��90�-5� y�-�-�-�i�-*--rt�-���_ 3Ti� /_�,�_ _ / 11 I ' / 614- 7/j r4\ 485 �6 / I \ \__�-- ON P-ri-'�— �- T��R/ / ' / / o o + I OHp —/ / _ o� / \ I� / / /�IOHP / p / i / / / / �/ — OIlR , il� / / / / / .c9 . �- / / 500• :1n 510 HEIGHT OF OBJECT = 3.5—\ 505 505 500 _ — 500 SD -615' 495 / 495 f—HEIGHT OF _ EYE = 3.5' / I / 490 / EXISTING 490 GRADE / 485 / 485 l PROPOSE / / GRADE 480 / 480 / � J os 475 J 475 EIGHT OF / / 470 OBJECT = 3.5' i — 470 / / / 465 / 465 / 460 460 455 _ 455 450 450 0 50 PROFILE SCALE 00y CLINT W. Sy: ZCd 9S F�ETao�a� Lic. N4; G 9/10/2020 E H Z O u U LU w _O W W W OOOO U U u a CUL, a 222 K K K LU N Q O O � .y DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN �-1 V ) z J W ^ w ILL J O L U JJ w cZ W aLL Q > O O LU " rr_nn V M U) O O 2 D O V / 30B 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 0 / / vo \ \ I 1I 1 E \ v1 1 , 4 CD i KORYSTREET 9� — \11+50ucT- - - \ m� ----- - - - - -- 1 I I 1 1 \ \ \1 1 ` \ "� \ \ \ DSO 'l o \ \\��`\� �n L c j �Q , '�1 i4 •►'I'I, '1 iI I °I'I l yl\ \ ` \ \ \ \ \ ` ' \ ,` i I I, ', \I \\ i ; i-'I\�\\' \�\ O �J \01 \�WGP�v� 1 I I I III, I I II I IIII III I\ � p A\ \\ \\ \ \\ V A A \. GP I Tir I`\\\\ J`s�p i �Co• O! / '/ \ `JG/ X // 1 /. / \ I I Ilk �'I(\ i J I I I I III 1 II \ II \ m I \ \ \ I\ \\<l. i/ / / ' / // y \50 ,� \ I II IIII III II T� I /\ I II III (IIII \II IIII II \ \\ �'� // \ �UGP �\V'x\ 0,- I \ /-�- + ��'CQ2 g5 \ �-� - _ - - - - - - - - - - \ \ \ \ \ I t I \ \ \ \ 14+Qa�1� {�I O !� 00 1 /( / \ ' 1j, 11 1 III / � \ r � \` � i \\ i \\ , \ \ � \J , \ -37 /'/1 \\°•� �-//�- //\ I\\ IIIII,IIIII 'I III II I \ I I I ` ' / \\ / \ \\ \\ 1 �UGT ' / / \ \ cp 11 I I P II I UGT 4g0 I II UGT- G, I1/ I / SCALE 1"1I \ If 0 30 1 60 Fin 505 505 r-HEIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-20 — — � � 490 ROPOSED 490 BADE \ \ \ `s0 HEIGHT OF 485 \ N,'28 OBJECT=3.5' 485 480 480 EXISTING \ \ GRADE \ \ 475 \ 475 470 470 465 465 PROFILE SCALE 00 ,��pLTN pF �� CLINT W. 9S F LET a, Lic. IV 54380 4; Q 9/10/2020 ^� E 0 N OV N � > E v E w > . 3 � w w Q LL �O 3 ca LL ajU0M0_ z -1 — n m O rn ar>if�� a z F z v 30�Q w o Q= OIV-1 ti v V> 1O O W W W ~ U) i orn vM LU 000 a 00 > j H- Z� 888 aaa M O I V1 In V1 LU uj LU H- 0 00Q w N ry N m ^� a O v z O Ln 0 O DATE 10/30/Z 9 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (L.0 V J I —I I U) zLU Lu L-L > N ^ w L1 J A � LL pw w U m Z LI LL / O W Cn Q0 LU _ C O O �T i O U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 NEW HORIZON DRIVE TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1"I VERT SCALE: 1 "1 L 16+00 JOB NO. 40919 SHEET NO. C5.04 / (-- - - - -- 0 ` _dFTO _'. '/ i / i / / / / // / 0 ° FER A%n\ �\ \ \ \ \ \ \ �•' `\ /'////J V�p ••e.orogrr-a-o -0— - - - --- 420 - /A A L-.-' � / / / I I I I l ! 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I v/ /\-// /' / Gi,',/ _ /�'. ://i 460 460 HEIGHT OF OBJECT = 3.5' 455 455 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' DR.28� // 450 / 445 — — — — �� - PROPOS D 445 / GRADE / \ / 440 440 /EXISTING \ / GRADE 435 435 430 5 430 425 _ 425 0 50 PROFILE SCALE 420 1 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CARDINAL LANE TO NEW HORIZON DRIVE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 16+00 455 455 450 450 HEIGHT OF EIGHT OF OBJECT OBJECT = 3.5' 445 I 445 SDL - 38' TO END OF NEW HORIZON DRIVE / _ 440 EIGHT OF SD 2g0 � / 440 EYE = 3.5' / / PROPOS ED GRADE 435 435 EXISTING 430 / GRADE 430 / / 425 425 / 420 420 50 ROFILE SCALE 415 415 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST TO NEW HORIZON DRIVE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 00 r, i CLINT W. F .LET a • ;•off " Lic. N 54320 4; G 9/10/2020 AL ^� E 0 N Q N � > E v E w �. Q LL o 3 LL W G mat a_j U0M0_ z —� .. O rn al>ifo� a U 111 v z F v 3o'nx w O Q V V> 1O O W W W ~ S > N Q Q U Q U v MLUU 00 > j w F O O O aaa M O _ LU l U-i u 0 F O O O w rN O N O V O WLU H a O v z O 0 0 DATE 10/30/Z 9 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN �LU V J I —I I U) zLU w L ^ w L1 J A � LL pw w U Z WJ Q LL > O W Cn Q 0 LU _ C O O 2 O U) JOB NO. 40919 SHEET NO. C5.05 0 d 3 c �X o a" uz �0 s c � T F E a y c m m a0 0 c � 3 m Z m^' C � a � y F-2 0 2r o § n m c 2 Y J y V 0 CO L J m C ■ �8 E o c 0 a or c b 10 a 0 o � � o w� a� c m W 0 C p N nE c E F= L / Q o f II \:.. \ \ \\ \ \ \ / / I I I'.. -�' i �rr` rr/ / r / // / r l�l// �ii'/ �� �'---_ __- \\\ \\ \\ \\\\ \\ ��\ \ \0 �-/ 1 /l � I 1 1 1 \ ` <b1 \ \ \ � i r r � .� :•1 I •,1:'•.: 1 - -' /'i / / ' �� _- -- - i - i--�- �-_,��\\\\ ALL \\ \` � - \ \ / / 0 1 1 \ D`S \ \ i r r M�' 1 \ ` I e •.1 �..'. _ _ _ - r r r / / l /.i _ - - � � ' i i ' - � '/i � i i - - _ � � � \ \ \ \ \\ \ \ \ \� � \ � � \ � •. yJ 438 I r /`�/ o I 1 •,S6 I 1 .� r / l �, r i'J '/ '- - _- i i - _ _ � \ \ \ \ \\ \ \\\ \\ \ \ \ � _ `� � _ \ �\\ \I—ii -`� Q� \ \ \ \ Ip ti \ \ '\ \ \ i / /�' \�:�• I I \ \ - 'si9. 1 I i:• I•q6 �'� /S ALE1"=40'-7 I / // %-' --_ _ i - - _ \ \\\\\\ 0 40' Io 45 I I 1 \ 1 \ \ \ '.\ i � \ � per. \ \ \ \'' I• 1 « __ �� _ - -� '- '- �ii �/ ii� __- __ - -_ � \\� ����\ \\� \ \\ \\\� \� �_ � \ \ ' 1 \\1\\f42p0\ \ a\ \\\ ��j6 \ \ \\ gds ____--_ a�.\ \/ \ \\ 1 1 \ C \ \\ \A�s•.:.tr C.%O---_--- -� -' "-/�- 'i��'- �'i ice'/-_ - _ `��� � \��\\��\\\\\\\\�����`�`��� \\\ \ �" \� \ a \ \\ \\ _': �?- `�4\' �� o \ \\ \:. •.y�iS'.u�: \ to \ `tiF\� _'---- --- ---------�'-%��' 'i �'.� ��----- �� __-�\� \ �\\T���\\\\\�� \��`� \\\ \ JI q \\6mcl,_ I r' 1` I I o 160 I �� I I. l• \ 1 `) � / / / r ^.\.• -.. •;�:.; G�R _ _ _ _ Al - .,U �__—--------_ I o. � � •l,•a. •. / 4 r. o`�:�-�a.�� ST / / r /O '/' •.;, '1 ` � ..',c;\ �,.' \ \ .n;/�� l o CrI L .• ADO qu,2 ,'/ A,�f.r� �j�o ' a - O ,\': - a_ i� i / / _ — - /��� i p. \ 't. \ I � •i . q�S 430 r , a r• �� � a . :: \ N' _ � ' r , 10 JGfe /��C (ram l l l l � l l l /l l / l / / // l / / / � / -' _ \ \ \ \ a� .�::. �'/ � i / V i f �■ / l ': /':.:. / 1 I I . •.P 1 I l l / / / / / l �l / / / l / l / / / /l YA�� _ \ \ \ \ \ \ \ \ \ ,� \ _ � - - ' 1r1 / � / / / ' ;, CEO � v / /M / / / Qa'• �� / � /'.• 1 / l / / / l / / / / l I I I \ \ \ \ \ \ \ \ \ \ \. �' J / / I •.Ir'' vb ��� / y l / ` Q. .n / f , • / � / / / / / / / I I I 1 I 1 \ \ 440 \ \ \ 440 � / � � / N / .• / >:: :. �; . � � � / r / l � � / 43 I I 1 1 I I I 1 _ \ \ ` \ \ \ \ / / / „SZ ' _ :. / +' Iu / y r / / / / • / / / 446 67 I I I III II 11 I \ \\ \\ - / ��� •"460 J 2' S/ / ., r � `� X/ �_�J `' •' r / 2 / r r r/_/445/.. 445 � _� 459 •�'•' r rr s.'° / /r r r ,•F; f �! / / / / / / � / l 1 / I I I ` \ \ \ \ 1 I I I � 1 I I �� \ \ _ _ _ _ _ - % � ' - � / n. •: i Q h^ �'h '.. r / r / ' {% :.�' •1 / � / � / / / / / / � / / / / / / / I I I 1 \ \ 1 1 \ 1 I / q \ \ � � _ - _ 'i _ - � - - - / I � \l � � (, r U �✓ .a h b ° r / 6 ,; � ' / / / / / / • / / I I \ � \ \ 1 1 1 \ \ _ _ i _ - / � r L i � ' / C9 / 458 J /�h / / /•, / u. / \ \ \ \ \ \ \ / / _' \ \ \ \� \ _ _ _ - - -' - - /� � % / .. ..•.. `57 / � a \ I // / / .445: / / / .v. / / /'\ /SCALE 40' I \ \ \\\ \ \\\\�\ / - `\ _-- __-_- - - -- _ r _ y 5 447 �� I I. I 1 1 1 1 1 \ \ \ I i \ \ \\ \ \\� \\\\ �� - n� 45 ASIR ARS HEIGHT OF OBJECT = 3.5' 460 460 455 / / / / 455 28� / S�R / 450 PROPOSED 450 / 00 GRADE HEIGHT OF EYE = 3.5 / / / / 445 445 / roo/ HEIGHT OF 0BJECT=3.5' NOR\� / 440 440 OF.00 o ZZ SOS 435 435 / / / EXISTING \ / / GRADE \ / / 430 430 / 425 / 425 420 420 9+50 10+00 FUTURE ROAD T,5+g0 O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HEIGHT OF OBJECT = 3.6 HEIGHT OF T EYE = 3.51 18 C PROPOSED GRADE 0 50 PROFILE SCALE EXISTING GRADE \ 0+00 16+00 I CARDINAL LANE TOIWARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE �646*0404000 pLTH Lji ooi CLINT W. �� 9S F .LET a, G 9/10/2020 ^� E 0 N OV N � c > E v E w mi Q LL o 3 LL moo• j z w —,i O rn o ry {/1 U W a M z F 4. v 3:o V,Q w o Q= O ti v "" U> 1O O W W W ~ �N w 000 n 00 O O O � aaa M O VW1 0 F O O O w N ry N H ^ v a v z O 0 O DATE 10/30/Z 9 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN (Lu V J J I —I I w W LLL w J A � LL pw w U Z WJ Q LL > O �— W Cn Q 0 Lu _ C O O 2 O JOB NO. 40919 SHEET NO. C5.06 0 d 3 �X o n� �z �o s c � T F E E � a y c m A o. 0 c � 3 m Z m^' C � n � y F-2 0 2'§ o § n 2 Y J y V 0 0 m C �6 E o c 0 a o/ c b 10 a 0 o � � o m a� �N W 0 �o C p N n ;? c E F= L \ \ \ \ \ \ \ \\ / / / / �' \ ` •..: \ \ \ \ \ / / / / / / / / I I III -I/ / i / ' ' i - - _ \ \ \ \ \ \ \ \ \ / / / �/� /l�� i i /ii i �' — � �- \�♦ \ \` 1J � • A i \ \ 1 \ \ \ \ u� / / / / � / / / • 5:. � <, d' P / i / � j I /ice // i i i / i i \ � \ \ \ \ \ \ � • / / / .\ OS / / j _��_ � � i/ � i � \ \ • • \ \ 1 \ \ 1 1\ \ \ \\ � / // � � .` •� \ �''.:. \ \ i- _ - _ i _ �'� � ice'' � - _ � � � � \ LL \ \ •� CLINT W. • '•• �\ � I \II 1 1 \ \ \ \ ' 1 ; I \• 1 1\ \ 1 1 1 1 1 � \ \ \ \\ \ ._�. / / / \ \ / %� _- _ 'i / / - ' i � \ \ \ � \� � 'Z 2s F .LET a .\ \\ \ I \ \ \ q \ _ _ - _ \ \ \ \ \ \ \ \ \ \ \ L y �" \ \ \ I \ \ �o' i - txg9 \ \ Dom, �• ,SS ��f ••• I � \ \ \ ) I I� rl � \ \ \ S / � \� �\\ \\ \ \\ �\ •• '(NAL T' •• \ \ GPI / UGP —— \ \ � / � � � \ fib• / � 'i '/- _ -- _ - � � � \\\ \\ \\\ \\ SCALE 1" 40' '•..,.}.S I I \ 1 1 I I\ III 1 \ \ \\ •'•\ \ \ i ii - - \\ `� \ \ \\ \\ \\\ rn SCALE V=40' ` a .'•\.... \ p' ' . i'. 1 I 0 40' 80' \ \ \ \ \\ \ 'i i ' '� _ - - - - - _ - - - - \ ` ♦ \ \ \\ \ N m 1 1 ` 461 1 I '.:' a_. . p.. • ; .. p ... ..1„y. 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'.:. pF \ \ \ ti ' i i i �/ i� _ _ _ _ - _ \ ` \ \ \ ` ` E E \ \ \ ''......:\0% ....•.'.:• - \ 1 \ \ , '.: �... .\'.:'.: tit:' R`L \ x - tj \ \ \ \♦ \ \ '\ ..\ I I I..L. 4 ry t wJ—ai CI --77—\ — -- —� -- L�—rl r� 44 a I S I d 444 \' • _1' ` bb' - i i _ \ _ - \ ` \ \ \ \ \ \ \ \� \ tr X U 458B - .. .°::'..y., r; _y, „r \\�j� \ \ _'i _ _ \ \ \\ \ `\\` \�\\\ OQ �v 0��� " � I' - 'L.: I � x ''\ �\ b,' \` \ \ � S � ry z 2 2 2 f. ,.455-------- - 455 \ \\ _U'� o www Ds0 FPS \\ 1 \6� �y.. -- �'i _ - _ - - _ \ \ \ \` �\ \\\\ \`\\\ \\ ~ yON , 456 45 4 x 457 , \ C RDINAL LANE \ �O - / \ \ W O O O + IGH"f D TANCE I �„\ \ \ _ ., _ � Q\S \♦ / .6 ... ,. ., ;., ... � :. ., - _ - .• :a,.,..• .'.; 44 1 •'',: I 'p I - �' �e.y '�bh•�_`�h� '\,Tbh��hb \\\ \ `\\\\ \\ \\\ \ �F ��� CARDI AL LAN \ \G� / / 456 448447 ::'.t.:• 445 i I - N D\ as SI - - - ` / SIGHT DIS fANC ,�. � .. 5 1 p I � ", \ O O O / LEFT -2 0� � s � , 455 q S / \ \ \ � I I I I I I I I - _ �• \ \ \ � O ui w w w .. o I I � �< .:, 0 �\,�,� ,. \ \ 1 S�\ I I I I iRR6 — I I - C \ \ \ :n \ � FI � a G d p.: QS \� O y\ 002 .:• : ;_:o. � - .- : �.: ;. ;.,I FT ,. � ;r o .. 59 e / \ \ \ '-, 2• I I I � I `. ARD'El1 0 _ _ \ \ \ o 44b7 / { AS I I I I I I -� 'a \ \ \ \ •R.. I 1 _ W W W !q6 \ \ \ 55 4� l \ r a a d \ I 4 I I / \ \ \ S6 \ 4454 Sq \ \ \ d• �� \ �� i. I I I p \ Rg0 :,j Z) W W W S ` I \ \ 455' \ \ \ y p4 I , i O I / o 44 I I / / r1l\ 453 - \ � \ 1 I �``: / \ \ \ \ ` _ 454' \ i / IG T DI �A RI 28 '� 1 / v x 42 1 1 - T - - - - - c - - - 453. SJi / \ _ I I / _ - Y 0 bh 1 4Ag o 41' I I I / 447 w o O O 4' \ I O O Pg_ I I I I / �-^ \ \ \ �_ 45j...\ ` � � ^ -� '�" ..%::� - I ..� I I I I I I •1 / / 5 �� r � / \ / 4 w H �\� f I PV. O S AM S \ I I v< rn a .w7 2 / \ 6 / a / I I / � 0 4 \ .{ I / / O / \ - I DP`• I I C1 / / \ I / \ I J D DATE / o \ •: \ DS \ \ p .'• :L:� ): :'.•'•' .:::.. h \ '1; :.':: 1.:•:. \ \ \ / ��`''.' ' .'