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SDP202000048 Correspondence 2020-10-26 (2)
TH I I I I I I I I I \ I� SCALE 1"=40' fO 40' 8O' -7//Z7- _�_\���` ZZ ! l I a`�' 1 -_,______________________�q / �_ ��` —7/ /// // // 1/ / // / / / 1 \ \\ --------------------- ------------ _ I I 1 I I ----------I----- - — _ _ _ \ I — — \ \ -- I / I 1 I ___ I _ q� �__l_______________� — O I \ - -- - 1 I I ` I I \ \ OLD L CH - RG POAD I------� - I I I I \ I 1 a--------------�----- \J-- - ` \ / --------------- \ STAFF ROUTE 637\ \ � \ ��$ - - - - i- - ---� - - ------ a r - - - -� --- - - - - 1 -\ \ `----- 1------------- -r----- - \ \ \ \ --- \ \ \ -- _ - ---` - - SIGHT DISTANCE RIGHT - 15' \ - — — \ 1 +00 ` + \ \ \ \ \ SIGHT DISTANCE LEFT - 50 ' \ - \ \ \ _ _ \ — Zp+Sp i 21 I \ 1 \ y q1+00� 11+5 _ \ 12�00 \ Q \ \ - _ _ - _ - - - - - \ + 1$+50 \ 19 +5� _ �_ +50 \ \ \ \ \ \ i-'-�-M'm� �i�-*L�s \ F2+`,Zp - --?+(i0< \- - — \ \ _ — - — - 17+50 \ 00 -�9�-�- ��- -� - 50 \ - y..rtl�.��� 3+50 4+00 \ \ 14+50\ / ` \ _ 15+50 �7 �M--�-���=�h- OHPf — -0 -�- I� bon- 4a5�Ik _/// /i' _ _ / ///♦ //, // / // // / / // / / // / 1 J 500, 510 510 HEIGHT OF OBJECT = 3.5' 505 505 500 — 500 SD - 615 495 I / 495 EIGHT OF / EYE=3.5' / I I / 490 / EXISTING 490 GRADE 485 � 485 PROPOSE GRADE i 480 / ' 480 / J C, 475 J 475 / EIGHT OF 470 OBJECT = 3.5' 470 / 465 / 465 / / 460 460 455 455 450 450 0 50 PROFILE SCALE CLINT W. S F LET Lic. N . 54380 0/26/2020 4 am O ce E E H AL DATE 61412020 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 W J LL > O C) O W/ " _ C) U) O O 2 ,O V 1 JOB NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21+00 22+00 SHEET NO. C5.03 \ I r\ \ It 1 1 \ \ \ ✓ �✓ 1� — \ \ \ III \ 1 / ' \ 10+0p \ \ \ \ HICKORY STREET R91 0 T F _ 28 1 ST I \ I I 1 \ \ \\ \ 'I I I\ \\ \ \ \\ \ \ \ \`n� r 1�11 1 I N I , I \ \\ \ \` /\ \ ` - �f \ IG4�( I /I � I s�, X �\•l�� I I \ \ \ \ ,\ \\ \ \ �`,� I•Ji III 11 I, N I\\ \ \\ \\\ � \ 7 � I 'I\� I I / '�1�� �P� ��6 \ N I I1 I \ � � �\' I I / ��• Q �Gj • G I \\ \ \ \ \\ \ \\ OI I I 1 , III I p N NI I� \ \ \ \� , II 11 I N'I d % �� oG, II p 1I I f� y DDD�ccc�\gyp NGP�� GP— \, I I \\ \ (� �r` � �. Q/ / ' \ 0G? I 1 \ \ I I I I N \ I pppI � \ \ \ c,�'• Q fir° Cp�O/ / / / / 1 I � / � � � / � \l� \ J I It I I II \ \\ i NII II \ \\ \ ` % /io 'uGP// / / // /� /A / I I I IN \ \ , / _I I I 1! / I I I I , I 1111' I IIIN II NII II \ \\ �> ,/ �/� ' �® \ \,/� �� �l0� I T� I I / / / / / / , /' I I I m o 0 15+50 _ 1 I I t loot \ \ \ \\\\ m Grimm it -- - - -_ \ / IN VI j Y 1y1 Met �ANC�g0it- I50 \= S�C\ b5h \\� \\SAN c \ \ \ 1 SIGH Q 1 pe'�S� \ \ uG\ T� I It 'I II j \ I 1 , ; \I \ JG�/ /UG1i 49 \- -- -- -- - ' /\ 1'II 1I'I PII 11I l\ /iUG1i�\ \0� / / I I I I 11 '1 �. \ - —^G�-\ I, I / SCALE 1"T30' \ l - t / I U I I I I II , �// \ \\ / 0� 30'// 60' / �: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 q 485 480 480 EXISTING \ \ GRADE \ \ 475 \ 475 \ 470 470 465 465 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 54350 0/26/2020 \` WZO;1AL S!! 0i M E 0 o N � N C > E w v E Q LL o 3 p LL w O `m 0 j L f"l Q<J Voo tb JM — uj C7W NV W M 30x oa =LL ti = N =v>Lr! F a om s N 00 W M � H M 0 x c� 0 F p w LU 2 Q z 0 W 0 O rN Q \O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J J I� I U) z J W > O ^ w L1 J O LU J U w m Z W LL > O C) O LU C) O O T� i O U) 9+50 10+00 11+00 12+00 13+00 14+00 15+00 _E HORIZON ROAD TO HICKORY STREET SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L 16+00 JOB NO. 40919 SHEET NO. C5.04 / \-------w° PGA o'o'oyao°/ /�/ / �' // // / /// / / ��'��' _, ° BUF,cOP� `�\ \' -� \\ \ \\\ `N, / - �•'_ ( oo \\ __�'`id__ L / �✓ / / / / / / / / / o �� ERA \ \ \\ \ \� Y r _ — 0o If A'// /N( i'' \ \ / / NWA •83 o / / / / / SCALE 1 40 \ ftw�r Million /0 / / /'40- ' '80:/' \`� \`` \ ` _ — _ \— rs__�� _ 1 \ v\ \� �_ \pIf 000 /'/ ( / --- / \ \ o _� oo _.- r� / 416415¢14 \- _ (-- - - - -- a o-O --- _-� 430 _ - - - - - / I , / / / / / / / / / / / / / \ \ , \ \ ` �� • ` ','�•; . `. - o ro° / 0 0 o ae 6- 445 425r�/i --_-- - - --- 6T 445\ - --- / / / / / / / / _ — _ • \.. \, �r//,/[ \ \ \ ` / / I I , / �Y , 1 , 1 ` ` \ \ \ \ — ry0 425 sty O - rGH OR/Z\ \ \ \ •4___M \ \ bryh / / / / 435 \GHQ 445. _ I Cfpl\_ ' '-- - - -- -- J co 1 \ \ \ \ \ \ \ \ \ \ (/ l ' - ' � I � ,�u � \ \ \ py'�� / � l j / I I . I � L / _ � � — \ � � � � � , � � �i�`.c / / b / / / / / RI T - 280' , '_ 1 +0� - • - - \ \ 1 ��- .. .... ...:.. . -• .:. . , ..:, , Deb z :�. h \ \.. � I I I , I , r I I I , / / , � ` � � + .;,� •T N R \ \\ \ .,,:.. X/ 2F; P \ \\ \ \\ . / I I I I I I I 1 / / 1 - /__'-----__ �� ���\ •,? _ I �' �/' /' / —� ROq \ ` \. • ... QW rno ;• � ` \ \ ` � / / I I I 1 / I I I I II / / /- / � ' � \ � \ \ \. I I „j�o 1 I ' `. 1, I �` I 1 - _ r /_ Ci N' - - _ �' � � ` � � � � � � ` •�• `I. ! I 1 \ � \ P 1 1 eo � ' � ' - - - - _ _ _ _ /•I,`.. I ` \ \ \ \\ 438'. •''. ::. \ \\ ` 0.a4g \; \ '.•'.•. / \`'\ \ \ ` / / / 1 i I I I �/ I/ I _ _ - NADg� _ _ / \ \ �\ ` \ `'•�••`.�, 'L•, '.'s. II \\ \\ \\ \\ \\ \ \\ 1\/ / �� /_ \ I 1 l \ a: ` •( ` \ \ \v�O• /� cr \ \ "' \ / I I I - - - - - - - - _ _ \ '�•',' \ \ \ \ v �/� _ _ \ I 439:..,.,..,,,::...! \ \ ,. �. .� /,.:. >.!.!.:'. 1, r ( \ / 439 \ ;:• '1 •.:, !v\v �'/. '�...� - / � I I \------------ °� � \ � \ 43433/bl• ll �� \ - / 4 / �1 I SCALE I "=40' I I I y \ \ \ \ \N 60 \ I I /\ I /�\ - _ _ _ \ Ir 4A0�1.','..�•' / i I \ \`\\ \ �• W __`\ /// / /\ /I ��\ \1 // / / // '-----_` \\`� 43 \� \` � ...;7 1 3Jy\\ \ I / / d 8 \ \ / _ •y'•. � 7 1 \ \ . • : ry \ � / / � i I � � . / � ' - - - - _ _ .:� �� /I .4i \ \ .. ... DP` A ` 445 .L,. 441 '•'•'/ \ \ \ \ \ / // � I � , / / / , - _ _ _ - - _ _ ;43 � 'b .:/. I 1 \ \ 439 450 .... \ / 451 /.•.•'" •,./ �- - - _� _,..• / 4511...' I , I � // �� /�/ / GCi/ \ /// ii% / / i' j /i'—� _ -- P \ '�\0 I e —' 44O � ¢ql:::: :a': / \ \ \\ \\ • ARS ARC, I aan aan 460 460 HEIGHT OF OBJECT = 3.5' 455 455 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR-Za� // 450 / 445 — — — PROPOS D 445 / \ GRADE \ / 440 440 / STING \ / GRADE 435 435 435 430 430 425 425 ROFILE SCALE 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = 5,-\ OBJECT = 3.5' 445 445 SDL-3 ' TO ENE OF NEW HORIZON DRIVE _ 440 PMEIGHT OF EYE = 3.5' SD 440 / / PROPOS D GRADE 435 435 EXISTI G / GRAD 430 430 / / 425 425 / 420 420 5 ROFILE SCAL 415 415 TH CLINT W. S F LET Lic. N . 54380 1012612020 \` '�,SlO'VAL 01 �•l Z 0 a c.l LU LU (] W W u u UU as LUI LU N Q ZO DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J uJu I� U) z W L.L > O ^ w L1 J 0 LU J U w m Z W Q Q > O C) O LU C 0 0 2 0 `) JOB NO. 40919 SHEET NO. C5.05 9+50 10+00 11+00 12+00 O CARDINAL HILL LANE TOHORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+5W4+0ARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILECE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 o 439 'M:. . \ / I .:.1. \�•';J�<o _ i i / / / / / / ' l %%i,, // l / i i i / �' \ \ 9 1 1' I 1 1 1 1 \ :., \ l I I I o \ \ \ . \ \ \ 438 Ij -wo/ /'V'::':'i.::::::.:: I I \ • _ /SIZALE1"=40' \\\ 1/ 1 \ \6) \\ \ N`5�J \ _ -- �ryY. \ .I I \ \ ,\ .i: ��: O:•'1 1 qs... - _---_— _ _ 'i ''''�' _ _ `� \\ \ \`�\\ \`\\\ \\\ \\ �\R l7 / � of \ \ .• i^,�.•V• I I •:I, I - q`s6 ' '�-_ — '� _� � �- � -�' 450 ___--' _ -___ � \ \ \\ \ \ \ \� \ \ \ \ �\\ \\\\. I i Oi.`n � \ � \ 1 1 \\ �\ •\• \ 1 I � ' / \ - _ � \ \ \ \ 1 1 \ \\ •\Fdu'\ �Z'' '' - --- 'i �_�_ _- i'/ / '' - -- --- - _ 450. \ S\ `\\ \ qq\ \` \ \ \ \\ N \ \ \ \ h h \ \ \ \ \ \ \ \♦ \ \ __________-- rn� 'a�=�,. •ham . \ ` \ ` _ _ I a � \ / % � ('�FT. DEL CR "f �''• ::� `';\ '; 7 � - � \ ` _ - "� .' ' i � /' � - � - - _ - - - - - _ _ o V'• I •� `,• / �^� ?'—/���p, 0 ST / , :'i \ \ -co_'._ / / i /- - - ry>. 1 .. 1//tl�•I I./-••j/ Fc�n _ q3? / /C`'� M� M� 't.�O�'' Ql:°\ `�-/' '/i�'�'�/�-_�------� _ .. p.^ \ ARfl�ll roco \e \`%G.�✓. r \. S�� ,S\\ \ \°.\ \ • l 9 ' / / ' / - ' 7 ' / \ ` u'ii / - _ f / - alt�n I LAO I MIN /v • ` � I I / A / l / / l l � l I s \ \ \ \ \ \ r t. � � � ' � ' �/ / / ' / \ (` / vc°u°'y y / <r/v� / / � � // qQ8 . •' / I .�/I'• / l � / / / / / / / / / l � I I I I \ \ \ �� ' / �' '/ � ' _- , :r 'd' owe/ / / /./ / I /J'/ / // � / / / / //.// / / / // / I I I I I I I 1 430 \ 445 \\ \\\- / / / � // ,/�'p h x J� ..,'•k� v/ // / / 'i / �// / '.�t?v /// / / � \/ / 447 // ?p 440 / �' / / cv •':• / �cFl �.... / / / / / / �, / 436.7 „SZ I / • � / / � / / / � � l I I I I I \ I I 1 I \ ` \ \ - - � � � � � . / / X �� 1 � � - / '�:•460 ' ir..';'.'! • / i � cp. / / / / / / l /l / / / // / //// // it / i I I I I I\ \ 1 111 11 I �� I I \ \ q3S - '�'i' /ice / / ���•- ��J' , .✓� 9 // // /' 2 / / // / // .. / / / 4\\\45 / / � / / / / / / I I \ x � \ 1 1 I I I I / 3 � _ - � � ' / � ' � I� � -// 45 / � /. '•/ : / / / / / / / / / / � / / � I I I I \ \ \ \ \ 1 II III III I 1 4�•\ \ \ \� _ ___ __ _' i �� i// � � � _ � � �,9�::,.. // � ..h:h / / // � / .f.,...� f:, / �•.,/ / / 444, / 458',;':',';' � . v P / ..7 :. •.. ::.P. �h` h0;., N:; / •• i'C` . / /SCALE A..=40' _-/ _ — 45 \ /`V�::A-F ' _ _ - _ _ - - - - _ = I� — - - - ' _ - - ' / ' _ _ _ - - - - - it ✓l , / l /l I l / :'`r. ,-` + :C:'.i':i / / I I I :,Fr.,':•j is \ ` \ 49S AM HEIGHT OF OBJECT - 3.5' 460 460 455 / / / / 455 28� / oR 450 PROPOSED 450 / RADE / HEIGHT OF EYE = 3.5 / / � / 445 445 HEIGHT OF OBJECT = 3.5' 440 440 OFt\ZONOFt\v 435 435 EXISTING / / GRADE \ / / 430 � 430 / 425 / 425 420 420 0 50 PROFILE SCALE ARD ARD 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 T EYE = 3.5' 465 192, 460 460 \ PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 543t0 1012612020 \` M E 0 o N � N C > E v E w Lu Q LL , 3 p LL � V oMo z -n O M o LL Nv a t'/1 z W v M z f " 30�Q V Vt a LL w LnU5; OwW 00 00 � a a M O W W C7 0 O O F � N > W O IV \ rD IV Q O z 0 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN Lu V J J I� I w Lu LL. > O ^ w L1 J O Lu U J w coZ LuQ Q > O c) O Lu " _ C O O 2 O JOB NO. 40919 SHEET No. C5.06 9+50 10+00 11+00 1 FUTURE ROADT15+00 O WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L 16+00 9+50 10+00 11+00 12+00 ARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFIL HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 t� I l \ \ \ `\ \ 0 \ \ \\ / \ \ \ \` --GT j \ \ 1 1 \\� \ \�\\ f' / \\ .:.` .. .vr• `\ \\ \ //// / 111 Ir/�--—__----- \ \\ , •N♦ , Of S 4 \ \ 1 III + I \ \ 1 I , \ 1 1 11 \ \ \ \\ \ \\ _ •'::;�.:. � �,==�=�', , „ - � CLINT W. \I 1 1 1 \ I 1 I \ \ 1 \ I 1 \ \ \ \ 1 1 1012612020 SCALE 1 "=40' V I 1 1 \ \ \\ SCALE V=40' ` \ \ ` ss� \\\... 1 0 _ 40' 80' I \ \ \ \\ \ \ �' - \ \ \ \ \ \ \ \ \ O \ 1 1 1 I .: p.:''� .: Q::. •: :•.'�'.:>:.Y �.:"---�... :.l..p •p p. \ \ \ \ �bti i / �� \ \`\\\\\\\ \\ \\\ ` �O \ \ \ \\ \ \ _ ` \ \ pW� \ \ \ '. '% 461 1 \ 1 \ I ::•.•. W;'.':ti.t::'a'':'p.:':1'.:'�'. '•'•;•: wr:•.•," .•.., . tJ...' �'!��,.;,?:. !9..; - � ' _ - - - _ LU LL r \ \ \ 460 \ \.. 