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SDP202100019 Plan - Revision 2021-08-02 (2)
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N 54380 4� I/ 30/ 2021 d 03ol'ONAL I"O'be M E 0 o N � N C > E a E w LU Q LL o 3 p LL �Lu UoMo z .. — i O rn C7 LOi � a 0i � Q U) o LL w m>m O LULU cU� U) wM LU 00 00 O O � a a M O 2 � � C7 F N ~ w F \N p M Q z O DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN (wI� V J I� U) z W > O ^ w L1 J O LU J U w m Z W LL O L0 O LU z 0� 0C O 0 T� i O U) JOB NO. 40919 SHEET NO. 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VERT SCALE: 1"=5 VERT SCALE: 1"=5 C5.05 460 460 HEIGHT OF OBJECT = 3.5' 455 455 i / 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR Za/ / 450 / 445 — — — PROPOSED 445 / GRADE \ / aao 440 /EXISTING \ / GRADE 435 435 430 430 425 425 ROFILE SCAL 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = 3.5' OBJECT = 3.5' 445 445 SDL - 3 ' TO ENE OF NEW HORIZC N DRIVE _ 440 EIGHT OF EYE 3.5' SDR 2g0 / 440 i _ PROPOS D GRADE 435 435 `EXISTI G / GRADE 430 430 / / 425 425 i 420 420 5 ROFILE SCALE 415 415 L mo ���t,pLTi (l•e�r n , 'A •. F�/ / /� / I I I � \\ / t� 1 �/ / / / // ' /i__��=Chi/// / � __ -_ � \ \\ \\ \\\\�-- �� \\o •• � 'y / I I 1 I '�'� A \ �� / / ��� ty \ �'�'.: - J � _ ' / / / - - - - - - ' / Ski / i j ` \ � \ �\ � \\ \ \\ \ \ \ \ \\ \ ` ` ` \ \ \ • � CLINT \:. T W 7--. \ , — i \ \ \ \ \ \ \ . \ . A Li00 e. N . 54Jae 4 • SIZALE 1"=40' _) / / / _ — /� — _ — _ // _ — , \ \ \ \ \ \ \ 9//0/2021 'V • j� �'�\I l0 1 � \ \ � \•: ''�h \ _ � r. .'.;:;;:�,I::.. 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I/ / / '�,'�nv / � h �:'�r'i'.'r. � / U 0 � M z :o I � .�• I l // / // // // / / // / / / // / / / I I I I 1 1 1 I 1 1 O ' \ \\ \ \\ \\ \\ \ \\ \ — �// /QQO W / cv / ------ '::',',.•;:;';}'.'1 / ;}:!;';';':F '�''•' .c.: , / Z / :. / / \ / l / `'.l'o' ��� / / / � DATE 436.7 ' I 1 11 1 I ) I II — — \ \ \ \ \ ` \ \ \ ` \ \ — ' 5/ / c / X — — ':.'..:46� .r�:: ., ', J / v / / .. / / / / 446 ..F'.'::• / / / \ 3/18/2021 �• / / / l / / / // / / / // / / / l I I I I I ) I \ \ 11 1 I I , \ \ \\ \ \ \ \\ \ / %/ice%�_ / / / L— //1- // // ,� / Q / , / / / / / / / ..• ;/:;';'J, / / O DRAWN BY _j 459 C. GAYNER / / / / / / / / / / / I I 1 \ ` � \ \ 11 I I 1 --_�_—'�_—' i/-�' /"/ Imo\/ \�' _' / � /.'.'.cc::: �� � ,/ Q " p•�h'h"�•. , .../ / / �':�::Yy'r'J'�`�� / / / `. 90 / � \ \ \ \ \ \ � _ / / � :: .• / / / / cp / .••t. :; :: ,r.•':::?�py�hci'.^;.'.. ,.� / / ;.. QS �.� 44 ::.�.. / DESIGNED BY r l l l � l I \ \ 1 I 4 \ � ` � \ � _ � ' ' ' ' i / l / ' � 458:....; r h;;o.:.::. Q ��, :):1'::• V / / A / / / / � I I I \ \ \ \ \ \ \ \ \ 1 1 1 25 \ � � _ � � _ , / � _ _ � , / J � '�' / / / / el ' � ::.P. D••:rh.;r:�' �g �'! � / / \ :.. f::.: • / : �:,. '. `9:T:)% C.SHIFFLETT •:457. ''� / / :. t. /f:': / / -'1\ CHECKED BY / I I I I I 1 \ \ I ' \ \\ \ \ \ \ \ \\ \ \ \\ \ !Gc �- - _ -�__ _ _ J / I ,�, ::r I 1. ':...:: / ..../ QZ • / /SCALE �„=40' I 1 \ 1 i ` \ � \ ` \ \ \ \ \ / / � — ` ` \ \ \ � — — — — �— � tr .. / / / / / ::. :.: 447' / •f.,;F; .';, l Q i ^ • , I.� �. ••/ / 455 /�l / •'t;;:::': / / / " \b�� C. SHIFFLETT 4' I I I I\ \ i %::.•;,:ISCALE I \ \ \ _ _ _ _ _ — — — — _ ) `?:.;.: / I I • AS SHOWN ARS AM HEIGHT OF OBJECT = 3.5' 460 460 455 / / 455 i 28g / 5�R 450 PROPOSED 450 / RADE HEIGHT OF EYE = 3.5' / / 445 / 445 HEIGHT OF OBJECT = 3.5' 440 440 OR\ZONOR\/1100010/ / 22� 10N / SQL / / / 435 / 435 / \ / EXISTING \ / GRADE / / / 430 \ 430 / / 425 / 425 / i 420 420 0 50 PROFILE SCALE AM ARO 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 EYE = 3.5' 465 T O FND OF ' 192, 460 460 PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 0 50 PROFILE SCALE (W V J J I --I I ~ w Lu LL > O ^ w L1 J O Lu U J w coZ W Q Q > O � C) O Lu " C) O O 2 O U) JOB NO. 40919 SHEET NO. C5.06 9+50 10+00 11+00 1 FUTURE ROADT15+00 O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+50 10+00 11+00 12+00 CARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 GT LTN r GT \ I 3 \� 1 I 1 1 11\� \ \ \ \\\ -y 3 / / ll // / ///� \ \ \\\\ , �: F rr \I 1\11 \ 1 1 � \ \ � 1 II \ 1\ 1 1 1 11 1 \ \ \� \ \ \ \ \\ cP� / / / /V/ � � y. � \ ';..M. \ F \ / / / �'/i/ // i� / // / __ —_— \\ \\\ \\ � �� � • I \ \ 1 1 \ \ \ 1 \ 1 1 1 1 1 \ \ \ � \\ \ \ j / \ \ n . V ''{;�,:. \ � / � j �_ i i // / / � — — — _ _ — � \ \ \\ � • � ri' i CLINT W. 7 � I I 1 1 \ \ 1 I \ 1 1 1 \ \ / \( / / � �\ .ram \ ..•;..'\<::�4;'. \ � �'� / i � \ , \ \ \ \ \ � ♦ • \ � \ \ \ � I \. 1 \ 1 1 \ \\ \\ \ \ \ ' 35• / /� \ :. \ •`".,•'.:�\:•• \ \ \ / ��'— _ �/ / Ski � ` \ \\ , \ \ \\ •p +i \ \ � \ \ r \ \ \ � \ \ \ 1 \ \ \ � \ //.i — — / — � /// /�_ —_ � \ \ \ \ \ •v 7SI.LFFLET �• \ \, \ \ \ \ \ \\ \\ / 4� / \/ •,.:::' \ O\ \ \ \ I r / —_ —_ — — — / /i/ _ _ / /ice _ `_ \� \\ \ \ • y^sr 1 \ \ \ \ \ \ 43g I 1 ' • \.... \ \ � , � � � ' � / \ • �/ 9/ 30/ 2021 w; a• OVAL � G \ \ \ I I' \\ •\•.., \• .':.'.:*. \ \ \ \ //// '� //� /i/ i' _-- i'/ \ \ \\ \\� \\\\\ \ ~�1111111 SCALE 1 "=40' \ \ \ \ D6i_ 3. a: I \ 0_ 40' 80 \�. \•'.,. �, /i /ii/ / i_ - __ -__ \\\\\ \\\\ \�\\\ \\ Qo SCALE 1' =40' LU \ \ \ \ � \ O � _ pG I ..Q.. ....—�,. D .. 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I � 45'" 1 1 _`TI I�-I\�\ \ \ \ � '�/``` \ \� \`\\ W�-� p U LU vM a ! ::A' .\ ... \ \ \ \ \ \ 1 / (� .: :•:1.'•::�..::':•. \I I - \ / I I 4gs�444 \ �3x _ _ - - - o - _ \ - \ \ \ \ z I- I / �;�.i .' � � 4g ��d �: a '. \ \ \ \ � � �\ _ /�N �•.,458 �• \ / ... • \ '� • � Cp LL w }--- �-T--T---- \ - q-- 3 - \ � -\-- - --- \ I \' L y -. :' ,. .' .. :,•, - �� of ---- __ \ \ oa � I I I \ �.. 1 1 \ \ \ x '•,' .. � 1 PSG` I Ip,� 1 .i•. � � �—,_ ---- _= ' -- \ \ \\ \\ \ \ \\ xva� 0 W W U). \ I _ \ I / N CARDINAL HILL LANE/ / I I Q\ \� 2 �/• ,LU •.... - - - I \ ` - � - - \ \ g'C � / 456:.'.:''}:�::'':•:: - - / -MM- _ � \NET( � / ... '.. ,, .• . ,.,.. ... 1 � .. .a .i'. ::' I — � ...�. 7 '���• \ •.`� P :', \ \ O O 1 00/ \ - _ CARDI AL HILL N S\GN y - // / 44847 ::'': I - - -_ N::.•.• . co. v., #. h^� :::'.•: \ \ \ U U Ds IGHT DIS'fANC \ _ Ds_ / `. • I 1 ::.;.;., t 1 I I \ 1 I - co .-.:: •-7• • \ \ \ - R.:.. 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PROFILE SCALE PROFILE SCALE PROFILE SCALE C5.07 L 45 1 It I I I L,,,I,..,f.'. \ \ FUTURE BLbC S 9-11 \DEVELOPME T "NaPARKING'/ — ---�` L� .','�•,.'I' I..o. e,l. ele ,,..�po. I '// SIgf4 / // P..�:i I FUTURE // ,' vREp6 VOOTR/W TO CA INALHILROAO LLANE COMMERCIAL %S //' PROP /ENTRANC I � � \ \ / I .1 a )e •I I 1 I I / �l \ / _ ----\ \ \\ \\ ` 47n \ — IN 'A -4 F P LT N �� �00 CLINT W. 7: Lie. N . S�Jae 4� -go .4"UNALVItipor 45 ^� A it o E T, 3 o wo Lu (D Lu a' Lu \\ \\\\ (nS v ry z 2 Lu Evan U) 00 ori M R R 0 00 \\\\` \ 45 \ \ F N� co I , \ A \ W O N U Q �^ z /' \ \ O p \ \ \ is DATE \ \ 1 1p+\,1 / / \ \ \ \ \ \\ 0 311812021 so / \\ DRAWN BY C. GAYNER 1o+0o I ' u \ • DESIGNED BY \ ` I • C. SHIFFLETT \ \ n I 1N • NAD 83 I CHECKED BY \ I _ — — — — 1 \ I I I I • C. SHIFFLETT ( I I I I le SCALE 1"=20' a °p • • SCALE \ 20' 49' • AM EIGHT OF OBJECT = 3 5' 465 465 \ \ SDL - 280' 460 460 1 EIGHT OF EYE = 3.5' EXISTING GRADE 455 SDL 280' 455 HEIGHTOF OBJECT = 3.5' 450 450 PROPOSE GRADE 445 \ 445 440 440 435 435 430 430 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - NEW HOPE WAY HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 15+50 16+00 16+50 5 o1 0 50 PROFILE SCALE J W 0 uJu I� I z J ce W 2: > O ^ w L1 J 0Lu U J w m Z W Q Q > O L0 U) LU Z 0 O LU z 0� 0 0 0 0 2 0 JOB NO. 40919 SHEET NO. C5.08 L 7 \ \ \ ` \ \ \ \ 1 1 II \\ \ 'I :j CLINT W. +S -o Lie. N 54380 �4. \ \\ \\ 1 \\ I 1 &0,1/30/YU21 v I 1 \ \ \ \ \ \ \ \ \ 48 \\ 1 \ ti co 50 D WbOD R AD\ NU E HLu IL 0 22"/ \ \ I I I I / wLu -i mc� 22' \ \ \ \ \ \ O \ \ 1 / / I w U Lu 30�Q w oa p �� � N ii 48 w w \ \ \ \ \ \ \ \ \ \ i j O O 00 ui \ __------ --------- -- ---- - / I , I 11+p�'���TUREB o bD DE LOPRE�iIIJN Kt 13+50 , 1 - - - - - - / dRIZON ROD � ' � — � � � / / I � I 50 �- _ \ / -� P - \ oo POSED 61' v OTRIW - -„N T'ARKIN — _ _ - • ' „ - ' �- / ,' / 1 / / / , I I l y� II \\ \ ��\ / \ \� L F N� ~ 1 - SI N R7-1 U - , 10+00\ \ x a U o a O , 14:t4 FUTURE COMM RCIAL -ids ' / ±176'TOHI KORYSTREE I 11 \I / \\ — a p ENTRANCE - 1 \ — Z a a / \� �cP / /_ 8S / / / / I 11 / i / \ 1 \- - _ - ; DATE 311812021 DRAWN BY C. GAYNER \ 1 / / / ° / / \ \ - _ _, • DESIGNED BY - C. SHIFFLETT \/ /// \ \ \ • CHECKED BY �, I —� / - - / / / / / /' / / / / \\ \ \ , — — \ \\ 3 • C. SHIFFLETT ------ • • SCALE / / 1 / 1 I \ \ \ SCALE 1 "=20' � /' //' //� // � // � //� I //��1/� / / I \\\ /y- I_ _--�\\ \\ \\\I ��\ 0 20' 4 // • N.A. .,nn snn EIGHT OF OBJECT = 3 5' 495 495 SDR - 183' (TO INTERSECTION) \ _ EIGHT OF = 3.5' 490 IYE 490 \ EXISTING GRADE \ 485 \ 485 _ PROPOSED \ SDL-280' GRADE \ \ \ HEIGHT OF \ OBJECT = 3.5' 480 \ \ 480 \ \ 475 \ 475 470 470 465 465 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE PROFILE - SWALLOWTAIL LANE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 15+50 (w� V J I --I I U) LU w < I > O ^ w L1 J 0 Lu J U w m Z waLL Q L O L0 C) O Lu C 0 0 2 (O� 5 U) JOB NO. 0 40919 0 50 PROFILE SCALE SHEET C5.09 L =1 11 I I 1 �_ Mal lei 1 AV A,1 �_J e 505 'O q . +- OLD L rn CA 4U) m _ rn — UGP— J I r 1 1 I 1 1 I I 1 1 I I 1 ' I _J L_J 3+0 13+50 — UGP �CDP� �� II N I IIII UGP/ I I k 14+00 4�15 0 15+50 15+6 -t-----�----- - - — - �1-�-- --�- ----tW / I a W — i N SP�Nib i SANS ±19T TO BITS LI o N'*W- UG� UG —UGT— — — —1- — T •. / co \ \ z � (D \ \ 0 � U> ti o. O ° rl 1 �a /` 00, 505 500 500 SDR - 280' 1EIGHT OF EY = 3.5' EIGHT OF OBJECT = 3 5' 495 495 490 — 490 PROPOSED \ GPj DE \ SDL 280' EXISTING GRADE \ 485 \ \ 485 480 480 \ EIGHT F OBJECT = 3.5' 475 \ 475 \ 470 470 9+50 10+00 11+00 12+00 13+00 14+00 Sight Distance Profile HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 16+50 I� r � I II 0 I II I SCW �20r— I 1 i II I UGT i 0 20' 40' I / � t pLT N ��F e!i O � CLINT W. 7: 72slUFFLET >� -o ' L: N 54380 4� G 9/ 3O/ 2021 4V;= • 04 *ON A L ee`r tie......••` M E O O N � N C > E v E w Q LL o 3 p LL j V 2 Z .. — in O o C7 Lu �� w v a 30 =x UU) oa "==;r w 0V-1 V-1 Ln�>� O ww _Lr; U) wM LU 00 00 O O as M O W W U �� 0 N ~ w F \N p Q o M Z 0 DATE 0 31181202, Y DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=20' e= (W V J uJu I� I U) z J W / �O/�// J 0J U w m Z WaLL Q > O c) O LU C) U) 0 0 T� i 0 U) JOB NO. 40919 SHEET NO. C5.10 L /J ° , yI O. /'/'//"/✓Till//q////ir i //� / /-T�--t^T - Al Ilk ZZ PROP. \ / O - /// � i / / // r/ i / / r // /, /, � i� , / // , / OBI J / ,:avu- - _ \ J ! /�j�����-���a�\\ \ i /i , / , ice/ ,1/ / _ _ _ _-_1 1\ 1�I I 1 I I�I Ib// / ♦ l I I jj/ //('-� (�Ill Iilk I 5 -4 /-_�. 1/(IIIIII . (� - i"1� \ \\ \ \\\\�� ` \ I' )• \ 1 \ \moo\\ \�_ -_��� / �irra'�� __i // _ _ __�_- \ f b/i . 1I I L Maio\-* I) \\III) / ' / ' t \ iii 445. �_ ! I T'r �r� .c _� ` - /� �! (\� \\ \\� \ I 1 J \ \ \/. lJ'((II 11 /� _ _ �� 11 11 I I I a / ,- -ice�480:%' r ' - ;\ l/I/IJIIIII 1 //JJIII//IIIII _���\/�--- p\ a. I { / //y/ I I I T• �� / / / / �I/� i� \ I 1/I\/III111)IIIIII I ///VJ/,.//��///'//\\ -I_ �- _ / ( - C \\I 1111 I II II �\ ��_- - rr. �� �� l/ //�/ //// //ii' __ / �\\ \ I f _//r• _�� '%-_ ///' 1 \ \ - L _ ----� - _ =_' 'f ' � --_ � r %//�, _� 1I \I \ \ +\\\ \II\ \11 \\ 11 \\ - - PRE -DEVELOPED ONSITE \\\\\\\\\� \ __ I ///% /1 1 �?!•� r -��� i//%r/ II� / \I \\\t\ \ \\`- / //I/ I 71 fill I v \\ \ \\+\\ \ \ \ \ DRAINAGE AREA \. ! II I11 /// / I I \ \\ \ \\\ � / / f I I \ l III I��i_I TOTAL: 14.75 AC 0 1 \\ II IMPERVIOUS: 0.21 AC i (I p /r/ I \\�\ \\\ \\\ \II ` *I / / - _ _ I / - \ r / / l\ \\ \ \ \ 1 i / _ \ 4 - \ _ _ \\ \ \ Xi 1fING RWSA 20' \\��\\\�\\\\\\\��� \ •\\� _ TURF: O.00AC !//PJ ) J 1 \O�\ \\\\\�\\ \ \I I / / / r I \ \ I I �I/ \,,,�,,,_ _ - - \ I D \ \�\\\�d \\ J 11ERLINEESMT. �_.\\ WOODS: 14.54AC / ////�/ �)�1\d�\\\\\\v\\\�\\\III r _ .�_ - 171 4 �! - - \ \\ \\�\\\ \\ tI 11\ \\ \U\\ 1 �' I I / I- - - - __ - L 1 \\ \ \ �u�\\�ti\ 1\\\\ yDl 1024p. 148D. �\ \\\\ y\�� CN=61/ / r 0\ �\ U1 r/ _� _ - -_--- I \ I J t t �t \\ -r9 150 \\\\\//o'/ //iii-�,irl\\\\\\\\\\\\\\�\\ l IIII / / lZ"C.'uAdE�� - - - \ \ \ 1 \ \��t\ \\\IIIIII 'YII1W' '�/JI_ `��` �\\I\` �+ �� r ��.: % '1, \� \\ �\ \ \ W -/\ \ \ / _ a // / // J\ - � _ _ = =�__'i /i/ /ii /'/i// � /� - - - -= / j�y1 � \ _ /�'�' (1 // I I 1'l o v-.--�i//'/i ////'//"ii'//%�____ Id- / \ II \.1C ---�- a-�,� / '_<,/ C�/ 1{I I I\ '/ I- 111/M1m,�II�IIII(IIIIII(III II \\\\\\\\\\ - --' �Vy _ _ \ 71 I I l i�I// II I 1 `\ \\\\\ % o �= O O oi' - % '� / /�/ g/ / //// //� , /// / %/ � / =�50= `J/ / V \ - � - F \ I" I I \- i( I I I \ r 0000.00 /////, / -lr/ / -\/ � \ I !/ III, (I II \�\\� / // gib / I IIIII I ` / '//'/ / - _ _ - I �'.� , // ^ - _ \ - \ \ \ ' / \ lYi• /l(I I I II 1 I \\\ I (III IA /\ \\\\\\J \ Alf/l lI I /,/ // _ /' �// , //\ , _- - ` �p� \ �i=J% 1\I \ \ \ , O I 1 II�II 1 \ \\\l l 111 l /// / ' 11111'llll�l/�//;(C---- \ t �I �/'l / \ /�i \ \`\ /' Illh \ \ / r� (III Id\' \�\�� \ II / / // "/ III{I1�111/////l ( -450 \1�4 +.� ,,, \ _ \ \\ / / / l I{I �_- - \ _,.-�, /i �`t(T� \P�Pf+\-fl �- �% - _-( Jl;`I'\\),�II1,II/ l C \ \\ �'� / / I t( [ _ _ _ \ 1 I I \ \,t • / / - v I� \ 1\\'LA /li p� / /� / / /! I IIIII \ ll �\ � � __ _- �� � _ - . \I� I 1 I � _-� ` _ \- /'��"L%Eflt� CCHAR_L Ss�' E�17s5�''r / °'" 1 \\ ��-�/ =''//iii= \\I `bi1r.S'lB�hi��?i'i / \\ // / 1 \ 7/rv��f ` / r /_`�-1 I \ /`�� _ / /ii /�'jl 1 / / / /// i/ /' f� I � l�� � � �l � ��%�///, 1\ \`\�+ �.i�7�/PhY � j� I{J ✓ / /IlJl�h ' '� _ /i ,/- \\ \\ \\\ \ I�. / / / ' - ' / i i J 1 , \ \ cn , / / / // / % •-' / ' 0- // / / J ///r`\\ _ _ __ _ - /ii/^ \� \ - !/,O///.'/////��//�����'�-\��____-////l / ' l \III ' , / . / � i i '� - - - - J '/, //, // / ♦ //j � , v i i i � i i ✓ // /// //� ���_ %�111 - � � i �'i'! � / /7// / /i / I II ---`4i--- I/l,�\-c_=sue=/i%�1 \� \1\\b1 !,/i%illl�ll/ Ilpl 1 I ! / / / / /// i O \ \I �/ I / / PRE -DEVELOPED OFFSITE - ,/ Q -_ /// / / 1 /` //' / \�. a \ l/' Ill J/ / / /// // j/ l l 'TS J D _ �3 �= �'�% 4//y/ /i // r,/ - - t / / \\ y\ /�/J \ ✓' \\\ \ �\ `( \ ` \\ `\-- l I \ \\\� \k \ \ \\� 711,1111f / RAINAGE AREA ��i_� / '"//lTOTAL:1.52AC�`, `Y'�lQ'F-/5A1�(ITYyIII { II �I //l// / / / !/ _ i /' i'i���/ IMPERVIOUS: 0.51 ACgII///'�//�//12allllll�I✓IIIIII{,III ///' //I I `-- ¢-./�i TURF: 0.00 AC;��.�/��y/� /y/i /iii i// / ' _ I /1 l�l\ \ \ \\\\ \�\� •\��� II , I lI lI l IIIII \ \ - iii/_, i i i / / > \ //� ll IIIII//// 11 (III I I / IIIIII \ \ \ \WOODS: 1.01 AC // \\\\\\\\Obbi/ Il�lllli� I IIIIII /IIIIII \\\� /'��/�,�,/i \\ _ J 1 \\\\\ \ \ \ \\ CN - 73 %/\111111111111II I \ \\ \ ��- -/ //o/��� \I\\\1\1\ l �'\ \ \� _ - _ //� ""'s�° � TC= 6.0 i/%= /�ii'ii� =F/'J% /l%% %%••// //%i�'// /'( \ �� \ 1 \ / , \ / O- r� / / w_ \�\\\\ \\\\\\\11•11111111\�1 \ ��XCC /a// / \o.7-a-•s- �� _ _- \���� �/ , �j', /rye/ / Z' \�4VY � :\ l \� \� _ \l `� _ \ a\� \` _�� \ _-- \;I )\ - \\ \\ \ -8 \\2` /\1 \�\WT \\\\ .z.� .\ PRE -DEVELOPED DRAINAGE AREAS 'I ° ° �y l'II I I / /'/''' �'/''__'�_ -- / �""�='-_�� ___ ' _�-_=-_�/ice "L'(•�� // / ° ° l / i ! I \ I r s ' .� i �l _ _ DRAINAGE AREA 3 , //�/�// r i !�/ /! ,� \ _ __ _ (� \ / Oi / / I I,/ ////i///� ���' /////// / // /\! ^ \'PROP.\ / o /� TOTAL: 7.01 AC / / , / / / / �/ / p /r 1 ✓ \\( /�'/, = i� �� ^-3//G DRAINAGEAREA4 �/r /� - _ ,'41MPERVIOUS:4.24AC /i ri/ / . /, /ii // \ �i TOTAL:0.63AC \\ @'"'jam TURF:2.77AC /r,/////�/,/ j / /I I// l ,r IMPERVIOUS: 0.11 AC / _WOODS: 0.00 ACC11 o rr / , / 1 / / ° TURF: 0.38AC /r// r ,__CN=83 I �I Ilb//// / r Vol C / _ WOODS: 0.14 AC \l l l \\ I I1 I I I \ l \ , \ \ I (\ \ \ `` /� •`� `� Y ` i 1: 7J '� - \ �\°C7ii CN=67��\V \l 71 -6-s ' \ � I r�� \/l ll)\lII/ I iI f r' TC=6.0 /,. - r / r / _ - / , �irr/ii � � 1I Ii�' � � 1 � �' 1 _ / � \ \ - / _ _ ,/--- Jr,\`.%a50. a \.-- _- __ -_ /'"_' _i_i �/� \\\\\\\ \\\ \ \` \--/ %r%/%/i//d'rj/o ///�//rl//�/ I/,o �•a� l/ % // _v \ /., - _�j _ i /r// n�1IIC n/ \I IF :_z1QII \\\\j\\\�\\\�\\�\\ �\�_/�i%//////'�%/%�//�%�/r'/�lI � ll�I � �1.'�ifIj111 � \\i\\\\\\� �_ _��- ^�� \ / \ r\•r�� � ��\�\\ \��= r II'I�II / \\ l \ \ \ \ 1/1T� / I \ \ \\\NA \\\ \\ H \ I I _ - - - \ ++ 1 1 1 �r l / J l I ! _ _ _ R \ I f" . \ \mil% \ \ ,�I 2.� x ��' a 1 (•F � � \ �� � \ t i � 1fING RWSA 20' l / �= \_y -_ �_ ' \ _ - _ \ I q \\ \�\�\\\\d \t \ I 7ERLlNEESMT / / f j �. I v ', S _ 7 1 4 I �J _ - - - _ - - - -__ - \ 1 \\ \\ ��\��ti� \ 1\\\\ Dl . 1024p. 148D. / I 1 I J �C 1\\\ /r / / / lJ�� / r '' DRAINAGE AREA 1 B TO - - - - --- - - a\ \I 111 I p DRAINAGE AREA 5 �� _i/ioii r/iir rl r %l'' 1\ // o r % u T TOTAL: 0.30 AC "_i °4 / ` j% / I `�\\ p( \ BIO-RETENTION #1 .-i % , T / / - _ \\ \ y l \\\ \\\ \ 1 \ \\\ - _// TOTAL: 1.52 AC l I 1\\ IMPERVIOUS: 0.06 AC - --_- 1 � p i �, '/` / �/ I t III `\� \ \ICI TURF: 0.20AC _ /� _ _ _ _ �o t y I \ \ \ \l� IMPERVIOUS: AC WOODS: 0.04 AC _ - o _-__- -mil \ \\,=TURF: 0.00 AC % \ \ lI\,k CN = 68 DDS: 1.01 AC '0.'/ CN=73 l - o 'I I \ \1 I / 111TC=6.0 000/.00 \\1 l\ \ 11U1i'l�V/ \\ \\/ r � _1 � o� \\1 �\''_��_ %/i jj\\\\d _J46b �ij' //'/////% / / I / / _ - �- ' ✓.r / /I 7 / \\.� _ _ _ = /�A \\\ \ `f . % /l/1// //+� / ( % I /1�- '% / /// ✓ \ 7\ a \\ `q� _ / / /i _ _ ` / /0• � ./, - /, i ` 1T-�' , //�-\`�- - iii\\o\ __'iii%i "/ // / / /✓ / / /'/ � ' _ / /i / _ ./�//1 , I// - �c y�� �� / >/////J �/ / /r , / /•I - III •(/ i / C`- " \�\ \\ \\� \ \ '�\�\ \n�\P IIt/ �J/O/ / q /.111\11111�11 6 /. I \ 1q I / / ./ / i/i/ _-_- ill//i/ r \\ \ { (q DRAINAGE AREA 1A TO + / _ , / / i N\ I I \ / // ♦ r I 1 / /�Gi/i'/i/ / �_�= i - /h '==>� //i i///iii/i I // Y� // Ilrl ! v \ \\ \ \\ _ /��Q 1 �1 II \ \ 1\O\ BIO-RETENTION #1 // I /r \\\ I � s I �_ �� / yip �\ ,'Yr� I11 Il� \ \ /Ck\_ \ \ \\ 1 1 I TOT :4 •/- / //� / ^7h i 1� / /i ��/ri'///// /��_� - ===5/% ��i/�'G",i/inQ�(�`- \\\ \ \\ \ AL .48AC �/ r/ M/ // i//i/.f'�'//./%i/ ==== . //sj� IMPERVIOUS:2.68AC '//'� 4�� 1 /l// / Ca 7 _'/ , fi /i/ /i rii �'� �_ /� i \ TURF: 1.54 AC I /// . I � �/ /%� / �� � _ O,-�- , /i i /�%/i / � / Il// / /i � / I y/�/ ir� %ifs, %�,�ryy�� /may /i � /Z WOODS: 0.26 \ \\\ CN = 83 DRAINAGE AREA T `\\ \ \o�\ \\ \\t 2 TO \\ \\ "\ \ T\ 6.0; ' I . l wr BIO-RETENTION #2 /�, \ \\\\\ \ M� a►: _G TOTAL' 2.36 AC /ry //G v 1 1/ r \ \ \ /d\\ \\\' ill /''///'/i/ \ 1 e;l / / / /�. ��. ii/ IMPERVIOUS: 1.37AC ////, // / / ' � \\ -�UU""\� � //��TURF: 0.95 AC /WOODS:0.04AC0 �\ /'��'� "r✓!--'_�'�! a�\O \\��-�\ �\��_����`�_����� i% /'liN=62 `.y�4�\�\��l�A �� \- _��..��� �-_� w, \ // \JI / - .\A\I a �`\.1�� / � �� O/� _I �1\ I � II _ \\\ POST -DEVELOPED DRAINAGE AREAS vy \\ ✓ \ \ ` -ob\\ \\\\\�_- ���/�6=�% =_i%�\i \� �4' Y_ /I / 11 0 II \\t\\\\\\\ \ _NIIob ^ it \ \ 1 \ \ - - / // / / 'Pax/ \ /J I \\ \\ \ \1 WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.75 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.54 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.42 0.404 10 YEAR 43.82 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.67 10 YEAR 7.18 10 YEAR 51.04 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.48 ACRES IMPERVIOUS = 2.68 AC. MANAGED TURF = 1.54 AC. WOODED = 0.26 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.48 0.510 10 YEAR 27.80 POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 2.28 10 YEAR 7.18 10 YEAR 48.74 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 2.36 ACRES IMPERVIOUS = 1.37 AC. MANAGED TURF = 0.95 AC. WOODED = 0.04 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 5.77 0.256 1 YEAR 1.04 10 YEAR 14.31 10 YEAR 14.11 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. TC = 6.0 MIN. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.33 10 YEAR 43.50 10 YEAR 37.11 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.30 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.20 AC. WOODED = 0.04 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 3.73 10 YEAR 1.20 10 YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): [[�� "`DEVELOPED < 0.80*(`PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q•PRE-DEVELOPED OFFSITE Q• MAx (1-YR) < 0.80`(7.42 " 0.4041/ (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(1 YR) POST -DEVELOPED = 3.73 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. t pLT N �/F ,!if CLINT W. 7: :�/7SI�I.FFLET >� Nv ' Lc. N 54380 4� 30/ 2021 fV;: s, �-4 • �9,�WUNAL "0N N 60" ^� E 0 � o N � N C > E v E w l- , 5 .Wv. Q LL o 3 p LL w0 L ¢LL _j V oMo z w - O rn aMry a z W v M z0- V 30�Q U) d a LL w u')� >� O W W wM Lu 00 O O as M O x � � �� 0 F N ~ w F \N p Q M n z O (/) DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLETT SCALE 1"=60' (WIC V 1� 0 z I Q z ce w z W i 2i w Lu rn V O� a J m Q W Q LL W ? Lu u Lu Q O O U) O 2 O JOB NO. 40919 SHEET NO. C6.00 L 'E 0 IN 3 a a. a a BASKET EDGE 24" LONG EPDXY COATED #4 REBAR PRE-TREATMENT CELL �-A1 STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1) NO SCALE BASKET EDGE 24" LONG EPDXY COATED #4 REBAR I-ITY44111:11M '-Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE RIPRAP-LINED PRE-TREATMENT CELL 0 / o � \ d o / , o \\ op 0 PROP. RETAINING WALLS, SEE TOP OF DAM = 426.50 SITE PLAN FOR LOCATION 8 EMERGENCY SPILLWAY, RETAINING WALL 1 45' LONG, 5' WIDE TW = 429.23 INV. 424.99 BIN = 424.10 1.01' FREEBOARD RETAINING WALL 2 100-YR ELEV. 425.49 _ -� IMPERVIOUS CORE TW = 428.10 10-YR ELEV. 424.87 AND CUTOFF TRENCH BIN= 424.10 - - n�^ CREST ELEV. 423.92 1=YR ELEV. 423.75 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE POND BOTTOM 418.00 117.9l' - 24" HDPE @ 0.50% 4.2" H x 4.0" IN ORIFICE W/TRASH RACK INV = 418.00 INV 417.90 POND BOTTOM TO BE INV 417.01 COMPACTED CLAY LINERS 8' DIA. X 1. CONC. BASE NOTES: EMBED 6" IN CONCRETE 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 1-YR ELEV = 423.75 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN 10-YR ELEV = 424.87 TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 100-YR ELEV = 425.49 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale O I / O \ \ O I\\ ' .. ° -------------- o I 0 \\ \ / / o + O \\� GP GP 0 o / o � \ I � o 00 I I o o ° \ \ / °DRAINAGE AREA C o o o o / + �\ / / / i, UNDETAINED TO DITCH ALONG 0 0 0 I I o �\ \ / / i � /� �� OLD LYNCHBURG ROAD M I I I I I - - - - - . - - - - - ------------------ - ------ ------------- ----------------------- ---- - ---+------------ ----- --- �C2.L 1 -4A, - - r o / o o �VDOT-SIGHT o I I o \ \ MANAGED DISTANCE O o I ° / STEEP SLOPES EASEMENT v o o \ (TYPICAL) ° / Iv o 0 \ -� ° V N IoUl I o� / / PARCEL 09000-00-00-OOIAO m ° I oo + \ + r ° / / SOUT OOD CHARLOTTESVILLELLC �I PARCEL 07600-00-00-051 �o 0 \ 0 p / // HOOD MODEL STRICT . SOUTHWOOD I o + + ` o \ / �� CHARLOTTESVILLE LL I 0 ° o + o / - F �O ° / �/If • Jo NEIGHBORHOOD MODE I + I In 0 0 + o \ / o //� /° / , t DISTRICT I ° o \ \ o / C�j \0 /P j ° / / -' ■ D8. 4706 PG. 198 + ° /n ° / ) ^♦ C� � 0 STREAM BUFFER�000 o0 0 FLOOD PLAIN ( ° 1JI noo/ /[ /oo % ° 1 \Q + Q V ° o° OVERALL 00 0 ° DEVELOPMENT AREA '^/ I \� -- -- -- �- `C- - -� -0b o ° ° TOTAL AREA = 15.23 AC o IMPERVIOUS = 6.57 AC C s - - r PERVIOUS=.66 AC \IUo_ �• - _-- ° o o f BIORETENTION #1 ° v / I �` �- �1❑ © L // \ \ Q 0 C �f s..- -le / v v v 7. ' o ° ° p/pp......o , - �� ^/� ,A �j i \ + + APO o o °° 0 0 0 0F0 o 0 0 0°° o+ v6v C , \ /�!/ 1 I / \� SCALE 1"=100' °° I � a a a�o�e�o �� / � � , ,. CZ,- I l\� ,./ All 1/ 1 � � ��� C; �� 0 100' zoo' / + ° f _ �i ° a a / - ° A A A A a. 6A a ° / I / DRAINAGE AREA A � ♦\ ' ° aaa aaa°aa aaaaaaaao as ' BIORETENTION #1 qq �1I ,p \ ° A aaaaaaala� aaaa ac A_eAAAAAA o/, TOTAL =4.39AC + ' o aaaaaaapolaaAAAAAa' 0.26AC FORESTED aaaaaaaaao �' �' = -- IAnaaa�\aa'aaaaaa / ' JSWM FOREST AND aaaoaa PERVIOUS =1.54AC � aaaa a ° , OPEN SPACE A A A AA A A a IMPERVIOUS = 2.83 AC ^ O .. aaa AREA =6.36AC .aaa°FILTER AREA REQ. = 3,626 SF I 1 + aapa ° o a a' 9 �a \ ) I / o ° a + I i a ° AREA PROVIDED = 3,809 SF _ i + ° a a .. I TRVCT + o aaa. + ' ►-�� p a a I I DRAINAGE AREA B ° o aaa I I �' - BIORETENTION #2 \ aaa I TOTAL = 1.92 I I v `' ° 1 FORESTED = 0.00 AC ° + a a a c..1 PERVIOUS = 0.95 AC )0 I _ + o ' a ° �• ( IMPERVIOUS= 1.02AC o ° a �' I. j FILTER AREA REQ. = 1,570 SIF \ C +I aa. + ° 1 a a i. I AREA PROVIDED = 1,587 SIF °I aaa.' I o - \ b° I \ o aaaaa / o ° ° a a AREA EXCLUDED aaaa oQUALITY CALCULATIONS + o aaaa A - \ / REA-4.86AC ° + ° aaaaAAAAAA'°A �a \� - aaaa aaaaa o'? S �__���� \aaaaaaaaaaa ' aaaaaaaaaaoa a ° A aaaaaa2 .o �AAAAAAaaaac\q aaaa t \ �a o. a a a a a a a a a a a a Raga°e°°°p°a°a°a \ o ay.aaaaaaaQ o _�a�S�aA't p �-coao�&_aaaaaaoa'a�ea °a \ \ o a,aaapn-AQa��aa�aaaaaaaaaaaeQ aaaaa + o ��; °S�yo�����QaosyoaaoaaaA4 aaaaa oo a ° \ aa�maaan�C_aalia�aaaaa4,A q / + \° + aAAAAA -ate �aa�n?aamaaa aaaoaa aaa. I °o �' nAAA4,4_400mo�sao�ot�aoaaaaaaaa aaaaa aaaa,'. o .r[,a-�naaaaaa��sA�a.0AAAAAAAaaa aaaoaa aaaaa. °o ` ��pp aaappa.a a���,�a�aaaaaaaaa as aaaaaaa aaaat. / / o � ado `4aan�A���AAAA+aaaaaa aaa aaaa / ° AAAAAAA-A 4�-4,���aaaa�aa aaaaaaaa aaaaa/ �°°+ AAAaa�pa��oao°aaaoaa aaaaaaaao aaaa"a-aa aaaa�aSa.a.pa aaaaa aaaaaaaaa a aaaa + a Qom tea°. A,o o aaaaa a�aoapao \ ° + �' BUF PORTION OF FOREST OUTSIDE o a a a ° FE/,� � A A o a �cQa2 In �B� a a a o OF WPO/100 YEAR FLOOD PLAIN �AAAAAAAAAA&AA ° i TO BE DEDICATED AS PART OF \� �� aaaaaaaaaaa o aaaaaaaaaaa n o MITIGATION PLAN o �� �� aaaaaaaaa A / U \ ° ° ° ° o 0 ` ° o ° ` \ i� /I \ , 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 "j BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.05 10-YR ELEV = 415.25 100-YR ELEV = 415.96 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.63 ACRES TM= 10,877 CIF - 1.25 = 13,596 CIF IMPERVIOUS: 2.83 ACRES MANAGED TURF: 1.54 ACRES FORESTED: 0.26 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 13,596 / 3.75' = 3,626 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 13,596 / 3.75' = 544 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.91' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 424.43 18" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF Ir BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 432.01 10-YR ELEV = 432.50 100-YR ELEV = 432.98 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 18" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 4,207 CIF - 1.25 = 5,259 CIF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.95 ACRES FORESTED: 0.00 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 5,259 / 3.35' = 1,570 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 5,259 / 3.35' = 236 SF SURFACE AREA PROVIDED: 238 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE �t pLT N CIF �!i CLINT W. 7: 7SI1FFLET >� • • A Lie. N 5438e 4� I/ 30/ 2021 �4V;Z G O','.S1ONAL 11 ^� E 0 0 rn u N � N = > E v E w H_ W .0 Q LL o 3 p LL - wO `mom aLuj V oMo Z w -u O 00 rn C7w rv� w a 30'x U) Ln w i =ry m >1O z O W W ~ =m wM � 00 00 O O � as O x � � 0 c F N ~ w F \N p ' M Q z O in Lm DA TE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' (W V 1\ I a- z � W Q a w J 0< Q w J co W LL LLI O W z I.0 O oC O C) VJ 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 L °------- - - - - -- // / // / / o/ - - - - - - - - - - - 00 / / / \ / / / / / (TYPI AL) / / / / / / / a / OEQ WromoRumgRetlu nMHhod New Development Compliance Spreadshget-Version 3.0 =llIiiit- - - - - - - - - - - - - / -� - - - - 'f' - - - - - - - - - - - - - - - - - - - / / / / / / / / / / / / / / /° C 2011 MP Standards and SpedRotiom 0W13 Draft BMP Standards and Specifications _ �'�y / / / / / / / STEEPSLOP9S / ° / ° / / / / / / / / ° / \ Project Name: Southwood o ' STREAM CENTERLINE ' - / / / / / / / / / / / (Pj2T�SERVED) / / Date: 7/27/2021 O i - - - - - - - � / / / / / / / / / / / / / / /O 0 / MP Design Specificatiom liar: 2013 Draft Side & Specs o 000 OA - - S /// /// // / / /// // // // / 6/ o 0 \/ Site Information > o ' ` / ! / / / / / / /o CIO/ / Post -Development Project (Treatment Volume and Loads) 000 _ O / ' ` / / \ / '3 / \ � / Land Cover(aams) /STEEP/ SLOPS ° o / `> ` / // (PRE,SERVVD) / o o f '0 20 202 /fj • �. ..ram 9 1 �•:\ate\l; ♦P \..• I .�..�t •�� i�l���•���"fir / l � -•`O •Tara. P 'Y�i � • �?����•� vfa,. •T•\sl yy ,r�� \,••\ \, N*\ •A�,,�•�•", •`• / \ LAND COVER SUMMARY POST DEVELOPMENT IL I WE � r � / , .• _� 1 ■ • • • • FACILITY 1 •v�r•- PIP A 4,41 c_ wh'�4'0_" ell ►, e� �, o� .. r ,r�� ,ta�l 1 v��ONE i'� 11•�111.1� --� `�° `tom;. �`�•• • • NWA T 435 0. 109 gpN. BIORETENTION FACILITY 2 SCALE: 1" = 20' A Boll. BBoil. CSoll. DSolls Torals Fount/Open Sps•(.v..l-undisturbed. roteded forestlopsn waos orrefaoted 6.35 6.35 Mamged Twf (srsl - d istu rbM, paced for yards or other arf to be &66 8'W Impeoims C.,(•Tins) 6.57 6.57 •Foren,/O,- Spore oanrmust 6e pnrettN m.-M.. re wish Me ViryW. RuA.ff RNuarian Merh.d 21.SB data .put celh nnrta nt values cemmrtronoell. Annual Wird.11 Undies 43 ABolb BSolb CSoib DSOIN Ta,get Raman Evem cornea 1.W Foreau ens aoz am o.w a.os Total Phozphorvs lTP)EMC(mgA) 0.26 Managed Turf 0.35 Q20 0.22 0.25 Total Mirage. lTN)EMCImH/U 1.86 ImpervlouzCover 0.95 0.95 0.95 0.95 Target TP Wed (Ib/vetyr) 0.41 Pi (anmes:m,rerHen fxmr) 0.90 Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE lad IMPERVIOUS [OVER lad IMPERVIOUS COVER TREATED lad MANAGED TURF AREA (ad MANAGED TURF AREA TREATED lad AREACHECK DA.A DA. B DA. C DA. D DA E AMA CHECK 026 Dw n.(p O.m 01Z 0.00 OK. 2.83 1.02 0.00 01.010 OK. 2.83 1.02 0.(p DOD 0.00 OK. 1.54 0.95 0.00 DOD a00 OK. 1.54 0.95 0.00 0.ED 000 OR OK. OR Site Treatment Volume (fta) 29,635 Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (it') TP LOAD AVAILABLE FOR REMOVAL (Ib/yr) TP LOAD REDUCTION ACHIEVED (Ib/yrl TP LOAD REMAINING (III DA.A DA.B DA.0 D:.D D:.E TOTAL 8,102 3,366 0 0 0 12,068 6.83 2.64 O.W 0.00 0.00 9.48 6.14 2.38 0.00 0.00 0.00 &52 0.69 a.27 0.00 0.00 0.00 a96 NITROGEN LOAD REDUCTION ACINEVED (Ibi/yril 44.93 11 17.38 11 DIM 11 D.00 0.00 62.31 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (111FED, TP LOAD REDUCTION REQUIRED (U/yrI TP LOAD REDUCTION ACHIEVED (Ib/yr) TP LOAD REMAINING (Ib/yr): REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.25 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr) 13320 NITROGEN LOAD REDUCTION ACHIEVED (Ib/yrI1 62.31 11 REMAINING POST -DEVELOPMENT NITROGEN LOAD(Ib/yr) ].W DEQ Wrginu RuiroB Redrs[bn Method New Developmem Compliance Spreadsheet -Version 3.0 BMPDevgn Specifications❑rt M13Dmft Stdz&Spas Update SummarySheet Site Summary Project Title: SOMhmod Date: 4=4 Pdni preview Print Tatar Rainfall = 43 inane. Sitp land Cav Summary A mils BSoils CSoilz DSoilz Totals %of Total Farert/Open(acres) 0.00 6.35 0.00 0.00 6.35 29 Managed Turf (acres) O.W 866 0.m0 0.00 8.66 4n impervious Cows(acre) 0.00 6.57 0.00 0.00 6.57 M 21.58 lm Site Tv and Land Cover Nutrient Loads Site M DM Treatment Volume ft' 29'tas TP Lead (11,1W) me TN Lead pletw) 13320 Total TP Wad Reduction Repaired b 9A Site Compliance Summary Total Runoff Volume Reduction Ul') 12,068 Total TP Wad Reduction Ad,ieved (lb/w) 8.52 Total TN Wad Reduction Achieved (lb/W) 62.31 Remaining Past Development TP Wad (lb/W) 10.10 Remaining TP Wad Retluction(lb/yr) 1.25 Required Drainage Area Summary D A DA. B DA. C DA. D D.A. E Total Farert/Open(acres) 0-M O.ED 0.00 0.00 0.00 0.26 Managed Tud(acres) 1.51 0.95 O.W 0.00 010 2A9 Impervious Cowen (acres) 2.83 1.02 aw 0.00 0.W 3.85 Total Am (acne) 4A9 1.W D.W onn O.W 6.W Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D D.A.E Total TP Load Reduced (lb/yr) 6.14 2.38 aw 0.00 0.W 1.12 TN Laad Reduced lib/yr) M.93 1].38 0.W 0.00 O.W 62.31 Drainage Area A Summary Land Cavac 5unmarz• A Sals BSoils CSOIH OSoiH Tonl %of Total Forest/Open(aaes) O.W 0.26 0.00 0.00 0.26 6 Managed Turf (acre) O.W 1.54 O.W 0.00 1.54 33 Irrpmims Co.(xrs) O.W 2.83 O.W 0.00 2.83 61 1 4.63 I BMP Selections Managed Turf Impervious BMPTrertmen[ TP Load from Untrerted TP TP Removed TP Remaining Dawnrtrason PrxtKa Credit Area Cover tred'n Volume (Tit') Upstream Load to Practice pb/yrl pb/yd Tmtmem to be (acres) Area (xrs) Practices (Ibs) (Ibs) Employed Tonal Impervious Dwa Trmted(xrs) 2.83 Total TurfArea Trvted(xres) 1.54 Total TP Wad Reduction Achieved in DA(Ib/ar) 6.14 Total TN Wad Reduction Achieved in DA Ib 44.93 Drainage Area B Summary Land Co. Summan ASods BSoflz CSoilz DSolls Total %of Total Farert/Open(acres) O.W 0.00 O.W 0.00 am 0 Managed Tod (acres) 0.00 0.95 0.00 0.00 0.95 48 Irrpewiouscawr(acre) 0.00 1.02 0.00 0.00 1.02 52 BMP Selections Managed Turf Impervious TP Load from Un[rerted TP Downstream BMPTrertmen[ TP Removed TP Remaining Practice Credit Ara Cover Credit Volume Ift'1 Upstream Loadto Practice lib/Yrl (lb/Yrl Treatmem to be (acres) Area(acresl Practices(lbs) (Ibs) Employed Total lmpennous Coven Treated (acres) 1.02 Total Turf area Treated scrs) 0.95 Total TP Wad Reduction Achieved in DA (Ib f u) 2'M Total TN Wad Reduction Achieved in DA (lb/yr) 17.38 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair It. • Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.35 AC MANAGED TURF = 8.66 ACRES IMPERVIOUS COVER = 6.57 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.62 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.77 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 8.52 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.25 LB/YR* *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.77 LB/YR X 25% = 2.44 LB/YR > 1.25 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. t pLTk �lF;0B� CLINT W. 7: 7S UFFLET >� 0.0 ' Lie. N $43 4� 4pG 9/ 30/ 2021 �V`• "ON AL tiP�N a a1 �R, M E 0 rn o N � N C > E w a E Q U- 3 p LL. w o m �� U00 Z � - Ui O .. M a (A a in Lu 0 M Z F i � U : O Ln Q fn 0 Li w o Q IZ v h h > to O Lu Lu C on I --I G G 00 N Lu U U �U >j 00 � d d 0 x � � 0 �� N ~ Lu F \� Q Z L/) DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • • • l� rWn V Q 11 0 a z � W C ; Vi G LL ia_ _J O w MJ W _J (�%� U_10 > v C1 �J,J 0 w �0< 0 W" p O O U) O Fee- T� i Z) O U) JOB NO. 40919 SHEET NO. 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N 54380 4� 30/ 2021 �•.'�' G� -pio . ONAL "�� M E 0 rn o N � N C > E w v E Lu Q LL , 3 p LL w 0 m O W L M Q�J Vo0 ce M C7W NV W M 30Vx oa =LL =v>o F 00 c N W M Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' Lu V I\ J W 2:' a aJ 0a J U/ WL Q L W z Q O u " 2 0. 0 U) 0 0 2 0 JOB NO. 40919 SHEET NO. 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N 54380 4� i�G 9/ 30/ 2021 N•.' ' G� avS�ONAL M E 0 o N � N C > E v E w < w w 3 Q LL 3 O p LL w 0 m �_j U000 z w - ui O rn C7 Lu a 3oQ U) i a LL oa=� w �V-1 V-1 U-)� >� O W W ~ orn wM CI 00 00 00 � R R 0 x � � C7 0 N ~ w F \N p Q U M z 0 0 0 DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �Lu V Q I� I Q J Lu �' a J 0< JLLJ co o I" I" I Q LL W Q c) O u " 2 I..L 0 C) U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.04 L ROUTE PROJECT SoutM1 ooLVillagel DESIGNERCG DATE 7/29/2021 ROUTE PROJECT SoutM1 ooLVillagel DESIGNERCG DATE 7/29/2021 ROUTE PROJECT SoutM1 o.dVillagel DESIGNERCG DATE 7/29/2021 ��Fr, CHECKED: UNITS ENGLISH CHECKED: UNITS ENGLISN CHECKED: UNITS ENGLISN .�_�`.t,pLTFI ; \` � T MEIN oil I CLINT W. 7. :;.d 7S UFFLET >� p li 3oi 2021 w�= M E 0 0 rn u N � N C > E W ai E <U v ¢ a 0 3 � LL O Qj VDMD Z Z�—m Ce .. o (7 W N w 30 )x O d cVa W U)�>� ~ rn wM 00 7 O ww Lu 00 �U 00 as M O WW 0 ~ LU a N F \� �^ Z 0 DATE 0 311812021 } DRAWN BY C. 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FROM POINT TOPOINT DRAIN AREA "A" Ase (3) RUNOFF WEFF. "C" (4) CA IIJLET TIME Minutes (]) RAIN FALL Tu/E3r (8) RUNOFF INVERT ELEVATION LENGT of Pipe FL (D) SLOPE FL/Ft. (13) SIZE (Dia Dr Rise To. (L4) SHAPE Numbs d'Pips Capsty CFS (IS) Friaiw 9ope FL!FI. NORMAL FLOR' FLOW TIME ONFN -LATED REMARKS Mimta (I7) (18) INCRE-AWUM TENT (5) ULATED (b) Lasal CFS Tota1Q CFS (9) UPPER END (LO) LOWER END (11) Depthd Flux. do Ft. Areal' FIow.Au SiT I Hm FL Vn Ft/Sec (Ib) En FL INCRE- TENT Mivots (1]) REFERENCE (1) SEA. REFERENCE (2) SEA. ]0] 1G6 ID8 OD9 dtt Dn5 005 5110 654 d00 d31 42626 42555 7100 QOL000 IS (kwla 1 )00 OOOWD 018 011 dll 288 031 d41 541 ]D9 ]]o ]Ds do3 a]a onz o91 ssz 6za duo z6s a3zlo an9a 9zs1 ao4a9] Is �a,la 1 la e4 doolso 036 02» 021 v4 L66 do s99 111 112 112A d18 d]] d14 030 541 641 d00 191 4W.84 43826 430] 005990 IS grcola 1 1].13 ODD080 028 021 0.1] 922 I60 d08 549 ]]]A ]]2A ]]0 d13 d]2 dD9 039 55L 638 dW 25L 4#]5 4322a l2ZR d01996 IS Cirwla 1 989 000130 d43 03] 024 6]2 L13 032 582 113 ]]a ]]z dos a]o dab dls szl 6ai duo Lou 4asu 4ao9a e3s3 doa99s u Cirwla 1 Is 6s doomo 021 dla d13 73s Lol 02o s<1 ]]s ]]s ]]a d13 a]s dm dm sm 6sa duo d¢ 44eso 4aszz 2690 doaoos is c.ma 1 14 of d000m dls du du va ab9 ozz szz ]]9 ]O8 ]20 ODS d]0 DD4 O50 599 fi23 d00 319 425-45 42453 6143 QOL498 L8 (hwla 1 1393 00008D 049 O50 D2] 639 LI2 d16 615 ]D ]28 ]26 dDD ODO 488 85] 426 dW 2]]5 41900 41800 2495 Q04008 30 (hwla 1 8896 000410 096 L]3 052 I6-01 494 dD3 860 ]29 ]30 ]28 dDD ODO 488 851 558 dW 2]]5 43038 42]JS8 6256 Q03996 30 Ormla 1 8883 d0041D 096 U4 052 I6-OD 493 dW 85) ]3] ]36 ]30 d10 d]I OM 488 846 559 dW 2Z]5 43]19 436 ]3 3094 dOL48] 30 Cirwla 1 54-19 d004ID 12] 150 063 I110 318 d05 851 ]33 ]34 ]3sA D28 O56 dlb dlb Slq 654 dW 101 4385) 43'190 4459 dOL503 LS Chwla 1 858 000@D 029 022 0❑ 4]0 d63 036 536 ]35 ]364 ]3fi dab dR d05 025 530 644 dW 161 43'L80 43'129 51 L6 d0099] LS C'rcola 1 699 d00650 d41 d35 023 462 d74 038 549 ]35A 132 ]36A OD9 dtt Dn5 005 5110 504 d00 024 43887 43838 4827 QOLOLS IS (hwla 1 )QS d00WD 016 Om dID 26I Q2] D3D 53D ]37 ]38 ]3s dD4 d]4 OD3 L56 528 645 d00 102(1 439-IS 438b0 5520 000996 24 (hwla 1 24-46 000180 09D L3] d4] )43 U6 d12 54a ]39 ]40 ]38 d]5 d41 031 L53 510 651 dW 999 440-OS 43925 ]943 QOLOW 24 Ormla 1 2459 OWI]0 089 L35 d46 )42 U4 d18 528 141 142 140 287 d43 122 122 500 65a duo ]99 44251 4W.60 638] 002990 15 (irala 1 12.10 OO1360 074 0]6 035 Id54 24] 0.10 510 ]43 ]44 ]3fi do8 d]6 da6 283 ]9] 5]I d00 1652 44505 44233 18126 dOL50L 24 Cirwla 1 30 Q3 0004'IO 106 1® 052 9]9 255 031 82S ]43A ]44A ]448 d13 dR d10 d10 Slq 5a4 dW 048 44364 4433E 32J0 dOL009 LS O'rcola 1 )Q3 OOODW 022 d15 014 329 039 037 537 ]4?B 1446 ]36 dll d68 DD] 300 82R 432 d00 1721 44223 44052 L07W QOL504 24 (kwla 1 3d 06 OOdSID 109 1]4 053 989 261 d18 846 ]45 ]46 144 d18 d]] d14 014 5110 654 dW d90 44835 44]59 3824 Q0198] IS Ormla 1 98] OOW2a 025 01S d15 500 d64 d13 533 ]47 ]48 ]44 dD] d]4 ODS 263 ]T3 5]] dW L538 44635 445 LS 11992 QOLOOL 24 Orwla 1 2452 000410 LLS L8] d54 824 220 024 )9) ]49 ]50 ]48 dl] d66 dll 258 75] 580 dW 1506 45i66 451s2 L0195 Q02(IOL 24 Chwla 1 346] 000390 092 142 047 Id 65 268 d16 7]3 ]5] ]52 ]50 d13 d]4 d 10 010 Slq 654 d W d 64 454-L6 453]6 4005 d00999 LS Orcola 1 ) W OOWIO 025 018 015 355 Q45 039 539 ]53 ]54C ]50 dDD d0a 225 ]20 453 dW L333 46L98 460ffi 4525 d0249] 24 C'rcola 1 3813 OOd310 d81 119 043 L138 275 dm 72'1 ]5?A 154A ]548 OD8 d]4 DD6 006 5110 504 d00 d31 45999 459sL 3'L]9 QOLW6 IS (kwla 1 )02 OOOWO 018 011 dll 28] 031 D22 522 1538 1546 150 d08 d]1 d06 23] ]2] 451 d00 1386 4588] 45513 18]03 0@000 ZS Drcola 1 3466 000330 088 l33 d46 Id42 25) d30 )5) ]53C ]54 ]54C dll d]2 OD8 218 ]12 455 dW 1398 46369 46226 5]06 Q02506 24 Ormla 1 3880 OW290 080 LL] d43 L132 2R dd9 ]20 ]55 ]Sfi ]54 dll d]2 ODB 008 500 654 dDD d50 46455 463]9 3]JSO Q020LL IS Cirwla 1 992 000010 019 012 012 424 d47 d15 515 ]W ]58 ]54 d15 d]4 dll 202 6R8 598 d00 @� 469.69 465ffi L53J9 d0249] 24 C'rcola 1 3813 OW260 d]] ID 042 1094 263 023 732 ]59 ]W ]58 dlb d]4 d12 d12 Slq 654 dW OA 4'/t60 4Y222 3V9 dOL006 LS O'rcola 1 )02 OOWIO 028 02(1 0❑ 3]5 O50 037 537 ]s] 16N ]58 d00 DDD 1]9 6]3 463 d00 L09L 4'1523 4]349 SELL Q0199] 24 (hwla 1 3463 00021D OYI ID d42 9TI 225 d15 688 ]s]A ]61 ]629 d06 d]3 OD4 L]9 652 468 d00 1091 4A28 4]6 ]4 12688 Q02001 24 Ormla 1 3468 OW210 0]] L12 d42 9)) 225 022 6T3 ]63 ]64 ]62 dD] d]5 OD6 006 5110 654 dW d36 48335 48294 4132 000992 IS Ormla 1 69] OOWW 019 012 d12 299 033 023 523 ]fi5 ]66 ]bZ d02 QOS OD2 UO 633 614 d00 Ld46 48025 4]936 8]43 QOLOLB 24 Chwla 1 24 ]3 OOOl90 091 139 047 754 L79 d19 652 ]6l ]68 ]s6 d01 d]] 001 168 623 616 dW Id3) 480J) 48035 423E d00993 24 C'rcola 1 24-42 OW190 091 139 04] 746 Ifl] 030 633 ]® ]7d4 ]68 dDD d00 028 Sb6 488 d00 136 48290 48 L40 14953 QOL003 L8 C'rcola 1 1140 OOW10 d35 d31 021 434 d64 059 623 ]fi9A 1]0 ]]OA d16 d65 dll 011 5110 504 d00 d54 48450 48356 9412 QW999 LS (hwla 1 )00 OOOOID 024 016 d14 338 d41 d46 546 ]]] ]]2 170 dD] d]5 ODS 005 5110 654 dW d34 484-61 483 ]L 90-18 000998 IS Orwla 1 699 OOOOW 019 012 d12 295 032 O51 551 ll]A ]72A ll0A dl] d]1 d12 01] 551 491 dW 093 48336 48300 3528 QOL020 IS Ormla 1 ]0] OOW20 031 023 d18 399 O55 d15 566 20] 202 2C0 dW Olq 2J8 654 46] dDD L]C8 41490 4L395 ISJS3 d0600L 24 Cirwla 1 6d04 000510 OfJ3 I01 04-0 1646 494 dD2 656 203 202A 204 OD6 d]] ODS d05 Slq 654 d00 d31 4�4] 42832 5]56 dOL998 LS ('Eucula 1 989 OOOWO d15 dm 010 368 036 026 526 203A 201 201A OD] dT2 ODS 2]8 643 fill d00 28-63 42L93 42(L92 3042 dd39]8 24 ('Ecula 1 4888 001420 110 IA 053 I6]] 516 d03 64b 20?B 2WA 202 dDD d00 2)8 64] 609 da0 2863 41953 4L536 695] 005994 24 gmula 1 fi0-W 001420 09) 152 d49 188) 650 dD6 653 205 206 204 d13 d']4 DD9 d09 SLO 65L d00 L4R 4905 42243 30JS2 dmOl2 L8 Grwla 1 1614 001 ]4D 113 142 d45 1035 279 dD5 515 2054 ]20 2a6 D110 DDD dW 5110 d00 d00 L41L 47Q_43 423 LS 6411D dmDDD L8 Grwla 1 1609 OOImD 109 13] d45 102'1 2'13 dID 510 207 208 208B d14 d]6 dll 240 628 6L5 d00 I505 43D_]9 430D8 3594 d0198] 24 Orwla 1 3455 d0o390 092 142 d4) 10-62 26] d06 634 207A 2084 20ffi d19 d69 d13 d13 Slq Sao d00 d67 430J9 430D8 3552 dOL999 L8 (liwla 1 1609 OOOWO 021 d15 013 450 052 dl3 513 20� 20>R 204 DD6 d]6 ODS 258 634 4T2 d00 1590 4W98 428JR 5R09 dOL99] 24 (liwla 1 3463 000940 095 14] 048 Id]9 2]6 da9 643 209 210 21CB d09 d)0 do6 224 602 623 d00 14_IS 43435 43323 5590 002a04 24 gmula 1 3469 000350 d89 135 d4b 10-48 260 d09 631 209A 21d4 210E DD6 d44 DD3 d03 5110 504 d00 dL4 43429 4339] 3211D dDL000 LS Grwla 1 ]00 OOOWD d12 d06 dD8 225 Q2a D24 524 20B 21L6 208 DD3 d']] DD2 229 6LL 4]] d00 L439 433 L3 43096 LOR]3 dD1996 24 Grwla 1 3462 00036D 090 13] d4] ID51 262 dO 628 2]] 212 210 DD3 d]8 OD3 218 59'1 624 dOD 13 ]8 43509 43445 32D4 dOL998 24 Orwla 1 34-64 d0o330 d88 133 d46 1040 256 d05 bog 213 214 212 DD6 dR OD4 216 590 fi26 d00 1363 436-OL 43520 4045 d02002 24 Orwla 1 3468 000320 d8] 131 046 1038 254 d0] 59] 215 216 214 d12 dJb d09 018 Sao 653 da0 1.19 436 J2 436 LL 30b0 OOL993 D Orala 1 545 OWIW 032 021 d18 556 Q8D d09 534 217 218 21s 020 da] d09 009 500 654 d00 d61 43890 438U 1612 004529 D gmula 1 821 OODmO 018 010 dll 633 d]] d04 504 219 220 214 DD] d']9 DD6 193 5]8 630 d00 122E 43849 43632 8340 dm494 24 Grwla 1 38 ]0 00026D 0]] I D d42 1092 262 d13 590 22] 222 22D DDS dID d04 188 SJI 632 d00 1185 43884 43853 3d]I dOL009 24 O'rwla 1 2462 dWMO 098 ISi d49 7)6 19L dOJ SJ8 223 224 2248 DD6 d61 d04 053 542 493 d00 296 4453E 4423'1 98D0 d03000 IS Orwla 1 1212 d0o190 d42 d36 024 816 14b 020 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1_II 4509E 45037 5395 00100E LS gmula 1 )00 d00m0 034 02] 020 43) d61 022 5)1 a19 ago als du ass dm do] sou 6sa duo o_4s asz3o asL9s 33z] dolozz u gmnla 1 zoo d0000D o2z dw d13 325 o3s on] v] 501A SCQ4 Sao d00 doD d00 SW d00 823 444.26 44325 Sd56 dO1998 l8 Gfoola 1 1485 000610 d80 d96 d39 862 l95 D.ID S.ID 505 SC6 561 DD3 d]I OD2 028 518 500 dOD 66] 4A55 49900 5459 dOL008 24 Orwla 1 22]I 000090 d]4 la6 041 628 136 d15 533 SW 508 SD5 D40 d64 026 026 SD4 503 dOD 655 48D_L6 4]9s5 SIJSO d00985 24 Orwla 1 2245 00009D d]4 1!5 d40 620 134 dL4 SL8 509 510 508 ODO 0110 dW Slq d00 d00 526 483-83 48341 1958 dOL992 24 ('Ecula 1 3193 000060 O55 d'N 032 ]51 L42 d04 504 so] sou 16s 15s o90 139 139 sou 6sa duo vo asz21 aaoss 6zs3 do199s za gmnla 1 346z dDolao d]o o9s o39 929 zoo 031 v] LD-229 PROJECT: Southwootl Redevelopment-Villagel Oesgned by CG LD-347 PROJECT: Southwood Redevelopment-Villagel DESIGNED BY: CIS STORM SEWER DESIGN COMPUTATIONS CAN ChatloOesville Checketl by HYDRAULIC GRADE LINE ANALYSIS cneokea: ���44 pLTk 0 COUNTY0���• STORM FREQUENCY 10 INCIDENCE PROBABILIT 10 Year ; 44 t y UNIrS ENGLISH t �� I/y'ir= �� CLINT W. 7: :0�7SI�IFFLET >� �o ' Lie. N . 