.r . ,D�.r 10/30/Z9 :. \ 460 2 tP / / O a 1p �.•' .. \'•' ... is=.. .. .tl :. E:•.. 1 10� ' _ �•i . / / i DRAWN BY ' / / / / / / / / C. GAYNER p� ��� �\ \ \ \ \ \ \ \ — rL \' \ \ / '• 4�. �O ' / / :: ✓ / ` - DESIGNED BY \ \ � \ \ \ \ I \ r ` � tr - - - I I _ -P� �4so _ � �c� 458 :.. '. ` � / a / , r a yh y . • C. SHIFFLE7T - - \ \ \ \ \ \ \ \\ � 1 \ 1 / � I ' \ \ ` - � / ./ / ih. � / .•../ \ / // / ./.. • CHECKED BY / \ \ \ \ \ \ \ �� \ \ \ J � � !- \ \ I \ I \ \ � _ j - i •, '' / v`no'. / 5 /• / / / 44T / / / F : F /.:., • C. SHIFFLE7T - - - _ / \\ \ \ C _ \ _ _ - ' ` \ i� 45 / / / 446 / / / • SCALE / :; • .,� :.; . t . y`I • AS SHOWN (LU 470 465 465 470 470 V HEIGHT OF 465 1 1 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 1233_ 460 460 OF i r-HEIGHT OBJECT=3.5' / / 455 PROPOSED 455 2 0 GRADE SQ r 450 - - 450 445 445 \ / \ EXISTING - GRADE 440 440 10+00 11+00 12+00 13+00 14+00 TOWNHOUSE PARKING TO CARDINAL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 VERT SCALE: VI EIGHT OF OBJECT = 3.5' 460 460 455 455 \SD\ HEIGHT OF EYE =3.5' - \ / \ HEIGHT OF 450 \/ OBJECT = 3.5' 450 \ / \ 445 i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' EIGHT OF SOS 465 ' 17, EYE = 3.5' 465 \ \ 460 460 PROPOSED GRADE \ HEIGHT OF \ \ OBJECT = 3.5' \ 455 \ 455 \ \ 450 450 \ EXISTING GRADE \ 445 445 440 440 J F—I VJ z W LL ^ w L1 J A � LL O Z w w U Z WJ Q OLL I— W no 7 0� W _ 0 C) 0 O T � T 15+00 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 LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 HORIZ SCALE: 1'1 O VERT SCALE: 1'I VERT SCALE: 1"=5 5 5 JOB NO. 0 0 40919 0 50 0 501 0 50 sHEET NO. PROFILE SCALE PROFILE SCALE PROFILE SCALE C5.07 L 0I 3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / f � I I l l l l / / l l I i \ °\ ! Y • \\\ \ \ \1\`/ \\\\ �\\(I\\ \ \ I\p \ \ \ \ \'\\\ \\\i\\ \/\ \\\ � : \` \ \\/ \1\\ \ I_\ \/ \� \\ �\ '\\-/\`/_ \-`,\ \` /\\/ \\ \'` / \I\\^ /\�\ \\ \/I\ \\-_�\ -o,\ -\ \�\\ ''\` \1-oI/\\ /f \ \ `\\\'/ \ \ \ '. /\I\ \"\ \/ / s�\ \`' \ I// \ /\/ \ \\ \ \\ \ / / \/I '\�\ -\\ \ .I \/ \ _// \\\ �\\ /\/ /\o\ '/\, , `_-, \ ' \\ /0 'r \ ,\i \ /0\�\ //�\\,\\�- /\_ 0\\ I \ \'\\`'0/ / _/\/- �\\ �\\ -0I\'\ _\\1 i/�\ i./p \-0 /. _ '\/ ^./ �/ �. \\i \/,\//, `/ \-\y- '-i./R/ \'p- /� 1- /\l \/\./ `�\ - /'i\- \\ i.\" I \ \// ' / I\ - //i- �`\ \\-\ I\ I /\ '/ -\✓\/ r//�\ �jir- p / \/' \_ //.. -\ I/I /, /_\/`� //�\/ - '_ '\�\^/ !/ ' /- `/\// '1 I ^/` '\' _/��^l-/ \ \_ , o/ ,-/ \ /// / \/'/// !\ y`_ -^'/ ` `/° \/ / I1 _ �-�'-/- -�- //- -/,I /1 '\_,°, - Io/\--/-�- /\�_ _I_ ' --' ///- �/I- -/_ �r// �'' �\ �.','/ '_/r-/IQ/i/I /' I 0 /_//- _// I/ A,��// �'T'i-/\�'- /5/-,///�/y / /i/// � ///' /- • / �/,\ / �// ///• i_ �•-/ • /-// ,/ //,//i/,/''� -'\ T//'/\/oj,/ /\/'/ / / '-i/- '•// i /�/�-////1//i� / /-//%/////r //_ /'/6////-/ 2 ii/-/// •//' ' //y/ /'i �/////- /i/,i// /'i�/ /// /'//////•/ ' /'/////'•.' /./ J / / /�l'%-/�-// / //l'4'/f/ /i�/ //%d/=///� //0/ i // ,, /,/' 6 '/'� //iI/,//I'/ /I// I//i/_//A' �/�///\ /' 5_ Nd/'i,II/' O///I,/-II,//q®/// I//.////I i '/'/lI\/�L/ /'l//////D1l // I/"� �l,//l/ L / ,l_ //II,/q// //////� / / // �////// /// / /I/, / ////,I/ / l ,i lg,// '/ ' l //////�// // /I' i// / I�'/ / a/,/ / /1 Ir/,/'//i/ 4aaI2�./,I O/ �0\/ I,/l / 2/l1///A0I I /I/IIII1l'. // II/II0Il/ IrI I/1 I/ /II ,= /`► 1�/l,//t/1 l_//,OIl_- (-, lI1\ -I1/II 1 /11I\ S I1r/ 1\ 12/ v , r- �1\o '/0,4 �/ // I/ _ / �I f\ %`/,/-iP22/-\0/Q6iOy' 8ce8` I �/8 / ��\/l i/�0v 6 ,./�// /, - 0/ 8//,. \\/ ♦�/l �// 7//// Q//,/- 1/ i� /// I1d1` // ! /,2 1b '/ T'-// // /l_/ d////AI //b/ c/ `,b� p/ �~// //1I�f //// ° //. .�' * � //`/IL', // / ` \ ', 'II / I /� 4/ 4l1-/-0\\2 _1 >8 /l' _ r/If�n -//1/� / /_ \/l 4 / _ / , I l 2`f2��l4I _yl1I 1�02. 21 \A \ I 22 42\2 6I \ 1/4t\ IA\ 5\,`n1 � 1\` 3 ��1` \ \\ / 12\- ^ \32\ 2\ -I12I 6 "ti2\i ► AI2I 1 \ 1I \/\ +'/Ti '�'fi\/,\//\ f�` /\=�\/\ \'�; \ // _�I\/r' \�,. ;\ \/\'� ,\ \'-\_\/\\�//I,\-\ '`,�\/.\�'\ - \ \ � /�\-\. \- ' y�-\1�_ �I 1 I /-\///�-' Q \ ��1 /► /ti�/j-/II/\ / I �\�ti/~II\ IIyjIlIr � I I I\�/ -IIiIII/�/� Tam\f%I1 l-/I' /'`// / I 4/I �\/* /���/�/\iI/II\ //i I' �♦\ ,�/ I�\�II\i //II\\V-'\/I II / S III1\`,����VVV g\',\ /1/Il _r♦l c'�'\1�/A/1���//, 1\_I\/ / �V\ // �/1/ i ���/\ Ij/! /j///L' �♦G--�/3k �\/�R\/i - j \ // //i- � - - -ce\ \ \ `\ \ \ ` \ ` \ \ \\ \ \\ \ / / /// / / /// / I 11 �� \o 0 e 44 I I I - A I / o\ \ /o// 47R€ADBUEFER a0 PLAJl\o ppa VAT/0N AREL \o o p \ mt /W.OAK\ /' I ///// ,.p`. ' /i J`--= ° `-ROAV , `NCAMO- \ -/�R \/\ \ -r-/ -► E 0�� 0 _ - ' MAPLE p-- °p ' - r �// --- 0/ o 142 -OAT - 14 ° // °o pop o o° pO°/ °oo°o°ooUGP�®i jo /o° °- , ` �,/ �7/ p 21 1 11 10 e 4V / o / Of f0GP/-/ o /242 1 / to /25. Al I I / ♦ Lo \ o\ i / °°% � / /\ a•\\^l- - ! \` .- ' INLET AREA C INLET AREA C 106 0.06 0.74 160 0.14 0.73 108 0.05 0.69 162 0.08 0.74 110 0.03 0.74 164 0.10 0.77 112 0.18 0.77 166 0.02 0.77 114 0.08 0.70 168 0.02 0.78 116 0.16 0.66 170 0.16 0.65 120 0.23 0.48 172 0.24 0.72 132 0.10 0.76 202A 0.07 0.73 134 0.28 0.56 204 0.07 0.72 136 0.08 0.72 206 0.12 0.75 136A 0.05 0.65 208 0.14 0.76 138 0.04 0.74 208A 0.19 0.69 142 2.87 0.42 210 0.09 0.70 144 0.09 0.74 210A 0.06 0.42 144A 0.13 0.72 210B 0.03 0.78 144B 0.12 0.72 212 0.03 0.78 146 0.15 0.96 214 0.06 0.73 148 0.07 0.74 216 0.14 0.79 150 0.17 0.65 218 0.20 0.47 152 0.13 0.74 220 0.04 0.72 154 0.10 0.73 222 0.05 0.72 154A 0.08 0.73 224 0.06 0.60 154B 0.08 0.71 224A 0.17 0.73 156 0.11 0.73 224B 0.26 0.57 158 0.13 0.74 226 0.12 0.76 INLET AREA C 226A 0.20 0.68 228 0.06 0.77 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 0.77 510 1.10 0.41 600 2.35 0.25 NZ ol\ ---- - / SAN.MH LT\� y% - \\ - - ` \ \ -(�UATERTf6HTJ- " \\ \l1(ATZO�ANFPAf�Y ySEWERS / n] SCALE 1 "=50' ` \ \ TOP = 398.1�D.,B\298_4 p. 688 \ `\ 11.=391.8 1 \\\ �� o� \� \`` \\\\ \ `-- j / / i/'/ 4 \\ \�.� 0 50, 100, 'IEEE/? \ \ L0.=391.7 \` °° °°°° \�ps9ro\\\\\\ ---' / ,- i KEY PLAN 66*04040 t,tNUTH Ljo ooi C i CLINT W. ly: �Cz25 FFLET a, ;A� Lie. N S13ee 4; :rjt� 9/10/2020 �44 -'roZoolUNAL to ^� E 0 N OV N � > E v E w Q LL o 3 LL W 0 m c�jUaMD Z w - n O rn o ry {/1 C7 W M zF I. 4. v �a 3o nQ w U) V> O W W W vM LU 000 > j w F Z� O O O a G d 0 O = V1 (n UI 0 F O O w N ry V ti H a v Z 0 DATE 0 0 am 10/30/Z 9 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' (LU J I -I I W �^' a LU I..L J 0Q mLU co W QLL LL. w z Q 0 O W " 2 0 U) 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C6.03 L -------------- _ I \ \ l ----- � -- --- / / / / _ / I / / / / / / / / / / / r / --------- ----------- ----i- _ I I 1 - - / - - - / -- to` -------- \ P�WA -41 \ \ _AL t <------- /� \ \ \ \ / / _ / / 1/ �' J-' \ l _� / '/ / / ' / ' // / l / ' I r ! / 1 I I 1 I F----I----�- --------t--- T \ 1 \ 1\ ---4 �- - _ /-\ _� �� CLINT W. Z i \ _ /x/N \ yi - - - %- - '/ - - - _ ____ ---------- - - I- ---- ------ - - , _ \ \ _ / /' w '' I / '/ _ _ _ � / I I I___ ___ a t I I 1 \ D \ \ / �_ •v 95 FFLET > 1 / , is ��-/ / / 1 t I I \ D LYNCHFU____ R \ �, s • • - - - - _ / �/ r / 1 _ \ t \STA7 c ROtlTE�531 i : : ` - - - ,-194.47, \ \ \ / P o �_r /� I \ 110. 2' R • lU - - - ' -• - ` _ _ ` - I / ' / ri `Y �c _ • /- _ _' - 1 r- �- -- 1 - - -i- \ / //' \ _ _ 'o Lie. N . S43f! 4• 'i♦ - - - _ = 1 0 - _ _ _ / ' - / / �TATERO�ITE �31 I 1 --- - / % fiy! _ - _ • • J�, . / / J / / I OLD'LYPUCHBURG �2OAD (VARYIN2S\R/VD�VV�I�/_ _ _ _ - _ - _ - /10/202 : 48 - / / _ / - _ _ _ _ _ _ - / J 4 \ YI/)G R/k WlbTH) \ \ \ \\ \ \ r \ \ \ \ \ - ` \ \ \ - \ g G`,• NAL -/�\`\r\�\ _/ _ �_ --'1\ 48������•� \£7 _ - / -c4 / _ ULVER • Jy �rEis=rvL eS- / / ✓ / / / / / / / 1 I / / / / / I I / / / / / /�-� OkIP�� =>' .��_ w`a try _j-`��3P/F'- _^.c i / 510 U011 508 / / /// /l /' \ �'-_----_l / /- r/f•� ii --`/ /ice-_--� -/ // �4 g°I--`-/ / O / _ _ / / rn -OH -t_ - i'_ r N c - / u _ 10 �/ Alr€Ir cTrrrc / / / / / r / r / / / / / , / / / // / i / / ' ' / r / / , / / / / / THE s rvc/s / / / ' ' ' v E / W V #71/ pi9� _ f < wim /N \ �� �, i� _-- / - , I I I I 1 I I I I I I/I1/ / / / / / / ' / / r / J I r / OQ �"r O I I / \ \ / , I I I 1 1 / / / / / r / / l A = c N Z I \ \ I N /' / / i/i I--_'-__ - 11 II I 1 1 I I I ! f / // / /' ,/ ' / ,/ / I r / / I �i*' I l l /' 1� ' /� F ¢_ 01 O _-'//,i / - - -- _ _ / f l I \ 1 I I 1 I I I P / / / I I / 1 \ 111 crn V) \ \ \ ! \ cn / ' // / i _ 1\ t 11 11 t I II l 1 1 I 1 I I I/ // // // / r' 1 \ 1 \ 20 I 1\ \ \\ I rn v M. 0 0 0 I �\ \ ' i'� ---- _ 1 1\ l\ 1 1 I 1 1 1 I I I / I Q9 \ \ I N n� ? _ __/ 1 \ ` \ \ I I 1 I I 1 \ O \ \ I I \ \ _1 O00 INSET \���'\`� - ---- - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1 I \ .\ \\ \ \ \ I I/ \ \ 1 \ CID R r / /LCILJ - -_ \� a_ -1 \�� I 1 I 170I '/ ///�'- -_ \\�\�\\ \( 11I I 11148 I I �_; -____/ 7\��i\\\\��`� / I I L \ \ \ \\ \\\� --- �\ \ \ I I I I I 00 \ \ �__- _ O ��� _445- 162 168 \ - w NN^I / / / / / /// / / -�� ♦ - i / l \ \ \ \ \ \ I I \ \ > w 00\ 1, \ ��o 450�`'- -�No �r�i 150 ' �� 168 \-- ,-- - _ rn 1 � • 4 475 \ I I -- 146 I ♦ / _ - // _ 152 ��` 162 166 ; --- '` DATE -- - - -- \ \ \fty I - - - > Aftft;, y � v i��� ��s.� � � 103019 Is ' - 158 '� V, , „ 600----------- -I/ > DRAWN BY ��� 154E A,.154 ♦ �00 60 I - - - 100 C. GAYNER 154A i 1 6 I - - , �_ � � \�-'' _--�- DESIGNED BY ----...IT_- //r_ I �--- • \ 1 1 t 1 I I I I 1 x \ \ \ \ -- C. SHIFFLETT \ \ _ // / / ♦ j�� \ \\ -J/ /- _ • =__----'�; OA 56n// ' %/ ♦,\`"'-L \ , \_-----�'i= i-.--,��_ • _ _- CHECKED BY \ \ \ \ \ \ 4A ' _�'' - - - _ - \ '� - 1� �I \ I \ �1 _ / I / I ► `/ \ ♦ 1' \ \ _ _ / • • C. SHIFFLETT BEECCULVERT y 1/ f" I /� \ �� I ' / �' I I I \ \ �, _ - - - - -.I - - - -_0G - - - SCALE 10 \ 4 .) / � / � � �� _ � - - - _ _ _- - - _ _ _ �.: - -\/� � I ✓ T , I 1 , 1 , 1 (L I' - \ \- -, / / ♦ �� \I \ V'� \� - - - - - // '�\ � ` � ` � - - I / / � - \�I L _� J • I, 141 ' \ _ I i� _ ``-�`��� `\ - b V ♦ I � l � l ♦ �/ ✓ - - A -_� A - - � / /� / �/ l 1 I 1 I I I / \\ / ♦ I I 1\ I I K I ! \1�+• / - - - - - �'- /� / I _l / / �I j1 lI ( I /I - _ ` ` ' / = -UGP - ���r�r� - -(1GP= = _ - - - - - / - - - - - _l-_ - y4' _1; • TI / / ♦ \ \ \ 1 1 I I /` /� / �� ' _ - _� _ �' ' U�f-- ii7' �' -T _I- += UGP j - ",♦'- = (trra _ T/GT 138 \\ \- \ ti I \ J ♦--------- �� _ / / / ITTERNUT�E-\-----_ - -- - - J - cam- _ --- 1LU _ At 136A �, 1'3 \ \ \ \\ \ I 1 /� ♦ \ 26� 1 / ' / l fSAN- - _ �SAN- �,��L� mm\ "m t =/ \ice t' so -/- _ I7� ------ ---- 1 1 14 \ 'A \�v ��* 6 \ ` W.OAK\ ) T\ - \ 11 ♦ \` ' - I - - - --� J I\ \ \ \\\ \\ \ \\\ \ \ \I\\ \-` \\\�� �\ \`\ \� `\ham /`_I \ \ \ \\ 1/ \\ \ \\ I \ I 1��� / �/ I ``` I ��UGP / - iGPJ _ UCi� \ \� \ \ .. �/ _1 I\y(� \ S)CAMORE \ \1T1 I \I- \ \ \ I`---� r I I I/(I I IM\ '� ---� I-_ \r- - ,I V\ \\ x� I I--- -/o? 1 f\ \ \ \ \ \ \I II\ �� _ - _ / -�'�� I c) // INLET AREA C INLET AREA C INLET AREA C I L-1 I ❑ 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 Z \ \ \ / I \ \ \ \ \ \ \ \ . ♦ , _ - - -uGT - UGP_ - - I _ Is 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 J \ / 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 ANN--- J \` MAPLE \ / c C \ G g / \ \ \\ \C \ - F7 ,___ _T / 1 _ 4- \ - - / UG »>lll 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81 _ I \ \ \ ci - L� _ �- _ - 143/ /I T�G��I\I_yr �� \ / / \ �/ ��\ \\ \ ___----- /--____ '---_ ' 114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 W ` / I I I -- _ n 1J / -��r �l� f 1 \ /�/ \ \ \ \\ - - // 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 j t T / / / / I / \ �\ - - \ / - \ \ I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 w C / / / ' '/'/��j \ \ / ♦, \ _ - - _ - - - -- - o , i 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 CGC , _ ' ' \ (� 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 Q G 1 214 1 r- - I ' ' r y / % / ' / /// / //�� / ' ,r \ / 1 , / / / Jr� \ ,y _ / I / / ' - - - 4�0 v \ V I 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 O w 1 ♦ ♦ L I / /� ��/ / L �✓ _ - _ - J/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 mac` - / - - - - \ / / / / I /.