441 \ \ / \ \ — _ _ — _ _ ` \ \ \ \\ \ \ \ \ ¢� -i cJ oo z ' \ \ 4 1�1 I I .. \.. \ .i.. \ \ I I I I 442 \ \ \ \ \ — _ -j _ --- _ \ \ \ \ \\\ �e••e oui O ? /r J Ir v .. I I 1 / S \ \ ..1 \ \cSd' '';"\\ �^ \ \ \ \ ` ` \ \ .•�.; \ \ .\ .: N/ I :45\8I I I \ \ \ `\\:\. \:•\' \\ :\ / / I. I I. 445 �5—L.444 1!G ,f-LMvLL6 ry Cwp 0 Akill EzJ 2a2 148 I \ \ Ui 456 45 g5o5g' \ \ \ �\`( 2 Rk\T 457 p�W - CARDINAL HILL LANE / / pps O`- - _- / / - - - - - - \ \ \ \ \ \ ` \ \ \ \ \ \\ \ \ \ ~ ° ° > 1 _ \ / \ LU 1\1 Li ( / — — — / \ ` l / / / _ -F�= \ 1+ I / ` \ -- \-- _ \ \ S� / / 4$6 - --- / �_ _ !. '44R• 1 fit\ _ __ -- _ - p b�• \bhp -bhp \ \6Jh\ `\ \ `\ `\ ` \ ow 2 2 I \ O\ \\ r .I 1 ., ....✓ - 44 I ___' _— --o�� �\ �P�� \ \ \ eon >> I Hi D 001 v\ \ \ \ \ CARDI AL HILL N W G _ / / 456 447 5 \ 1 1 — — — —_ co. . , .. v�. '• \ O O p - $\ �l I 1 448 1 .:•r,•.D•;": 1 I I I — "-cop'. \ ` \ k`?:: \ v Au s SIGHT DIS'fgNC - s ' / _ s \ I \ \ \ S - 280 I I \. /' S 11 Fs,;i,. I I AR6 I — _ 'EST \ ,a�ry: 1 d d ...:.. , ...:;.:.-: .: .. ... .,.;, '. • •. :`'. \ ,� g487• t:.•...: t I I I 1 �� \\ \\ �h 11 1 O tWiltWil I I I I ! \ 1 \ I I I � � \ �4Q \4Q6 I I / / \ \ \ \. ,\ \ \ \ 56 \ .e 4454 / /4 1 \ .\ \\ :. �,WW� \ `\ \ / I I I I 2 �� ^1 •I I I I I 1 / O 1 \ \\%, 445 I I I / / ' � \ ` \ - - 455 \ O / ` 45" \ — I i IG DI TA E I 28 —443 I I I T .., QS \ _ / .AS / l \ .. ... •':,yt F:'::::': I I I I - I I A9 7:.' N ,441 442 \ 3. / 1" I Y 0 p• 1 I R o p /(�9 I , I I 1 I // ' \ \ . \ \ \ _ _ ` 4$1., \ � ` \ _ �' :. \ . %,..: .. t : ,' RR I .::.':L:•'::::::: � I I I I I I / ' .• � rn y / h / / T � AM 1'i ', i - e,� use `` �•pe, gip.- ` ` ��. ` „mow -"\ • ` I •�I'� % I� _ ,I I o /� •� i III // e ,%,�` �. •DATE 61412020 V 1 �! •' , ►�'" •:� � �:���_ �/ _ � � � � _ �° �j �/ `'� � m III. �/i��. i ����►..1�i��.��' DRAWN ��. '�`I� $�� I .��uw��.av_ ��" �I ��'� m_ w • rw�i mm ��,� �1 � ��i � / � CI �%�� I � \��� �� �j►�®� ''� I' - s' _fir "�'�'_�� ��,� �' �f � � ���� -��ji ''•'~'; ,'C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT �� .. � . _ % ♦ ,,,,,r�, l � ��� tip, • • • rl (W 470 465 465 470 470 V HEIGHT OF 465 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 123' 460 — 460 IGHT OF E i OBJECT=3.5' / / / 455 PROPOSED 455 2 GRADE sp 450 445 445 / EXISTING GRADE 440 440 10+00 11+00 12+00 13+00 14+00 15+00 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE r-HEIGHT OF OBJECT = 3.5' 460 460 \ 455 455 \SO\ HEIGHT OF — EYE 3.5' HEIGHT OF 450 �/ OBJECT=3.5' 450 st* / \ / \ 445 i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' EIGHT OF 465 ' 1� EYE = 3.5' 465 460 460 PROPOSED GRADE \ HEIGHT OF \ \ OBJECT = 3.5' 455 \ 455 \ 450 450 \ EXISTING GRADE \ 445 445 440 440 Q J try 0 w ce z J W LL > O ^ w L1 J O L LU U J w coZ WJ aQ > OLL L0 C) O LU C O O T � T 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE O HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 5 V l JOB NO. 0 0 40919 0 501 0 50 SHEET NO. PROFILE SCALE PROFILE SCALE C5.07 L 0 If f , o 1 / O It I //'/ l�l I / / / / / / / / l- '�i _ �iii//q // /ri / - r'LI- > / i i % / --- / ZZ===== - --- �\ VA \_0Al O /, /S // - - a.� I ! / \ o / of, / � ,/, // / /� � � _ /!/ / /�/i/ i /i //, I I - � PROP. \ °, �-3/i �( / \/'i �j_'4Si�JlII/I///, \ - \ / II/ / °% / / /� J/ \ / j� _ _ / II 111 llyl Ill /'//O% //♦ '/i / // / / !1 / /'/'! / /p� _ / / / a"�>1 \\"`\N -'// \\ \ / /i /jl/ o/ // // , > �_��� :_ /J111111 III�11 11j114�/��\.v / / % _ ° // %i / �/ / / l I / __ - - I) \ 1 \\ \( l I / I r Ti' O \ \ I \ \ \ l \ ` 1 / ' r/ / `( �: i/< / ///�// Ill! �� \\ `\' \IC'll II \l \91\ �I 1 \\� /- \\\__� \`C7iil`.---_-+�_ / /\�\\\\ \ \_ 1 \\I\\\'s\ /bQ-_ � I�i\ \ I I / l \ \ _ _ r /IIII Ilfr`5�\_� `^!�/11 �I I �'I'� a�r'� /= i� �11'�\ \ \\\ - 4, I I' / ! \ \ - _ lr///o�-=- �4'so:%�' • _ __ _ ? ` \\ l/ I l/1 /llI II 1 I 'llIq�'/ /%/// \\ -��\` f- _ / \ \ l\ / 7�J I // �`�_ 11 �1 \\\\ \\ 1 / ! i =_ -_affj \ll/�/\ % \\1 I I III / III II� \\�� - ,,....re�/�� 1�� l/ � / /// //, -_ - / � \ \ f -_\��/-'-_ I1 u u1 /// //// i - \ \ ( r _ /� \ r \ \\\t \II\ \ II 11 PRE -DEVELOPED ONSITE / I / l f / ! /I //l / % / / _ - / \� �� \ \ / \ - \� kl' r r /i ll1 IQ I l 1 _ _- c _ - I / /// _ 1 I' ��,^,/� DRAINAGE AREA 11 l /l/ - \ _ \\ 1 \ - / // c`�` a/'// �I II I \• 1 IIII l/Ill ('IIII \\�� \\\\ \\ \\\ \\\ \\\ \\ \\ \ �,• ll f I IIT\� ll I \ 111 If TOTAL: 15.63 AC �. // I I/�° \ 11 7 �i _ �- + --r\ \ ate\ \°\\�\\\\\\ rl IMPERVIOUS.TURF0.00AC \ `(/�l r ) 11\\\` I i/! - - a / ) \\1L 1 ) I��-/4,l'/// / ! 1 \, Imo\ = - \ \ r t. U \ \\� pLl\ \\\\ q\ \\ \ J / X� IfINGRWSA20' \)\\\\_!\11 7ERLlNEESMT. WOODS: 15.10 AC r' ,IIIII\\\\db _ _ _ - _ JI/II\\\\FUJ1AdE�.� \� 1\�t \t �\�\11 q,l�ll /r� p'150 TIC 6.0 °/ / / ��' �// J \ \ \ \ _T/,� / / � / \ \ ��••yy \ \\ \ \\\\IIII P 14 �_� / �n N =��_ - �,✓�-_�/o /ii' '//�'�--_ -\\ \\\ �t� � -_ 4b Y\ •: - r!/ _ ��a� , / // / s, \ / r 6 1 / / /, / I o q1 11 \\�(II 1III IIII 1I X \ \\Q `oq Q 000/0.00 °/ \,u ll/ l \ � \\ 450 %' \ \� \ \ -\ \ 1 1 I• /i��W)FL 1fl�lC�-ii��ii7 %= �� ' \ '�(1\ // 1, /i%i / //� 1 `\� \\\ CCH_AR_LSs'E��I__ _ \ \ i\\ •\//�/ / 17 //j/ I i/ \ \ J4384 _%ii%/ /11kll 71 .�• / .// //i'J1--��ii'iir// /%////�/ / / I 1I / _ i�i'iii i//�✓�-sus_ \ \\ '/ q / /./ , /// / /��/ ����__--'/i////p>////�%%����ii( �'� ✓ 1//////�\`c��� ��ri'����-`_'�'�'ij r//�//� I/�/ /j�-l/t/ �I��I(1,1111 -N\�\\ // /° /' //// '� _ / ♦/b / /1 �// / /t _ / I/%//•� // �.�;/� / / �,i -M r /•' �� I 1 l\`-'�i \\\\\\\ �1�11 \ Vol ~. 1/IIl1,(I �' Lr� \�\I/I//IIII/ // / / �r60� I 1 I I 1 I I 1 / 1 / / / i3 \\ 1 I l // / l / / 1 0�p / / b s / PRE -DEVELOPED OFFSITE ! / // J i/ l /%// \� �� I // ll / , / / DRAINAGE AREA = b3 �s 'S;'�/G/��iii�i//// �' �(/ Y/ ' / 1 /// / �.. \\ \ 1 1 1 / / '/ / TOTAL: 1.47 AC € I T / \ II III 1 // / / / ' / / / ii /i/ IMPERVIOUS: 0.53 AC 7-� / / /I- iS / /' - I' 1 \�\ \ \ \ \ •\�✓� 1 , - 0.00 AC /i/ /i /� / %/ / - 1 /\\ \ \\ll \\ � /i / / // i / r \_ / / /i i/ y� i //// / cI\ I I II I IIII \ \ �/ / `^/// ®/Y \ \ �\ C\\1 Illl// 1 III l I llllrl 11 I I 1 \� \ \ \` _� - ��� WOODS: 0.94 AC / lam/ \///:IIIIIIIIIIIlI1I//1IIIII\\ �_-_ i//�/r��r• s//✓/�//// // `� / // / .\I 1 \\\ \ �\� �\\\\ \\ \ O \ \\ =74 IIII IIIII 1 \ \ \ _ _�_ i r/i� lII\y`\ \��_ _�1`►��/i/"` Tc 6.0 //i / r'r //Ji I-_ \\ '-G�/ /\\/1 ���\\\ ! \\\I\�\\\\\\ l \\\\i� �c �-11D! // �!i _ r•.., ., i // /r/ / u - p \ '\ 1 / \ _ \�\ \ '1'1 t\ I \ \\ \�\ �-��g = r\\\\\ \\\\\ M,� �i� .f��i%',� •�i4% lln %// // /i / (' �C\11IIIIIII j111�1 1. \` sk `i , \\ ��_ _ _r. `/ �� \ *�-���_ / /\ \\V II I \����'- \=��\\\��_//fijii',i f/�s4� ��,``�a\��� \\\\ Z•\ \\ \\ \\\ \ - l\ \ t \\ - 8_ /`• \ il�hV 11 _ \\ /� I\_\\y\�a��xRr�\\���__����_ /JI / l ( 4 �i \ \�\\\� _ �\O = c -�%� -� / / /%/ /i /i S�'� s•-� - - _ _lv\� \ \ )J / / %C r � PRE -DEVELOPED DRAINAGE AREAS / 0 If ill / / to /-A- A 0 l-' / \ ' / %/ ��p�l '�/// �i%%� / / I / / / ! / ) ^� , -_%> / - _ DRAINAGE AREA 3 / / / / // ,, r / I / / _ 11 r / _ ;_ - \ ./ /o / i / / / of I 1 />/�r/ , „l'// j/ /� '� // - -_ TOTAL: 8.48 AC //i //, /// // / // / / / /// / / I ' _ _ PROP. \ ( //// _ 4IMPERVIOUS: 1.96�- \ �i �i ' , DRAINAGE AREA 4 \ 0 //// �� j TURF: 6.52 AC _ WOODS: 0.00 AC I / /Oi _ \ \ /r // / o TOTAL: 1.06 AC % '- ' % i _ / / '.� v=`'_-_f_ r / / \ \\ \ \\ \ \ / 6l3 I o IMPERVIOUS: 0.18 AC // r - - = CN = 70 IIII I ItN, /, / r Q �'�_' ll ll I 1 I l \ 9d ll / Z i-Tc=6.0 \C 11 /TURF: 0.62 AC I WOODS:0.26AC\�,i" \\ \\\\\\\\ \ \ \ \ \ ` 1 \ - - /�y7 �` //yi/-•'- j / % �� \ . lI)\lll/Irl� CN=67 Tc = 6.0 /III(/ ///�ll t >'/,l I/� IIIj1 Ill/ /II (II l I I \ \� \ \ t \\ 7(1 _ _-r \ \\\\\ I(�. '7 /� / /l l y r I \,: = - \ ' r-t. \� pLl \A\ \\\\� \\\o\\\Q'd ` 'J 111 i'RLINEESMT I � _ _ \ X� IfING RWSA 20' I \\ \ \ \ \ \\\ \\ .�\ \\ - - '� ri//////// / / / __ - ' 4 /iiir / ) I DRAINAGE AREA 1 B 7 DRAINAGE AREA5 \ _i ///9ir °i ' / ` % o d/ \\ \\ k \TOTAL: 1.47 AC TOTAL: 0.27 AC . = %ii p / / \ \\ j- // a ( \� \ �� IMPERVIOUS: 0.53 AC GIMP V ��--- - -� ER IOUS: \ c 006AC. \ TURF: 0.18AC ,/� _ �0 35 \ \ \� TURF: O.00AC , - - 1 F' \ I t•I I/�I� �\ ,'ql WOODS: 0.04 AC WOODS: 0.94 AC % \ \" _ _ - ' / I / l / \ ti/ I I \ ll / I \ \ t�\�� / /Tc=/6.0_-�-'-�-�_'' �- _= �`,_- '= / /ri/rr "/rb„/i ///O ,(PV , /)- �i�. -/-- /i•�-, /CN /=7�4CN=69 c=6.0 OC\ O-\ /%-__---_!' \ ' - Q _-Oa--'�_- \_"' _`, /_�'. J. \\ _ r•'� \ ( 71/ 1I I1/1/ 1 r /I 1\ / \\ II 1'p\I/ /I�(\ \ / I^ / /� \ l �y \_ �/ �/ !l/lll/�a/M1/m/�I III III/ / I/I/IIII IIINI�)IITIpIIIl III\I1I\\\\�\�\\�\�\ / I\\` \ \ \ \ r/ \1 / / � eo R / AST- _ - _\ I / / e//•/ I / �\\�\ -''" _`� `� \ /��-'�-= Illh �\ \ 1 � p�+*j ` / I-j9'l�./ ll, / /� /// , ,�\\A II I-/ /., 4 < _ i \ I• � - ///� FAj�C�L�(Au j-/1�� �HAR-L�/�E �'r / / \ 1 �/) // I 1\1 \ ,�\•\ /�I - )/i��'� y�WO �liiI lgI\,_ /iii/�✓_���s_ \ \\ y \\\\ /�////'•��---ac=��� _ {_i �.��/����/J} '_- N& i i '/iii r 1 f --+�/\/�i/i/ / t\ I 9� \ IIq T IAI, I I .\\\��\ \ 1 I\ 1 I DRAINAGE AREA 1A / I / / �„ /'�'i / / i i/ / / - - / I p I TOTAL:4.39AC'-/ /� � / - ' / ,/4�r//�/ri/ ����-___-'� ///o //ii / IMPERVIOUS: 2.55 AC +A \\ �fN \ / / , / 1 - / / /� / / / /�_ �O� jai/� i//�'// % i // /i/> / _ I L l / •- 1 1 �\ \\ \\ \\'Q' 1 TURF: 143 AC 1WOODS: .41 AC /I/11 /i- \ \\\ ^ \\\\\\ 1 \\\\\`\ \�� > \ \ \\ •\.i��` ,/// I11 III I \ \ �.tJ�• CN=82 // nllu J/i `G �� :DRAINAGE AREA �/ j,r 111 l/ 2 TOTAL: 1.69 AC � li / \ \t\\ _ IMPERVIOUS: 1.04 AC m�=r_..c _r-_'\\ e� "j/TURF- 064 AC WOODS:0.01AC o,l�s��\� CN = 84 ll \\ \\\ O\\�,Zi �Tc=6.0 - �.. yr� �\ - �Y••-- -_ -__` Q/' r/ JII / - .\A\I a \:\�,.� i' 0/-'`�\1\ II' \ \ , \ III POST -DEVELOPED DRAINAGE AREAS o a� J �1f /��j'�% /% /%��//' // -�� j%%` � t _- l =_/� =%/// \ � �4 7✓/i 1 �' �1r; �r � ^ /r _ \-.vim �.� 1 /I I I 1 II \ \ \\ \ wv \0. WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 15.63 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 15.10 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.87 0.428 10 YEAR 46.44 PRE AREA 2 (OFFSITE) AREA = 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) COMBINED FLOW AT ANALYSIS POINT 1 1 YEAR 2.37 0.104 Q (CFS) 10 YEAR 7.17 1 YEAR 10.18 10 YEAR 53.64 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.68 ACRES IMPERVIOUS = 2.71 AC. MANAGED TURF = 1.51 AC. WOODED = 0.46 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.45 0.508 10 YEAR 28.38 POST AREA 1BTO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.47 ACRES IMPERVIOUS = 0.53 AC. MANAGED TURF = 0.00 AC. WOODED = 0.94 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.37 0.104 1 YEAR 1.88 10 YEAR 7.17 10 YEAR 34.62 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 1.69 ACRES IMPERVIOUS = 1.04 AC. MANAGED TURF = 0.64 AC. WOODED = 0.01 AC. Tc = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 4.53 0.202 1 YEAR 0.32 10 YEAR 10.72 10 YEAR 10.53 POST AREA 3 TO STORAGE PIPE (ONSITE, DETAINED) AREA = 8.48 ACRES IMPERVIOUS = 1.96 AC. MANAGED TURF = 6.52 AC. WOODED = 0.00 AC. Tc = 6.0 MIN. FLOW THROUGH STORAGE PIPE Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 10.47 0.466 1 YEAR 2.22 10 YEAR 36.22 10 YEAR 36.07 POST AREA 4 (ONSITE, UNDETAINED) AREA = 1.06 ACRES IMPERVIOUS = 0.18 AC. MANAGED TURF = 0.62 AC. WOODED = 0.26 AC. Tc = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 1.03 0.047 10 YEAR 4.09 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.28 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.18 AC. WOODED = 0.04 AC. Tc = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 4.30 10 YEAR 1.17 10 YEAR 86.40 CHANNEL PROTECTION (ENERGY BALANCE): �(,I "DEVELOPED < 0-80*(`PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + a•PRE-DEVELOPED OFFSITE QMwc (1-YR) < 0.80`(7.87 " 0.428AC-FT) / (0.508 + 0.202 + 0.466 + 0.047 + 0.014)AC-FT + (2.37) = 4.55 CFS Q(1 YR) POST -DEVELOPED = 4.30 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 ONE UNDERGROUND STORAGE PIPE. 