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HomeMy WebLinkAboutSDP202100019 Plan - 1st Submittal 2021-03-19 (2)TH I I I I I I I I I \ I� SCALE 1"=40 IRE I f0 40 80' / — _ y� F-\A �/ J _ / I \ \ \ \ --a'=---J- -- / - I I ---- --%------- 1 -- -------_-E - - - - - - ---------- OLD-L �CH RG POAD - a-------\ ----STAFE --- R-0UTE-637 - - +---� ---------- r �- - ---- �+ 0 SIGH DISTANCE RIGHT - 615'SIGHT DISTANCE LEFT - 50 +50 +0 own- -+5402+50\ 15q1+00� 12H00 F2' \ +p0-�-�-�� _-oNRoom ii- VT- p OH - 61� \ \ \\\\ � OH / // / / / I o A—�r)HP /� I I 1 OHP� _o / \ OHP� / tIP 500, C." 510 510 HEIGHT OF OBJECT = 3.5' 505 505 500 — 500 SD -615 495 I / 495 EIGHT OF / EYE=3.5' / I I / 490 / EXISTING 490 GRADE 485 485 PROPOSE GRADE 480 ' 480 / J C, 475 J 475 / EIGHT OF 470 OBJECT = 3.5' 470 / rz 465 465 / / 460 460 455 455 450 450 0 50 PROFILE SCALE CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 am O oc E E H AL Z O a u c.l In w 0 Z O In W W Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I U) z J W > O W J O 2: LU U J W coZ WJ aLL Q > O C) O W/ " _ C) U) O O 2 ,O V 1 JOB NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21+00 22+00 SHEET No. C5.03 \\I r I II I 1 V \ `\ \ _ \ \p YIQ \x O 490 I x � 1 I \ I ' 1 \ 1 \\ \ \ rA /v. < 11II I � y' \�NGP� v \� 1� \/ \\\�\�\/10�\\ \\ \ \ \ \ \� /y"' '! ,1 1\ II11111,��'``\\\\ \, �� I I 1 I I JI_ GP' I II I \ II \ 1 1111, 111 }. �\ I uuI I `\\ \\ r��p ' ��•r00// // / I I 0 \ I II I \ I \ JI 'uGPi/"/\ / // .ji �NN �� _I '® \ \� i�lo, II I N11 I' I I I N' II /' `/� � / /�,✓ � / TI /9— — _ /\\ \ � / �c �G IA/ / ►_ \ HIN C KORY STREET lAl \ \ o\\ \\\ !\ 1 —T \ \ \ \ a9� _ _ _ LEFT — liv p9 W 492 — d -- `�493 Qcp \ \ \ MA 483 \ \ Mcv 482 \\ \ \ \ \\ \ / \ \ F \ ki VI Y II Mm SIGHTR\S'>!At \ `� 50 �-* + 1'p' -< p —� � y\ ,_ — —— -- —�_ \ \\ \\ \\ \\\ �iF /' i r' / � \` a \I \I I\ 1, I 1 I I I I 1 I I \ � � \\ � � I \ II \1\ \✓ \ \\ \\ \\ I t+ \ 11I 1 'III I I I I , 1�\` I I \ \ \\ \, II 061 \1 \ \ \ \ / //1 \\•`. �—///— /\\ 1\\ 11111,11111 III II I I I \\\ I I 1 \ \III 1' / / \\ / \\ \\\\\\\ \ I I 11 a \ \ I \ \ \ \ JG�/ 490// 49 I \\\\---- — ' /\ 11, 1I 1, PII III '\ i�UGT I I 1, I III UGT� SCALE I"T30' \ 'emu I I ' I V�� \� � `\ °i 30' / so' / �:Goa 505 505 r-HEIGHT OF OBJECT = 3.5' 500 500 EIGHT OF EYE = 3.5' 495 495 --- SDL-20' — — — � � 490 DROPOSED — 490 BADE \ \ \ SOQ HEIGHT OF \ \ OBJECT = 3.5' 485 8 485 480 480 EXISTING \ \ GRADE \ 475 \ 475 \ 470 470 465 465 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 M E 0 o N � N 0 > E v E w Q U. o 3 p LL aLuj V oMo z m — in O o C7w rv� (L W Al. 30�x U) oJ LL a e w o Ln i c ry z O Fva� c U) E� > W M LU LU 00 M O x U 0 F 0 w L w H a z O M 0 O DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J J I� U) z J W > O ^ w L1 J O LU J U w m Z W LL > O C) O LU C) O O T� i O U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 _E HORIZON ROAD TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. C5.04 '--__-0�O\ 01 0♦ `\�\ \\\\ �k\\ ��__�/•�\ ° '�1p11L1T/H1/11// ./oo �1 O ? //' e° ' - - - - -- CLINT W. CT GALE.01i/� / S S 3�F 1LE ^133 T80 8/ 20211716 OO�0OOIHO 16 4is— - _ _ — / t - - - - - - \o- - - - - - - - �o _ A 1,G eraM No ���� �I, lj� _ .� FMIM W441 ML lie 0 !A, g Fs Z70 w 7, , - MINI WII�� C�► -��I NY /MI � �"s� 1, - li %:� ����\1������.�.� --- ..�����wLU --_ _LL PAF On PSI Lwu MT AM `41 f VM �� - �_ iMUM111 i•��'; --- ' — '—�iik- • -- �.��i�� i�� �jJ� ,�/'/- �� a mm MIMI �p _ •1� • •Is 1 Grp lur a� Pry �' onva, We _ ■/ p_ _-- ,ems �yyy __ om -�� 05 Iawi�,� ,;;� - � _;� -.. _`���"�- �__Aw.,00 LU 39' ' : +,'.., . ` \ \ ,: •'>!�1 w\`v `'/:,''::'...: \ ` '�y1 / � I I 'I \ \^ a - - - - - - - - - °j \ \ x `S \ 43233/�`' I \ _ � �'tU / 4 I SCALE 1" 40' .•. S O I ' Y \ \ W 1 — V \ — — e:. , DATE X L(1 .t a Dt Y \ \ \ \ \ � � \N � I I � /\ I 1 /�\ 1 - - - - - \ \ �\ �� \' %P ab +.'• � h > w.. 1 \ \ \ \ \ \ � � yo �\ /I I , Q ao' 80' _ - - - _ � - / e l � 311812021 „. y"'n;,:,'•.•...:,,.::.:::.:':''/ / ) i�'' \ \ .,�, �l �\, ^� dA / I I / I 1 - - _ _ / / J ::': 1 \ ;.::•\' \ \ \ O Y •+ DRAWN BY �'' 7 I \ ru \ , \ _ / / / / � i I � � / ' ' / ' / ' ' _ - - - - ` ' � / � :4) 1 t ;'�;� '•\ '. .\ \ \ `'` \ �Ap�`5 \ 4C. GAYNER 42'; ;.' \ - \ / / I / ' - - '•\v' \ DESIGNED BY 'M 1 / / 0 •4• / / 3\ :•.ri`;•: _ i� \ / _ �+s \ \C. SHIFFLETT CHECKED BY X / i / - - - ✓ / A a / / y / r• � \ a, C SHIFFLETT / 5 / / \ - D /• / v \ 45 \'•:''.:''.: 1 �j AA •: •;•�+�,•• ' / ) • SCALE i 4 `\ 0 1 4Rri ARA 460 460 HEIGHT OF OBJECT = 3.5' 455 455 i / 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR 2a/ / 450 / 445 — — — PROPOS D 445 / GRADE \ / 440 440 / ISTING \ / GRADE 435 435 430 430 425 425 ROFILE SCALE 420 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 CARDINAL HILL LANE TO HORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1"=5 16+00 460 460 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = ,5-\ OBJECT = 3.5' 445 445 SDL - 3 ' TO ENE OF NEW HORIZC N DRIVE / _ 440 EIGHT OF EYE=3.5' SDR 2g0 / / 440 / PROPOS D GRADE 435 435 `EXIST, G / GRAD 430 430 / / 425 425 / 420 1 420 0 50 PROFILE SCj kLE 415 415 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1'1 AS SHOWN LU V uJu I� I U) z W � > O ^ w L1 J 0 LU U J w coC) WJ Q Q U) LU O L0 C) O LU z 0� 0 C) O O 2 O U) JOB NO. 40919 SHEET NO. C5.05 L 440 I oIN lI I I Ma, a\ .:�' \ \ \ \ � / _ �.; I\� I I I \\\ 1 1 11 -.�_ / � � / m '/ 1\ I �/ •� ��/ �__'/' \ _ �\� 436 ..�.:. I \ O 1 1 46 �/ /S ,E1"-40' l0 11 \ \ \ \� `bA \ \ , b. :•I;:. / I 0 40'N. _II I \ \ \ \ \ — _ .S�p :. \ 1 I I \ \ �� \ � .•.pds6; \ \ —_— ---_ ---- �_— ice: /��� ��'%/ /, / __ _ ___— __�� � \ \ � \ \� \\\\ \\ \\ \\\\\�� \ \ \ \\\ \ ..456 l7 / I I I � I \ \ A\\ .• •`i^�. •� \ I I I _ As /' / %-- -/ -' - � - --� ---- � pi5` _ -__ \ \\ \ \\ \\ \\\\ \\ \ \\\\\\\\. I l 1 \ � �~'.�` \ I /I I I\ •1\ \ \\ g`S \ /_ /' — — ice- � �- - � / i � _-_ O �__\ \\ � \ \ \ \\\ \\ \\ �\\\ I to II �. •.tom 1 I I ;..�}: '\ \\ � ::i'f.;:: i,'�\ — \ \I\\� \\\ 1 ` 1 \ \ / /'/ _ — '-- -- � /--O' _— _ —� vss \ \\ \ \\\ \ \ \ \ \ \ � \ \\\ \ \ \ 1 1 '\' ' / � also I I II r `/ / g 'FFT. EL CR - �. '�t'' 'C• • \ \ � - ." ' ' ------------ --' `°. - v b •:�` co IV z A'. � n 1 _ • _ l .( 4.. _ .' %�.; .6 dw�`"_i __ 1 ,_O .; . , ..." ... , ,:: ' \ _ .tt1. / _ i / / , ' / _ _ _R��— Co Via.. ' - _ \ .R. .. .. 4n 1 1 \ X \ \ - �, /. / I / � / �� �' / / i % j� 1 \ \ \ \\ \ \ \ \ \ a - '/./' - .✓j j i '/�-/ - - _ _ _/_/- - - _ _ SIGH 6STAN LEFT- 192\ \ \ \•..',`:':.. / / / d / / / / ryj I� •' !l / / l l l / // /� // / / / / / / / /.., y �" ::_bb. �.• b—�o .`` y. �,� , / /, G ./ / / / / ` .. ,. I Q9•• ••• f l l / l / l / / / / / / / � �O. b. \. D� b,' v .. ..• •5,t / / r 1 / GP �� II v / / / / / / � / / / / / / / / / / / _ � \ .. \ .. .; • / .T bah y h 6. ' / ,/r6'p � � J / �2 i / / / / / / :..Pd...•.:/•' / / / / / // 436.7 I ' I 1 I 1 1 I I I - \� \ \ \� \\ \ \ \ \ \ 5 i / X I r-C_1-- / "'460 / / / / / , / / / / / ./ / / I I I I I 1 \ 1 1 1 1 I I � - \ \ \ - �/�' //' ' � �� _ i ✓ , / / , 2 ,4 / , / <I °:. / / 445 ' / / X459 ....•. / z' / , / / ,, / t / / / / ../ a !. •/ ,' / co 'U,...[✓'P�„Dby.�ry•^:.'. �,//// y `, / 45 , / / d' / .! .b.�4? h�,•.•R 9 • / / .;;rF..{.' / / 1 I I 1 \ \ \ \ \ / - ^\ \ \ \ \ \ \\ \ \\\ \ \\\ \ \ / / \� -_ -� i=_ = _ -/ / �� — / / ' / ' ' ' 457 J'�" / '.' / \I I // '• ' / .. 447•. /' ' / /...f! !/ / / l }. G'' /SCALE "=40' 1 1 \ \ \ 1 I ' \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ \ _ _ - _- _ - _ /L'' / •` � / 0, // / 4' I I 160' i I i I I I .� \ \. \ \ \ \ 1 _ - `/- rn - _ _ _ I� — - - - i ✓ / I l / :'':'.i:y i .l I I ARS AM HEIGHT OF OBJECT - 3.5' 460 460 455 / / / / 455 / 28� / 450 5�R PROPOSED 450 /GRADE / 445 445 HEIGHT OF .J\oN OBJECT = 3.5' / 440 440 OR\ZONQFtN so\, / 435 435 EXISTING / / GRADE \ / / 430 � 430 / 425 / 425 420 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FUTURE ROAD TO WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 16+00 0 50 PROFILE SCALE ARO ARO 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 EYE = 3.5' 465 T 460 460 PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 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 0 50 PROFILE SCALE aWA %�pLTH (I1`!� i CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 1r;S10;1AIL S_ 4' M E 0 � o N � N C > E v E w Lu Q LL , 3 p U. wO `m, V oMo z w —u O rn 00 a U W v M 30V)x U) w 0 Ln i c ry z O Fv> c Lr' U) $ ry > W M Lu Lu 00 � H N M O x c� 0 F 0 w Lu w H Q z O VI DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN Lu V J I� I w z W > O ^ w L1 J CC O Lu U J w coZ W Q Q LU O L0 c) O Lu C O O 2 O JOB NO. 40919 SHEET NO. C5.06 L GT \ \ 1 PPP \ \ \ \ \ / / /' .•`\ \ \ / / I I� / / \ \ \ \ ♦♦♦♦ ♦♦♦ �♦ LTH 1 - \ \ \ v \ / / / / / _ \ \ ` ♦r �p OF1 'I 1 I ` \\ 1 I I I I \ 1 1 \ \ \\ \ \ d'� vC/ / / / \::' \ *.� iM;.: .\ \ \ / / / � i /i ///�i / ` \ yl�� \` \ � ` ►� i \ I \\I11 11 1 \\ \ \ \\ I I 111 + I \ \ \I \ \ 11 11 \ 1 I 1 1 1 1 \ \ \ \\ \ `\\ \ / / \( / //a3`` \ ,:..�.v •i.:'y:\.4{.. V'S \ / '__�' _ _ _ - / / - -' _ _ - ` ` \ \ \ \ \ \ \ CUNT W. \1 +\ \\ \ \ \\ � � \ \ \ \\1\ \ �\\\\ \\\ `\ y � \ \\ //r ---_-- _-' '-__— ', _�_�; \ \• \ \. c.anS F LET s• Sao prf r 18/ 2021 �-tr � .. \ .. • .: \ SCALE SCALE 1 "=40' 0 4u \ \ \ \ \ \ \ SOS Q63• Q D �•+—.Ar—^TQ : Q P . ` \ ' i i / — — — — � \ \ \ \� \ \ \ \ Q 0 r0... �•'.:. .w ., ••,: .:. �/••, \ \^'!, as \ \ // / �\\ \\\ \ \ \\\ > E Ou LU .. .. 460;,:::::: \ \LL • 4601� I / .. \ \\ \ ham- � \ \ 9 \ I t II I sr`' '"jI. :' \ .. i ` \ \ �.�. \ .' \ \ \\ \ .f.�: �: \ \ \ \\ \ ;" \4460 / '%�� p l :('}1. •aI II _ � \\ \ \ \ \ i /// / I � I I I I II44 \\\r�\ \\ d�JW Vw oO Z NO59 —)r 443 44 I M -+ 45 I 444 \ \ x sv6 -Irk.�` \ \ \ \ \ u LL w I 2 \ \ \ a\'..\:•. Yl \ .I x \ \ \ ' AS \ \ \ \ \ \ 44 cry Z �s� o M VI \. c . \1 /� \�. + UT A CAR/ DINAL HILL LANE°ji S �O\ 3- - - - _ ry..,.... ` \ \S` w q N AS SHOWN (W 470 470 465 465 470 470 V HEIGHT OF 465 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 123' 460 — 460 EIGHT O F Fi OBJECT=3.5' / / / 455 PROPOSED 455 2 GRADE so 450 445 445 \ / \ EXISTING — GRADE 440 440 r-HEIGHT OF OBJECT = 3.5' 460 460 \ 455 455 \SO\ HEIGHT OF _ EYE 3.5' HEIGHT OF 450 �/ OBJECT=3.5' 450 / \ / \ 445 i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' z-HEIGHT OF 465 ' 1� EYE = 3.5' 465 460 460 PROPOSED \ 3 R GRADE \ 2 HEIGHT OF \ \ OBJECT - 3.5' 455 \ 455 450 450 \ EXISTING GRADE \ 445 445 440 440 J H� 0 w Z J ce W I � > O ^ w L1 J 0 L LU U J w coZ WJ aQ > OLL L0 0 O LU z 0� 0 C) O O T � T 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE O HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 5 5 V l JOB NO. 0 0 0 40919 0 50 0 50 0 50 SHEET NO. PROFILE SCALE PROFILE SCALE PROFILE SCALE C5.07 L o , ° IIII °. I / //'/'///�// /�i �J✓Till//q////i ° / / / /e / // / J / l---- �-L- I t--�---- to I ge IF i, PROP. \ °� / _jJ�/Ar i CIS //� �t \ // I l / i \ _-_� - �/I Ib;ll/// •4 / / ///' / 'ii' � / / J -_ / r� /l Ifi � \IN -•/i ��� \ �I, / 1, ' %���_-_�_ 1„111'll NI // / r/O%// /// / // �/ I IF �/i° /// //b/tlllll l > \\-�It I ilk I \I \\\\\\\\ �\�� \� )• I \ moo\\\�__-__� //J/ r/r//// //%bo \\\\�� JI I'III I ) lg\\\ \ *jI \ \ \, \__ \\ I I ) , \ 11 \ / //iia \tll _' /� e �p �i/ '445I _ \ I / ( \ \ \ _/ ' p __/l - r I l/4 ll IIIII \� o = \\� /r/I/"14/,1�y/1) I ) / r r/// / /j�j/i�% _ _;�`� )1 ll I I I i � =' / - /� a! `� \ \�\ _ i\� ICI ! _ J / ' 1 \ \ \ _ _ - - - _ -' / �ril� _ �480:%'/ p\\ '/ I!/, 1111 ,1\IIII I` l \ - ��� ///A J ///''11r/1/II,J , q // / ��///// \-J / \\\ 1 l \ / _�� _ - '� ) \ 'w � \ 1 / 1 pr / 111 I III 1 // //� / ✓i I / / �\ \ r ' _ i\ll 1,}i /l I INN(( I �\\�-'//iG/// // cyuu%J/��/' I�9 / r//// i -a i 1\�\\1\\\\ \/I /I _- �-��\� \ I II / I I I ////;,.... )/, n.d%!�// f ' l / / / �// / _ - -�/ \ \\ \ \ \ I 111 III\ II I / "\\ \ \ - I 9� I/// / //i / _ - - /\\\ \ t l I r - / // \ +\\\ \Il\ \ \I 11 PRE -DEVELOPED ONSITE l r I / l /� f / /l / // / / - _ - �\� \ \ / \ - \� , / _ - - ,- �, //// 1$ 1 (I l \ \\�\\�\\\\�\�\\\�\\\ J \ --//p / I i�l /l/ 1 - \-:♦ \\ \\1. \ \ `\ 1 �' % / 1 _ �s-�'�?J•�-M��ilr -\�� �' J(%// I / \I DRAINAGE AREA IIII I � \ \\ \\\ //l ,/f I\\\\� \ Ill ,II�/ !I \ �__' \ \ 1 \�\ \ \\\\ •\� TOTAL: 14.57 AC �� / /I I = _ _ - _ \ \\\ I t I u I I IMPERVIOUS: 0.21 AC i (I F r/ 1 \\�\\\\ \ \\ \II ` *I / / - - \ ++ ) / / I \ \ \ m \ \\ A°�e\ \\ \� 1 i / a 1 1 1, I �r - _ / / / ! / - = \ \ r-\ \ \� p\ \\\�h'""Q ' \ Xi�IfING RWSA 20' TURF: O.O0AC !/�l ) ,� \\�\ \\\\\�\\ \ \I I / / / _ \ \ I P I L�I/ \�� - \ I II \ \o\\�d \\ J 11 irERLINEESMT. WOODS:14.57AC / / / / //;�-/ )\Iq\�t\\\\\\\\\\\�\\IIII r `� _", i71 14 1I �I / � ' I _�___ ,_- \ I \� t \\ \�\\��ti \ \\ yr 1024 148D. t II \\\\\...Xt\ 1\\\ j111� r 9 150 \\\\ \ �_� TC=6.0�//°/d%//i�-��iJll\\\\\t\\ --_/ / Z-T \ l � o(�\\��\ \* - - f•�i / �'/' /ii/ / //��/ /_-_�_/Jr. 11\\t\\\\\\` \\ \��'A \ \ 1 / T �- \\ \ .j'� \\ \ \\\ \\/_ --- �_� __-- /-�-__---- II\\ �\\ \\� . � \ _c\�\\�\1 � I '1 /.%-=- tl \ //' n\` 11 1•I�1 I;I 1\� \`,, 1�1 IrT r/III \ ,"11"l•1�•\\\\\ \I 11\ 1 ., � � ti\lil ---- - ,/ �� '/ \\ \ \ \i1t /ijJ• iJ �/I/(r/1 / / IIIIII II,I, 1I1\1l111\\\� (II11IIII II��l1I Ia1>1 III\ \\\ o00/.0000o I fIt/I // //�y / �%/- ---- \ fill / `l\ \ \ \ 1\1041 \\ r \ �'✓ / / / / I I �s ---- -450 \\1�4 _v'�i' \-- r I _ 11 �I I I /,I � - _\ \ 1. \�'� �//� -Y �- 1 YII'�\ \ 1�\LJ//% / "��' ♦ ' I I \ \ - \e\\ \ /! / /)III I t\\ \\- 1�1\""f5�J /.�/(' b>a r \ - /� .+. ..� \\a \\\ 1 \ �.,.y/ i ///// j l 1 / I 1 1 I // / % J f (� _ _ .�,\ F \\ /r%ii%ii� 'III \\ /V j�.B•//�-�'//�'_ ��J1)\\cn 1/////// %•-///OI/ �/f / J, ///ram\\\=�___-�'i//,Cr\\\\��r ' �// �� / ///// i'�j,_ __ J / /// //'//�/ i�'/�i/ /i/ _ /1///� c-;.���i/� \kl�� - ;o �ii%7///// // )//'� J/ /•I \III '�.a //�iC`- �___ \\\ \\ Il / /// ✓/ / /// //'�i iii/�=-__/ / ./ ♦////r•�i// /' ✓ /�/�\���=�_�i!il`�-_"/ice'/��///%/r,//// /%// / / / I��I(I i //ii_v- ��\\\\\\\ \ �J v , /.. _ _ _-/ice/ 1 \ _- / / /�/i -M r _ / '\11 1 "' -�i/i -�i. \ \\1\\\ �1 1 t` \�,-• ~/ -\\\\\IIII l�llll,(I /i �i' /// - �/ll,G%_zp ?!_///- g__•=��/ -•s j iA DEVELOPEDOFFSITE// •��\,` \ \\\\ \ w _ \\\\ �l�Q 1��(IIIIIIIIIIIIIIIII\Il \�\��\\\1I!/\ \ �1 .\`\�\\\\�\\\\ , / � //i„�711,11111 Ill / /, / / / / / / / / DRAINAGE AREA \ \ 1 \ I / / / , I - D '�l/'�%/� l/llrl�l,/��rr�/////i / // i/. - / %ems �i/�//� \\ \ I // /i/ /�/ // / / __ /�/o I !L \ ) \ 2V 'd I' Y / / /// 1( / �// \ \ I I b , / / / / / / / // //i TOTAL: 1.52 AC - / y \ -,F-I / T j / / % �^ II 1 / / / / // _/i '// 7;=//! +A \\ \ /i 1 Ill /// /4 l lI II II // l / // / / ( //ii i/ IMPERVIOUS: 0.51 AC-�.q/'�/iy // / // // / / / /} ' I I - 1 1 I - \\ \ �\� \\\� \\� \ \ \\ �✓ Iglu `� ✓I II,I II 0.00 AC \\.\N.�.tJ�Q�'•�B/ 1 f �r Jr / I�Illll // \\ III IIIIIII I ,/ 1, 1I 1// III11p� I I I 1 \\ ` i _ _ �iWOODS: 1.01 AC \*\\\ \\•\\11\\\\\�\\\\\\\Obb�/%Illllll�lll//, :III IIIIIII ' �'ti'��✓/�/i \ \\.N\%\ \ \� _ e ll/ IIII IIIII II 1 I 1 \ \\ _` _ ��s //��%/,�/ I _ \\ \ 'Y //J// / / \ \III IIII y�\ \ \ _ - ''�'%i / / _ .Ys�° / /i / e' / �r /' >2� \ \\ r \\ \ \ \ \\ 1 /� \\\\\�\ \\\\\\\\\\\\\\` JI'� _ "%�'%i/ l/7 %r /j•/ i///r/ \ '\ 1 / \ w� \ 1j11\\1� II\It\ \ //,y//id✓d \\O\�\\\\�\\\\� \i!� ///ice/� =�_ '%1l / j��// ii� / // ( �` \ / //_ 1 , / \\ \\ ql 1 \\1 111 I� \ g e /�, �\ ri \ \ / / O / \\� / �� \\\ \ �11 III IIII \. \� i` ,� \\ _ �. / ! \\?�_ _/ /T// /gy _ \ Y-a3' - Z O'`-/� !r \l_- \ � 1 I _ � - � � \\��\\\ �_- \ � � �- _ .✓ ) / // _ 1 \\`?\ •4,T � ��s �a C= �=�i••-_ _ � Q 1 /11 / .\ A \ I . ..�� / _ O/ -I N C - \� �t%%�_-i mow. ���`�\O \\ /^ \\ ��\2\-- \���-�- 'i�� // /�\/ /jj/'i_ �\\\y\�a���xRr�\\���__����_ a_ _\� •v` i � t � % II I__ DRAINAGE S AREA YT-_ to�\�\`-�\\\\ _ �)//�i/i Jr//r/%///////i''�_'o ��%��� __��__ ��_��� _ / / %l / ° 1 O / / / to 11//`'SS`�' ter'-_ / / / / / �}�r'-�l_r=1- I _}----={_LS-l=t--�1-=-t\-\-C}\� ,- -\---tiIt O°/i/% !