54J80 4� rJ 9/ 30/ 2021 •••rb�ss' ��G�. �0 0!1AL 0 it M E O O G1 U N N C > E w a E >: U LU a) LL o 3 p LL 0 wO `m r, Q� U00 Z LU LU J -N O Ce M �y I - CD LU ry � a W 3 O x U) LU Q v i ry Z U> ° O cw LU F 17 Gl U) G G M U O W 2 Z D O WW 2 N EN EN wF C) C) Q Z O in DATE 3118/2021 O } DRAWN BY C. GAYNER • DESIGNED BY LD-347 PROJECT. Southwood Redevelopment -Village 1 DESIGNED BY: CG • C. SHIFFLETT HYDRAULIC GRADE LINE ANALYSIS ��e • CHECKED BY INCIDENCE PROBABILITY 10 Year • C. SHIFFLETT • • SCALE N/A • • W J L0.347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS � ) Checked: _ 1J J INCIDENCE PROBABILITY 70 Year z It z o W > Q W J O z J J w Q L1J m U LD347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG Q HYDRAULIC GRADE LI NE ANALYSIS Checked I NCI DENCE PROBASI LI T 10 Year �� O Uj w 7J Q L O W u °6 W O O T� i O U) JOB NO. 40919 SHEET NO. C6.06 l11 e INLET OR JUNCTION STA. INVERT EL. WIFLOW RFE g3'IH OF FLOW OUTFLOW IXRLET WATER SUT�ACE 0_R/. DN. RFE Do (In/mm) DEBIGN LBJGIH RFE La (WN) FRICTION SLOF�Sfo (FT4� (NW) Ffdl:IION JUNCTION LOSS SURFACE ROIN Adj. M 13 M (FlIM) Inkl SM1aping? VIN d5 M (FVM) RNAL H (FVM) Inlet Wafer Surtace Revafion Top of MH Top of Inlet Rev. ARTAX. AtljushreN7 IIISCH_ Oo (lX-S/CNS) LOSS Vo Cnntr_ M (FVM) Vi Vi22g HiIE*pn) 035TNX. (V i2YLg) SKEW Angle K Bend H IFVM) Sum HL (PoM) M PPE (WN) (7) (2) (3) (4) (5) (6) (7) (8) (9) (70) (it) (72) (73) (74) (75) (76) (76) (77) (76) (79) 300 437.970 302 430.910 7.25 437.970 75 2.355 9.50 0.00776 0.077 5.247 0.707 0.000 0.000 0.000 0.0 0.00 0.000 0.107 2.355 0.139 VES 0.069 0.067 437.997 432.770 O.K. INLET OR JUNLTIXJ STA. INVHir EL OlffRdrV RFE CEPfH CF F10W CUTFLOW RFE OURET WATHi SURFA� B_N. W_ RfE m (INmm) ®(;14 RSQL p (ff5/0.6) IEMGTH RfE Lo (FMA FTdCIION SLGE Sfo (FT/FD (MfA FTdCIION LOSS Hf (R/I.Q JLNCfIIXJ LWS SURFA� FLOW Atl1. H1 1.3 HI (FVfv1) Intel SM1agn� YlN DS HI (FVIA RN4L H (FI/Mf InE[ Neer Surtaze Revffion T[q a1 M1 T[q of Inlet Rev_ ARROX Atllashra�tR Vo (MV_ Ho (RRA Vi Vi'LTg Iti(6pn) 03SM4X (VP/2g) SIdyV Angle K BeM H (FVM) Sum HL (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (t0) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 400 432110 402 430.910 150 432110 18 5.653 3R92 0.00258 0.700 5.829 0.132 8.653 1.163 0.407 0.0 0.00 0.000 0.539 0.000 0.539 VES 0.269 0.370 432480 437.620 O.K 406 432.070 1.25 433.070 15 3.890 10.05 Q00297 Q029 8.853 0.291 8.554 1.136 0.3% 0.0 0.00 0.000 0.888 0.813 0.895 VES 0.447 0.477 433.547 438.970 O.K 408 432.4]0 7.25 433.547 15 2877 17269 0.00777 0.305 6554 0.204 8.79 0.]01 0.245 0.0 0.00 0.000 0.529 0.388 0.529 VES 0.265 0.570 436918 445.850 O.K 410 438.950 7.25 439.950 75 2489 38.48 0.00132 0.057 8.717 0.175 7.371 0.844 0.295 0.0 0.00 0.000 0.470 0.000 0.470 VES 0.235 0.288 440.238 448.380 O.K 4188 444.000 1.25 445.000 15 1.110 47.82 0.00028 0.013 7.371 0.211 4.171 0.270 0.095 0.0 0.00 0.000 0.305 0.000 0.305 VES 0.753 0.185 446805 456.800 O.K 476A 450.370 t25 451.370 75 t110 53.95 0.00026 0.014 4.171 0.088 4.103 0.261 0.091 11 0.0 0.00 0.000 0.159 O.1144 0.159 VES 0.080 0.094 45t464 458.080 O.K 416 451.010 1.25 452010 15 1.086 3238 0.00024 0.0% 4.103 0.065 3.886 0.239 0.082 0.0 0.00 0.000 0. 147 0.193 0.147 VES 0.074 0.082 452092 458.020 O.K 418 45t430 t25 452430 15 0.873 43.16 0.00016 0.007 3.886 0.059 3.247 0.169 0.057 0.0 0.00 0.000 0.716 0.475 0.151 VES 0.075 0.082 452512 458.710 O.K 420 45t960 t25 452960 15 0.458 33.27 0.00004 O.1101 3.247 O.1k11 O.O110 O.1100 O.11110 0.0 0.00 0.000 0.041 0.458 0.053 VES 0.027 0.028 452988 458.560 O.K 404A 431.310 t25 432480 15 3.118 26.75 O.110208 0.056 4.873 O.1392 4.686 0.391 0.119 0.0 0.00 0.000 0.272 0.410 0.212 VES 0.106 0.161 432641 437.240 O.K 404 431.600 t25 432641 15 2708 1116.fi6 O.11015] 0.167 4.686 0.085 O.O110 O.1100 O.11110 0.0 0.00 0.000 0.085 2.708 0.111 VES 0.055 O. Z22 432996 436.490 O.K 412 439.820 1.25 440.820 15 t.384 56.58 O.110041 0.023 5.689 0.125 3.W0 0.245 0.0% 0.0 0.00 0.000 0.211 0.504 0.2]4 VES 0.137 0.160 441.266 445.W0 O.K 414 441.050 1.25 442050 15 0.360 36.82 O.1101103 O.1101 3.833 O.OS/ 0.000 0.000 0.000 0.0 0.00 0.000 0.057 0.360 O.W4 VES 0.037 0.038 442088 446.240 O.K 412A 441.310 1.25 442310 15 0.408 4].t2 O.1101104 O.1102 3.W0 0.06t 0.000 O.ODO 0.000 0.0 0.00 0.000 0.061 0.408 0.060 VES 0.040 0.041 442423 449.890 O.K INLET STA. INVHir EL. DEPTH OF ROW OUTLET WATER OW. RPE DESIGN g6gl. LRiGTH RPE FRD110N SLOPE, Sfo FPoCHON LOSS JUNCHIXJ LOSS SURFACE Atlj_H[ 13 Inlet SM1api�g] d5 FINAL InEt Y4aRr Top of MH Top of In Contr. Hi (ERpn) SKEIN Bentl Sum INLET OR JUNCTION STA NVBir � OUIRON RFE OR'IH OFR OIITR RfE OUTLET WAT82 SURFAlF BF/. DA. RFE Oo (Inlmn) DE9GN DSOs. Do (ffS�Q.S) LBJGTH RLE Lo (RIM) R4CIIIXJ SLOPE, So (FIIFN (MM) FACTION LOSS M (FtlM) JINCTpN LOSS AQ H Inks SlNpirg7 05 RNAL H IF7m0 Inks Water Surtace Bcvation Tpp d kH Tap of lnh[ H.v_ ARAOX AQushrM7 Vo Cmtr. Fb (RIhQ V82/2g H(Expn) 035'MAX (Vi7/2g) SIV-W Anje K Bmtl H (RRA Slan f< (R/Ay S1FFA(E 13 Vi PLOY✓ H IwM) YM H (RDA (1) 2) (3) (4) (5) (6) (7) (8) (9) (10) 11) (12) (13) (14) (15) (18) (18) (17) (18) (18) 200 416550 202 413.950 200 415.550 24 17.081 15.83 0.00508 0.080 18.482 1.052 18.873 5.531 1.838 0.0 O.OD 0.000 2888 0.000 2888 YES 1.484 1.574 417.124 420.100 O.K 204A 415.380 200 417.124 24 28.827 89.57 0.01428 0.882 18.873 1.383 18.189 4.080 1.421 0.0 0.00 0.000 2804 0.000 2804 YES 1.402 2384 420.503 435860 O.K 204 420.720 200 422.320 24 28.827 30.42 0.01426 0.434 18.189 1.015 10.789 1.807 0.833 0.0 O.OD 0.000 1.648 0.318 i.B48 YES G824 1.258 423.578 434.770 O.K 208 422.430 1.50 423.830 18 14.715 30.82 0.01748 0.539 10.353 0.418 10.270 1.838 0.573 0.0 0.00 0.000 0.888 0.805 0.889 YES G495 1.033 424.863 435080 O.K 120 423.150 1.50 424.883 18 14.110 84.00 0.01807 1.029 10.270 0.409 8.382 0.834 0.222 0.0 O.OD 0.000 0.831 0.000 0.631 YES 0318 1.344 426.008 431.910 O.K 108 424.530 1.50 428.008 18 3.187 81.43 0.00082 0.050 8.382 0.159 9.143 1.288 0.454 0.0 O.OD O.1100 0.813 0.237 0.613 YES G308 0.357 426.385 432850 O.K 110 427.840 1.25 478.940 15 2851 9251 0.00150 0.138 9.143 0.325 8.724 0.702 0.248 0.0 O.OD O.1100 0.570 0.145 0.570 YES G285 0.424 432458 437000 O.K 112A 432.200 1.25 433.200 15 2508 127.73 0.00134 0.171 8.72M1 0.178 9.218 1.319 0.482 0.0 O.OD O.IXIO 0.837 0.593 0.828 YES G414 0.585 435.178 443870 O.K 112 438.280 1.25 438.280 15 1.813 43.07 O.11(1078 0.034 9.218 0.330 7.153 0.784 0.278 0.0 O.OD O.IXIO 0.808 0.910 0.780 YES G395 0.429 441.122 445910 O.K 114 440.810 1.25 441.840 15 1.003 83.83 0.00021 0.018 7.153 0.189 5.741 0.512 0.179 0.0 O.OD O.IXIO 0.378 0.382 0.491 YES G248 0.263 445.334 445790 O.K 118 445.220 1.25 448.220 15 0.821 78.80 O.l%)008 O.11(16 5.741 0.128 0.000 0.000 0.1700 0.0 O.OD O.IX10 0.128 0.827 0.188 YES G083 0.089 448.478 453350 O.K 202A 428.320 1.25 428.320 15 0.314 57.58 0.00002 0.001 3.675 0.052 0.000 0.000 0.000 0.0 O.OD 0.000 0.052 0.314 O.1188 YES G034 0.035 429.623 433280 O.K 2088 428.820 200 430.420 24 15.803 58.09 0.00440 0.258 10.789 0.452 10.817 1.750 0.613 0.0 O.OD 0.000 1.064 0.228 1.064 YES G532 0.788 431.208 438260 O.K 208 430.080 200 431.880 24 15.050 35.74 0.00394 0.141 10.817 0.438 10.512 1.716 0.601 0.0 O.OD 0.000 1.038 0.658 1.038 YES G519 0.880 432340 437.130 O.K 2108 430.8� 200 432.580 24 14.392 108.73 0.00380 0.392 10.512 0.4� 10.483 1.708 0.597 0.0 0.00 0.000 1.026 0.110 1.026 YES G513 0.905 434.028 440.350 O.K 210 433.230 200 434.830 24 14.154 55.90 0.00349 0.1% 10.483 0.427 10.387 1.878 0.587 0.0 O.OD 0.000 1.014 0.374 1.014 YES 0507 0.702 435.532 441.830 O.K 212 434.450 200 436.050 24 13.781 32.04 0.00331 0.106 10.397 0.427 10.375 1.671 0.585 0.0 0.00 0.000 1.005 0.156 1.005 YES 0502 0.608 436.658 441.870 O.K 214 435.200 200 436.800 24 13.825 40.46 0.00323 0.131 10.375 0.418 10.917 1.851 O.B48 0.0 0.00 0.000 1.086 0.275 1.086 YES Q533 0.883 437.483 442430 O.K 220 438.320 200 437.920 24 12210 83.40 0.00259 0.218 10.917 0.483 7.782 0.936 0.327 0.0 O.OD O.HIO 0.780 0.359 0.780 YES G385 0.811 43B172 445820 O.K 222 438.530 200 440.130 24 11.851 30.71 0.00244 0.075 7.782 0.23M1 8.700 1.175 0.41i 0.0 O.OD O.1100 O.B45 0.248 O.B45 YES G323 0.388 440.528 445950 O.K 228 440.080 1.50 441.280 18 8.880 34.83 0.00380 0.125 8.700 0.294 8803 1.149 0.402 0.0 O.OD O.1100 0.886 0.281 0.886 YES D348 0.473 441.753 445580 O.K 230 440.8� 1.50 442.080 18 8.399 49.78 0.00331 0.184 8.803 0.287 8.321 1.075 0.378 0.0 O.OD 0.000 O.BB4 0.888 0.864 YES G332 0.488 442.558 447.820 O.K 232 442.420 1.25 443.420 15 5.730 17.71 0.00701 0.124 8.321 0.2FB 7.784 0.843 0.330 0.0 O.OD 0.000 0.599 1.417 0.778 YES G389 0.513 443.933 448730 O.K 234 442.870 1.25 443.933 15 4.314 88.87 0.00397 0.345 7.784 0.238 7.140 0.782 0.277 0.0 O.OD 0.000 0.513 0.598 0.513 YES G258 0.602 445.187 448870 O.K 238 444.710 1.25 445.710 15 3.718 58.84 0.00285 0.188 7.140 0.188 0.000 0.000 0.000 0.0 O.OD O.IX10 0.188 3.718 0.257 YES G129 0.288 448.280 45G 140 O.K 108 425.550 1.25 428.550 15 0.314 71.00 0.l%)002 0.001 2884 0.032 0.000 0.000 0.000 0.0 O.OD O.1100 0.092 0.314 0.042 YES D021 0.022 428572 432440 O.K 208A 430.080 1.50 431.280 18 0.871 35.52 0.00004 0.001 4.500 0.079 0.000 0.000 0.000 0.0 O.OD O.1100 0.079 0.871 0.102 YES G051 0.052 431.332 437280 O.K 210A 433.970 1.25 434.870 15 0.138 3200 0.00000 0.000 2250 0.027 0.000 0.000 0.000 0.0 O.OD 0.000 0.02D 0.138 0.028 YES G013 0.013 434.983 44G340 O.K 216 438.110 1.00 437.463 12 1.188 30.E 0.00088 0.030 5.556 0.1ZI 8.128 0.583 0.204 0.0 O.OD 0.000 0.324 0.587 0.421 YES D211 0.241 437.704 442780 O.K 218 438.170 1.00 438.970 12 0.�8 18.12 0.00026 0.004 8.128 0.148 0.000 0.000 0.000 0.0 O.OD 0.000 0.146 0.608 0.190 YES G085 0.089 439.084 443900 O.K 7248 440.0� 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.161 1.034 0.382 0.0 0.00 0.000 0.587 0.718 0.587 YES 0294 0.430 441.490 448840 O.K 224 442.370 1.25 443.370 15 2.964 %.00 0.00188 0.184 8.161 0.259 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0220 0.404 445.731 450.800 O.K 226A 445.410 1.25 446.410 15 1.473 57.42 0.00046 0.027 5.792 0.130 4.425 0.304 0.106 0.0 0.00 0.000 0.237 0.891 0.308 YES 0.154 0.180 446.886 452830 O.K 226 446.700 125 447.700 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.l%!0 0.076 0.582 0.089 YES D049 0.052 447.752 453320 O.K 714A 440.980 1.25 441.%0 15 0.695 29.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.l%!0 0.050 0.645 0.064 YES 0032 0.035 442.015 447320 O.K 238 445.450 1.25 446.450 15 1.436 59.59 0.00044 0.026 5.761 0.123 5.636 0.494 0.173 0.0 0.302242 449.090 1.25 450.090 15 1.341 83.86 0.00036 0.032 5.636 0.123 0.000 0.0000.000 0.00.123 $OD 1.341 0.760 YESQO80 0.112 451.081 456900 O.K 446.750 1.25 447.750 15 0.0.001 4.072 0.0640.000 0.000 0.000 0.0 0.064 0.438 0.084 YES 0.1k12 0.043 447.793 451.720 O.K L PROJECT SouthwoddRedewopment-VillageI ROAD COUNTY Albemarle(Zone2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA SHEET OF UNITS INGLISH CULVERT DESIGN FORM LD-269 ,R: DATE: ?R: DATE: Method: INPUT Roadway Width 28.7 It ROADWAY ELEVAT ION 456.53 It Road Length 100 Suface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE' ft Time of Concentration 5 Srldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 ft 452.86 ft 121.9 ft 7.88% 0 0 It _ ______�_________________________________________ Hwi - ------ ------- DEPRESSION "n" Bed __ ___________ 0 in. 0.013 Stream Bed ""------------------ _____________ Elo= H Tl5'DEPTH TR' TW VEL. Channel lnv.EL. 443.25 ft 0.27 3.25 443.25 ft fps ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL FLOW PEI HEADWATER CALCULATIONS CONTROL MINIMUM Smooth Tapered Inlet Throat FLOW Q BARREL Q/N INLET CONTROL OUTLET CONTROL HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Mannrngs MATERIAL SHAPE Size(in) N cfs cfs ft ft ft It It 8 ft 8 It ft fps ft n Concrete Circtuar 18 1 0.01 8.23 18.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1 1.96 1 0.08 1 454.82 11 0.30 1.24 1.37 1 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation ft Flow depth It Velocity fps Shear force PSI Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 458.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1.54 Max 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NBFORBOX CULVERTS (4)ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or (de + D/2) (WHICHEVER IS GREATER) (2)HWi/D= HW/D OR HWi/D FROM DESIGN CHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29WL)/R133]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSS ION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HWIN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. PROJECT SouthwoddlRedeveopment-Village 1 ROAD COUNTY Albemarle(Zone2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Method: RATIONAL Roadway Width 10 Drainage Area: 1.102 Acres SHEET OF UNITS ENGLISH It ROADWAY ELEVAT ION 488.00 It CULVERT DESIGN FORM ID-269 3R: DATE: 10/14r ER: DATE: RoadLength 25 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Minutes DESIGN FLOWS Shldr. Elsf= Eli= L= S= SKEW- Elev. Lt. = ELHW U 483.78 ft 483.70 It 19.58 ft 1.99% 0 ° 484.87 ft It _ ______Q________________________________________________ Hwi - ------ ------ DEPRESSION "n" Bed --- ____ 0 in. 0.013 Stream Bed. ------_____ --- __________ Elo= Shldr. Elev. Rt.- H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 It 0.55 5.02 483.52 It ft fps ft R.I. (years) FLOW (cfs) 10 Design 5.26 2 Check 2.25 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs 'LOW PEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV ft OUTLET VEL fps MINIMUM SHOULDER ELEV. ft COMMENTS INLET CONTROL OUTLET CONTROL Single/Multiple Conforming/ Broken Back Culverts HWi/D HWi ft FALL ft ELHWi ft TW ft do ft (dc+D)/2 ft ho ft ke H ft ELHWo ft MATERIAL SHAPE Size (in) N Martmgs n Concrete Circular 24 1 0.01 5.26 3 0.59 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.06 484.78 484.87 7.49 2.25 3 P6. 0.44 0.73 0.08 484.43 0.40 0.52 126 126 0.20 0.01 484.58 484.58 5.85 6.62 6 1 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 1 0.20 B10 1 484.87 485.03 8.00 Broken Back Culvert TAI %VATER DATA: TAILWATERRESULTS: ROADWAYDATA: ROADWAYOVERTOPPING: LENGTH Elev. SKEW ° Channel Shape Trianguaz I'll, 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Sreaz force PSI Roadway Widh, ft 10 Discharge Overtopping Discharge cfs CfS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (H:1V) Side Slope Rt: (H:1V) Channel Slope, Wit 0.00 Surface Type PAVED 3.00 Design 484.07 0.55 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 1 3.09 Max 0 0.00 'In" TECHNICALFOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) (2) HWi/D =HW/D OR HWi/D FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H= [1 +ke+ (29n2L)/RIII ]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. � t pLT k CIF �!•y i CLINT W. 7: 2SFFLET >� Lie. N 54380 4� 7/ 30/ 2021 ��V;� 0000NAL M E 0 0 u N � N 0 > E a E w I- w w 3 Q LL o 3 p LL - wo `mom ¢_j U0000 z o -i .. O ce rn (7 Lu ry � w � a 30'x toil w o(r)V) xi 0 ry > 0 z O LU LU ~ 0 rn wM 00 o00 w 2 2 U ct� U ct� R R O W W x In In (7 W W 0 x F N ~ w F \N p ' M Q z O M 0 0 Y • • DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W V J uJu I� 2!vzJ / LU O Q 0< U J m � L1J aLL U 0 � H LU Q p w LU J U 0 0 0 T� i 0 U) L JOB NO. 40919 SHEET NO. C6.07 I I \ \ I I 1 — — — — — — — — — — — — I_----------- / 0 0 I I SCALE 1 "=100' ° O ° ° I I 0 100, 200' ° \ \ I °° / I / ° ° 0 / 000 / °° + + � o / 0 APPR XIMATE I 0 0 / 0 1 r ° 0 + I LOC TION OF o ` 0-- I ------ 0 ---------------------- 0 l l ° \ \ \ I l l ° - \ — �`-- - ------------- ----- _=-_o _� 0 / ° --------------- 0I I — — J 0 — 110.02' Rai o / / _ _ _ — — ______________________ --- - - — / \ \ \\ _ -----_ ------ s1�/ — o / ° \\\ I 0°° — GP GP ° GP o 0o UFO I p / 0 0 \ \ / O 0° O / 0 \ I0 �VDOT-SIGHT ° / I 0 \ \ �° DISTANCE F o o \ \ \ \ / I EASEMENT ° 1 \ + I 0 O + I ° ° / ° / ° / 0 STREAM BUFFER/ 0 / � ° 1 0 FLOOD PLAIN l 10° ' ° \ \ o \ e CONSERVATION AREA l /. 1 ° \ o \ o + ^ \° O O / J - O \ o \°o \ /o / 00 0/ 1 v/\\bo \ o / ° / ° 0 o / / O ° ° O I/ 1 O ° ° O / °° O 0 0 o 0 0 0 O O°°°° o v v v _ o° I I ® vvvv vv i o I I vvvv 00 I I\, / / vvv ' I I oP I A \ ® - Y YUY YYYY Y Y Y 7 r I'tj 10 / k\n ---- /,/� 0 I �i ` I o 0 \ v I It n U o o - t;L, o0. I rL _,0 +. + 0' ill l' b \ I +/ i I /b/�jY 0 /"/ \\ \\\ \ 0 _? ° (� \ I \ i ,Z�\ ° PRIVATE 20' SANITARY ° / ° + \ \ \\ ` ° 0 SEWER EASEMENT + ' O O i % \ L J G� \ \ + 0 \ \� o� \8. 