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 0/26/2020 psi \` Im-UNAL SC. 4'I ^� E 0 � o N � N C > E w v E w , 3 Q a o 3 U. p 0 wo _j V oMo z O rn (n N v a (7 W vM rr � v 30�Q VV) IX N LL W p a J v I_ I_ .0 >� O W W ~ �rn V) wM Lu 00 00 � d d M O x � � C7 0 �� F cZI O 0 w F �r*4 tV Q O� z O in DATE 0 6/4/2020 } 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 � Ld rLrLnJJ V 0� a J i Q W10 > Q O 0 O ~ W" 0 0 0 U) 0 2 0 U) JOB NO. 40919 SHEET NO. C6.00 L BASKET 24" LONG EPDXY COATED #4 F I:ivi9gII"T Al STONE FILL RIPRAP-LINED PRE-TREATMENT CELL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #1 NO SCALE �24 TW ELEV. 431.91 0 0 0 BASKET EDGE 0 0 24" LONG EPDXY COATED #4 REBAR 12" RIPRAP-LINED PRE-TREATMENT CELL BIN ELEV. 430.91 o O EMBEDS o� o Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE TOP OF 66" STORAGE PIPE ELEV. = 418.70' 710 YEAR WSE 418.21' TOP OF WEIR PLATE 416.50' _1 YEAR WSE 416.48' STEEL PLATE ELEV. 413.20' 7" ORIFICE WITH TRASH RACK INV 413.20' UNDERGROUND CMP WEIR PLATE SECTION DETAIL - SWM A I \\\ ------ �/ I \\\ ------------ - - - - - / i I � � I - _ _ -��- I( -- -- - NO SCALE ---_-_ (P 0 0 i ° / o o 0 / + o I °° \ I o �VDOT-SIGHT f o I I 0 \ \ MANAGED �° _ DISTANCE O o / ° \ \ \ \ .'/ STEEP SLOPES I EASEMENT ° ' ° \ \ (TYPICAL) �o ' o oo + \ + >�. o ° �� / o / R/LK- M - --------------- ------------------------ e � DRAINAGE AREA C UNDETAINED TO DITCH ALONG OLD LYNCHBURG ROAD PARCEL 09000-00-00-OOlAO SOUTq&pODCHARLOTTESVILLELLC HOOD MODEL TRICT ja �• ■ ♦ o 0 / 0 V N N O V N U /1 fT7 v PARCEL 07600-00-00-051 N SOUTHWOOD CHARLOTTESVILLE LL -j NEIGHBORHOOD MOD DISTRICT ,)R 4 1 8 u 5291" IZ vv wo.y� + r � / o o / o / o ° / IMPERVIOUS = 6.30 AC �� a\ \ �'tt �' 1 - - - - - I` ° ° o ° ( /o o ° / PERVIOUS = 9.40 AC \� , /C�� n y ° * _ o I ��---�__-= off/ �/ /�� C� � I\\ \ --- �� o°-- \> II` �\\_VJ LI \` U I II �k / _./i I ° o o / BIORETENTION #1 0 -- / /� vvvvv I 1, a 0 +00 0° / vvvvvg + _I L \ o ° ° ,// o ° vvvv v 1�1' 0 ° ° ° 0 0 0 o'O o 0 0 ° ° ° ° + v v v v v v W ^; ; I ��% 1 , \ -/ ° / va to as -� / w- - - �--� % / I1 I +/ + °° I / /v v v v v v �v: / / J DRAINAGE AREA A `� / 1�/ ! I► I 1 ` PARCEL 090A1-00-00-001DO v/ ---J + i \ SOUTHWOOD CHARLOTTESVILLE LLC I I ..vvv vv vvvvvvv' / BIORETENTION#1 �____--��y C\ G\J ' + / ° ° I 7 v v v v vv v v v v v v 5/ v / / TOTAL = 4.39 AC * - - - G - I ` ` R2 RESIDENTIAL o v I vvvv v�tvvvvvvvvdw / PERVIOUS=2.55AC / L/•/ DB.3375PG.063 o vvvv." I I �v*vvvvvv vvvvvv /j / IMPERVIOUS / `w^ /�\ -vvvvvvvvvvv / .J\' ° vvvvv "SWM FOREST AND .vvvvvvvvv / FILTER AREA REQ. = 3,669 SF I f vvvvvvv' OPEN SPACEvvvvvvv ; v v AREA = 6.87 AC vvvv v PAR AREA PROVIDED = 3,809 SF I r J �i 1 0 + v v v v vvv UTHW ELL 1 e X3 \ I i ( 1 f1 + + ° boo' I I a.o. v v P EIGHB Al ' lcr _ +� ° + vvv I I VV�vvv ��p / o v v v I j7 v v.v v v� DRAINAGE o f o v vv . I I'. vxv � � BIORETENTION #2 ° v v v v I I'.' v v 1� TOTAL = 1.69 ° '+ vvvv v v PERVIOUS = 0.65 AC 0 /bpi ,' • . vvvv * ° ' vvvvv��aI�vv IMPERVIOUS =1.02AC 0 v v v vl� C�Iv v FILTER AREA REQ. = 1,488 SIF + ° v v v v b bbbb v AREA PROVIDED = 1,587 SIF ` .J //+W ° v v v v AREA EXCLUDED FROM Imo, / ^ I r�y / I°o g v v v v v D QUALITY CALCULATIONS // `/ o v v v v v v� d A/ AREA = 4.76 AC \ ° vvvvvvvvvv . �\ i\' ♦`` .. '\ i / °( vvvvvvvvv ° vvvvvvvvvv\v v 68 �``_---_V ✓ * ° vvvvvvvvvcT� v \ 0 vvvvvvvvvvv vvw6 (, vvvvvvvvvvvv� vv v I p° ' o vvao'vgvvvvvvv7\�vd\vaa oaa \ 3rvvvvvvvvvvv\v\v'vbvvv� \ �n vvvvvvvvvv\vv�vg svd �dv°wwwwv°W / \ °° vvvvvvv\YYq7 vv-V-a��VVvvvvv-1'v'v,r-vQi svvvv \ o �9ii�v�vvi�d v -v-vvvv-v•aV-vvvvvvvvvv68 vvvvvvv j ® j ° vv yvv-v-v_tw�vvvVv-wvvvvvvvvv vvvvvvvvv / vvv + + o \ v�Pv-a-D Qv �"'d'�p p_v vP6L-,v v v v v 7 v vwvav vvv °0 + aVVVVV_vv9VTV ,V_77v-Stvavwvvvvvvv vvvvvvv vvvv ° v v v v v vb�-v-Kg�v� v� v v v v v v v v vvv vvvv vvv v I TREE PRESERVATION � vv(�avvvvvvv�u RZO 7vvvvvvvvvvv vvvvvvvvv vvvvv / vvvv vvvv / _AREA=6.60ACRES � y ��� vvvvvvvvvvv vvv vvvvvvvv vvvvv ab_v9��vvvvb-R vvvvvvvvvv vv vvvvvvvv vvvvv \ - V°o b. VVVVVV6�P v5�SP c9� VDZ v v v v v vvvvvvvvv vvvv'�v / o+ + v.vvvvb$v',vvvv°vvvvv vvvvvvvvvv vvn�vvvvv \1 vvvlvav�-vv°vvvv d�gvv v. v y vvv ° 1 vvv wiz> v`v v v v�"�a "a 9�V��RiYv a \ °o "'� \ I�/p + "'� VAS( v v v v v VT�vvvvvp�BA��h97b v v / * =UPPER vvvv PORTION OF FOREST OUTSIDE v vvvvv v �v tl d vvv v v v. e �I o OFWPO/100 YEAR FLOOD PLAIN dam% vvvvvvvvvvvvvvvv, ° TO BE DEDICATED AS PART OF v^��q��vv vvvvvvvvvvv ° MITIGATION PLAN vv6Rdw vvvvvvvvvv 0 0 0 vvv �9���Bt9 o o° + '�� �� °a, vvvv\vvvvv / O ° o° o vvvv\\v , L] \ °° 00 0 ` °0 oo°OOOpOo° `� °°° \\ \\� / 0\\ o _ p \ 1\ 0 ` o 0 +�°\!\�N�i 0 1 0 STREAM BUFFER/ °° / o �� FLOOD PLAIN°° ° ° l/• C %\ C IIF I'o CONSERVATION AREA 1J I \\ I/ n0I \ o o ° + - I d o / OVERALL o 0 - o / DEVELOPMENT AREA I � o o ° TOTAL AREA = 15.70 AC / k ` J - - - _ (2) 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' 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 SCHEDULE40 PVC UNDERDRAIN MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 30" HDPE NOTES T. 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) I STORAGE DEPTH = 15% X 12,290 / 3.35' = 550 SF SURFACE AREA PROVIDED: 579 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE SCALE 1"=100' 0 100, 200' 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 LEGEND vvvSWIMFOREST vWvv AND OPEN SPACE SW PROPOSED IMPERVIOUS AREA CONCEPTUALFUTURE IMPERVIOUS AREA AREA EXCLUDED 7/71 FROM CALCULATIONS 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 SCHEDULE 40-`�!` J �`..I 24' HDPE PVC UNDERDRAIN ?vov 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) I 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 e Lic. N . 54380 0/26/2020 WZ-0;1AL O x (7 0 F w w Lu x a z O > D 0 DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' (W V H� < z `�} W Q a w J 0< Q w J co I" I" I < LLI LL W O Lu I..L O C) VJ 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 0 m 0 3 c a v'O o o 0 -z 20 162 c A - a c m a0 0 �o O 3 U3 z„ 0 2 a mg o r U3 n dm 2 Y X C 0,0 dh 0 = E `o 06 06 a c �a 10 a 0 0.2 a c m N 0 n ° c ° nE L F E L - - - - - - - - - ° °------- - - - - -- 9- 0/ (TYPI AL) / / / / / / a / DEQ Virginia RumffRedu nMHh New Development Compliance Spr dshcset-Version 3.0 'T » j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / / / / / / / / / / / / / / / ° �2o11 BMP Sandxds atM Spedfiotiom 02013 Draft BMP Standards and Specifications ° / / STEEPASLOP9S / / ° - 7 _ _ _ _ _ _ / / / / / / Project Name: Southwood o \ ' STREAM CENTERLINE �,\ / / / / / / / / / / / / / (P��SERVED) / ° o / Date: 6/4/2020 O \ / - - - - - - - O / BMP Design spec hcmmm Lrrt: 2013 Draft Stds&Specs 0 -7 _ _ - \ 000 / \� / / / / / / / / / / 6 0 / Site Information ° O O / \ / / - - - - - - - - \ / / / 56 / / / / / Or OY / ' ` / \ / / / /o / o/ / Post -Development Project (Treatment Volume and Loads) / 0 / / ' ' / / / / / / / / o / ' / land Cnver(acies) ` / - _ / STEEP/ SLOPES / ° 0 / I000\ / / ' `P \ ` / / / // i / / / / (PRESERVljD) / 0 ° F 0PI\ V`� / A Sails Bsails CSoils DSoils Tmals Foreat/Open space (aced) undisturbed, oteaedfxe n 0rrelerezted 6.98 698 MaMged Twf ai eal-diatumcd,graded for Mzo,mhenurfmbe 9.M 9'40 Imperviouscawr(xrea) 630 &M •Fmesr/Opm Spore smustbeprmactedlnams nwwiMd VjMjmoftmff Fe im Method 22.68 000, / / / / /O I I I I Constants Runoff Coefficients Rv /// /// / / o / / I / I I / / \\\ � / / / / / oo° / / / / / / o o ` is Irk k y � t / t \ 101 0 0 / / kit / k / 1 p0 /DEVELOPMENTOle// o 0 0 /l l I I l / � / Land Cover SummarYLeadsTreatment Volume and Nutrient Leads / k Trentment Volume I Fvest/Opm Space Cwx98 (acres) 6.0.6729 / (xre-rt) / k I I I l I weighted RV(farest) 0.0 Treatment Vol ume(cubic feet) 29,310 /t / / I / / %Eves[ 31% TP Load (16/yr) 18A2 k 1 TNWedIIb/yr) Mareged Tvfeotcr(acos) 9.wn. 131.)4 wrtglhred m•Imdl azo / 100 YEAR FLOODPLAIN %MaregedTud 41% na t k k t // / I 1 / I I �1/2 1 Iemos Cown(arres) 6.30 0 0 / / k k k k k k k kk k Ilk/ k 04 BV (irmewias) 0.95 // �- A15/ t t k t k �k / k j I I / I I• 1/ 1 %Irraehaaas za% 200 / / I l l 1 1 Site a,ea(aems) 2UiS t S e R 036 k t k /� t k / �\ �� I k / 103 k sic kI 0�/ IN- / P BUFFER Annual Rimiall(inches) 43 Ta Wn Rainfall Event(inihol LOU Total Phosphoms(rvIEMCIm l 0.26 Lanai NMWnrTN)EMC(miQ 1.86 Target TP load Db/acre/yr) 0.41 P, i.ittess mpechon factor) 0.90 1/1 In • • / FACILITY \ t T � 435 / 04 / I I ` • /' Site Results (Water Quality Compliance) P Area Checks / FOREST/OPEN SPACE lad / 02 ./ ° IMP ERVIOUSCOVERIad IMPERVIOUS COVER TREATED lad S I MANAGED TURF AREA Jac) I I MANAGED TURF AREA TREATED lad 03 I 1 AREA CHECK datamputcells onrtantvalux alculrthon cells DA.A DA. B DA. C DA. D DA E AMA CHECK 0.41 0.a2 Um 0.00 0.00 OR. 2.55 1.02 0.00 0.00 0.00 OK. 2.55 1.02 0.00 DOD 0.00 OK. 1.43 0.65 0.00 0.00 0.00 OR. 1.43 0.65 0.00 0.00 0.00 OK. OK. OK. ru, 1 I Site Treatment Volume (ft) z9,310 I y I I 1 I 1 8/ 11 43504 201 02J- I I 03 _ J 30- 1 403 I k k k\ k k \ \\ \ �' \\ \ �" \\ - --- 1 �%\ \� _ -\ 04 eel \ k \ k \k k \k Is k k k k \ �a� / 301 t It k k e k \6 k k \ / / / - t k t I kt k k \ k kt k 1 � \ \ 03 // k k k k a - 302 1 . I° ��iMlllllw � I \.ti / 402 \ \ I \\ 405 120 01 f � ,, � 1191 406 / . / _ - - - - -- / / / J 407 / / 446 435. / --109- SPN BIORETENTION FACILITY 2 SCALE: In = 20' Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUC ION VOLUME ACHIEVED (It'I TP LOAD AVAILABLE FOR REMOVAL (lb/yr) TP LOAD REDUCNON ACHIEVED (Ib/yr1 TP LOAD REMAINING (Ib/yr1 C DID D.A. E TOTAL 7,865 3,191 0 0 11,057 6182.51 !D!A 0 0.00 000 &68 2.25 0,00 0,00 Tilt 0.62 0.25 0.00 0.o0 0.00 0.88 NITROGEN LOAD REDUCTION A00VIED(lb/yr) 40.61 16.48 0.00 0.00 0.00 5T.09 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD(Ib/yr)M"" TP LOAD REDUCTION REQUIRED(Ib/yr) TP LOAD REDUCTION ACHIEVED (Ib/yr1 TP LOAD REMAINING (Ib/yr): REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.31 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yr1 131.]4 NITROGEN LOAD REDUCT )N ACHIEVED 