\>jSJJ(i _DRAINAGEAREA 3 //'z'/� '� // ��! r/ /l _ ll/ ; \ l /o/ i J i0 r oIPPY / e / /�l/ j '� �' '��'/ TOTAL:7.01 AC ce/i�i/�// //i// i /)//r \ I - PROP. \ \ // DRAINAGE AREA 4411.11 ERVIOUS:4.24AC�/i/�/��%i/'//ii//j TOTAL: 0.63AC >J \\ @ ////f�� TURF:2.77AC // !M i \ %_; -''-WOODS:0.00 (//J / °IMPERVIOUS:0.11AC/ %;�'-'% I II ///j/r,' 1 I/' r / 9g'1 �� v� "`' i ri / / l TURF: 0.38AC /r/ r -CN=83 IIII Ib/, / / \ t ! / / // f _\ ° /// / �_ _-- ll / I r l�\V90\ \ \ ( \ �`ti..� _ \ ( � I _ ll l III AAA��"" WOODS: 0.14 AC < / _ - / \ / l I \ I-�r _ , t I I \ =-\I/\1/ r ��, r /r \\ /rTC=6.0 \/fJ II I I �\�� i11\ \ `-_\ \II)) I(\ \`___- / ri �� -i /•/ _ _ �e \mot) )\lll,lrl��. _ - IP �" �// / �/ \ , I I _ I1 II A I / ll IIII\ = �_ _ - \ IIJ / /l 11/ /lit/ j�'ll > �/ /i, //jir//�' 4�0`� _ a = / lla K(l 1 1 i ` \ - ��111)!j/ /i// l )'l / \ l II I ' �a$0. A1 '-wJ to l/ // / iiiry/ /ii i/r r ll r l I si ' \\\\\\\\\ .\.:� �_%i/�i/i/��rJ/ �Illh\ \ //p// ��1�►� - __--_ 1' �/ \ \ t b \ \�\\\ot�\\ \o \ / / r =� a \L 1 I 1 r (f _ _ dSING RWSA 20' 1 \\ \\ \\\\\\\\\\ \ \\� _ = // /i/ r Ip 11� , o �` _ _ 7 I I'4 I - 1� _� \\- r - - I \ \� \\\\d \t \\ 7ERLlNEESMT �. S _ 1024 p. 148D. DRAINAGE AREA 5_i i/ii�/�, , /i/ , , 9d'/ - = _ _ _ - - - 1 y /i %/ \/ DRAINAGE AREAIB I \ / J \ \I�t\ \\\11\\ j111 �r/ 9 150 TOTAL: 0.81 AC, i/fir �,iii I\///M� /vd ,� \\ (1J1AdE- \� \\�\\"\��\\ a\�\\\IIIII �j1111 r`� p - - - / /� � \\ p \ TOTAL: 1.52 AC / / / � IMPERVIOUS: 0.46 AC � - -- - a _ � 1 i = � � _ \\ \\\\ \ \ �\�� IMPERVIOUS: 0.51 AC TURF: 0.31 AC TURF: 0.00 AC \ \\I\ I I \ I ,• I I 11 WOODS: 0.04 AC - - _ ( \ \� \� WOODS: 1.01 AC % ` \ ` - - � / �/ ~T\/, \ a\_ //--�aA I \ CN=82_�=-=-_� _/ ��1 - \ CN=73 � \ �% _ � .. r II/ / /j1�\ �/I/ //ir/ Tc = 6.0 - - _ . - �i�' / - / / \ / 1 II M1m,�I /// / - - / - `/" _ / v - - - - _ -,./ C� lI /n / �/'I// II� III II I V \ / \. _ I I III IIII II \ \ .° o /spry ( \ `(J �I / o 0 0�.0 0 \\ \ ,�/ II, //� , ,\\\ �\ o I \ \ / F )FL e I - PO- �ii7 I�(4 1 l` __ HARLt�1�1 ,►-\/�'\ // /ti''/��'//j% ,\ 1(,\� o� i �Z/� 1^� \ l j,17}I Ill\\/ �"LIZ -'\"pr•5'iE�'r�p J+//J,��l \� �/ /i/ r/ 1 II I� \MTh ��1�/ .-• ��i)J/� Zt�1 �',//// /�.B• / - - - / � - I � .r / J / // / \� - __ _ _ � -ice � � ^ A \\\ \\ / /'�/'� / \ II1 IIIII \\\\\ 1 l�l \ - /,/'- ////,lj/,�\`_i\\\I\ 1 111 �M / LL / ///i// r.�� �j /ii; \ _� /"•''�//ri�ir a� _ 1 I I 1 / r \ 1 \ \��'_- _ ��� �'yIIIIIIIIIII1d\\ ICI, I V l , l l / l r l l 1 . 1 /, / / / �e+Y r� 1� / // ////i/�///� �'��==�/�J=_�.�•-= ii l //�i/ii//// / / \ \ � � IIII 1 1 \ �17 IMPERVIOUS: 264ACr -- II TURF: 1p ODS: 0 .43AC �I\ 0,/�/%%/i i/'� i �� i/ /�� i / / 1 I / - t \ \\ \ \\ \\\\ \ \\ ✓ Illlll I 1 cI\ \\ \ \ \\ \ \ �\. �.\ J�• WO.26 AC /J /// i '�/ice __ 3 / f�$ip .� Il�li/ DRAINAGEAREA2 �`" 2/�/j /y��/ss CN=83, jglll //// � \ s �i/'�i��/ice + W -iip/r�/ \ \\\ \\\\'D \� �a�\ ���'�� � �Rl��/��/ \I\\\\\ \\\\ q►? ��.J ,-IMPERVIOUS: 1.04AC / /i � // / �•�r% / u - /v / � 1 _ 1 1/ / / (\ / \ ��\ \ II\I\\ \ "I J �� �.��-���� /✓`\\\�.. �/TURF-084AC •/�i//r /i��/'i (.l<\ �� a� \ / '/� \ r i .i� \\ � \� ��I \ \\1 o \\ Il//�vvlilt.% /rVZ" WOODS:0.01 AC Tc= 6.0 POST -DEVELOPED DRAINAGE AREAS \ WX \0. WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.57 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.57 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.33 0.398 10 YEAR 43.26 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.37 10 YEAR 7.18 10 YEAR 49.26 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.33 ACRES IMPERVIOUS = 2.64 AC. MANAGED TURF = 1.43 AC. WOODED = 0.26 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.09 0.493 10 YEAR 26.87 POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 1.71 10 YEAR 7.18 10 YEAR 32.79 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 1.91 ACRES IMPERVIOUS = 1.04 AC. MANAGED TURF = 0.84 AC. WOODED = 0.04 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 4.48 0.198 1 YEAR 0.27 10 YEAR 11.37 10 YEAR 11.19 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. TC = 6.0 MIN. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.34 10 YEAR 43.50 10 YEAR 37.35 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.81 ACRES IMPERVIOUS = 0.46 AC. MANAGED TURF = 0.31 AC. WOODED = 0.04 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 1.98 0.088 1 YEAR 3.74 10 YEAR 4.91 10 YEAR 88.46 CHANNEL PROTECTION (ENERGY BALANCE): ��I "`DEVELOPED < 0-80*(`PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q•PRE-DEVELOPED OFFSITE Q• MAX (1-YR) < 0.80'(7.33 " 0.398AC-FT) / (0.493 + 0.198 + 0.799 + 0.028 + 0.088)AC-FT + (2.30) = 3.75 CFS Q(1 YR) POST -DEVELOPED = 3.74 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTAIL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. NOTE THAT ALL STORM DRAIN, STORMWATER QUALITY, AND STORMWATER QUANTITY CALCULATIONS INCLUDE A TOTAL OF 1.10 AC ADDITIONAL IMPERVIOUS AREA (NOT SHOWN ON THESE PLANS) IN LOTS 1, 2, 6, 7, 24, 33, 35, 36, AND 39 FOR FUTURE DEVELOPMENT. , CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 *Z-V' AL S�;P ^� E 0 O N � N C > E v E w H_ W .0 Q LL o 3 p LL w 0 m _j V oMo z .. -n O rn LL Nv a 1'/1 C7 W vM 0x 3V V V ) w i c ry z O Fva� c Lr' U) A Lu o- � 00 M O x C7 0 F 0 w Lu w H z O V) DATE 0 3/18/2021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1"=60' Lu 1� 0 z Q w ce z Q CwC G � w rLrun V 0� a J m Q W10 > Q O W z w Q0 O Q u I..L 0 C) 0 0 U) 0 2 0 U) JOB NO. 40919 SHEET NO. C6.00 L BASKET 24" LONG EPDXY COATED #4 F IWiVMIII "T Al STONE FILL RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1 NO SCALE �24 TW ELEV. 431.91 O O O BASKET EDGE O O 12" 24" LONG EPDXY COATED #4 REBAR RIPRAP-LINED PRE-TREATMENT O O CELL BINELEV. 430.91 O O EMBED = O= O Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE O l / °° \\ G r o - 100-YR ELEV.425.50 CREST ELEV. 423.92 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 4.2" H x 4" W ORIFICE W/TRASH RACK WSE ELEV. 348.00 INV = 418.00 POND BOTTOM 418.00 POND BOTTOM TO BE COMPACTED CLAY LINERS 1.0' FREEBOARD 8' DIA. X 1.5' CONC. BASE TOP OF DAM = 426.50 � 8' - 117.9l' - 24" HDPE @ 0.50% INV 417.90 EMBED 6" IN CONCRETE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale // ° \` f ° �\ 3- ° ° I ° Ot °° / I o o `� I / o O / + o / �� ! DRAINAGE AREA C 0 I I °o �\ \ .'/ o° �i� ^ UNDETAINED TO DITCH ALONG f o / oo \ I o 0 �VDOT-SIGHT / �/� OLD LYNCHBURG ROAD 0 I I o \ \ MANAGED _ DISTANCE O o I o \ \ \ \ STEEP SLOPES 44 EASEMENT ,�� v °oII +I I 0+ 0\ \ ( / (TYPICAL) 1\ + o/ /O \ \ \ ° o 0 / ! °f / vi O> Io I 0 \ \ % o; / PARCEL 09000-00-00-OOIAO Ri / ° °o + \ \ + r ° / / SOUT OOD CHARLOTTESVILLELLC �I PARCEL 07600-00-00-051 �o o \ 0 / // HOOD MODEL TRICT SOUTHWOOD I ° + + 0 / / + /� v CHARLOTTESVIO LLC I I O o ` o + ,O /- F p\- o / o NEIGHBORHOOD MODF + I 0 0 + � �4' ' ti /o / // • DISTRICT I I o °° `� / o / . 2 \p�P(�\ o / =. ... - \ 7 �� DB. 4706 PG. 198 I I o - / ° / oQ QQ �� / o - o + o / o C ° 0 STREAM BUFFER/ o° / ° / \� I - ^ �0 I C i ��p �` / � O - - _ \ 0 FLOOD PLAIN ( 10 I ( o / C C I 1 1 ~ \ \ I C I I - - / / o \ ° CONSERVATION AREA ( o / / �% I J \ \ n 1 I / C - - o\ o �. °°/ / ° / �� I 1 1�_11�I, L 1 \\ F- II I "1j \moo o J /o +1 I �o / n�<� V� / f_ ` i V � I ✓_- \`� /� ° o° J 0 666 / / < OVERALL I !� \- \° o \ /0 ° I / , DEVELOPMENTAREA k�� Zr / - - o _ TOTAL AREA = 15.70 ACtr I - - �1\� o ( /0 / / o IMPERVIOUS = 6.30 AC `�\ C \ / �' n -.-� "� PERVIOUS =9.40AC V� ���J © V �•`k V ri o BIORETENTION #1 ° I I- ❑ O \ \ Q a - + /, / vvv to 0 +O0 ` 0° / y/pvvvvv, I +I `\ O �S ° ° ° ° ° o 0 0 oFO o 0 0 0 ° ° ° °+ v 6v v ^ °'0 _ ; � ^/� �/ 1 I ` V / \\> + + APO SCALE 1"=100' A �;G� o I ' / ,� v'vw v v' / + C , o 100' zoo' ' + o° I v\ / vp v v v v v v v v j ea v= DRAINAGE AREA A f I vvv v v bb v vvv v v / BIORETENTION #1 I I .'vvv vvvvvvvvv v / / TOTAL=4.39AC + vvv'. I vvvv vvo�vvvvvvvv�a► / / �, ,. _"'� O / ° vvvv'. I +.-vvvv�yv.vvvvvvvs T / / /, PERVIOUS = 2.55 AC i ° vvvvv'SWMFORESTANDvvvvvvvvvvv / j / ( IMPERVIOUS = 1.43 AC vvvvvv'. vvvvvvvvv o v Q v v v v OPEN SPACE vvvvvvv �� FILTER AREA REQ. = 3,669 SF v v '. AREA = 6.87 AC vvvv v Pam, AREA PROVIDED = 3,809 SF 0 v v T LLELL - d i ° + v v '. I I VVA'b P 1 + 1 0 v v I 1. v v v v TRICT - /'/ ° vvv '. I 7 p� vV - +� o + 7vv- I I f vF vv� go Olt i I i / 00 v v v I I. v v v DRAINAGE AREA B 0. vvv :' I 1.7w vv y� BIORETENTION #2 ° vvvv I I .- v vl v �`�I TOTAL = 1.69 - ° '+ vvv .' 1�7vv PERVIOUS =0.65ACy� + 0 v v v vl1. 1 7 v IMPERVIOUS = 1.02 AC 3 / ° ' v v v v, q�v v FILTER AREA REQ. = 1,488 SF +I + 0 v v v v v v bb v AREA PROVIDED = 1,587 SIF 1 v V ° vvv 1 AREA EXCLUDED FROM • I� QUALITY CALCULATIONS �\� � �- �1 � � � �� v v v •.' .. � � A / AREA = 4.76 AC \ / ( vvvvv+vvvv\\� .68 vvvvvvvvv`vw v � vvvvvvvvvvd vcv �\ \ O- vvvvvvvvvvv V�vl - vvvvvvvvvvvvv.N vlvv 'o vv-V vvvvvvvvv V\V\Vvvv \ o vA'vvv.vvvvvvvbwwwD�vvv��� v 1 a \ �a vvvvvvvvvv\V\VVz :zVV' wwwwwWW °o v.vvv\y`go� vv��vy�vvvvdv�-vv- v� 8vvvv \ o �.'v" vv V va-V-Vvvv-vaV-vvvvvvvvvv6a vvvvvvv / 0 �w,vv. gvvv-D �0.vo v vV V_ V_v v v v v v v v v v vvvvvvvvv w vvvvv�VvaV- pvvP�wvvvvvvv'� �v.#♦vvvv vvv v v v v vP v v9VRv�Q y v v'�v v v vov v v v v v vv�'i v v v v v v v vv'. v v v v v v v v�-v=v'g�vy v P� v v v v v v v vv v v v v v v v v v v / TREEPRESERVATION `',�v.v-"vvvvvav�¢ o vvvvvvvvvvv vvvvvvvvv vvvv'. / AREA= 6.60 ACRES `Q.Y.vvvvvpv.vvv�Vb vvvvvvvvvvv vvv vvvvvvvv vvvvv\ ° vbIV vvvdbw vvvvvvvvvv vv vvvvvvvv vvvvvv b.vvvvvvwvs@sPS�w,vvvvv vvvvvvvvv vvvv�v� / / o+ + v,vvvvb�vv�_vyvv°vvvvv vvvvvvvvv qv-�vvvvvl. �. vvvv�aewv°vvvv vd�vv v v vvvv ° �o a ��,� v v v'v�aos�a�aYv v \ o - \ + �b�� v vvvv EAS38iY1�1VTv v v c ° + �- 2?O.g �vb vvvvvvv ryy�p�JpaR vvvv /� o UFF PORTION OF FOREST OUTSIDE 0 OF WPO/100 YEAR FLOOD PLAIN b� vvvvv v v vvvv. \ �. -K vvvv vvvvvvvvvvvvl� ° TO BE DEDICATED AS PART OF v�g�vvv vvvvvvvvvvv I I \ 0 vvCV'Q vvvvvvvvvvv n MITIGATION PLAN v v v$ 0 0 ` 0 vv �\9�t9�m / •T o° 000 + �. °a pvvv�� \vvvvv 8 O u1 1 O O - V vv\\ \V v / \ ° ° ° ° O ` ° O \` v 0 0 EMERGENCY SPILLWAY, 45' LONG, 5' WIDE INV. 424.99 IMPERVIOUS CORE AND CUTOFF TRENCH INV 417.01 1-YR ELEV = 423.91 10-YR ELEV = 424.99 100-YR ELEV = 425.50 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.11 10-YR ELEV = 415.85 100-YR ELEV = 416.21 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.39 ACRES TM= 9,832 CF ` 1.25 = 12,290 CF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 1 3.35'= 3,669 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.35' = 550 SF SURFACE AREA PROVIDED: 579 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE _-_ _-__----____--__ -_ _______________ + - - --------- - - J -------- -- o - �9- 3x( - 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.41' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 426.91 24" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 430.79 10-YR ELEV = 432.28 100-YR ELEV = 432.64 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 24" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 3,3989 CF * 1.25 = 4,986 CF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.65 ACRES FORESTED: 0.02 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,986 / 3.35' = 1,488 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 4,986 / 3.35' = 223 SF SURFACE AREA PROVIDED: 249 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 1r;Sj0;1AL 6%' ^� E 0 0 u N � N 0 > E w v E H_ w w um ¢ V 3 W O w0 `mom O W M ¢� j i52 W J -N rn N V z W U 3:0'X LL C Q m v Ln = N N F ¢ . 0� EO1 N 00 W M a� z O a_ u U In w z O N w w DATE 31181202, DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (w V 1m" I � Q W Q a _j J OZ Q w Jco W LL LLI W z 3: u O 10I I..L 0 0 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 0 m 0 3 c a 9X o 0 O 20z 2O 162 am A - E 0 a c m m a. 0 O 3 Z 02 2 a F 0 o� U3 n dm 2 Y �N X C do da 0 = d `0 E a �M 06 a c 2c 10 a 0 0.2 m a c m N 0 n c 0 nE L F E L o °- ------- - - - - -- 0, O / / (TYPO AL) / / / � / ' / �p------------------------- - - - - -- / / / ° _ _ / / / / STEEPSLOP9S/ , / 0 °--- - J - - - - - - - -0 \ ' STREAM CENTERLINE - - - - _ - - �, / / // / / / / / / / / / (PR�SERV �) / O O 0 \ ' ' ' / / , / / / / / / / / / / O / / 60 000 /TEED/SLOPS o 0 000 I / / ' ' `P ` ` / /, i i / / / / (PRFSERVvD) / O ° / \ ` \ 20 // 202 `f 2010 0 0 11I I / DEO WMiWo Rurw¢Red nMHhod New Development Complaa Sprmdsheet -Version 3.0 G2011 BMP Standards and Spedfications 02013 Draft SNIP Standards and Specification F Project Name: Southwood / Wta: 3/I5/2021 BMP Design Specific ri ro LM: 2013 Draft Stds & Specs / Site Information / Post -Development Project (Treatment Volume and Loads) Lath Cover (aces) / ASOiIs BSoilz CSoils DSoils Total, / Forest/Open Spxe(a"eJ undisturbed, 698 / .Ded1crrsD n .rrrf.,r.d 6.98 Mamged Raf (acres) - deturted, graded / .for MSwoM:.'Lrbe 8.02 8.07 / I Impervious Corer(xresl 6.61 6.61 I •Forest/Coact Spore areosmusrbe PrmerndlnoanNanre with the Vlryima Rurwjj Feduttion MCMotl 21.66 Constants Runoff Coefficients R. 00 I I I I I O ° / I 000 / I I 0 '\/// //, //, OOO 0 0 Is Ole \ / �• Land Cover Summary / I I 1 I I / / Freest/Open Spare C"rer(acres) 6.% / k k weiRtded Rv (rarer[) 0.0 Is k Is k k 1 I %Freest 32% Ac k k �k/ i/k MarnRed Twr eo r'r laeresl e.m k Weighed 8v(turn 0.20 100 YEAR FLOODPLAIN / / / O O '/// k k k k I I 1 %Mateged Turf 37% o k k Impervious cwerlarresl &61 0 / , C/ k k / k k k I I I Ry lirrpewiaml aes k �1c i �` k 1 I k %uncem. 31% She Area(acres) 21U66 / O / / k / 'I L Ste Rv 03 k / / • � //// e k%i k k / k / / / � _ I • • 435' , R15 % /n k k / k 104 / L Ic / ' k k / k 121 a I / k R 102 10 N / / / BIORETENTION FACILITY 1 SCALE: 1" = 20' i k /` 08 / 205 435' 02 to 2 \ \ / _ ° \ D \ I I k k \ •� \ � � D .off ° D 04 _ ° . k\ k k k k \\ _-° D D G 301 k k k k e k\ k k \ \' _ k I 9 k k I k k k \ k k \ \ \ \ �\ D°. °. o' ;@\ k 03 D k 402 \ \.. >. p' 107 / 120 \ a.\ . ID c D 108 407. 