2984 p. 888 \/ �� /, ' .. �� O� / ON ° � \<\° �°°� 0000o °° O \ °\° o p \\\\ 100, Ile 1 ` \ \ O ° ° E 20' SANITARY ^ ` \ °0 y(P + ~\ \o WER EASEMENT011-11 ,� \ °° + =UF` + +� D.B. 2984 p. 688 /� © LEGEND 1 \ \ \ o ° 0 0 0 0 0 0 0 0 e /BUFFER DISTURBED AREA n °o °e � °°° \� °\ O /a� /' vvvv O O° 00 \°\�'0000000 / 0 o O + 0 \ \ , 0 / O � CJ / — — — — _ V / e eo � PROPOSED MITIGATION AREA / O o ° \ \\\ / n O I �l <0 `I /+ ® (FOREST SPACE TO BE DEDICATED) / U� 0 0 00 0° ` °°o�` \+["/ I Ali ���i ' i/�\ \V✓ / / \ \ r °/ ' \ \� o °°\\�� ® yam; \ 1 i TOTAL DISTURBED AREA 14,790 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,580 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) \ 1 \ °o ` +\`\" I� / y / / '�, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED o \ ° I \ �% O O /// /I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT �JO ° °°\\\ �j \ ` �� r �•1 // / // I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. � t pLT k CIF �!i CLINT W. 7: 7SFFLET >� •o ' Lie. N $4380 4� I / 30/ 2021 �4V;: i0 S10NAL �oft ^� E 0 o N � N C > E v E w Lu Q U. o 3 p ILL w0 `mom j V oMo Z w —u O a Lu a C7 W vM Z i F 30V�)Q u U) a LL W m� >m O W W ~ 0 rn wM � 00 00 O O a a M O x �� 0 N ~ w F Q p Q 0 M Z 0 0 0 L� DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' l--1 W J 1� > Z Q z o W O<- m 2 W o w O W " m LL Q C O U) O T� i ,O V 1 JOB NO. 40919 SHEET NO. C6.08 0 m 0 3 a 9X o �z .2O o � E a �N a0 O X w O 3 z„ 0 22 o r �3 o. d m 2 Y J N X C do dh 0 = d� E 06 �a 10 a 0 o � m a N 0 n ° nE L F E L . -44t _ M �� CLINT W. • o `O rn¢m wM`° o CO o o ¢co o ^rnO o m°O'= ��= �v(0 0//2S1�1.FFLET >� t = m = t (D (o r = m Co = t m O = t r 0) ~ 0) r 00 H � 00 N ~ - m H rn N n rn M 0 -o Lie. N $4380 4• 1 w M M O N 168: DI-2B 6 ft Throat m M n $ w v N O1 K oo N (D n Cp N Cp m °p °� r co (V m M °o r co ry 0 w STA 10+37.79 166: DI-3B 6 ft Throat '� M 01 (0M °o m r-- M M O r` P m m m m N v m r v 0 G 1/ 30/ 2021 ��V; m^ V V r0>OCM M V In N V m007 mnr0) N V r 0MC0 V mc.�j�M N 7 m0� V m+ 0)r n F N�r V V • M 20 0 0 r a0 N Ch r W 20 � N} W h r- F MO 0n7 7 rn I� N+00H- +o ��H TOP STA10+37.79 N+CO M+o� N+Di H- +ri H vv +D H v G vv v o� orvzz pr zz ri 0!1AL o��� ��'tz z 0 INVIN481.40(169) TOP491.97 p�az_ z p�v� p�vz z ��vz or�z z p oo�� a_ _ O ¢(L O r; / �� • o¢a> o¢ »> INVIN480.96(601) INVIN480.35(167) N¢a»> �¢a> N¢(L N¢a» aO�O»> o¢a> ��Ozzz ���zzz �~Oz ~CL (D~OZZZ w 0 MHO c0H0 Lo zzz toFO r U)H-_ rcnF_ _ _ INV OUT 480.77(167) INV OUT 480.25(165) rCd H--- �co H-_ rU)P z rcn H? ? r��-- rU) z 500 500 495 495 485 485 M E 0 0 rn u N � N 0 > E w ai E w w 3 Q U. o 3 p LL 0 w0 `m^ � V oMo Z a — O .. rn C7w rv� a w 30'x cva w � Q � v O ur)i c ry Z > 0 O W W ~ lvlllN wM � 00 00 H > > O O a a O x c� x rN ~ w F \� Q Zo-o z O iO DATE 311812021 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 170 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. SHIFFLETT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN o LO o Q mMn m is n ca v v a o o d o IL ��1•�1, t r t Lcl)Or o 0 v ° - o qr o �rnr c S V `r O "" L O L L V �.' L 7 V `� . CD H• CD H- r 0 F r r O 00 (D .O_. co 0 O rp oo M co rn 06 M r- coi o v 150: DI-3B 6 ft Throat o m(6 O CD Lori L co N o N v r o CO _�� a J mo nv °N° ova v mv�(�� mo�v STA10+40.05 mNo, v mrro r r v ° coc�vMia r�vr v �c +(qH ' o O c2+oLO� F h�o� TOP 460.86 >a� n N(+o�a't r o�H x+cov r +F ❑00� ❑00 04 Z) 00� r0� NO V V ch 0OZ � + Lo fn r� rv0 v? z 0 prv_ _ 0 prv0 INVIN455.13(153B) prvz 0 5rcz z 0 w rv0 r7z O w 10 J Lo HOZ L HOz Z Z (oD�OZ z Z uNo'�OZ INVIN453.76(151) Iq z r OZ z z o HOZ o�Oz z o ~z r (A H-_ rcn H-- _ _ rcg H-_ - _ rcg H-_ INV OUT 453.66(149) rmP_ _ rcn H-_ _ _ Lo mH_ ma)H-_ _ LO (n_ 475 475 465 465 460 460 L� I 0 w/ z li w Q U) > w a w J of J LL O J w W J a Q Dp > LL O W z p O W/ U (n I..L 0O 0 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 `� STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB NO. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 EXISTING GRAD 495 PROPOSED 495 490 490 SANITARY 485 PIPE 16-15 � 485 2.1' 169 "169 94.13' OF 18" H PE 480 @ 1.0 % 49.52' OF 2.43' OF 165 480 @ 1.00% 2 "HDPE 87.14' OF 1.00% 24�� HDPE @ 1.00% 475 475 470 470 PROPOSED 470 — — GRADE 470 zv \ EXISTING \ \ GRADE 465 465 � \ 8" WATER IN. \ LINE \ 460 460 3' MIN. 153A 37.79' OF 15" HDPE 1 38 OF 455 24" 455 @ 2. 0% 450 450 445 445 490 490 PROPOSED GRADE 4858 WATER 485 WATER IN STUB OUT 480 163 480 39.45' OF _ 15" HDPE @ 1.05% \ � 161q OF 475 � 4" H 475 � 6� EXISTING 87 GRADE 24" DP � — @ 2.Op o 470 470 465 465 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE \ 1 455 MIN.' � 3' MIN. 455 151 450 40.05' OF 15" HDPE @ 1.00% 149 101,g5.O 24°H TORM 450 2.00% ` PIPE 501 445 119.92' OF 445 24" HDPE @ 1.00% 440 440 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1' \ 470 \ 470 159 37.7 ' OF 157 15" HDPE 15 •�9'pF 465 @ 1. 0% 24'HDP 465 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP @ 5.25% SANITARY PIPE 54-53 � 445 STORM 445 PIPE 147 50 50.56' 440 18"R @2.p OF P % EXISTING GRADE 440 435 435 430 430 L N N t t� i6 v v 136: DI-2B 6 ft Throat M " ���,t pLT If r (o H_ w STA 13+26.58 CO • ..I. o N w 0 LO uoi 144B: DI-26 6 ft Throat TOP 446.68 N coo �,O O COv ai v STA 12+19.51 INV IN 440.62 (143B) r rn v 128: MH-1 CLINT W. 7- Cl) 0+ F 04 m Cl) v v v TOP 449.20 INV IN 437.29 135 + H STA 14+20.08 : • O 7) O(Ovv� ( ) 2MV D •� r♦ O�v0 O'vZZ O INV IN442.33(143) INV IN438.60(137) ��vz p TOP437.50 :;� 7S1UFFLET >• H O > r O > > > INV IN 443.31 (143A) INV OUT 437.19 (131) M p > > INV IN 427.88 (129) 0 C--r�yd` u> ? cn ? ? ? INV OUT 442.23 (143B) 0 � ? ? INV OUT 419.00 (127) : •o Lie. N 543rle 4O 460 460 : FG AV S • I/ 30/ 2021 �4.3 awelp , G ��S�ONAL tiq����N• M E 0 o N U N Q O > E w ai E w w 3 Q LL o 3 p U. 0 wOLU `mr co r �_j UOM0 z ca M 00 r M oL Q .-. M w w -Sri 0�+ cliv 2 M `-' 2 �MM .... L MM Cl)� a� pN r O N O 0 � N 0 LQ N (Oo I� p W fo � W m� N r O (0 Z S U 00 ON7 MOO V mMC5O 7 m°0((000 M M co aOI,- Cl) m�°�°p r Cl) NN(D 0 V �' (n Q VI + 0 H + ri � F c') * p c °' c6 v "t c� + i F N + rj M � F 240: 12" Basin - Circular Grate = + V t "t p ov0 ov O O v O Ov0 povv o(O O o¢ �v titi o�vp o�vz p p�vz 0 o�vz z z 0 p�v0 vz z o STA10+00.00 2vZ Z O U-) � 2 2 i�iQEL oaa» adaa» iriQa>>> d:Qa> (aoaa>>> TOP451.72 odaa»> xv>� O ww a�Oz �rjOz z Cl)�Oz z ��OzzZ z ���z �(jOzz z INV OUT447.20(239) cvai�zz z o� 455 455 450 450 460 460 U1 N w O O Uf w M U U 00 H > > O O a a o ww x N ~ w F \� Q 0 z O in DATE D 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 cc STR 146 - STR 126 STR 142 - STR 136 STR 134 - STR 136A STR 240 - STR 238 m M t M HORIZ SCALE: 1"=50' ,� N Q N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' .0 v 0 136: DI-2B 6 ft Throat VERT SCALE: 1"=5 N N VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 � C� m r o o a0 STA 10+99.42 Uj 4-_0 00 Cm 0 M m Cl)rTOP 446.68 V o °D co cOON� N�((>Ma F INV IN440.62(143B) 0) CD �Nrnm 122:MH-1 m o C6 H_ p o v z O 126A: Cylinder r x o STA TOP +58.76 _10 ++ � v z - 0 INV IN 437.29 (135) STA 10+00.00 = � N v � + M - ~ O�v0 �¢a>>> INV IN438.60(137) �1vz O ��vz O a MHO z TOP424.10 aa» NQa» INV IN411.52(123) J C0 (n p Z � (n � ? - ? INV OUT 437.19 (131) INV OUT 417.90 (125) 04 � 04 � � z z INV OUT 411.12 (103) 0 0 50 460 460 440 440 PROFILE SCALE %4 m \ m r0 (0 0 E cc O N V ,-. Cl) O2 (¢ M N / O LO p) r O .N.. 2O �- 0) L N .N... O O 0 � L M V F H to v i0 co F r- � (O v Lo W (o OlON (00 0to 6 It CD CD ) LO LO Cl) 0 N mv Lo N (o OO(Oo °D W O 7 mcl; mOM V m�°D I, LL7 7 CC V V M00 V ��N(o m y N+ Cl) 0} N� N + C) 7 - + ENV C? 2ILO V H (OZ Z 0 pM OM � Zo M ONZ) O Z) Dr(LZ - O p�vp ❑�vzzp M,vZO O�vO ��vzz0 vQa > o~0> O~0>> > NHOZ z aHOZ M�OZ Z Z 04 F� � W �/� �(AH- �(nF-- - �(A I-- - N(n H- NU) Z Z - Q VJ 440 440 460 460 > LLJ a LL J J LL O Z O Jw m W J a Q LL > O W� Z O O LU I..L O Cc O `2 1 ,O V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 JOB NO. STR 132 - STR 136A SWM A - STR 104 STR 106 - STR 120 STR 242 - STR 225 40919 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7.01 PROPOSED EXISTING GRADE 455 � 455 \ � PROPOSED \ 8" WATER GRADE \ \ LINE \ 450 1' 450 a \ 'a 145 � � 445 38.24' OF 3' 11N. � -- 445 15" HDPE 143 181.26' OF � + � 24" HDPE � � 440 @ 1.50% 43B N z _ 440 24" IiCi1'E @ 1.50 SANITARY !0.94' PIPE 51-11 � 131 435 � 435 P 430 430 129 S6' 3p� OF @ �Q pF 4 425 425 420 420 2q g12) S 3p" Op @ 4.ODoF 415 415 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ 48.27' OF 15" HDPE �� 135 51.1&' OF 435 @ 1.00% 15" 435 (91. 00% EXISTING GRADE 430 430 425 425 GRADE 450 450 445 445 EXISTING 'MIN. GRADE � � 8" WATER 1.6' LINE 141 440 63. � 440 5" NOpF 139 @ 3.00/ 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24�' HDPE 435 �4 � 435 SANITARY PIPE 5 -51 430 430 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 � 425 3' MIN. \ STORM \ 420 PIPE 201 420 \ 125 177.91 F 123A 1 415 415 (90.500m 24" HDPE @ 0.50% INSTALL STRUCTUR 126A PER 123 0 SEDIMENT BASIN D TAIL WHEN 165.78' OF 410 SEDIMENT BASIN T NSITIONS IN O 410 DRY OND, MODIFY STRUCTURE PER @ 1 00% FINAL GRADING PLA 405 405 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 \ ,LINE 440 133 44.59' OF 435 15" HDPE 435 @ 1.50% 430 430 425 425 PRO SED GRACE 435 435 EXISTI G 8" AT R GRADE 430 LINE 430 1.0' [425 425 1 71�p' OF 1 9 }'S" HDPE 61.4 ' OF � @ 1.00% 18" H PE 420 420 ANITARY PIPE 6A-6 415 415 PROPOSED 455 GRADE 455 4' 450 450 EXI TING GRADE 23g O 445 2 26' OF 445 DpE 440 440 435 435 EXISTING RADE 455 \ 455 \ 3.5' PROPOSED MIN. GRADE 450 241 450 83.86' O 15" HDp O �° 2.00/ 445 237 445 F 1 "HDPE 1.16% 440 440 435 435 L 116: DI-3B 6 ft Throat 114: DI-311 6 ft Throat 112: DI-3B 6 ft Throat STA 10+00.00 STA 10+76.90 STA 11+60.53 TOP3.35 TOP 449.79 TOP 445.91 (115) INV OUT 448.30 115) INV IN 445.22 (115) INV IN 440.94 (113) 460 INV OUT 445.12 (113) INV OUT 440.84 (111) 112A: DI-313 6 ft Throat STA 12+03.60 TOP 443.87 INV IN 438.26 (111) INV OUT 434.75 (111A) 110: DI-2B 6 It Throat STA 13+31.33 TOP 437.50 INV IN 432.70 (111A) INV OUT 432.60 (109) 108: DI-213 6 ft Throat STA 14+23.84 TOP 432.85 INV IN 427.94 (109) INV IN 425.55 (107) INV OUT 425.454119) 4 0 455 455 450 450 116 1690, \ 445 445 @4 OP 3' IN PROPOSED 00% 8 113 63' GRADE 1S3 /y @500� 440 440 TARY I3 S ANPIPE 8" WATER LINE 3TARY 32A 7S?O1'1 OP /yo Op STUB OUT .00 \o '4 435 435 \\ EXISTING /\ 111q RADE_ 27.73' OF \ \ 5"HDPE/ 430 1.g 430 9 1S9 y1'OF oft- 425 425 107 71.00' OF 15" HDPE @ 1.00% 420 420 415 415 m m M O N E O Cl)r O Cl)I O n 0 0 L y N 0 00 O Co v i2mooi v g CDv Z o o+ v Z 100: EW-1 for 27" or 30" Pipe a> O> O> i�N¢a> STA11+34.82 �U)�z z o(p�z z INV OUT 409.00 (101) 430 430 425 425 420 420 PROPOSED GRADE ` 415 415 \ EXISTING GRADE 410 \ 410 3 87.24' F 101 30" HDP 47 58' OF @ 1.50° 36" HDPE @ f.50% 405 405 400 400 395 395 f0 Cl)O -CN V m o of m 00 W 7 O 7 =) a O N(1~)°z aan I 5 mLL707 O F N N N Cl) (p (1)N N V CO CpLpo-M06 N N V (v + V 7 7 H- pCM*zzzZ) 0 Ozzzz N U)H- - - - aan PROPOSE GRADE 435 435 3' MIN. 430 430 EXISTING 425 GRADE 425 203 57.56' OF 15" HDPE @ 2.00% 420 420 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 12+00 9+50 11+50 STR 116 -STR 108 STR 122 -S11+00 TR 100 STR 202A -STR 204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 212: DI-313 6 ft Throat 216: DI-3B 6 It Throat STA 10+87.17 234: 24" Basin - Circular Grate rn ¢ m ¢ Cl) m m STA 10+16.12 M TOP 441.87 STA 10+56.94 o N o rn N t N L N Co N 2 M¢ N TOP 442.76 INV IN 435.20 (213) TOP 449.94 L M t N - 222: DI-2B 6 ft Throat m N " 04 v N v INV IN 438.17 217 �' INV OUT 435.09 (211) INV IN 444.71 (235) x �, ao x co ro STA 12+46.11 C o m w m M m o 222: DI-2B 6 ft Throat 222: DI-26 6 ft Throat 214: DI-2A INV OUT 436.72 (215) N INV T 444. 1 2 OUT 6 33 ( ) 232: DI 3B 6 ft Throat V N V v V vto � � TOP 445.35 m M c m O (n 7 O � v m N 0) v . v � N + STA 12 26.17 TA 1 + S 0 00 00 22 : DI B Throat 0 3 6 ft oat + S TA 11 14.11 n 1 M M M 210: DI 3B 6 ft Throat - 236: 24" Basin Circular Grate + STA 11 43.81 m N r (O N 7 v +qT m N � (0 0 V w ' V + v � - I I 22 : DI B ft Thr t NV N 440 06 2236 6 3 6 oa ( ) N , Q1 WO N v +NV F N ' V 7 u� 7 o z 0 N a0 O V .v v +(oz TOP 445.35 TOP 445.35 + STA 10 30.71 TOP 442.43 218: - I 12" Basin Circular Grate N+Nvv O VO CO V V M M H + STA 11 19.21 + STA10 0000 TOP 448.73 - oraz v 7 O o�az N v O + INV IN 44 227 STA 10 00.00 008( ) O � O aad>> Z O - C] 7 Z � z O INV IN 440.06 2236 ( ) I I NV N44006(223B) TOP44562 I I NV N43611 (215) TA 1 + S 0 0000 = p�vz? 7 O � O TOP441.93 TOP 450.14 INV IN 442.87 (233) M H O z z N ~ O z z INV OUT 438.84 (221) TOP 453.32 a�d'z N O > > N > CO O z Z z m�v_ N F O z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 O > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N Co H _ _ N w P _ _ INV OUT 447.30 (225) N m F ? ? N m - z Z INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) (� U) H Z Z ? INV OUT 434.35 (209) EXISTING GRADE / PROPOS D 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94 ' OF TZ:4 15" HDPE @ 1.75% 23 86.87 OF 15" H 440 @ 2.0 PE % 229 440 231 18" HDP F 34.83' F 17.71' OF @ 2.00E 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE RADE 8" WATER 4" ATER LINE \ LIPIE TO FHA EXISTING 450 GRADE 450 1' 1' \ MIN. IN. \ 1 445 MIN. 25A / / 445 SANITARY 15" F HDPE `223 MIN. PIPE 43-42 @ .13% 98,00, 225 OF 15 OF 29.79' OF @ 3.5j%E O 440 15" HDPE 440 ' @ 2.00% 40. 15^ OF DP @2. o% 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 30.71' OF 219 24" HDPE 83 . 0'OF 435 @ 1.00% 1' 0r,, L 435 IN. ,4 0% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 430 0 50 PROFILE SCALE N m o 2 rn � w I!) D toa0000> M C')mO v m Na0 n M vv + H D1z O N� (AZ Z a6n 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.43 i INV 114 433.23 (209) 445 \ INV 14 433.97 (209A) 445 PROPOSED GRADE 3' MIN. 8 EXISTING 440 WATER GRADE 440 8" W TER 217 1.2' LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 1.3' 12" HDPE 24" HDPE @ 2.00% @ 2.00% 211 20 32.04' OF 108 430 SANITARY 24" HDPE 738 O 430 PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 �t pLT k �1F �!• CLINT W. 7: 2SFFLET >� "o ' Lie. N 543110 4� I/ 30/ 2021 O','.S1ONAL 11 M E 0 0 u N � N 0 Q O > E w a E i H_ U N UM�i Q 3 0 LL 0 wO `mom 0 W L f"l Q<� Vo0 J - i N rn 0Lu N V w M 30'x oa =LL U-) _ N m >m F Q E0 mO1 00 W M a� F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN z W U7 > LLJ w J_ a of LL 0 Z Jw m W J a Q > LL O W Z p 0 U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.02 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 208: DI-213 6 ft Throat STA 10+00.00 TOP 437.68 INV IN 430.96 (209B) INV OUT 430.79 (207) 445 204: DI-2B 6 ft Throat STA 10+94.81 TOP 435.35 INV IN 428.82 (207B) INV IN 422.43 (205) Q o 202: MH-1 INV IN 428.32 (203) Mo 0. STA 11+94.81 INV OUT 421.93 (203A) c" m TOP 420.10 120: 36" Basin - Dome Grate 206' DI-3B 6 ft Throat .,Zr INV IN 415.36 (203B) STA 10+00.00 STA 10+64.00 = + OD N IT INV OUT 414.90 (201) TOP 431.91 INV IN 424.53 TOP 435.09 CO Z 0 Oj 200: ES-1 for 24 inch Pipe (119) INV IN 423.15 (205A) ¢ o j OH STA 12+10.64 I INV OUT 424.43 (205A) INV OUT 423.05 (205) N U)) z z INV OUT 413.95 (201) 44n I 44n ca 0 m n r a Ira (O M 2 r N r N N N c0 N ND O 00 0) 0 H = N M NMN 01 V M m NNCOM N o N O V CO O mNMN W N N CO V �O�ZZO +(O V H N p��Zzza. +�� H O o N HOZ>> U)F- Z Z OHO>ZZ> N(7Hz - - z dd5 440 440 EXISTING GRADE PROPOSED GRACE 435 \ 435 3' MIN. \ 430 20 0 5.74' OF 207g 430 O 2 " HDPE 5 .09' OF 2.00% 24 „HDPE @ 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 435 435 8" WATER / \ LINE \ SANITARY 430 PIPE 7-613 430 PROPOSE 425 GRADE 425 \ EXISTING 20$A \ GRADE 00, 20,5 84 HD E 30.82 OF 420 @ 2.00 / 1g" HOP 2p3 420 �02.00% 24 OF HDPF @ ,70 \ 69, 3e S ?4,hO OP 415 415 0o 1 MIN. 201 STORM PIPE 123 15.83' OF 410 24" HDPE 410 @ 6.00% 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 ri INV IN 432.47 (407) v V LO v V N INV OUT 432.37 (405) C14 Lo °D 0) O N Cl) rn Cl? v 00)� ao Cl) MM7m7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,d v H = O) � H STA 11+31.86 STA 10+00.00 p v z z 00 g v z z z) TOP 445.65 TOP 446.24 i i ¢ a- > > > OH z o ¢ a > > > INV IN 438.95 (409) INV OUT 441.79 (413) v U)) z z v co F- ? ? Z INV OUT 438.52 (407) 455 11+00 12+00 STR 120 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 402: MH-1 STA 13+14.80 TOP 437.62 40413: 18" Basin - Solid Top INV IN 431.31 (403A) STA 10+79.74 INV IN 432.07 (405) TOP 438.40 INV OUT 431.21 (401) INV IN 431.84 (403) 404: 18" Basin -Circular Grate INV OUT 431.74 (403B) STA 10+00.00 TOP 436.45 INV OUT 432.24 (403) 455 4an EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 'HDPE 1 58'OF 409 MIN. 2.00% 1 HDPE 3 .46' OF Ca 2.00% 15'HDPE \ @ .00/ 435 \ 435 r2 8g' OF @3.5pF430 HDP 7HDPE 430 @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 302: DI-3C 6 ft Throat STA 10+00.00 300: ES-1 for 15 inch Pipe TOP 432.80 STA 10+09.50 INV OUT 431.01 (301) INV OUT 430.91 (301) 445 445 440 440 PROP SED 435 GRADE 435 430 430 301 � 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 n cc 2 r; a, v m 2 v H v to H V cn r- CO W 0' M (n $ Co M M M N DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Thrcat 00 M r n + v roC? M+ m LO vSTA 11+08.81 STA 11+62.76 STA 10+00.00 p o ,rZ 00 p v Z TOP 458.06 TOP 456.80 TOP 458.56 m F (Lj > 6 0[416A: F a- j >INV IN 451.01 (417A) INV IN 450.37 (417B) INV OUT 7512.30 (419) v 0 H z z v 0 H z zINV OUT 450.91 (417B INV OUT 4446.38 (415) 465 465 EXISTING GFADE PROPOSED 460 F GRADE 460 \ 8" WATER LINE 8" WATER LSE 455 455 *419 450 3 .27' OF Ti 417q \ 450 @ 1.00% MIN. 15" HD E 53.95' OF 3' MIN. @ 1.00 15" HOPE SANITARY 0 @ 1.00"/" PI E 34-33A)% 445 417 445 43.16' OF 15" HDPE 7S„'62'O F @ 1.00% @ S00% 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ¢ 402: MH-1 m o STA 11+34.18 o OP 437362 CO VIN41IN.31 (403A) ? v 10 c) INV IN 432.07 (405) o � C) F INV OUT 431.21 (401) C) Z 0 400: ES-1 for 18 inch Pipe F a0 j Oj STA 11+73.08 Cn z ? INV OUT 430.91 (401) 45n ISTING GIMDE \�E 445 445 440 PROPOSED 440 GRADE r'M33 435 435 403 4 430 79.74- O 403A 01 430 @ 0.500 15" HDPE 38. 18" OF DPE 403B u @ 0.70 /o p@ 0 77% 27.69' OF 15" HDPE @ 0.50% 425 425 420 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 INV IN 483.83 (509) 495 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0- o r; ccoo o (M,, H LO l0 H Co O )w"t 00 (O N d) O N W V N O UN(oM co V in + c0 W H co I'- V)0) V ONv mNw + (or H. `, �^� N� O r � V � p"tZ0 p�7Z� 504:ES-1for24inchPipe p�v0 p�czzp dd¢a» �u~i0z �¢3. �STA11+32.03 0¢0 z �U)OZ ¢(L Z Z z L005 INV OUT 479.00 (505) WU)OZ 495 lion 5n0 490 EXI 3TING 490 _ G DE PROPOSED 12" WATER GRADE ENE C NTURY \ LI K LINE 485 T P=482.88 485 1' \ MIN. 509 1958, OF 2 " RCP 480 @ 00% 480 507 51.8 ' OF 24RCP 505 @ 1' 0% 54.57 OF 475 24" H PE 475 CENTL RY @ "C0% LINK L NE TOP=47 .52 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED \ GRADE 490 490 8" WATER LINE 3' MIN. 485 4.3' 485 480 6Z601&�, 480 24" HDPE @ 2.01% 475 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE �t pLT N �)F �!• CLINT W. 7: /7S UFFLET >� A ' Lie. N $4318 f 4� i-AG I/ 30/ 2021 ��V;� O','.S1ONAL 11 ^� E 0 0 N � N 0 > E w v E w w 3 ¢ LL % 3 LL O w 0 m d W L M a� Voo w J -N .. rn N � (� W W � �0'x LL V) = N Fv> <Lr; 0 00 W M a� am O ce 0 Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J of LL of 0 Z 0 Jw m W J a Q LL > O W� Q o W U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.03 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 . %44t CLINT W. 7: M ��/7SI�IFFLET > LO o t LO0 2 MQLn r' ccl) M V ZA Lie. N S4Jde % r ~ CD LO F � ' �G I/ 30/ 2021 ��V;: H o `P Co CA a0 °q F- m m m °' w °�° �9M(tO mM"tLnmV °°vNro co 00 /ass`/ p�,e N+�(O (OH ��NN V mOpoOj 'It I.0!1AL� \� Q m m+ Oz z O Moms j 0 ccDO Z ~ o n ~0#4114��%, f0 m co M O��O vaa»> az0 �v-Z=O o t �L �M� u°F-0 �Cn�zzz LSO>> m�OZ» H �v �Cn�? �Cn�zz 'ncn�gzz x Cn v M 208B: DI-2B 6 ft Throat M o $ C.4 475 475 m o E m o M ro omi. Nci It Cn o m Coy STA 10+35.52 ° mOCov mNNN M M�N7 TOP436.82 ry c + � o N+ -q v 0 v INV IN 430.08 (207) > E mot �ovz_z w aE O O o a0 > INV IN 430.08 (207A) _ aHOZ �FOZ» NWHz INV OUT 429.98(207B) �W'N 3 _ _zz 455 ~ ~ 455 445 445 a LL o 3 PROPOSED p LL 0 wO `mom V omo Z a —ui O .. P rn C7(A rv� a w 30'x u w Qv i ry Z > O O W W ~ crn � wM 100 TMIN.1" Ca H > > O 0 ui a a 0 ww x Cn Cn c� ww 0 x N ~ w F \� Q Zo-o z O in DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 ¢ 0- cc • o 2 r r 0 50 L v V r PROFILE SCALE ~ 4 I- 170A: MH-1 m m 0 o o co om0 STA 11+25.46 W cl) 0 ED 0) m + 0) F TOP 489.88 (i ► m m Q m ¢ 1 00 C1 o � Z INV IN 483.23 (169A) `J L N L N t m Q n��0> NF0> Oj INV IN 483.00 (171A) rn � °D v Cn r ? Cn ? ? INV OUT 482.90 (169) � N 210B: DI-3B 6 ft Throat CO o CO ry 224B: DI-2B 6 ft Throat � N Lo rn 500 00 m�vm STA10+32.00 mI'll9Nv STA10+29.79 m�rnv �roco't J c')0 MoM V Mo W V r0� � 7 0 TOP 440.43 0 TOP 446.84 0 v +o� +r-� +mom+rvvH I� 00�o INV IN433.23(209) 00�0 INV IN442.37(223) DODO ���zZ0 Qo F > INV IN 433.97 (209A) N F a0 > INV IN 440.98 (223A) N F a0 > i. Z > > % C� W H z INV OUT 433.13 (209B) N Cn Z INV OUT 440.88 ff3B) v Cn Z v Cn r - z ? 450 450 455 455 455 455-7 w/ z li w Q � > w a w J_ OZ Jw m W J a Q > LL O W p O 24 W/ U U7 I..L 0 O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 is. EXI TING GRADE PROPOSED 450 G DE 450 j3'7MI445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING G DE PR POSED G DE 440 440 3' MIN. " WATER INE 1' 435 435 209A 2.00' OF 5" HDPE 1.00% 430 430 425 425 � EXISTING GRADE 470 470 G DE 8" WATER LINE 1.5' MIN. 465 465 3' MIN. 155 37.80' OF 1$3C 15" HDPE 06'OF 460 @ 2.00% 24. HDPE 1 53 460 % 2 HD F P 2.