116/yd 57.09 REMAINING POST -DEVELOPMENT NITROGEN LOAD IIb/yr) ]4.65 DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0 BMP Design Specifications List 2013 Draft Sttls&Specs Update Summary Sheet Site Summary Project Title: Southwood Date: 43986 Prinf Preview Prinf Total Rainfall = 43 inches Site Land Cover Summary A mils BSoils CSoils DSoilz Totals %ofratal Farert/Open(aves) 0.00 6.98 0.o0 am 6.98 31 Managed tart (acres) 0.m 9.M o.00 o.00 9.40 41 Impervious Cover (acres) 0.00 6.M 0.o0 aw 6.M 28 22.0 In Site Tv and Land Cover Nutrient Loads Site M 0.36 Treatment Volume (ft'l 29,310 TP Lead Ob/yr) 18.42 TN Lead Rb/yr) 131.74 Total TP Wad Reduction Required b 9. Site Compliance Summary Total Runoff Volume Reduction (ha) 11,057 Total TP Wad Reduction Achieved 7.81 (lb/w) Total TN Wad Reduction Achieved 57.09 (lb/W) Remaining Past Development TP Wad 10.61 (lb/yr) Remaining TP Wad Reduction(lb/yr) 1.31 Required Drainage Area Summary 0. A DAB DA.0 DA.D D.A.E Total Farert/Open(acres) 0.41 102 aw 0.00 O.UD 0A3 Managed Turf (acres) 1.43 0.0 0.00 0.00 0.00 2A8 ingenious Cower (acres) 2.55 1.02 0.00 0., 0.00 3.57 Total Area (acres) 4.39 1.69 0.00 0.00 0.00 6.08 Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D D.A.E Total TP Lead Reduced (lb/yrl 1 5.55 2.25 1 0.00 0.00 om 7.81 TN Load Reduced 06/yr) 1 40.61 16.48 1 am am am 57.09 Drainage Area A Summary Land Cover Summary ASoils BSoils CSolls DSolh Total %of Total Farert/Open (axes( 0.00 0.91 o.00 o.00 0.41 9 Managed Turf (acres) I 0.00 1.43 aw am 1.43 33 Irperakno Cover (acres) I 0.00 2.55 aw am 2.ss 58 1 4.39 BMP selectiona Managed Turf Impervious BMPTreatment TP Load from Untrerted TP TP Removed "'Remaining Downrtream Practia Credit Area Cover Credit Volume lB') Upsream Load to Practice (16/yr) hb/yd Treatment to be (acres( Area (acres) Practices llbs) Jibs) Employed Totallmpervious Cavx Treated(xra) 2.55 Total Turf Area Treated (acres) 1.43 Total TP Wad Reduction Adhiered in DA 0b/yr) 5.55 Total TN Wad Reduction Achiaed In DA Ib 40.61 Drainage Area B Summary Lana Coax summary AS 1z BSoils CSoils DSoilz Total %of Total Farert/Open(aves) 0.00 0.02 o.00 Dan 0.02 1 Managed Turf (acre) 0.00 0.65 0.00 0.00 0.65 M Irrpxviaus Covx (acre) 0.00 1.02 0.00 D W 1.02 60 BMP Selections Managed Turf Impervious BMPTrentmen[ TP Load from Up[rea d TP TP Removed TP Remaining Downsta a- Practices Credit Area Cover Credit Volume lB') Upstream teadto Practice (16/yr) (lb/yr) Treatment to be (acre) Area (acres( Practices llbz) (lbz) Employed Total Impervious Cover Treated (acres) 1.02 Total Turf Area Treated(acred 0.65 TctaIna Wad Reduction Achieved in DA (IbM) 2'ss Total TN Wad Reducim Achieved in DA (Ib/yr) 16 M 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 = 9.40 ACRES IMPERVIOUS COVER = 6.30 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.42 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.12 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.31 LB/YR' *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.12 LB/YR X 25% = 2.28 LB/YR > 1.31 LB/YR CLINT W. S F LET r Lic. N e 54380 1012612020 \` WZ-0I1AL S� q•� m E O U N � N C > E a E W < M LL 0 3 p U. 0 W 0 �� U00 Z _J O 01 a LU a Z W 0 M Z i � F 30�Q U tr) � O LL W Ln �� >� O W W ~ = rn w M 1 0 0 00 J J C) Cc C) Cc d d O = V) V) 0 0 Cc Cc O F p O \� LU LV Q O Z O in DATE 0 6/4/2020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SNIFFLE"" SCALE N/A • W V 11 0 a z � W C Q G i LLJ O � 1 J W Q 0 LL10 > v O �J,J 0 w in < O W" � 2 C) O O U) O `2 1 O U) JOB NO. 40919 SHEET No. C6.02 0 m 0 3 LL 9 0 oo Lz .2O o � c m w do w c asdo a0 O c � w C7 3 z„ O � a F to o �3 CL Min 2 :2 J N X C 0.0 `1m ev c 0 N O E ti m 06 a c �a 10 a 0 0.2 m a c m m c w° c 0 m uE 5� c E A Soils BSoils CSoils DSoils FmrezVOpen space 0.05 Managed Turf 0.15 ago 022 0.25 Impervious cover 0.95 0.95 0.95 0.95 L / \ \ \ \\ \\ \ \\ \ \ \ \ \ --- - / ' / '// /// / ' ' / ' 4 / / // ////'IIl l `/ ' I \\ \ \\ ----� / / 502 ° o \ - - Io\ - -- /o 107 144 `\lI \ \ \ \ \ \ \ ---� ---- Ia6 � / \ \ \ b0 // \ \ \ \ . \ .\ _, �_/i / / //I I \ \\ b \ I //_� /* "rr/i/,'.III\� � /1 � 'd/ / / 1 I 1II � \ \ \ \ \\ \ \ \ \ \ \\ \ \ \\ \ \\\ \\\\ \\\\ \\ ' /, 09''//�, II �11I / 4j (°/// r / ./ r�'Isic '--� \ o\ \ \ \ \ \ \ \ / / / / / // / / / - _ \\\\\\\\\\\\\\\\ �\�.\�`�`_\� ///j//j//,o// ,// / III -II /� ' �ti \ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ $TRWAIDI BUFFERi - - - / / / // / /i// 'r / r r d , / / / - / / / I I / / \ \ \ ell 7, o%1AT/,Ok AREA - �0 0 a°II\I�I °o/\\/ - - '� _\-y_�-'/_''r-_-/,�/•\/ �0 - i__-" �_/0_ O/'_%/`�O'_-g/c�-_�o �_�//�_ , - �'_-'- '_/ " / _/��a/- ,/ ✓/r/ ? %ii/'/y�l// i�' rTO//i 'i "•// '-,�//i ///// /� '6-�//2 -"// �/' / r/- /'/'/'///'"''/,/' /(' /////'6o / / bI'ti°I II 6/I,, // /j' /' ./ •/ �//O/••11w/iif0o\•/ g,�/�h/ •/ o\ \ ^M J2o of ///6//� h21222I622_n �T\\,I II I�/ �►I c�'/I� T- I �cII / lII` \ -\ / 1�I1C\'oHP _L\'���\/\C/\ ,\f�'`y�,•`\��- \\\ `I\ \ /,�_�,�'`, //-/ \\\ ' opW///\'\ O/\ A� K pp° -- - - -- - ROB ODLYOffHBER1 \ _" SYCAMORE YCAMORE StAl� �4r -43 I ° (VARYING fell -- - - - - -- - g_-0- MAPLE °208 o °° o °°/ 14 -.UGT '° ° o o o 0 o o0 op p0 00000/0000°0,0;1000- ' ' I� 204 4*/ jo /W MRNM== 232L 2 2A \°0 �'o °� 1 1 K 100 � i po / 4 9 2O\; p' 224B ✓ 4 L J /fto " '• p /uG 0-/// // O17 wol p / r p l / p/ UGP/// /O _I \,. IIIJ II I Jo I I � I , / 1 / 1 � l , / l i , / / / / / / i� \ v , / 1 � , I 242 I�rr/r �j 25„l I // / / / '/i/;;'///';;;'//,//r/'/►-�! I IT I I I p 1 1 \ \ \ I I 0 I ♦- Oy I %P I \ \\l \\\ \o \ \ P A \ o\ \ \ FA \ \ \ `O \ \ \ D. 98 \ \ \ \\ \\ \ \ A n. INLET AREA C ` INLET AREA C 106 0.06 0.74 160 0.14 0.73 108 0.05 0.69 162 0.08 0.74 110 0.03 0.74 164 0.10 0.77 112 0.18 0.77 166 0.02 0.77 114 0.08 I 0.70 168 0.02 0.78 116 0.16 0.66 170 I 0.16 0.65 120 0.23 0.48 172 0.24 0.72 132 0.10 0.76 202A 0.07 0.73 134 0.28 0.56 204 0.07 0.72 136 0.08 0.72 206 0.12 0.75 136A 0.05 0.65 21 0.14 0.76 138 0.04 0.74 208A 0.19 0.69 142 2.87 1 0.42 210 1 0.09 0.70 144 0.09 0.74 210A 0.06 0.42 144A 0.13 0.72 210B 0.03 0.78 144B 0.12 0.72 212 0.03 0.78 146 0.15 0.96 214 0.06 0.73 148 0.07 0.74 216 0.14 0.79 150 0.17 0.65 218 0.20 0.47 152 0.13 0.74 220 0.04 0.72 154 0.10 0.73 222 0.05 0.72 154A 0.08 0.73 224 0.06 0.60 154B 0.08 0.71 224A 0.17 0.73 156 0.11 0.73 224E 0.26 0.57 158 0.13 0.74 226 0.12 0.76 INLET AREA C 226A 0.20 0.68 228 0.06 0.77 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 1 0.77 510 1.10 0.41 600 2.35 0.25 / / /' /' / /' / / , / / \ 1 , / / / / / / / � / ' \ I I I / 412 / / _ _ • � / _ y " / /i / r� /// // / / / / '/I/ i // / i i '�' i //� � � � � � / � ' //// / V,//////,�/ / - \' - \112 \�`40 \ 1-fll O \\ \ \ \\ _ _ _ - 0__\ o of \ \\\� _� \ \` �` \� _--%/✓,.�i /// -�-1I` 01 \O\ - - - - -- _ `- �` _ C Z \ \ _ - - EX SANMH- �\ \ �, \�\ _ _ \lllfl T2D�FI NhFAf�Y $EtNER SASE' n� SCALE 1 "=50' -- _ `\ /\ TOP=398.1�D.B\�214p.688_- _//�'/ /'// k L1.=391.8 1 1\` \ \\, \\\ �� o� \\ \ \\\ \` - - -- / / \\ \� / 0 50160' L0.=391.7 0000000lp `\- \ / \ o s-\\\ \\\\\`-- / -/i KEY PLAN 0 TH CLINT W. S F LET Lic. N . 54380 0/26/2020 4 AL DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' (W V Q J I --I J W �^' a LLJ I..L J 0 J m co W Q cl� O LL c) O U" 2 I..L 0 U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.03 L \ -t---------- _ - - - / -I \ \ \ --------7- -- +- -- - ' / _ / / / / / / / / , / / / ' \ / ---------- -F------------- ----�--- Am 1 ---1- - ' _ --_ _--- -- =' --- - - -- 77 Ld .17. i' //�, ,/. f ` --- _ _ \ ` _ -1 - ' / y = �� %-� = � - - /� j -/ - / / I I I I I I ' ------------11-------- -- 1------- ---- --- ---- -- - - - - = - \-794.47' \ ` \ \ / \ _ �_ s -/ / 1 - - -- r I \ - 1 I\----�--- \ / lava' _ / ' I \-1------------- � --- � I I I D LY$VCHFjUR(§ ROAQ x---- ri - -� - / ` o / / i \ - -_ _=sue �-jam _ �% ! / r / � / I I I /--i--�--- \ \ 1 1 I I i- - �----� ----4--- ---- � --- -- \ \STA1� R��l \ / \ /-- -7 �y --il - T / - - - _ /' / l OLD'LYNICHBURG %7 D 1 \----- t - -+- \ \ - ' - /� - _ -\ _ / ' -/, � E RO�JTE 6'31 I 1 - - - +- - \ \ \ \ \ \ \ \ _ - - \ �- - - �- / / // 1 \ \ \ \\ \ \-\----- - -- ----------------- <- \ � 00 - / _ _ - __ - _ -' / (VAR, YWG R/k WIbTH) \ \ \ \ \ \ \ \ \ - ` --- � \ ' C _1\ ` - \ _ - - - _ _ _ / / \ \ \ \--�-- t--Z- -c- \ - _ _--- _ _ I h--- _ _ ' CULVERT •w / _ / /' -- - _ _ - - -_ - 1 \ \ 1 \ \ \ \ \ \---[---� --�-- \ \ i .� �\ - T \ ♦ 510 /TELc=rvL�ES 510 OHP �I'" LiNFECTRIC / ' "506 508 04 TELE B TV LINES / ,'TELE & ]\/yINESlP / / _ /' 17 / �` r /0 / / / / / / / , nt /lII / ////// // / / 17�+ / OVAP r I ! Alo _ / I / c9 / � Z / / Cd I J - / I I 1 I I m o \ I J f 1 sr \ \ I \ \ \ \ I N N \ tv / / \ \ \ \ \ \ \ \ \ \ 1 1 I 1 ` _ _ _ \ \ \ \ \ INSET a�\\;�; 1 17 I \ cso \ - / -445- � I 48 I\ \\\\\--_--_\\ \ _ If 162 / \ _ _ _ 15 1//1/// ///// ////////////// -450��' _ / '♦ ����-M---�,r♦ 150 / // / / / /// / / / / // / / / / ----_ 14 ♦♦♦ 8_ 1 - _ _ - - - - -_ \ O \ - 152 ♦ so so are logo IM w mmmmamw ♦♦- // /// W 164 _ \ \ 15 ♦ ♦♦ ♦ as 154B ♦♦ 154 158 f 0 -0------- -- �/ 10 mr I I 4A 15660 ,1 \ / I I \ \ \ \ \ ` '` \ _--- - - - '-- 502 ' \ \ \ \ \ \ \ \ \ \ \ _ - / r 1 //�, r _------� _' II 1 , \ \\ \ \ \ \ 1�1 \\ \ \ 56 _ / ,' �r , / / ♦ _J\\ ----___ \/I \ \ \ \ \ h OA n / - / / / /l j� I 1 / r _ / I \ \ \ \ \ I \ , 1 7 / JL 1 1 ' -' \ / ' ' ' ' / ' ,� '/ I/ �� ' \ �, WTJ I \-BEEC/Hr I r,_' / / / I II �/ +\ _ --�-- -� ./' �\' /� ry / �h-�}- - _ - r - `-ate/ /./ -\\� LI- , _ �,\ L�- 1 1 1 1 1 22 1 1 -1- \ /� / /� /`\V y -_\\`- \-\_/ _ /- \/�/� L���✓ aT I !1I'I�L7 �/ I ---- -_-_ _ y�/ U -UGP j = _ - "�- = - - - - - - _-UGT - / - _/�_ _�1_ S -_�9i _ tr \ v - \ \ I \ \ I I I /� \� Imo' ♦ ♦ / - �'_ /� - I _ l / / 1 l 1 I 11 / -UGP \' �' UGe- 4. \-_ ��' 1\� '�1�---------��'-'/�� /'/ ��X� /'//l ///� ' IiTTE_RNUTIANE-- _ ONE - -_ESAN --- -- 14 �or Wo �-\IUG \ l \ \ 4 , \ SYCAMORE \ j- /� I xI 4r' I \ \ 1 I \ 11 �\ // `^\ \ \ \ ` \ \I� I ' _� _ _�I // INLET AREA C INLET AREA C INLET AREA C 106 0.06 0.74 160 0.14 0.73 226A 0.20 0.68 \A- �y \ \ I \ li �, y\ - 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 I \I I / \\ \ \ \ \ \ r - - UG UGP / r / 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 MAPLE UG �� 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81 ----- -� TY� I\ \' I \ \ / \ /\ \ I Lid, /�/ / \ \\ �`\ //9\� --- -Z \` ,r / 1 1 1 G / 114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 / UST / f ( /�� \ \ \ 1 \ -- _ _ _ _ _ / f 116 0.16 0.66 170 0.16 0.65 236 1.22 0.47 � - -' \ ` / � \ - \ � - - / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 00, /'�Y/ 1 ' /'r, _' _----- \\- 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 �� / / ,r 1 / I / / / / / / / / / G�\ y� / - 4 ' ' \ \ v Rv y3 1 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 230 I� T 1 / /� / 1 1 / / / / / /� \ , , / / - / - moo. \ \ \ - �, \ _ I / I 