435 / / +C BIORETENTION FACILITY 2 SCALE: 1" = 20' Annual Fain all(iMies) 43 TaWtRolrbll Evem(inches) 1.00 Total Phosphomzjm)fNaC(m ) 0.M Total Nib[genjm)ENL(rN+/Q ISIS Targetm Waa pb/we/yrl 0.41 Pi lunitlezz m,recNMfxty) 0.90 A Soils BSoils CSoils DSoils WreSVOpen Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Imcervious Cb r 1 0.95 0.95 0.95 0.95 Treatment Volume (acre-ft) 0.6J52 Treatment Volume (cubic feet) 29p14 TP Load (lb/yr) 18.48 IN Wad(lb/yr) 132.21 Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE lac) MPERVIOUSCOVER lac) IMPERVIOUS COVER TREATED (ac) MANAGED TURF AREA lac) MANAGED TURF AREA TREATED (ac) AREA CNECK datainputcells onstamvalues ralculztom ells DA. A OA. B DA. C DA. D DA E AREA CHECK 0.41 0.02 am a.aD 0.00 OK. z.55 1.Oz 0.00 0.00 0.00 OR. 2.55 1.02 am NO 0.00 OR. 1.43 0.65 DOD 0.00 0.00 OR. 1.43 0.65 0.00 0.00 0.00 OK. OK. OK. OR OK. OK. Site Treatment Volume (ft3) z9,414 Runoff Reduction Volume and To By Drainage Area RUNOFF REDUCTION VOLUME AOREVED (ft') TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCUONACHIEVED (lb/yr) TP LOAD REMAINING (Ib/yr) DA.A DA.B DA.0 DA.D DAE TOTAL ],865 3,191 0 0 0 11,057 6.18 2.51 0.Oo 0.00 0.00 &68 5.55 2.25 O.OD 0.00 0.o0 7.81 0.62 0.25 O.OD ON ON 088 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr)ll 40.61 11 16.48 11 0.00 11 am I0.00 5].09 Taal Phosphorus FINAL POST -DEVELOPMENT TP LOAD,(Ib/yd 18.48 TP LOAD REDUCTION REQUIRED (Ib/yr) 9.60 TP LOAD REDUCTION ACHIEVED (Ib/yr) ].81 TP LOAD REMAINING (Ib/yr): 10.6] REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.79 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yd 13z.z1 NITROGEN LOAD REDACTION ACHIEVED (Ib/yr) 5]m R NNINGPOST-MWLOPMENTNITROGENLOAD(lb/yr)L75,12 DIED Virginia Runoff Reduction Method New Dove lopmeM Compliance Spreadsheet - Version 3.0 BMPDesgn Spec fcadmsOs1, 2013 Draft Stdz & Specs Update Summvy5heet Site Summary Project Title: Southwood polo[ Preview Print Date: 44270 Total Rainfall 03,nd,es Site Land Cover Summary a mils BSoils Csoils DSoils Totals Isofmtal forest/Open (acres) O.L. 6.W add aw 6.98 32 Managed Tud(acre) 1 0.00 1 8.07 1 0.00 1 D00 8.07 1 37 I--mus Cover lire) I and 6.61 add aw 6.61 31 1.66 103 Site Tv and Land Cover Nutrient Loads Site W 0.37 Treatment Volume ft' z9,414 TP Load (Ib/yr) 18.48 TN Laad (Ib/yrl 13z.z1 Tend TP Wad Reduction Required b 9.W Site Compliance Summary Total Runoff Volume Reduction (h') 11,057 Total TP load Reduction Achieved 7.81 (IbIW) Total IN Wad Reduction Achieved (lb/W) 57.09 Remaining Past Development TP Wad (lb/W) 10.0 Remaining IF Wad Reduction(lb/yr) Required 1.M Drainage Area Summary D.A.A DA.B DA.0 DA.D D.A.E Total Rarest/Open(acres) 0.41 0.02 0.110 0.00 0.00 0.43 Managed Tud (acre) 1.43 0.65 0.00 0.00 am 2.08 Impervious Cover(ac.) 2.55 1.02 add aw aw 3.57 Total Area (acres) 4.39 1.0 0.00 0.00 O.m 6.03 Drainage Area Compliance Summary D.A.A _DA. B DA.0 DA.D D.A.E iTotal TP Load Reduced Ib 5.55 2.25 0.00 aw 0.00 7.81 TN Load Reduced (lb/w) 40.61 16.48 am am am 57.09 Drainage Area A Summary Land Cover Summary A Soils BSoils CSoils DSolh Total %of Total Forest/Open(acres) O.m Dal Dun O.aO 0.41 9 Managed Tud(acres) 1 0.00 1 1.43 1 0.00 1 DOD 1 1.43 1 33 Irpervious co. (acres) 1 0.00 1 2.55 1 0.00 1 0.00 1 2.55 1 - 1 4.39 I BMP selection Managed Turf Impervious BMP Treatment TP Load from Untrexad TP TP Removed TP Remaining DOwrlx"M Practice Credit Area Cover Credit Volume (R') Upstream Loadto Practice (16/yr) hb/yr) TrMtmeM to be (ere) Area (acres) Practices(Ibs) (Ibs) Empoyed Total lmcerwous Coverrreated(acres) z.55 Total Turf Area Trwited(ane) t.43 Total TP Wad Reduction Achieved in DA(Ib/yr) 5.55 Tmal TN W ad Reduction Achievedin DA (IbA C 61 Drainage Area B Summary Land Cavx summary ASoilz BSoilz CSoils DSoils Total %of Total Forest/Open(acres) 0.00 0.02 add Dan 0.02 1 Managed Tud (acre) 0.00 0.65 0.00 0.00 01 38 Impervious Cove (acre) and 1.02 add and 1.1 60 1 1.0 BMP selections Managed Turf Impervious BMP Treatment TP Load from Un[rexed TP TP Removed TP Remaining Downstream Prentice Credit Area Cover tred'n Volume(R') Upstream Loadto Practice (16/yr) (16/yr) Treatment to be (acre) Area Practices(Ibs) (Ibs) Employed Total Impervious Cover Treated (acres) 1.02 Total Turf Area Treated (acres) 0.FS TotaITP Wad Reduction Achieved in DA (lb/yr) 2'ss Total TN Wad Reduction Achieved in DA (Its 16.48 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair It. • Check the bioretention bed for evidence of mulch flotation, excessive 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 = 6.98 AC MANAGED TURF = 8.07 ACRES IMPERVIOUS COVER = 6.61 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.48 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.60 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.79 LB/YR' "REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.60 LB/YR X 25% = 2.40 LB/YR > 1.79 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. a�!�pLTH (J000 �, CLINT W. , S F LET r Lic. N e 54380 3/ IB/ 2021 M E 0 o N � N C > E v E W H_ U a) a LL o 3 p LL w O m �� U00 Z HJi - n O Ce In ry t/t In W CL W � : � X (/) W Ln i c ry Z O'r5 X > c Uri U) °ry � W M Lu Lr d � 00 LU I- O L7 0 F 0 W Lu W Q Z O V_) DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • W V 11 0 < ceLU Ga _J 1t�� O � 1 J W Q �/0 L_ 10 >O LU � W 0?a W" I� C) O O U) O T� i O U) JOB NO. 40919 SHEET NO. C6.02 L \ ° '-- ,_/-'_�_,,_%�/-'-_-_` Q ' _i///�///-/_ _1/ ///, ' 5i/ ' I / /-/' /i.'' 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S F LET Lic. N . 54380 3/ IB/ 2021 1r;S-0;1AL S� 0 Z O a c.l (n w 0 z O N w w Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �LU V Q I\ J W �' aC aLLI J G Oa J U/ WL Q L O W r:: z Q c) O U" 2 I..L 0 I) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.03 L ------------ \ - - - -----f - - - - s / - I c---- - - - -1- - ------ /--- to 10 QI\ '-. /7 S /// W s ij/ / /� - r / / I 1 I 1 4 ________i_____ \_ - - - -�1 \/_` c ' '/__ ; ' /� -s / I I r - j \ 1 1 \ STA1Y R01JR(§ ROA \ \ T 20501 _ - - - _�9.1.4T \ \ \ \ ` \ , \ / 10 O / / ` -- _ _ 'i_� ' ��--�/ / 1 1 \----1--- -� --- 10. 2' R/+V I I --- \ \ / \ / /' / O \I \ = _ % s'/- <� - / _ \ t -- t \ TE�1 \ , ,- - / x i �i ♦� - �_- - -_ _-_ �- - - --\ -- �- - - - �� - AE T . 7 ♦ \ _ OLD'LYNICHBURG WAD I I - y - f 1 -t i� - - �t-------- - -li- - t - i -- � - - � -i\ t � \ \ \\ \ \ \, (V��,Y/ - _ bTATERO�ITE631 I 1 1\ --- -- --�\ \ I I \ \ t\ \ o-_ / - ____- _ -�- \ _ R�I}1, /- / _ _ _ _ I \ \ h_____ _� e / , ULVERT •w / _ � � ` � / \--�-[---� --�-- � `^ rc- _016H,ULVER / � / 6HP / / / / / / _ _ / / / _ / �/lo,N£Ecrelc / TELE BTVLINES 'TELE&IYIINES' / / l / / / / / , / / / / / / / / / / HT tl' / / I , , / / / / If e 0) /---`450, � �/l ///'/' /,' / /','/' /' / /' ' /'// , // / / / / 172 I / / ,'/ /m /vl / \ _ /,/ l f I I I I II I I I /I' l I 1 ^ 1 //// ' '/ /,' //,' / / 22F cn I 4 - /// _ _ _ _ J l I I I I 1 I ' I ' ' ,' ,' /' /' -' -' / / J, / / / r o - - _ _ cn I I 1 \ \ 11 \ 11 I I 1 1 I / I 1 I I I I / / ' ' / / / / I 1\ I / 1 7 1 ' \ m / _ _ _ \ 1 I I I 1 I I I I I /' AO I ( \ I N rn \/ // f 1 sr \ \ \ I \\V �\\ \\) 1 \ \ I I I \ O \ O \MIT \l/ / /-- -- -- - - -_ \ �--'/ / / \\ \\ \ \ \\\\ \ \ \\` \\ ; I 1 1 ' 1 I I \� \ \ \\ m INSET \\\ 1 / /,-------- _ \ - / / \\\ \ \ \ \ \ _ 1 I \ ��`� \ \ \ \\ \ \ \ \ \ \ \\ 1 \ \ 1 I 1 17 --- Iv6 /' \ / /15 // J / i -450,�\- i 144 Irk►�� 152 ♦♦' _ �, 162 '':,r=5B� 154 I 4A \ \ I \ I I l l l / I I f � 1 I I I 502- ' ' \ \ \ \ \ \ \ \ \ \ \ \ � � / ' ` - 1r�7->• / _ � - - - 1- a� 1 \ 1 1 1 1 I I 1 � I I i�- �`= _//� I II \ � \ \ \ \ \ \ I}� \ \ \ ' ' yI� / l 1♦ I _ \\ � �JI - p \\ \ 1 1 I \ 1 I I I I 1 1 If 144E ' --� --- - -/�\\ \\ \ \\ \\ \ \\ i \ \ OA n / - / /\v I 1 '\� I I \ \\ \ \ \ I \ 11 1 ' 26� ` 16 - / // / / / / I// // Y" / I 1 , 2BEE�ULVERT �) 1 I \ _-_'j!�' r/ ) / / I ) II \\ W. I� 2 �11 11 - I // \ - I ► '� I / / I�i -sue I I I I 1 11 ,' /� �,' \ �__1__ -I--'� I / \-\ I \ �'.�'��,�\ryi" l 7 i \\\ __ ✓ -r' I I 11 L ^( I I \ \__�___ \-- _ // \. __ \P- -UGP ' i �T�Y -� 1 � \ \- \ \ \� �` '�� % 1 ♦♦♦ ,/ _ « 138 \ \ i \ \ \ y I \ I \ ��J \ ♦-- - - - - - -- �� / / / / I�TTE_RNUTIANE- _\---- --_ - --- - ,!' , l�, \ \ \ \ \ \ \\ \\ \\ �� \` \ �t \ G'T �♦ - - - -- - l l - ' / l >/ * / / / T \ -Ifs �-y - 1 \ r/ . I ESAN- - �I \\ \ \ \ \ \ \`� \\ \\W.OAK\ `\r \` /t I I // \ ' -I �^-----_--- _ / \\\ \ \I\ \ \_\\ \ �\\�> �\ \` f! J \' \\\ \ / I I/ \\ \ \\ I� I UG 14 - q. I \•\ \ \\ \ \ \ \ \ y i�\\ \ I` \ SXCAMORE INLET AREA C INLET o AREA C U/I / , 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 \ \ �y \ \ I \ liy\ = - - _ 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 j - - p \ ` \ \ \ \ \ A� \ I \I / \\ \ \ \ \ \ r - - UG OGP� / r f 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 MAPLE \ \ \ ` I I \ ` ` \ \ / \ c \ - - / UG �� 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81 \ _ - _- - \ / 114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 (5r / J l /� � \ \ \ 1 \ / - - ' ` ` - / / 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 / / ,\ I / / I\ 'I\ , - -_ - -_ - - -- -- \` , `�\ --\ � -- / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 / / v / / ,' / ' /' y ' 1 ' r ' / / / `\fir /y'/ i / // r \ \ \ - / _ - - - - - \ \ - _ i ^( 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 / ' /' GA� y� / / , _ _ - - v ' ' \ \ \ �' -� , I 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 loo230 T 1 / I r , / / / ' // , / / / / / 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 �/' ' I / / / _` _ / _ !/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 40 �.,' / /' f J /' ^�//' /' /' ' ' / 1 /' y/I/ /`t \ i���i y_ \ \ - \ \ ' / 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 30 ♦ 32 - \ \ �j� i ' / / \ / J ��' �i ' IrJi'f // \� 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 \ ♦♦- - - \\ \\ I I I *�_ nil 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 0 \ ®\ cR, I UGP �_ / j \ \ �, / \ \ \ \ \ ` - - \ - _ / 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 _ _ _ ' +�-�� Ir \ \ 1 \ / / / _ - \ \ \ / / /_ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 io .10 - - \ \ \ \ \ \ \ 144E 0.12 0.72 212 0.03 0.78 416 0.08 0.50 234 y#�{ � 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 1 0000 /148 007 074 216 014 079 418 009 068 10 0 I I %7 ' _- 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 to 41 - - - /t% , _/ / 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 4` \ _ - \-\ _ - \ \� OG _ _ _ / 1, / , / / � _ _ \ rn \ \ _ , _ \i/ 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 L �I II I I I 1 1 \ \ // / \ \ 1 \ \ o \ \ \ \ \\\ I I I I ' �i, 154A 0.08 0.73 224 0.06 0.60 508 0.08 0.77 23 J I I ICI I I \ / \ \ �J 1546 0.08 0.71 224A 0.17 0.73 510 1.10 0.41 _ / / \ \ \ \� �/ _/, / / 38 / / 1 I \ L�' / / U___-----/'�' /' \\ \\ \\\ \ \ \\-__---_/'//// // /156 0.11 0.73 224B 0.26 0.57 600 2.35 0.25 158 0.13 0.74 226 0.12 0.76 /Ti 47 SCALE 1 "=50' _ KEY PLAN // TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 AL M E 0 o N � N C > E w v E <LU ww3 Q U . o 3 p LL w o m 0 W L M Qom_ V00 J - i N C7W rvv w - F = X n oa =LL > N F Q o Y � N 00 � M �H O x U 0 F p w w 2 Q z O in 0 0 z O a u U) L w a z O N W W Q p DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' rW V Q I� I Q J W �^' a 0< JLLJo I" I" I Q LL O LL W Q O U" 2 I..L 0 vJ 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.04 L •,�rN�lrrrrrr LM04 PROJECT SoiAhwoMilla9el DESIGNER CG DATE 311912MI LM04 PROJECT Sout Gvilla l DESIGNER: CG DATE 311912UI LM04 PROJECT SoutMvoadJilla l DESIGNER: CG DATE 311912MI f ��pLTH rrr CHECKED UNITS ENGLISH CHECKED: UNITS ENGLISH CHECKU�,ED: UNITS ENGLISH I _ I V I Im Nil III I mill m I I cLtNT W. 2: dS F LET sw Lic. N SIJd! �4[� 3/18/2021 NAL �• ••• MMMEM Ngrr�N�• M E CD 0 rn U N � N 0 > E W ai E H-,v1 a V 3 LL O Q jVDMD Z — m, o (9 Lu .w � a 30'x U) W U-) i c ry Z �vaU O'^ c ul HV ,-I 0ON MMMEM Lu a� CDUU M O 0 W IM LW IMM 0 VI DATE > 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE N/A • • W Q J i U) z o w �; Q W O<LLjJ LJ a U LL o w � J z z 0 W u 06 0L w a O O `2 1 ,O V 1 JOB NO. 40919 SHEET NO. C6.05 �������momomm�mmm�mmmm��mmmmmm����.� •r L PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" Ase 3 i) RUNO COEFF. "C" 4 i) CA INLET TIME Mivma ] I) RAIN FALL Iv.Mr 8 i) RUNOFF INVERT ELEVATION LENGTH dP' e T Ft 12 i ) SLOPE FL!Ft. 13 i ) SIZE (M. For ID Spao.4tise) Iv. 14 i ) SHAPE Numbs dP' ex T st CaP Y CFS Is i ) Friction 9 e oV FL!Ft. NORMAL FLOW FLOW TIME INCRE- CCUMU MENU -LATE REMARKS Mwmes Mivvtes 1] 18 (IT) I ) i ) INC1iE- MENT 5 i) CCUNI- ULATED I� Lasal CFS Totd Q CFS 9 i) UPPER END 10 I ) LOWER END ll i ) D the N Flow. dv FL Arend Flow, A. S9Ft Tom Ft V. FVSs 16 i ) Ev FL REFERENCE 1 1) STA. REFERENCE 2 i) SEA. ]o] ]02 ]m DOD ooD ooD sDD ooD ooD ]ea9 4o9.n 409.W a7sa oola9z 36 chews 1 saw oouso z.n s4] o9D lao] sea oob sob ]03 ]04 ]OZ aoD OW a50 515 619 a00 43 ]6 41083 409-81 6]]1 a01506 30 CJrWa 1 5453 a01010 1]0 354 0]3 1235 406 009 6JA ]Os ]Ofi ]04 a0] OY1 a05 a50 506 621 ao0 1399 41863 41 L43 8998 a08W2 24 Chcola 1 6933 aW340 O61 a81 035 1]2] 524 009 615 ]0] ]O8 ]Ofi a05 0]0 a04 Oa5 596 624 a00 1369 422.80 42L02 ]IW a0250] 24 Chcola 1 3880 aW320 082 121 044 1128 280 011 606 ]G9 ]]0 ]O8 a03 0]4 a02 Oal 5]9 629 ao0 259 43210 42]94 9251 a0449] LS Chcola 1 1484 aW140 035 029 020 908 164 01] 596 ]]] ]]2 112A a18 0]] a14 030 544 640 ao0 L9L 43]93 43220 11453 a05W3 LS Chcola 1 I565 a0W80 030 022 01] 865 lab 022 566 ]]]A ]]2A ]]0 013 0]2 a09 039 562 488 000 23] 44084 43803 5622 a04998 LS Chcola 1 I565 a0D120 033 026 OL9 919 164 010 5]3 ]]3 ]]4 ]]2 008 0]0 a06 a15 521 64] 000 IW 44512 44094 836 a04998 LS Chcola 1 I565 a0D010 021 014 OL3 )IS lol 020 541 ]]s ]]fi ]]4 013 0]s a10 a10 SW 654 000 062 44830 445Y2 ]690 a04DD5 LS Chcola 1 1401 a0DD10 018 011 011 5]4 069 OY2 522 ]]9 ]20 ]O8 UW a0D a0D SW 000 1119 424a3 42290 bla3 a02491 18 Chcola 1 1]96 a01010 086 104 041 1a12 164 010 510 ]2] ]28 ]w aoD a0D 488 85] 426 000 2)]5 41912 41800 2]95 a04DD] 30 Chcola 1 8895 a0D410 096 1]3 052 I601 494 003 860 ]29 ]30 ]28 DOD aDD 4JS8 851 558 OOD 2]]5 43038 42788 6256 aD3996 30 Chwla 1 8883 aooaID 096 1]4 052 16 DD 493 00] 85] ]3] ]36 ]30 010 0]I aW 4B8 8a6 559 OOD 2]]5 43219 436 ]3 3D94 ao148] 30 Chwla 1 54-19 aooaID L2] 250 063 111D 318 005 851 ]33 ]34 ]36A 028 O56 Ulb Ulb 50D 654 OOD 1Dl 4385] 43]90 4459 aol5o3 Is Chwla 1 858 aDDD20 029 OYl 01] 4]D obi 016 516 ]35 ]36A ]36 006 0]3 ao5 D25 530 644 a0D 161 43]BO 43]29 5116 aoo99] Is Chwla 1 699 aDDoSD 041 a35 023 462 0]4 018 Sag ]35A ]32 ]36A o0] OB ao5 op5 50D 504 OOD D24 4388] 43838 482] aDID15 Is Chwla 1 ]OS aDDDDD 016 a09 010 26-I 02] 030 530 ]3] ]38 ]36 aD4 0]4 003 156 528 645 000 1020 43955 43860 5520 o0D996 24 CuWa 1 24-46 o0D180 090 13] 04] ]43 1]6 012 540 ]39 ]40 ]38 a]5 041 031 153 550 651 000 999 44o OS 43925 ]943 o010D] 24 CuWa 1 2459 o0D1]0 OE9 135 046 742 1]4 018 528 ]a] ]42 ]40 28] 043 122 122 SDD 654 000 ]99 44251 440-bo 63-3] 002990 IS CuWa 1 1210 001360 0]4 0]6 035 1054 24] 010 550 ]43 144 ]36 aD8 0]6 006 283 ]9] 5]I o00 1652 445 QS 44233 18126 001501 24 CuWa 1 3003 oODa]0 106 169 052 9]9 255 031 828 ]43A 144A ]44H 053 0]2 010 010 SDD 504 OW 048 44364 44331 32 ]0 o010D9 IS CvWa 1 ]03 o0DD00 022 015 014 329 D39 01] 55] ]43H 144B 13fi all 068 a0] 3W 828 432 ao0 1]]A 44223 440-62 10]OJ a01504 24 Chcola 1 3006 a00520 109 U4 053 989 261 018 846 ]45 ]46 144 a18 0 ]] a14 aL4 S W 654 ao0 090 44835 44]59 3824 a0198] LS Chcola 1 98] a00020 025 a18 015 S W a64 O L3 513 ]a] ]48 144 a0] 0]4 a05 263 ]T3 5]] ao0 1538 44635 445 LS 11992 a01W1 24 Chcola 1 2452 a00410 ILS 18] 054 824 220 024 )9) ]49 ]50 148 al] 066 011 258 ]5] 580 ao0 1506 45366 45 L62 10195 a02W1 24 Chcola 1 34-6] a00390 092 142 04] 1065 268 016 ))3 ]s] ]52 150 a13 0 ]4 010 O LO SW 654 ao0 a64 454-16 453 ]6 4a05 a00999 LS Chcola 1 ] 00 a00010 025 a18 O LS 3 55 Oa5 O L9 5 19 ]53 ]54C ]50 UW OOD 225 ]20 453 000 1333 4b198 460-85 4525 a0249] 24 Chcola 1 38 ]3 a0D310 081 119 043 1118 1]5 00] 02] ]53A ]54A ]54B o08 0]4 a06 a06 SW 504 000 031 45999 45961 3)]9 a010D6 LS Chcola 1 Z02 aODDDD 018 011 011 28] 031 OY2 522 ]53B ]54H ]50 ao8 0]1 a06 23] ]2] 451 000 1386 4588] 455 L3 18)03 a020DD 24 Chcola 1 3466 a0D330 088 133 04b IOa2 25] 03o ZS] ]53C ]54 ]SaC Oil 0]2 a08 218 ]12 455 000 1298 463-69 46226 5)06 a02506 24 Chcola 1 3880 a0D290 080 11] 043 1112 1n 009 ]20 ]ss ]sb ]54 Oil OB aD8 aD8 50D 654 OOD DSD 46955 463J9 3]JSD aD2-011 Is Chwla 1 991 aDDD1D 019 a12 012 424 Oa] 015 515 ]s] ]58 ]54 015 0]4 all 2D2 688 598 a0D 1229 469-69 465-85 153 ]9 aD249] 24 Chwla 1 38 ]3 aDDwD 0]] 112 Oat 1D94 263 023 712 ]59 ]60 ]58 olb 0]4 al2 all 50D 654 OOD a]] 4]260 4'Y122 3]]9 aoloo6 Is Chwla 1 ]02 aDDD1D 028 020 01] 3]5 O50 01] 5❑ ]b] ]bu ss o00 00o v9 6]3 act ooD loll 4]523 a]aa9 ezu o0199] za chala 1 3a_63 000zlo on u2 oat v] 225 ols see 1b1A ]bz 1¢A oob o]3 ooa v9 652 aba ooD loll 4]92s a]r;_]a Izb-ea oozooz za chala 1 3a-be 000zlo on u2 oat v] 22s o22 6]3 163 164 ]sz om ou oob oob sDD b5a oDD osb as3ss aszsa alsz ooD99z Is chwa 1 69] o00000 019 0¢ o¢ zs9 Ds3 023 s23 ]65 ]66 ]62 aD2 0]5 002 1]D 633 614 a00 104b 48025 4]936 8743 001018 24 CuWa 1 24]3 o0D190 091 139 04] ]54 1]9 019 652 ]m ]ba ]bb oD2 on ool Lba 623 616 oDD los] aeon asoss azsl ooD993 za chwa 1 24-4z ooD190 osl 139 oa] z46 v] om 633 ]® ]]OA ]68 aDD OOD 028 566 488 000 136 48290 48149 14953 o01D03 18 CuWa 1 1140 oDW10 035 031 021 434 064 OS] 623 169A 1]0 1]OA ol6 O65 0.11 0.11 SDD 504 a00 054 48a50 48356 94.12 a0D999 IS CveNa 1 ]00 oDDDID 0$ 0.16 0.14 338 041 046 54b ]]] ]]2 1]0 aW 0]5 a05 a05 SW 654 ao0 034 48461 483]I 9D_18 a00998 LS Chcola 1 699 ODDDOD OL9 a12 012 295 032 O51 551 ]9A ]72A ]]OA oLJ oJl 012 o1J SSL 491 OW 093 48336 48300 3528 a01@0 LS Chwla 1 JD] 00002D 031 023 018 399 055 oL5 566 20] 202 200 000 a00 2)8 655 46J OW R08 414 DO 41395 1583 a0b001 24 Chwla 1 6o D4 OOOSID oTi IM o49 1646 494 002 65'1 203 202A 204 006 oJJ o05 005 500 654 OW 031 42A-4J 42532 5)56 a01998 LS Chwla 1 989 OODODD OLS o09 010 368 036 026 528 203A 204 204A oDJ oJ2 005 2)8 644 611 o0D R08 42822 42J 61 30a2 a@005 24 Chwla 1 34 JD aDD510 099 I55 OSO IIW 28J o05 648 203B 2lMA 2U2 aoD 000 2]8 548 488 OW R08 41953 41536 