$0 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 1' 8' WATER OL NE 440 440 1.7' SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 PROPOSE 450 GRADE 450 SANITARY \ \ EXISTING GRADE IPE 33A-33 445 445 3' MIN. .5' 440 411q O 47.12� 440 „HDPE �° 2.00% 435 435 430 430 440 440 EXISTING G DE 435 435 P OPOSED GRADE 1' 8" WATER LINE 430 430 5.52' OF EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LIN 485 � 485 MIN. 171 90.18' F 71A 15" HD E 35.28' OF @ 1.00% 15" HDPE 480 480 0 475 475 470 470 L DROP MANHOLE •••fit pLT k ��F rye DROP MANHOLE STA 13+57.20 •• -� /ESL 13 STA 11+69.03 ?1,E A 12+66.37 11 TOP 453.89 STA 16+08.56 10A 10+00.00 TOP 459.03 P 456.09 INV IN 445.72 (12-11) TOP 446.28 CL1NT W. 14 TOP 464.27 INVIN454.39(14-13) IN448.65 (13-12) INV IN 438.94 (51-11) INV IN 436.32 (11-10) J/SI�IFFLETINV OUT 459.46 (14-13) INV OUT 451.57 (13-12)NV OUT 448.45 (12-11) INV OUT 438.83 (11-10) INV OUT 436.12 (10-9) / • • l 470 470 : �o Lie. N .543180 4� 30/ 2021 ;� G 04'10NAL %%�� tiq�ee�N• ^� E 0 0 u N N 0 > E w v E w w 3 Q LL o 3 p LL 0 wO `mom � V oMo Z a -ui O w rn C7w rv� a zF ='� V 30�Q cn a LL w o i 0 ry Z > 0 O W W kDE ~ �rn � wM Lu Be ca 00 H > O O a a O ww x � � O 0 x N ~ w F \� a z IromO in DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 • STR 14 - STR 10 HORIZ SCALE: 1"=50' • VERT SCALE: 1 "=5 (WIC V STA 10+66.24 J STA 10+00.00 51 11 TOP 453.89 STA 11+g4.49 53 52 STA 12+64.38 I� TOP 453.84 INV IN 445.72 (12-11) STA 10+00.00 TOP 489.57 TOP 485.05 INV IN 439.80 (FUTURE IN) INV IN 438.94 (51-11) 54 TOP 492.72 INV IN 483.02 (54-53) INV IN 478.83 (53-52) > INV OUT 439.60 (51-11) INV OUT 438.83 (11-10) INV OUT 486.71 (54-53) INV OUT 482.82 (53-52) INV OUT 476.25 (FUTURE OUT) 460 460 500 500 w/ z li WQW > w a w J LL O Z O J w WJ LINE Q LL O 1 F > W z O W/ I..L � f z 0 O O 2 5 ,0 V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 51 - STR 11 STR 54 - STR 52 o JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 50 40919 PROFILE SCALE SHEET No. C7.05 465 \ 465 � EXISTING GRADE 460 � 460 455 \ 455 S ORM � \ PI 501 � / \ 1.5' PR POSED 450 450 -12 � � 8 OF ucti/e tron 30p/ \_ 12'11 445 8"D 84�OF � 445 OQ orOn � .Op STO M \ PIPE 1 9 \ 440 440 1' MIN. i 11-10 251.36' OF I 435 8" Ductile 435 @ 1.00% JMJM Q � v M °° W J M J(DJ� 43O 430 Q�Q� in u� Q Q�Q� � � � 425 can a 425 PROPOSED GRADE EXISTIN455GRADE455 H8�'WATER 450 450 445 ' 445 STORM PIPE 143 440 440 51-11 � 66.24' OF 8" Ductile Iro @ 1.00% 435 435 430 430 495 495 - - - EXISTING � GRADE PROPOSED � \ GRADE 490 8" W TER 490 3.5' MIN. \ 8" WAT R 1.5' LINE MIN. \ �� \ 485 485 84.49' OF � 2.3' 8'PVC 2� 8" WA ER 2 Opp LINE 1.5' 480 S3 � MIN. 480 8„A8 O,c STORM SO�o PIPE 167 475 475 470 470 L_ . %44t pLT k CIF �!i CLINT W. 7: 2SFFLET >� -o ' Lie. N 54311e 4� ivG I / 30/ 2021 �4V;: .,e tf, G 043.110NAL � MANHOLE ti���eeNN 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) o E MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE 0 MANHOLE STA 11+46.06 MANHOLE STA 15+86.96 MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE EXISTING MANHOLE c STA 10+00.00 9 TOP 442.30 STA 13+28.62 TOP 430.63 6 STA 16+39.47 STA 18+91.38 STA 19+78.11 STA 20+91.00 STA 21+79.99 STA 22+14.99 > E 10 TOP 446.28 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5 TOP 427.36 TOP 422.65 4 TOP 419.51 3 TOP 413.93 2 TOP 406.00 1 X' TOP 407.18 w a E INV IN 436.32 (11-10) INV IN 433.20 (10-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.54 (5-4) INV IN 413.04 (4-3) INV IN 406.07 (3-2) INV IN 400.53 (2-1) INV IN 397.43 (1-EX.1) W 'N ; 455 INV OUT 436.12 (10-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.34 (4-3) INV OUT 412.84 (3-2) INV OUT 405.87 (2-1) NV OUT 400.33 (1-EX. INV O 5T 397.23 (EX-1 B) ¢ UM g p LL o 0 wO `mom � V oMo Z a -ui O .. P rn C7 LU rv� a w 30'x U w oQ =v O i ry Z > O O w w ~ Crn � wM � 00 o w 2 2 O O a a o ww x (D 7 F N ~ w F \� a 0 z O in DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • _j L, C. SHIFFLE7T 5. SCALE Lr AS SHOWN of N 5. 5. ct • (WIC V_j CIA J I--ICo Co I 0 w/ z li LU C a w G a w J _j LL Oz O J w m a WJ Q O W _J o o W" 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 0 STR 10 - EX 1 L.L HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 O 00 `2 1 5 ,0 V 1 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.06 60" INT. DROP MAN OLE STA 15+ 3.94 6A TOP 4 2.94 I V IN 424.31 (6 -6A) 450 IN OUT 421.40 ( A-6) 450 MANHOLE STA 14+55.00 6B TOP 434.78 INV I 425.37 (7-66) INV OUT 25.17 (6B-6A) 445 - 445 / WATER SERVICE LINE, � D PTH APPROXI ATE � � 440 440 8" W TER � 8" W � LINE TER PROPO ED LINE GRADE STORM 1 MIN. PIPE 213 3.5' MI \ 435 435 10 g \ 146.Og� OF ,STORM \ 8"PVC PIP 209B � � " WATER 2.00% 9 8 \ STORM rIN. "WATER 430 130 3 " OF 1'7 PIPE 203 430 �o �� � ¢� C o ch ri L . %44t pLT k CIF �!i CLINT W. 7: 2SFFLET >� -0 ' Lie. N 543110 4� ivG I / 30/ 2021 �4V;: .,e tf, G 043.110NAL I" ^� E 0 0 u N � N 0 > E w ai E w w 3 Q LL o 3 p LL - wO `mom j V20 Z a -ui O co rn MANHOLE V' W w STA 15+g1.48 r� a 60" INT. DROP MANHOLE z 1- O In - u x 33 STA 12+73.04 31 TOP 435.01 LL Lu TOP 448.89 INV IN 430.27 (32-31) o a = ( ) INV OUT 430.07 (31-6) _ > � O w w INV IN 444.44 33A-33 � = a ^ 2 2 INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE a ; °MANHOLE MANHOLE MANHOLE A 6+6405 w ryM~ W P36MANHOLE STA 11+80.23 STA 3+3340 SOTA 15+06.26 4063 00 33A A NTOP TPSTA 10+00.TOP 454.17 44745 439.12 NV244 1 34INV IN 431.79 (32AV191600 TOP462.18 -33A) INV IN 440.63 (33-32A) -32) INV IN 448.35 (34 Tlj�ININ456A INV OUT 45165(34-33A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31 VOUT19143(6-5445 OUO OUO ui a a o ww x 0 MANHOLE _ MANHOLE MANHOLE STA 11+46.06 MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 N o STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) w F N ry 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42 41) INV IN 433.20 (10((-9) o M 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z 0 in DATE 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY S. • C. SHIFFLETT SCALE AS SHOWN • • 1� V I --I w/ z li w Q U) > LJJ a w J LL O� J w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 m a STR 43 - STR 9 W Q HORIZ SCALE: 1 "=50' � % O VERT SCALE: 1"=5 w z J O W " LL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q STR34-STR6 HORIZ SCALE: 1 "=50' O VERT SCALE: 1"=50 O 5 2 D 0 O 0 50 PROFILE SCALE U) JOB NO. 40919 SHEET NO. C7.07 EXISTING \ G DE 460 460 455 8" WATER LINE \ 455 STORM � PIPE 417 \ 1' MIN. \ 450 �� \ 450 -33q 180.23' \ 8" ATER g�� pV � 3.5' MI . LINE @ Z.00 3q 33 445 8 8�' \ S ORM 445 J�Q�Q� Qv, 2' (fl 0' v, r �' J^ � J� � N @ C 00% 1' MIN 1.5'\ PIPE 113 Q o Q o Q f� o Q� � Q� MIN. 1' M N. PROPOSED J J J J J STORM GRADE 440 � a H � a F- � a � Q � a � PE 11A 33 32 60 � 440 � � 8" Ductile 1 _ V) V) V) V) (n @?.00� on QJ `p Q�qJq� QJQ � \ 8" WATER LI E W � W � 435 H + Q � w �+ N 1.5' \ 435 � m J o J J MIN. / \ On IL' Q Q > (n � qVQ N LC M �' QM LL (O 8. 9,(96, " s Op (n � V) V) 4g4o � � M H M H H Q� M \ \ in � J�J �� \ 430 Q � Q w � Q 32-31 430 � � fn fn I%% In J Q J � Q � J °0 M/ OF 8" PVC \ @1.55% �NI H� H +� + 12S 6 w PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 EXISTING L3.5'MIN. GRADE 450 \ 450 13 4,�•q 023 2 PIPE 225 \ / \ 8 /� @S00° \\\ \ MIN. 445 445 ---STDRNI PIPE 223A STORM PIP 221 STORM 440 PIRE 219 440 �N�C�O. � �N�� 1' J�J� � Q�Q� MIN. � Q � Q q 223 2.41 435 435 U)��� (!)�(�� J VJ �J(�OJ7 J� Jln 'pi/(-, L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - RON Iw J 5n5 p O IW z m oo a C5 W �o oo I w 500 o v~i 500 p z \ — co EXISTING j H- Z W inp O IU W m m toIV No , \ GRADE w+ �Q =��OM N� —0) _ o \------ Qc QZa lo0+xto 495 \ �Q 0mr; p , 'o=, n� 495 \ N U0 Z W U OjF N(/i N U) wb �FQ •a 0) rn o � cn \ 0w 490 \ 490 \ PROPOSED GRADE 485 485 12" LASS 52 DIP WATER LINE 1' MIN. 480 480 12" WATER LINE DEFLECT DIP W/ 4" DR17 CAST G STORI A PIPE 507 475 475 9+50 10+00 11+00 12+00 13+00 14+00 15+00 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE I \I I I i �J - — — — — — — — — — - I I I I I I I I I I I I I I HORIZ SCALE: V=50' VERT SCALE: 1 "=5 16+00 O O O 0 4950 W CI I0 W W m ^ CD W ry O rj N 1� � n aco M H-W Q O+ O+ + LL�+ >� Lq "'• 'o>� N fn N fA N U) N U) NOTES: 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO CONSTRUCTION. 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO ELECTROFUSION COUPLINGS WILL BE PERMITTED. 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF PIPE CENTERED ABOVE WATER LINE CROSSING. O It N to N V 0) + CO HORIZON ROAD INTERSECTION STA 13+46.20 EXISTING GRADE � w 495 O / CL / PROPOSED — QW / / GRADE — _ _ _ _ — ` < J / 12"Xs" CROSS 490 > > .31010 490 / 3.5' MIN. 1 8' 485 485 MIN. SANITARY 1, PIPE 16-15 12" CLASS 52 MIN. DIP WATER LINE STORM PIPE 601 480 STOR A 480 PIPE 171A STORM PIPE 507 475 475 O to r� N of V op m(.0 �M oo� v0 �N c'�0) o] 00 co 76 00 CD 70 7 co7 700 70) 76% 70) 9+50 10+00 11+00 12+00 13+00 HICKORY STREET HORIZ SCALE: V=50' VERT SCALE: 1"=5 IN , r 1 I I I ,I IIIIII I I I %, 1 / /' I , I I I IIIIIIII1 /� II IN ` �%✓ = \ //I 11 I/i 1 ,�I / , II „111+1+III ` / > I I / ` I `\ \\ ' / \ ��• I ��0 , \\ \I\ it Illlj lI �; I I� 1/ II 'if fill jilj,\ \ \__/' \ bah \ \ N. \ \ N. \\,IIIIIII II I I II I I, IIIIII'I'l' -\�--- / \\ \ \ I \ \ \ \ \ I \ �� %/'I%► y � I, I„I IIIIIL C7 \, _ . \ \ Of -ral- - / , \ �\ \ ` ( / / ;I I 4g i I 9 1 (D (// , n , I ,� \ ! N. \ •\ \ }/� / illi I \\ `\ \�\ N. ' I i i li I I i I/ ,' '1 IIII 1\ \ t/' I / /^I/i III \\ o I I / 1 'I I I \ N If / \ N. \ 1 N. \ N. \\ // I I I \ It \ N,I \r \ \\ 1 \ \ \ N. IN N. IN N. \ `, \`\ I I I I 1 It N. N. \\ I`\ \\ I �Iit N,I t \ \/' ovVG I I I I 492 N. \ N. `m� — /�!\ 1 1 4\ .. 1 I \ `\ VV I I \ I ,\ - - - --- 4a \\\\\\ ; 11\I\ 5} 50 / U a bag 1�+5 490 49 1 uGr0a RFFT `N. N. c N. 14+00 14+50 0 50 PROFILE SCALE r / IN - , 1 • 1 11 I ' I I I I I I '\�\4I \ _ \ \ \ '\ Ir _ r ------ —/-. I I I I I I - IJ J\ L / cr 1 � I — ILl� II III II I\ ' L_ I Jit l LJi T I I I I \I \ \ \ \ I "Al it I 1'1 \' \\� \I 'III I I I ' I I I I I 1 IN II � '1 \ \ \� � \ � \ !� IL 11 III I ill;; ; k I I NI N. I `\ �� I SCALE �40I I 4444044000 of pLT N �lF Pooy CLINT W. 7: 2SIIFFLET >� • • •o Lie. N 54310 4O I/ 30/ 2021 �4V;% G O','.S1ONAL 11 M E 0 o N � N C > E v E w H- .WU Q LL 3 o p LL 0 wo `mom j V oMo Z —� O co (7 W N w 30'x U) oQ =v w 0 U-)i C N >1O Z O W W =rn U) wM � 00 tz,H » O O 01i a a 0 W W x In In 0 x F N ~ w F \N p Q ' M ^ Z 0 in 0 O • • .0 Lm c t DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V 1\ Li 1 W Q C/) Lu a -i J_ O LL J m � W o a W Q c) O jY W 0� C) O O `2 1 O U) JOB NO. 40919 SHEET NO. C8.00 L U 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 H w A.D. _ -3.00% X 00 v K = 30.02 (n o 04 O 90' VC O ++ + v v OO> C)C)o) 495 T m 0 U) II W +� O LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 U Lu O > > Q 000 '2.pQ u m m X I V \ W U 490 490 \u j w \ Q L.L 06 485 > 485 W N \ 480 STORM MIN. 0 Q 480 PIPE 163 00 bD a)PROPOSED \ GRADE 3.0' ro EXISTING \ 2 W 475 GRADE — — \ + 00 06 475 — MI\ ICI > II rn U U_ co � co _ STORM \ > m m \ M LLi w m + 00 00 + 470 PIPE 159 \ \ � ~ 470 A-rco PIPE co co X CD-1 DEFLECTION (/7 00 (n 8" CLASS 52 DIP TyP II II WATER LINE U w rw>\ 465 \ 465 CD-2 \ \ 1' STORM M 1 N \ 460 PIPE 155 CD-1 460 3.0' TORM PI E 153A 4 \ 1' \ MIN. \ 455 455 STORM PIPE 151 1, \ \ �'450 450 — STORM PIPE 501 445 445 440 440 M V LO O V Lo N V co (o V c) t` LO 00 LO c) O Lo 00 of Lo co N Lo W Lo co O Lo W O co 7 V L O r` p N(.0 CM O= m O V r— N O co r N rnN O m f� m0 o] r`0 i(] r`Lo r`� 7 r0 N r`0 N r`� O r-co r0 N r`0 O CO r`O r cow V coM N cow O �O V �0 O �r m I- M V m V 00 V 00 v V 00 V 00 V r V r V r V r V V CO V CO V CO V CO V CO V L V L V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 T _ _-- ----- TA \ \ / / /I L -L/1 \ i /LA i 4 / 4 yl♦9Z-'� I IA _ 1 L Jxvo 1 / u �, i • ♦ ♦. w p O J Lo Q F + w O X F 495 A rn in rn w J Lo jl.-Ho LU a 0 (a7Qm- n n n 495 490 490 485 485 1 ' 480 480 STORM PIPE 161A 8" CLASS 52 DIP 475 WATER LINE 475 470 470 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 019 �I - - - -- \ --- - - - - -- 0 11 1 \\ \ \ \ .•\ \.... \ \ \ \\ \\ \\ \ \\ \\ \\ \\ \�\ �, \ .e y 11 /I /1 I / /l l l /// // /4346W Li \ ` Y V_ \ 17+50 / I — — — — — — —— 9b6- �SC�AL'� 1(' 40'/i . -44t pLT k ��F �!• CLINT W. 7: 2slUFFLET >� Lie. N 543 4� 30/ 2021 ;� .••.t�, G sS�ONAL M E 0 o N � N C > E w v E w w 3 Q LL 3 p LL O— wO `mom i W L Q�J Voo 00 J — uj M d L A N z Lu U1 � 3: Q n x LL a Q = v (n = N Fva� c Y � N W M W J Lm z O a_ u V Lu ti ti O Lu Lu > 2 Z O O a a � � F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN Lu > Lu a _j J_ O LL J o � W LL a Lu Z C) o � LLJ C) O O T� i O U) JOB NO. 40919 SHEET NO. C8.01 L 460 H LL-I F_: U) U l w z � z z J ~ J J_ Lu w 2 0')• 460 PIPE LL Z M W + DEFLECTION, 06 c N l BCD-� Q _ L W POINT ST = 25+69.95 Q _ \\ GRADE -EXISTING U U LOW POINT E EV = 438.26 l 455 / \ 00 W 00 cc\I cl, ui MPVI STA24+q.5 440.13 455 3.5' w + w + MW M o PVI ELEV / 3' .8 % \ \ w N W N N- N + It A.D. _ .38 /o 0 N N 1 iDQ QQ (DQXQ(>7 iDQ K=39 .00 �w00 00 / co Wbo �bo 150' C W N 5➢ LL) OCD N N 450 QXQ (7Q II II N co W 00 f/) W CD 1 It It W W W LL J}) 8" CLASS 52 DIP N 11 U_ U_ U P 445445 TORM PE 145 WATER LINE 1.2' STORM 11 W > 00 > o D N Q' COM > 0 Ek Oor(u- STORM PIPE 137 c Lu � cD 06 � M LL Cf o rn PIPE 501 STORM 00 00 I Lo `n N M r Ek PIPE143A �N HN II II �N N — QQ Qlcn C-)> w Q� c`\I\I 440 Cl Q 440 SANITARY / PROPOSED PIPE 51-11 I / / Cl \ GRADE W � W I W O/ RM ST RM 1.4' r1.1' \ 2.50% 435 > o > M > t` P PEO 33 PIPE 211 435 U) N cn NW (N CD-1 \ STORM \ WQ WQ WQ SANITARY SE PIPE 209A 1.5' LATERAL, DEPTH APPROXIMATE, TYP. I SANITARY - 430 PIPE 8-7 I 430 STORM U U U_ c? U . e') U_ c° U U p ' PIPE 207A \ 1' STUB OUT FOR >Lr-0 >Ori>O > + Ucy) Iq >� >0wLO W LOWrm�i W SANITARY FUTURE PHASES U + N + N + N LU + N 5;w. + N + LO + w + U p U _ M U U _ W M— \�IPE 6B-6A 425 LU LU LU (w c�\I ln (D > > N > O> M \ STORM 425 W� W�W� W �NWl W� WHWctoLU(0w(+D >°NOWcLY tD \ PIPE107 F F- F- (n F d Q l U) l U) l UJ UJ N U) N (/) N 0 t (n N \ — Q Q Q Q LU Q Q�<W<W<�c4 W Q H U) H (/) U) Ql LU ~ () STORM 420 3: PIPE 205 420 O cl) (D O O N It 00 1\ O V c) LO N 0) O CO V (D 7 O 04 M M l to N co CO r 00 N r p o0 (D (O LO N (0 N O O � LD l O LO LO DLO LO Ln �LO LO O �N LO Ln N M vao LO mI\ I� MLO O vV vN N 71 N �O O vM o0 Mr M (O Mco M N MLO M f� NM M M NN M v V V V LO v V LO v V LO v V V v V V v V V v V V v V V v't V v V V � V V It V � � V M V V 19+00 20+00 21+00 22+00 23+00 24+00 25+00 HORIZON ROAD STA 19+50 - END WIN 22 .- I BI `=ll '1111M, �aI P d, {/{ 1p�■ IQ� I �LRp 1 ae MIIQ r ♦. ,• AIIIon� Li 11 ' � i ►��� Imo°"" 1 ( ►L� ��� �� �� *\ ' IVA c 1 •' i FLI-A-mamaj � '� WRI .9 ltl��,®11i - "—mill' �'', •'il W IIII/ .101 \` � �I �■ TRIM k_zz-�z I���\� ! OMW i / 0 se ngaIII-MIE�IIf � r--^ I 49=111IH Qnsif 40111If 29+00 0 50 PROFILE SCALE . -44t pLT k �)F �!• CLINT W. 7: 7S UFFLET >� •o ' Lie. N 5413 4� 713012021 ��V;• .••.t�,G O','.S1ONAL 11 M E 0 o N � N = > E ai E w H_ Lu w w 3 Q LL o 3 LL — w O j V oMo Z o — In N O rn a (A W w z F „ a V 30V=)Q c/1 ° LL W i =ry m>1O Z� O W W ~ =m wM � 00 a� o w 2 2 O O � a a 0 x 0 F N ~ w F \N p 0 M Q n z 0 DATE 0 } 311812021 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • AS SHOWN • • • vv \ _ � 6 \X \ \\\N �\\\`� \` 2\\\\ \ W _------ / '/ /// // // I I I I I I I I ` I °11 I I\ 1\\ X "N\ > w \ \\\\ IL.L J J _10 I I \\ O ;>_LLJ O ' � Q I to w 10 \ •` ` - �_/' / , ,/ , ) 1 I I I I I , III I I O / \ —_— _ —— N. SCALE V=49 / / / / /o / JOB No. 19 _ / / ° °/ , SHEET NO. L 1o'vC K = 2.00 A.D. = 4.95% PVI ELEV = 442.48 PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 60 LOW POINT ELEV = 442.54 ++ BVCS = 10+23.04 BVCE = 442.58 2T VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q 2 H U W W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j M A.D. _ -5.83% W + K=13.00 �Q 76' VC Lo rn �t pLT N �}F �!• CLINT W. 7: 2slUFFLET >� A Lie. N 54380 4� I/ 30/ 2021 ��V;� .••.t�, G sS�ONAL Q EVCS = 10+32.94 EVCS = 11+63.74 lL + °10 E 465 20 a) EVCE = 442.62 EVCE = 446.61 ot} N N 465 N v M o0 n L0 In (D - co (n M n O c\I �• + U) n 00 Lo U) Lo `t WM M 00 WIll (D wNWN � (D + � n � a0 II Lo II r 1 II W + (np W + W + W + W + II II mt (n W 460 F N F N F N --- I- M I- M to W Q a U U 460 X~ X~ X~ X~ X~ >> w w 00 U 00 U 00 U co U)0o cn \ 0 PIPE 1, o 6 DEFLECTION, TYP. /CD-1 3 455 Q 455 O EXISTING PROPOSED / o GRADE GRADE 35 / / > 8 °10 MI . 1.3' o 0 0 _ \ 3' M / \ 450 C) / 450 O / r 11 / PIPE \ 11 W DEFLECTION, SANITARY � j I j / NP' \ L,,�- / 'CLASS 52 DIP STORM PIPE 34-33A 445 > > / 3' / i STORM PIPE 225 WATER LINE PIPE 417A 445 Z 9 // 0% 3, STORM PIPE 223A SANITARY SEWER 1 2' LATERAL, DEPTH 440 CD-2 3' 1.6' 1.3' Wco APPROXIMATE rj440 Wowo W00 Wco WO Wo Wo Wm U°2 c)NoN Uq Umo: Umo: Uc`! U`n UM 3.8' STORM OO5� 5� � m (D 00 � PIPE 221 w + w + w + IY + + w + IY + IY + + W WNwN WN Wcf) Wcf) wco w(n wV 435 STORM U) � cn � (n , U � U U U � (n � (n � 435 PIPE 215 W W S W W W� W� W W W W W U) U) U) I-(f) 1.-01.- I- I-(n I.- I-(n I.- I.- SANITARY PIPE 9A-9 430 430 h p CO co O CD N v CD O V co lf) 00 of 7 LL N M M O v� vC �4 oo( vO6 �O vr" u�M �Lo �� �� vm v� v� v� vm vmt N C > E v E W w w 3 ¢ LL t 3 LL 0 W 0 N j V oMo Z w — ui O rn (7 LU rv� w v a 30'x U) W i ry m>1O Z� O W W ~ o rn o � 00 wM o w 2 2 O O � a a O x � � (D 0 F N ~ w F \r-j a 0 Z O DATE in 311812021 0} DRAWN BY 5 C. GAYNER DESIGNED BY 0 •• C. SHIFFLETT 0 50 CHECKED BY PROFILE SCALE • C. SHIFFLETT • SCALE 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 16+50 AS SHOWN CARDINAL HILL LANE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 / r --- _ / y LU / / l I I 1 \" - - / // / � / \ 1- - - it 1 I i1 1 I }, 1 3• \� \ \ \ \ \\ \\ \\ \ \ \ \ ` \ �.v 1-0000 �1 \ - /I \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ A� — \� • \ \ \ \ \ - :� \ \\ \ 1 I :: t: ::.. \h0 .i :. ...y \ 4 \ sS,� \ `.:•�;:.. I -,AL 1 \ \ 1 1 \ 1 1 1 1 \ \ \ \ \ \ \\\\\ \ \ \ 1 \ 11 \ \ \�, \ \ \ \ LU O \ \ \ 11 \ 1 1 1 1 \\ \ \ \ \ \ \ \ br :'<v ): ).:.'✓ . \ \ \ \ \ \ .Q ... cS .. �• I \ I \ \ \ \ \ \ \ I 11 \I I \ \ \ \ \ \ `\� \\" \\ \� ce 1 LU 11J IL \ \ \ \ / / /\ 447 I I I I •. ...'t. I I I \ \ •,,�.. \ •460 OI.:�I I \ \ \ \ 1 1 \ \ \\ \\ \\ \ \` \ \ \ \ \ '\\ O \ \ ` `\\\ `\-, /// •, I '' I I I I I I I .'.^I• \ '. \ \ \ \ 459 I 1 \I 1 I I I I I \ \ \\ \ `\ \ \\ \ \ \\ \\ \\ \ \ \ \ \ \ 1\\�\\\ w '.: `•}.: •::.:. \ 459 1 I I I r ° o 1 > w z Q \ f C)�y 460 \ 457 I I I I 1 1 I I 1 1 I I 0 1 O �\ , [•_ I I I I � I I I I I I � I I 1 I � , I o \ U \\ \\` \ • .• :�,, I \ c/_ __ !/ \\ '../• 1/ I I I I I I I I I I , I I I I I I 1 I I 1 I o � \ \� `\ \\ •::'•:.• . II 1 4 1. - / �/ I I I I I I I I I I IIII I I I I / / l/ I I I, I I I I \ \ ` \ �UV \ 1 •.. J:,.. ° • \ ¢56 } I �•\\ \ \\ \\ \ \ \ \\ . \ \ \ \ ,MO /// /// IJ JlI'WI \ \ \ ..:`\:'... 1"' ;'..' O 1- 1050 ° vQS I .. :....., As \ I l OW o 4205CARDINAL HILL LAN SA °o -0- � \\o \\\ - s _ I II I I II I , •':: k\ \ nx .444 A 1 �6 \ \ 55556 \ 4564,o- 455 o P 442 > I . .,,:'. 77. .2 \\`\ o \11 _ � o_oo�\O-°\ \ \ \ \ \ \ . \ \Y� .... .�, I .O I..I, WO.....:'..r.t:��.:'.ti::'...;_d. .... .... :`.; \\QW.:...'.'r.:::•..:-.•.•-.t_'..-.-:nr-...-.,t.ar.: \ \'`\\ / O ° \ \ \ 0 0 _ 0` �p�° �o\\ \"° �\o �a \\ o\\ \ \ \ \\\\ \\\ \ \ � \\ `\\ \ \\ \\\\ \\ \\`\\ \`•�. �`l .. . k\'\\O�; /O -yO �\ \ l _ \ �I 1 "II II \ \\ \ \ - -- .•- -\ \ ` \\ �y :L.,T;' : r, h _� p0 O ':: 'h // // / l/ / l / l l D�I' ( �� �/ / ' l/ //l /�// /,l Ill / l I I II II IIIII II I1I I I /I �IIII, II I IIII I II I I I II III I II I � II I �1 Q o/q \010\ / c 717 , - I nJOB NO. 40919 °\ 1 439 /0 / \ \ _ I I I SHEET NO. 38 _ - / / / / / / / l I I I I I 1 I I l / ° L HORIZON ROAD - INTERSECTION STA 10+00.00 M E 0 rn N � N C > E w a E U w 3 LL 3 LL 0 w0 m,�-i ¢ j CJ2 Z a -u O w P rn C7w rv4. a w V 3O'x cl) w i ry Z > ° O W W ~ �rn U) wM � 00 o00 w 2 2 O O O W W x Cn Cn (D 0 N ~ w F \� a z O in DATE 311812021 5 0} DRAWN BY C. GAYNER DESIGNED BY 0 •• C. SHIFFLETT 0 50 • PROFILE SCALE CHECKED BY • C. SHIFFLETT SCALE AS SHOWN Lu 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q WARDELL CREST J HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 11-4 iiiiiiiiiii Imp I 1111H It s�, ot •,, �`tille . Irk; : N�9� 111� 1 ��'' 0� \ . a�� ,�� ,► 1 u ��� .' 