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 L/ I \/ / / /' / / / �� / - \ - -' /� t / ' ' �/ / / ` / 7 _ - ' . - - - ' _ _ �/ / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 _ o� '� / / / / / �r �' / ' / / //I /`t i� i y_ / ' ' ` - - - -_ ^ ` \ \ _ \ _'_ - ' ' 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 PON 32 - \ \ �j / / / ` / // �: ' / / / 1 / - / �/ // \ \\�4I / d - - . ' - . \ \ \ \ ` . _ \ / / \ I " / 140 0.75 0.41 208B 0.06 0.76 408 0.11 0.58 142 2.87 0.42 210 0.09 0.70 412 0.14 0.54 UGP - - \ _ _ _ _ �/ 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 `� -� qff - ' Co./ _ -/_ T �/ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 232 \ I +y�i' I / y _ _ I - \ \ _ �'� - _ / ' ! \ \ \ \ \ - - _ ' ' / ' '� _ - - - F I 144E 0.12 0.72 212 0.03 0.78 416 0.08 0.50 / f \� _ 'y� / / / / , _ _ \ \ \ \ \ \ \ / , , " / / - - 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 I ' ♦ 1 _ `^ f 1'' - \ \ \ "'_ - - -1 148 0.07 0.74 216 0.14 0.79 418 0.09 0.68 I \ \ \_ o \ ---- I �1I 1 1 c 1 C\� \ \ \ _\ - - \ ` \ - / ' / / _ ; _ ' _ ` \ \ \ \ \ \ \ \ ` , - - / '� / i % '� _ '_ ' / _ / - 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 00 \/��_ - 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 GZ _ ' / ' / i \ \ 1 P \ \ \ \ f \ / I I - - - '/ ' / // / . ' _ ' %% / / 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 - I _ \ \)/// 1 1 II I�I 154A 0.08 0.73 224 1 0.06 1 0.60 508 0.08 0.77 23 1546 0.0.71 2240.0.0 1.0.41 156 0.11 0.73 224B 0.26 0.57 600 2.35 0.25LJ / / _ J• / /� `- / / / - _ _ \ > � - - � ' ' i / ' \ \ \ \ \ \ \ � - ' / '/ % / % '/ /_ � ' _ / ' / / / / / 158 0.13 0.74 226 0.12 0.76 eA 060 ex --0000 If / /I - - - - - =-_'/ SCALE 1"=50' / �� ' / // \ \ \ i / // / /' `//i,. \ j 0 50' 100' a / I / �y � O 01 KEY PLAN TH CLINT W. Sjj F LET Lic. 4 .54380 0/26/2020 \` ti;Sl0'VAL� M E 0 rn o N � N C > E w v E w w um Q t'3 p LL O w 0 m 0 Lu L M Q�_j U00 J - uj 00 C7LuNV W M 30x oa =LL ti _ N xv >� F a o Y � N 00 W M � H DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' JOB NO. 40919 SHEET NO. C6.04 L 11 mmm�mmmmomom��mm�m�mmmm®mmmmmmmm��m� mmm�mmmmomom��mm�m�mmmm�mmmmmmmm��m� ®�o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� m�o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®o®o®®gym®gym ,, ,,, ®mmmm®mm®®mm��m� ��m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� ��m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmmm®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom®®®m®mo ,,, ®�mmmmmmm®mm��m� mmm�mmm®omom®mm®� , ,,, om mmmmmmmmmmm��m mmm�mmm0000mmmmmmmmmmmmmmmmmmmmm��mms m�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� ��o�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomomm�mm�m�mmmm®mmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� ®�m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�m®mmmmmmmmmmmmmmmmmmmmmmmmmm��m� ®�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm�m�mmmmmmmmmmmmm��m� ®�m�®m�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmo®om®�mmmm® ,,, mmmm��mommmm��m� m�m�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomomm�mm®m�mmmmmmmmmmmmm��m� ��o�mm�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmom0mm�mmmm�mmmmmm®mmmmmm��m� mmm�mmm®ommm®�®®®m®m®mm®mmmm®®mm��m� ��m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��®m�m�mmmmmmmmmmmmm��m� RDIRE PR JEGT Sou[ oftllagel DESIGNER: CG DATE l0/ZS/g RMM PROJECT Sou hmcftllagel DESIGNER w DATE 10HMEM0 RMM PROJECT Soo hmoftllagel DESIGNER w DATE 10/1G2020 CHMKM: MITSM USH CS N1T53 ISH CIECI('D CS MnISH 60,4#4 "'Alb pLTH 00 0000 oil Mill CLINT W. A. u S F LET >4 Lk. N 43" ,f(�r ;/ 26/ 2020 �4V; goO'VAL �.•. NqN M E 0 0 u N � N 0 > E w ai E Fm w w� 3 Q LL 3 p LL — w ¢� VG'O z a -ui O 0Lu �� a v� 30'x U) w Ln�>� O ww ~ c wrn MLU00 00 00 as 0 0 0 �� O CV O w F �V Q O O z 0 DATE 0 6/4/2020 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A W Q U) z z o w �; Q aw J 0 <LLJ J LJ a U LL LU o w J z z Q — 0 W u °6 LL w C a 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C6.05 0 mmm�mmm®omomm�mm�mmm®mm®mmmmmmmm��m� mmm�mmmm®mom�mmm�mmmmmmmmmmmmmmm��m� ��®�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®®m0m®m®m�mmm®mmmmmmmm®mm��m� �mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®o®m®®mmm�mmm®mmmmmm®®®mm��m� ��o�mm®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom��mm®mmmmmmmmmmmmmmm��m� ®�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®ommm®mmmmmmm®mmmmmmmmmmm��m� ®�®�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®ommm®m®®®mmm®mmmmmmmm®mm��m� ®maw®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®mmmmmmmmmmmmmmmmmmmmmmmmmm��m� ®mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� ��m�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm.®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omom®gym®�m�m®mmmmmmmm®mm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmom0mm�®m®mmmmmmmm®m®m®mm��m� �m®�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmo�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmmmomom®�mm�m�mmmmmmmmmmmmm��m� 0 mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�m®�mmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�mmmmmmmm®mmmmmmmmmmmomm®mmm®��m ®�m�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�m®mmmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�mmmmomommmmmmmmmmmmmmmmmmmmm��m mmm�mmmoo0ommmmmmmmmmmmmmmmmmmmm��mm� mmm�mmmmmmmmmmmmmmmmmmmm®mmmmmmm�®mom ��m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmo®ommmmmmmmmmmmmmmmmmmmm��mm• mmm�mmm0®oommmmmmmmmmmmmmmmmmmmm��mm� mmm�mmmmmmm®®mmmmmmmmmmmamm®mmmm��m® mmm�mmmmom0m®mmm�mmm®mmmmmmmmmmm��m� mmm�mmm0000mmmmmmmmmmmmmmmmmmmmm��m mmm�mmmmmmm®®mm®mmmmmmmm©mm®mmmm�mm mmm�mmmmomom��mm�mmmmmmmm®mmmmmm��m� �mm�m®�mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmmm■®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omom��mm®mmmmmmmmmmmmmmm��m� ®�m�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�mmm®omomm�mm�mmmmmmmmmmmmmmm��m� �mm�®m®mmmmmmmmmmmmmmmmmmmmmmmmm��m� mmm�®®®mmmmmmmmmmmmmmmmmmmmmmmmm��m� �mm�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��mm• mmm�m®®mmmmmmmmmmmmmmmmmmmmmmmmm��m mmm�®mmmmmmmmmmmmmmmmmmmmmmmmmmm��■� mmm�mmmmomom®�mmmmmm®mmmmmmmmmmm�� mmm�mmmmmmmm®mmmmmmmmmmmomm®m®m® mmm�mmmmomom®®mmmmom®mmmmmmmmmmm mmm�mmm0oaommmmmmmmmmmmmmmmmmmmm' mmm�mmmmmmmm®mmmmmmmmmmm®mm®mmmm L LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY�2 PROJECT: Southwood Redevelopment-VillageI LOCATION: COUNTY: Charlottesville LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG Checked: CS TH Designed by: CG Checked by: UNITS ENGLISH PIPE NO. FROM POINT TO POINT DRAIN. AREA "A" A. (3) RUNOFF COEFF. "C" (4) CA INLET TIME Minutes (7) RAIN FALL ItHr (8) RUNOFF INVERT ELEVATION LENGTH of Pipe FL r (12) SLOPE FL/R. r (13) SIZE (Dia. Or Span/18se) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope FL/Ft. NORMAL PLOW FLOW TIME INCRIN CCUMU MENT -LATED RHMARX:S Minutes Minutes (17) (17) (18) INCRH-ACCUM MENT r (5) ULATED (6) Lateral CPS TotalQ CFS (9) UPPER END (10) LOWER END (11) Depthof F:hit Ft. Area of Flow, Av SgFt Hot Ft. Vv Ft/Sec (16) Hv Ft. REFERENCE (1) SPA. REFERENCE (2) SPA 101 102 100 0.00 0.0 0.40 624 4.74 34.62 7L49 409.56 409.00 37.07 0.01511 36 Circular 1 88.82 0.01020 2.04 5.12 0.88 13.98 5.07 0.04 628 103 104 102 0.0 0.00 0.40 6.12 6.20 0.00 36.87 410.71 409A66 8072 0.01301 30 Circular 1 50.68 000720 L58 3.27 0.71 1126 3.55 0.12 624 105 106 104 0.06 0.73 O.N 0.40 606 6.21 0.00 36.87 420.74 418.30 6096 0.04003 30 Circular 1 88.W 000720 L12 2.14 058 1727 5_75 0.06 6.12 107 108 106 0.05 0,70 OD4 0.36 598 6.24 0.00 36.60 422.80 42L02 7L00 0.025071 30 Circular 1 70.36 O00700 L28 2.53 063 IU17 4-53 0-08 6.06 109 110 108 0.03 0.74 0.02 0.32 5_80 6.29 0.0 2.06 432.21 428.05 92.51 0.04497 15 Circular 1 14.84 OD0090 031 0.24 OAS 8.51 L4l OAS 598 ill 112 110 0.18 0.77 0.14 0.30 5.44 6.40 0.00 1.91 44L66 432.31 186.89 0.05003 15 Circular 1 15.65 000080 0.30 0.22 0.17 8.65 IA6 0.36 5.80 113 114 112 0.08 0.70 006 0.15 521 6.47 0.00 1.00 415.92 41L76 92.44 0.04500 15 Crcoar 1 14.85 0.00020 0.22 0.15 OA3 6.90 OS6 0.22 5.44 115 116 114 0.13 0,75 0.10 1 0.10 5.00 6.54 ODD 0,62 449.M 446.02 76.55 0.04494 15 Circular 1 14.84 0.000101 OA7 1 0.10 oAl 5.98 0.73 0.21 521 119 120 108 0.00 0.00 1 0.0 5.00 0.0 34.62 424A3 422.90 61 A3 0.02491 24 Circular 1 38.68 0.02080 1.48 2.49 0.60 13.92 4.49 0.07 5.07 121A 104A 104 0.00 0.00 0.00 5.OD 0.00 0.00 34.54 41L06 410.81 25A9 0.00981 30 Circular 1 44.01 000630 L67 3.48 0.73 9.93 3.20 0.04 5.04 121B 122 104A 0.00 0.00 ODD 5b(i 0.00 3&07 413.20 413A0 9.96 0.01004 30 Circular 1 44.52 0.00680 L71 3.57 0.73 10.10 3.29 0.02 5.02 127 128 126 0.00 0.00 4.10 8.83 4.22 ODD 2K03 417A6 416.20 15S8 0.06008 30 Circular 1 108.92 0.00280 D.78 1.31 0.41 17.60 5.59 0.02 8.84 129 130 128 0.00 0.0 4.10 898 5.52 0. 0 2K03 428.11 424.71 56.67 0.06000 30 Circular 1 108.84 0.00280 0.78 1.31 0.41 17.59 5.59 0.05 8.83 131 132 '13 0 0.10 0.76 0.07 4.10 893 5.53 0.00 2K03 436.84 436.36 31 S3 0.01503 30 Circular 1 54.48 000280 L13 2.17 0.59 10.63 2.89 0.05 8.78 133 134 '132 0.28 0.56 0.16 0.16 500 6.54 0.00 1.01 43791 43727 3L78 0.02014 15 Circular 1 9.93 000020 027 0.20 OA6 5.21 0.69 0A0 5.10 135 -36 136A 0.09 0,71 0.06 3.84 8.52 5.58 ODD 2L63 43896 43797 MAI 0.01498 30 Circular 1 54.39 O00250 L10 2.07 057 HA5 2.79 0-11 8.63 135A 136A '132 0.05 0.65 0.03 3.88 8.63 4.25 0. 