( 7► ' r \ ! ' 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 00 _ _3= _ �,, \ \ \ \ / / l �/ / i , / /� I �/ / \ �i►\ / / `d ' ' -/ 'i / i ' , - \ \ \ \ \ \ / ' _ ' ` - _ �� _ _ , _ , i _ 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 > LLB =M��a:/\` 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 W \ UGP - - / W \ �, \ / \ \ \ \ _ - \ _ / / 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 z Q 1 ®\ ♦ _ 1 I � �a-•r ��r ��_!�\-- % � ',/'/' /-'' 1\ \ \ -- ,,',�;,'-- � � 220 222 -1 \ \ 1 y�( i� �V- I \ \ \ \ / / _ - \ \ \ / _ _ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 C� 232si==���%��s�� \ c '� / - _ J = �I W G 0o� \ /'_,--\\\ \ \\ ---` ''/,' --_ 144E 0.12 0.72 212 0.03 0.78 416 0.08 0.50 Ii - �} / / _ \ \ / _ 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 - -00 1 1 I I I 1 \ ` _\ \ ` _ _ _ /` / / / - '_ _ \ \ \ \ \ ` - - - / ,_', - - �� - 148 0.07 0.74 216 0.14 0.79 418 0.09 0.68 Q 1 I ��,I I \ \\/ \\ \� \ \ ^, \\ _---' -/ /' "/ /,' \ \\ \\\\ /`\ \`----- ///'�' '' / ','�' / - 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 (-- ♦ ` / l%/ 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 in r T jl 1 \ \ \ ♦ I _ _ \�� \ �i� ' / /'/' \ \ I 1 a \ \ \ \ ( / I '/ // // ' / - 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Z`d 9S F LET a, Luc. N s4320 ,4r rj 9/ 10/ 2020 4� m E 00 M U N � N C *0 a E w ,. F- 3 w w Q LL 3 LL �w 0 UDo �� Z w — L6 O rn ULu z0 vIT v 30� Q w oQ O v V> 1O O W W W om vM LU 000 00 > j F Z� 888 aaa O W W = W M 0 000 w N ry V w H r-4 r-4� a v ko- z 0 DATE (n 10130119 O DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU Q I� I (n 7 z 0 CW j Q GLU c ^ L J oz w Q � � U LU Q O LU W J Z z Q= O W " C46 0- C) EL 0 0 �T i 0 U) L JOB NO. 40919 SHEET NO. C6.05 LD-229 PROJECT: Southwood Redevelopment -Village i Designed by: CG PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CIS 46*0 0000� STORM SEWER DESIGN COMPUTATIONS LOCATION: HYDRAULIC GRADE LINE ANALYSIS ��"N 6P Op 0� Checked: •�• %�� COUNTY: Charlottesville Checked by: STORM FREQUENCY 10 INCIDENCE PROBABILITY 10 Year • VA ! UNITS ENGLISH ��� � CLINT W. zZ DRAIN. RUNOFF CA RAIN . / 9S F LET a, C• S �o Lic� ee spa '� . 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RUNOFF INVERT ELEVATION LENGTH SLOPE SIZE SHAPP Number Ca aci P tY Friction NORMAL FLOW FLOW TIME INCRE-ACCVM NLET OR JUNCTION STA. NV 62T F1. OUTFLOW PPE DEPTH OF FLOW OUTFLOW PFE OUTLET WATER SURFACE REV. OM. PPE W (n/mm) DESIGN O6CH. So (CFG/CMS) LENGTH FIFE Lo (Ft/M) FRICTION SLOPE, Sfo (Fi/FT) (M/M) FRICTION LOSS Nf (Ff/M) JUNCTON LOSS SURFACE FLOW Adj. ttt 1.3 Ht (HIM) Inlet Shaping? YIN 05 Ht (Ff/M) FNAL H (FVM) filet Water Surface ElOvetiOn Top Of MIT Top of Inlet Hev. APR20X. Adjustment? VO COntr. HO (Ft/M) W VF22g HI (EcDn) O35'MAX. (V@Rg) SKEW Angle K BarM H (Fl/M) Sum HE (FLM) (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 1.25 431.910 15 2.355 14.12 0.00118 0.017 5.128 0.102 0.000 0.000 0.000 0.0 0.00 0.000 0.102 2.355 0.133 YES 0.066 0.083 431.993 432740 O.K. NLET STA. NVERT a_ OATH OF FLOW OUTLET WATH2 OW_ PPE DESIGN 06CH. LENGTH PPE FRICTION SLOPE Gfo FRICTION LOSS JUNCTION LOGS SURFACE Adj_HI 7.3 I°let Shaping? 05 FINAL hlel Water Top of MH Top Of COMr. Hi (Ron) SKEW Uentl Gum NLET OR �AINCTpN STA_ NVERT d_ OUTFLOW PIPE Ot3'TH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE aEV. OW. PPE Do (Nmm) DESIGN 06CH_ Go (CFS/CMS) LENGTH PPE Lo (FVM) FRICTION SLOPE She (FDFn (FNM) FRICTION LOGS Hf (FVM) JUNCION LOSS SURFACE FLOW Adj Ftt 13 H[ (FOM) Inlet Shapitgl YIN 05 FIT (FVM) FINAL H (Ft/M) Intel Water Surtace Elevation Top of MH Tap of Hlat Hev. AFiROX AdjustnenlT VD Cnntr. Ho (FVM) V. VF2/2g Hi (Expo) 0354MX (VR/2g) SKEW Angle K UerlO H (FVM) Sum HL (FDM) 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 16 17 18 19 200 414.000 202 414.000 2.00 415.fi00 24 1fi.918 67.55 0.00496 0.436 15.370 0.917 10.956 1.864 0.852 0.0 0.00 0.000 1.569 0.000 1.569 YES 0.785 1.221 419.143 432.800 O.K. 202A 427.230 2.00 428.830 24 16.918 3fi.60 0.00498 0.182 10.956 0.468 10.907 1.847 0.647 0.0 0.00 0.000 1.113 0.309 1.113 YES 0.556 0.739 429.569 433.060 O.K. 204 428.060 2.00 429.660 24 16.609 60.11 0.00480 0.289 10.907 0.462 10.755 1.796 0.629 0.0 0.00 0.000 1.090 0.316 1.090 YES 0.545 0.834 430.494 434.610 O.K. 206 429.680 1.25 430.680 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 0.608 0.083 YES 0.041 0.044 430.724 435.040 O.K. 2088 429.870 2.00 431.470 24 15.726 67.67 0.00430 0.291 10.755 0.449 10.611 1.746 0.612 0.0 0.00 0.000 1.061 0.226 1.081 YES 0.530 0.822 432.292 438.330 O,K. 208 431.320 2.00 432.920 24 14.875 53.99 0.00385 0.208 10.611 0.437 10.477 1.704 0.597 0.0 0.00 0.000 1.034 0.657 1.034 YES 0.517 0.725 433.645 437.640 O.K. 2708 432.500 2.00 434.100 24 14.218 88.24 0.00352 0.310 10.477 0.426 10.471 1.703 0.596 0.0 0.00 0.000 1.022 0.109 1.022 YES 0.511 0.821 435.153 440.330 O.K. 210 434.430 z.00 436.030 24 14.109 55.42 0.00346 0.192 10.471 0.426 10.391 1.677 0.587 0.0 0.00 0.000 1.012 0.372 1.012 YES 0.506 0.698 436.728 441.830 O.K. 212 435.640 2.00 437.240 24 13.737 28.01 0.00328 0.092 10.391 0.419 11236 1.960 O.BB6 0.0 0.00 0.000 1.105 0.155 1.105 YES 0.553 0.665 437.885 441.850 O.K. 214 436.300 2.00 437.900 2d 13.582 35.68 0.00321 0.115 11.238 0.490 10.919 1.851 0.648 0.0 0.00 0.000 1.138 0.274 1.136 YES 0.569 0.684 438.584 442.160 O.K. 220 437.280 2.00 438.880 24 12.173 98.78 0.00258 0.255 10.919 0.463 7.715 0.924 0.323 0.0 0.00 0.000 0.788 0.358 0.766 YES 0.393 0.646 440.520 445.620 O.K. 222 439.850 2.00 441.450 24 11.615 31.18 0.00243 0.076 7.715 0.231 B.B86 1.172 0.410 0.0 0.00 0.000 0.841 0.248 0.641 YES 0.321 0.396 441.846 445.230 O.K. 228 440.230 1.50 441.846 18 8.252 31.70 0.00550 0.174 B.fi86 0.293 9.104 1.287 0.450 0.0 0.00 0.000 0.743 0.278 0.743 YES 0.372 0.546 442.392 445.590 O.K. 230 440.860 1.50 442.392 18 7.974 49.76 0.00513 0.255 9.104 0.322 8.903 1.231 0.431 0.0 0.00 0.000 0.753 0.660 0.753 YES 0.376 0.632 443.024 447.fi20 O.K. 232 442.400 1.50 443.600 18 7,314 18.43 0.00432 0.080 8.903 0.308 7.716 0.924 0.324 0.0 0.00 0.000 0.631 1.087 0.631 YES 0.316 0.395 443.995 448.710 O.K. 238 442.940 1.25 443.995 15 2.069 97.80 0.00091 0.068 7.370 0.211 6.820 0.744 0.260 0.0 0.00 0.000 0.471 0.411 0.471 YES 0.236 0.325 446.219 450.990 O.K. 240 445.970 1.25 446.970 15 1.658 64.67 0.00059 0.038 fi.920 0.186 5.638 0.494 0.173 0.0 0.00 0.000 0.359 0.317 0.359 YES 0.179 0.217 448.222 455.500 O.K. 242 450.560 1.25 451.560 15 1.341 69.92 0.00038 0.027 5.636 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 NO 0.160 0.187 452.271 456.900 O.K. 208A 431.550 1.25 432.550 15 0.671 29.71 0.00010 0.003 3.574 0.050 O.OW 0.000 0.000 0.0 0.00 0.000 0.050 0.671 0.064 YES 0.032 0.035 432.585 436.730 O.K. 210A 435.030 1.25 436.030 15 0.136 32.00 0.00000 0.000 2.250 0.020 0.000 0.000 0.000 0.0 0.00 0.000 0.020 0.136 0.026 YES 0.013 0.013 436.043 440.260 O.K. 216 43Z290 1.25 438.584 15 1.188 28.69 0.00030 0.009 5.429 0.114 6.118 0.581 0.203 0.0 0.00 0.000 0.378 0.587 0.473 YES 0.207 0.215 438.799 442.790 O.K. 218 437.960 1.00 438.799 12 0.608 20.39 0.00026 0.005 6.118 0.145 D.000 0.000 0.000 0.0 0.00 0.000 0.145 0.606 0.189 YES 0.094 0.100 439.064 443.880 O.K. 224B 440.680 1.25 441.846 15 2.652 49.49 0.00150 0.074 8.052 0.252 7.106 0.784 0.274 0.0 0.00 0.000 0.526 0.889 0.684 YES 0.342 0.416 442.632 446.820 O.K. 224 442.370 1.25 443.370 15 1.504 155.42 0.00046 0.075 7.106 0.196 3.467 0.187 0.065 0.0 0.00 0.000 0.261 0.922 0.340 YES 0.170 0.245 448.096 452.830 O.K. 226 448.080 1.25 449.080 15 0.582 30.79 0.00007 0.002 3.467 0.047 0.000 0.000 0.000 0.0 0.00 0.000 0.047 0.582 0.061 YES 0.030 0.033 449.113 453.340 O.K. 234 442.870 1.50 444.070 16 4.314 67.04 0.00150 0.131 7.716 0.231 7.140 0.792 0.277 0.0 0.00 0.000 0.508 0.598 0.508 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 0.196 0.000 0.000 0.000 0.0 0.00 0.000 0.198 3.716 0.257 YES 0.129 0.296 446.280 450.140 O.K. 224A 442.150 1.25 443.150 15 0.645 30.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.000 0.050 0.645 0.064 YES 0.032 0.035 443.185 447.310 O.K. L PROJECT SouthwoddRedeveopment-VillageI ROAD COUNTY Albemarle (Zone 2) CULVERT 501 VA NOAAStation Charlottesville HYDROLO GICAL DATA Method: INPUT Drainage Area: 3317 SHEET OF UNITS ENGLLSH CULVERT DESIGN FORM LD-269 ,R: DATE: IR: DATE: Roadway Width 28.7 ft ROADWAY ELEVATION 456.53 It Road Length 100 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Shkk. Elev. Lt. = It Shldr. Elev. Rt.- ft DESIGN FLAWS ELHWd= 454.54 ft �-- ____-Z_._________________________,______________________ _____________ R.I.(years) FLOW(cfs) Els€ 452.94 ft HW H 10 Design 8.23 Eh= 452.86 ft TW DEPTH 0.27 ti 2 Check 6.43 L= 121.9 ft - ------ -----__ Stream Bed '_'_'� TW TW VEL. 325 fps 25 Max 10.35 S,-7.88°l _ DEPRESSION 0 in. "-'---------------- Channel Brv.El.. 44325 ft CULVERT DESCRIPTION: SKEW- 0 0 "n" Bed 0.013 Elo= 443.25 ft TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth TaperedInlet Throat TOTAL FLOW Q cfs OW PEF BARREL QIN cps HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single/ M ultip le Confomilng/ Broken Back Culverts HWi/D HWi ft FALL it ELHWi ft TW it do It (dc+D)/2 ft he ft ke H It ELHWo it MATERIAL SHAPE Size (in) N Manntugs It Concrete Circtilaz 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 027 1.11 1.31 131 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 1035 10.4 1 1.31 196 1 0.08 454.82 1 0.30 1.24 1 137 1.37 0.20 1.82 446.43 454.89 15.91 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROADWAY O VERTOPPING: LENGTH Elev. r 0 SKEW Channel Shape Triangular n„ 0.035 Discharge cfs Elevation it Flow depth It Velocity fps Shear force PSF Roadway Width. ft 287 Overtopping Discharge Discharge cfs CtS Overtopping Elevation it Bottom Width, ft Side Slope Lt: (H1V) Side Slope Rt: (H1V) Channel Slope, Wit 0.00 S dace Type PAVED 50.00 Design 443.52 0.27 3.25 1.42 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 iMax. 443.55 0.30 3.44 1.54 Max. D 0.00 „n„ TECHNICAL FOOTNOTES: (1) USE Q/NB FORBOX CULVERTS (4) ELhi= HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho= TW or (de +D/2) (WHICHEVER IS GREATER) (2)EWi/D= HW/D OR HWi/D FROM DESIGN CHART S (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29ncL)/R'�]v`/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL S UBS CRIPI DEFLNITIONS: COMMENTS /DISCUSS ION:; CULVERT BARREL SELECTED HWd DESIGNHEADWATER i INLET SIZE: It Hwi HWININLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HWIN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFF byENSOFTEC, INC. LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year S outhwodd Redeveopment - Village 1 COUNTY Albemarle(Zone2) CULVERT ono Charlottesville HYDROLOGICAL DATA RATIONAL VA SHEET OF UNITS IlVGLISH CULVERT DESIGN FORM ID-269 3R DATE: 3R. DATE: Roadway Width 10 ft ROADWAY ELEVATION 488.00 ft Road Length 25 Solace Type PAVED Drainage Area: 1.102 Acres Time of Concentration 5 Minutes DESIGN FLAWS Shldr. Elsf= Eli- L= S= SKEW- Elev. Lt. = ELHWd= 483.78 ft 483.70 It 1997.It 050% 0 0 485.02 ft ft x_______Q___ ---- HIM - --------------- DEPRESSION "n" Bed 0 in. 0.013 ------- Stream Bed -----�' ____________----- --'1� "'________________"- _______.