695] a05994 24 Chcola 1 60-W aD0510 0]3 IM 040 Ibab 494 00] 655 205 2lM 2U4 a13 0]4 009 009 SW 654 OW O61 42930 428-%4 3082 a01493 IS Chcola 1 855 a0001D 023 015 014 4D4 a48 013 513 20] 208 2U86 a14 0]6 011 24-0 626 616 OW 1504 43a]9 43008 35 ]4 a0198] 24 Chcola 1 3455 000390 092 142 04] lD_62 26] 006 631 20]A 208A 2U86 a19 069 013 013 SW 504 OW O6] 43a]9 43008 3552 a01999 18 Chwla 1 16 D9 aD00DD 021 015 013 45D D52 013 513 2D]H 2Dse 204 oDb oJb oD5 z5s 634 arz o0o Is90 4z99a az8_az sRD9 oD199J za chala 1 3a 63 oDoaaD o9s LaJ oaa to J9 z]6 oro r;_a3 209 210 210H aD9 0]0 aos 224 603 622 OW 1415 43435 43323 5590 aozooa 24 Chwla 1 3469 000350 089 135 046 Io48 160 009 612 2o9A z1oA 21oH oob o a4 0 03 0 03 s Do s o4 000 0 la a3a2s 4339J 3z o0 0 omoo Is chala 1 zoo 0 00000 012 0 ob o os z2s D2o 024 sea 209H 210B 208 aD3 OJJ aoz 229 6�2 4JJ OW 1439 433�3 43096 108 J3 a01996 24 Chwla 1 3462 000360 09D 13) 04] 1051 161 OIJ 629 2]] 212 210 aD3 OJ8 a03 218 598 624 OW 13 JJ 43509 43445 3204 a01998 24 Chwla 1 3464 000330 088 133 046 Io40 256 005 603 213 214 212 aos OJ3 aoa 216 591 626 OW 1362 43601 43520 4045 aozooz 24 Chwla 1 3468 a00320 08J 131 046 103J 254 OOJ 598 vs vb va o12 oJb o09 ola sD4 bs3 00o u9 436@ a3i,_u 3o bo 001993 u charm 1 sae 000mo osz o21 ole ssb oso 009 va 2]] 218 216 D2D 04] ao9 ao9 SDD 654 OW a61 43890 4381] 1512 aoa529 l2 Chcvla 1 821 aDDD3D 018 010 0ll 513 an 004 504 219 220 214 DDJ 0]9 aD6 193 5J9 629 oW 1220 4384D 43632 83aD a02494 24 Chcvla 1 3820 aDD26D 0]] 112 042 ID92 162 0L3 591 22] 222 220 oD5 0]2 aoa 188 ST1 631 OW 1185 43884 43853 ffi]1 aDIDD9 24 Chcvla 1 2462 aDD24D 098 153 049 ]]6 191 00] 5]9 223 224 224H o06 obl a04 053 543 493 OW 296 4453E 4423J 9800 a03000 IS Chwla 1 1212 a00190 042 036 024 816 L45 020 563 223A 224A 224H o O o J4 013 013 5 00 5 04 O W a65 44LP8 4W98 29 ]9 a0100] IS Chwla 1 J 02 a00010 026 018 015 35J o 45 014 5 14 223H 224H 222 026 OSJ o15 081 563 488 OW 395 440-88 440-06 4095 a02W2 IS Chwla 1 99D a00330 OSS 052 029 )62 L45 009 SY2 225 228 226A o L2 o Jb o 09 0 09 5 00 654 OW 058 44J30 446_ZD 29 )9 a02014 LS Chwla 1 993 a00010 021 013 013 4a3 DSL o l l 5 11 225A 226A 224 020 068 a14 023 SLL 651 OW 14J 49b56 44541 5)a2 a02W3 LS Chwla 1 99D a00050 033 025 oL9 5)9 085 OO 528 22] 228 222 aD6 0]J 004 103 545 640 OW 688 440 ]8 44a08 3483 aD2010 18 Cvala 1 1613 oDD360 Ob] oJJ 035 8]D 185 OOJ 552 229 230 228 alb 058 010 098 535 643 OW 649 44186 44a86 49 ]6 aD2010 18 Cvwla 1 1613 o0D330 O66 0]4 034 86D 181 010 545 23] 232 230 D2] 081 022 088 532 644 OW 5]3 442)) 44242 R]I aD19]6 IS Cvwla 1 984 oDD]00 069 069 033 832 1]6 004 535 233 2W 232 D24 039 aD9 a66 513 650 OW 431 444-61 4428J 868] aD2W3 IS Cvwla 1 990 o0D400 058 OSS 030 ]]9 152 019 532 235 23fi 234 122 04] DS] DS] SW 654 OW 3]2 445 ]l 444J1 5694 a01]56 IS Chwla 1 92'1 000290 O55 052 029 ]14 134 013 513 z3] z3s z2a o 00 0 00 o2J s25 4sa o0o Lai 446J2 a4s 4s s329 0 ozom Is chala 1 991 o DDD4o os2 o2s o 19 sJs o sa o La sa3 z39 a.10 z3s vo obb om om sDo 6s4 000 oaa aa72o a16s2 IRsb oozoaJ Is chala 1 fool oDDDDD ale o.0 o.0 ao9 oaa ooa soa u] u2 z3s o2s o J4 021 021 s Do 654 00o Isa oso ss aa9 m s3 os o 01999 Is chala 1 9 a9 o DDD4o osl o2a o is ss3 oso o2s s2s 30] 302 300 a45 081 036 036 SW 654 aW 236 43101 43091 950 a01053 IS Chwla 1 J18 000120 049 045 02] 524 D91 003 503 ao] aoz aoo oDo 00o Log 62J aJ3 00o s6s av2J 43os1 3asz Doom La chala 1 9s9 000z6o osl osJ o39 ss3 Isa ou t;_3a 4Q3 404 404A o6D 069 Oal Oal SDD 654 oW 2]1 43235 4316D 10566 aDD]03 LS Chwla 1 58] aDD160 O6D 058 03D 469 094 038 538 4Q3A 404A 402 015 056 aD8 DSO 538 495 oW 312 43150 43131 25]5 aDD]ID LS Chwla 1 590 aDD21D O65 064 032 48] ID2 009 54'] 405 406 402 D21 063 a13 059 625 616 oW 369 43237 4320] IODS aD2985 LS Chwla 1 1209 aDD29D 04] 043 026 865 164 002 62] 40] 408 40fi all 058 aD6 Oa6 591 626 oW 288 43852 4324] 17189 aD3499 LS Chwla 1 1309 aDD18D 040 034 022 855 153 034 625 409 410 408 oDD a00 Oa0 581 629 oW 2a9 439@ 43895 38a6 aD2D02 LS Cvahr 1 99D aDD13D 043 03'] 024 672 113 010 591 4]] 412 410 aL4 OSS o08 021 524 64J oDD 138 44095 43982 5658 a0199J LS Cuwla 1 989 a0W40 032 024 019 568 082 o1J 540 4]]A 412A 412 DLL oJb a08 a08 500 504 oDD Oal 44225 44L31 4)12 a01995 LS Cuwla 1 988 aOWW oO o10 all 39) 042 020 520 413 414 412 008 oJl a06 a06 500 654 oDD a36 44U9 44L05 3682 a02010 LS Cuwla 1 992 aOWW alb o09 010 383 039 alb 516 415 4168 410 0 00 a00 a18 S JL 4 86 o DD 1 11 49b38 444-W 4) 62 a04998 LS Cuwla 1 LS-65 a0W30 023 015 014 ) 3) LO) all 5 81 4]] 418 416 a09 068 a06 a13 SO 649 o0D o8J 45L86 45 L43 4316 a00996 LS Cuwla 1 698 a0W20 030 023 018 389 053 oL9 536 4]]A 41fi 416A a0] 053 aoa al] 536 495 oW 10] 45133 45101 3238 aDD988 IS Cvwla 1 696 aDDD20 033 026 019 41D D59 013 549 v]H a16A albs oDl 069 oDl ols s49 asz o0o LR asosl asosJ s39s oDIDDI Is chala 1 zoo 000D3o oaa o2J o2o an om o2z SJI a19 ago als ou obs om om sDD 65a oDD Dab aszso as19s 332J oDlDu Is chala 1 zoo 00000D o2z ola o13 325 Dsa on vJ so]A sooA soo 0 oD o DD o DD s oD o oD s23 aa426 4a32s sorb o D199a la chala 1 la as o oobaD o ao o9s o 39 Rbz ]ss o to vo 505 sOfi 504 aD3 OJI aoz 028 5�8 SOD aW 66) 4J955 4J9W 545) a01008 24 Chwla 1 A)1 000090 OJ4 106 041 828 136 015 533 50] 508 sC6 a4D 064 026 026 SD4 503 aW 655 48016 4J965 5180 a00985 24 Chwla 1 A45 000090 OJ4 106 040 62I1 134 014 518 509 510 508 o Do 0 00 0 0o S DO OOD a00 5 26 483 83 483 44 1958 o01992 24 Chrnla 1 3193 0 00060 O 55 0 )0 0 32 ) 51 l a2 004 5 04 W] fi00 ]b8 ISS 09D 139 139 SW 654 OW 910 4E49 48096 62.63 a01996 24 Chwla 1 3462 000140 OJO 098 039 929 104 011 511 LD-347 PROJECT: Southwood Redevelopment -Villages DESIGNED BY GG 111/1• LD-229 PROJECT: Southwood! Retlevelopment-VillageI Designed by: CG HYDRAULIC GRADE LINE ANALYSIS U1/// Checked: f V F INCIDENCE PROBABILITY 10 Year + STORM SEWER DESIGN COMPUTATIONS LOCATION_ � COUNTY: Chadottesmile Checked by: ` 0�S_ STORM FREQUENCY 10 O ?�� 'V & UNITS ENGLISH cLtNT W. 2. �S F LET s� 4 Lk. N . 54380 4[ 3/ 18/ 2021 �V4 4 \ N111111111 M E O O Ot U N Vi N C > E w a E i U N �i Q LL o 3 p LL - wO Q� U00 Z J -N () LD-347 PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG W M 01 HYDRAULIC GRADE LINE ANALYSIS CL > N N d Checked: (.7 W V INCIDENCE PROBABILITY 10 Year _ Z O = T LU o¢ �LL O i C ry Z Fva� O C NS N n N W M d O W H N O 2 (� F 0 W W_ W = Q Q Z 0 (f) DATE 311812021 [) } DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT • CHECKED BY • C. SHIFFLETT • • SCALE N/A • • W J LD-347 PROJECT: Southwood Redevelopm ent- Villages DESIGNED BY: CG > HYDRAULIC GRADE LINE ANALYSIS Checked INCIDENCE PROBABILITY 10 Year ' z LD347 PROJECT: Southwmod Redevelopm enl - Village 1 DESIGNED BY: CG Z O HYDRAULIC GRADE LINE ANALYSIS Checked : I I I H INCIDENCE PROBABILIT 10 Year 1..�..1 W J O z J W ELJ a U LL Uj O w � J Z 7 06 LD347 PRMIECT: Southwood! Retlevelopment-VillageI DESIGNED BY: CG W HYDRAULIC GRADE LINE ANALYSI S - 0/ Checked: 1(..�` Dv ui INCIDENCE PROBABILITY 10 Year ^LL Q L L O O T� i O JOB NO. 40919 SHEET NO. C6.06 INLET OR JUNCFKJN SPA. INVHiI R. IXITFLOW PPE O�FH OF FLOW WTFLOW RPE WILET WATHi SURFACE REV. qA. RR Do (InlnrAl "r^,GN gSOi. Oo (CFSICMS) LENGTH RR Lo (FVM) FRICTION SLOPE, SO, (FTIF� MN) FNCIION LOSS H (FlM) JUNCTON LOSS SURFACE FLOW AtljH 13 H (FIN) YYet SM1apeg7 YM FINAL H (RM) Inlet Water Surtace RevaOon Top of MH Top of IRE[ Rev_ AFPrb1X_ AtljusNent7 Vo mntr. M (RIM) Hi(Repn) a3SMAX. (Vi2f29) SKEW A�gM K Bend H (RIM) Sum HL (RIM) a5 H (WM) Vi V22g (1) (z) (3) (4) (5) (fi) P) (e) (9) (10) (tA (12) (13) (74) (75) (76) (76) (77) (76) (79) 300 437.970 302 430.910 1.25 431.910 15 2.355 9.50 0.00118 0.011 5.241 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.707 2.355 0.739 YES 0.069 0.067 437.997 432.770 O.K. INLET STA INV6R R C�IH OFRON WIlET WAl H3 IX4. RFE CESIC>1J pSCH. LfNGRI @£ FflCIICN SLq£, SYo RdCICN L�5 JUNCIICN LOSS AtlA Ht (IVM) InM (FVM) (fYM) hM 9tva5on Topd FH ARISIX [s.-) HI(Enpn)SKEWBntlSumSIIfSAO=t3SIQIrg?a5fTNLWalaToporletORst�xx�RCRWTfiIXNWIfiONSURFACEDJmLo(Fi/FDH!VIVrX293TMAXA�19eKHHLRQYHIHIHSurlaeJUNCTKMJRFERIECiN(ln/nm)(ffS�CMS)(RM)(M'hl)(R4+1) (VP/dJ) (lilht) (NM) YM (1) (2) (3) (4) (5) (6) n) (8) (9) (10) (11) ry2) 03) (14) US) (16) O6) 0]) (18) (19) 400 432 290 602 630.970 7.50 432290 18 5653 38.92 0.00256 0.100 5.829 0.732 8853 1.763 0407 00 0.00 0.000 0.539 OOW 0.539 YES 0269 0.370 432660 437.620 O.K. 4% 632.0]0 7.25 d33.070 15 3890 10.05 0.00291 0.029 8853 0.297 8.554 7.7% 0.398 00 0.00 0.000 0.888 0.813 0.895 YES O447 0477 d33.5d7 d36.910 O.K. 4% d32670 1.25 633.56] 15 2.6A 172.69 0.007]7 0.305 6.554 0284 8.777 0.701 0245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.285 0.570 438.918 445.6W O.K. d70 d38.950 7.25 d39.950 75 2669 3848 0.00132 0.057 8.777 0.775 7.3]7 0.844 0295 00 0.00 0.000 0470 O.OW O.QO YES 0.2% 0.288 4d0.236 dd83% O.K. 4788 444.000 1.25 445.000 15 7.110 4782 000028 0013 7371 0211 4.171 0270 0.095 DO 0.00 0000 0.3% 0.000 0.3% YES 0.153 0.185 448805 458.800 0K. 416A 450.370 125 451.3ID 15 1.110 5395 000026 0014 4.171 O1186 4.103 D281 0.091 00 0.00 0000 0.159 OON 0.159 YES 0.060 0094 451484 45a 060 OK. 416 451.010 125 452010 15 1066 3238 000024 0008 4.103 OOBS 3tltl6 0239 0082 0.0 0W D000 0.147 0.193 0.147 YES 0074 0082 452092 458020 OK. 418 451 a30 125 452430 15 0873 43.16 000016 0007 SB% 0059 3247 0.164 0057 0o Dll(1 0000 0.116 0415 0.151 YES 0075 D1182 452512 456710 OK. 420 451.960 125 452960 15 0458 3327 000004 0001 3247 0041 0000 0000 O1X10 DO DIXI D000 D041 D458 D053 YES 0027 D026 452988 458560 OK. 4WA 431.310 125 432660 15 3.118 zG.75 000208 0056 4873 0092 4.666 0341 0.119 DO Dll(1 DIXp 0212 D410 D212 YES 01% 0.161 432821 437240 OK. 404 431 fi00 125 432821 15 2708 106 fib 000157 0.167 4688 0085 0000 OgXI OOW aD Dll(1 D000 0085 2]O6 0.111 YES D%5 0222 433.043 436.490 OK. 412 439.ffi0 125 440.820 15 138M1 56.58 000041 0023 5684 0.125 5970 0245 0086 oD 000 0000 0211 0504 094 YES 013] 0.160 441266 445.970 OK. 414 441.C60 125 442050 15 0360 36.82 000003 0001 5833 0057 OOW 0000 OOW 00 000 0000 005] 0360 00]4 YES D03] 0038 442088 446240 OK. 412A 441.310 125 442310 15 0408 47.12 000004 0002 5970 0061 OOW 0000 0000 aO 000 0000 0061 0408 0080 YES D040 0041 442423 449.tW0 OK_ INLET OR JUNCTION 9TA. INVHi] a. WTFLOIN PPE ORrIH OF FLOW WTFLON RFE IXIRET W1TBi SUfSAOE aN. q4. RFE W (INnm) CF9GN OSOH. Oo (CFSIOJS) LRJGIH RFE L. (RN) FRIC110N SLCFE, go (FilFO (MM) FIa[;IION LG59 H (FIN) JIMC90N LOSS SIFFACE FLOJ✓ Atlj.H 13 H Iweq Inlet SM1apng7 YIN 0.5 H (RIM) FINAL H (Ff4A) Inlet Wh[er 9Jrtace Beva[bn Top of NO Top of hk[ Bev. AFRIOX tlluslrrenl7 Vo GopV. Ho (FVhI) Vi ViR/2g Hi(&pn) 0.35T14X. (VP/29) SKRN Angle K Bentl H (RM) Sum Fi lFuhp 1 4 5 8 10 11 12 13 14 15 1 1 1 1 1 100 412.330 102 409.000 3.00 412.330 36 76.887 47.58 0.01184 0.563 14.068 0.768 12399 2368 0.829 0.0 0.00 0.000 1.597 0.000 1.597 YES 0.799 1.362 413.692 415.000 O.K. 104 409.810 2.50 413.692 30 43.764 67.71 0.01014 0.687 12.349 0.592 23.264 8.404 2991 0.0 0.00 0.000 3.533 0.000 3.533 YES 1.767 2.453 416.145 416.170 O.K. 122 411.220 1.50 416.146 18 41.110 19.fi6 0.16011 3.148 23.264 2101 0.000 0.000 0.000 0.0 0.00 0.000 2.101 0.000 2.101 YES 1.%0 4.198 420.343 422.750 O.K. 106 411.430 2.00 416.145 24 13.992 89.% 0.00341 0.307 17.271 1.158 11.283 1.977 0.692 0.0 0.00 0.000 1.850 0.2% 1.850 YES 0.925 1.232 419.239 432.440 O.K. 108 421.020 2.00 422.620 24 13.694 71.00 0.00326 0.232 11.283 0.494 10.717 1.783 0.624 0.0 0.00 0.000 1.118 0.237 1.118 YES 0.559 0.791 423.620 432.850 O.K. 110 427.940 1.25 428.940 15 2.592 9251 0.00143 0.133 9.084 0.320 9.193 1.312 0.459 0.0 0.00 0.000 0.780 0.145 0.780 YES 0.390 0.522 432.454 437.000 O.K. 112A 438.030 1.25 439.030 15 2.3% 56.22 0.00119 0.067 9.1% 0.328 8.646 1.161 0.406 0.0 O.OD 0.000 0.739 0.454 0.739 YES 0.%7 0.434 441.768 443.190 O.K. 112 432.200 1.25 441.168 15 1.912 114.53 0.00078 0.089 8.646 0.290 7.153 0.794 0.278 0.0 O.OD 0.000 0.568 0.909 0.739 YES 0.369 0.459 441.627 445.910 O.K. 114 440.940 1.25 441.940 15 1.003 83.63 0.00021 0.018 7.153 0.199 5.741 0.512 0.179 0.0 0.00 0.000 0.376 0.362 0.497 YES 0.246 0.263 445.334 449.790 O.K. 116 445.220 1.25 446.220 15 O.fi21 76.% 0.00008 0.0% 5.741 0.128 0.000 0.000 0.000 0.0 0.00 0.000 0.726 0.627 0.7% YES 0.%3 0.089 446.479 453.350 O.K. 120 422.%0 1.50 424.100 18 11.1% 61.43 0.01011 0.621 10.717 0.446 0.000 0.000 0.000 0.0 0.00 0.000 0.446 0.000 0.446 YES 0.223 0.844 425.267 432.970 O.K. INLET OR JUNCTION STA. INJ Hit R. WTROW RR O�1H OF FLOW IXRROW RR IXRLEr WATER SURFACE REV. qA. RR W (INnrAI DESIGN gSCR Oo (CFS�QAS) LENGTH RR Lo (FVM) FRG6gJ SLOPE, Sfo (FTIFD Bob) FiLCIIgJ LOSS H (FVM) JIMCIXIN LOSS SURFA RW✓ Atlj.H 13 H (R/M) Inlet SM1apng? YM OS H FINAL H Inlet Wafer Surface Revalion Top of MH Top Nlnlet EEv. APfTY]%. tljus9reN'1 Vo Centr Fb (FVhI) Vi V�Z2g Hi (Expo) a351MX. IV p29) SKWV Angle K Rentl H (Rlkl) 9/m HIT (RIM) lwM) IFuu) (1) (2) (3) 14) (5) (6) (� (6) (9) (10) 111) 172) 113) I74) 175) I76) I76) (77) I76) 179) 12fi 420.750 126 418.000 2.50 420.750 3p 27.754 27.95 0.00408 0.114 16.010 0.995 15.%5 3.973 7.390 0.0 0.00 0.000 2.365 0.000 2.3% YES 1.793 7.307 422.057 437.500 O.K. 130 427.880 2.50 429.880 30 27.754 fi2.% 0.00408 0.255 15.%5 0.993 11.104 1.915 0.670 0.0 0.00 0.000 t.fi63 0.000 7.663 YES 0.832 1.087 437.340 446.920 O.K. 136 436.730 2.50 438.730 30 27.754 30.94 0.00408 0.126 11.104 0.479 9.894 1.520 0.532 0.0 0.00 0.000 7.077 0.397 7.077 YES 0.5% 0.632 439.362 046.770 O.K. 144 442.330 2.00 443.930 24 16.522 181.26 0.00475 0.%1 9.7% 0.372 8.242 1.%5 0.369 0.0 0.00 0.000 0.741 0.3% 0.741 YES 0.370 1.232 4W.109 454.810 O.K. 148 445.150 2.00 446.750 24 15.375 119.92 0.00411 0.493 8.242 0.264 10.648 1.761 0.616 0.0 0.00 O.ODO 0.880 0.377 0.880 YES 0.440 0.933 447.683 058.700 O.K. 150 451.620 2.00 453.220 24 15.064 101.95 0.00395 0.403 10.648 0.440 11.184 1.942 0.680 0.0 0.00 O.ODO 1.120 0.638 1.120 YES 0.560 0.963 454.582 060.860 O.K. 154C 460.850 2.00 462.450 24 13.330 45.25 0.00309 0.140 11.184 0.4% 11.120 1.920 0.672 0.0 O.OD O.ODO 1.158 O.00D 1.158 YES 0.579 0.719 463.169 468.240 O.K. 154 462.260 200 463.%0 2A 12%1 57.06 0.00293 0.167 11.120 0.480 10.990 1.%8 0.%0 0.0 0.00 0.000 1.130 0.345 1.130 YES 0.5% 0.733 464.5% 470.950 O.K. 158 4%.BW 200 467.450 24 122% 153.79 0.00263 0.404 70.990 0.465 9.765 1.481 0.518 0.0 0.00 0.000 0.%3 0.676 0.983 YES 0.491 0.8% 470.469 478.640 O.K. 167A 473.4% 200 475.090 7A 10.910 87.11 0.00207 0.180 9.765 0.370 9.774 1.483 0.519 0.0 BOB 0.000 0.889 0.000 0.889 YES 0.445 0.625 476.001 483.300 O.K. 162 476.740 200 478.340 24 10.910 12b.88 0.00207 0.263 9.774 0.371 7.592 0.883 0.309 0.0 0.00 0.000 0.680 0.192 0.680 YES 0.340 0.603 480.051 4%.620 O.K. i66 479.360 200 480.960 24 10.461 87.43 0.00190 0.167 7.542 0.221 7.456 0.863 0.302 0.0 0.00 0.000 0.523 0.092 0.523 YES 0261 0.428 481.388 491.970 O.K. 168 480.350 200 481.%0 24 10.369 42.31 0.00187 0.079 7.456 0.216 9.289 1.390 0.469 0.0 0.00 0.000 O.fi85 0.080 0.6% YES 0.342 0.422 482.372 491.640 O.K. 170A 481.400 1.50 482600 18 1.%0 149.53 0.00015 0.022 4.343 0.073 3.%9 0.247 0.0% 0.0 0.00 0.000 0.160 0.000 0.160 YES 0.080 0.102 483.250 4%.880 O.K. 170 483.560 1.25 484.560 15 0.539 94.12 0.00006 0.006 3.379 0.044 2.%0 0.135 0.097 0.0 0.00 0.000 0.092 0.539 0.119 YES 0.060 0.0% 484.735 488.420 O.K. 172 483.710 1.25 484.735 15 0.340 %.18 0.00002 0.002 2.950 0.034 0.000 0.000 0.000 0.0 0.00 0.000 0.034 0.340 0.044 YES 0.022 0.024 484.797 489.010 O.K. 138 438.600 2.00 440.200 24 10.198 %.20 0.00181 0.100 7.432 0.214 7.423 0.856 0.299 0.0 0.00 0.000 0.514 0.2% 0.514 YES 0257 0.357 440.557 447.900 O.K. 140 439.250 200 440.