0 21.76 43Z87 436S4 62.28 0.01493 30 Circular 1 54.30 0.00250 L10 2.08 0.57 10.45 2.80 OA0 8.73 137 138 136 0.04 0]4 0.03 1.56 5.30 6.45 0.00 10.20 439.32 439.06 34A6 0.00761 24 Circular 1 21.38 0.00180 0.97 1.52 0.49 6.73 1.68 0.09 538 139 140 138 0.75 0.41 0.31 1.53 5.10 6.51 0.00 9.99 410.02 439.42 79A3 0.00755 24 CrcWar 1 21.30 OA0170 0S6 1.50 0.49 6.67 1 M 0.20 5.30 141 142 140 2.87 0,43 1.22 122 S00 6.54 0.00 7.W 442.32 44040 63.87 0.03006 15 Circular 1 12.13 0.01360 0.74 0.76 035 10.56 2A7 0A0 5.10 143 144 136 0.09 0.77 0.07 2.04 8.06 5.69 0.0 1L81 RK49 ROSI 171.99 0.01500 24 Circular 1 30.02 000240 0.87 1.32 OA6 8.98 2A3 0.32 838 143A 144A 144B 0.13 0]2 0.09 0.09 5.00 5.04 0.00 0.46 44KM 443.31 3290 0.01009 15 Circular 1 7.03 0.00000 0.22 0.14 0.13 3.23 0.38 0.17 5.17 143B 144B 136 0.13 0.72 0.09 2.22 838 4.30 0.00 12.59 4lo.sl 439.64 78A5 0.01497 24 Circular 1 29.99 000270 0.90 1.38 047 9.13 220 OA4 8.52 145 146 144 0.19 0,78 0.15 0.15 S00 6.54 ODD 0.95 44893 44797 3Z79 0.02011 15 Circular 1 9.92 O00020 026 0.19 OA6 5.11 0.67 OA2 5.12 147 148 144 0.07 0.74 0.05 1.83 7.77 595 0.00 10.60 444.88 RK59 128.94 0.01000 24 Crcular 1 24.51 0.00190 OS2 1.41 OA7 7.52 1.80 0.29 8.06 149 150 148 0.17 066 0.11 1.77 7.59 5.80 0.0) 10.29 454.32 452.38 101.95 0.01903 24 Circular 1 33.81 000180 0.76 Loe 0.41 9.44 2.14 0.18 ]97 151 152 150 0.13 0.74 0.10 0.10 5b(i 6.54 0.00 0.M 454.82 454.42 40.05 0.00999 15 Circular 1 7.00 0.00010 0.25 0.18 OA5 3.55 0A5 OA9 5.19 153 154C 150 0.00 0.00 1.45 7.18 4.53 0.00 8.38 46L46 46033 4525 0.02497 18 Circular 1 17.98 O00570 0.72 0.84 037 10.00 227 008 7.26 153A 154A 154B 0.08 0.74 0.06 0.06 5.00 5.04 0.0 0.31 460A2 460.04 37.79 0.01006 15 Circular 1 7.02 0.00000 OAS 0.11 OAl 2.87 0.31 0.22 522 153B 154B 150 0.08 0]1 0.06 1.57 726 4.52 0.00 8.91 458.87 455A3 187.03 0.02000 24 Circular 1 34.66 0.00140 0.69 0.96 0.38 9.24 2.02 0.34 7.59 153C 154 154C 0.11 0.72 0.08 1.37 709 4.55 0.00 8.03 46299 46L56 5T06 0.02506 18 Circular 1 18.01 000520 0.70 0.81 036 9.90 222 0A0 7.18 155 156 154 0.11 0,72 0.08 0.08 S00 6.54 0.00 0.50 46385 46309 3Z80 0.02011 15 Circular 1 9.92 O00010 OA9 0.12 OA2 4.24 0A7 OA5 5.15 157 158 154 0.13 0.74 0.10 1.22 6.82 6.0 0.0 7.34 470.22 466.38 153.79 0.02497 18 Circular 1 17.98 0.00430 0.67 0.76 0.35 9.66 2A2 0.27 7.09 159 160 158 0.14 0]4 0.10 0.10 5bl) 6.54 0.00 0.65 47K03 472.66 3799 0.00979 15 Circular 1 6.92 0.00010 0.26 0.18 0.16 3.55 046 0.18 5.18 161 162A 158 0.00 0.00 1.02 6.65 4.65 0.00 6.17 475.61 47K87 VAL 0.01997 18 Circular 1 16.08 0.00310 064 0.73 0.34 8.50 1.77 OA7 6.82 161A 162 162A 0.08 0,74 0.06 1.02 6.4] 4.69 0.00 6.17 478.84 476.97 93.31 0.020N 18 Circular 1 16.11 0.00310 0.64 0.73 0.34 8.51 1.77 OAS 6.65 163 164 162 0.10 0.77 0.07 0.07 5.00 6.54 0.0 0.48 482.19 48L79 37.74 0.01060 15 Circular 1 721 0.00000 0.22 0.14 OA3 3.33 0.39 OA9 5.19 165 166 162 0.02 0]5 0.02 0.89 6.15 6.19 0.00 5.55 480.25 479.04 120.61 0.01003 18 Circular 1 11.40 0.00250 0.74 0.87 0.37 6.41 1.38 0.31 6.47 167 168 166 0.02 0.77 0.01 0.88 604 6.22 0.00 5.45 480.77 48035 42.31 0.00993 18 Circular 1 11.34 0.00240 0T3 0.86 037 6.36 136 0A1 6.15 169 170A 168 0.00 0.00 0.28 5.50 4.92 ODD 1,65 482.37 480.87 149.53 0.01003 18 Circular 1 11.40 0.00020 0.39 0.36 0.23 4.60 0.71 0.54 6.04 169A 170 170A 0.16 0.65 0.11 0.28 5.16 5.00 0.00 1.65 483.41 482.47 94.12 0.00999 18 Circular 1 11.37 0.0020 0.39 0.36 0.23 4.59 0.71 0.34 5.50 171 172 170 0.24 O]2 OA7 OA7 5.00 6.54 0.00 L12 483.90 483.51 39.35 OA0991 15 Circular 1 6.97 0.00030 0.34 0.27 0.20 4A7 0.61 0.16 5.16 201 202 200 0.00 0.00 295 6.60 4.66 0.00 16.96 418.37 414.00 87.47 0A4996 24 Circular 1 54.78 0.00500 0.76 1.10 0.41 15.37 4.43 0.10 6.69 203 204 202A 0.07 0.72 0.05 2.70 6.45 6.10 0.00 16.65 428.58 427.38 60.11 0.01996 24 Circular 1 34.62 0.00480 0.98 1.53 0.49 10.91 2.83 0.09 6.54 203A 202A 202 0.07 0.73 0.05 295 6.54 6.08 0.00 16.96 427.28 426.55 36.60 0.01995 24 Circular 1 34.62 0.050D 0." 1.55 0.50 10.96 2.86 0.06 6.60 205 206 204 0.13 O]4 009 0.09 5.00 6.54 0.00 0.61 429.13 428.68 2999 O.D1511 15 Circular 1 8.60 0.00010 0.23 0.15 0.14 4.05 0.48 0.12 5.12 207 208 208B 0.14 096 oAl 2.37 626 6.16 000 14-92 431.21 430.13 53.99 002000 24 Circular 1 34.66 0.00390 0.92 1.41 0.47 10.62 2.67 0.09 634 207A 208A 208B 0.19 0.69 0.13 0.13 5.00 5.04 0.00 0.67 430.84 430.13 29.71 0.02390 15 Circular 1 10.82 0.01 0.21 0.14 0.13 4.90 0.58 0.10 5.10 207E 208B 204 0.06 0.76 0.05 2.56 6.34 4.71 0.00 15.77 430.03 428.68 67.67 0.01995 24 Circular 1 34.62 0.0430 0.95 1.47 0.48 10.76 295 0.11 6.45 209 210 210B 0.09 D]0 006 2.24 6.03 6.22 0.00 14.15 434.35 433.24 55.42 OA2003 24 Circular 1 34.69 0.00350 0.89 1.35 0.46 HAS 2.59 0.09 6.12 209A 210A 210B 0.06 0.44 0.03 0.03 5.00 5.04 0.00 0.14 434.29 433.97 32.00 0.01000 15 Circular 1 7.00 0.00000 0.12 0.06 0.08 2.25 0.20 0.24 524 209B 210B 208 0.03 0.77 0.02 2.27 6.12 4.77 0.00 14.26 433.14 431.38 88.24 0.01995 24 Crcular 1 34.62 0.00350 0.89 1.36 0.46 10.49 2.60 0.14 626 211 212 210 0.03 0.78 0.03 2.18 598 6.24 0.00 13.77 435.09 434.45 32.04 0.01998 24 Circular 1 34.64 0.00330 0.88 1.33 0.46 10.40 2.56 0.05 6.03 213 214 212 0.06 O]3 0.w 2A6 5.91 6.26 0.00 13.62 436.01 435.20 40.45 002002 24 Circular 1 34.69 0.00320 0.87 1.31 0.46 10.37 2.54 0.07 5.99 215 216 214 0.12 096 0.09 OAS 5.04 6.53 0.00 L19 436.72 436.11 30.60 0A1993 15 Circular 1 9.88 0.00030 0.29 0.22 OA7 5.44 0.75 0.09 5.14 217 218 216 0.20 0.47 0.09 0.09 5.00 6.54 0.00 0.61 438.90 438.17 16.12 0.04529 12 Circular 1 8.21 0.00030 0.18 0.10 0.11 6.13 0.77 0.04 5.04 219 220 214 0.07 099 0.06 1.93 5.79 6.29 0.00 12.20 438.40 436.32 83.40 0.02494 24 Circular 1 38.70 0.0260 0.77 1.12 0.42 1092 2.62 0.13 591 221 222 220 0.05 O]2 0.w 1.88 5.72 6.31 000 11.85 338.80 338.50 30.71 OA0977 24 Circular 1 2422 0.00240 0.99 1.55 0.50 7.67 1.90 0.07 5.79 223 224 224B 0.06 oAl 0.04 0.53 5.43 4S3 0.00 2S6 445.31 442.37 98.00 0.03000 15 Circular 1 12.12 0.00190 0.42 0.36 0.24 8.16 1.45 0.20 5.63 223A 224A 224B 0.17 0.74 0.13 0.13 5.00 5.04 0.00 0.65 441.28 440.98 29.79 0.01007 15 Circular 1 7.02 0.00010 0.26 0.18 0.15 3.57 0.45 0.14 5.14 223B 224B 222 0.26 0.57 0.15 0.81 5.63 4.88 0.00 3.95 440.88 440.06 40.95 0.02002 15 Circular 1 9.90 0.0330 0.55 0.52 0.29 7.62 1.45 0.09 5.72 225 226 224 0.12 O]6 009 0.09 5.00 6.54 000 0.58 H7.26 446.66 2999 O.D2014 15 Circular 1 9.93 0.00010 0.21 0.13 0.13 4A3 0.51 0.11 5.11 225A 226A 224 0.20 0A8 OA4 0.23 5.11 6.51 0.00 L47 446.56 445.41 57.42 0.02003 15 Circular 1 9.90 0.00050 0.33 0.25 0.19 5.79 0.85 0.17 528 227 228 222 0.06 0.77 0.04 1.03 5.45 6.40 0.00 6.68 440.78 440.08 34.83 0.02010 18 Circular 1 16.13 0.00360 0.67 0.77 0.35 8.70 1.85 0.07 5.52 229 230 228 0.18 0.58 0.10 0.98 5.36 6.43 0.00 6.40 441.86 440.86 49.76 0.02010 18 Circular 1 16.13 0.0330 0.66 0.74 0.34 8.60 1.81 0.10 5.45 231 232 230 0.27 D.81 022 0.88 5.32 6A4 000 5.73 H2.77 442A2 17.71 0.01976 18 Circular 1 16.00 0.OD260 0.62 0.69 0.33 8.30 1.69 0.04 5.36 233 234 232 0.24 039 0.09 066 5.13 6.50 0-00 431 444.61 442.87 86.87 002003 18 Circular 1 16.11 0.00150 0.53 0.56 0.29 792 1.46 0.19 532 235 236 234 1.22 0.47 0.57 0.57 5.00 6.54 0.00 3.72 445.71 444.71 56.94 0.01756 15 Circular 1 9.27 0.00290 0.55 0.52 0.29 7.14 1.34 0.13 5.13 237 238 232 0.00 0.00 0.27 525 4.98 0.00 1.43 446.72 445.45 63.29 0.02007 15 Circular 1 9.91 0.0040 0.32 0.25 0.19 595 0.84 0.18 5.43 239 240 238 0.10 0.66 0.07 0.07 5.00 6.54 0.00 OA4 447.20 446.82 18.56 O.D2047 15 Circular 1 10.01 0.00000 0.18 0.11 0.11 4409 0.44 0.08 5.09 241 242 238 0.28 0.74 0.21 0.21 5.00 6.54 0.00 L34 450.75 449.09 83.05 0.01999 15 Circular 1 9.89 0.00040 0.31 0.24 0.18 5.63 0.80 0.25 525 301 302 300 0.45 0.81 0.36 0.36 5.00 6.54 0.00 2.36 431.01 430.91 9.50 0.01053 15 Circular 1 7.18 0.00120 0.49 0.45 0.27 5.24 0.92 0.03 5.03 401 402 400 0.00 0.00 1.09 627 4.73 0.00 5.65 431.21 430.91 38.92 0.00771 18 Circular 1 9.99 0.00260 0.81 0.97 0.39 5.83 1.34 0.11 6.38 403 404 404A 0.60 D.69 0Al OAl 5.00 6.54 0.00 2.71 432.35 431.60 106A6 000703 15 Circular 1 5.87 0.00160 0.60 0.59 0.30 4,69 0.94 0.38 5.39 403A 404A 402 0.15 0.56 0.08 0.50 538 4S5 0.00 K12 431.50 431.31 26.75 0A0710 15 Circular 1 5SO 0.00210 0.65 0.64 0.32 4.87 1.02 0.09 5.47 405 406 402 0.21 0.63 0.13 0.59 635 6.16 0.00 3.69 43237 432.07 10.05 0.02985 15 Circular 1 12.09 0.00290 0.47 0.43 0.26 8.65 1.M 0.02 627 407 408 406 0.11 0.58 0.06 0.46 591 6.26 0.00 2.88 438.52 432.47 172.89 0.03499 15 Circular 1 13.09 0.0180 0.40 0.34 0.22 8.55 1.53 0.34 625 409 410 408 0.00 000 0A0 5.92 6.28 0.00 2A9 439.72 438.95 38.46 0.02002 15 Circular 1 9.90 0.0130 0.43 0.37 0.24 6.72 1.13 0.10 5.91 411 412 410 0.14 0.55 0.08 0.21 524 6A7 0.00 L38 440.95 439.82 56.58 0A1997 15 Circular 1 9.99 0.00040 0.32 0.24 0.19 5.68 0.82 0.17 5.40 411A 412A 412 0.11 0.76 0.08 0.08 5.00 5.04 0.00 0.41 442.54 441.40 56.83 0.02006 15 Circular 1 9.91 0.0D000 0.17 0.10 0.11 3.98 0.42 0.24 524 413 414 412 0.08 0.71 0.06 0.06 5.00 6.54 0.00 0.36 441.79 441.05 36.82 0.02010 15 Circular 1 9.92 0.00000 0.16 0.09 0.10 3.83 0.39 0.16 5.16 415 416B 410 0.00 000 0.18 5.71 4.86 0.00 1.11 446.38 444.00 47.62 OD4998 15 Circular 1 15.65 0.00030 0.23 0.15 0.14 7.37 1.07 0.11 5.82 417 418 416 0.0E 0A8 0.06 OA3 5.17 6A9 0.00 0.87 451.91 451.48 43.16 0A0996 15 Circular 1 6S8 0.00020 0.30 0.23 0.18 K89 0.53 0.19 536 417A 416 416A 0.07 0.530.044 0.17 5.36 4.95 0.00 1.07 451.38 451.06 32.38 00D988 151 Circular 6.96 0.00020 0.33 0.26 0.19 4.10 059 0.13 5.49 417E 416A 416B 0.01 0.69 0.01 0.18 5.50 4.92 0.00 1.11 450.96 450.42 53.95 0.01001 15 Circular 1 7.00 0.00030 0.34 0.27 0.20 4.17 0.61 0.22 5.71 419 420 418 0.11 0.65 0.07 0.07 5.00 6.54 0.00 0.45 452.35 452.01 33.58 O.D1013 15 Circular 1 T04 0.00000 0.22 0.14 0.13 K24 0.38 0.17 5.17 505 506 504 1 0.03 0.71 0.02 0.28 5.12 5.01 0.00 9.64 482.07 481.81 12.56 0A2070 24 Circular 1 32.55 0.00190 0.75 1.07 0.41 9.02 2.01 0.02 5.15 507 508 506 0.40 064 0.26 0.26 5.04 5.03 0.00 9.52 483.21 482.29 45.98 0.02001 24 Circular 1 32.00 0.00180 0.75 1.07 0.41 8.88 1.97 0.09 5.12 509 510 508 0.00 0.00 0.00 5.00 0.00 0.00 8.23 483.70 483.31 19.58 0.01992 24 Circular 1 31.93 0.00140 0.69 0.97 0.38 8.52 1.82 0.04 5.04 601 600 168 2.35 0.25 0.59 0.59 5.00 6.54 000 3.83 482.21 480.96 62.63 O.D1996 24 Circular 1 34.62 0.00030 0.45 0.53 0.27 T26 1.27 0.14 5.14 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA, INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PPE OUTLET WATER SURFACE ELEV. DIA, PPE Do (h/mn) DESIGN DISCH, Do (CFS/CMS) LENGTH PPE Lc (HIM) FRICTION SLOPE, Sfo (FT/Fr) (WM) FRICTION LOSS Hf (HUM) JUNCTION LOSS SURFACE FLOW Atli. Ht 1.3 Ht (FU I) Inlet Shaping? YIN 0.5 Ht FINAL H (RAQ Inlet Water Surface Elevation Top of NH Top of MetAdjustment? Bay. APPROX. Conn. No Vi VR2g Hi (Expn) 0.35RMX. (VQ/29) SKEW Angle K Saw H Sum HL (RM Vo (RUM (RN) (FLU) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 409.000 102 409.000 3.00 411.400 36 71.489 37.07 0.01023 0.379 13.975 0.758 11.262 1.969 0.689 0.0 0.00 0.000 1.447 0.000 1.447 YES 0.724 1.103 412.503 415.000 O.K. 104 409.660 2.50 412.503 30 36.869 80.72 0.00720 0.581 1 11.262 0.492 17.265 1 4.629 1.620 0.0 0.00 0.000 2.112 0.000 2.112 YES 1.056 1.637 414.140 423.720 O.K. 104A 410.810 2.50 414,140 30 34.541 25.49 0,00632 0,161 9.926 0.382 10,100 1,584 0.554 0.0 0.00 0.000 0.937 0.000 0.937 YES 0.468 0.629 414.770 433,060 O.K. 122 413.100 2.50 415.100 30 36.070 9.96 0.00689 0.069 10.100 0.396 0.000 0.000 0.000 0.0 0.00 0.000 0.396 0.000 0.396 YES 0.198 0.267 415.367 419.520 O.K. IDS 418.300 2.50 420.300 30 36.869 60.96 0.00720 0.439 17.265 1.157 14.474 3.253 1.139 0.0 0.00 0.000 2.296 0.273 2.296 YES 1.148 1.587 421.887 432.440 O.K. 108 421.020 2.50 423.020 30 36.596 71.00 0.00709 0.503 14.474 0.813 13.924 3.011 1.054 0.0 0.00 0.000 1.867 0.237 1.867 YES 0.933 1.437 424.457 432.850 O.K. 110 428.050 1.25 429.050 15 2.057 92.51 0.00090 0.084 8.505 0.281 8.646 1.161 0.406 0.0 0.00 0.000 1 0.687 0.145 0.687 YES 0.344 0.427 432.524 437.000 O.K. 112 432.310 1.25 433.310 15 1.912 186.89 0,00078 0,146 8,646 0.290 6.897 0.739 0.259 0.0 0.00 0.000 0.549 0.909 0.713 YES 0.357 0.503 441.955 466.680 O.K. 114 441.760 1.25 442.760 15 1.003 92.44 0.00021 0.020 6.897 0.185 5.982 0.556 0.194 0.0 0.00 0.000 0.379 0.382 0.493 YES 0.246 0.266 446.140 450.970 O.K. 116 446.020 