______ Elo= Freeboard= SUldr. Elev. Rt_ H TW DEPTH TW TW VEL. Channel Inv.EL. 483.55 ft #VALUE! 0.55 5.02 483.52 It It It fps ft R.I. (years) FLOW (cfs) 10 Design 526 2 Check 225 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cps FLOWPEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single Multiple Conforming/ Broken Back Culverts HRri/D HWi ft FALL it ELHWi It TW It do It (dc+D)/2 ft ho It ke H It ELHWo It MATERIAL SHAPE Size(m) N Mammngs n Concrete Circular 24 1 0.01 5.26 53 0.66 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.07 485.02 485.02 1 4.56 2.25 23 0.56 0.73 0.08 484.43 1 0.40 0.52 126 1.26 0.20 0.01 484.82 484.82 359 6.62 6.6 1 0.71 1.33 1 0.08 1 485.03 1 0.60 1 0.91 1.46 1 1.46 1 0.20 0.11 1 485.11 485.11 4.85 Broken Back Culvert TAILWATFR DATA: TAILWATER RES ULTS: ROADWAYDATA: ROADWAYOVERTOPPING: LENGTH Elev. SKEW 0 Channel Shape Triangular n 0.035 Discharge cfs Elevation ft Flow depth ft Velocity fps Shear forte PSF Roadway Width. ft 10 Discharge Overtopping Discharge cfs cfS Overtopping Elevation ft Bottom Width, ft Side Slope Lt: (HAV) Side Slope R[: (H1V) Channel Slope, ft/ft 0.00 Stuface Type PAVED 3.00 Design 484.07 M5 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 1 3.09 Max. 0 1 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NB FORBOX CULVERTS (4) ELhi= ITWr+ELi (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (dc+D/2) (WHICHEVER IS GREATER) (2)HWi/D=HW/D ORHW✓DFROM DESIGNCHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[l+ ke +(29n2L)/R"']v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL ISZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEF NITIONS: COMMENTS /DISCUSSION:. CULVERT BARRELSELECTED HWd DESIGN HEADWATER i INLET SIZE: m HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFfEC, INC. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: INLET OR JUNC110N STA. INVERT EL. OUTFLOW PRE DEPTH OF FLOW OUTFLOW RIDE OUTLET WATER SURFACE ELEV. DIA. RPE Do (In/rtm) DESIGN DISCR Do (CFS/CMS) LENGTH PIPE Lo (FM FRCT10N SLOPE, Sfo (FT/FT) (MM FRICTION LOSS HT (RIM) JUNCTION LOSS SURFACE FLOW Adj. Ht 1.3 Ht (RIM) Inlet Shaping? YIN 0.5 Ht (R1M) FINAL H (RIK Inlet Water Surface Elevation Top of Md Top of Inlet Bev. APPROX Adjustment? Vo Contr. Ho (RIM) Vi Vi'2/2g Hi (E(pn) 0.35YMMX. (Vi2t2g) SKEW Angle K Bend H (Ft/M) Sum HL (RUM) (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 5.103 40.95 0.00210 0.086 5.505 0.118 8.507 1.124 0.393 0.0 0.00 0.000 0.511 0.000 0.511 YES 0.255 0.342 432.452 437.670 O.K. 406 432.110 1.25 433.110 15 2.861 7.51 0.00175 0.013 8.507 0.281 7.763 0.936 0.328 0.0 0.00 0.000 0.608 0.816 0.791 YES 0.395 0.409 433.519 436.910 O.K. 408 432.470 1.25 433.519 15 2.046 172.89 0.00089 0.154 7.763 0.234 5.988 0.557 0.195 0.0 0.00 0.000 0.429 0.390 0.429 YES 0.214 0.369 438.854 445.650 O.K. 410 438.950 1.25 439.950 15 1.656 38.46 0.00059 0.023 5.988 0.139 5.682 0.501 0.175 0.0 0.00 0.000 1 0.315 0.000 0.315 YES 0.157 0.180 440.130 448.380 O.K. 416B 444.000 1.25 445.000 15 0.242 47.62 0.00001 0.001 1 4.685 0.085 1 2.677 0.111 1 0.039 0.0 1 0.00 0.000 0.124 0.000 0.124 YES 0.062 0.063 446.488 456.800 O.K. 416A 451.690 1.25 452.690 15 0.242 54.55 0.00001 0.001 2.677 0.028 2.499 0.097 0.034 0.0 0.00 0.000 0.062 0.045 0.062 YES 0.031 0.032 452.722 458.110 O.K. 416 452.340 1.25 453.340 15 0.197 28.36 0.00001 0.000 2.499 0.024 3.896 0.236 0.082 0.0 0.00 0.000 0.107 0.197 0.139 YES 0.069 0.070 453.410 458.020 O.K. 418 452.720 1.25 453.720 15 0.874 48.91 0.00016 0.008 3.896 0.059 3.206 0.160 0.056 0.0 0.00 0.000 0.115 0.416 0.149 YES 0.075 0.083 453.803 458.740 O.K. 420 453.310 1.25 454.310 15 0.458 28.44 0.00004 0.001 3.206 0.040 0.000 0.000 0.000 0.0 0.00 0.000 0.040 0.458 0.052 YES 0.026 0.027 1 454.337 458.440 O.K. 404A 431.300 1.25 432.452 15 3.118 28.45 0.00208 0.059 4.855 0.092 4.686 0.341 0.119 0.0 0.00 0.000 0.211 0.410 0.211 YES 0.105 0.164 432.616 437.240 O.K. 404 431.600 1.25 432.616 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 1.383 56.58 0.00041 0.023 5.682 0.125 3.980 0.246 0.086 0.0 0.00 0.000 0.211 0.504 0.275 YES 0.137 0.161 441.266 445.890 O.K. 414 441.050 1.25 442.050 15 0.360 3720 0.00003 0.001 3.840 1 0.057 0.000 1 0.000 0.000 0.0 0.00 0.000 0.057 0.360 0.074 YES 0.037 0.038 442.088 446.090 O.K. 412A 441.400 125 442.400 15 0.408 5726 0.00004 0.002 3.980 0.061 0.000 0.000 0.000 0.0 0.00 0.000 0.061 0.408 0.080 YES 0.040 0.042 442.723 450.480 O.K. 6646*040400 ItNLTN p0 00a a r, i S CLINT W. :;Id 2S F LET a, -0 " Lip. N s4320 4t? :p 9/10/2020 IN L m E o O N u N N > E a E w E- 3 w w Q a o 3 U. wO _J 000 z w - ri O rn C7w v zF? a U 3 0 to U) It oR =v 0 Lq�Ln Ln S C ry V > 1O z O W W W x vM 1 000 a� 00 w 2 2 2 m F > > U U U M O W W I to to uJ Vl (7 W W W X I- O O O j Lu r,4 rN O 2 ^ Q � O t7 �� tT DATE 10/30/19 DRAWN BY C. GAYNER DESIGNED BY C. SHIM E7T CHECKED BY C. SHIFFLE7T SCALE N/A (LU J J I co z Z > 0Q < U m J LJJ LL U >O LL LU Q O w LU O J � U 0 0 0 �T i 0 U) L JOB NO. 40919 SHEET NO. C6.07 •,� �64pLTN pF 00a }�' , _ _ CLINT W. s o n o r W to o co o w o co ¢ co o LO o o `o o 'Mn � O/9 S F LET > L L .r CO -' L (MO L L O L O L L co L .' F o r F F O, F F N M F v N v 0) m "t r, °' 168: DI-2 6 ft Throat a, "" 00 00 co N o " N " rn . A Lic. N . SIJf! 4� < O co 4- O V (m n a1 r O C o W o 00 W W • r, 00 r` v> M v co r o r-- °� m o r a0 o rn n r` 00 co 0 4 M con 00 m o v> M o co •'F 9/ 1012020 co 00 m m N °0 W 00 STA 10+37.79 166: DI-3B 6 ft Throat co v COm o v r` o r, v r- N r• v r` m o co • G mMO V' m�nr, V co - �M00N V' mMr-O) , 7 m�N V m r�rl- 0) 7 i �M(0 V mroCM N V mo V' m�(oM N 7 m�00W CO 7 i�:�, �� cooroj No��? ��a°'o�F TOP491.64 STA10+37.79 �� N M �� =M M �� o� NM�vvF N+ovvF .PCs G�� } N} f` F M} WF N }ram F }M F N+OD F M}mF } pow p�vz .-d'z0 INVIN480.87169 TOP o°° a00� o� O ��co D or- 0 o�� o r` O ��S/Q �C��� O O O ( ) O,vz__z 0 ��a0 p�vZz 0 vz 0 o�(L 0 o�v0 0. vzz O O<vz_z_ 0 �h AAL ,�� _i O> o¢a» oaa» INVIN480.96(601) INVIN480.35(167) wHO»> 4H0> ��O»> ��O» �c,HO»> ��O> c°Dola-O»> �c,�0»> �N����' ���z �cn�z z �a)P z INVOUT480.77(167) INVOUT480.25(165) �v�Fz z z , cnFz �mP z z �cnFz z �cnFz z z �cnFz cnFz z z �cnF z z z 500 500 495 495 485 485 ^� E o O u N � N C PROPOSED E ai E a80 GRADE 480Lu W� 3 Q LL o 3 U. W 0 m 8" WATER ¢ J U 000 z LINE EXISTING .Jr o O 475 GRADE _475 W M a zF Mx v 30V)Q w 0 Q m y 11 S C" Z '." U> 1O O W W W 470 1 \\ 470 F o m - Z Z Z 37.79' OF � 000 15" HDPE a v @ 1.00% 1 1Of F > j z .31, OF 1879, OF O O O 465 @ HDPE 465 a a lot 1�x SANITARY ° a d a PIPE 14-13 O x un U) � c� 0 460 460 F 0 00Q w N N N ti rN F � N Q R ko- z 455 455 0 V, DATE 10130119 0 } DRAWN BY C. GAYNER 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. SHIFFLE7T 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 m co N .�LO � r- F _ ._. N F N F O F �.r 47 00 to 00 LO w O 7 O 0, Co °D N rv, N °? x O °D 150: DI-3B 6 ft Throat x o aD v rn a' m m m cr, O O n M N N ? 7 O d' O co V a) 0 0i M (0 N Ln m O m M � o D) rn W V O O o CO STA 10+40.05 m N o v m M u, w ry C? V N�O(Op O V mN W N V m000 d' m��� m�OM r a' MU) V Na1M }coj +Divesj MN�ItVF cI++�F TOP460.86 °?+�� NN,�vvF o+vF + `* o0co 0oCID v0 vzz_ 0 o�azz 0 O��*0 INVIN455.13(153B) oIT 0 0"tZz_ 0 w �v0 w z J vaw> aQa>> > o¢a .> > el a(L INVIN454.42(151) cdaa> > vQw» > i�i QEL 0 o aa> �ai�z �cFnOFz z z �v~i�z z z �vFi�z INVOUT454.32(149) ICOoz z �cpHz z z ��z cLO U) z F� 475 475 465 465 460 460 0 LI 1 w/ z li w Q U) > w a w J O� O ED _ 149 W J m Q �0 a Lu =� O o U 0Lu N e m 14 7 o Qa O w 0 O J 0 a 5 o U �i W O 3 5 a 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 toe No. PROFILE SCALE 40919 g SHEET NO. a, o C7.00 bi 495 EXISTI G 495 GRADE PROPOSED / � \ GRADE 490 \ � 490 3' MIN.. SANITARY � 485 PIPE 16-15 485 a� SAf I IT1�RY PIP 1514 171 169A 39.35' OF 1.5' 94.12' OF 169 480 15" HDPE 18" HDPE 149.53' 1'OF 165 480 @ 1.00% % HDPE 42. 8" WATER @ 1.00% 18" DPE 120.61' Q LINE @ 1 00% 18" HDPE @ 1.00% 475 _ 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER � \ \ LINE 1' \ 460 O 460 153A 3' MIN.. 37.79' OF 15" HDPE IPIE @ 1.00% � ITARY 153 455 14-13 187 455 24" HD E @ 2.00 0 SANITARY PIPE 13-12 450 450 PIPE 12-11 445 445 490 490 PROPOSED GRADE 485 485 8" WATER LINE 1' 480 480 163 37.74' OF 15" HDPE 475 \ 18" HDPE 4? 5 SANITARY 0% PIPE 15-14 ` 161 711' OF 18" HD�\ EXISTING �° 2.00% 470 GRADE 470 465 465 EXISTING GRADE 460 460 8" WATER � PROPOSED LINE GRADE � 3' MIN. 455 455 101g5OF 24„ / 450 1 1 DPE / STORM 450 1 "HDPE 1.00% PIPE 501 4 SANITARY 1.5' PIPE 12-11 445 445 47 128. 4' OF 24" DPE SANITARY � @ 100% 440 440 SANITARY PIPE 11-10 435 435 PROPOSED 8" WATER GRADE LINE 455 455 1.5' _ 450 450 501 _ 121.90' OF 18" HDPE @ 7.89% 1 5' 445 445 \ \ STOR PIPE 1 7 EXISTING GRADE 440 440 SANITARY PIPE 11-10 435 435 430 4 0 L 2 0 <M r- N r H - r M r^v. Ou7 V 0 m �0m f� V ) .4 CY) 0 o�UZ Fpo> p»> 460 144B: DI-2B 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) N CO 132: DI-21B 6 ft Throat - CD co 136A: DI-2B 6 ft Throat STA 14+16.28 `o o) � CCO.i MH-1 STA 13+53.99 TOP 443.20 + v v � STA 15+04.87 TOP 445.04 INV IN 436.94 (135A) , v Z 0 [128: TOP 430.21 INV IN 437.97 (135) INV IN 437.27 (133) o Q a-> > INV IN 424.71 (129) INV OUT 437.87 (135A) INV OUT 436.84 (131) , U)i O� z ? INV OUT 417.16 (127) 460 136: DI-213 6 ft Throat STA 12+87.88 EXISTING TOP 446.99 GRADE INV IN 439.64 (143B) 455 , \ INV IN 439.06 (137) 455 PROP SED INV OUT 43 .96 (135) GRAD \ 8" WATER \ LINE \ 450 1' 450 \ 145 \ 445 37.79' OF 445 @ 2.00% SANITARY 3' MIN PIPE 11-10 143 440 171'99. OF 143E 78.1 5' OF � 440 @ 1.50% 24" HDPE 135 O @ 1.50% 66.11' OF / 135A 01, HDPE 62.28' OF 131 435 35 4 @ 1.50% 30" HDPE @ 1.50% 430 667 2g 430 425 425 @ do 00 zO 420 420 O 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 CD v7 CD r- `ocyv v + O N I.- 0 �'ItZ O F 0 N > > aan N �- z z aan aan 435 ED P%DE 435 TING 430 1 3' MIN. 430 425 425 420 420 7 � 415 3 S96' 415 @6 OA 0� o SIAMA 410 410 DE rENTION PIPE 405 405 9+50 10+00 11+00 STR 128 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ^ M co @ Q c� _M .-. M N N F- N L F .... M w7 �N.. N- N N o N � o x a 136: DI-2B 6 ft Throat N v v o v cO y STA 11+77A6 o i. m 240: 12" Basin -Circular Grate m °D O v o F C6 o � CD 5 m+ M m C) TOP 446.99 134: DI-2A m+ m m 04 CD v STA 10+00.00 co v v p� v 0 F 5 Z 0 p � v Z 0 INV IN 439.64 (143B) STA 10+00.00 p� z z 0 TOP 451.49 g, v Z Z 0 N Q 0 > o ¢ a > > dd ¢ a > > INV IN 439.06 (137) TOP 443.56 N Q (L > INV OUT 447.20 (239) oo ¢ ° - - 0 O Z � U) O Z Z � U) INV OUT 438.96 (135) INV OUT 437 91 (133) � Cl) - N r) I-- 455 455 450 450 460 -PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE \ 1 5' 8" ATER LI 440 6 141 \ 440 15„ HDp F 1 9 @ 3.00o F 79. 