1 �V ` A �... ..... t. . i7�- Li _ .���1� IM MIS 1➢ -'VI����1 Y t'� ®. III' 1�1 ,. ' It i . I� ���� ��„ I •!++i+i+s.6+i+i+i++i+i+++i+i�i. � O ., � i �►E!�.� „ate .. It OEM FA all r 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 Lu LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 W BVCE = 432.82 BVCE = 434.16 Z EVCS = 10+48.00 EVCS = 11+21.89 465 ,. o EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 t pLT N 0of �f polo :�� i- 1 W O p CLINT W. 7--: CD 00 M w v M 00 N •O +• *v7 SI�IFFLET >� ' LD H LO L II -V Lie. W 54380 4� > ¢ a0 > ¢ Q w i�,G•I/ 30/ 2021J : U) bo U) bo U) U) w 465 t�V, sbo 114w�1 w ZO ¢ = _j t- U PIPE > > d a t LL ¢ W t DEFLECTION, N 06 Z U) TYP. W W ¢ / 460 = _ Z 460 LLi w T STUB OUT FOR /K30- FUTURE PHASES 2 W X< �/ 455 00 U) 455 cc\I C) (D o 1'4 STORM W o Lri LLI N / PIPE 419 W N N � N PROPOSED aL 450 GRADE CD-1 450 H - H X H W In co In eo fn / H t / SANITARY SEWER X 0o 9$ I / LATERAL, DE TH C7C7 / APPROXIMATE, TYP. 445 M 445 00 Ij I o ¢ 0 1.8' 8" CLASS 52 DIP o 7 - 1- ¢ ~ / WATER LINE ci m 00 U) / 440 m 440 � SANITA Y p > PIPE 33 32A W / (n W MIN. EXISTING GRADE 435 1 > 435 �Q°Io •00% / ANITARY SE)AER /i ATERAL, DEPI H 430 APPROXIMATE TYP. 430 / WI- WP_ WP_ Wf- u� W cc W WSW WM W Wo0 / U'(? UM UM Ou (D � UNU (U UM / �I�_ _O L 't + _ i __ �N i _ N _NO / + + + t LI N w + Oi + + w + w + + / W� W� WN WN W WM WSW Wcn W WCD 425 U) U) (n U U) U). fn (1)U Cn U) 425 PY tY IY< W IY w STORM W� U W� W� ( W� U) U W W~ WSW cr W� W WU) SANITARY PIPE 119 ~ ~ ~ ~ ~ ~ 3 ~ ~ ~ ~ 3 ~ PIPE 6A-6 420 420 415 415 I` � N O N N M (N m O N CA N 00 (D I- r . 00(.0 CD 7 LO � O V (D W C`M I- LO m coO (D O CD I N W M N C'1 M m (0 (fi MII N MO MN CD M(fi N , O r- 7O m I CN �� W �� O L (Dq) N (D Q0 v co v V co v V CO v V CO v V V v V V v V V v V V v V L v V L v V L V v V L v V V 4 \ ` qsx ✓`rb''''��:' / '' 1j11 la \\\' II 1 \ � Sd' ', v. / /•'' // /,/, /r '/ / /,/, 1 / I ' j1I1 1'\I \\\ \ 1\ 1\I\I 1 \ 1I AI I / It IIIII 011 1 1 1 \ \\; '• / /,/ , „ // / /// . //// /,' l/ l,IIJ IIII 1 I'1 / i\���. \\\\ \ \ Ill it 0111I >i.- r ,,....,... \ -c. '/ / /`/ r / //, // / '/ / ' ///// I I I 1 1 111"1111\ \ O �• / / / / ��/ // /// // I I I I I 1 1 I,1 11 1 \ \ 4152// , \ \ \ \ •r r ////'/ ' '/ I I I 1 ° / "..:: r/ 1 I / / / I ( �10 00 / • / / I I I I o \ \ 1 . O 1 1 1 �1 I I 1' +50 00 LL G rn :.. • y0 / / / / / / / / / / / , / I / I � III, I 1 1 If / // , I PR " ♦• v _T-- , / / / /' / / /,/ // // I I I � 1 1 II I \ - / /.�t o p P h M� (o <v ::e. / ✓ / / / i / / / / /, / / i ' / I JOB NO. / / / p 1 I I I / I ^�• M- �y,M ^7..-1 ..�„�� v� „b. :'.�.:: / ,plt�J r / . / . / / . / / -II \ , � I / I I 0 J I I I I I I I I \ -0% �`�l ?I. /. I .,�/ / /G. ..p-: •/_a. 39 '4�4sr - 0�, F.. ::. . .: - � .'gyp \..'*: �'' :i:\.`i.\ �\ \ \�_ __i/ i/ / , '/ p�DOl j // r/�r / / /, �' / ,// ,/, /// /i/ j�//�/ /,// / /��/ / 'i/ /,,//,// , i,//ir / / , /,,/' ,'� � �// /i // // / / // /,r// ,, / 1/0 oIIcI II1II - r f y Il i 40919of Ih to oo/ Io If SHEET N0.1 o of /q////C8 11 o li.�4 \ \ \ \ IN \ \ \ \ 1 \ \ BLOCK 1 BLOCK 3 11� �tI I 1 BLOCK 6 t \\\ \\\' \ ` ` IN IN BLOCK 2 / BLOCK 8 / J8 P-14 H-7 / A \�cp BLOCKz BLOCK 10 J BLOCK 7 i \ \ IN / _ — \ IN \ / / \\yam\ / Os�\��' \ o� \ II --------- ----- — ------ ------------------------- — \ \ _ -- ---------- — — — — — i / - _ / _ —`f = 6B - I ' _ — — _ Soso 1 1 / BLOCK 9 BLOCK 11 I N cL BLOCK 12 I 'i — o _ 1 C /O J-4 _ _ P6 J_ O — r / 1 3 P_5 C— / — % H-4 p 7 _ G I 1 n—� .._. n 1� '' I I I ✓ I 1 7ERNUT BANE — — T _ o 0 0 \ \\ \\\\\ 1 \ ,I ;I 71fRIVEI WHART FUTURE 0 / / / n - l I I RESIDENTIAL Lie o L / U � / G \ v UNITS / / �� \\\ \\\ �\ I �I<�\\ I , / n/-3 J15 �� % l J \\\\ /> O PIPE LEGEND NEW PIPE 13 EXISTING PIPE H-5 J-6 i op BRUCE I STRICKLAND JR. Z Lie. No. 056612 10/22/2020 Ic l �SIONAL� M E O � O N Vi N C > E w °/ E Lu L, 3 o w o w 0 m Q J U m W J—� IA N U W 7 � � 30Nx J�jx < 0 Q = ,;,. Ln_ N = U F Q c L^ O m co N � � M O H M 0 x c� 0 0 w w U Q Z 0 Ln 0 Z 0 a U N Lu 1- 1.2 V- V- 0 W W W W > 0 0 0 0 2 2 2 2 V000 wwww aaaa wwww SSSS wwww Uj oI]��N DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T.S. rw V Q � J � I --I O Q i H W J �' z in w Ow I --I J m J W Q > }O � w z 0 o 2 W oC Lu C) V) O Lf) o c� Lu JOB NO. 40919 SHEET NO. C9.0 0 c a L DESIGN CRITERIA CONCLUSION • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW CURVE IS SHOWN ON THIS SHEET. FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE MODEL LAYOUT. AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF REQUIREMENTS. 120. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING PRESSURES AND FLOWS WILL BE EXACTING. A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE ALL FIRE SCENARIOS. OPERATIONAL AND PERMIT CAPACITY. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD / UNIT DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK 4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK 5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 •• BLOCK 6: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 •• BLOCK 7 ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 • :•• BLORESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: ••• MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• AVERAGE STUDIO APARTMENTS ENTS DEMANDLY 00 GPM 000 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS AVERAGE ••• •• DAILY BREE EWAY UN TSDEMAND S 6.00 GPM 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS • 000AVERAGE DAILY DEMANDS AND = 21.75 GPM 00 DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 • : BLOCK 12: •• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 • •••• TWO BOW FOACnOR = DENTIAL 270 GPD UNITS - 65 UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •••• COMMERCIAL 19 GPM AT J-2 000 IAL KITCHEN = 5,0 0 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS AVE••• •• PAGE CE DAILY 50 SF AND = 6.94 GPM AT J-2 RETAIL S •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS LY DEMAND = 1.74 GPM AT J-2 ••• •• PHA LEAS AVERAGE AND COMMUNITY SPACE 3 200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 60 50 sea sess 40 a d si 30 sea 20 10 0 0 1,000 2,000 3,000 4,000 5,000 6,000 Flow (GPM) HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. Static Pressure: fit P51 Residual Pressure: 59 P51 ` � � Observed Flow: 1,313 GPM � asse Note: Flow test results were provided \ by Albemarle County Service Authority. \ \ \ \ \ -Observed Flow \ - -Projected Flow \ DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be enacting. Projected flow beyond the observed flow is onl an estimation. .. 1301 yg � Legend Qea CSA Hydrant rn N - \ Service, Ownership o g Not In Service, ACSA owned ¢ es Not In Service, Private Ownessa i °�_ ♦ m Service, Private ownership 204 n A ,�� • y° In Service, ACSA Ownetl to �I •O� O Static Residual Hydrant y°° ACSA Fire Line A water Main tiliry type S ' o ao / 12031 1203 Potable Water $ Raw Wamr d o ar > bob N e O � h � � Ili asz m b o'ep9 Flow Hydrant a bwo / to I y - n• e C' % ; 6 'tee f �' IiAosDy MouFibin; PumP.Statlon�� n 1203 � oT 1203 eT m m oNe<oR re mJ a� �2 � s.. COMM 4r ♦� 0 N ' wry pMBRo¢E: >2 him P l I _ o opy b utilities ewn I II pp nd ' ndedheBore porol dra Iy R. p r M h,LLdb aIM1 than my p ry porous Ilan wmom ou r- nln ap ranee amrala, n, 1 imm prewar M p m W pd r lit eed updau nl arro INN¢p n t Pery ills IN Md p INpM w b C Auth6rity rar naV po rateres MI O Nv 1 men I'rR .1 a. an se, us- nor Me Service mzgn mml rat -ol p p ceM t nom pl maele pion. 5 users s Compaso or SA op epe�Rouel Vl uns. Aeeellmaeen mcar N, o too zoo aoo aoo s�w9•� pi Pla,ineNc nala PmreM INCounly Of AlEemxle Feet � � INi FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 4532 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 812 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 872 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 2,000 2,000 2,000 2,000 2,000 1,850 1,731 1,677 1,661 1,639 1,666 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. ISO FIRE FLOW CALCULATIONS NEEDED FIRE FLOW (ROUNDED UNIT TYPE TO THE NEAREST 250 GPM) 4-UNIT 1,000 GPM TOWNHOUSE 5-UNIT 1,250 GPM TOWNHOUSE 4-UNIT CONDO 750 GPM 6-UNIT CONDO 1,250 GPM SFD 1,000 GPM DUPLEX 1,000 GPM PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 PA 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 P-12 165 8 P-13 183 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 AbamuleCoutlty Hydrant Flow Date of Report Service Auth6rity Y 12/20/2019 s'ak""petlM1a --'� Test Report tSeslwElap PoadGwmwa.w Stan IaaalanJatt Location OLD LYNCHBURG RD Date and Time of Test 12/19/2019 10:00:00 AM - Minutes of Flow 2 e Pipe Size (inches) 12 Pressure Hydrant 12032 .. Static Pressure (psi) 62 Residual Pressure (psi) 59 h ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants 1 Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant x1 12030 Pitot Pressure g1 (psi) 62 Yellow 1 0 Test Flow 1 1313 Flow Hydrant k2 Pitot Pressure 112 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant g3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1313 AW WA Q20 Calculation (gpm) (No value In ri In noetesm ullelenl pressure drop for Q3m OR a sole sp,InNl or test,) Comments -�. Hydrants opened all the way. One pump running at Mosby Mountain pump station. For mmmdill oleulalma pilot Raw with a red pollard diffuse,.see se. 13,wz¢a and Lmesmicle lssn]wmal MznaBemem and operatnns Awwa myst ow palard dlnmer;e Gnrn third mderpoe momad enua,ionolthe rNeadles- shot per ureaauie Is used. Estimated Consumption (gal) 2626 ' For use for water audit .Signature of Tester: OF BRUCE W. STRICKLAND JR. Z Lie. No. 056612 t' %�/22/2�20 v O 1 KSIONAL G am O oc t7 N Z f f DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N.T.S. W ' ^ Q J J rm" D / w I � I W J > Q �wz Q O�U J w i lessessest J WJ Q �0 O O �W " _ LL LU I- U7 O � O LU Q L2 � I Z) 0 V • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 Y L L� JOB NO. 40919 SHEET NO. C9.1 SANITARY SEWER HYDRAULIC ANALYSIS Project Number: Project Name: SEWER Designed by: S. HARVEY HARVEY Checked by: B. STRICKLAND CKLANDSOUTHWOOD Date: 22-0ct-20 SOUTHWOOD REDEVELOPMENT MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS 5 Fo r Fo y Std. Manning's "n": 0.014 PIPE RUN See "Predicted Average .0 3 .0 0 Fall Manhole Peak Dia. Slope DESCRIPTION From To Wastewater Flow' Table (This Incr. Total Peak MGD CFS Vel. o n W o �-- n r o o n W Upper (Pipe Lower MH Depth Sheet) Avg Flow Len th 9 (FPS) o a o a o > a (Inv. Out) Run) (Inv. In) Top Factor (in.) (%) 0- o 16 15 BLOCK 12 0.028 0.028 4.0 0.114 114.60 8 1.25% 0.81 1.26 4.1 14% 2.0 2.5 486.37 1.43 484.94 492.72 6.35 15 14 BLOCK 11 0.022 0.051 4.0 0.203 204.80 8 1.75% 0.96 1.49 4.9 21% 2.5 3.4 478.39 3.58 474.81 491.81 13.42 14 13 0.051 4.0 0.203 119.23 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 474.10 3.58 470.52 483.66 9.56 13 12 0.051 4.0 0.203 308.26 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 465.81 9.25 456.56 478.04 12.23 12 11 0.051 4.0 0.203 57.78 8 2.00% 1.03 1.59 5.2 20% 2.4 3.5 455.65 1.16 454.49 464.26 8.61 11 10A BLOCK 9 0.022 0.073 4.0 0.293 226.06 8 2.00% 1.03 1.59 5.2 28% 2.9 3.9 454.05 4.52 449.53 463.22 9.17 10A 10 BLOCK 10 0.022 0.096 4.0 0.383 64.88 8 2.00% 1.03 1.59 5.2 37% 3.4 4.2 442.38 1.30 441.08 456.99 14.6. 10 9A 0.096 4.0 0.383 342.19 8 1.25% 0.81 1.26 4.1 47% 3.9 3.5 440.60 4.28 436.32 456.09 15.49 1/4 FUTURE DEVELOPMENT 9A 9 0.035 0.131 4.0 0.523 146.06 8 2.00% 1.03 1.59 5.2 51% 4.0 4.6 436.12 2.92 433.20 446.28 10.16 & BLOCK 8 43 42 1/2 BLOCK 5 0.010 0.010 4.0 0.038 130.23 8 5.00% 1.63 2.52 8.2 2% 0.8 3.0 451.52 6.51 445.01 457.84 6.32 42 41 0.010 4.0 0.038 223.49 8 4.00% 1.45 2.25 7.3 3% 0.9 2.8 444.59 8.94 435.65 452.76 8.17 41 0.010 4.0 0.038 76.45 8 1.50% 0.89 1.38 4.5 4% 1.1 2.0 435.45 1.15 434.30 444.56 9.11 0.140 4.0 0.561 130.34 8 2.00% 1.03 1.59 5.2 55% 4.2 4.7 433.08 2.61 430.47 442.30 9.22 _ 0.140 4.0 0.561 52.22 8 1.50% 0.89 1.38 4.5 63% 4.6 4.2 429.19 0.78 428.41 438.41 9.22 7 6B BLOCK 3 0.006 0.146 4.0 0.585 126.38 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 428.21 1.58 426.63 437.98 9.77 6B 6A 0.146 4.0 0.585 68.94 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 425.77 0.86 424.91 434.78 9.01 6A 6 1/2 BLOCK 5 0.010 0.156 4.0 0.623 63.02 8 3.00% 1.26 1.95 6.4 50% 4.0 5.6 421.40 1.89 419.51 432.94 11.54 BLOCK 7 & 1/4 FUTURE 34 33A 0.035 0.035 4.0 0.141 180.23 8 2.00% 1.03 1.59 5.2 14° /° 2.0 3.2 452.10 3.60 448.50 462.18 10.08 DEVELOPMENT 33A 33 0.035 4.0 0.141 92.81 8 4.00% 1.45 2.25 7.3 10% 1.7 4.1 448.29 3.71 444.58 454.17 5.88 33 32A 0.035 4.0 0.141 60.36 8 2.00% 1.03 1.59 5.2 14% 2.0 3.2 441.84 1.21 440.63 448.74 6.90 32A 32 0.035 4.0 0.141 170.70 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 440.33 8.54 431.80 447.45 7.12 32 31 0.035 4.0 0.141 88.27 8 1.50% 0.89 1.38 4.5 16% 2.2 2.9 431.59 1.32 430.27 439.75 8.16 31 6 0.035 4.0 0.141 72.57 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 430.07 3.63 426.44 435.01 4.94 6 5 0.191 4.0 0.765 52.51 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 419.31 0.79 418.52 430.63 11.32 5 0.191 4.0 0.765 262.91 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 418.32 3.94 414.38 427.36 9.04 4 3 BLOCK 6 & BLOCK 4 0.004 0.196 4.0 0.782 75.73 8 1.50% 0.89 1.38 4.5 88% 5.8 4.5 414.18 1.14 413.04 422.25 8.07 3 2 0.196 4.0 0.782 174.27 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 412.84 10.46 402.38 419.51 6.67 2 1 0.196 4.0 0.782 47.42 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 402.18 2.85 399.33 408.51 6.33 PROJECTED AVERAGE WASTEWATER FLOW SOUTHWOOD REDEVELOPMENT BLOCK 3 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 22 1 270 5,940 BLOCK 3 TOTAL 5,940 BLOCK 4 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 10 270 2,700 BLOCK 4 TOTAL 2,700 BLOCK 5 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 71 1 270 19,170 BLOCK5TOTAL1 19,170 BLOCK 6 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK 6 TOTAL 1,620 BLOCK 7 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK7TOTAL1 1,620 BLOCK 8 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 5 1 270 1 1,350 BLOCK8TOTAL1 1,350 BLOCK 9-11 TYPE UNITS GPD/UNIT FLOW (GPD) MIDRISE APARTMENTS 69 270 18,630 TYPE UNITS GPD/UNIT FLOW (GPD) TOWNHOMES 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) STUDIO APARTMENTS 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) BREEZEWAY UNITS 1 116 1 270 1 31,320 BLOCK 9-11 TOTAL 1 67,230 'NOTE: BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 BLOCK 12 TYPE UNITS GPD/UNIT FLOW (GPD) 1-BEDROOM UNITS 15 270 4,050 TYPE UNITS GPD/UNIT FLOW (GPD) 2-BEDROOM UNITS 65 270 17,550 TYPE SQUARE FT GPD/SQ FT FLOW (GPD) COMMERCIAL KITCHEN 5,000 1 5,000 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) RETAIL 5,000 250 1,250 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) PHA LEASING AND COMMUNITY 3,200 175 560 BLOCK 12 TOTAL 28,410 FUTURE DEVELOPMENT TYPE 1 UNITS GPD/UNIT FLOW (GPD) FUTURE RESIDENTIAL UNITS 1 500 270 135,000 TOTAL FUTURE DEVELOPMENT1 135,000 NOTE: DUE TO THE PREVAILING TOPOGRAPHY, IT IS ASSUMED THAT 1/2 OF THE FUTURE RESIDENTIAL UNITS WILL BE SERVED BY THE PROPOSED SANITARY SEWER. THE REMAINING 1/2 WILL BE SERVED BY A FUTURE SEWER THAT CONNECTS TO THE EXISTING TRUNK LINE AT A LOCATION FURTHER UPSTREAM. 11 1 1 1 1\ \ \ \ - - - - - - - \ - - - - - - - - - - - - - - - \ 1 1 1 I I I _ ----------r------------------- / ti/ J J °- _-- _- - ___-___-_ OLDLYNCHBUR6 - - - -- - _- ----- ---- -------�9002 R-S-TATE -F6- 7 \ T \\BLOCK o / 0 o / /�. \l i i '// / / /��/ �' -- - ll/III/ // �\ \ BLOC ° / !'!�'/mow/\\\\\\\-1 //IIIIIII / / ; >� - - -_ / , 11 , I I I BLOCK 11 /f I I' ° //j%"�� l ✓ / // lNil _o -\�\--11 I BLOCK 1 I/- /� BLOCK / // \N 16 \ \ / 12 o--_-- _ /\ I \\\ -�/- = \ I 1 _�+_I`--_E° BOK 8 �0 � li0°V o o°II 0 00 � _i 0 J o / \ \ \ \ / k I _ _ _ /_� ^ I T / lE NUT L9N� \'�.° o \ ( ° / ° / / - \ \ \\ \` \\ \ \ �\ \ \ \ -/'� - 1 IO = f SAN IIIf 1 I\ 0 if i 01 I .o ° < � I ^�O- - - _ _ _ o \ ri4 /• 440 - I II \ \ \ \ \ \ I I I I ° / 1 °°-_ -� - - oo� / %� yrj /// " / 1 0 %I /o I °o/ �f // /T" / C I II ) \G /'/ "V \\' \ - -/ /i11- ' °moo / o °/ / /�/ F- / 9 / I / / / / 1 \ �ij�/r/ .f' /\ // /. /, /// � /1 p \\ III ' �/ /_✓'/' /F- ' � �\�\\ �_'iii \\\\ < � \.� � �--- � \ � I 1 �\\ \ \C\Z 10 Ne BLOCK 1 - �ti° 41 \ \ //'/ I II/ Pr \\\�1=- / / / ' IVgH.KIR-yN'DRII{E /oIIII j� I� _ - BL�OCK �3 I) 0 ^ Il \IO�BLOCK5 / Y ( 1 10 A1/'I`ll 1/ , ° I//lIII 'IIII / / -\-- / i'i'� /� / i YrIll / \P 6 r �FUTURE o ° - =�\ ,=_�, ��%%/'/<__ /-i/://✓/�ii/� //i/ / iiice//i�/i/ i///i/'/ce i///"/// i�// '�///�/,�'/ y/ /' 11 �\II �I\`I Y\\\'/\l/ lI 1//-<RESIDENTIAL S oo 1 o UNIT YI II / / o °/iii //// / // ��_i/ /f/�i�/i '��/ii/�/ // \ \\BLOCK 6 ' ' /'/ //'/ B / / / / //i/ // /////// /// i/- _ - -"r //�/// // / / /�j• / /( -� / JI \\Q \\\ l l //// ///i, 33A I Fait OCK 34 �jj ii ii/'i�'�'�i/i/'/ice% '�''/�-/G✓�i% \ ° / _____ i \ o I I \ \ \ Z \ \ \\ \ / / // / I!�///�S, = //ice /�/// /// /%,'` \\\05 /p111 t \ \ `�\ \\ \ \\ \ \ 1 I I I 1 �f (I (/// II//%///' _ i� - / // ♦// % /��'_ �i// 'i/� / / /'ii/ i /'ice /' i /i'' /✓ 'i \ /' / - - _ _ _ / /ll/I i/� //i / r //i/ \�o _ /\ � \ �\\\ \\ \ \\ \ �\ \\ \ �\\ \\\\ � �\ - �' � 1 111/�1/l// ^ \ � �i /i i i/ii//i//i /%����� \ \\\\ ,/i 111 33 �/i/"i!i r \ )o 3 / \ I'P F'/-i=a\\ _ \\ \ \ \\d0 \ \\\ \ \ \ \\�\\���\���`'i'i'i�/////�1' 1 IIII I I I BLOCK 7 \ 11.oY`'�,`-- \ \Q\ � �\\ ,Q-o_0�����f�����_� \ 1\ _ \\\1\�\\\ \�.a�\ �`� ____�-�o�' - _ // /� <\\\\ \\\\\\ \ \\ 4z OF BRUCE N. STRICKLAND JR. _Z Lic. No. 056612 a� o� 200�2�22G w 1SIONAL � N z 0 Im rn DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T. S (W V H�111 > V) r-I U) � J a Q W U F1 > J ^ LU Lr OQ LU Q J cc LU W < _ O W LU 0 O LU L.0 0 O Q O U, 2 D O U) JOB NO. 40919 SHEET NO. C9.2 L • - OTkCS1TE AREA I , — _ \ \ \ \ \ \ uGP�pIRKING LOT LPANDSCAPE_ \-Vn \ \ \ \ AR fFI \ \ _ � �, ��� v v v v v v v vv v vv v� .vv vvvv -� � ,._a __ JO._._.•x._ -ate___+- _._r'.Y _,-.yL_._ �._._ :r- - INS's vl► I`` MEN • _\ �` \ ` \� �� Ii�/ I"'��r0000000 1100'0,0000• P�'YC -"—.___�Q l NOW! ��' -- I • .. �' 0000Ovvc:v , '� ��� :•'v"vvv9Co Ol'O�_9 OAOOENFIVI1 0000000`"OOC� �• d � ®r y���if111�11� �;� .j� \\ . � 1��� /, ���� � �; � I 1 �- �m �� a�� \ 1. �!�\�i�!\�`�����r�\\� r • IN lei ���. ��� 0 � � r �® � �, �� \ • ����� '' ■ � ®�' 7�� Ate• ��// �w`v�;'► i (PS�� ' . �• v� �' —'I �i!'4Yo`ri�"O'OOtaw• � ® A Oca •�6:6ef""a� a�� � 41��:I�� ��� � . � ���1•r .rr ate' �������� j� �����-.��_���=��'_ �_A'Aia��,rll�9A i6® I'S �A R[�.AA_�.���e_������'=_;�����I►�'1� .���.��,.' �;r�`6\\�li�',�1■■■■��r■■6�■■�?!■i�ia■llit��®■■S��iilvi�ilE�i®■■■1�1�1■��i®'�!■■■��Eis�A■®'iVi�1�■i►�11■ii��i���� � IN 111INIIiES1111-11 is TOWNS "011 Q IN `nY IN k or v � 1 � � ��e. ��►�� � ��������� i1� � 1 AAA VII• �I�m�l��� �i� �:,�''� v ► ` / �� I i®A1■�®■_�\■®I �E®■� ■■■■Ii� i I®■■ 1!■1�4:�iR■I�■I l�I ■■■61 ■■ ■■ ■■■■_■/■� ._ \Y 1/1211 � �� , .� ^e^ee`n_ I I' ^ -moo neee^y^�e '� `�F- o/� '�°it®��►��� '�� � • 6'""t9► IP p 1� • ill blow_ WE � INI �-!- p������11� ' �►� ®�� � �' � ® �Sa �' •� ,�.. � �lra�d ;VA � may ��1'.n O �,, . `�� \ e� 11 •• • `EIS •1' �� a` p r� •• s• s• •• •� o, ,. er.� / i . ,/� u ,.IRWIN MORA VA �� Ate'• � I �`t/y• • � � ��1� 0� � �� . 00 • - - • • • • - - - � ��l � � �� � w. � � � �� � �� 1 p�Ii � � �� ���� •� �� � � � � ��� � �� III I •.. -. 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Q< - � •. .. - / !�� psi �� • � � � -. -. ..- 1111 IN (\\\ III /I ----- - - - -__ I \ \ \ / \ I / �x on--�-' T— l�I I /' \I\ Oq 3 pp l I I r��—don T—� -- _ _ _ `\ —29n \ \\ \\ LY� / I ' \ I I \ \ / \ \ ` \ `• /—d`Jn \\\ \\ \ /� \ I II I\1��� /\ \ \\ \ \\ \\ \ \ \ J �• I/ Y I I rl I O I 1 I' - - - - - \ \ \ \ \ \ / / \ / \\ \k�\ _ - \�\ ` \ \ \- V�\ N vi " 1 _ \y\ \ \\` \\ \\\`tf >E // \'I �I / \ \\ \ \ \�• \ \ \Q \\ \\ �\��J+ = of E LU FAT aLLo3 o vs----- / --�' / /I / \ \ \ \\ lj Wo,� BITTERN — _— Lt-- - _ I ,----------- \ \ UT LAN _ —NVS— I `/ ` I \\\ 0°,, a W z Z - ---� —T — / r // �X--`— J / --------- / \ \ �� I I- \t.7 GW ^Iv a O ------ -�Vll=__ - "------ -_—__-----------PLINEY ROA / y \ Z JyQ W / / , >✓ / \I \ \ 3 0 to >< In --- �__�_ —ram— 'L� i r'— _ _ _ _ --- ----- 1 I I I 1 \ oa �W z e _ 1�n _ - ------ — --- —don _ tin �— _� d�— =�r 1 ��= ' 1''1 / / Ln o .