1.25 447.020 15 0.621 76.55 0.00008 0.006 5.982 0.139 0.000 0.000 0.000 0.0 0.00 0.000 0.139 0.621 0.181 YES 0.090 0.097 449.634 454.520 O.K. 120 422.900 2.00 1 424.500 24 34.620 61.43 0.02086 1.281 13.924 0.753 0.000 0.000 0.000 0.0 0.00 0.000 0.753 0.000 0.753 YES 0.376 1.658 426.158 432.910 O.K. 126 416.200 128 416.200 2.50 418.200 30 23.030 15.98 0.00281 0.045 17.599 1.202 17.590 4.804 1.682 0.0 0.00 0.000 2.884 0.000 2.884 YES 1.442 1.487 419.687 430.210 O.K. 130 424.710 2.50 426.710 30 23.030 56.67 0.00281 0.159 17.590 1.201 10.632 1.755 0.614 0.0 0.00 0.000 1.815 0.000 1.815 YES 0.908 1.067 428.891 444.190 O.K. 132 436.360 2.50 438.360 30 23.030 31.93 0.00281 0.090 10.632 0.439 10.451 1.696 0.594 0.0 0.00 0.000 1.032 0.409 1.032 YES 0.516 0.606 438.966 443.200 O.K. 134 437.270 1.25 438.968 15 1.014 31.78 0.00022 0.007 5.208 0.105 0.000 0.000 0.000 1 0.0 0.00 0.000 0.105 1.014 0.137 YES 0.068 0.075 1 439.041 443.560 O.K. 136A 436.940 2.50 438.966 30 21.764 62.28 0.00251 0,156 10.451 0.424 10.446 1.694 0.593 0.0 0.00 0.000 1.017 0.132 1.017 YES 0.509 0.665 439.631 445.040 O.K. 136 437.970 2.50 439.970 30 21.632 66.11 0.00248 0.164 10.446 0.424 9.128 1.294 0.453 0.0 0.00 0.000 0.876 0.335 0.876 YES 0.438 0.602 440.572 446.990 O.K. 144 440.910 2.00 442.510 24 11.814 171.99 0.00243 0.418 8.983 0.313 7.518 0.878 0.307 0.0 0.00 0.000 0.620 0.392 0.620 1 YES 0.310 0.728 444.362 454.080 O.K. 148 443.590 2.00 445.190 24 10.597 128.94 0.00195 0.252 7.518 0.219 9.443 1.385 0.485 0.0 0.00 0.000 0.704 0.311 0.704 YES 0.352 0.604 445.799 458.830 O.K. 150 452.380 2.00 453.980 24 10.286 101.95 0.00184 0.188 9.443 0.346 9.997 1.552 0.543 0.0 0.00 0.000 0.889 0.638 0.889 YES 0.445 0.632 455.077 460.860 O.K. 154C 1 460.330 1.50 461.530 18 8.380 45.25 0.00567 0.257 9.997 0.388 9.902 1.523 0.533 0.0 0.00 0.000 0.921 0.000 0.921 YES 0.460 0.717 462.247 468.240 O.K. 154 461.560 1 1.50 1 462.760 18 1 8.031 57.06 0.00521 0.297 9.902 0.381 9.658 1.448 0.507 0.0 0.00 0.000 0.888 0.346 0.888 YES 0.444 0.741 463.692 470.850 O.K. 158 466.380 1.50 467.580 18 7.335 153.79 0.00434 0.668 9.658 0.362 8.497 1.121 0.392 0.0 0.00 0.000 0.754 0.570 0.754 YES 0.377 1.045 470.887 478.640 O.K. 162A 473.870 1.50 475.070 18 6.165 87.11 0.00307 0.267 8.497 0.280 8.509 1.124 0.393 0.0 0.00 0.000 0.674 0.000 0.674 YES 0.337 0.604 476.254 483.300 O.K. 162 476.970 1.50 478.170 18 6.165 93.31 0.00307 0.286 8.509 0.281 6.406 0.637 0.223 0.0 0.00 0.000 0.504 0.276 0.504 YES 0.252 0.538 479.484 487.740 O.K. 166 479.040 1.50 480.240 18 5.546 120.61 0.00248 0.299 6.406 0.159 6.355 0.627 0.219 0.0 0.00 0.000 0.379 0.093 1 0.379 YES 0.189 0.489 480.988 491.970 O.K. 168 480.350 1.50 481.550 18 5.453 42.31 0.00240 0.102 6.355 0.157 7.260 0.818 0.286 0.0 0.00 0.000 0.443 0.081 0.443 YES 0.222 0.323 481.873 491.640 O.K. 170A 480.870 1.50 482.070 18 1.654 149.53 0.00022 0.033 4.597 0.082 4.590 0.327 0.115 0.0 0.00 0.000 0.197 0.000 0.197 YES 0.098 0.131 482.756 498.880 O.K. 170 482.470 1.50 483.670 18 1.654 94.12 0.00022 0.021 4.590 0.082 4.165 0.269 0.094 0.0 0.00 0.000 0.176 0.535 0.229 YES 0.114 0.135 483.805 488.420 O.K. 172 1 483.510 1.25 484.510 15 1.119 1 39.35 0.00027 1 0.011 4.165 0.D67 0.000 1 0.000 0.000 1 0.0 0.00 0.000 1 0.067 1.119 0.088 YES 0.044 0.054 484.564 1 488.930 O.K. 138 439.060 2.00 440.660 24 10.198 34.16 0.00181k0.21 6,725 0.176 6.671 0.691 0.242 0.0 0.00 0.000 0.417 0.206 0.417 YES 0.209 0.271 440.931 447.9W O.K. 140 439.420 2.00 441.020 24 9.992 79.43 0.00174 8.871 0.173 10.556 1.731 0.606 0.0 0.00 0.000 0.779 1.998 0.779 YES 0.389 0.527 441.547 445.030 O.K. 142 440.400 1.25 441.547 15 7.994 63.67 0.01364 10.558 0.433 0.000 0.000 0.000 0.0 0.00 0.000 0.433 7.994 0.583 YES 0.281 1.153 443.080 449.240 O.K. 144B 439.640 2.00 441.240 24 12.592 78.15 0.00278 9.128 0.323 3.234 0.162 0.057 0.0 0.00 0.000 0.380 0.387 0.380 YES 0.190 0,406 441.714 449.230 O.K. 144A 443.310 1.25 444.310 15 0.459 32.70 0.000D4 3.234 0.041 0.DDO 0.000 0.000 0.0 0.00 0.000 0.041 0.459 0.053 YES 0.026 0.028 444.338 449.610 O.K. 146 447.970 1.25 448.970 15 0.949 37.79 0.00019 0.007 5.107 0.101 0.000 0.D00 0.000 0.0 0.DO 0.DDO 0.101 0.949 0.132 1 YES 1 0.066 0.073 449.043 454.560 O.K. 152 454.420 1.25 455.420 15 0.635 40.05 0.00009 0.003 3.547 0.049 0.DDO 0.000 0.000 0.0 0.00 0.000 0.049 0.635 0.063 YES 0.032 0.035 455.455 461.950 O.K. 154E 455.130 2.00 456.730 24 8.913 187.03 0.00138 0.259 9.243 0.332 2.873 0.126 0.045 0.0 0.00 0.000 0.377 0.257 0.377 YES 0.188 0.447 459.562 466.030 O.K. 154A 460.040 1.25 461.D40 15 0.308 37.79 0.00002 0,001 2.873 0.032 0.000 0.000 0.000 0.0 0.00 0.000 0.032 0.308 0.042 YES 0.021 0.022 461.062 466.510 O.K. 156 463.090 1.25 464.090 15 0.504 37.80 0.00005 0.002 4.238 0.070 0.000 0.000 0.000 0.0 0.00 0.000 0.070 0.504 0.091 1 YES 1 0.045 0.047 464.137 471.430 O.K. 160 472.660 1 1.25 473.660 1 15 1 0.654 37.79 0.00009 0.003 3.551 0.049 0.000 0.000 0.000 1 0.0 0.00 0.000 0.049 0.654 0.064 YES 0.032 0.035 1 473.695 479.120 O.K. 164 481.790 1.25 15 0.478 37.74 0.00005 0.002 3.330 0.043 0.000 0.000 0.000 0.0 0.00 0.000 0.043 0.478 0.056 YES 0.028 0.030 482.820 488.210 O.K. E482.790 600 480.960 2.00 24 3.834 1 62.63 1 0.00026 1 0.016 1 7.260 1 0.205 0.000 0.000 0.000 0.0 0.00 0.000 0.205 3.834 0.266 YES 0.133 0.149 482.709 487.290 O.K. LD-347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year INVERT DEPTH OUTLET DN. RESIGN LENGTH FRICTION FRICTION JUNCTION LOSS Atli. Ht Inlet Inlet Top of W Contr. Hi (Expo) SKEW Bend Sum HET STA. 0. OF FLOW WATER PPE DBCH. PPE SLOPE, Sfo LOSS SURFACE 13 Shaping? 05 FINAL Water Top of Inlet Adjustment' OR OUTFLOW OUTFLOW SURFACE Do Qo Lo (FULT) Hi Vo Ho V. V,R2g 035TMX. Angle K H HL FLOW Ht Ht H Surface Bev . XNCTON PP E PPE RW (h/mm) (CFS/CMS) (HIM) (WM) (FW) (FfRA) (VQ2g) (FhM) (FVM) (HUM YIN (FVM) (FtrU) Bevaton AFPROX. 202A 428.550 2.00 428.150 24 16.96d 36.60 0.00501 0.183 10.983 0.467 10.913 1.Bd9 0.647 0.0 0.00 0.000 1.114 0.310 1.114 YES 0.557 0.740 428.890 433.060 O.K. 204 427.380 2.00 428.980 24 16.654 60.11 0.00483 0.290 10.913 0.462 10.762 1.798 0.629 0.0 0.00 0.000 1.092 0.317 1.092 YES 0.546 0.836 429.816 436.610 O.K. 206 428.680 1.25 1429.816 1 15 0.608 29.79 0.00008 0.002 4.050 0,064 0.000 0.000 0.000 0.0 0.00 0.000 0.064 1 0.608 1 0.083 YES 1 0.041 0.044 1 429.860 435.090 O.K. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: 210 433.240 2.DO 434.840 24 14.147 55.42 0.DO348 0.193 10.479 0.426 10.397 1.679 0.587 0.0 0.00 0.000 1.014 0.373 1.014 YES 0.507 0.700 435.540 441.830 1 O.K. 212 434.450 2.00 436.050 24 13.774 32.D4 0.00330 0.106 10.397 0.420 10.372 1.670 0.585 0.0 0.00 0.000 1.004 0.156 1.004 YES 0.502 0.608 436.658 441.870 O.K. 214 435.200 2.00 436.800 24 13.618 40.45 0.00323 0.131 10.372 0.418 10.916 1.850 0.648 0.0 0.00 0.000 1.065 0.275 1.065 YES 0.533 0.663 437.463 442.430 O.K. 220 436.320 2.DO 437.920 24 12.204 83.40 0.DO259 0.216 10.916 0.463 7.668 0.913 0.320 0.0 0.00 0.ODO 0.782 0.359 0.782 YES 0.391 0.607 439.172 445.620 O.K. NLET OR JUNCTION STA. INVERT EL. OUTFLOW PPE DEPTH OF FLOW OUTFLOW RFE OUTLET WATER SURFACE 8_EV. DA PPE Do (nhnm) DESIGN DECH. On (CFS/CMS) LENGTH PIPE L. (Ft/M) FRICTON SLOPE, Sfo (FT/FT) (MNA) FRICTION LOSS Hf JUNCTION LOSS SURFACE FLOW Adj. Ht 13Shaping? Ht (HIM) Inlet YIN 0.5 Ht (FUND FINAL H (FVM) Inlet Water Surface Elevator Top of Mill Top of Inlet Bev. APPROX. Adjustment? Vo HConic. o (Full VP2/2g Hi (Expo) 03YMAX. (VQ/2g) SKEW Angle K Bend H (HIM) Sum HL (FVM) Vi (FUM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 300 430.910 302 430.910 1 1.25 1 431.910 i 15 i 2.355 1 14.12 i 0.00118 0.017 5.128 0.102 0.0DO 0.000 0.000 0.0 0.00 0.000 0.102 1 2.355 0.133 1 YES 1 0.066 1 0.083 431.993 432.740 O.K. 238 445.450 1.25 448.450 15 1.434 83.29 0.00044 0.028 5.753 0.128 5.833 0.493 0.172 0.0 0.00 0.000 0.301 0.000 0.301 YES 0.150 0.178 447.041 453.460 O.K. 242 449.090 1.25 450.090 15 1.341 83.05 0.00038 0.032 5.633 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 YES 0.080 0.112 451.061 456.900 O.K. 216 436.110 1.25 1 437.463 15 1 1.189 30.60 1 0.00030 0.009 1 5.436 0.115 1 6.126 1 0.583 0.204 1 0.0 1 0.00 0.000 1 0.319 0.581 0.414 1 YES 1 0.207 0.216 437.680 1 442.760 O.K. 218 438.170 1.00 438.970 12 0.608 16.12 0.00026 0.004 6.128 0.146 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.608 0.190 YES 0.095 0.099 439.084 443.900 O.K. 224B 440.D60 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.158 1.033 0.362 0.0 0.00 0.000 0.587 0.718 0.587 YES 0.293 0.430 441.490 446.840 O.K. 224 442.370 1.25 443.370 15 2.961 98.00 0.00187 0.183 8.158 0.258 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0.220 0.404 445.731 450.600 O.K. 226 446.660 1.25 447.660 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.099 YES 0.049 0.052 447.712 453.320 O.K. 234 442.870 1.50 444.070 18 4.314 86.87 0.00150 0.131 7.722 0.231 7.140 0.792 0.277 0.0 0.00 0.000 0.509 0.598 0.509 YES 0.254 0.385 445.140 449.650 O.K. 236 444.710 1.25 445.710 15 3.716 56.94 0.00295 0.168 7.140 0.198 0.000 0.000 0.000 0.0 0.00 0.000 0.198 3.716 0.257 YES 0.129 0.296 446.260 450.140 O.K. CLINT W. S F LET r Lic. N . 543t0 10/26/2020 M E O O U N � N 0 > E w v E <LU ww3 Q UM p U. U. O 3 - w0 `mom 0 LU L M Q�_J U00 W J -N M O (A N V (0 W W � 3:0x LL � Q 6 v (n _ N =v>UD F Q 0 CA Hn N � M d � W _1O w (o H IL O ce l�J AL Z 0 a_ U LU LU UJ UJ > LU 00 2 2 LU d d Q Q UJ UJ Lf) Lf) LU LU W W DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A W l< J uJu 1\J I 0 z 0 CW > Q G^ LLi J I..L __J 0 z J LJ a U 0 w J Z 7 Q O W U 06 LU Q L L 0 0 T� i 0 U) L 1 240 1 1 446.820 1 1.25 1 447.820 1 15 1 0.438 1 18.56 1 0.000041 0.001 1 4.092 1 0.065 1 0.000 1 0.000 1 0.000 1 0.0 1 0.00 1 0.000 1 0.065 1 0.438 1 0.085 1 YES 1 0.042 1 0.043 1 447.863 1 451.490 1 O.K. I 226A 1 1445.410 I 1.25 1446.410 1 15 1 1.473 157.42 1 0.00046 1 0.027 1 5.792 1 0.130 1 0.000 1 0.000 I 0.000 1 0.0 1 0.00 1 0.000 1 0.130 1 0.891 1 0.169 1 YES 1 0.085 1 0.111 1446.886 1 452.830 1 O.K. JOB NO. 40919 SHEET NO. C6.06 PROJECT SouthwoddRedewopment-VillageI ROAD COUNTY Albemarle(Zone2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA SHEET OF UNITS INGLISH CULVERT DESIGN FORM LD-269 ,R: DATE: ?R: DATE: Method: INPUT Roadway Width 28.7 It ROADWAY ELEVAT ION 456.53 It Road Length 100 Suface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE! ft Time of Concentration 5 Strldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 It 452.86 ft 121.9 It 7.88% 0 0 ft _ Hwi - ------------- DEPRESSION "n" Bed _________________________________________ __ ___________ 0 in. 0.013 Stream Bed ""__________________ _____________ Elo= H Tll'DEPTH TR' TW VEL. Channel lnv.El.. 443.25 ft 0.27 3.25 443.25 ft fps ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL FLOW PEI HEADWATER CALCULATIONS CONTROL MINIMUM Smooth Tapered Inlet Throat FLOW Q BARREL Q/N INLET CONTROL OUTLET CONTROL HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D Hwi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Mamongs MATERIAL SHAPE Size(in) N cfs cfs It ft ft It It 8 ft 8 It ft fps ft n Concrete Circruar 18 1 0.01 8.23 8.2 1.12 1.68 0.08 454.54 0.27 1.11 1.31 1.31 0.20 1.15 445.70 454.54 1 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1.96 0.08 454.82 1 0.30 1.24 1.37 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Shear force PSI Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 456.