'OF 24" DPE @ 0 75% 137 435 34.1 F7� 435 24" HDPE SANITARY @ 0.75% PIPE 1 -10 430 1 430 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+10.00 TOP 422.64 INV IN 413.10 (121B) INV OUT 411.06 (121A) Qui o N O 0) vO ~ Cl) CDIct �OPO Wv 7 + Cq H 21`TZ-0 Qa-> oF-0>Z> � U) F- Z aan 435 36" ACCESS 435 36" ACCESS RISER RISER 430 430 � \ Ae RISER EXIS ING PROPOSED \ GRADE GRADE 425 425 420 \ 420 STORM PIPE 201 415 415 1.5' MIN. WM A SWM A WM A WEIR WALL 0 125 1236 123A 410 11 .45' OF 97.23' OF 183361 OF 410 66' 66" 66" 0.00% @ om% Ca 0.00% 121B.]121A 9.96' OF 25.49' OF 30" HDPE 30" HDPE @1.00% @1.0 % 405 1 405 9+50 10+00 11+00 12+00 13+00 SWM A - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. " WATER 440 11 IMF 440 1' 435 133 435 OF 15" HOPE @ 2.00% SANITARY PIPE 10-9 430 430 425 425 9+50 10+00 11+00 STR 134 - STR 132 PROPOSED GRADE EXISTING GRADE MIN. @ 400% 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 Y m c9 E _rn n 0` m m ^ r; ^ Cl) 0 N C] -' wc O r `-' 2 N - 0)) v Cl) a' LLa7 M L N c`') 7 r 0 H U0 I� N H N v C?N N CD W (O�O. N qO (C, � wV ca F pCO N W N V mO�m V [0 D1 V m(FDOCo N Lo.z3 V }0�0 - + �m } z Z0 }~ VD }LO Z Z0 F 'M 0�tZ-0 _ '50 FN�> 0 > > > > > > Z Z 0> +Duo 0 Z �007 (nz nZ ( NlZ Nrn I-Z - aan aan aFn aFn PROPOSED GRACE 435 435 EXISTING GRADE 430 430 3' - MIN. SANIT RY 1.3' PIPE 31-4 425 425 420 119 24,E HDP F @ 2 50 0 420 115 415 14+00 15+00 9+50 10+00 11+00 11+50 STR 120 - STR 108 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING GRADE 455 455 �\ 3' MIN. PROPOSED GRADE 450 450 241 83.05' O 15" HDp @ 2.00%� 7' O 445 237 445 1 HiD E 2.00% 440 440 435 435 9+50 10+00 11+00 STR 242 - STR 225 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 0 50 PROFILE SCALE �64pLTN pF 00a S CLINT W. �y: :.0� 2 S F LET a 0A1G Lic. N 54320 4� 911012020 E 0 rn N � N 0 > E w v E - u I- N w 3 Q a o 3 LL W 0 m j i5 Q0 J - uj M N MN D W V U W zF °'� �x � oQ my Ln _ N = U 00 c �^ rn i N � M �r z O a U v N O ti 0 W W W 8 8 8 UUU aaa un ; O u,Ww Lu G I \ \ p O �I ZZ, ti DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W w a w J Jct� LL 0 0 ED 07 LLJ Q >O LL w O O w U U) 0 0 0 2 0 U) JOB NO. 40919 SHEET NO. C7.01 0 d 3 �a 0 �o o n� uz �o o� E a y a� Oc U 3 m Z m 0 " a �v 6-2 0 2'§ o § n 2 Y J y xo t 6 m c ,n 0 c E o c U � a m c b 10 a 0 0� �o W 0 � o C p N nE c E F_ L L t L L0 Lo L C ��E� 0io -CD L0Foo ro o o o o rnrn o N, .-44 00 CO (0 C) / co co C14 CD 7 co m L6 4- O Co O I = (D o �' CD N^ m v CD n �� �tii i m0� V �mto a co r �V mCDON Cl) co mm� W N N COm V O N L6N W Cl) o •� v rho °r v • CLINT W. mo j mo,ov? m`+°(°v Nc+I,- C aM�v momC'j co x+�Nvv :,Oi22S F .LET a� oQaO oQaz O OQaz O oQaz O oQaz z O oQaz O �¢az> O ` • io F O > v F O > > i i > > o > > ao > > > io > > v > > . �o Lic. N SIJf! 4 • �U)�z �mFZ Z m�z z �U)P z mF-zz z m�z z mFz- z iG �r0 �O 0H0 off off O z • 455 455 9/10/2020 'As 450 \ 450 1� 11S \ lss OF \ 445 �1Dp T MIN. PROPOSED 445 0% 713 GRADE 45�pF 440 1 1 1 1 440 SANITAR' \ 18B 111 435 PIPE 33-3 9 1S -9' 435 °F ANITARY S I'IPE 32-31 \ 1.5' MIN. / \ EXISTING \ / \ GRADE \ " WATER \ 430 LINE / 430 / g2 0 16" S1, ti a @4S� \ 8" WATER \ LINE \ 425 425 107 '� \ 420 30,,E F 1.5 420 @2.$poF 609105 6rIc 30„ SAPPARYE @g0pp 6-5 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 16+00 16+50 425 420 m 9+50 ¢moo 0 N� �• M p r` O W V C6 V F- 13, a z zCL p OZZZ 103 80.72' OF 30" HDP @ 1.30/� �o m o �- 04 � (D �m (O 00Om 7 +tea z 0 0 in�Z z 10 37.07' 36" HE @ 1.5( 100: EW-1 for 27" or 30" Pipe STA 11+17.79 TOP 412.33 INV IN 409.00 (101) %Ie101101-igl7 \ %rEXISTING GRADE 10+00 11+00 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 41 12+00 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate ¢ al216: DI-3B 6 ft Throat STA 10+87.17 441.87 STA 10+56.94 2 N o N o N m ¢ M N P M Q N S TOP 442.76 LO rn N INVIN435 20 (213) TOP 449.97 t M04 t N 222: DI-2B 6 ft Throat N °`c N m N F v N zl� INV IN 444.71 235 m V m H � N ro INV IN 438.17 (217) o INV OUT 435.09 (211) INV OUT 444.61 (233) o °R o o STA 12+46.99 m m m m 9 w m m N 0 222: DI-213 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A m 232: DI-36 6 ft Throat x � m ( ) STA 11+43.98 N N v N m °4 v TOP 445.35 rp m w v cD N o 7 "t v m v N D? v STA 12+26.17 STA 10+00.00 INV OUT 436.72 (215) N co 220: DI-3B 6 ft Throat STA 11+14.11 m m 210: DI-3B 6 ft Throat momN m u'o INV IN440.06 223B NNco m�co n� v c��eD�o v ¢�v co co v 236: 24" Basin - Circular Grate TOP 448.71 N + N + LO v r ( ) 226: DI-3B 6 ft Throat + N r N + o v - o r v F- TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin -Circular Grate N N F STA 11+19.21 v Z) N O INV IN 440.08 (227) STA 10+00.00 0 O "' O o Ln Z v z z) INV IN 440.06 223E INV IN 440.06 2236 o v Z) STA 10+00.00 INV IN 442.87 (233) 5 v z 0 0 z O a r� z 0 p v z- O m z 0 ( ) ( ) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 0 a z z O TOP 441.83 TOP 450.14 INV OUT 442.77 (231) '5 a0 > > N F > > INV OUT 438.80 (221) TOP 453.32 N F O > > ¢ a > > > N O z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.50 (221) INV IN 436.32 (219) TOP 443.90 ¢ a > > > INV IN 434.45 (211) INV OUT 445.71 (235) N m H- ? ? N m H z z INV OUT 447.26 (225) N m H- z z N U)OF z z z N m - 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) c� v~i z z z INV OUT 434.35 (209) 455 455 460 460 455 455 450 EXISTING GRADE 450 [-PROPOSED GRADE 450 3' -- MIN. 445 ;188" 44523556' HHDPE 33@ 1.75vj PE 440 @ 2.0 % 229 440 18" HDPE 34.83' OF 18.43' OF @2.00 % 18" HDPE 18" HDPE @ 2.00% @ 2.00% 435 435 430 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 455 455 ROPOSE GRADE 8" WATER LINE / EXISTING 450 GRADE 450 1 \ MIN. \ / 445 225 42' OF / / 445 SANITARY ' MIN. PIPE 43-42 PE @ 200 % ? 23 98, 225 OF 15 HDPF 29.79' OF @3'DO% 440 15" HDPE 440 @ 2.00% 40 4, -19 5,B F 15" DP @ 2. 0 0 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING GRADE - 450 \ 450 PROPOSED GRADE 445 445 8" WATER LINE 1, T MIN. 440 440 221 30.71' OF 2.1 24" HDPE 83, 0, 435 1.00% 4" OF 435 2.50 (SANITARY PIPE 42-41 430 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE m rn r` ° N ~ N N r, 0 to Oq mMctgr v v p, Z 0 O N inPZ 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)l 445 PROPOSED GRADE T MIN. g" EXISTING 440 WATER GRADE 440 LINE 8" W TER \ LINE \ 217 1 6. OF 16.12' OF 1' 1 @ 4.50% 435 435 215 1.5' OF 30.60' OF 24" HDP 15"HDPE @2000 @ 2.00% 209@ SANITARY 8 24' 211 OF 430 PIPE 41-7 430 24" HDPE 209 2.00 SA ITARY IPE 9-8 @ 2.00% 55.24" 2' E @ 2.0093. 425 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 13+00 L m E O m N � N C > E a E w �. H_ 3 w w Q LL 3 U. W 0 m �_j Uamo Z .J. - r O m C7 LU rv� zF?vM a v 30 �Q w o Q m 11 y S C ry V> 1O Z O W W W ~ o rn vM 000 a� 00 > j F Z� 888 a; aaa cnU)U') c� ��� 0 F 0 00� w rV N Lu H ��� m a 0 v ko- z O DATE a 10130119 DRAWN BY C. GAYNER r • DESIGNED BY • C. SHIFFLE7T • CHECKED BY C. SHIFFLE7T • SCALE AS SHOWN IL(LU V J I -I I w/ z li w Q U) > w a w J J LL 0 z 0 w m Lu J Q / O LL W Z O 7 LL 0 0 0 0 T ,0 V / JOB NO. 40919 SHEET NO. C7.02 L m l9 m r0 O m N t N 9 p N N .- N N .N_.N M o NSW LO CO (o (O m CD Cl) a0 � W m0too. N V 0 c) H- m9v?cID )0V + N V 0 H m�(OON� V F p�.4z =O OazZ� _4 ❑.-It m� N(n OZ z N NOz Z Z NfJ O Z z Z 44F AAR, 440 440 EXISTING GRADE PROPOSED GRACE 435 435 430 430 07 2078 53.99' OF 67.67 OF 24" H PE 24" HppE @ 2. 0% @ 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 202A: DI-2B 6 ft Throat a STA 10+89.90 Q o m o TOP 433.06 L O N INV IN 427.38 (203) S o rn co 00 CO INV OUT 427.28 (203A) N 0 o �O co C6 CY) W CO 202: MH-1 o r� o cn 206: DI-36 6 ft Throat m+ v `� v F STA 11+26.50 + o STA 10+00.00 0 v z_ ? TOP 432.79 w CM v z TOP 435.09 4 Q a > Z z Z INV IN 426.55 (203A) o ¢ o O� INV OUT44429.13 (205) N U) O INV OUT 418.37 (201) N z aan 435 435 8'� WATER \ LINE 1 430 430 205 1' 20� 29.79' OF 6 11 OF\ '03q 15" HDPE 24" \ 6. 3 425 0 @ 2HDPE 0' 425 SANITARY @2. no, PIPE 7-6 �o \ 420 420 \ 415 4 ' 415 @ S00 _ 0 1.5' MIN. 410 410 STORM PIPE 121 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+05.13 TOP 436.91 m a INV IN 432A7 (407) v vLo v q N INV OUT 432.37 (405) oLO v r- M 00 Cl 408: 24" Basin - Circular Grate 414: DI-36 6 ft Throat + t H- M _ OT � v STA 11+32.24 STA 10+00.00 E 1, v z z -p 2 0 v z z � TOP 445.65 TOP 446.04 i`i OO Z > > o F a- INV IN 438.95 (409) INV OUT 441.80 (413) v 0 � - z z ItU)H- z z z INV OUT 438.52 (407) 4.ri5 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 302: DI-3C 6 ft Throat STA 14+52.70 TOP 432.77 INV OUT 431.01 (301) AAS 300: ES-1 for 15 inch Pipe STA 14+49.97 TOP 432.29 INV IN 430.91 (301� dF 440 440 PROP SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE-1425 420 420 415 415 o m yP o v co xv It CD CO ; 0 m m r N M 416A: DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Throat m o Co) + F STA 11+09.12 STA 11+63.07 STA 10+00.00 0 v z_ O o a Z 0 TOP 458.06 TOP 456.80 TOP 458.43 vrnHz 0 > > z io -1- Q w > > INV IN 451.06 (417A) INV IN 450.42 (417B) INV OUT447�2.35 (419) v CO z _ _ INV OUT 450.96 (4176 INV OUT 444�6 38 (415) 465 465 XISTING GRADE PROPOSED 460 \ GRACE 460 1 11 8" WATER r 8" WATER LINE 'NNE 455 \ 455 419 1' 15" HDPE "1.5'33.58'OF @ 1.00% 1.5' 417 450 43 ,\ 450 15' HDPE 53.95' OF @ .00% 15" HDPE T MIN. SANITARY @ 1.00 0 PIPE 34-33 417A 32.38, OF 445 445 @ 1.00% rS�62,OA �Q S p0% 0 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 0 `m 402: MH-1 m 9 STA 11+33.41 E co 2 U TOP 437.62 U co o INV IN 431.31 (403A) 402: MH-1 C o Ci w to o U? INV IN 432.07 (405) STA13+15.18 mornm mQDNm INV OUT 431.21 (401) TOP 437.62 00 ++ (O� v r, v 400: ES-1 for 18 inch Pipe CO INV IN 431.31 (403A) o� 0 Q a Z p STA 11+72.31 ¢ a INV IN 432.07 (405) 4 ¢ > v > > TOP 432.58 INV OUT431.21 (401) au~i� z a��z z INV IN430.91 (401) 4s.5 Min 4sn EXISTING 450 GGRADE 450 \ 445 445 \ PROPOSED 413 \ GRADE 440 MIN.\ 440 51,HDPE 6.Sg 1 409 2.00% 1 "H3 E DPF .46' OF � 2.00% 15'HDPE \ @ .00% 435 7 \ 435 2 8g ill ^HD OF @3S0 A E D 430 405 430 15" HDPE @ 3.00% 425 425 9+50 101-00 11+00 12+00 STR 414 - STR 402 13+00 13+50 \ \ EXISTING 445 GRADE 445 \ \ 440 PROPOSED \ 440 GRADE 3' \ 435 MIN. 435 403 430 106.66' OF HDPE 403A 401 430 38.92 OF @ 0.70% 15" HDPE 18 HDPE @ 0.70% @ 0.77/° 425 425 420 420 _ 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+01.90 TOP 485.95 INV OUT 483.70 (509) 4A.Si 12+00 -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 410 506: DI-36 6 ft Throat STA 10+70.28 o m TOP 487.37 F N INV IN 483.26 (507) M INV OUT 483.15 (505) OM ?co v (n + co 504: ES-1 for 24 inch Pipe o a z_ 0 STA 10+86.79 o � O > > z TOP 485.23 (n w H- ? INV IN 483.07 (505) inn 490 490 / PROPOSED \ EXISTING GRADE GRADE 485 485 1.5' 509 507 480 29.97' OF 38.41, OF 480 24" RCP 24" RCP 505 @ 0.50% CLASS B 16.51' OF @ 0.50% 8" WATE 24" HDPE LINE @ 0.50% 475 475 470 _ 470 9+50 10+00 11+00 11+50 STR 510 - STR 504 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 N O N CO �T OECD O cD O ¢ 0 > (C)U)iZ is r o m to L (C co O Cq m W mN(b0CD"t OC)N +O�d. V o�Vzz0 66F0>> > � U) z snn EXISTING GRADE 495 495 PROPOSED GRADE 490 490 3' MIN. 8" WA7 ER LINE 485 485 601 480 62 480 24" HDPE @° 2.00% 475 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 0 50 PROFILE SCALE �64pLTN pF 00a C' Z CLINT W. ss 9S F LET a, • • -o Lic. Nw. V43219 4� • & 6. 