%0 24 9.992 79.43 0.00174 0.138 7.423 0.214 10.536 1.724 O.fiO3 0.0 0.00 0.000 0.817 1.9% 0.817 YES 0.409 0.547 441.397 445.030 O.K. 142 440.600 1.25 441.600 15 7.994 63.87 0.01364 0.871 10.5% 0.431 0.000 0.000 0.000 0.0 0.00 0.000 0.431 7.999 0.560 YES 0.280 1.151 443252 449.240 O.K. 136A 437.2% 1.25 439.362 15 1.605 51.16 0.00%5 0.028 4.624 0.083 4.695 0.392 0.120 0.0 O.OD 0.000 0.203 0.303 0.203 YES 0.101 0.130 439.491 444.610 O.K. 134 437.900 1.25 439.491 15 1.014 44.59 0.00022 0.010 4.695 0.0% 0.000 0.000 O.ODO 0.0 O.OD O.ODO 0.086 1.014 0.111 YES 0.056 0.0% 439.556 443.560 O.K. 1448 440.620 2.00 442.220 24 17.243 107.07 0.00517 0.554 9.894 0.380 3.285 0.168 0.059 0.0 O.OD O.ODO 0.439 0.306 0.439 YES 0219 0.773 443.316 449.230 O.K. 144A 443.310 1.25 444.310 15 0.484 32.70 0.00005 0.002 3.285 0.042 0.000 0.000 O.ODO 0.0 O.OD O.ODO 0.092 0.489 0.054 YES 0.027 0.029 444.339 449.610 O.K. 146 447.5% 1.25 446.590 15 0.8% 38.24 0.00017 0.007 4.999 0.097 0.000 O.ODO O.ODO 0.0 O.OD O.ODO 0.097 0.8% 0.126 YES 0.063 0.070 448.660 459.880 O.K. 152 453.760 1.25 454.760 15 0.635 40.05 0.00009 0.003 3.547 0.049 0.000 0.000 0.000 0.0 O.OD O.ODO 0.099 0.635 0.063 YES 0.032 0.0% 454.7% 460.8% O.K. 1548 455.130 2.00 456.730 24 13.%3 187.03 0.00334 0.626 10.417 0.421 2.873 0.128 0.095 0.0 0.00 O.ODO 0.466 0.257 0.4% YES 0233 0.859 459.750 4%.030 O.K. 154A 459.610 1.25 460.610 15 0.308 37.79 0.00002 0.001 2.873 0.032 0.000 0.000 0.000 0.0 0.00 O.ODO 0.032 0.308 0.042 YES 0.021 0.022 460.632 4%.570 O.K. 1% 463.7% 1.25 464.790 15 0.504 37.80 0.00005 0.002 4.238 0.070 0.000 0.000 O.1700 0.0 0.00 0.000 0.070 0.504 0.097 YES 0.045 0.047 464.837 477.430 O.K. 160 472.220 1.25 473.220 15 0.765 37.79 0.00012 0.005 3.753 0.055 0.000 0.000 0.000 0.0 0.00 0.000 0.055 0.765 0.077 YES 0.036 0.040 473.260 479.720 O.K. 164 482.940 1.25 483.940 15 D.asD 41.32 0.00003 0.001 2.993 0.035 0.000 0.000 0.000 0.0 0.00 0.000 0.035 0.3fi0 0.045 YES 0.023 0.024 463.969 4%.030 O.K. 600 480.9fi0 2.00 482.560 24 9.097 fi2.63 0.00144 0.090 9.289 0.335 0.000 0.000 0.000 0.0 0.00 0.000 0.335 9.097 0.435 YES 0.278 0.3% 462.970 487.290 O.K. 172A 483.000 1.25 484.000 15 0.929 35.28 0.00018 0.0% 3.989 0.062 0.000 0.000 0.000 0.0 0.00 0.000 0.062 0.589 0.080 YES 0.040 0.047 484.047 489.900 O.K. 132 438.380 1.25 439.491 15 0.237 48.27 0.00001 0.001 2.6% 0.028 0.000 0.000 0.000 0.0 0.00 0.000 0.026 0.237 0.036 YES 0.076 0.079 439.570 443.200 O.K. INLET IXi JUNLTKJN STA. AVERT R. CIRROW RR DR'FH OF RON IXRROW RR IXRLEr WATER SURFACE REV. qA. RR Do (INnrAI DESIGN gSCH (Jo (CFS�QAS) LENGTH RR Lo (FIM) FRG60N SLOPE, Sfo (FTIFD Bob) FWCIION LOSS H (PIRA) JIMCIX]N LOSS SURFA ROM Atlj.H 13 H (R/M) Inlet SM1apng7 YM hJt Wafer Surface RevaM1on Top of MH Top Nlnlet EEv. APRL�%. tljustrmrrt7 Vo CnNr. Fb (FVM) Vi'22g Hi (Expo) a359M%. (VQ29) SI4_W Angle K Bend H (Rlkl) 9/m HIT (RIM) 05 H (RIM) FINAL H (FfIM) Vi (1) (2) (3) (4) (5) (fi) (� (6) (9) i10) 111) It2) 113) 174) 175) I76) (i6) (77) I76) 179) 200 476.720 202 413.950 2.00 41fi.120 24 17.075 15.83 0.00507 0.080 16.462 1.052 16.456 4.205 1.472 0.0 0.00 0.000 2.524 0.000 2.524 YES 7.262 7.342 477.462 420.700 O.K. 204A 415.3fi0 2.00 417.4fi2 24 17.075 69.57 0.00507 0.353 16.456 1.051 11.002 1.880 0.656 0.0 0.00 0.000 7.709 0.000 7.709 YES 0.855 7.2% 420.260 435.Bfi0 O.K. 204 427.fi10 2.00 429.210 24 17.075 30.42 0.00507 0.154 11.002 0.470 10.788 1.807 0.633 0.0 0.00 0.000 1. t02 0.377 7.702 YES 0.557 0.7% 429.976 439.770 O.K. 20fi 426.640 1.25 429.91fi 15 0.608 30.82 0.00008 0.002 4.035 0.063 0.000 0.000 0.000 0.0 0.00 0.000 0.%3 0.606 0.082 YES 0.047 0.044 429.959 435.0% O.K. 202A 426.320 1.25 429.916 15 0.314 57.% 0.00002 0.001 3.675 0.052 0.000 0.000 0.000 0.0 0.00 0.000 0.%2 0.374 O.Ofi6 YES 0.030 0.035 429.957 433.280 O.K. 206B 426.620 2.00 430.420 24 15.897 58.09 0.00440 0.255 10.788 0.452 10.616 1.750 0.612 0.0 0.00 0.000 1.064 0.226 7.069 YES 0.532 0.788 437.206 436.260 O.K. 206 430.060 2.00 431.fi80 24 15.044 35.74 0.00394 0.141 10.616 0.437 10.511 1.716 O.fi00 0.0 0.00 0.000 1.036 0.659 7.036 YES 0.519 0.660 432.340 437.730 O.K. 210B 430.9fi0 2.00 432.560 24 14.365 108.73 0.00360 0.392 10.511 0.429 10.480 1.705 0.597 0.0 0.00 0.000 1.026 0.770 7.026 YES 0.573 0.900 434.029 440.350 O.K. 210 433.230 2.00 434.830 24 14.147 55.90 0.00348 0.195 10.480 0.426 10.397 1.679 0.587 0.0 0.00 0.000 7.074 0.373 7.074 YES 0.507 0.702 435.532 447.830 O.K. 212 434.450 2.00 436.050 24 13.774 32.04 0.00330 0.106 10.397 0.420 10.372 1.670 0.585 0.0 0.00 0.000 7.W0 0.756 7.004 YES 0.502 0.608 436.658 497.670 O.K. 214 435.200 2.00 436.800 24 13.618 40.45 0.00323 0.131 10.372 0.418 10.916 1.%0 0.648 0.0 0.00 0.000 7.W5 0.275 7.0% YES 0.533 0.663 437.463 442.430 O.K. 220 436.320 2.00 437.920 24 12.204 83.40 0.00259 0.216 10.916 0.463 7.761 0.%5 0.327 0.0 0.00 O.ODO 0.790 0.359 0.7% YES 0.3% 0.617 439.772 445.620 O.K. 222 438.530 2.00 440.130 24 11.845 30.71 0.00244 0.075 7.761 0.234 8.700 1.175 0.411 0.0 0.00 0.000 0.645 0.246 0.645 YES 0.323 0.3% 440.528 445.350 O.K. 228 440.080 1.50 441.280 18 6.680 34.83 0.00360 0.125 8.700 0.294 8.603 1.149 0.402 0.0 0.00 O.ODO 0.6% 0.287 0.6% YES 0.348 0.473 447.753 445.5% O.K. 230 440.660 1.50 442.%0 18 6.399 49.76 0.00331 0.164 8.603 0.287 8.321 1.075 0.376 0.0 0.00 0.000 0.664 0.669 0.669 YES 0.332 0.4% 442.556 447.620 O.K. 232 442.420 1.25 443.420 15 5.730 17.71 0.00701 0.124 8.321 0.269 7.794 0.943 0.330 0.0 0.00 0.000 0.599 7.477 0.779 YES 0.389 0.573 443.933 448.730 O.K. 234 442.870 1.25 443.933 15 4.314 %.87 0.00397 0.345 7.794 0.236 7.140 0.792 0.277 0.0 0.00 0.000 0.573 0.5% 0.573 YES 0.256 0.602 445.787 449.970 O.K. 23fi 444.710 1.25 445.710 15 3.716 %.94 0.00295 0.168 7.140 0.198 0.000 O.1100 O.1100 0.0 0.00 0.000 0.798 3.776 0.257 YES 0.129 0.2% 446.2fi0 450.740 O.K. 208A 430.080 1.W 431.280 18 0.671 35.52 0.00004 0.001 4.500 0.079 0.000 0.000 0.000 0.0 0.00 0.000 0.079 0.677 0.702 YES 0.057 0.052 437.332 437.260 O.K. 210A 433.970 1.25 434.970 15 0.1% 32.00 0.00000 0.000 2.250 0.020 0.000 0.000 0.000 0.0 0.00 0.000 0.020 0.736 0.026 YES 0.073 0.073 434.983 440.340 O.K. 216 436.110 1.00 437.463 12 1.189 30.60 0.00099 0.030 5.555 0.120 6.128 0.583 0.204 0.0 0.00 0.000 0.324 0.567 0.427 YES 0.277 0.247 437.709 442.7� O.K. 216 438.170 1.00 438.970 12 0.608 16.12 0.00026 0.004 6.128 0.146 0.000 0.000 0.000 0.0 0.00 0.000 0.746 0.6% 0.7% YES 0.0% 0.0% 439.089 443.900 O.K. 224B 440.Ofi0 1.25 441.Ofi0 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.158 1.033 0.362 0.0 0.00 0.000 0.567 0.776 0.587 YES 0.2% 0.430 447.4% 446.840 O.K. 224 442.370 1.25 443.370 15 2.%1 %.00 0.00187 0.183 8.158 0.258 5.792 0.521 0.182 0.0 0.00 0.000 0.447 0.776 0.447 YES 0.220 0.404 445.737 450.600 O.K. 22fi4 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 0.697 0.306 YES 0.759 0.780 446.8% 452.630 O.K. 228 44fi.700 1.25 447.700 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.0% YES 0.049 0.052 447.752 453.320 O.K. 224A 440.980 1.25 441.%0 15 0.645 29.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.000 0.050 0.645 0.069 YES 0.032 0.035 442.075 447.320 O.K. 236 445.450 1.25 446.450 15 1.434 fi3.29 0.00044 0.028 5.753 0.128 5.633 0.493 0.172 0.0 0.00 0.000 0.307 0.000 0.307 YES 0.750 0.778 447.047 453.4fi0 O.K. 242 449.0% 1.25 450.090 15 1.341 83.05 0.00038 0.032 5.633 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.723 7.347 0.ifi0 YES 0.080 0.772 457.%7 456.900 O.K. 240 44fi.820 1.25 447.820 15 0.438 18.% 0.00004 0.001 4.092 0.065 0.000 0.000 0.000 0.0 0.00 0.000 0.065 0.438 0.0% YES 0.042 0.043 447.663 457.720 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 RoadLength 100 Sface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE! ft Time of Concentration 5 Shldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 ft 452.86 ft 121.9 ft 7.88% 0 0 It _ ______�_________________________________________________ Hwi - ------------- DEPRESSION "n" Bed __ ___________ 0 in. 0.013 Stream Bed ""__________________ _____________ Elo= H Tll'DEPTH TR' TW VEL. Channel lnv.El.. 443.25 ft 0.27 3.25 443.25 ft fps It R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL FLOW PEI HEADWATER CALCULATIONS CONTROL MINIMUM INLET CONTROL OUTLET CONTROL Smooth Tapered Inlet Throat FLOW Q BARREL Q/N HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D Hwi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Mannrngs MATERIAL SHAPE Size(in) N cfs cfs ft ft ft It It 8 ft 8 It ft fps ft n Concrete Circrar 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 1 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1.96 0.08 454.82 1 0.30 1.24 1.37 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation ft Flow depth It Velocity fps Shear force PSI Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, It Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 456.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, ft 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= HWID 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 SouthwoddRedewopment-Village 1 ROAD COUNTY Albemarle(Zone2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Method: RATIONAL Roadway Width 10 Drainage Area: 1.102 Acres SHEET OF UNITS ENGLISH It ROADWAY ELEVAT ION 488.00 It CULVERT DESIGN FORM ID-269 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 ft 19.58 ft 1.99% 0 ° 484.87 ft It _ ______Q________________________________________________ Hwi - --------------- DEPRESSION "n" Bed ____ ------------�_-_ 0 in. 0.013 Stream Bed. ------_____ _____________ Elo= Shldr. Elev. Rt.- IF H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 ft 0.55 5.02 483.52 It ft fps ft R.I. (years) FLOW (cfs) 10 Design 5.26 2 Check 2.25 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs 'LOW PEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV It OUTLET VEL fps MINIMUM SHOULDER ELEV. It COMMENTS INLET CONTROL OUTLET CONTROL Single/Multiple Conforming/ Broken Back Culverts HWi/D HWi It FALL It ELHWi It TW ft do It (dc+D)/2 It ho ft ke H It ELHWo It MATERIAL SHAPE Size (in) N Mannutgs It Concrete Circular 24 1 0.01 5.26 5.3 0.59 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.06 484.78 484.87 7.49 2.25 2.3 0.44 0.73 0.08 484.43 0.40 0.52 126 126 0.20 0.01 484.58 484.58 5.85 6.62 6.6 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 0.20 0A0 484.87 1 485.03 1 8.00 Broken Back Culvert TAILWATER DATA: TAILWATERRESULTS: ROADWAYDATA: ROADWAY OVERTOPPING: LENGTH Elev. SKEW O Channel Shape Triangalar 'In" 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Streaz farce PSI Roadway Width, ft 10 Discharge Overtopping Discharge cfs CfS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (H:1V) Side Slope Rt: (H:1V) Channel Slope, Wit 0.00 Surface Type PAVED 3.00 Design 484.07 0.55 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 1 3.09 Max 0 0.00 'In" TECHNICALFOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) (2) HWi/D =HW/D 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 S UBS CRIPF DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HIM IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 WZU;1AL S_;G;P M E 0 0 U N � N 0 > E w ai E w w 3 U. 03 p U. 0 wO `mom O W L M ¢�_j U00 W J -N M � z W W � 30'X to LL to _ N X >� F ¢ °rn N � M W J � H M O X 0 0 O F 0 w w_ U U ¢ z O M 0 0 Y z O a_ U U LU W 0 z O N w w H ¢ DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W V J uJ I� 2!vzJ / LU O 0 Q 2 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 TH II ( I — I-------------- I I \\`\ — — — — — — 00 °0 0 0 000 1 I \ / ° ° + \\ I I 00 0000 01 1 I ° ,00 / 01 000 O 0 - - - - - - - - - - - - -7-1t O _) ------- - - -------------- - - - - - : --:: - ------------ u------ o O 0�) o / o \ I o �VDOT-SIGHT y 0 / / o \ \ �° DISTANCE F / 0 1 0 \ \ \ \ / I EASEMENT ° 0 1 / 00 \ \ / + O1 \ — + O 0 o / +l ° + / o �. /0 �0 / ° + o 0 / / 0 - 0 0 _ O o 1 ° STREAM BUFFER/ O / 0 o FLOOD PLAIN l �o ' ( ° / \ \ o \ e CONSERVATION AREA l 1 o V° 0 0 o 0 � � + J o° \ \ ° / \ /o / J Oo° / 1 o \ o o o /' / o /O ° ° ° / 0 0 / o o °° o 0 0 0 0 0 0°° ° + vvv v O v v 0 I 0 v v O° I I / // a v v v v v I I v° o° vvv I I \,.�' 0 vvv o I I ° u' r Y Y Y Y Y Y Y i f ctD � �1J CIE: / l• — -----# LEI❑ O I O V \ -7 r I n � -z-7 J a I / o \ o o , ` / 000 0.- - 1111 0\ ' +` o° I I I / °° /O� �I �T 7�1 \0 .0 0 In r7 q 013 _ � \ J ...\ ... O I 1 ° i `� \ ° 0 PRIVATE 20' SANITARY + \ V �V,/ p O <w \ \ �'] L� \\ \ \ n0( . \ \ �` ° o SEWER EASEMENT / ° + D.B. 2984 p. 688 v — O / > \v 7 \ 0 V _ j /� \ ono �\ \\ °\ �\ o 0 0 0 0 0 0�0 O _� / n, o — — — ° o ALE I \ / /\/\� �\ l / I °o �� \ .� —may + / / �i \� /�/ + \ / \ � � o°o E20'SANITARY / 4 1-1/ \ 1 \ o \ 0 0 /NP + ~ . `� �o WER EASEMENT ,� \ 00 + =UF` + + `�� D.B. 2984 p. 688 /� © LEGEND 1 \ \ \ 00 0 0 0 0 0 0 0 0 0 \ -0 v / / e (�/)�/ /' BUFFER DISTURBED AREA n °o oe � °°o \'. moo, O �/a�G, /' vvvv O O° ° 0 \°\�''�0 O O O O O / O ° ° + 0 \ o / O �J / — — — — V / / �,� PROPOSED MITIGATION AREA / O o ° \ \\\ ^ / O I _ i _ G `I /+ ® FOREST SPACE TO BE DEDICATED) U \ ° o O 0 o° ` °00 \` \\\v /, J I / I li ���i ' i/� \ \V✓ / / °0000 0°° °° \ \\ ° I —L—IJ /y/��/ \ J TOTAL DISTURBED AREA 14,880 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,760 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) \ 1 \ °o ` + o�\`\"� ,/ / �� y / / '�, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED / o \ ° �U I \ �% O O /// /I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT 0 °0\\ \ \ If ` ��// I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. O O CLINT W. S F LET Lic. N r 54380 3/ 18/ 2021 1r;S,0;1AL 6%' LmI z O a_ u U In w 0 z O N W w a DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' r-1 W C� 1� � z Q z o W a- C� 0 < �- m 2 W o W w zLL Q � D w ° m DC Q C 0 U) 0 T� i ,0 V 1 JOB NO. 40919 SHEET NO. C6.08 L f� V NLTH UF��� m (o ¢¢ co m co m to m co ¢ co m LO i6 LO f0 rn U) o LO t�,i/J S F LET Y� 0 m 2 0 Cj 2 2 LO Cl) 2 0) V 2 2 co I,- — L O O L ._. co 0 `-' (D L co L L (o � `-' L l0 LL7 0 r r 00 0 00 r M F r r 0) O F r r 0) F r °? 168: DI-2B 6 ft Throat _ _ N q "" N N co m co co Lic. N . S4380 4[ m r N M p � 0) W v rD 0 00 v O V W d) N S O W 0) N W LL7 0) M (V O�NC�D rco c`!4 °No STA 10+37.79 166: DI-3B6ftThroat cD r N C?0?0ram) (D�M� conNM°)°�) N0 L6 cD�vvNm cooN� cD�vvN(°'D c°cc�a)cOcm 3/8/202 mr7v r�NM co y m n(0r N v 007 (0 0) N v rOOM(D v(OM N v Ory m�(DM N v m� W l0 M y M 20 00 00 M Co mN mC9 I- W 2 O I� ComM n n m0 M r- n N O (o N+�F +O��F TOP491.64 STA10+37.79 N+0)��F C?+oF c�+O��F +00�F (�+���F C?+mF N+���F +nvvF 000Z) 2o� O o°0 O Om0 0� O ��°o o� O o �� o r prv0 a vz z 0 INV TOP prvz z 0 prv0 prvz z_ 0 vz 0 Druz_ _z 0 prv0 orvz z_ 0 orvz z 0 N01AL ���� oF0> oF0»> INVIN480.96(601) INVIN480.35(167) �NOFO»> �FO> NCO»> NHO» C6 0>>> 0�0> (ODDHO»> �0»> ������ r(nFz �cnFz z z INV OUT 480.77(167) INV OUT 480.25(165) r(nFz z z cr(nFz cr 0)P co�FZ z �OFz z z cD u) r(nFz z z rcf)P Z 500 500 495 495 485 485 M E 0 0 rn u N � N 0 > E w v E w w 3 Q LL 3 p LL w 0Lu m V 0000 z o — ri O .. rn (7 W N V d w � 30'x cva w oa 6LL o rn i ry z FvaO �' w W M av �w vi M O x c� x F 0 w w w 2 Q Q � z O DATE 311812021 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. SHIFFLETT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN cy) cc cl) 75 Mt qt IL t r t U) CO r 2 M u v 2 �. o 0) r o rn r c S V F F r LO v L (n L L L 7 V O . V (D F (D F r u F r LO 00 (D co (o 00 O (o 00 o rn '9 m 06 NM c,) r- coi o v 150: DI-3B 6 ft Throat o m (Mo ID CD L L co N o , v r o CO _�� v J mo nv °N°r' c v mv�(�� mo�v STA10+40.05 mNo, v mr°ouil� v ° coc�vMia r�vr v nv +(qF ' o )F c)+o'nvF CIt ��oF TOP 460.86 M}°D�F Nc+°VvvF ro�F x+(ovF r+F ❑O(D� ❑0(D 04 0(D� r(0� C4 V V (n ONE �p low (n r� rv0 v? z 0 prv_ _ 0 prv0 INV IN455.13(153B) prvz 0 prvz z 0 w rv0 rvz 0 w 1066 J LO 0Z cLO 0 Z>z ��O>Z> 0 INVIN453.76(151) Iq Z r 0>ZZ oHO> o�OZZ oFZ I --I r cAF_ rcn F— _ _ rlgF_ — _ rcnF_ INV OUT 453.66(149) rcnF_ _ r(AF_ _ _ (D (AF_ (O InF_ _ cn u)_ 475 475 465 465 460 460 L� 0 I w/ z li w Q > w a w J 1 z - of LL_ J O� O J w � m W J a Q > LL O LJ W p O W/ U (n 7 I..L 0O 0 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 `� STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB NO. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 EXISTING GRAD 495 495 PROPOSED GRADE 490 490 SANITARY 485 PIPE 16-15 � 485 2.1' 171 9 .18' OF 169 1 "HDPE 49.53' OF 480 480 @ 1.00% 2.31' OF 65 2 "HDPE 87' 3' OF 1.00% 24 HOPE @ .00% 475 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE \ 1' 460 460 3' MIN. 153A 37.79' OF 15" HOPE 1 38 @ 1.00% 187. 3, OF 455 24" 455 @ 2. 0% 450 450 445 445 490 490 PROPOSED GRADE R 485 WATER 485 2.4� 8" WATER LINE STUB OUT 480 163 _ 480 41.32' OF 15" HOPE @ 1.00% 12618g'i9F 24"HDPE\ 475 @ 2.00° 1 475 161 EXISTING 8% GRADE 24^ DPE _ 470 470 465 465 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE 455 455 151 450 40.05' OF 15" HOPE @ 1.00% 149 101,g5.O 24°H TORM 450 2.00% ` PIPE 501 1.5' 445 119.92' OF 445 24" HDPE @ 1.00% 440 440 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1' \ 470 \ 470 159 37.7 ' OF 15j 15" HOPE 15 •�9'pF 465 @ 1 � 0% 24 � HDp 465 .50� ° 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP SANITARY PIPE 54-53 � 445 STORM 445 PIPE 147 50 50.56' 440 18"R @2.p OF P % EXISTING GRADE 440 435 435 430 430 L It ca r v v 136: DI-2B 6 ft Throat M f� 'NUT" O� of Cl) O 144B: DI-2B 6 ft Throat STA 13+26.58 N (,:) M o co v N . v STA 12+19.51 TOP 446.11 o N r` Cl) 128: MH-1 .�� o m t 00 co m r-- v LO v m o+ F m + v v TOP 449.23 INV IN 440.62 (143B) +' 6 c, STA 14+20.08 ?� CLINT W. Zi 0,0 , o,ov v 2(.)�z D O �• 1 v O O � v z z O INV IN 442.33 (143) INV IN 437.29 (135) g (Lz p TOP 437.50 Gd S F LET s• � O z v F IL > > > INV IN 443.31 (143A) INV IN 438.60 (137) M > > INV IN 427.88 (129) �� u> _ cn P ? z z INV OUT 442.23 (143B) INV OUT 437.19 (131) ' m f ? ? INV OUT 419.12 (127) Lic. N . SIJd! a[] 460 460 3/ 18/ 2021 �4r= 0S00NAL �.•. NqN H0ft ^� E 0 � o N N C > E w ai E H_ w w 3 Q LL o 3 p LL - _ G L ' Cl)m LO ¢_j U000 z 0) 2 mC)bo r L NM Cl) V �N" cN OM Apr cliL L F Cl) v N N d O N r {� v F �... ... d) 1� v...- O N O n (D W N V d O N O � N O �l0[l_� N (OD 0 OD (DLO M W COCD �N I,- O V Z f U 0N7 000 V m('')0 D) V mpa0j�6 M M 7 QOU M m�(0°D co V + CO't 7 H_ O (/� Q (n + � � + (d v � co + [1- (� + 0 t qt C14 C6 + 4 m 240: 12" Basin - Circular Grate 2 "Cr Z Z &vim o o�v� o�az p o�vz p o�vz z z o p��� oO�qt z z o STA10+00.00 Q(L U-) z NQa> oaCL ao<(L �Qa>»> �aa> �Qa>>> TOP451.72 CO 0>>z =�'(n O vU)F_z �(pOz z Cl)�Oz z �v~i�z Z Z z �v�iOz �U)iOz z z INV OUT447.20(239) N(n~-- - F n U) 455 455 450 450 460 460 ° w W M a� 00 O x c� O x 0 w w w H Q 0 010. z i!�:O )t i/) DATE 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 y STR 146 - STR 126 Q STR 142 - STR 136 STR 134 - STR 136A STR 240 - STR 238 io co ca o a M M HORIZ SCALE: 1 "=50' N Q co HORIZ SCALE: 1"=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' .0 F M v VERT SCALE: 1"=5 (o M VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 W _ 136: DI-2B 6 ft Throat N - N o °D o STA 10+99.42 o w C) 104: MH-1 , n ro o O 0 m N ") Dom) m TOP 446.11 °) u) O n M eo v' 122: MH-1 STA 14+78.42 v ON"T N°D(D W r0� V 0) m M � + v co COv INV IN 440.62 (143B) 126A: Cylinder = + N v H _ w m STA 14+58.76 TOP 416.17 O d'� �O V Z Z) 7 ��N p v p a z_ p INV IN 437.29 (135) STA 10+00.00 g � v z p v z p TOP 417.53 INV IN 411.22 (121) M � � > rC', 0O > z > INV IN 438.60 (137) TOP 423.92 � 0» N � o > > INV IN 411.52 (123) INV IN 411.43 (105) 0 J w H ? u> ? - ? INV OUT 437.19 (131) INV OUT 417.90 (125) m H ? z � v) r z ? INV OUT 411.42 (121) INV OUT 410.83 (103) 0 50 460 460 440 440 PROFILE SCALE H4 m \ �_ M / 0 O 2 O) 0) �_ 22 N c) `� 2 LO M N_ co O r O F rn (D N 0) r F N N cD (D N O (D co co 0) (D D) 7 (D O 7 m 00V m�0r N 7 m00) V 2+ MLo 7 7~ mIt to 6't 7 CDOMj EF V Z Z 0 MOIT~ 60O V Z Z 7 N +,� Z~ Cl) vp p<vz _z p O�(LO °DQa» O> O�(L 0 N�o> ono>>> It 0> N(�°zzz 04¢a>>> W NU)O z c-(nHz �OFZZZ N(nHz N(AHZ-Z Q 440 440 460 460 > LLJ a LL J J O LL J w � m W J a Q LL > O W z p O W/ U (n I..L O Ca O 2 ,O V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 JOB No. STR 132 - STR 136A SWM A - STR 104 STR 120 - STR 108 STR 242 - STR 225 40919 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET No. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7.01 EXISTING GRADE 455 � 455 � \ � PROPOSED \ 8" WATER GRADE \ LINE \ \ 450 1' 450 a 145 \ 'a � 445 38.24' OF 445 15" HDPE \ (n 4 143 � � 181.26' OF 24" HDPE � � 440 @ 1.50% 43B N z 440 24" HDR @ 1.50°� SANITARY PIPE 51-11 131 435 � �30.94' 435 P @ 1.50°0 430 430 129 g6.OF 3p� @4oapF 425 425 420 420 21 g1?T 30„�O OF @ 4.00PF 415 415 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ 48.27' OF 15" HDPE 135 51.1&' OF 435 @ 1.00% 15" 435 @ 1.00% EXISTING GRADE 430 430 425 425 -PROPOSED GRADE 450 450 5 445 'MIN. [EXISTING GRADE � \ 8" WATER 1.6' LINE 141 440 63. \ 440 Is. °HOPE 139 @ 3.00/ 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24�' HDPE 435 �4 435 SANITARY PIPE 5 -51 430 430 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 i 425 3' MIN. \ 420 \ 420 STORM 125 IPE 201 177.91 F 123A 1 415 415 @ 0.500 24" HDPE @ 0.50% INSTALL STRUCTURE 126A PER 123 1410 SEDIMENT BASIN DETAIL WHEN 165.78' OF 410 SEDIMENT BASIN TRANSITIONS IN O DRY FOND, MODIFY STRUCTURE PER @ 1 00% FINAL GRADING PLA 121 19.66' OF 24" HDPE @ 1.00% 405 405 PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 � ,LINE 440 133 44.59' OF 435 15" HDPE 435 @ 1.50% 430 430 425 425 PROPOSED GRA E 435 435 EXIS ING GRADE 430 430 8" WA R 5 LINE 425 425 119 6j •43' OF 18^HDPE 420 @2.50% 420 415 415 455 455 PROPOSED GRA E 4' 450 EXIS ING 450 GRA E 239 445 18' 6' OF 445 PE @ 00 440 440 435 435 EXISTING GRADE 455 455 \ \ 3.5' \ PROPOSED GRADE 450 450 241 5'HDp �° 2.00% O 445 237 445 1 '�Hp E 2.00/ 440 440 435 435 L OO M �_ O O r L 2 Q O O �_ O (`7 ^ In Cl) `-' ~ _ 0 0 I� �_ U N O O� , N F _ _ Cl)H 1 O F _ _ O � O F- _ V v M M 00 (O Op (O O p N L6 �� O N V (O V (D 0 V � M r z 0 0 M O O N N CO 0 p N �� 0 0 (0 N ao V N V O V O r m0M V V m(0r (n V m000 m V M(O�°0 V m O M ON V N C,4mMOr N V m V 7� V �06r, �N MO} (o F (? p(fl= + 0 V F M+ OV lfJ V~ IV ❑NV + M V ~ N+ 7 Cl)M V~ _N + N V V �i VM 7 V~ 2+ O V V~ VM 7 V� ��vZ Z C]ra0 O�Vz_ O D�Vz O �vz 0 ❑�vz 0 o�az z 0 O�vZ 0 0 av i�oF(A Fp> > <> > NH9> O > Qa�a > > (L� Q > �» >> H-Z Z v)Fz z (nHz �> �IUP ) Z z zH-z �P Arc; \ 450 450 >15 �69 445 0 445 @4 DpF 3' IN PROPOSED 00% 83 113 63 GRADE 16" 1 @ Sy�A 00 440 ° 440 SANITARY PIPE 33-32A 171 75622 F \@ 6 Pip \ Oo 435 1 / 435 \ \ EXISTI G GRA 111g1S31q OF \ 600p 430 / / \ 430 i 92. S 09 1S"yOp R \ 8" WATER 4SO%F \ LINE 425 425 It 107 . \ 420 71.0 ' OF 1' 420 24" FIDPE @ 2.50% SANITARY PIPE 6A-6 415 415 9y� S 6110, oA_ 00.O ° 410 410 405 405 d M __0 N E O Cl) NO 00 o W 0rN V O di�00D O =+(fl0.��H v Z p - m +(rimer CD v p EW-1 for 27" or 30" Pipe _Z Z r100: aQa > > NQw> 0z > I STA11+15.29 �a)�z z z o z INV OUT 409.00 (101) A'An A'An 425 425 420 420 PROPO ED GRADE 415 415 EXISTING \ GRADE � 410 410 103 67.71' OF 101 30" HDPE 47.58' 0 \ @ 1.50% 36" HDPE @ 1.50% 405 405 400 400 395 395 m L N H v to o 0 04 m co V + M H CJ proms �O 04 a N m F Z 440 O m G M O II C3H N��N D It Cq N W M °0 eD co m^1, 0 N N V N +) pVj V V V F zzzo o�OZzzZ N v) - - - 440 PROPOSE GRADE 435 435 EXISTING GRADE 3' MIN. 430 11 430 2 425 57X6" OF " HDPE @ 2.00% 425 420 420 415 415 9+50 10+00 11+00 12+00 3+00 116 -STR 104 14+00 15+00 16+00 17+00 9+50 10+00 11+00 STR 104 -STR 100 12+00 9+50 11+50 STR STR 202A -STR 204 HORIZ SCALE: 1"=50' HORIZ SCALE: 1'1 HORIZ SCALE: 1'1 VERT SCALE: VI VERT SCALE: 1'1 VERT SCALE: 1'1 212: DI-313 6 ft Throat 216: DI-3B 6 ft Throat STA 10+87.17 234: 24" Basin - Circular Grate ¢ m STA 10+16.12 TOP 441.87 STA 10+56.94 f0 N N N 0 ¢^ N ¢ N O N 0 m N t (o N 0 (n r N t M M v TOP 442.76 w 0) N INV IN 435.20 (213) TOP 449.97 L M t N - 222: DI-213 6 ft Throat H• N - t N Co " H_ v N INV IN 438.17 (217) INV OUT 435.09 (211) INV IN444.71 235 ~ vm ~ vm x �m ~ C%jx v� �N ( ) x N ( a0 co (o `� STA 12+46.11 0 p m n c? CON 1I m CO 222: DI-213 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A INV OUT 436.72 (215) :•) o O V M N n 0 (o o (o N r` N N r V °D I� V � 0 M V V O + + + INV OUT 444.61 233 2 2: DI B ft Throat- N v 0 v o m � v TA 12 2 .17 - � M1 : DI B Throat 3 3 6 a TOP 445.35 m • M . c v . v S 6 STA 10 00.00 220: DI 3B 6 ft Throat STA 11 14.11 . coM 0 3 6 ft oat ( ) (n N 0 � � O r (ON � (00 °0 V V °D O V (O (n V N O V N O CO V m m N m _ v _ v Q � N V + V ' V - V V + - M Co+ - STA 11 43.81 I I 22 : DI B ft Throat v TOP 445.35 I STA 11 19.21 236: 24" Basin Circular Grate N N � NV N 440 06 2236 6 3 6 oa N TOP 445.35 STA 10 30.71 TOP 442.43 218: 12" Basin Circular Grate } I V F+ (n -It F ( ) + N V ~ i+ O V V F + (O V V N+ N V V V V l7 C] STA 10+00.00 TOP 448.73 p r v z p o � v z p INV IN 440.08 (227) STA 10+00.00 � O v z p o � v z ? p ao � v ? z � INV IN 440.06 (2236) INV IN 440.06 (2236) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 p � v z z p TOP 441.83 TOP 450.14 INV IN 442.87 (233) MHO z z N O z z INV OUT 438.84 (221) TOP 453.32 N � O > > N O > z > N � O Z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N C0 _ _ N U) H• _ _ INV OUT 447.30 (225) N (n F Z ? N CO F• ? - Z N m F - z Z INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) 04 (n F• ? ? ? INV OUT 434.35 (209) EXISTING GRADE PROPOSED 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94 ' OF T� 15" HDPE23 @ 1.75% 86.87 OF 15" Ht 440 @ 2.0 pE % 229 440 231 18" HDP F 34.83' F 17.71' OF @ 2.00E 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE GRADE 8" WATER ATER LINE \ Li LI E TO FHA EXISTING 450 GRADE 450 MIN. IN. 1' 445 MIN. 25 O / / 445 2 OFIDPE SANITARY 15" [225 MIN. PIPE 43-42 @ 2 00% 223 y60 " 010F 15 NDpF 29.79' OF @ a0p% O 440 15" HDPE 440 ' @ 2.00% 40. 15^ OF DP @2. OE 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 30.71' OF 219 24" HDPE 83 p'OF 435 @ 1.00% 1' 0 435 IIIIN. 2, 0% SANITARY SANI TARY PIPE 41-9 PIP 42-41 430 430 0 50 PROFILE SCALE 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.35 INV 11433.23 (209) 445 \ INV 14 433.97 (209A 445 PROPOSED GRADE 3' MIN. 8. 44-1 EXISTING 440 WATER _ 8" WATER GRADE 440 217 1.2' 1 LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 12" HDPE 24" HDPE @ 2.00% @ 2.00% /kiff 20 2.04' 32. OF 108 430 SANITARY 24" HDPE 738 OF 430 PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 TH GLINT W. S F LET Lic. N . SIJd! 3/IS/2021 AL z O a V rn w 0 z U) W of w H Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN 1I z W U7 > LLJ w J_ a of LL 0 Z Jw m W Q a > LL O W Z p 0 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET No. C7.02 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: VI L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1'1 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1'1 VERT SCALE: 1'1 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1'1 13+00 c6 m n O` ¢ m CD M L r N -E CD CD N NN 00 W 0) =7 N W� 208: DI-2B 6 ft Throat m C n co o CO Q N W S m N-N W r N W M N Co N � � STA 10+00.00 �)vzzp �C c) 04 00)) N TOP437.13 66 I o� a t9z--zo INV IN 430.96 (209B) 000 N ¢ > >> CD z z > >> > z z z z INV OUT 430.79 (207) U) z U)� aa5 I 4a5 440 440 EXISTING GRADE PROPOSED GRACE 435 \ 435 S MIN. \ 430 0 5.74' OF 2078 430 2 " HDPE 5 .09' OF 2.00% 2 „HDPE @° 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 204: DI-213 6 ft Throat- STA 10+30.82 TOP 434.77 00, INV IN 428.82 (207B) INV IN 428.84 (205) Q o 202: MH-1 0 o S CLINT LET INV IN 428.32 (203) N � STA 11+30.81 TOP 420.10 F a to F a co INV OUT 428.22 (203A) N 0i INV IN 415.36 (203B) N W $ ro , I N SIJt3! co � v INV OUT 414.90 (201) m ° m m No DI-3B 6 ft Throat 416B: MH-1 3/ 18/ 2021 206: DI-3B 6 ft Throat = `+° ui N 420: DI-3B 6 ft Thrcat M a1 W m M c6 STA 11+08.81 STA 11+62.76 STA 10+00.00 .64 c Z 200: ES-1 for 24 inch Pipe STA 10+00.00 0 v Z � p Z TOP 458.06 TOP 456.80 • ops, �C�TOP 435.09 v ¢ a Oj STA 11+46.64 TOP 458.56 m ¢ a 6 ¢ a - O[416A: INV IN 451.01 (417A) INV IN 450.37 417E ti�NONAI ���,INV OUT 429.30 (205) N U)) OP z z INV OUT 413.95 (201) INV OUT 452.30 (419) v U) z z v U) OF z zINV OUT 450.91 (417B INV OUT 446.38 (415) �������' 4an 4an AM AM 435 435 8" WATER \ LINE 1' 430 430 205 30.82' OF 1 15" HDPE 425 1.50% 425 203A \ 30.42' OF SANITARY 24" HDPE PIPE 7-613 @ 2.00% L\ 420 420 ?0 Oe hO ° 415 415 L7IN. 201 STORM PIPE 123 15.83' OF 410 24" HDPE 410 @ 6.00% 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 ri INV IN 432.47 (407) v V Lo LO v V N INV OUT 432.37 (405) 00 Ci O N "' n v W 0)� V C,500 CO m 7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,5 v F = O) � F STA 11+31.86 STA 10+00.00 p v z z g v z z z) TOP 445.65 TOP 446.24 i i ¢ a > > > OF- z o ¢ a > > > INV IN 438.95 (409) INV OUT 441.79 (413) v U)) z z v co F- z z z INV OUT 438.52 (407) 455 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 302: DI-3C 6 ft Throat STA 14+2753 300: ES-1 for 15 inch Pipe TOP 43177 STA 14+24.80 INV OUT 431.01 (301) INV OUT 430.91 (301) 4a5 AAR 440 440 PROP SED 435 F GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 465 465 EXISTING GFADE PROPOSED 460 GRADE 460 8" WATER LINE 8" WATER LSE 455 455 1' \ 419 450 3 .27' OF 417A \ 450 @ 1.00% MIN. 15" HD F 53.95OF @ 1.00E 15" HOPE 3' MIN. SANITARY @ 1.00% PI E 34-33A 445 417 445 43.16' OF 15" HDPE 7S„'6?'OP @ 1.00%S00 °F 0 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 E (7 402: MH-1 O STA 11+33.41 6 ¢ TOP 437.62 o tJ INV IN 431.31 (403A) CD INV IN 432.07 (405) 402: MH-1 .90 °? w W o `r? INV OUT 431.21 (401) STA 13+14.80 � rn m m W t <n TOP 437.62 °0 p�� a 0 m H- INV IN 431.31 (403A) c0 O 'Itm D N � co Z O 400: ES-1 for 18 inch Pipe STA 11+72.31 INV IN 432.07 (405) v¢a0> �¢a> INV OUT 431.21 (401) 't 0 F- Z v v) � z z INV OUT 430.91 (401) 455 45n 45n EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 HDPE 1 .58,OF 409 'MIN.\ 2.00% 1 "HDPE 3 •46'OF \ Cax 2.00% 15 'HDPE \ @ .00% 435 \ 435 r2 89, _ OF @3.50 HDP F 430 405 430 I0.0515" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 \ EXISTING 445 GRADE 445 440 PROPOSED \ 440 GRADE \ 3 \ 435 MIN. 435 03 430 106. 6' OF 403A 01 430 @ 0 DPE 70% 15" HDPE 38 9 18" OF HDPE @ 0.70% Ct@ p 77% 425 425 420 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 INV IN 483.83 (509) 495 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I 2 � m o LO 2 ui I � LO co CD o � 0) co co co V CD W? W W W O O N V W(q 0 0 0) N CO ch O W r CO V 0) � ()N M+ W M V C0^100� W H M+ � ONv m04w C07 ~ ��^� C� O V 00 V H- p�vz00 0 'tZ pIv0 p�vzzp 0H-0>> 'O¢a» �504:ES-1for24inchPipe STA11+32.03 o¢a> c6¢a»> ��Oz LOcnHz z LornP z INV OUT 479.00 (505) WU)Oz z z 4a5 lion 5nn 490 EXI [GR%DE 3TING 490 _ PROPOSED GRADE \ 485 1' \ 485 \ MIN. 509 12" WATER 19 58' OF LINE 2 " RCP 480 @ .000 507 480 51.8 ' OF 05 24" RCP 54. 7' OF ° 24" I @1. 0% DPE @100% 475 475 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED \ GRADE 490 490 8" WATER LINE 3' MIN. 485 4.3' 485 480 62601-P-2, 480 24" HDPE @° 2.00% 475 1 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE ^� E 0 0 U N 0 > E w v E i H- U a) 3 ¢ UM 0 LL 0 w0 `mom 0 W L M ¢� J U 00 Jo-u rn O- (nN . (� W 3:0'x = N N Fva00 EO1 N W M a� 0 x c� 0 x 0 w W x U z 0 K 0 0 r am O ce 0 z O a_ U U Lu W 0 z O U) w m w DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J of LL of 0 Z 0 Jw m W J a Q > O W� Q o W U) 0. 