� At IJ -\�" / , / I 1 I I , \ \ \ � -�k / l mot/ i l/ ( � � W i O v) OO Ln -,-_------------ / > 0 0 \� _ J / y y \ \ I 't' \ gyp\ \ • ,. \ \ \ \ \ \ \/\ _ _ - " - " - / / / / / > DATE / - 0410612020 — \ —L \\ ! / i - • -n' - > a a / a w n \ \ _, - M _ / / } DRAWN BY COSTANZO \ Q 1 / -. , t • ) .. ` \ - �- 5! a / \' \ \ \ _\ (\ // / _ // / ' / r / RDESIGNED BY : F. SHALLENBERGE 0 • CHECKED BY .\\� � �_- \ \\\\ \\ \ \ \ \ \ \ I I / ,' — — — �� - I / - _- -___ -- -_- --- ---- I... -I. r'v/ 09v ` � �� �-,, � , / • SCALE 1(8) QP am \(\91\�'P`\ \ \ \ \\ \ \ I(9)IQPI / /-__ \Ir /��Cg �� �\� ���� < rl6)U� I6 CPI I I I I 9 Qq 1,` ( ) I I I I I I I ( ) County of Albeeaarle I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ / \ _ _ _ - " ' ' " i / \ \ C (Handtwloo Plan Checklist -To be placed on Laadsca Plans 1 1 I \ \ \ \ \ \ \ \ \ \ \ \ / - - - - - \ - - - - - - - i J - � _ k. PP III-2g1-111-297 for complete e � � w P peU6catbna) 7,he ,))twins Teen ,shall be show .. � `, 's..s' 0 Trer>s It bo roved; �./ Limits of ulcert P trees to ba saved ng (ouLHde dri lien of ): Locedon and tYPo of 1 protective footing; (Tiede changes requiring tree well, or wells; ® 1'rolwsod trenching or tunneling beyond the limit, oFdearin - � � _ 2. I All trees to be saved shall be marked with print or ribbon m a height clearly visible to equipment / / grads Z / / / / ' / / / / EXJSTI NG MIX JJF 0 No grading shell begin until the flee marking be, been inspected end approved by a County s nap. (15),�A / / / , ' /' / / /' / / / / / / /KAR1)WgC�O DS A�1D I/ I / / - _ _ - - _ _ _ - _ - ' " _ - ' " _ - - - 3. Pre ('onstrudion 'onf ..w• Tp / ' - - - - " " - " _ _ _ - - - is Tree preservation and protection measures shall be reviewed with the commelor on site. O ' EVERGREEOS /- REMAIJ� ' / / / _ _ _ P"` P - "- Ooention and ten¢e: Heavy ui men vehicular traffic end stontga of conswction metorials including soil shall not be v'Y eq P t. to he saved. Permitted within the driplines of trees -- - z r _ _ � - - - i Soil h;rosion and Stormwater Detention Ikvic ' W Such devices shall not adverse) affect tray to be saved. , ' ' -EX. OVERHEAD- r LU _ 'UTILITY _ _ - 6. Fes.= / I / / / ' / ' ' / / , / / l l , l / I � _ - - _ ' ' � � ® Fires are not permitted within 100 fret of the dripline of bees to be saved. EXfJVERHEAD , / / / / / , / / / , / / / / / / / / / / , / / / / — ' ' a J , / , / 1 _ _ _ _ _ ' ' / _ _ LU 7. Toxic Materials: ,UTILITY � / / / / , / / / / / / � ' / / , / / / ' , ' / / / ' / , / / � � ' / - ' � � ' ' � Toxic materials shall trot be stored within 100 feet of the dri line of trees to be saved. O Q a / , , LIU & Protective Fe¢cid¢: Z HO -MHO' ® Tres to be retained within 40 feet of a sad building or activity shall be protected fencing- -4-cifJ - —" T / P'roPo 8 88 h' Pr M Q / ' •� %_ _ / - / ' _ ' _ /_ _ - - - - and shall be inspected and roved b a County Inspector for to grading or construction. Uj O / ' I-1 dHp 7 / - i-/, - , \ ® Fetitntg shell be in place Pee ePP Y b' Pc Pr fT g LL 1H0 O'er ' HO , / I O Z don d�kj L � � d`Jfl r i 9. Trte Welb: —< -�_ - _ i When the ground level must be raised within the dripline of a tree to be saved, a cite well shall be provideA and a construction detail w _� 1� `' l \ ° ( 1 \ 1 L \ / \ 1 \ \ \ y \ = = — — /— _� — -y- submitted for approval. z 10. Tree Waft: When the and level must be lowered within Tire dripline a tree to be saved, a tree wall shall be provided; and a construction detailLU submitted for approval. \ , I / c— i� / i / / ' 11, Trenching and Tunndine: T \ 1 \ \ Q \ \ \ \ \ \ \ \ \ \ \ \ \ R R Q AD When trenching is required within the limits of ekwing, it shall be done as far away from the rooks of trees as possible. Tunneling 1 larder a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. Q L LYN 1©1 a BLIP g ® protective fencing shell be the lest items removed diving the final cleanup. — D D trxs shall lx treated Y by P^tt"°B. fertilization or other methods recommended by a tree specialist w 13. DamA[ed Trees: / / ' / ' —i ' / \ ` \ ` \ _ - ' ' / / / amaged lmmediaw] C y o I / / J / / / / = > % ! \ , /' �� ' -I - l \ -f I/' -_ ' / / , THE CONTRACTOR ON TREE CONSERVATION ai TO CONFER WITR tw / / /� / / NOTE: IT 1S THE LOPER S RESPONSIBILITY 'n i I , I I/ / i %i/i j / �/ // c\ \ I �� \—/ D-I / // ,/// /I/I /// / //// / / //// ,' // / /' ,x \ _ -,' , E'%�.BMP/i,' i' — / r n 1 _ �' I' / l I I \I ( — / , / UW1�1ERgf ATUR /\7LJ� as co _-_-_----_"- /' / ' / / ' / -/ _ _ _ �''' / ,' W I nn I I (DATE) 5I1I06 Page 1 of 1 a \ / I — — ' CONTRACT PURCHASER SIGNATURE LA V � \\ '� ` \A(I\0"Z MTN SUBDIVISION I II 1 MOSBY MTN SUBDIVISION �; I _- � JOB NO. 0 \ \ \ \ \ 1 \\ ,''' _ �' N 40919 I I 1 1 \ / 0 20 40 80 w 1 O 1 \\ \ \ , / , / `� � cc SHEET NO. L 1.02 / L II� III I� � IIIIIIII '� ♦� �� � � ••-• VZ�+•-------O.O�e�rv.r.rves_+__...�c000avri.s_cr_'_V�p. �C �.vvvvvvrv.r.r.r.�:Owv,00vvHlO�r�r�r.r.r.r.r.ry ,0��� IIIIII �AM� 110 ME � - � gas All $A v ,�� �- , / � ��®9'n��1C� i� �► � � ■ Dope 000a 1 � - \'! \ � ►,' +��� � `�._� - =1_:� - �`� a ��,� ��►�� (►�� .�� IIIIII � 1 41► ��� WE'REINNER Will ts► .. .► � � �\ PAP ZO ♦ :---— ®®� �all. �� � '� � 1 re P P.•.•r0000:000 11000.0000 - _ ..O.O:ovvc•... �,p� � ® � ;� ♦�� .��V �. or.l: J■ �, li6il��■ ■III,�i9l�,����ieo :aim I_•! �iiiiitlili E ��� „� .� III4 IaItv.{ �'C"''��ill .. r - - li I/' 0 � �� =. = i .® . .�i - �.®. cave � -•- o �� am � N : A� 1it'' , .��® vr• � , ® • 1 E� a 1 �=� i / � 0/'1.�"i�y�Q��AAI�Itl��dA� i�r��./� - . 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PVC � �� � ice' /mi i � / � �e,7� '��� �1 j 7. /� •� ,Go S 11 jig �' t►�% �� ����, rillsWAR •� \•:. �� �/ �� r'/nary%, 0 2 i w'01�•Mil• • >.��:o�� �� � . .: . • : • IRS ,a$`i�c:�A ' � �o�b`0�'°�� ;off • • : � : . - . Awl C \ 9 L PLANT SCHEDULE QTI I SYMBOL IScientific Name Common Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 14 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 5,558 13 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 2,535 3 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 42 15 PA Platanus acerifolia 'Columbia' London Planetree Z'Cal. As Shown B&B Matched specimens 254 3,810 40 QB Quercus bicolor Swamp White Oak Z'Cal. As Shown B&B Matched specimens 299 11,960 27 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,990 15 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,955 SITE TREES 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 4,680 2 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 794 0 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 0 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corpus florida 'Appalachian Mist' Dogwood Z'Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyrocifluo 'Ward' Sweetgum Z'Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS 11 sylvatica Blackgum Z'Cal. As Shown B&B Matched specimens 123 369 18 PA Platanus acerifolio'Bloodgood' London Planetree Z'Cal. As Shown B&B Matched specimens 368 6,624 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 63,857 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 248 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FIG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 36 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 103 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 48 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva 8191 LM Liriope muscari 'Big Blue' 1700 PG Perennial garden 90 Pv-CB Panicum virgatum 'Cape Breeze' 448 Pv-S Panicum virgatum'Shenandoah' 210 JE Juncus effusus 40 RA Rhusaromatica'Gro-Low' 97 is Iris Sibirica 83 AT Amsonia tabernaemontana Orange Daylily 24" O.C. Bulbs Big Blue Lilyturf 1 Qt 12" O.C. 12" O.C. Switchgrass 1 Qt 24" O.C. Cont. Switchgrass 1 Qt 30" O.C. Cont. Soft rush 1 Qt 12" O.C. Cont. Gro-Low Sumac 1 Gal. 36" O.C. Cont. Siberian Iris 1 Qt 18" O.C. Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) e'T/\I-1\I\A/ATrP /�AnP 1-1-I PI ALITIA I1�PI A\1 JCALE : I'' = I U --- --__- --- --- IM s • ' , eX , • .. � � • � �' ee � l��O.000 w ��O_O�OOi®'�®Op- O� _•-��►oO�s�.�s9oso`00 -Sip ��-y�p .�o � gvv0 19vv rN,eseob:O,LO..`.�Or0000`Opd:O�000�.0.0�O;00e�144.0609�00 0WO � �� s O O O'd'dww'O'0 0�`OrOfO'OA00�000'•, 0 9000.00� s���►voo•�--�_ _ _ ��- ,� . O.Op000wOe4sO�...irvvvv FF oo-000v Q , / / � • , ` �,�p may, �;��' / / / d\rMs���V`r►r1•���1 �si._r �r..c„•►�,-rrr�A►G.a►„on.:J'OfFlr�.-.-' 1 ���t9•r..:�r'�rC�iY _I�"'J.�i��il�■■�9- elf �-` :ii=��w;�1�-`w 1 - . IIG -�- ��� 1� • F>�!i'� e • 1\.Y'•Y 1RI �q fflUfflou • L1.04 / SCALE: 1" = 20' a D 4 Z w O a � � o U Ln (n w U 0 Z of 0 (n W i L 2 O Q 2 2 � gZ-) a� �a �o Ln i� DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY 1SCALE AS SHOW O 1--I LU J � J Z~ i O U-) LU z G > 0.Lu- -i 7� QZ Q 0�� W a W a > o �Q LU 0 U C 0 0 v C Qy 0 V � N � N 4-1 9 v Q) _ L � Q) � 0 N w V , t � V i s+ ro (U i» JOB NO. w 40919 5-- w SHEET NO. L1.04 L- O r I � b.D b m b.o b.o b.o b.o b.D b.o b.o b o D . I o b.a L '0.0I �' b.a b.o b.o b.o b.0 b.o %.a b.o 'DID i0 1.0 o .e b.o F-0-0 . I x b.l I. b.1 b .o .e b.a b.o b.a b.D b.a b.a b.a a.o `Uo 0 o b. .1 .2 b b 1 x b.o b.a b.o b.o b.o b.a b.o b.a a.o b 0 f 6 - N b.o b. b.o s f' • ♦♦; N %.a b.c P n' 11 II 0 '4.5 3. n I'! 11 r4i� `` i. II ■ ...■■ .o 0 I. r, L.a .0 0 4 b.a a m L7 %.D b.D .a b.a .a p'. ,0� II II a o P .a 11 II b.D j n n .a b.m %.0 %.a %.a %.a b.D 0.�. n P - .0 b.0 b.0 -0.0 b.a -0.0 4 N n n b.0 P- ' .a. -%.Q -1.0 - 1. n b.Da.-. .. m a - _ - n ' .0" .0 b.0 b.O .a b.9 II 1 e b.a a.1 ��' . .o b.D b.o b.o b.o 1y.a 1 .m b.m b.o b.a b.a b$o a 11 n n 4 II I b.o 11' .o b.o b.o b.0 a b ♦ q Y■■ b.a 1.0 m b.o b.o a. a r .m r '0.0 b.o b.a 1.0 b. 27 .a .a 3.. a. b.o b.0 .o b.a a.D 'o. .m b b _ -= 'a.a 'b.o a.a b a.6(j/fff/i b.0 1.0 b.0 C- '0.0 b.0 'a.0 •'I b.0 b.0 a.. b.0 b.0 a.c '4. 10.0 .o a. 11.0 o .0 I ffi.o .a b.o ,.,.� '-.a b.o b.a .o b. b.o b o C..: •.-- ♦ /\ b.o b.o b.o b.o .o 'c..- b.0 a.Ar�➢ o.: 9 r e e e e e ee e` e e� i 1 J J .4 .4 .4 a .. a.o b.a a.o b.a b.a a.o b.o 'a.o a.a a a b.s t.l b.a b.I, b.o b.o 'm b.a b.a b.o b.o b m 1 b1 b b b b Luednaare Schedule Syehall--I Qty Lapel Arrsaent ge■ LLF Lam. Lunen [RARGFACI Deecriptflan i-. 1 2 V4-HS SINGLE 1.000 13320 U.S. AACHITECPDRAt LIGHTING VLF-PLFD-LV-PT-90LEE-52S�L-M4-BS El4 MW3 SINGLE 1.000 5073 D.S. ARCBSTECTURA.L LIGHTING RI■-1041-PLED-III-N-20LED-70DIA-MM El2 WH4 SINGLE i1.D00 4942 R.S. ARCHITECTURAL LIGWFMG RBR-MM-PLED-IV-Ft-20LED-70OM-NM Calculation Rua■ary Label CaloTe yp Deity An MaN Kin Avg/Kin Max/Kin East Property Line Illiainsnoe Po a.L7 D.5 0.0 R.A. K.A. North Property Line Ill®aivanaa Po G.L7 DA 0.0 K.A. K.A. Parkiag Lot 1 I11goarenSe Po 2.D4 4.2 1.0 2.04 4.2D Parking Lot 2 1® I11inance Po 1.95 3.7 1.0 2.95 3.7D ,1 ba b ,2 i, , .D .0 ,m 0.0 ,0 O.a O.D .D .0 B 0 Prepared by; LIGHTING VIRGINIA CENTRAL 1.6 1.7 bl. b.D b.0 b.0 10.0 b.0 b.a b.D b.c a.0 b +0OG-2 Scuthlake Blvd. 4 D Richmond, VA 23236 Ted; 504-379-7771 vl 02.0 bn b.I b.I b.a b.0 b.0 b.0 %.a b.a b.o 'a sse'Ia♦hkaDg„rr9�AxA.nor4 0 / \9 D ® ME = 4lcecting height i6 FEET -^r.-s= 3 10.2 1b.3 b.I 'b.o b.o a.a a.a IS.a b.o a o tee= F0, 1. NO ALTERATIONS OR MODIFITSITIONS SMALL EIS MADE TO MIS FIRE NITHOUT ME PERMISSION OF SIGHTING VIRGINIA J-r I 1.9 ® ` ` P;4 b.I b.1 a.1 b.a 'b.o b.a b.a b.o 'b.o b 0 CENTRAL, BLAME PARNSLL, ILC. L Park9ee R.ot : ♦ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MAEUFACTURHR AND CATALOG NUMBERS LISTED IN ♦ THE LUMTNAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS MGM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 1 1.1 1.1 -Z.1 ♦� j ... b.2 b.l b,l b.a b.a a.0 b.0 b.0 a.0 b 0 RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AID ARCHITECT APPROVAL. REVIEW COSTS, RENOREED .. ♦ PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF III REPORTS WILL SOLELY BE THE RESPONSIBILITY ♦f+., OF ANY CONTRACTING TIM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE 1.2 1.2 -Ar.3� 5 b.I b.i a.o b.o b.a b.a b.o b.o b.o b o GaaxsaxeTxoNAL DmDBH. ■ 3. SITS DSTAILS PROVIDED MERION ARE REPRODUCED ONLY AS A VISUALI➢ATION AID. FIELD DEVIATIONS MAT SIGNIFICANTLY . ■ b,Il b.0 b.0 b.0 b.0 b.D lb b.0 b.0 b AFFECT PREDICTED PERPORMANCS. PRICKS TO INSTAILATIOR, CRITICAL SITE INFORMATION IMLS LOCATIONS, DRIENTATION, .3 .9 -■.- 0 MMTM HEIGHT, ETC I SHOULD BE COORDINATED WITH THE CDHTRACTOR AND/01 SPECIFIER RESPONSIBLE FOR THE ■ PROJECT. r .S .S �� ': I 'r '. a.l b.m b.0 0.0 b.a b.a b.0 b.0 b.0 a 0 4. LOMINAIIHB bATA IB TEBTBb TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AM ffiUPPL1Bb BY OTME118 TO / LIGHTING VIRGINIA. OPERATING VOLTAGE ABU NORMAL MANUFACTURING TOLERANCES OP LAMS, BALLAST, AND LWIINAIRB ■ MAY AFIECT FIELD RESULTS. b.1 b.a b.o b.a b.o a.a b.D 'a.0 b.0 b 0 - 1 -' ■ S. COIFOFammcz To FACILITY CODS AID OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AID/OR TWA CasI6R'E REPRESENTATIVE. a.a b.a b.o b.o b.o b.a b.a 'a.a a.o a D - /- 6. CREEK SCALE. MINTED OR PIGGING MGM ELECTRONIC FILES MAY AT OTHER THAN THE r RGRAPHIC VOCCURERIFY C SEMS11TE ➢6AIRE➢ OR AE9aN6➢ GRAPHIC SCALES. IT LS TEB RESPONSIBILITY Of VRS RECIPIENT TO VERIFY THAT THE PAINTED OR PLOTTED-T SCALE SHARING IS PRINTED TO SCALE. - b.o b.a a.0 b.c b.0 b.a b.a b.o a.o b D ■ 7. EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MOST BE FULL CUTOFF. 'U I.y a.o b.m b.m 'b.o'b.ob.a b.D b.o 'b.ob o ®o '0 L b.o b.a b.m b.a %.a b.a %.a a.o b.o b o ®D b 'b.a b.0 b.0 b.a b.0 b.a b.a b.o b.o b o a 1.0 .® 0.0 b .0 b,o 0.0 a.0 0.0 a.0 0.a Q.D 1.9 1.0b 0 b ®D b.o b.a b.o b.a b.o a.a b.D b.o b.o b o 1. .a b.D b.o a.a b.m b. b D ®D b.o b.a b.0 b.a b.o 1.0 b.a %.a b.o b a .D H.0 ..c.a .a *0a �o b.o b.m b.m b.n b.a b.o b.a b.a b.o 'ao 1.0 b a bWoo b.o o.o a.o b.a b.o b.a b.o b.o a.o b o 1. a a ®o a.a b.a a.o a.a a.a a.o a.a a.o 'b.o 0 o b D IOD a.o b.o b.o a.a b.a a.o b.o b.o b.o b o 7 1.2 b.0 b.o b.o b.a b.0 b.a a.D b.o b.o b o b32 b.1 b.I 1I.1 .1.1 11.1 a.a a.o a.a b.D b o 'x. 1.1 1.9 1.a 'b93 b.I b.o b.o '@.a b.0 b.a b.a b.a b.o b o 2 1.5 '0 3 10.1 b.m b.o a.o b.o b.a b.a b.a a.o a o 1.7 1.6 .2 .9 .E 1.6 11.^. r'�2 b.0 b.o b.m III .a b.a b.a b.a b.6 'b.o b D 1.9 1.7 1.7 1.a 10S2 10.1 b.a b.o b.o b.a b.o b.a b.0 b.0 b o 2 ,1 '2.0 1.9 3,1 - a.I b.I b.i b.o 'm b.a b.a b.a 'a.o b.o b o Parking Lot 2 .5 b 2 '2.0 12.1 %.1 Ib3.2 10.1 b.x b.o b.o b.o a.a b.a b.o b.o b 0 ,x 'I. '2.0 1.3 *2.a '.. to a b.2 14.1 1b.1 a.0 'b.o a.0 b.0 b.0 a.0 b 0 .7 .4 12.0 1.3 14 i 9-RR 11425 b.2 b.l b.I b.a b.a a.a b.o b.o b.o b o .5 1.1 1.0 1.1 la 3 10.1 10.1 10.1 b.c b.o b.a b.a b.o 'b.o b o .7 12 1 1.9 1.9 12.2 '. a2l b.I b.l b.o b.a b.o b.a b.a b.a a.o b o ;•1 . 1.5 1.6 1.4 '1' x.1 b.a b.a b.o b.o b.a b.I b.a b.o 'b.o b o C-17 1:I 'a.a 'a.a 'b.o I _ 1-.1 a.o a.o a.a b.a a.o b.a a o a b.o b.o b.o 'm b.o a.a b.o b.o b.o b o a.3 a.2 B 'a.a b.o b.o m b.a b.a b.D b.o b.o b o .1 '0 .x b.l I b D b.0 b.m a.a b.D b.a a.o b.o b.o b.o b o .2 b.l b.1 b tea b.a b.o b.o b.m b.o b.a b.D b.0 'b.o b o 1.0 a.a .a .0 OIDD,Q. 'a.0 10.0 a.a b.m 10.0 10.0 10.0 b.o 00 .m 'b.o b.o �b�a a.® b.o b.o b.a b.a b.o a.I b o 1.0 .a b. .O b.a b.a b.0 b.a" b.o b.o 10.0 b.0 b.D b.a 'b.o b o �' b b.o b.o b.0 '0.0 b.o b.0 b.o ,o b.a b.a b.0 b.a b.0 1.0 b 0 I.o b.o b.o b.o b.D b.o b.D b.o b.m m b.a 'b.o b.o b.D b.o b.o b o r NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. SCALE 1"=30' 0 30' 60' I. P�AMs LIGHTING VIRGINIA 9 I. NEw TH CLINT W. S F LET 1 LICK. N . 543t0 0/26/2020 \` 1rsy0;1AL �C;w•'1 M E CD � o N � N C > E w a E i Q LL o 3 p LL wO `mom IYSU LM C-J U 00 J - Ixj M (7W NV W 30 �X V) LL p Q = v U-) X N N =v>U) IT 0 N DI C- M C- US00 H- z O a U U 1n LU 0 � O 1u 1u U U UU d d W W DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V J I- W Z ��a ^ LL J m waw O O W z Q0 C = W" ^^ LL 0 0 0 T� i I- 0 U) JOB NO. 40919 SHEET NO. E 1.00 L Date: May 28, 2020 Page 1/1 P°A"'s Transmittal LIGHTING VIRGINIA Lighting Virginia -Central gRNEVV 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V4-HS US Architectural VLL-PLED-IV-FT-80LED-525MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-N-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-Di FF00009 Liqhtinq Virqinia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 Submitted by Lighting Virginia -Central lCataloa Number: VLL-PLED-IV-FT-80LED-525MA-NW- Type: pDAM4. Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED V4rHS Architect: TIMMONS Notes: gVIRGINIA RRNE LV - CENTRAL20-30857 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS -L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ -40°F 43 120 0.36 Module-35OmA 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED®Optical 8,059- 7,656- 8,462- 85,000+ -40°F 65 120 0.54 Module-525mA 9,246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PLED Optical 10,240- 9,728- 10.752- 85,000+ -40°F 87 120 0.73 Module -7001 11.749 11,162 12,337 277 0.31 347 0.25 40 LED 4 PLED ti I 13,642 - 12,960 - 0 O ca P 14.324 -85 000+ -40°F 128 1.07 Module -1O50mA 15,652 74,870 16.435 277 277 0.qb 347 0.37 80 LED 80 Pi Optical 10,824- 10,283- 11,365- 85,000+ 410°F 86 120 0.72 Module -3601 12.419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED" OP tical 15 587 - 14 808 - 16 366 - 85 000+ -41WF 130 120 1.08 Module-525mA 17,884 16,990 18,778 277 0.7 347 0.37 80 LED 80 PLEDOptical 19,767- l8i 20,755- 85.000+ -40°F 174 120 1.45 Module-700mA 22,680 21,546 23,814 277 0.63 347 0.50 80 LED 80 PLED Optical 26,255- 24,942- 27,568- 85,000+ -101 257 120 2.14 Module -101 30,124 28,618 31,630 277 0.93 347 0.74 Ni 1. Mac InputAmps Is the highest of darting, operating, or open circuit currents 2. Lumen values for LED Modules wry according to the disMbWion type 3. System Walls includes the source walls and all driver canponenre. 4. Fuse value should be sufficient to protect all wiring components. Far electronic drMsr and LED component protection, use 1 DKV -20KV surge suppressors. S. V0(9K) -TM-21 6. rule applled WARNING: All fixtures must be installed in accardarim with local codes or the National Electrical Code. Failure ta do so may, result in serious personal injury. » U.S. ARCHITECTURAL U.S. Architectural Lighting aces.(aa0s+2aR1 w.w.vrda.�aa �® rDAM4, Job Name: VLL-PLED-IV-FT-80LED-525MA-NW- L.E LIGHTING Southwood Subdivision 1-XX-HS-PLED Vili VIRGINIA Architect: TIMMONS Notes: R'4RNEV3' LV - CENTRAL20-30857 NFOJECT XASE: SOLID STATE AREA LIGHTING PE_ VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICALHOUSING Heavy cast low coppper aluminum (A366 allay: <0.2% copper) assembly with Inttaappml cooling fins. The Optical %w, mountlny surfaceb no WdBat (surfacevariance<: .003' over 12') to KKilifale Merma( transfer of heat to housing ontl cooling fins. Solid be wall separates ootical and eiecirb.1 compartments. The optical and sism l compartments are in:Tneed to chicle one assembly. Minimum wall thickness is.l BB'. ELECTRICAL HOUSING w/ INTEGRATEDARM Heavy cast low copper pluminum (A356 allay: <0.2% copper) assembly Nph integral cooling rlba surrounding the electrical compartment and a flat surface on the fap of fine arm to accommroataopphto taell receptacle.solld barrier wall sepaaand electrical compartments.The optical comportment and electrical compadment with the Iniegratetl support arm combine to createoneauemGy. Minimum wall hlcknessls.l BB'.Cast and hingGed driver assembly cover is Integrated Mth wlring comparlmsntcover. PIED OPrICS Emttters REED'S) chi arrayed on a metal core PCB panel with eachh emlfm located on a copper thermal transfer - VLL PLED pad and chat by On LED retie Cfor. LED opt C3 compleiely seal each Individual emitter to meet an IP66 MIFMPFNDINa rating no"metric distributions, a microrefiector inside Me refihm,. re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acryrylic. Each LED refractor is sealed W Me PCB owe, an emMer and all refractors are retained by an aluminum oeyess frame. Any one Ponel, a group of Ponels In a luminalhi. have Me same optical PaBem. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in Po° Increments. LED DRIVER(S) fficol Constant current electronic with a power factor of >.90 and a minimum operatinrgq bmpemture of 40°F/40°C. Drtvar(a) la/are UL and cUL recognized and mounted tll,9ofty O901natthe EIBnt,IOal Housing ta faollltafethennal hansfar, held down by unlvenal clamps to tacllHafe easy o'o°re nmm'.o removal. In4lne terminal blacks focHRI Wring between the driver and optical aroys. Drivers accept m input Of T 120-D7V. 50/60Hz or 34]V-48OV 50.6OHz. (0 - lOV e dimmable driwsr is standard. Driver has a minimum of SIM Internal surge protection. Luminaire supplied with 20" surge promotarfor field accessible installation) LED EMITTERS High o ut LED's are utilized with drive currents ranging from 35 mA to 1050mA. 70CRI Minimum. LED's are OWllable In standard Neutral White (4000 or a llOn01 Cool White ((5aa0K) or Warm White (300 K). Consult Factoryforothor UE options. FINISH Electrostatically applied TGIC Polyester Powder Coot on misetrale prepares with 20 PSI power wash at 140°F. Four step media blast and Iran phosphate pretreatment far protection and paint adhesion. 