9/10/2020 ^� E o O u N � N C > E w a E u H_ LU N w 3 Q a o 3 LL W 0 m j U 00_ J -� rn d W N V z W Z f i IT x oR �v ti = N F U > m rn i N � M a� o w (� H- CL O oc t7 L Z O a_ U v N LLJ O 1j ti I O W W W > j Z� 888 aaa un ; O G I \ \ p O �Lu I ZZ, ti DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W > W a w J J LL 0 z 0 w m Lu Q >O LL W� z 0 0 O 0 0 0 2 ,0 V / JOB NO. 40919 SHEET NO. C7.03 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 ��6*04040 pLTN pF 00a C, Z CLINT W. ss :�d//2S F LET a, < m m L)i ni f0 m `, L ems- L M v In W M L M W �'0� Lic. N SIJf! 4� 7 00 911012020 °o rn CO m a �i mo(07 mNNaM V ci �07co V �MW(OM CD V ��NLo � V m�co V •0�00NAL��G� + +oi4 $H- m+. � m+ovv�- =+� r N+<07�H 000"# fff Oo C]o�z o�� o� 7 loco Z p�c0z m Q �O v-z O O�vO p�vZ Z O az O v—z O O r- �FO> mHOz» oQa> cQa» > U) IL mQo >» L N ��Hz ��n l--z z ���z �c~iJ�z z z. �c~i)0z z ��0? z z d. M 455 455 475 475 0 0 mo 208B: DI-2B 6 ft Throat 0 COMo w v STA 10+29.71 EXI DING o + M H- TOP 436.33 ¢ o GR DE Q d 0 INV IN 430.13 (207) v E EXISTING _PR POSED .- GRADE GRADE w m z INV OUT 430.03 (207B) u >, 3 450 Al-450 470 470 445 445 ¢ 0 3 PROPOSED U. W 0 m GRADE aLu _u00 z T MIN 8" WATER W C:) , a 445 1' 445 465 LINE 465 3l x N 3' MIN. 4d v w 8"WATER MIN. o Ln = N z I� ti � 2170'A LINE 15 FU¢� N iii 5" HDPE 57.0 3O ° ^ > O O O 440 1.0 ° 440 460 1 6' OF 1S3 4604T M U U U 155 @12S0j 1 S25 OF o w 2 2 z 37.80' OF HDPE �H >>> SANITARY 15" HDPE SANITARY 2.50j O O O PIPE 11-10 @ 2.00% PIPE 14-13 � o; o; U aaa 0 O O O 435 435 455 4 0 x � u) � x H 430 430 450 450 w a v z 0 n DATE 425 425 445 445 > 10130119 0 r DRAWN BY C. GAYNER • DESIGNED BY 9+SSTR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+SSTR 208A - STR 208B 00 • C. SHIFFLE7T • CHECKED BY HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLE7T 5 • • SCALE AS SHOWN 0 • 0 50 PROFILE SCALE Lu O O O N O M Q in o N 210B: DI-3B 6 ft Throat (D o ry 224B: DI-2B 6 ft Throat (D o u Ln o m� v r�i STA 10+32.00 m q c� STA 10+29.79 Co 04 N r-0v v J c' � o F TOP 440.35 `L 0 TOP 446.84 c' + o + Lo 4 � H Do Dov] Dove CD I� d 0 INV IN 433.24 (209) d 0 INV IN 442.37 (223) v p v_ z oQ O > INV IN 433.97 (209A) N F O > INV IN 440.98 (223A) 04 a0 O> i\ H O z > > cq W H- ? INV OUT 433.14 (209B) 04 m z INV OUT 440.88 (22313) v m F Z T m F- z z 450 450 455 455 455 455 LI 1 z 450 450 W Q U) EXISTING > w r4GRADE ^ ud J_ L.L LL 3' MIN. O O 445 445 w PROPOSED ED t 1' GRADE w Q LI EATER LL O nGN n L 1— a 440 440 z �0 O U�/)� o U v! o SANITARY rn PIPE 42-41 223A `0 29.79' F 435 435 a @ 11.00° O w O 0 430 430 a 5 U 'o U 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 co STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 a HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 'm VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 a 0 JOB NO. 5 40919 g SHEET NO. a� C7.04 445 445 EX STING GRADE P POSED 440 GRADE 440 3' MIN. " WATER LINE 1' 435 435 SANITARY PIPE 9-8 430 n3C 209A 32.00' O 15" HDP @ 1.00% 425 n25 440 440 EXISTING GRADE 435 435 PROPOSED 8" WATER GRADE LINE 1' 430 1 430 SANITARY PIPE 8-7 207 425 29.7 ' OF 425 15" DPE @ 240% 420 420 PROPOSE 450 GRADE 450 � EXISTING GRADE 445 3' MIN. 445 440 411q S�'26' OF O 440 DpE @2.00% 435 435 430 430 L ��6*04040 pLTN pF 00a C,: CLINT W. ss 9S F LET a, 04A " Luc. N seaee :0 911012020 ^� E o O N u STA 17+70.26 MANHOLE ¢ o 12 TOP 463.93 11 STA 20+22.71 > E TOP 456.89 v E INV IN 453.09 (13-12) MANHOLE MANHOLE EXTERNAL DROP MANHOLE MANHOLE INV IN 440.65 (12-11) H- W 3 STA 10+00.00 STA 11+14.60 STA 13+18.99 INV OUT 452.89 12-11 STA 23+92.61 N ( ) INV OUT 440.45 (11-10) � w a 16 TOP 492,72 15 TOP 491.81 14 TOP 483.49 STA 17+17.17 TOP 446.22 10 ¢ LL 3 TOP 464.88 13 INV IN 435.83 (11-10) U. o wO INV OUT 486.37 (16-15) INV IN 484.91 (16-15) INV IN 473.27 (15-14) INV IN 454.35 (14-13) INV OUT 435.73 (10-9) a z 500 INV OUT 484.71 15-14 INV OUT 471.27 (14-13) INV OUT 454.15 13-12 500 w ,�, -u r- rn C7w rv� (L v� zF? v 30V)Q w Q v O Ln S o ry z '." U> 1O O W W W ~ om vM � 000 o w 2 2 2 O O O a d a 0 O c� W W W F 0 00Q w N ry V Lu ��� a v zZk O n DATE 10130119 O } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE AS SHOWN • • 1�cQ V QTQPRA I -I I 0 JW w Q w a J LL Q w c � a ui Q LL UW z J a a O o W U o N W7 C 0 o Qa N O w O JT T 0 a o U 0 9+50 10*00 11+00 12*00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20-L00 21+00 22-L00 23+00 24+00 24+50 STR 16 - STR 10 3 HORIZ SCALE: 1 "=50' 5 O a VERT SCALE: 1 "=5 f� m 0 a 0 5 0 JOB N0. PROFILE SCALE 40919 g SHEET NO. a� C7.05 495 495 490 8" WATER \ 490 3.5' MIN. LINE \ 8" WATER 485 �c LINE 485 114.60' OF 8" SDR-2g pVC STORM @ 1.28% PIPE 163 1.5' MIN. \ PROPOS D 480 GRADE 480 STORM 7 �•. PIPE 167 8+?AS74 S ORM S 39� PIP 165 Qq 26p'c Bp t/C 475 ° 475 �STORM PIPE159 470 470 >WATEZ STORM PIPE 155 LINE 465 � 465 1.5' STORM \ lq MIN. PIPE 153A \ 8" 981T�3 � OF 8" ATER 460 �'26 LINE 460 \ EXISTING G 'DE STORM PIPE 1536 455 455 PIPE 153B \ \ \ 12 53.13 STORM \ STO M 8" SDR �s P PI E 151 � PIPE 1 / \ @ 2. p0o VC 8" WATER \ 450 450 STORM PIPE 147 \ STORM \ PIPE 14 445 445 12-11 \ 252.45' OF 1.5' STOR STORM � \ 8" SDR-26 PVC MIN. PIPE 1 7 PIPE 14�A JJJ \ @ 4.85 /o ST RM 440 PIP 137 1.5' 440 MIN. 79�' 36F 8" SD -26 PVC ` 435 435 430 430 � 425 425 L OSTA 23+92.61 10 TOP 446.22 INV IN 435.83 (11-10) INV OUT 435.73 (10-9) 455 MANHOLE O9 STA 11+22.89 TOP 442.62 INV IN 433.27 (41-7) INV IN 433.27 (10-9) INV OUT 432.44 (9-8) MANHOLE 8 STA 12+56.57 TOP 438.95 INV IN 430.43 (9-8) INV OUT 430.23 (8-7) MANHOLE 7 STA 13+56.86 TOP 436.36 INV IN 428.71 (8-7) INV OUT 428.51 (7-6) EXTERNAL DROP MANHOLE 6 STA 14+83.18 MANHOLE TOP 433.19 STA 15+86.03 INV IN 425.33 (31-4) 5 TOP 425.31 INV IN 425.67 (7-6) INV IN 418.56 (6-5) INV OUT 419.59 (6-5) INV OUT 418.36 (5-4) EXTERNAL DROP MANHOLE STA 18+67.94 4 TOP 421.06 INV IN 412.99 (21-4, FUTURE) INV IN 415.54 (5-4) INV OUT 412.79 (4-3) MANHOLE 3 STA 19+24.66 TOP 419.14 INV IN 412.22 (4-3) INV OUT 412.02 (3-2) MANHOLE STA 20+99.53 2 TOP 408.51 INV IN 402.62 (3-2) INV OUT 402.42 (2-1) DOGHOUSE MANHOLE 1 STA 21+46.95 TOP 405.04 INV IN 399.10 (2-1) INV IN 398.70 (EX-1A) INV OUT 398.70 (EX-113) 455 450 450 6" WA TER 445 LINE 445 440 / / 8" ATER \ 440 STORM\ PIPE 11 \ PROP SED STORM \ GRADE PIPE 133 (siORM \ 435 10-g 122.89'OF \ 435 I PIPE 209A STORM g" WA ER 8" pVC PIP 207A STORM\ LINE @ 2.00% �� 1, PIPE 2 5 \ 9 8 \ 430 1 MIN- 5' MIN-7' 430 8„ SDR- 26 1 @ 1.50% VC 100. t-7 9' OF MIN. STORM 8 SD -26 PVC \ PIPE 107 @ 1 52 % 7-6 126'32,OF 425 8" \ - - - - - - � 425 V 2. _ 1, ' EXISTING 420 GRA E 420 6-5\ 102.84' OF 8" SDR-26 PVC \ @ 1.00% 5 4 415 281.91, OF i \ 415 PVC \ @ 1.00% \ I 4- \ 56.73' OF 410 8" SDR-21 410 @ 1-0 % 8"SO z 405 405 ('C 400 8" `/� 2� 400 @�60 A`C po 0 395 395 390 390 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STR 10 - EX 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 20-00 21-00 21-75 ��6*04040 pLTN pF 00a C,: CLINT W. ss 9S F LET a, Lie. N 54380 4? 0.6. 9/10/2020 N Z O f H L Z O a_ u U w LLj o ti 0 W W W > 2 2 2 O O O UUU a G d 222 Lu � � � DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN W O J Lu uj W 0L Q w J CC Q W m J Q LL O z O U JOB NO. L 0 50 PROFILE SCALE 40919 SHEET NO. C7.06 ��6*04040 pLTN pF 00ay C,: CLINT W. ss 9S F LET a, 04A " Luc. N seaee :0 9/10/2020 ''0 0000Ni�iN�G',: ^� E o O u N � N C > E w v E � w w 3 Q LL 3 LL W o m < _ j 00 Z w — r O 00 C7 Lu a zF?v � v 30V)Q w oR my C) S o N m V > 1O Z O W W W EXTERNAL DROP MANHOLE ~ o MANHOLE MANHOLE 6 STA 16+04.30 O O O MANHOLE STA 11+73.36 33 MANHOLE STA 13+03.73 32 STA 13+89.06 1 + TOP 433.19 INV IN 425.33 (31-4) r STA 10+00.00 34 TOP 459.97 TOP 451.54 INV IN 445.32 (34-33) TOP 5 31 TOP 441.18 INV IN 438.07 (33-32) INV IN 425.67 (7-6) j j j INV OUT 450.89 (34-33) INV OUT443.88 (33-32) INV IN 433.66 (32-31) INV OUT 437.87 (32-31 INV OUT 432.66 (31-4) INV OUT 419.59 (6-5) w w w 465 465 ui aaa � 0 O x cn v) un 0Lu Lu Lu Lu x F 0 w 000 N ry V tirN H a O v � rn z 0 DATE n > 10130119 O } DRAWN BY C. GAYNER DESIGNED BY • • C. SHIFFLE7T • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN • • 1� (�� V J I —I I w/ z li w Q w a Lu J 0 O J w LLJ Q ci w > O Lu J a Z o Q0 O o 0 W U N W O! C O O Qa 9+50 10+00 11+00 12+00 13+00 14+00 15-+00 16+00 17+00 17+50 w STR34-STR60 HORIZ SCALE: 1 "=50' O o a VERT SCALE: 1 "=5 ` 5 5 o U D w 0 O0 a 50 PROFILE SCALE it it a 0 0 JOB NO. 5 co 40919 g SHEET NO. a� C7.07 460 _ 460 � EXISTING � GRADE 8' WATER � 455 \ 455 STORM � PIPE 419 \ 6" W TER LINE \ 450 STORM 450 3.5' IN. � PIPE 111 \ 1j�33 8 Sp 6�0 R 8'�WATER 445 2g �' @ LI E _ 445 o \ R LINE \ 2.2' 440 r 1.6' _ 440 SOR'26 OF 1.9' PROPOSED GRADE 435 435 PIPE 111 hSOR26_r / \ \ 6" WATER 430 \ LINE 430 3� \ 8^S �S.p3 DF � 1.8' @ 416 VC 1.5' 425 425 STORM PIP 119 420 420 415 _ 415 410 410 L \ I I I I I I \ I I I I I I I I I I I j 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 I I I I I I I I I I I I I I I I I I I I \ I \ I --- 495 O � -0 Q r 2 C) CV 0 W O W W O � + coD F + L X � 1 co co cn NEW HORIZON DRIVE INTERSECTION STA 13+46.20 495 / a II EXISTING / ` II > GRADE�� / PROPOSED _ _ _ GRADE in W / 1 31% 8"X8" TEE 490 > > / 490 3.5' STORM MIN. PIPE 507 STORM --\ 485 PIPE 171 485 PIPE 19-18 1.5' 1.5' STORM PIPE 601 480 480 8" CLASS 52 DIP WATER LINE 475 4i5 op m (o � (,-j m m v ( � 04 r�0') W 00 �00 �� �� TO �`-' v I v I v I v I v I v� v 9+50 10+00 11+00 12+00 13+00 14+00 14+50 HICKORY STREET HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE r \ - \\`tea - \ \ •\4 \\ ,r , / , \ \ I I 1 I I I1'(\�y.+° , , 'I p u �,rOP •�1.h� --�� - - _ I ' ' \� \\ 1 J� I����O�\�/ \. , / / I \ \ \ . \ 1 \ \ \ \ / , \ \ I I I I I - - -- - - - ' I r' ' F'�• �� /� \ — a - _ -- - _ �I II I Lo / ► I IIl I � q ' I \ � \ ` � I ,' \ I O I I,—,�� I 1 1 I / / 11-UGP � I I I ' _ ro I / / - I 0• 1 O\ �AN 1 I I 1 1 \ \ I ' + �v + V ' L- / \ 1 \ l � I I 1 _ 1 -\ \ ,1 1 / / / I I i \ \ \ I I I I \ ( / / /�/ / �'i — \ w � \\\\1111\I'IIII� I I \ 2 I I v / \ , \ \ \ 1 \ , \ I j- � I, \ I I' p /'� I I Q \ \ \ \ \ \ / / � / I \ \ \ \ I \ \ \•A I I � I I tl I I ^, \ / /\/ / \ 491 \ \ , I I I - -',,� / ,,, I I - S�j., \ 11 \ co. Cro, \ I 9 II I h I 1 ,\ C T \ '//, c 1 \ 1 �'i / I P� \ \ \ 1' 1 \ \ \ \ `. / , ' ' , ' j III ' , C - I 1 I �.� 1 I I , 0 \ \\\\ \ \\\1 I\ I \ p V \ \ \• \ \Q/ 111 \ \ / \ \ '\ V \ \ \ 1 490 u• I \ J I i I\\ \` �� I ', i "d"�P 1 I \ \\ I I \ \ \ 1 , I -c Itl' l ` \ \c`/ � \\\\ I-` l,' �\ ) • A89 .... - - _-- 1 \ `- 1 1\ \ III I'IIII I I I If,1�11 I /I 1�I �,_ \ 043 I I 10+ II I a 10+50 g - - - - I 1 I I i IIII I I B \I I f I I I > 1 I I I I 1 \I I_ ---- 4$ _ ' I 1 \ '1 j' I 'III tl-} C / \\ J \\ \\ ��.�o „ 490 q d \` 1 1\ 0 \11\\\\\ I\I \ - - -\• - \ 'a$9. N/L'KO 88 �- I 1 I I j \\ \`^>\ \ \ \ \ \ \ 1 \ \\ '� I 1 \\ \ \\ 1 \ �\ rl c 1Ry I I I I III I I \ I \ \ \C \ �\N 1,11\\l 1 \ I, '�.