0 0 0 2 ,0 V 1 JOB NO. 40919 SHEET No. C7.03 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 f'bV NLTH UF��� �CLINT W. 2: m S F LET s� Lic. N SIJd! �4[ ,n `r — 3/ 18/ 2021 ��m'�T COc�°Dr-co O0 (0 (O�M00 06 p7V mrO�uicM7 �7NNV COoo(Drnv ti�0ED 0;1AL co+ I 'tv O �+00 j ��c�o t V~ m Q NNN11111� co m m cy) p�v0 ��vZZO It It �v?ZD 2 0 ° ° �) as U, >>> -It m¢0_>» o > F V� M Ind Z ��� Z Z Z ��� Z Z ��Oz Z Z On1 m (0o (O 0 O m c! 475 475 m o 0 208B: DI-2B 6 ft Throat 0 �p M cOr M N m com u mpt07 mNNNM V MpN� STA10+35.52 ,.i c �+0i '+64'tH Oa�Z) TOP436.26 E pOVM Gov ai E v 0 v? _z O Q o O INV IN 430.08 (207) aH0> �HOz» Nco�z INV IN 430.08 (207A) �W 3 SOH? SOH—z z INV OUT 429.98( 07B) �v w 3 455 455 445 445 a 0 3 PROPOSEDp LL 0 wO `mr V omo z a Lu —ui O .. rn C7(A � a Lu w 30 =x cvn w oa �LL i ry z Fva� O U) w W 0 M TMIN.1" a� 00 vi O x c� O x p w w w 2 Q Q � z O in DATE 311812021 O } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 ¢ 0- cc • o 2 r r 0 50 t ~ r w PROFILE SCALE ~ 4 I- 170A: MH-1 co m CD o °Mo STA 11+25.46 W m o+ m � m + CD 0) F TOP 489.88 (i ► m m Q m ¢ p�v� O��Z O INV IN483.23(169A) `J L N L N t v mQ n�0>> NF0>Oj INV IN 483.00 (171A) LO � v �(nr? �rn�? ? INV OUT482.90(169) O w 210B: DI-3B 6 ft Throat CO o ry 224B: DI-2B 6 ft Throat m o N w LoI'll a? 500 00 m�vm STA10+32.00 m9av STA10+29.79 m�rnv �r�c'?It J m0m� C? CD V MCD r�� 7 + O F TOP 440.35 + r TOP 446.84 + rn + � � v 0 INV IN 433.23 (209) � � t 0 INV IN 442.37 (223) � � v 0 E5 It Z 0 o F 0 > INV IN 433.97 (209A) N F 0 > INV IN 440.98 (223A) N F 0 > i� O z > > % c�OH? INV OUT 433.13�209B) acnFZ INV OUT 440.88ff3B) vcnZ vOr—z? 450 4 0 455 4555 455 455 w/ z li w Q � > w a LL J_ Of OZ o Jw m W J a Q > LL O W z p O Lu U U7 I..L O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A PROFILE O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 is. EXI TING GRADE PROPOSED 450 G DE 450 I445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING GRADE -PROPOSED GRADE 440 440 3' MIN. " WATER INE 1' 435 435 209A 2.00' OF 5" HDPE 1.00% 430 430 425 425 � E ISTING GRADE 470 470 G DE 8" WATER LINE 1.5' MIN. 465 465 3' MIN. 155 37.80' OF 153C 15" HDPE 06'OF 460 @ 2.00% 24. HDPE 1 53 460 % 2 HD F P 2�50 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 8' WATER 411 L NE 440 440 SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 PROPOSE 450 GRADE 450 SANITARY \ \ EXISTING GRADE IPE 33A-33 445 445 .5' t3'MIN. 440 411q O 47.12� 440 „HDPE @ 2.00% 435 435 430 430 440 440 EXISTING GRADE 435 435 PROPOSED GRADE 1' 8" WATER LINE 430 430 5.52' OF EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LINE 485 485 MIN. 171 90.18' F 71A 15" HD E 35.28' OF @ 1.00% 15" HDPE 480 480 0 475 475 470 470 L DROP MANHOLE f•�pLTH �j� ��� DROP MANHOLE r TA 13+57.20�STA11+69.03 12 STA 12+66.37 P 453.89 STA 16+08.5610 ,�.STA 10+00.00 TOP 459.03 TOP 456.09 IN 445.72 (12-11) TOP 446.28 ?�CLf NT W14 TOP46427 INV IN 454.39 (14-13) INV IN 448.65 (13-12) IN 438.94 (51-11) INV IN 436.32 (11-10)S F LET470 INV OUT 459.46 (14-13) INV OUT 451.57 (13-12) INV OUT 448.45 (12-11OUT 438.83 (11-10) INV OUT 436.12 (10-9) 470 Lic. N . S4380 Ar 3/ 18/ 2021 • NqN � N�• ^� E 0 0 u N N 0 > E w v E H- w w 3 Q LL o 3 p LL - wO `mom � V oMo z a -ui O w rn a w � 30�x tUn o¢ �LL w 0 i 0 ry z Fva O v) GRADE .. °� > W MLu a� 00 ca O x c� 0 O x F 0 w w w H Q z ImmO i/I DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 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 0 1 w/ z li WQW > w a w J LL O z O LINEJ w W J a Q O W53 O W/ I..L , f 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 � / \ 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 � RADE 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_ f� VpLTH UF��� CLINT W. 2: �S F LET s� Lic. N S4380 4V 3/ 18/ 2021 MANHOLE ti0000 �� 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 �� a w 30'x U) w � i ry Z Fvam O v) .. w W M � a� o w vi O x c� F p w w w 2 Q Q z O i/I DATE 0 311812021 } DRAWN BY EXISTING C. GAYNER r i n� - • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T SCALE Lr AS SHOWN OF • (WIC V 11 J I�cn I 0 w/ z li C Lu Q w G a w J LL O 0 J w � m a WJ Q O W z C) 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 / W TER 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 @2.00% 98 130,3"OF 1.T STORM \ STORM LIN "WATER 430 PIPE 203A PIPE 203 430 o � v � Q � C � o+ � + + H +� 52.2 7 ,OF MIN. -�- J � J � � Q � 8" Duc 'le Iron )- 6 --- � GRADE � Q � Q Q � � @ 1. 0% 126.38� � 425 S RM 425 co to � � to (n � � (n J�J Q 0_ �! � JNJM ' � � � JO � J(O � "PV @ 6B-6A PI E107 \ � ao � � ao + � ui + � m + � v 8" 68.94' p Ductile \ \ Q � �Q Q � Q � J � Q + � 1 @ 1.25% on MI \\ ��tY �Q�Q �Q tYQ \ 420 420 (n � � ���� �� ��J� � �J� � J � QN J� � 63.Q $n � Ci Cn (� � W d) N W r J 00 O VC J� �J�Q J� o PVC �� \ (YQ QtYQ� �� Woa� Qv�Q 1.50% 415 2 , 415 Q� o cAv7 ��cn� � �Q�� 8„pVC -, \ (Y o co � � � � � � � 1.50 % 4-3 Q N N (n 88 pVOF \ \ 410 @ 1.50% \ 410 v7 8 W 8„ �so�p� \ a Q� \ 405405 (� 8899� 8"AV p� � 600o I 400 400 .�9 0 395 395 390 390 L f� VpLTH UF��� CLINT W. 2: �S F LET s� Lic. N 54380 4[� 3/ 18/ 2021 0000NAL ♦ � #14 ^� E 0 0 u N � N 0 > E w v E w w 3 Q LL o 3 p LL - wOLu `mom V 00 z a -ui O w rn MANHOLE V' W w ram- a 60" INT. DROP MANHOLE z 1- - u STA 15+g2.37 O x U) 33 STA 12+73.04 31 TOP 435.01 a; LL Lu TOP 448.74 INV IN 430.27 (32-31) p Q v INV IN 444.44 33A-33 ul x v N z = v > °n O INV OUT 430.07 (31-6) F a N INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE MANHOLE MANHOLE MANHOLE 6 STA 16+64.94 ° w MANHOLE STA 11+80.23 STA 13+33.40 STA 15+04.10 TOP 430.63 2 STA 10+00.00 34 33A TOP 454.17 32A TOP 447.45 32 TOP 439.75 INV IN 426.44 (31-6) TOP 462.18 INV IN 448.35 (3400 -33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) INV OUT 451 65(34-33A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31) INV OUT 419.31 (6-4)65 vi 0 x c� 0 MANHOLE � MANHOLE MANHOLE STA 11+46.06 MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) w 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (10((-9) x a 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 0 V) DATE 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT Sl SCALE itl AS SHOWN • • 1� V I w/ z li w Q > w a w J EL Ow 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 c) 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 50 O PROFILE SCALE U) JOB NO. 40919 SHEET NO. C7.07 EXISTING \ G DE 460 460 455 8" WATER LINE 455 STORM PIPE 417 \ 'MIN \ PROPOSED 'WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 EXISTING L3.5'MIN. GRADE 450 \ 450 13 4,7� 023 2 PIPE 225 \ \ @S00° \\\ \ MIN. 445 445 ---STDRNI PIPE 223A STORM PIP 221 S RM 440 PI E 219 440 �N�COO. � �N�� 1' W +WO+o o W�Wv MI IM11 JJQQr. � Q � Q � � Q � Q 4,)4 223 . 435 435 V1 � � � J� � J � J O J � (O J � N J � � A @4.00° 41-9 76.45' � cn � cn au o v o � � rn � + � + � + � o � rn g" PVC Q�Q�QNQN QN Q� @1.50° �Q���Q�Q �Q �� 430 430 V) V) � V) 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - w oQv o H_ow�o� c'j0 Q 0 W C xQOQ00Q J U- .sins N rA N rn rn O 5OS Zz a. Lu 5w w wUj z w z w > m J_ m m Qc! > r) N UQ' 00 Wm 2} IVnNo �— � 0 500 w+ �0+ N a�co O+O+ 500 \ Q � 20 S2-Y EXISTING _ — — GRADE (V ^ O N f4 N (A _ \ m TL d Lu no Z N o — UO++ } W = 495 HIF — � O Ow U) Q 2Inm 490 490 PR Poll \ I / GRADE \ 12" LASS 52 DIP 485 WATER LINE 485 1' MIN. 480 1 1 1 1 480 12" WATER LINE W/ 24" DR17 CASING DEFLECT DIP 475 STORM PIPE 507 475 9+50 10+00 11+00 12+00 13+00 14+00 15+00 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_ I I I I I I I I I I I I I � I p � m o O O O 495 O W O IO w w m ^ m W - ,y O rj N 1� n w M FLLzo Q �+ O+ O+ + =o =o N m N m N U) N i � 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 "t N Lo N V 0) + "t CO 11 HORIZON ROAD INTERSECTION STA 13+46.20 EXISTING GRADE � w 49S O / a iL / PROPOSED — Q W / / GRADE — _ _ _ _ — ` 10 < fn J W / / 1.31% 12"X8" CROSS 490 > > / 490 / 3.5' MIN. 18, 485iv 485 SANITARY PIPE 16-15 1.5' 12" CLASS 52 DIP WATER LINE STORM PIPE 601 480 STOR A I 480 PIPE 171A STORM PIPE 507 475 475 op O c+l� LO �M XitT r� v0 N co V 0) o]� 70 7 �7� °= 7 co 76% co 7 V 76% 76% V V V V V V 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0 50 HICKORY STREET PROFILE SCALE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 I ,/IIII;I;1I;�'�\I 1 / '1�' l ` \ ` \\\\-___ ' ' , 108 I /- \ - \/ -/' ,� '/ i7 �r Till IIII ,\ x/ , I 1 I \ \ ,�-4�\,/ _ , /,' / II I / I / ' ) \ I ` \\ \\ ' / + I �� \ \ •,i /\ , / • / , lilt, I // r ,' ,' I; II; I;;�I�I� \ ��• I 1 I / , < ' \ 'I 1 if \\ 'I lIII II 6I / , III1110I1I' illijiljl\\\ IIII;II;II o I , j' ,�'I // ' Yam'`\\\\\\-- 1 / �\Of/_ —\ \ \ ' t 9 Ion I \\\ \ ) ! I Z�'/I \ \ I I I J o; p ,' I lilt I \`\ / \ , 1, Ill,lpl\`I\\ I Z \ \ I 1 1 I,II 'III o 1 \ M / \ , I \ P \ 492 \h II'11,\I �\'i � i-� N \\\\ `\ fix\ ' \ a \ ` \ 490 / \\\-00 I \ 14+50 5+00 \y+ 11+00 vv 9 ,lllllll�y.�\\ 4g2 0 Ill \ �\ I\ \ ' �Q 8S \ \ \ \ `\ \ \ 493 492 'l1 pal I1 ,1�� 423 \O\I \\ \` \ \\ \\ \, / UGT\.. 13+4$ ,- I -71 tv \��<\\ w _ r - - - - - - —I- J \ L cr \r-1 '1 I 1 I III I �- /N---UGP---------v '' /. ,L� II � 11 I I II ;L' / I II II III �\ L—Ji I 4 � I II I \I I I / I I � zi► 1� / � � � LJi 1 1_tr } \\ I'1 I ^ \ \ ` \ ll\\\ \,, IN" , \/ /, /\ -Z ` kI I1 I,i j � � I I / ,' '/�/I,' III I I 4�1 \ o�� `� � �/////,, ✓� /SCALE '\t' 0/w -� I A \ \ SAI�� \ 1 �\ -\ TH CLINT W. SHIFf LET r Lic. N . 54380 3/ IB/ 2021 Wz1o'1AL �� ;' Lm Z O a_ u U Lu W 0 Z O N > w W H Q DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V 1� Li 1 W Q Lu a _j J_ O G J m � W o a W Q C) O li W C) O O 2 O JOB NO. 40919 SHEET NO. CO.00 L TH I U HIGH PT STA = 10+64.99 W HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 z PVI ELEV = 490.34 w A.D. _ -3.00% X oo v K = 30.02 U o 04 m 90' VC ++ + Uo>o o_ 495 T m 00 fn 11117 74�1 LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 (n W O > > X Q 00 00 2.00 u m m 00 I v \ W U 490 i W 490 \u \ Q L.L 06 485 > 485 LI \ \ LU 480 STORM MIN. Q 480 PIPE 163 QD OD U PROPOSED \ GRADE 3. 0' ro EXISTING \ C) = W 475 GRADE — — \ + 06 475 > rn U U_ io � co _ STORM \ m co \ M W W 0) + 06 m + 470 PIPE 159 \ \ � ~ 470 PIPE co X OV CD-1 DEFLECTION, co fn co (n 8" CLASS 52 DIP TyP II II WATER LINE U W W\ 465 \ 465 CD-2 \ STORM 1 \ 460 PIPE 155 CD-1 460 3.0' STORM PI E 153A \ \ 1' \ 455 455 ST RM \ 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` LD 00 LD cl) O Lo 00 of Lo co N Tn 00 u] Lo co M Lo 00 O co 7 V L O r` p N(.0 CM Co m = Co V r— N O (o I� N rn O N m I� m o] � r` u] °O r` Lo r` 7 � r` N � r` N °D r` O � r` co r` N o r` O °D r` I- � cow V co N M co O = � V o � O °D . r �m rM I- �m V r00 V r00 V v00 V �00 V yr V yr V yr V yr V NCO V NCO V vQ0 V vQ0 V vQ0 V NCO V �Lo V �Lo V 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 n71 _ 1 1 ' 'rzi//I /' - LJ I IrH033>3 rL�� r 1 I 11 1 ' r r� I I / \ I I I I !I \I II \ \ 1 � I O w O O J J , ,o to F+wo X F 495 A rn in rn w J Lo jl'-Ho LU a 0 <-m- ID n n n 495 490 490 485 485 1114 1 �T \ 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 -L j 41 �I ----- - - - - - - - - - - - - - - - - \ \ \ \ 1 ��- 17+50 18+ I I I IT I 9b6- r / r - - - -0- ' r r od{Q r / r / 9p'/ CLINT W. S F LET r Lic. N . 54380 3/ 18/ 2021 Wzyo;1AL O;G;? M E 0 o N � N C > E w v E w w 3 Q LL 3 p LL O— wO `mom i L smo < Lu V oo J — uj M d rA co z W U1 � 3: 0 ) x 9W 6 LL p Q = v U-) _ N =v>� 0 N � M W J Lm z O a_ u V LU LU p z O In W LU H a p DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN LU Q LU a -i J_ J m � W LL a LU z Q C) O LLJ lo. C) O O 2 O U) JOB NO. 40919 SHEET NO. C8.01 L N 0 7 Lu LLJw ?�� cLtNT W. Slo ? u S F LET s'w z , J Lic. N SQ 4; J (n 3/ 18/ 2021 , - J W �� 460 ch Of coU 6? 460 ��/�S�OI1AL PIPE Z M + DEFLECTION, LL °6 o N W � BCD-� Q _ L W POINT ST = 25+69.95 Q I I _ �� GRADE -EXISTING U v LOW POINT E EV = 438.26 � 455 C' \ 00 W 00 N 04 ui C) PVI STA 24+95 440.13 455 3.5' w + +w +cf) o PVI ELEV / 3' - % \ \ Iwo N W N N- N + A.D. _ .38 /o O N N 1 iDQ QQ (DQXQ(>7 iDQ K=39 .00 1w00 000 / 'N co �bo woo oo � 150' C W N 5➢ CD O O N -N 450 C7 QXQ UQ II II N N 00 a) 00 U) 00 U) CD 1 cv W W WLL J}) 8" CLASS 52 DIP U U U 445 PPE TORM 145 WATER LINE 1 2' STORM 111 w ca0\I 00 445 STORM PIPE 137 > > � Lu Icf) Lo cD M o PIPE 501 STORM � Lo `n N M co r LL PIPE143A __--�Q Lu QQ II II QQ Q Ek / _ I- In W I- I- N 440 CD-1 � y > Q 440 SANITARY / PROPOSED PIPE 51-11 / CD-2 GRADE W O W W O/ RM STORM 1.4' 1'1 \ 2.50% 435 > o > > r� P PEO 33 PIPE 211 435 N N IW N CD-1 \ Q Q Q STORM \ W W < W SANITARY SEWER PIPE 209A 1.5' LATERAL,DEPTH APPROXIMATE, TYP. I SANITARY - 430 PIPE 8-7 � '1 430 LI STORM \ W U O W U� Lp W U O W c`? U O T7 N cM W U O �R W M U D? O W r U 00 L T7 i PIPE 207A STORM\ STUB OUT FOR > LD > rn> O % + U 0? 00 > 1 O W Lo W W Wrr�v�n O PIPE 205 SANITARY FUTURE PHASES W N W N N N W M W N r> N LI N j d `D W+ N + N + W+ Lo Ill N U N j o U a0 w j M U U j LL1 0> O? m 6B 6A 425 (n (n (n (w \PIPE 425 In Lu �NW I­- wPwco III O III cD >oow(D \ W� W Cn W� W1- f/) Q Cn W (/) (/) N (J) N f/) N } (/) co N \ - Q Q Q Q W Q Q Q Q LU � U) � STORM HAW U) � Qw (n PIPE 107 ~ �� 420 420 O (l) (o 00 O N 't W f` V C`7 Lo N O O CO V CD � O N M C0 � In N co c0 r� 00 . � I` O o0 (0 � O LI') N CD N � O O �`'? L0 I, �'? O Lo I� i(] Lo �4 Ln Lo CON Ln Lo Ln NO Ln M06 V MIS - M L6 oV 7 "T N cm 7 NO Oao 7 °Jr M (OCD cl) M NL6 M N C`') MN N 7 V V V Lo V V Lo V V LC) V V V 7 V V V V 7 V V 7 V V V't V 7 I- V 7 V 0') V Vcy) V V C`') V ci V ci V N�1�♦11111 M E 0 � o N � N C > E a E w > H_ Lu w w Q 3 um p LL 0 wO `mom j V 2 z a�N-ui O a>ry ' a W w 30V)x U) w p ur) i c ry z O'^ Fv> c U) CNI > W M Lu Lu a� o w vi O x c� 0 F p w w w 2 Q z O DATE i/) 0 311812021 DRAWN BY 5 y C. GAYNER DESIGNED BY 0 •• C. SHIFFLETT 0 50 CHECKED BY PROFILE SCALE • C. SHIFFLETT • SCALE 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 • ASSHOWN HORIZON ROAD STA 19+50 - END • HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 \\//\\ \\\\\ �\',\\ Lu \ � I ':.L 4�• � �\_------_ �_ / �/ , / I I I I I 1 1 �. I \\ a\\� \ W a \\\ pP0 \\ `---- ' \ \ .ti'•".:•... •.: `\.. I/r' 3j X - / / '� '' /' / I I I I I I I 1 1 1 1 1 1 I\1 \ > a... \ \ \ \.•.: ':;..,.'.... x., t } / .. -- / ��''��� /' // I I I I I I I I I� 11 I \� \\\\ LJ w IL\ T\ \ •••'' ':,...'438\\ \ •; 6 I 436- ^ �/ _ � � ____ �� �� �/ / , , / / I I I i I I 1 1`I I Ilg i II \i\i \` i--� � tool I I\LLJ J m .t µ / / / / / / I I i LLJ q I ^ V, t% ��� ;,.:a ♦ /+3432 II / - - _ — — / ' / , ' i / / / / / ' / / I I o L.L N, �ol P_/ _ \\• \ \ •. 6 I. _ 434, - -_ __/' // / // / / , / / I I 1 I I I 1,10 o W \ \ \ �9. • �i•'r, ,•,�. - _ - - - - - - I / , / , / / / / / l I I 1 I I I I ../ \ \ \ \ \ \ +1•C".I•.'�. \ - - - - - - - r' / / / / / / / // l 1 I I I 1 II I ` I o U o — 1 I 1 \ \ \ \ \,:.. .�,•,•, yam' _- \ - / / / // // / / // / / ' I I 1 1 I 1 I I o / W o/ Q rr 2 •p0 f _ -'tee \ _ NF/$ 4+00 24+50 26 - - _ - - - \ \ /Vb$ -NEW HO -- _ '•r': .,: / , / / / / ----_ _ _ \ -- — — —— — — — — —— IWO I\I 1 1 1 O i. . •. — _ — _ _ _ ' / �' / / t I O JOB NO. - - '/ , / / ,' {-` • �Tr•�+ci •s ✓ 'T' `��r ` \ - / /' SC,ACE 1"=49 ,/ ' / % o - - - _ O of / i // / / / o ° _ - - \ - _ _ - - / / / o OBI SHEET NO. ° / C8.02 L � 27x \ \ \ J \ \ \ \ \ \ — ire --�� -.p QL I ; WN Ill H U W 10' vC U K = 2.00 A.D. = 4.95% I-_ Z PVI ELEV = 442.48 PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z o LOW POINT ELEV = 442.54 O + BVCS = 10+23.04 fV BVCE = 442.58 [EVCE O Q EVCS = 10+32.94 4R5 = C/3 = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 LLL EVCE = 446.61 06 U w U Of W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j M A.D. _ -5.83% W + K=13.00 �Q f►� 76' VC LO 'I + o N Lr) N ARS M n N ci r-- "'LO U) (D - (D U) M O + U) n ao LO (n � It WM M 00 W((DD W0O) (D W�WN 'q- (D + n II LO II r II W + W + W + W + W + II II � U)W F N F N F N I-_ M F M W > Q U U 460 - r - r - r- r- r U 460 x~ Q In W W 00 U) = 00 = U 00 U _x 50 U)0o (n m m \ 0- PIPE 1, o 6 DEFLECTION, TYP. Cl/ 3 455 Q 455 O EXISTING PROPOSED / o GRADE GRADE / / > 8 o10 M N. 1.3' o 0 0 < _ \ 3' o o / \ 450 C)M / 450 O / II / PIPE \ Q DEFLECTION, SANITARY U j W I j / NP' \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > i /Cl 3' / i STORM PIPE 225 WATER LINE PIPE 417A 445 Z 9 , / 0°j 3 STORM PIPE 223A SANITARY SEWER LATERAL, DEPTH 440 Cl 3' 1.6' 1.3' W(D APPROXIMATE 440 WOWa W00 WM WO Wo Wo W(D Uc2 UN UN mo: UN U`(? Uc? 3.8' STORM OO � � � m (D 00 �LO PIPE 221 w + w + w + w + lY + lY + 0� + 0� + + W WNWN WN WM WM WM W(n W V 435 STORM U CO � Cn , (n � (n � U � (n � (n U) 435 PIPE 215 W� W S W W W� W� W� W� W U)I-(n U) I-(n F I-U) I-(n I.- I-(n I-cn H� SANITARY PIPE 9A-9 430 430 I\ oo CO O (D N v 0 O V 00 Lo OQ of . LLO N� M O v M v M �� v W O v `_" O v� v� v� v� v� v� vm v� v� v� vm vmt 9+50 10+00 11+00 12+00 13+00 14+00 CARDINAL HILL LANE 15+00 16+00 16+50 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 WZO;1AL S!!