100°F bake far maximum hardness and durability. c©IN WR:L4F 2019214 O.S. Architectural Lightingm�i•.°®�r.Yi © U.S.ARCHITECTURAL Ant 3. 2020 1/3 Index Pane submitted bv Lighting Vir inia-Central Catalog Number: type: pDAM4. Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: 4RNE� 1 11 - IIHTcel vn_anncT SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <L .003") to facilitate thermal Transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembli minimum wall Thickness is .188'. ELECTRICAL HOUSING Heavycast low copper aluminum A356 alloy; <0.2%copper) PP Fixture assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on the Top edge of the Mounting Plate and stainless steel recessed socket head screws Tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper Thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which redirects the house Side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to The PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have The some optical pattern. LED refractors produce Type 11, III, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 9W increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40°F/40°C. Driver(s) is/are UL and OIL recognized and mounted directly against The Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6011z or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA To 105omA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight output in The blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140•F Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400'F bake for maximum hardness and durability. PROJECT NAME: PROJECT TYPE: FIXTURE A B C RZR-WM 1 PATENT PENDING FIXTURE A B C RZRWR 18• /2• 8• H A-) Poem awl RZRW2-EM 1 6 116" alero RZR-W M 2 PATENT PENDING �irrrr A B C V 1 FIXTURE A B C RZRW9 6mrm1 123-•1 t12mt I1 RZRW3-EM Iw«•U aa•rml nanmU RZR-WM3 11 PATENT PENDING C ll UB MADE IN THE go LiIS& 2019093 °'° °"• "°es' © U.S. Architectural Lighting Phaw<mn z3s4aao �r(a4n z3saal U.S. ARCHITECTURAL www.,,adro.�am � Submitted by Lighting Vir inia-Central Catalog Number: VLL-PLED-W-FT-80LED-525MA-NW- Type: Job Name: pDAM4, LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-H$ VIRGINIA Architect: TIMMONS Notes: R4RNEV LV - CENTRAL20-30857 VALULUME SERIES - PLED 01 POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES 5.25" (387mm) R D T e- • - C, l. 2-(51mr) 'e tee- -' ¢ i 25" L(saslm) oU•i •Oii WIREWAY noili 80 LED Array .36CT4'r DLA. Mn) pe7mm) \I 1 VLL PLED EXTRUDEDALUMINUMARM AND CAST E.P.A.=0.77 ,406-DIA (ift ALUMINUMWALL BRACKETASSEMBLY Available in: (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80&40 LED Array ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Walls Equivalent -r 360mA 45 70-100 T 525mA 40 66 100-150 r SG. + ss• 700mA 91 175 077 04anm) 1050ri 142 200-250 i 351 92 150-175 60'DIA. BO 525mA 136 200-250 HOLES 7D0mA 184 400 1050m k 266 450 -:.7orda AS: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1/RAL9005 PLED" DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE ii PLED -II .,..... ❑BOIED ❑ 1050mA ❑ NW (4000K)' STANDARD ❑ 1 ............ �• ❑ BLACK RAL-0WST ❑ HIGH -LOW DIMMING FOR HARDWRED OR ❑40LED ❑ 700MA ❑ CW (5000K) ❑ 2-180...... NONINTEGRATED MOTION ❑ TYPE II FROM ROW ® H SENSOR............ HLSW PLED-II-FR..... El C]❑ WW(3000K) RAL-9003-T ❑ INTERNAL ❑ TYPE II MEDIAN ❑ 2-90... ..% HOUSE SIDE SHIELD. HSPIED ILLUMINATOR 0350MA olxwlEomlaa PLED-IIi.. aILABLE El GREY El PHOTO CELL+ VOLTAGE ACIaliy CONSU❑ 8120.. ... RAL-7004-T (EXAMPLE', PC120V). M+V 1-1 TYPE III MED. r�(8�1BItt ❑ PLED -III M .. ..IJ TWIST LOCK VOLTAGE ■■ ❑ DARK El RECEPTACLE ONLY TPR El TYPE III WIDE ® 3-90 W BRONZE El7.PIN TWIST LOCK PLED -III W ❑120 RAL-8019-T RECEPTACLE ONLY... TPR7 ❑ TYPE IV ® ❑208 PLEASE � 4AD"""' me ❑ SINGLE FUSE PLED4V ...... ❑ TYPE IV SPECIFY � 240 ■ ❑ GREEN RAL-6005-T ❑ UNIVERSAL POLE (120V, 277V. 347V).. SF ❑ DOUBLE FUSE PLED4V-FT .... ADAPTOR. DF ❑277 UPA PLEASE (208124014801 ❑ TYPE VNARROW ❑347 SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSG-N .,.X WALL MOUNT (PROGRAMMED 50/100) ❑1YED-V-SPE V . O ❑480 ❑ WM ........ �1 �1 ., ., MS-F211 PLED-VBG-M .. col �mo� ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PLED-VSG-W .. 0 MSFC10 U.S. ARCHITECTURAL U.S. Architectural Lighting m Aotttico 2Dm �rc4ao zssam _® Submitted On: Apr 3, 2020 2/3 Index Page bmitted by Lighting Virginia -Central Catalog Number: type: tDAMy Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: gRNE LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4" Surface Conduflt Is I rEMBack Box Is2-deeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYOND THE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPUCATION&THERE BTO BE AN SOLS02AND S030PTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EN -LED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20,40, or 60)TO MEET THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - WMl-45%®350MA WM2 =96%®950MA WM3 =24%® 350MA •MULTIPLYTHE %ABOVE BYTHE LUMEN OUTPUT g 350MA WALL MOUNTING Mounting Bracket Wan Hole MWMao towall Bet screw, Set Screw tack �`/OEdor Example: RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES 0 o 60 LED Module RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module o ¢000® 0 40LEDModule RZR-WM2-LED E.P.A.=.47 Avallabl40 LED Module 40 LED Module a o® o 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in, 20LED Module MAX INPUT WATTAGE •OF DRIVE CURRENT LED's 35OmA 525mA 700mA 1050mA w 68W 99W 131W 198W 40 46W 66W 87W 134W 20 23W 33W 44W 66W 8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DisTRevrioN TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH{OW DIMMING FOR TEMP -CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WM1 [I TYPE II PLED41 ® RZR-wM1 ❑ 20LED ❑ 350MA ❑ NW (40DDIQ° •STANDAID ❑ 120 [1 BLACK RAIL-90054 [I HOUSE SIDE SHIELDING .................... HSIPL1D ....... ❑ 525mA El 208 CELL+VOLTAGE ❑ TYPE II FRONT ROW ❑ CW (SODOIQ ❑ 240 ❑ WHITE (PHOTO ( EXAMPLE: PC120V) ... PC+V PLED41-FR..... ® ❑ 700mA' El wily (3000K) 11277 RAL-9003-T ❑ SINGLE FUSE ElR-W RZM2 ❑ TYPE IT ® MWM2 ❑ 105omA' 347 El[1. GREY (120V & 277V) ...... SF ❑ PLED-111 ....... ❑40LED CONSULT FACTORY wRolxwuocowRs El 480 RAL-7004-T DOUBLE FUSE (208V&24M...... . DF ❑ TYPE IT WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED4I1-W.... SELECT RA48019-T (PROGRAMMED 50/100) AMBER' MSE211 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE El ❑REMOTE MOTION SENSOR ❑ RZIR-WM3 PLED4v....... ® RZFEWM3 CONVERTED RAL-6005-T CONFIGURATOR AMBER ..................... MSfC10 ❑ TYPE IVfr ❑60LED POA FORS4ODTH RNBH ❑ EMERGENCY BACKUP LENT! PLED-IV"FT.... ® ❑TRUE AMBER' REPIACESURa'T' Whi SUFFX17 ❑ EMERGENCY BACKUP TRIAL OxAMHE') (HOUSING ONLY) ... . EMHI ❑ EMERGENCY BACKUP 2..EM2 Mol'• SELECT WlfhaMX3Trafl115E'MIXTM FINISH ❑ EMERGENCY BACKUP 3.11103 2xkMwv6Woe2aEMxAWxooERMEe ❑ SURFACE CONDUIT I... SCI CGTEWNAIFM sAvauBLE lxssD,Ass2elADRrn; rote` �T oc1� ❑ SURFACE CONDUIT 2., SC2 WMEN15 aiLY ❑ SURFACE CONDUIT 3. SC3 U.S. Architectural Lighting U.S. ARCHITECTURAL Pmrw(ml)2sszaao ins (mD233R(dl T CLINT W. S M29F LET P Lic. N • 54380 10/26/2020 M E O On O N N N > E W N E Q LL O 3 LL 0 K uLU O L M Q j U m W J -Uri of ; O a W O N LD v Z 1 2Mt 3: O X LY n IaL Q 7 (n = v N = U > Q . C Ch O N W 7 N M a� W J H N Z 0 f f AL Z O a U (n W 7 _0 W W LU Of o0 C) C) U U W W W W K K DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT- SCALE N.A. W Q J EJJ 11 I I- zrn Y.P / I- w a LLJ ^� > TW L.L LD 2 Of '^ c� VJ O G I- J m D W a U > ILL o 0 Z Wz 0 0 2 LU C� J 0 O O T� i I- Z) o V / 1OB NO. 40919 SHEET NO. E2.00 Submitted On: L Index Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-III-W-20LED- Type: pOAAi Job Name: LIGHTING Southwood Subdivision 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: R"4RNE��' LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL INITIAL LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCI. 4000K 3000K 5000K THAN (III II TEMP. WATTS VOLTS INPUT AMPS 20 LED 20 PLED'Opfical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module -35OmA Z993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 3.897- 3,702- 4,092- 60000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 PLED'Opfical 4,942- 4,695- 51189- 60,OD0+ -20°F 44 120 0.37 Module -70OmA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 6,564- 6,236- 61 60.000E -20°F 65 120 0.55 Module-1050mA 7.260 6.897 7,623 277 0.24 347 0.19 40 LED 40 PLED Opfical 5,585- 5,206- 5,864- 60,000+ -201 43 120 0.36 Motlule-350mA 6,178 5.869 6.487 277 0.16 347 0.13 40 LED 40 PLED' Optical 8,059- 7,656- 8,462- Still -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED•Opfical 10,240- 9,728- 101 60,000+ -20°F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 1Z690- 14,324- 60,000+ -20°F 129 120 1.08 Module -10501 16,089 14,335 15,843 277 0,47 347 0.38 60 LED 60 PLED'Opfical 111 7,712- 8,524- 60,000+ -20°F 65 120 0.55 Module -350mll 8,979 81530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12.275- 60.000+ -201 98 120 0.82 Module -525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 151 Boll -20-F 131 120 1.09 Module -700mA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 201 60.ODO+ -20°F 193 120 1.61 Module - 1050ni 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: I. Max Input Amps is the highest of starting, operatings or open dmuW currents 2. Wmen wlues for LED Modules wry according to the distribution type 3. System Watts includes the source walls and all driver components. 4. Fuse wlue should be sufficient to prefect all wiring components. B. 1.701 OK)-TIN421 6x mle applied V 01 OK) - Calculated = 244,000 0 701 =l0200o61o5amA WARNING: All fxonxies must be installed in copordol wtih local codes or the NaAand Electrical Code. Failure to do so may muff in serious personal injury. U.S. ARCHITECTURAL U.S. Architectural Lighting M�wemn 2ssmoD ra. c4+o a%mD� vnxw.amlR.mm © EEE� Submitted On: Apr 3, 2020 3/3 Index Page pDA00 LIGHTING VIRGINIA i Subdivision TIMMONS SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") To facilitate Thermal transfer of heat to housing and cooling fins, The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is .188". ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly. Minimum wall Thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on The top edge of The Mounting Plate and stainless steel recessed socket head screws tighten The Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside The refractor which re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce Type 11, III, and Type IV slte/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 900 increments. LED DRIVERS) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40"F/AO*C. Driver(s) is/are UL and cUL recognized and mounted directly against The Electrical Housing to facilitate thermal Transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120150/601 or 347VA80V, 50,601 (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 1050ri 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar To UPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material That emits light in the amber spectral bandwidth only without The use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401 Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability. LAd LdIVY rvunlLI RZR-W M 1-PLED-IV-FT-20LED- PROJECT NAME: PROJECT TYPE: c �L us LISTED WM4 LV - FIXTURE A B C RZRW1 8.75" I 12" m,-,.., 6" RZRWI-EM 11" 14" 66" RZR-W M 1 A T C PATENT PENDING FIXTURE A B C R2RW2 IS" E 12• Ixi B" n.-I RZRW2-EM 18" 14- 6.5" I+D•=N .I USI RZR-WM2 PATENT PENDING FIXTURE A B C RZRW3 I.. mw-I lati,.y msx.ml RZRW3-EM e23"D Isuml ,re�w RZR-WM3 PATENT PENDING MADEINTHE L1111I 2019093 U.S. ARCHITECTURAL U.S. Architectural Lighting BM AEUDL2Rs2wo R.wlron gas-2Bm _® xviy. Iromm Paqe Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-IV-FT-20LED- Type: FOAM Job Name: LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: a '1RNe- LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMPS 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module -35OmA 2,993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED®Optical 3.897- 3.702- 4,092- 60,000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 PLED* Optical 4,942- 4,695- 51189- 60,000+ -20°F 44 120 0.37 Module -700mA 51 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 61 6,236- 6,892- 60,000+ -20°F 65 12U 0.55 Module -1050mA 7.260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 51 5,206- 5,864- 60,000+ -201 43 120 0.36 Module -3501 6,178 51869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Optical 8.059- 7,656- El - 60,000. -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 024 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 10,752- 60000+ -20°F 87 120 0.73 Module -700rl 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 12.690- 14,324- 601000+ -20V 129 120 1.08 Module -105OmA 15,089 14,335 15,843 277 0.47 347 0.38 60 LED 60 PLED'Opnoal 8,118- 7,712- 111 60,000+ -201 65 120 0.55 Module -350ri 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12,275- 60,000+ -20°F 98 120 0.82 Module -525mA 12,930 12.284 13.577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60.000+ -20°F 131 120 1.09 Module -700rl 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 20,676- 60,000+ -20"F 193 120 1.61 Module -IMORI 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps is the highest of starting, operating, or open clrcult currents 2. Lumen wlues for LED Modules wry oavrdirg to Me disfibWian type 3. System Watts includes the sounplawa8s and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. VO(1OK)-T1N+216xruleapplied VO(1 OK) - CQIcuklled = 2A4,ODO a 70OmA =102,000010501 WARNING: All flxlumu must be Installed In accordance with Goal codes or the National Bechfool Code. Failure to do so may resuB In serious personal Injury. G9ss' U.S.ARCHITECTURAL U.S. Architectural Lighting m,w,• ImD 23s2on � www.UMm, °m RAAn ssa2aT © �® Submitted by Lighting Virginia -Central Catalog Number: Type: p0AM, Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: 4RhrE-� LV - CENTFZAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency f Back Box (Ell 3/4" Surface Conduit (SC) r EM Back Box 112'49si Man standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEVONDTHE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE ISM BEAN SCI.SC2,AND SM OFIMN FORTHE DIFFERING HOUSING SIZES.SC SHIPS WITHTHREADED CONDUIT PLUGS. THE EMAED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20, 40or 60) 70 MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - WMl = 45%V 350MA WM2=36%®35DMA WM3=24%e 350MA 'MULTIPLYTHE Is ABOVE BYTHE LUMEN OUTPUT® 350MA WALL MOUNTING Mounting Bracket Wall Plate M°umaa rowan. Set Sol Set Screw Lack ' fer Ecmlpba. RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES ewe ••60 LED Module Q4 RZR4111113-LED E.P.A.=.69 Available in: 60 LED Module 0 0 o®�� v 40 LED Module MR-WM2-LED E.11.A.=.47 Available in: 40 LED Module D ® 0 20 LED Module RZR-WMI-LED E.P.A.=.33 Availablein: 20LED Module MAX INPUT WATTAGE It OF DRIVE CURRENT LED's 350MA 525mA 700ni 105OmA 60 68W 99W 131W 198W 40 45W 66W 87W 134W 20 23W 33W 44W 66W 80191 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED" DISIMBLMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑HIGH -LOW DIMMING FOR TEMP-OCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW 1 a7a-WMl ❑ TYPE II PLED41 ® IraWMI ❑ 201ED ❑ 350MA ❑ NW (40001 •srnw, , ❑ 120 ❑ BLACK RAL-900ST HOUSE.......... SIDE SHIELDING .................... HSPIED ....... ❑ 525mA 208 ❑ PHOTOCELL+VOLTAGE ❑ TYPE II FROM ROW ® ❑ CW (5000K) 0 240 ❑ WHITE (EXAMPLE: PC12M... III PLED-IFFR ..... ❑ 700mA' WAF❑ (3�� 277 ��3-T El SINGLE FUSE (120V & 277V) ....... SF RZR-WM2 ❑ TYPE III ® RIAN M2 ❑ 1050mA' 347 GREY El DOUBLE FUSE PLED411....... ❑40LED coNUETEAcraN roaolxr2upcowlB 480 04T RAL-(208V & 24OV) .... ..OF ❑ TYPE III WIDE ❑ DARK BRONRE ❑ STEP DIM MOTION SENSOR PLEDHIHW .... RAL-8019-T TROGRAMMED50n00) AMBER' SELECT ..................... hill ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-WM3 PLEDIV....... ® g7p-WM3 CONVERTED RAL•6110ST CONFIGURATOR ❑60LED AMB87 PICA rapiSIIURRX .. All ❑EMERGENCY BACKUP I..EM1 ❑ TYPE ® nE 7x r HI PLED-NHT"" ❑ TRUE AMBER' H V FRX' wnM,RAL s ❑EMERGENCY BACKUP TRA (ExAMnE: RALaams) (HOUSING ONLY)..... El EMERGENCY BACKUP 2. .EM2 SELECT ,T' mmw.,elamwAnmmnL6EMTHTM FINISH ❑ EMERGENCY BACKUP 3..1 LESS 2 Wm MDAl4 MW NODMNN ❑ SURFACE CONDUIT I. , . SC1 ccrEalAYAuxr 3 AvulASIElN3sm &a DRW CTORY PORRasroMOOLCAS ElSURFACE CONDUIT 2.. SC2 clmla MLr ❑ SURFACE CONDUIT 3.. SC3 U.S. ARCHITECTURAL U.S. Architectural Lighting RN°°x rr41>2a32ao �Iaa1>]33C01 www.amlp.cvm pOAMy. LIGHTING VIRGINIA p'1RNE''1' Catalog Number: RNS-25-40-1 1-AB-DM19 Notes: Index Paqe 25' POLE DETAIL 3 I I 1 POLE HEIGHT 25' (FT) 1 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18 ETAIL 2 DETAIL 1 - BASE COVER 0' VIEW ��r . AMERICAN LATE POLE REV. DATE al REVISION DESCRIPTION PROJECT NAME: To NUMBER: DATE. Dwc er: 29OD S. HULEN, SUITE 200 FORT WORTH TX 76109 817-92FA merican 817-'i4_3682 FAX -7049 QUOTE NUMBER: $Gl£: OIY: LHKD e- }�e�.w./y-R Lite mmLowmw¢ DESCRIPTON: V� wmuumw aw� mMw maaNMNaaMrwa wD¢wna® ROUND STRAIGHTSTEEL ANCHORBASE DRAro"c"LIMBER: WmxAnan.M.S OETwsmaMNDE. BNB-25�(1-Il-All "'U'2mBUDEREO lrmaaswxaTm ENER ann uTsmxe 2$' X 4.0" X 11 GA ❑ T20 (2.38" OD X 4" TA ) 7.50"-8.50" ❑ T25 (2.88" OD X 4" TALL) 180' BOLT CIRCLE ❑ T30 (3.50" OD X fi" TALL) ❑ D28 so• no 8.00" ❑ D29 0• .BB"0 SLOTTED BOLT HOLES ❑ D32 I 1 (TYP) d1 I I I I ❑ D49 9a• 0 2]0 � --- i n 1a aME wsawE a a asrxanox. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE �.75" ANCIIjReaLTIFaPLAlE9 ABT-O80-4 CUTDOWN T022.5'WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.00 PROJECTION L � 3.75" D79 -DRILLED FOR SINGLE LUMINAIRE r/�I DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTIR A153. 3) ALL WELDING TO CONFORM T0: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS RISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)NBRAIICN DISCLAIMER: ALTHOUGH BAR[ NBRAR08 SEIfRE ENOUGH i0 CAUSE DAMAGE 04N OCCASIONALLY OCCUR IN STRUCTURES a ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VABA&fS, NBAATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE (ESEAVA➢ON FOR EXCESSIVE Al AND EXAXIMPLN FOR ANY STRUCTURAL DAMAGE ALP WARRMIY EXCLUDES FABCUE FAILURE OR 911AR PHENOMENA RL91L11NC FROM INDUCED NBRAPON, HARMONIC 0&111AlION fN RESONANCE ASSOCIATED 8N MOVEMENT OF AIR CURRENTS AROUND 1NE PULL LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WND SPEED(mphJ 90 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT" 3.8 2.3 1.9 0.6 - - - WEIGHT (Ibs) 4a 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THIN (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-GA 145 (.120') DETAIL GENERAL NOTES TH CLINT W. S F LET r Lic. N x 543t0 10/26/2020 m E 0 O N Vi N C Q O > E u2 v E Ru U w 3 Q UM 3 0 M. O w0 rG ^y a'LLE LM Q� J U 00 W J -N M Ce a(D rvv (.0 W a3 Z ~ = X n 11%t ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 UJ � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 AL Z O I U h h O W W > 00 J J U U Lu Lu LU LU W W LU W WQl DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ld Oa I� J m D WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index TH CLINT W. S F LET r Lic. N x 543t0 10/26/2020 m E 0 O N Vi N C Q O > E u2 v E Ru U w 3 Q UM 3 0 M. O w0 rG ^y a'LLE LM Q� J U 00 W J -N M Ce a(D rvv (.0 W a3 Z ~ = X n 11%t ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 UJ � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 AL Z O I U h h O W W > 00 J J U U Lu Lu LU LU W W LU W WQl DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ld Oa I� J m D WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index