` 1 (pV \I \ \\ QgO.. 2+O�TREFj/I I I Ir l I /I/ IIIII 1 \ I \ \l � PN �1� \ 1 \ 11 11 \ \X ��`b \ \ q97 r I I / / / / 11 I \ E I 46tI ��� 4s1 ' ° 12+5 / �' ,� / / / / / � i tl 1 I N II I \ \ � �� +� 466'/ \1 IIII\1 \ o �- I / /f , �, l IIII \ \ \fib./ , , /✓ / It 1 / / �•�/ \ \\ \ \\ \24g :.: +. _ /' //�.l / / / r / , I II III \ \ / /� /�,tJGP' // �. \ III I it\\1\ /�' /I r II I 11111 \ 492 / / /, /, I I I I I / 6p I I I \ III I i s /® Z - 11 I\ ` I 1 J \ \ \ \ \ r c? I \ \ I 1 I I I —� \ 1 0� I �F SpN 1 I \ \ \ �� / i \ I \ \ / �r \ / I , I11I �4 \ \ \ \ , �\ I 1 \ \ 1 1 \ \ \ I + �W — I III II,I^\\ -_ - � •i �1 1 � �\ \ \ 1 U#/ sAlu� ' —IIII', W I I11, 111 I \ \ ' y i 1 I \ \I\I`"•" w \ \ \ \ / r_____-- l 1 I II I `1 I \ - ' �I— ` - - - 1 1� � \ I 1 \ I11\, I , \ 1{ , %\z\ \ \ \\ \ \ _ _ -__-:.'', �I� I ;11 i it I III I ) I \\ I \ E/ / \ Il I I \II , \11 \\ \ \ /n\I \\ -il- _ ? ii1/, t11111' \I \\ \1 \\ \ \ \\ \\\ \\ / -/ / 9O 9U ¢90.?' \ - /f it I I I I I / uG,\�' --- LU T— \ , �\ \1 \\ \\\\\ \\ \\ \\ \ \\ --- 1\ I I 'I / I \ //II I I I i II —UCjT- 1 \ \ - 1t\ i i•r I / / \ 1 1 1 \ \ \ \ \ \ 1 r \ / / \ =40' / I UGP %/ �A //80' ��6*04040 pLTN pF 00a C,: CILI T W. ss 2S F LET a, Lie. N 54380 4? 0.6. 911012020 am L Lau DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN r—I LU J I LU �¢C/) > LU a -i J_ 0L 0- m LLJ o a LI_I z Q C) o L.I_ LU 0L 0 0 0 ,O V / JOB NO. 40919 SHEET NO. CO.00 L Lot HIGH PT STA = 10+64.99 w HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 PVI ELEV = 490.34 w A.D. _ -3.00% Of O K = 30.02 o rn 90' VC � + 0) d 0 O N Y + rn U� v GQ, 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 AQ5 > > ~ co 2 00% m m _ 00 I- (n "r I 11 \ U 490 490 \ LU \ L O 485 ce) It 485 \ > Q Q \� STORM 3.5' 480 PIPE 163 MIN. 480 DO SAN ITAF Y PROPOSED PIPE 15- 4 \ 3.0' GRADE r EXISTING \00 0 475 GRADE — — \ + Ln 0i 475 SANITARY u u PIPE 15 14 STORM — U U PIPE 159 / m m \\ rn 470 \ °D 470 CD-1 \ d \ II II to 8" CLASS 52 DIP U) U ri WATER LINE + 465 LLI\ \ 465 Q \ IX F- CD-2 \ Q STORM 1 \ 460 PIPE 155 CD-1 460 STIOW PIPE 153 3.0' SANITARY 1 455 PIPE 14-13 455 STORM PIPE 111 \ \ SANITARY \ P113E 13-12 2' \ L �'450 450 STORM PIPE 501 SA ITARY PIP 12-11 445 445 (] v u� O et t1') N v M CD� coM LO O � LO coM L W W M N LO �O . LO COM . LO O O - � M O coM It to O n O N M CO CD m fD I� N O coM N 00) r O O LO C O r 90 CD I CO t` O N O CD O r- V "r M C14 m O "r O 0 IT v v v v v lzr v It y s- v It It v v It It It It It v v 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NEW HORIZON DRIVE BEGINNING - STA 19+50 dOn— Q o —ion -- I - ------------ - ___— _ — d I' � \ \ J i J `\ � � ' I -I �'/ � ` I i � / � / / � // I // // � L J I� H•�338 \ \ � �I I , � 1 1/1 II P 490 - u L r\ r >\ r r\ r t r r r r / NI HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 17+00 18+00 19+00 19+50 r /r I J \ \ \ 0 50 PROFILE SCALE a® P_ l r O v 450\\ 'N Tom' Jill - - - •' �O 452a I 1 11 \ \ \ \ L�I :,:; .\ _.___�— \ \\ \ \ ` �� \ \ � 1 � /-- ��/-----� O � Ah•1 I I 1 I I I I I I I 1 I I I 454 CI- - - - - - - _ _ / ____-� _ —..-a`oo, P 5 — — — —— _ - —966- / SCAL* f'=40'/ ,VA� ��pLTN pF �0, CLINT W. 0Cd 9S FFLET a� -off Lic. N 543110 40 9/10/2020 NAL to ^� E 0 rn N � N 0 > E LUa E -� F- w w 3 ¢ LL 3 LL � W o m �J U000 J —u M ON LLin NV (� W Z f �x oR �v ti = C N = U j Lri F ¢ cm rn i N � M 00 J �r DATE 10130119 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN LU > � c LU a J_ 0 z LL LU LU o a LLJ z Q C) 0 LLJ LL C) O O 2 (O V / JOB NO. 40919 SHEET NO. C8.01 L Q Q U W W U Lu N � N � � W �Lr) °+' U) U) O z O O + + N N Z Lq `n >Q z J M !n W C) 460 N fn N fA Q fA i� U 00 460 Z + J + Q N 0 I-4 Q a L W POINT ST = 25+69.95 Q Q / _ \ \ U Oq LOW POINT E EV = 438.26 455 / \ + + rn rn 455 CD-1 -2.89°� \ co N N PVI ELEV w 0 w 440.13 / / \ 00 AD. _ .38%3' H?< �nw+> I i c n N . o2' / \ Q x� 150'C Q P > Q � 5a 35 _ bo U) 10 U) 450 1, MIN. 8" CLASS 52 DIP p oM 3' \ WATER LINE + N STORM CD-1 N It IPE 145 II II �p 445 U) w 0) 445 STORM > > m > co N co + PIPE 501 \ to N N STORM _ _ _ PIPE 143A 1.5 3' — Lll PROPOSED OfH MIN. i y ; GRADE ¢ 440 Cl-1 440 STORM / 1 3' PIPE 137 CD-2 / SANITARY / 1' \ \ IPE 11-10 � _, STORM 2'S 435 PIPE 133 1' o 435 Ir TORM CD-1 \ EXISTING PI 3E 211 \ ' GRADE STORM 1 \ PIPE 209A 430 1' 430 STORM - PIPE 207A \ STUB OUT FOR STORM \ FUTURE PHASES PIPE 205 425 \ 425 \ STORM PIPE 107 420 420 O co r CO M O"t N tp r� 0 v M LO N O O co V to O N M CO r N co m r 00 V r O (O CO N 0 O O I'? LO r M O LO r LO CO V LAN �� N �O (h O 00�O r O N N O It co M (0 r MM M N M ( LO NM m NN LO LO d. LO LO v LO v LO v� v V v 7 v 7 v V v V v- � co � � V M � M � co � co V V V V V V V V V V V V V V V V V V 19+00 20+00 21+00 22+00 23+00 24+00 25+00 NEW HORIZON DRIVE STA 19+50 - END / / I I l I I I I I I \ \ FF �IAM \ n \ 21+00 -445 445 / / I r / 1 I A 5( / / V / W,,� .�a11�lE�Ur�1 / I f• emelC NelmlIC 29+00 0 50 PROFILE SCALE •,=•�64pLTN OF00aI� r, i CLINT W. ss 2 S F LET a ;-off " Lic. N s4320 4; p 9/10/2020 NAL ^� E 0 �8 N � N c > E v E w -� F- 3 w w Q LL 3 wLL o mom. � _ j 000 Z -i -Li .. O 00 o v� zF? (L v 30V)Q w oR 11 S c N V > 1O Z O W W W m ~ o rn vM Lu 000 n � o w 2 2 2 O O O a d a 0 O Lu 0 F 0 00Q w N N N a C, z O DATE in 10130119 O ,. , / ,/ r l o -``/� �/i,////,'-�'l—���\� � ����\\ \\\ \��\\\�\ \\\\\ /\-�-�\� � �\�'•,� \tea--�\ NN CL N\h �� \ \ ',`\V\ \ -61�440 \ \ \ \ \ \ \\ \ \ \ \ 1 \ \\' — 438: \\Ny6y\� \\ 4J I X�\\\\ ' / ' / / / / / ' ' / / // / 1/ / I I I 7 I,d I \ 10 10 0b l o to 10 � 1 NbS — — — — — — — — — — — — — — — — -- —— —_ — — —— Nvs SCALE 1"=49% /o % o ' 0 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN Lu r V I Lu Q >LL! w 0z J m 0 W o a UJ z Q 0 Q. LJJ C) 0 0 �T i ,0 V / JOB NO. 40919 SHEET NO. C8.02 L - - - - - - N \\ \\\ O �I O � 000 ° ° 0 \° o \ \ \ IL 1, \ Nov - - \ � \ \ \ \ 0.'� \ \ \ \\ \ \\ \ \ F- W Ix Z 10' VC - K = 2.00 Q% A.D. = 4.95% 0 PVI ELEV = 442.48 Z PVI STA= 10+27.99 OIV O LOW POINT STA = 10+27.04 LOW POINT ELEV = 442.54 O �+ BVCS = 10+23.04 _ BVCE = 442.58 IEVCE WQ EVCS = 10+32.94 ARC z (n = 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 EVCS = 11+63.74 EVCE = 446.61 t- U w U 0' w HIGH PT STA = 14+84.36 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 151 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j 0 LO A.D. _ -5.87% WLo K = 13.00 < 76' VC L < � fD u ARS (h a) T7 � 0 r > in V) N � L CC)M + v+' U') w M M 11 II II > W Q > Q II II U w Q ~_j w 460 _~ Q� U w U U 460 °0 U) LIJ - m m \ D_ 2.00 j0- PRO DOSED GRADE C[Y1 / 455 3, 455 0 3.5' / p MIN. °I° 0 m U 450 450 O � \ II / II \ < Lu 1.3' SANITARY U) w / \ / 8" CLASS 52 DIP STORM PIPE 34-3 445 > > D-1 3' / STORM WATER LINE PIPE 417A 445 29 90 1: EXISTING CD-2 3' GRADE 440 rl--J 440 STORM 4.5' PIPE 223A 435 PIPE 221 435 IRM PIPE 215 SANITARY PIPE 10-9 430 1 1 430 C:00 ) CO e-- O� N� V CDOp)j V 00 N00 O� 7L(j Np�j M6j v co M �� v v v 'IT � _n M m v v v v v 'IT vLO vV) It vL0 It LID It LID v v v v v 'IT 'IT v v v v v 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL LANE 0 50 PROFILE SCALE •VIA=•��pLTN �jF•00 C, i CLINT W. St :COS �S F L E TT a� 0-0 Lic. N 54320 4� 9/10/2020 NAL ^� E 0 rn N � N C > E v E w F- 3 w w Q U-o 3 LL W 0 m U0000 �_j Z w - r O 00 rn C7 LU v v zF? a v 30 V)Q w o Q= O ti v S c ry V> 1O Z O W W W ~ oIn vM 1 000 a� 00 w 2 2 2 w F > > > 888 Q� ct! ct� a d a M O x un U) U') u Z) W W W 0 2 F 0 000 w rN N V m F �r.4� O a v ko rn z O DATE n 10130119 0 • • HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 • (\ \ / \ \\� \\I \ \ \\ \ \ \ I \ \ \ \ \ \ \ \ \\\ \\\\ \\\\ \\ \ G � \ \ al 1 P `' ,. \� :�; •`'.�.•..4... • :'.•.\'�'�':'.•'.:.';'.:;� �,`��' -rn :• 462 7 d .Ia, p I I \ \ \ � � \ \ \ \\ \\ \\\\\ \� \\ � \ \\ \ \ \ \ \ \ �\ \ � _ _ _ _ \ \ \ \ \ \ I : ° �. s .' `\ �.• . ..�.`. T . 11 I I � I I 1 1 \ \ \ \ \ \ \ \ \ \ \ \�AL� 1 �-4d' \` \ � \ 15+00 16+00 16+50 � 1i0\\ \\ \ \$0 \ \ \ Jill I I Qj I I I �I ` \ 'co � ". \ \ ` ��•\ .^ � I I I \ \ \ \ \` \ , \ \1 \ \ \ \ \ \ \ I 1 / \ I � I I i. I I I I � ,/�\ \\ '�v \s\���� \ \ \ \\ \\ •��.: I \ \\ '�\, I I I I I I I 1 \\\\ \1 I II 111\ 11\\\\\ \\\\\ \ \\ \ 1 ` \ I 1 I - . • \, i I I I I I I \ AS . S�1111 \I \ \I \I \I \I I I o° 43. 1 \ \ \ \ \ \ d I I I I I I I I I I I I I I I I I I I I 1 1 \ \ \ \ \ / I" I I I I I I I I I I I I I I 11 1 1 I I I I I I I I I °\ 447448 1 I 456 45 �SO S9 . \\ 458 457 I I I II 11 I 11 I I I I I I 1 1 I'I III II I I I I II I I I I I 0 l .I I 4�S f I I I / 0 445 0 40 \ // ..rl`' Q Q n ♦ po. , /l / I l/ II / I/ I I I I I I II I I I I I I I I /// ///� //'/ ///'/'/ // / 0/: v s CARDINAL LANE s / o 0 10 I I / \, ,bh�.• I l l !� l 1,11 / I / I I I II �I I I1/////////�// / //% // / /// //_ � .,•;���>��.�: . '-�. '. :.•i .:. .::...o ,. �.... .:.�, •::' :: •�.: � .�, : ,,,,;- - 4587�• �:./ l l / / , l l / I I I IIIII//l // / / ///------0- �� n 444 4S7 \ 4b445454 �I I I I l I 0 456 044 �. f) 443 J \ \ 442 I / \ \ \\ \ _ 4$3. � \ \ \ .. d�,�,. .. ury: ..•: ': /gyp � O .... d. ...xr.� ': .. ':.. n�: �.� p,.l .. ns�. .. d.. ... •� \ \ � � 00. 4S / �V./ / / l / r / l/ / / / / / / l I o/ \ \ V' .y \ I I / \ \ \ - - - - • ' � � ' _ _ - - -� _ .. / / / l , l , / l I I I � I I , , I I I , I I I 1395. / .I I / n \ OO - _ x l l / l III IIIII I I I I I I I I / °eS \ O \ \ �n�0 - / / / /00 / �.,.:.: l / 11 l/ / / /////// I I I I I I I I I I I I I 1116 l \ \ \ ..:: So � � \ R3� / / / ' ,' •:: � � S\ _?� � � � / / �/' // // // '////'/i/' ' // ' / l ' I 1 I I l l /Ob lQ / �` l /= //// DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (LU V JJI-i I Wrr^^ > v! > I_LI 0- LU J_ 0 � LL m LLJ o a W Q 0 Z 0�/ O LL W IIII 0 0 0 �T i 0 U) JOB NO. 40919 SHEET NO. C8.03 L NEW HORIZON DRIVE - INTERSECTION STA 10+00.00 I-_ C) W U) W Z 465 n in 30' VC 48' VC K=5.00 K=49.78 A.D. = 6.00% A.D. = 0.96% 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 K = 105.00 A.D. = -0.96% PVI ELEV = 457.78 PVI STA= 15+54.92 HIGH PT STA = 16+05.41 HIGH POINT ELEV = 459.80 STOPPING SIGHT DISTANCE = 742 BVCS = 15+04.44 BVCE = 455.27 EVCS = 16+05.41 EVCE = 459.80 U N N 00 °o N co o oo W IT IllcD W N co W Lo IL Lo � co II Z >H=xH>H II Q > ,C7 fn 60 lA 0U) fq J W 465 N o > > J N + � Z + Lo >0 ox Lu Q Q / vv 460 Z < cj 460 STUB OUT FOR /00 FUTURE PHASES 3 0' 455 - 455 0') m 1.0' M N / N N PROPOSED STORM 450 GRADE CD 1 PIPE 419 450 W U) 0 ULu / + / SNITARY olo / 8" CLASS 52 DIP PIE 3433 00 g6 WATER LINE 445 o o LA / 445 c+m 0 0 o >� Qa / o M (D U) / 440 0 (M U) 440 _o n > / SANITARY J <3.5'PIPE 33 32 In W / 435 > > / 435 �0°IO / ANITARY / 00 j IPE 32-31 / EXISTING / \ GRADE 430 430 / / 425 425 STORM PIPE 119 SANITARY PIPE 6-5 420 420 415 415 O r� r N O (♦I N CO (♦I M W (D N r� <- N In (D I� M <- 00 (D 7 p c� I- LD �0 LO 0 V O co Lo O 00 LD N C6 m N C6 n m LO CD� M N m O M N C° (") LO N �:$ h m 7 O N � N LO °J in r O (o 6 N (D 7M 7("% 7M M V r� V 7 7Lo LD V Lo 7Lo 7Lo V(D 9+50 10+00 \. .. 1 0 1 \ \ \\ \ T f o1/'I d I I \ I I I I I IIII \bo \ \\ \ \CD Lr) \ \ \ \\ `� \ �� I \ \ oQ/ 1 11\ I d \1\\\\\\0\\\\ \\ \ \ \``••��• • \ 1° 1 1 1 0 1 \ III \ \ 1 \\%\414.7\\\\\11-1\11-II I II Olb� II I III II 1 \ \ °° I I I I 1 01 It1 Q0 I III \\\\\.\ 1 I\ \ \ \ \ \ \ \ \ I I I I I IIII h \ \\\/0`�I\ \ / IA \ 11 n \ \ \ `\\\A \\ o \\ \ \\\\ \ \ i \ \ \ \ \ \ _ \ \ \\ \ \\ \ \ \ \ 1 \ D \ �` x / L \\\ ° i Ili�l\I1�9, r \ 1 1\ \\ \ \\\\\1\11 1'1 '�• ,,(( o I I '11 II\IIIIIIIIIIII111111III I' 'IIYaIII / // /// 11� \ 'I \ \ \\\ QUO ' I 1 I I III 1 1 I \ I I 1 11 I I I' IIIII Q141 //,/ ///1//// IIII I I I IIII'llllllllllllllll IIII' I Illllpll/ // /// //// /////// IIIIIIIIIII111'1 IIII�IIIb9 1/ / 415211 II/ x of o , O\ 1 / I / / 11 1/�o // / l // / / / / / / - I I 0 v ! \ PA 00 00 00 00 WARDELL CREST lq L \ 438 ' o q36,, W. ♦rid �--- - - - ®llcm 1 Ewlftwiim�r®� 15+00 a wmi�.lW011wo� i� AIM %..