%QP M E 0 o N � N C > E v E w 3 w w ¢ LL 0 3 U. W 0 N � j U OMo Z w — ui O co rn 0 W N � d w 30'x U) LU i c ry Z O Fv> c U) 0LU > W M LU W J UJ � O x U 0 F 0 w w w H 2 Q U � Q Z O 0 0 HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 • _ — — _ NUGrL t� I \ \ \ \ V \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ r \ ------ _ J- I�----- I \ 1 �1T I \ I _ — — GT \ \ \ 1 1 \ \ \ \ \ \ \ \\\ \\ \\ \ \\ \\` \ \ \ r \ I \ 1 \ 1 \ \ \ \ \ \ 1 1 1 \ -� -1 \ \ \ 1\ \ ' / / / / I �\ I \� 1 1 1 \ \ \ \ \ \ \ \\`\\ \ \\ \\ \\ \\ \\ \ \ L \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ - -` N,\ \ I \ \ \ \ \ \\ \\ \ \ \ \ \ \\\ \\NN / I \ \ \ \ \ \ 4— V \\ \ \ ` \\ \\ \ \\ 1\ \ ` \ \\ \ \ \\\\ \\ \\ ` \\ \ \\ \\` \\`\ \ \ \ \ \ \ \ \\ UGA,\ \ \\ \\ \ \ U NN a \ 62 \ \NN NN\ 1\ \ 1 .. `i 1 1 \ \ \ \ \\ \ \ L�1'=40\ \ \ \ \ 1 \J \ / \ \ \ 6� 63' \ 1 \ 1 1 1 1 _— \ \ � p 111\\ 1 a rn .✓. \ \ \ \ I I .::•I ii '( a a' \ �j N. I y \ \ \ \ \ I I I I I z'•},: ^� I I \ \ \ 459 O 459 1 \ 1 I I \ \ \ \ \ \ \ ` \ \ \ \ \\ \ \ \N, \ \ 0 \\ I I I— 1 'yI 'IIII II I II II 1 1I�IIII 1 �111 \II11I 111 11 11I \II \I\I \II \II \ II I \I II I ° ° NN ON, 4 I � r a_�_�N�_�����_■�WARWArl�����IGv�■►�_�®•��7►�10_�:��c�� �4L ^ I��Y1J i I WIN:, , `_//iiiii�1��!■i�'d�1�I�11�14'�l�l��'i�l41�I���� 1� /,�o►=J '1 ��I�� _0 PA /dad � �=1� �� ' . �'1�!R ,__•!�►►.,... � '!� ►;� 9; III IIIIII I tl II u J Ih II �'�1��' I" 1 �� s i�/�i,'�.r� �� • III II I II I �, ��, \�, ,, �11� � �cl� f' - „�/i® �� ; �1-_,.�a►Er��� � IIII I u �_� it lull II (IIII I �+` e % /��� f�' l MOM of DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (LU V 1� I LU Q VJ / /1 � aLLJ J O ;�_'1 J m LU o LU z Q C) O of LLJ IUL C) O O 2 O U) JOB NO. 40919 SHEET NO. C8.03 0 m 0 3 c a D 90 o� �z 20 O C A 6 a D O O 3 Z m 0 22 o� �3 a �m 2 Y d m 0 = E o6 a� �a 10 a 0 �o m a N C n ° nE L F E L HORIZON DRIVE - INTERSECTION STA 10+00.00 0 1\ \ I \ I I 01 !01 , 10 I/ I \\\\\\ \b`\\\\\\\ \\\\\ \ \ \ \ `� ` 1� \\� \\ \ \ \ \ \ \ \\`� \ \�"\ \ Z \ \A \\\ \ \\o \\ \\\ \ \\ \ \ \\ \ %\414.7\ \`\\I \ 1 - \ / bl l I I I \`° \ `\: \ \\: \ \ \ 1 I 1 1 II 11 II i ► �oo o \\\\ \ \ \\ \\ �\\\\� i � \ /l 414�' /.7 / _ �(G{Q�1'\\ o o PI \\\IIII\11', ll' f' / / // /,'//III�IIIlllll'1 I II�IIpd1 / /III I i I I I \ 111 I l/ of / / 415211 I'Y 'll I I I x Ili o\ I I / I 0 I / I I f I I ` 1 / T �I o r / I- U W x W I- z 465 . o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 00 M O (IUD N M W � It + co IL Lo � II _LD J C7Qa0QC7Q Q x W J c0 (n bo (n 00 fn fn W 465 ZO • Q = J I- U PIPE > > O_ (L + LL Q W t DEFLECTION, N 06 z U) TYP. W Ix W Q 460 = _ z 460 LLj W + STUB OUT FOR / FUTURE PHASES 2 W X< 3.0' 455 °� 00 U) 455 cc\I o (D o 1'4 STORM W o Li LLI N / PIPE 419 W c+\1 c+\1 � c+\I PROPOSED aL 450 - GRADE CD-1 450 X H Oil H W In bo In bo U / t / SANITARY SE R X 0o 9$ I / LATERAL, DE TH C7C7 / APPROXIMATE, TYP. 445 Eo M 445 Co Li i o U Q o e 1.8' 8" CLASS 52 DIP - I- Q U)440 WATER LINE o 6 bo � M 440 � SANITA Y p > PIPE 33 32A W 3.5' / (o W MIN. EXISTING GRADE 435 > > 435 OQo�o /SANITARY SE R / TERAL, DEP H 430 PPROXIMATE TYP. 430 / W I- W I- W I- W f� W W W"t W W M W o0 U'r? (D U_ UT7 U_NU_ U(R U_M / >O 11 >� >O >� + > >� >N> >N >N / + + + t N + + + w + + + / W� W� WN WN W Wc`) WItW W� WCD 425 U U) (n Cn U U) U � U U) U 425 U) � LLIU) ( U) � w SANITARY STORM 3 Wr PIPE 6A-6 PIPE 119 420 420 415 415 O� I` NN O N(N M m O N� CA N(D co I-. r 00(D M 7� to O(D V W C`M � r-to om(.0 co C) (.0 i NM of NM C'1 m(fi (D . N (,>O MN (D M(fi N v� m 7O m i N �n� of �n� O to (D� N (D M v co v V co v V co v V co v V V v V V v V V v V V V t V t V t V v V to v V V 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST -a II �� IMLS III � ►� � �"� N 1 0N, 15+00 16+00 VARZA �`fw���� .0 kill Il�r� ems.® Il - / fit'.,.'- �� ;� i+�► �� .1 tom■\N ally '�.����-L����.:I�V►���..� 0 50 PROFILE SCALE a 'NUTH (I711101 01 CLINT W. S F LET Lic. N . 54380 3/ 18/ 2021 WZ0;1AL �� %' ^� E 0 o N � N C Q O > E v E w 3 w w Q u-3 LL 0 w0 m,�-i ¢ _j V oMo z o - in .. O rn P C7 Lu -IT a w v 30'x V Cl1 w In i c ry z O Fva� c U) w w W M � o w ,xI H M O x c� 0 0 w w w = a z O VI DATE 0 } 311812021 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN 1__1 IL W 17+00 17+50 Q J J I� \ \\ \ \\\\\\\ \\ \ \N �',:: � /.•, I II II IIIIIill�lllll III 1\ -\\.. \ \\\\\`\\ \\\ \ \ L \ \ \ \ \ \ ` `•I --I \ \ \ \ \ \ Q 11 46 / I I I II II \ \ I \ \ ` \ 5 > I \\ \1\I\ I \, \\ \ \\ ` w W J J Q III I \ \ \ \ `\\\ J m ()� „ \ \ \ \ AS9 I 1 I I l l ' ' / I I \\IIIIII' I IIIII III 1/1 li \ \\ `\ `\ \ \\ `\``\ W � a `" > O z O I / 1 w U r ss..':i:•: / i / I I ,,I 1 \1 1 l 1 \ I 8d' I I 1 .•A I I I I I,I lil ✓,.:'fir / / / / ///'/// / /// I I II \ ��'"''•'��'� • / r / , / / , / / / / 1 1 I III IIII I WV, / to40919 op III/ I / o f I II SHEET NO.°' o L \ \ \ \ 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 DEMAND = 6.00 GPM ••• BREEZEWAY UNITS = 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS • AVE 00000 AVERAGE DAILYnDEMANDS 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 s users 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 �Ni 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. 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 Autbbrity 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 / LU I I W J > Q �wz Q O�U J w i lessessest J WJ Q �0 O O �W " _ LL uJ I- U7 O � O w 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 / ° CI)T SITE AREA, I , _ \ \ \ \ \ \ \ UGPPp RKING LOT LANDSCAPE \ \ \ \ \ REA (HA CHED =- — \ \ \ \ \ \ \ AR(�r,� - 1 \ \ \ \\ \\ \ \ \ �\� �� �����. ��!�■'��lis.�� � I � �� 1�� r - � 060��1 ��� o00o I�IMM LA PICNIC mE • p►/P.r��0000'OOO�IlO00,0000tl P.��00 OOOOvvvc�v ,�������••a�e��e�� rYvv¢o�0• 00�_9 0000000611 0000000�"OOC� ,L `®� �\ �.� S� ��\ `. �� Timm• Iwo. 4i\11�II�lis•II�L�s.o11lfl 1� •mmn \ ��� 1���� • • • • `_ • • • • \ y�►�,1 �9�� ��• �� � � I ���.����� �®��` _ � n 4 �. • � Ifs �O ■ /1/� �� �'i� � • MPA J I r • 1 ! �� -` 1 0 / �,I c'=11 p:a�000t tivtl R 1 `�a oa resotler a� a. s •gll��ll��rdl �, �. ��,�� , ��►..� ��� ���� A.Q •s9 41.A � _.if 4:F �. _ -_�� �-s. ��s�'-� I►�1����® IA���• �� 1 � �� � �� �� � ! � • .� IN � w �Id'�I■�I►..r��IQA��,_ !■®■■ � �■I!o■■■■■11li�if�IELi®■.�■1�1�1■!�®��■®1..._..�®■®■�V_....JA'dl��i1■ii�■I � . �,�� �.1 vv��. �� ��d ���� �►w _. _ \��©VIO►�I�I���117a1 �•�■i►,�l�►®sue®������ 0��%, ► , ( • �. .- ► I / /,��� +� � �� ©�` ���� ; a ,�j, ,��+���®��I� �� �i�, .�vne,����,®.�eJ/�eA—eeVe�►:1e�■er..�:�/ai,IMO—. 'i 'siI', �VI�s. A—OOM`A�� vtiOO�—iAli�!A—CMJA1 �►O/-11A—�1OO �� �■F[/PPM AMEPild ef�— I��1_1 ► "�■��!._F'3,��' �14��. �•fib • :.oeeeeeea� lia, �Ip.-....aeeases....aeeee�aeeeeeew_m.;ooee,..eeeeeeiq � � \, ��` s'��`i � � ` 1�S `` � '~OI ���, i�►\ /���b � � I�PDI O �` �, - ,d� � ,ar, II i� " ,Ih � �w JIl rM k, �1�j'% ;;eieeee�/"� \ �� i►B® �. a� �,1 ��� ���� .Gl��" eee�A� �� I��o��� •m r �� ail �6 �► ��� l ,� �j�'�i /MWA M. JW7, ; O U D D \ \ \ ` \ \ \ - - _ \ \ / , , / / / , / , / / / / / > DATE \ \ \ \ \ \ LAYS P 0410612020 DRAWN BY R. COSTANZO py` \`�_ \ \ \ ` � � \ `, \ \ \ < \ \ � . \ \ \ o.-� \ - I I x I� J • - '.: "` • "\ 'd r \ \ \ `� i \ � - p i Dh / / / D�/ / / / / l I l 1 1 DESIGNED BY SHALLENBERGE - \ `� ` � \ \ ` \ ` ` \� I ,I X 70` ' .. S,O� JT'\ - �s, ' _ `LOT , i � / / / / / % / / / / / 1 / • . \ / _ - U — - / l l / l l �'/ / l / l l , I I l I • • CHECKED BY 'O t \ ` \ ` \ \ \ \ \ \ \ \ \ \ \ ` NEt� / 1 I •`•/ • _ • - ✓ `ctc. / l l l l l / / I I 1 I • X SCALE TABLE A ' LOT 29 - s ; ` / / / / / / �� _ O' LOT/37 LOT LANDSCAPE CALCULATIONS LOT 38 - Tree Canopy Requirement: 15% of Total Site Area LOT 26 W Total Site Area 913,604 Square feet \ / \\ LOTS Gross Site Area 873,479 Square feet Rec. Areas 40,125 Square feet (J Pond Area 0 Square feet \ r M > - - - - - - / ` ,.. � \ \ \ \ , / ' / . . LOT 24 ` \ ' °. v ' , d. / / \ , \ \ / r. I � o / v - _ � / 9-BUFFER;/T�� (J Wetland Area 0 Square feet _ p ` 5 / / , ' £n 5 LANDS �EM q q \\k \ \ \ _ \, \ y 5 v - / / - \ l Lai ° - \ ' - - - _ - - �30 DARY/I5,HMlfiS'® �/, _ _ Required: 137,041 Square feet \ \\ \ \ 5 ' �/ � ° Provided: 401,218 Square feet (+J Tree Save 269,889 Square feet \ \ STD �a _ l a / T�2 -_ _ - - gR�SER �D YC/AU; 4 N \ \ �'/ , / - r . ST� \ \ / _ - _-L�i1s1QSC' P-E�'ALC�k1,L/AYIf�S /�' + )- Canopy Bonus 67,472 Square feet \ T S �(P / _ ' / / J (+J Proposed Trees 63,857 Square feet 2 \)MW / - - - - - - - /-0���� /CL \ BOZO \.-4 / LU In - Street Trees Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage U LU Street Frontage: 6,350 Linear Feet Required: 127 Large Shade Trees _ o - • y >' _ p,{ V�vOW Z Provided: 127 Large Shade Trees I \ - _ - _ S , - - N i . \ \ \ `\ \ \ ` \ \ \ ` pL ,' ' / / ' // , I \ J m a Interior Parkin Lot Trees I � \ - - - — — - - Requirement: 1 Large Shade Tree per 10 Parking Spaces I I \ I I \ - - _ CO: \ \ \ \ \ \ \ \ \ \ \ \ W Parking Lot #1 r\ I \ _ v \ \ \ \ \ \ ` \ \ \ \ \ \ \ 1 Z Parking Spaces: 20 III\ I - \\ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I W U J \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / Required: 2 Large Shade Trees r\\ Provided: 4 Large Shade Trees REST4UE #2 T Parking Lot #2 JII I I \ \ ZE>' \ \ W \Parking Spaces0 \\\ \\IIIIIIIII I 1 I I I I / h Required: 2 Large Shade Trees I I l 0 Provided: 3 Large Shade Trees r Interior Parking Lot Landscaping Area I I I I I \ \ gZ4 \ N Requirement: 5% of Paved Parking and Vehicular Circulation Area shall be Landsca ed with Trees and Shrubs I \ \, \ \ \ A \ \ `\ \ p I I \\ 0$b \ T 4-J + \ \ \ \ \ \ `'> Parking Lot #1 - Parking Area: Square feet Required: 283 Square feet I I \ \ N \\\ Q� - n" Provided: 707 Square feet Parking Lot I I I I \ M \ \ \ \ \ 1\ \\ 2J Parkin Area: Square feet \\ \ I 1 I I I I I I \\ \ \\WP BUFFER, TYP 1 \ \\\\\ \\ �\ \\ \ \\ \\ \ \ I 1 \ 11 1 I 1I I II1II1111 I1 �(1T�-' 340 Square feet Required: t+"v � \ \ \ \ \ \ I I 1 1 1 �- $ Provided: 813 Square feet N�n., m W v i» JOB NO. Screening \ \` I I _ _ +, m • � \ I 11 I � \ \ , \\ \ , , 40919 \�\/ I \\\ \ cA \ \ \ \ \ \ \ \\ / / 0 15 30 60 w Requirement: Parking ares consisting of four spaces or more shall be I \ \ \ \ \ \ , / I I � I \ \ \ \ \ \ \ I \ \ \ � \ \ \ \ _ � / / / � � SHEET NO. screened from adjacent residential or rural districts. \ I \ 1 \ \ \ _ _ _ \ / / i Provided: Each parking lot is screened by a hedgerow of 35 Viburnum `\ \ \\�� \ I L1.Ol L �' N II 1 I I I T\ \ —\\ \\ ''/ _------_—' C9 I f •C`g� / �%i I // \\/l ' / / /'\X /' /' /. �I �— ( / /---- \' \ �\ — \ —_--- / \ // — —_ — —_ _ - /' —' ,, ��\ \ 1 � —! ,\ill �—_—___, �� — _ _ � '— — \ �\\ \\ \\ \\ / /\/ \ I I \\ %� \\ \I \ I\ �• on ' \ \ J doll —29n \ \ \ \ \ LY� / I I \ I I \ \ / \ \ \ \ \ `• on / \ — T9n-�' \ \ \ \ \ \ / � \ I II I\1�� � /\ \ \ \ \ \ \ \ \ \ \ \ J � • aX�ITB NVS BITTERNUT LAN _'---NVS—� L(-- I ----------- \ \ I \��0 —T — ' ,' /4 �X--`_/ I '/ �' — — ' \\\\ 1 \� I IYI 'ill l\ I O \ It / 1 I -------�_—____--;—_� /J� — — — —d.9n___—��d�Jn 1'Jn— �— _-1 Id`� / 1 �7_// \ / / % 1' TOW H11AR31VNIONO O Ol uoiov i NOOI — — — — — — — — ' '310HONVH�OW I / / / / / / j� I \\ ------------ r�_Mffj OWN \ as I •a. 3 — OLb _ _ - _ • - �' / // I(8)QP 1 \\ \-------_ _ ` \\ \(\9\�'A\\\ \\ \\ \\ \\ \\ \\ I(9)IQPI I / /���-\(��QB �� �\ �� �� < rb- ?-- _ \( ) _ \ \ d / 'IO)NH11M3j_VNIOb00b \ r Ol �J=VKNOO '3NFI ON — I I ONf/102i0213ONfl d O3SOd0I , ' ,' / ' / / ' / ,' /— / (15)/�A / / / EXJSTING MIX JJF ,H"ARqWC70DS D EVPRGREEOS /- REMAO -EX. OVERHEAD- -UTILITY - ' 'WNIWOf] HlIM �lbNIO2i000 012IOYJVd1N ��HEAD a / / NOIAJAOO�73 OdQ!dil� Y HO t— /dya��-- / ' '' '/ /� =dN i HO q / \ \ \\ \ OLD LYNt4UR©, RQ I D II (PUBLIC) p BLIP) of / // ' � ,"/,' \� //�\/' �_I_-TII 1-1�—J-�—��E.BMP/''/' ----- --------1 -- I /' COI ,\ \A(I\O�MTN SUBDIVISION I II II MOSBY MTN SUBDIVISION O I ��I ` / 0 20 40 80 I \ \ J / 2 i5 1 tv—\ _ / / / / (16) QP I II I II II II(9)'Q Conservation Plan CCounty hecklist —i Tobe�Hr (Handbook,placedan specifLitsidsications) Plans pp tit-2M-I11-297 for complete epeellleatbna) 0 Tlees to be saved; . 0 Limits of cheering (ot ldde dripline rr um, le h saved); 0 Location and type of protective forcing; ® (;mdc changes requiring tree wells or wails; ® Proly-d trenching or hmneling beyond the limits ordearing. 2• Marli10a9L ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operator 0 No grading shall begin until the Into marking has been inspected and approved by a County Inspector, 3. pre ('onstructi m 'oaf mow• ® Troc preservation and protection measures shall be reviewed with the contractor on site. 1. Eauipmrat Opcntion and tone ® Heavy equipment, vehicular traftic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. i Sail F;rosion and Stormwater Detention Ikvic ® Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 fact of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stoned within 100 feet of the dripline of trees to be saved. & Protective Fencing: ® Trees to be retained within 40 feet ofit proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walla: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11, Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the tanks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed daring the final cleanup. 13. Damaged Tree: 0 Damaged trees shall be treated immediately by pnning, fertilization or other methods recommended by a tree spec alist NOTE: IT IS TH LOPER'S RESPONSIBILITY To QCOOENN MEM THE CONTRACTOR ON TREE CONSERVATION (DA 3(f ZO 511/06 Page 1 of 1 ••• a D O Ice U) z O Z O a U Ln w 0 Z > O w 2 � W Q 2 a uj V) 0 ti ti w Q DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE V=40' W (^, V J r1 Imam W ^�^ > qZ LU I..L Q J 02: JW m z W J O z W 0 a W 0 O O 2 0 U) JOB NO. 40919 SHEET NO. L1.02 L • � A ���- /// • �� ____---------- ------ - - ' �� �� � IIJ III II � IIIIIIII _vri.-._ar_'_V�p. � �-��.vvvvvvw.r.r.r.�:Owv.�.00vvHlO�r�r.r.r.r.r.r.ry i ■ oop� e000 �S ,. P� i� Illliii •' IIII OEM XN pw _ ��� � � - ►, � +vim � � `�o== '� �� =I®� (�'�� � I IIIII �a i�' � �� / � � �.� .�.\\ ®■- �1 • . ♦►'1�iIy:re c;�- .1lP!;.i''Gl��0r000�000.11�■41®1-0�00I.0®00lo0 .. 1711�11111d_...O:O:O®.vvea®r7®■I■1II�1. 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Yla�.��.��`�.n..l•�a-s s��a.:��A�a. @�-o�o�'a fZ �i�i:.s _• •q �j';� �' ,• 7: q �� Y�� �t►�I v � \ I' / � vet_ .1� � • a �Ai����+a•. �r ♦ � , i`9 I �I �� ME,, � I ®O v� � t I Q� �� v.` tea\ • ��� � A►...�� �2ss�e� RE \- _ !IA � � � Cam' ��-�T I • • .� .��; ,� ' _� ��; � /�� � � 1 ��� . • ,��, ,. \ ,\�, ��� :�1 a � • �'CQ► �.� r�� .� �,.,� � , e � ul��l.,, I�I�i to �� i� ,I ,; I I. ,4fy� ' '"\V �m /��Ip ':::�f . ..;s Oho ®) � '1•"� `/ , � �j1 � C Q� �� ,,'' • v1 \ � � 1�� � '�' \\, L� 9 , : � ,all � .� � � � �, •\. 'ILI � � � �r• �,�� � / .\�,ws�►s�e ����i,� �w®� •. `C•:: ���� •� �� o ;, . 'gym°6� �����' 1y� s��Sa�/� ..- ��� • • -\ �`�_ ,� "i •� `ate `-�lO%�p :�- g L 1�� ,���I �� \\\rim ���' • OWN Mm ont. °o��� �•�- . .. ® oc�o��', , o ovoo.o� n L PLANT SCHEDULE QTY. 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 Nysso 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 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 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) C'T/'NMk AI A/ATr'M /�A r)r%r'AI M1 A K I T I K I/� r)l AAI JCALE : I'' = I U vJ / ❑ CAD ----- --- A y /--- - - - - -- - PV-S--- - - - - -- WE: AkL DISTURB 'REAS TO Bl SEEDE (3) TO (1) AR — / / (3) CO 6C0 ' (2) TO— '' l - .- � (14) V (3) QN (4) TD / CV - - -- - ---- — —I I -' 0 10 20 40 %2� 1310-FILTER PLANTING PLAN L1.04 / SCALE: 1" = 20' M E O N OV N C >E w vE LU a a o 3 LL L a' O L M a U m Z w .J. — v O W O N r d v z k _ U 30v',Q vI LL LU = N N Z 2 U > 0Ln 2 ~ i N i LU v � o w Q a vi W V) o Cx = O c: 2 0 ti o � x � o w F N = a U M 0 0 n DATE 0410612020 0 } DRAWN BY R. COSTANZO • DESIGNED BY :• SHALLENBERGE • CHECKED BY • • • • SCALE AS SHOW O [� W r/ J J Z O � Cn I LU z >� � aLuz 0 � a W a LU a > o Co LU O LU U C 0 0 O O O V / c � � N :3 _ � N 4—i 9 4—' U S Q) _ v Q) L N v , t � V s+ i n, ro W 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