�, 1 III_ ` i._'�\ '►.� 16+00 0 50 PROFILE SCALE ��pLTN pF 00ay •� i CLINT W. ss 9S F .LET a, • • -4 Lic. N $4320 40 ZG g/ Io/ zozo ��vlk ^� E 0 rn N � N C > E v E w -� 3 � w w Q a o 3 LL W o m U j cq z w -L O co rn C7w rv� v zF? v 30V)Q w S c ry "" V> 1O z O W W W ~ o rn vM Lu 000 00 w 2 2 2 or 3 888 aaa o = Ln Ln Ln c� Z) W W W 0 F 0 000 w N ry V ti H a O v rn z 0 DATE in 10130119 0 am 17+00 17+50 rillilillyll, I'IIIIIIII\.\III \\III � 4 / / / / // h � I j11 IIII 1 \ \1\ \\ 11' I I 1 1 / I ♦\ \ \ \ \ \ \. \ �.. / , / / , 1 \ \ I I III , / II \ \ \ ♦ \.\\ .; / / ' ' / � / / / / I 11 \ \\ 1 1 I 1 I I III I I / ,// III � \ \\ \\ \\ ♦ \ As9 \\`\ 1 18d' s I 41 \\. \ I ♦\ ♦ \ ' I 11 ♦ � ` ♦ I r �.,/ r /// / // / I I I j11 1 1\ \ \\\ \\ 1 \11 1 I�I I - 1\ \\ \ \ \ ♦ �As�, ,' / /� / / /, / / / / /// l / I I j III I' \\ \�\ \\\\ 111 I / / '' III \\ � ♦\`\\ I I i 1 III I I I 1 \\, N \ ♦ ♦ \ sQ , , , / , .// , /,, , / , / /, / , ' I I I I IIIII IIIII I I I \\\�. \ ♦ `�. // / // /// I I IIIII II I I 1 I I \ \\��\♦\�\ ♦\ \ /// I I I I I I I 1 1\ 111\\ \ \ y /�/' // //// / / I III \I 1 ///�//,/ // // // / / /l I I I I I I I I I III11111 \\ 0 I I I o / I of I o I I 10 I I DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN Lu (D J J WQ vrr^^ ! > w a -i J_ 0 LL J m 0 LLJ o a Q w z 0 O W C) O O Z O U) JOB NO. 40919 SHEET NO. C8.04 L L / I 3 \ I �— —don on = — j.sn I _ > E BITTERNUTLAN —NVS—� >t-- I ---------- - \ �� — I �� �� O�, a z z VS d w � O _era m—C—�____-------- --� __ _ __________ ¢_ PLINEYRO —x— zWyM ., o don _ _ Uj _ 1L _ _ X - - -— — — — - — — - _ - -- --- ,din---- _Mn -- �� — — — — _ — �� l I I i 1 i a" l�n d�7Ll F— l�n n _ W - ---- -- _ - �►--------- ----- -- _ o __ - J / I I I �O - - - - - -_ _ _ / W W W tea' / / � a a a -- ---- a / tl� wIA U NNnI i - - Ln DATE N a - s \ j\ - - _ - > o} ODROA6WN820 " VS '4S y - \ / - - - `� COSTANZO . '� � R. ' , d • - 0 SLb� _ - ` �_ \ _ / ib , / DESIGNED BY _ _ N -' • °h. .. //- �Odb - •- __ _ _. � ,' _ i - -_ _- - _ N�- gyp°' \ — •• 06� - Sa - - , _.. - \ _' ) d - : SHALLENBERGER CHECKED BY • — - — I I \ \ \ r � I i - " - --- SCALE \ ' _ / (7) QP v (8) QB V (8) UA (8) QP (8) QB v ' " < (8) UA - — _ ()7) QP ( (8) QB v �,� = 40' �'— — \ _ _ - _ _ _ _ - - - / f Alboanarle Comery atlue Plan Checidlat County-Te be placed oa Laadaeape Plae. \ \ (Handbook, _ - - _ _ -_ - - k. PP Ill-2a4-I11-297 for eospkle sPedlumtloas) /.. ' • / i I — _ MOS IO b Items shell 6e ah - LU Troos to ba saved; V / / A - A / ® Limits Of clearing P trees to be .,,W type (outside dri lior of ); �t1on and typo or protective forcing-. • y/ I _ - _ _ _ _ _ - - - - i dtangrs requiring tree well. or wells; J trenching or tunneling beyond the limits ofelearing. J 2- Markinn- a I I ® Ali heft to be saved shall be marked with print or ribbon m a height clearly v11ibl'to equipment operators. Z Hq I _ ng begin until the tree marking has been inspected and approved by a County Inspector. > / ^' EXISTING MIX OF ' I ' � 0 NngrotJ+ an.11 (17) PA / / / HARDWOODS ARID 3. Preca�- .t is n. / i I I la, 7'rea psestrvation and protection measures shall be reviewed with the contractor on site. O � EVERGREENS TO REMAIN r � � , I , 0. Eshihmeaf Ooentioa sect tonne• Heavy equipment, vehicular traffic and stomp of construction materials including soil shall not be permitted within the dripiines of trees S. coil E:t sect Sto—water Delta :h Devl e=• Such devices shall not adverse) affect trees to be saved. W EX. OVERHEAD Y Q UTILITY Fires: IIIIII� > Z • I / / _ Fires are not permitted within 100 feet of the dripline of trees to be saved. EX., -OVERHEAD / / / / — - CL -j J k7TILITY / ' % " _ , , , 7. Toxic / / / / < O acl� a / / / � / � / / _ � Toxic materials shall not be stored within 100 feet of the driplirc of trees b be saved. � • �� - _ ,i / " : / I l _ " " - ' - & Protective Fencing: j co — d / / — - dH0 Trees to be retained within 40 feet of a proposed building or activity shall be fencing- 1H0 dH - �— — HO — — - ® �Po r grading aC ty protected to g by B Q O �-d dHO — — - / HO - — ® Fencing shall 6e m place and shall be inspected and approved by a County inspector poor to grading or construction. Lt_ L �-Iy0 -- - HO-�- ` O� ®—_ —d ................... ® dHO - dHO — — gro P f _ / / HC��/�� ' \ _ - _ - - ' 9• ® Witted fortmd kmast be raised within the dri line of a tree to be saved, a tree wall O Z SS\ / - i that{ be provided and a construction dctar7LU �H .� lift)O— _ / approval.z ----\ ---------- \__---- --- / _ — — — / - -- - - -�- - - - - - - - - - 'C \ I \ to. Tree walls: _ o a - When the gmund level must be lowered within the dripline a tree to be saved, a tree will shall be provided; and a construction detail W submitted for approval 11. Trenching and TnnneliOt: /�' D F l - __ =-�i - - Qa What bmdung is required within the limits of ckenn& it shall be done as faraway from the trunks of tree[ as possible. T®eling v CHBURG RO / __ _ — _ \ \ \ OLD LY N ' _ \ / I tmtler a large tree shall be considered av an alternative when it is anticipated that neassarylrenchiug will destroy feeder roots. (PUBLIC) _ — I �T - , 12. Clean_nh: O / -� ® protective fencing shall be the last items removed daring the final cleanup. w O " G / / \ _ / _ / 13. D mated Traa: in fatiliaetion or other methods recommended by a tree specialise / - - _ i , - - _ _ _ - / - / Damaged trees shall be treated immediately by l & > - -- ' THE CONTRACT OR ON TREE CONSERV ATION a L / / / / / NOTE. PI• yS THE LOPER'S RESPONSIBILITY TO CONFER WITH � b�o> - i REQUIREMENTS .(� a' / \ Elf. BMP a� / 20 3j _ f OWNERSI Ln ATU v - - - - S_ a -------------------- _ - - i - (DATE) ,^ /� I �A 511106 Page 1 of 1 �--I V J , / I I CONTRACT PURCHASER SIGNATURE V L MOSBY MTN SUBDIVISION I �} MOSBY MTN SUBDIVISION II 0 1 NO. 7 40919 I > ` 0 20 40 80 - i w I O II `� m co SHEET NO. L 1.02 L 5�� / ' ' - \ \ \ (35) VD-B _ _ \ \ �cP\ (35) VD-B iGP — UGP LOT 12 �� (4) FG ' (4) FG V o� . 1 V A V A P .KING LO _ - CONDO #3 C_ ONDO\#4 \ �ARKI� SLOT \ I \ \ \ \ 1 \ - \ 3) CF ff (4) HP (2) CF \ N o(6) PICNIC LOT1 f (39) IVV " LOThO i Lbb a 09t, r ., . `ci i0 \ 6Sb :C1 2 °S I \ \ w C cn S m , \ jj I M` ao v > o N g t- g I ' L T9QP - CONDO # 1 F \ G �x�N a J(2) CF (9) FG QB Lu za Ln aW �W aoocnticn 11CA (2) (4) OT8 u �ooUUQ x in :: Z " (2) QB P RSE TI / 2 \ \ o I I Oaaa () -- - o.•- qa (8) AR - - — — - - s (5) AS ' (5) LS W I; / / � w w w i w w 6AS � v I SA 2 � , NT�I�SE ION SIGHT LI � \cz Am\ � / / // o o > j U www o s � t° 1 IV-LH - - \ " \ \ ..... ' ::..= �78) F LM s g ::`.:.:':''..' ; > w o o — \ \ (3) NS 1) H I• ..:_ 1 4) GB 5 CF � DATE LM (6) AR \ \\ 1 d OSb \ 5 / o= 0410612020 DRAWN BY (2) P (2) P (3) P / A A � \ A I \ �.\ \:.• \ I OU D D �M (10) RA LM- o/sd� \ 10) (3) CIFl R. COSTANZO (2) QB / DESIGNED BY SHALLENBERGER � / (5) JV _ y \ \ (�t).. i4....................................' . ,.� -_ ah / CHECKED BY _ \ \ k a 16 VD -CLOT d \ [ > 600 SF • / -LOT 3 IS LOT 31 - " — / (4) AS SCALE \ 'TR.. 130 \' L:::::>;:..: as / / I ,1 = ' LOT 30 AR D � \ ti 4 _ / (5) AS P, - o.�, � O CF � - s > �� bo / / JI \\ o \ \ o LOT 7 2 CF \ \ C \ �� g � \\ a ro \ M ,... ........ __ O - \�ti \ `$° LOT 3 (3) AR s \ 3� TA.B ('LOT 2 SEE LARGEMENT -SHEET LOT 27 �a •s \ s�y / = \ \ o / LOT 26 LOT 25 EXISTING TREES TO REMAIN \ \ BETWEEN OLD LYNCHBURG ROAD \ " LET 4 / -i \ ~ AND THE PROPOSED TRAIL, AS A � � �- \ LOT 5 • • � / � � r, _ OT 2 \ . .// ;,/ BUFFER. SUPPLEMENT BARE AREAS, \ \ \ \.; \ \ \ ' WPO BUFFER, TYP / \ INCLUDING REGRADED AREAS, WITH A MIX OF EVERGREEN AND P / DECIDUOUS TREES. A \ � �v\ ��- _ � \ \ \ � (2} AS • v � x 9Eb Lu o. - - - - - - - / Q m 5 - - - -- - ---- - - - - -- \, - - --_ . / Q z - \ o \ \ \ I � \ \ \ \!K� P / \ Ago \ i / R \ _ - " SEE ENLA GkMENT \ \ — 0�a ` - __ ° / N \ \ \ \ /42� / I I \ Lu Z ION SHEET1.64 \ \ \ _ - 5 = I \ \ \ \/ / 1 1 Z \ \ Al Lu \ I i Legend - Groundcover Grass Juncus effusus (JE) I I \ \ \ ass o. \ RESIDUE #2 I I I I \ \s2 r ®Hemerocallis fulva oeoeo oao Rhus aromatics I I \ ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT (HF) 'Gro-Low' (RA) { II II \ \° / I I \ \v, \ o DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE o I \� F\\\ GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE \ / / / / 1 ' T I Liriope muscari Iris sibirica I I I \ \ '^ ^ o Szv \ PEDESTRIANS, TYP. N >•>: Perennial garden Amsonia l I I \ \\ / \ \ \ \ \ \ \ \ I I �1 \ % 9 (PG) tabernaemontana \ \ \ Panicum virgatumCL \ I I I I \ \\ n,\ 2 \ \ \ \ I \ \ \ �►\ \ \ 1 �r V) 3 'Cape Breeze (PV-CB) v ( I I \ WPO BUFFER, TYP \ \ \ a JOB No. , l Panicum virgatumIl I I \ 1 \\ \\ I\1 �\ 40919 'Shenandoah' O I$ 30 60 SHEET NO. L PLANT SCHEDULE QTY. I SYMBOL I Scientific Name ICommon Name ISize ISpacing I Root (Notes 110 Yr Canop�Canopy Tota STREETTREES 22 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 8,734 28 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 5,460 7 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 98 17 PA Platonus acerifolio 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 48 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 14,352 28 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 10,360 16 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 6,352 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Service berry 7'-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 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 nigra 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corn us 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 Liquidambarstyraciflua '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 sylvotica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 21 PA Platanus acerifolia 'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,728 9 QN Quercus nigra Water Oak 1 V Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuia occidentalis White Cedar 4.5' Ht. As Shown B&B 10 100 Total = 73,095 SHRUBS 44 CA Clethra alnifolia '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 v irginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 IV-LH Itea v irginica '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 Orange Daylily 24" O.C. Bulbs 8091 LM Liriope muscari 'Big Blue' Big Blue Lilyturf 1 Qt 12" O.C. 1700 PG Perennial garden 12" O.C. 90 PV-CB Panicum virgatum 'Cape Breeze' Switchgrass 1 Qt 24' O.C. Cont. 448 PV-S Panicum virgatum 'Shenandoah' Switchgrass 1 Qt 30" O.C. Cont. 210 JE Juncus effusus Soft rush 1 Qt 1Z' O.C. Cont. 40 RA Rhus aromatics 'Gro-Low' Gro-Low Sumac 1 Gal. 36" O.C. Cont. 97 is Iris Sibirica Siberian Iris 1 Qt 18" O.C. 83 AT Amsonia tabernaemontana Bluestar 1 Qt 18" O.C. Legend - Groundcover 0 Grass Hemerocallis fulva go (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica 'Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) 2 L 1.04 B10-FILTER PLANTING PLAN JCALL : F = 2U vi C! M 0 x U D 0 a! x 0 w W U u a z 0 in 0 0 y Z 4 z w o a g U Q w o ti�Q o W W V) LU ooOj O O O U U U K (X Z aaa Woo >;L wu,w DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY SHALLENBERG0 CHECKED BY SCALE AS SHOW 1� LU J J aw J 0� Q Jm LU a 0 0 LU 0 0 W " 0 0 `0 2 D 0 V) JOB NO. W J d Z ZZ J a a m W 0 V) 40919 SHEET NO. L1,04 L