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1.54 Max 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NBFORBOX CULVERTS (4)ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or (de + D/2) (WHICHEVER IS GREATER) (2)HWi/D= HW/D OR HWi/D FROM DESIGN CHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29WL)/R133]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSS ION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HWIN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT SouthwoddRedewopment-Village 1 ROAD COUNTY Albemarle(Zone2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Method: RATIONAL Roadway Width 10 Drainage Area: 1.102 Acres SHEET OF UNITS ENGLISH It ROADWAY ELEVAT ION 488.00 It CULVERT DESIGN FORM ID-269 I DATE: 10/14r ER: DATE: RoadLength 25 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Minutes DESIGN FLOWS Shldr. Elsf= Eli= L= S= SKEW- Elev. Lt. = ELHW U 483.78 ft 483.70 ft 19.58 ft 1.99% 0 ° 484.87 ft It _ ______Q________________________________________________ Hwi - --------------- DEPRESSION "n" Bed ____ ------------�_-_ 0 in. 0.013 Stream Bed. ------_____ _____________ Elo= Shldr. Elev. Rt.- IF H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 ft 0.55 5.02 483.52 It ft fps ft R.I. (years) FLOW (cfs) 10 Design 5.26 2 Check 2.25 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs 'LOW PEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV It OUTLET VEL fps MINIMUM SHOULDER ELEV. It COMMENTS INLET CONTROL OUTLET CONTROL Single/Multiple Conforming/ Broken Back Culverts HWi/D HWi It FALL It ELHWi It TW ft do It (dc+D)/2 It ho ft ke H It ELHWo It MATERIAL SHAPE Size (in) N Mannmgs It Concrete Circular 24 1 0.01 5.26 5.3 0.59 1.17 0.08 484.87 0.55 0.81 1.41 1.40 0.20 0.06 484.78 484.87 7.49 2.25 2.3 0.44 0.73 0.08 484.43 0.40 0.52 126 126 0.20 0.01 484.58 484.58 5.85 6.62 6.6 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 0.20 0A0 1 484.87 1 485.03 1 8.00 Broken Back Culvert TAILWATER DATA: TAH.WATERRESULTS: ROADWAYDATA: ROADWAY OVERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular I'll, 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Streaz force PSI Roadway Widh, ft 10 Discharge Overtopping Discharge cfs cfs Overtopping Elevation It Bottom Width, ft Side Slope Lt: (HAV) Side Slope Rt: (HAV) Channel Slope, ft/ft 0.00 Surface Type PAVED 3.00 Design 484.07 0.55 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 3.09 Max 0 0.00 'In" TECHNICALFOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) (2) HWi/D =HW/D OR HWi/D FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H= [1 +ke+ (29n2L)/RIII ]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HIM IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. PROJECT: Southwood Redevelopment - Village 1 DESIGNED BY: CG Checked: CS INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN DISCH. Go (CFS/CMS) LENGTH PIPE Lo (Ft/M) FRICTION SLOPE, Sfo (FT/FT) (KNM) FRICTION LOSS HI (FVM) JUNCTON LOSS SURFACE FLOW Adj. Hit 1.3 Hit (FUM) Inlet Shaping? YIN 0.5 Fit (Ft/M) FINAL H (FVM) Inlet Water Surface Elevation Top of MH Top of Inlet Bev. APPROX. Adjustment? Vo Comr. Ho (FVM) Vi Vi'2/2g Hi (Expn) 0.35'MAX. (V02g) SKEW Angle K Bend H (FVM) Sum HE (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 400 430.910 402 430.910 1.50 432.110 18 5.650 38.92 0.00258 0.100 5.828 0.132 8.653 1.163 0.407 0.0 0.00 0.000 0.539 0.000 0.539 YES 0.269 0.370 432.480 437.620 O.K. 406 432.070 1.25 433.070 15 3.689 10.05 0.00290 0.029 8.653 0.291 8.554 1.136 0.398 0.0 0.00 0.000 0.688 0.813 0.895 YES 0.447 0.477 433.547 436.910 O.K. 408 432.470 1.25 433.547 15 2.876 172.89 0.00177 0.305 8.554 0.284 6.717 0.701 0.245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.265 0.570 438.918 445.650 O.K. 410 438.950 1.25 439.950 15 2.488 38.46 0.00132 0.051 6.717 0.175 7.371 0.844 0.295 0.0 0.00 0.000 1 0.470 0.000 0.470 YES 0.235 0.286 440.236 448.380 O.K. 416B 444.000 1.25 445.000 15 1.110 47.62 0.00026 0.013 7.371 0.211 4.171 0.270 0.095 0.0 0.00 0.000 0.305 0.000 0.305 YES 0.153 0.165 446.605 456.800 O.K. 416A 450.420 1.25 451.420 15 1.110 53.95 0.00026 0.014 4.171 0.068 4.103 0.261 0.091 0.0 0.00 0.000 0.159 0.044 0.159 YES 0.080 0.094 451.514 458.060 O.K. 416 451.060 125 452.060 15 1.066 32.38 0.00024 0.008 4.103 0.065 3.886 0.234 0.082 0.0 0.00 0.000 0.147 0.193 0.147 YES 0.074 0.082 452.142 458.020 O.K. 418 451.480 125 452.480 15 0.873 43.16 0.00016 0.007 3.886 0.059 3.238 0.163 0.057 0.0 0.00 0.000 0.116 0.415 0.150 YES 0.075 0.082 452.562 458.710 O.K. 420 452.010 1.25 453.010 15 0.458 33.58 0.00004 0.002 3.238 0.041 0.000 0.000 0.000 0.0 0.00 0.000 0.041 0.458 0.053 YES 0.026 0.028 453.038 458.430 O.K. 404A 431.310 1.25 432.480 15 3.118 26.75 0.00208 0.056 4.873 0.092 4.686 0.341 0.119 0.0 0.00 0.000 0.212 0.410 0.212 YES 0.106 0.161 432.641 437.240 O.K. 404 431.600 125 432.641 15 2.708 106.66 0.00157 0.167 4.686 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 0.222 432.946 436.490 O.K. 412 439.820 1.25 440.820 15 1.384 56.58 0.00041 0.023 5.684 0.125 3.976 0.245 0.086 0.0 0.00 0.000 0.211 0.504 0.275 YES 0.137 0.161 441.266 445.970 O.K. 414 441.050 1.25 442.050 15 0.360 36.82 0.00003 0.001 3.833 0.057 0.000 0.000 0.000 0.0 0.00 0.000 0.057 0.360 0.074 YES 0.037 0.038 442.088 446.170 O.K. 412A 441.400 1.25 442.400 15 0.408 56.83 0.00004 0.002 3.976 0.061 0.000 0.000 0.000 0.0 0.00 0.000 0.061 0.408 0.080 YES 0.040 0.042 442.713 450.560 O.K. TH CLINT W. S F LET Lic. N . 54380 10/26/2020 \` M E 0 0 U N � N 0 > E w ai E w w 3 U. 03 p U. 0 wO `mom O W L M ¢�_J U00 W J -N M � o Lu ry v z W W M 30'x to LL to _ N x >� F ¢ . c Uri °� N W M W J 4=` H M O x 0 LU F 0 w x Q z O M 0 0 Y z O a_ U U LU LU O to to 0 00 U U tY tY d d Q Q W W W W tY tY DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W J uJ I� L� I U) z z LU / O Q 0< U J m � L1J aLL U 0 O � LU Q O W LU O J U 0 0 0 T� i 0 U) L JOB NO. 40919 SHEET NO. C6.07 I � I I � °° I0 ° I I 0 °°0 0 0 I I � O /° o 1 I ° ° 0 O I I �� / 00 0q ' I 0000 O I / 0 O / O 1 ° ° o ° `\ \ I ' +/O 0 o / o O ° J I ° 0 \\\\ ----------------- \\� -----------------------� + I I I I /------------ — — — - — — ---- ---- __--- --�—_ - ° 110.02'R/LY------------------- �- -------------------- ------------------------------------ - -—191-47' ----- ----------- ----- - - — e � I r I I J _ ❑ o ^ —�— / o \ O 0 LI + II Yc /0 � _ < 0 \ v U D j ° Po/''u ' �% J o + , \ \� �/ /f '�✓ `° i it /� °° �. -I I �� /�� / /// �% \\ \\ n n7 ° j+J 1 j0 0 0 / \ I ° \ \ \ \ ° 0 PRIVATE 20' SANITARY o \ \ �� ° ° SEWER EASEMENT + \ \ 6 7 / i O O / + \ \ D.B. 2984 p. 688 / // — O / /� \ \ O i' °\ \ 0 V + \ J / Ob \`°\o o�—_— — ^ J o o LE 1a` _ / .00 + \ / I: \ \ v o E 20' SANITARY / �. / , / \ 1 \ 0 \ °o /NP + ~ . `� �o WER EASEMENT o+ =UF` + +� D.B. 2984 p. 688 © LEGEND ° 1 0 0 0 v \/ O /° BUFFER DISTURBED AREA ° ° ° °o vvvv n o °op ° \°\ O '� '0,� O° ° 00° C\o o O o O Oo J / PROPOSED MITIGATION AREA EA o + ° ° ° FOREST SPACE TO BE DEDICAT ED) u0 0°0 0 0 v i ' i/�\ �V✓ / / \\\\O ® �; C \ J 0 1 I ° \\------- ° °° °° ° \ \ \ �° ° ° ° + / / +°O`er\ 01 1 / °°0 0 ° 1 o o \ I o �VDOT-SIGHT y ° ' o \ \ �° DISTANCE F / 00 1 � o \ \ \ \ \ � / ,,,%%% / I EASEMENT ° ° / + 0 o / + 1 0 + 1 I ° ° / 0 / Q 1 0 �" " /0 �0 / ° 0 - 0 0 0 o 1 o STREAM BUFFER/ ° l / o ° FLOOD PLAIN l �o ' ( o / o \ 0 CONSERVATION AREA l o \ 1 ° \ o ° \�� \� /°� \° O\ ° ° / ° ° / -- 0 \^ o o /°° ° O \ O / ° - o \\ o a �— 0-le +0 0 / 0 0 0 / o 0 ° 0 0 0 0 0 0 0 0 0 + v v v v o ( I / �: / vvv o r �/� o vvvv + — i' / + ° I" I / / a vvv vv ov/ ' ° I I v° vvvv / + / 00I I\,.�' �o o vvv 10, I I ° 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 \ °0 ` + o�\`\" I� / \ \ y / / '�, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED o \ ° I \ �% O O /// /I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT ° °°\\\ �j \ ` ��// I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. TH CLINT W. S F LET Lic. N . 54380 0/26/2020 Ws,01ALC.�'� M E 0 o N � N C > E w v E �uv� Q LL 3 p LL < W M � j i52 J — uj co C7W NV W M O X oa =LL ti = N =v>� F a C EON O N W M 00 In, H- L� DATE 6/4/2020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' 1--1 (W V 1� > Z I Q z o W a cQ O G — m 2 WLL o w wLL z Q � D Lw u m LL Q C 0 U) 0 T� i ,0 V 1 JOB NO. 40919 SHEET NO. C6.08 L f� V NLTH UF���.�, � CLINT W.�'�2: co m 2 m cc m m m co Q co m LO cc to f0 -_� U LID F o n v n v F N (M F V N v rn Gd� S F LET > rn ... m �- �- 00 ._.... � (0 �. �. N O `� N rn Lic. N 513t� 4; rn � rn n n 168: DI-26 6 ft Throat rn v rn � M x rn v rn � n rn n m � o rn n o oD corn (o n 00 OD (D °MD ci 00 CONSTA 10+37.79 166: DI-3B 6 ft Throat (o n v o � cZ o � 0N0 (0 r v o � °n° o o rn � co � -It coo N � co � v °° c° r- m U? o c? o co 10/26/2020 �V � mnrnc nvm v �M°DN 7 nn0) V 7� n n O� n(0M N 7 WO M 7 • M mM M mM m N7 m nrn 7 M(0 V m CD N V m m m� chp0aooj c�o��j ��ornovF TOP STA10+37.79 N+rvvF m+aoF N+nvvF =+(h�F c�+°°vvF m�oiF N+�vvF c�°'ovvF O ooD oo� oo O �+ � on one O n O s/ p�.0 o��z p �aZ p INVIN480.87(169) TOP491.97 p�vz _z p p�vp p�vz z_ p az p o0az z_ p o��p o� tz z_ p 0"az_ _z p ti0N0I1AL ���� iiQa> o¢a» oaa INVIN480.96(601) INVIN480.35(167) MHO»> �HO> �� MHO» MHO»> ��O> (660>>> �O»> ������� rvFi�? �0F� ? �ai0? ? INVOUT480.77(167) INVOUT480.25(165) �mFz z z co On �(1) z z '(0 z �(J) z z �mFz �(nFz z z �mFz z z 500 500 495 495 485 485 m E 0 0 rn u N � N 0 > E w ai E �: w w 3 Q LL o 3 p LL 0 wO `Lu mn V 0000 Z o —u O .. rn ULu rv� o w v 30'x (Vn rn w i 0 ry Z > O O w w F WIN wM 00 � 00 J J 00 0 0 ev a a O x j F 0 N O w F �� N Q O z as O in DATE 61412020 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. 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 � 1�1 1 t t °' m o LID0 LO o rn 2 r, w cLi o co c�i - V N .�... n F Z, _ N F N F W F rn 00 (0 OD L0 coo corn M °4 V_ N m N Cl O °D 150: DI-3B 6 ft Throat o w a0 v rn n v r m °o to (n O O n m W N ? 7 O V O M V rn O rn M (0 N ((� mono corM�O Ln m m� w oorno STA10+40.05 °N� v m ao v w mLn o terry �n7 �°0 (6 7 00V m N v OOM n v M rnM ch0 NMOO (00 mN N m0 O mn 7 00� N V (0CSoocoo��j c1 (0 It h+ O_ TOP460.86 I+LO NNvaa� (Ao+u�i� +tea �vp �v? z p p�vz z p p�vp INVIN455.13(153B) o��z 0 p�vz z_ p w �vp w �vz J aQa> aaa>> > oQa ,> > ei (L INVIN454.42(151) ddaa> > vQa» > i�i Q(L o Qa> nFOz (,FOz z z (oF z z �Fpz �(Fp�z z ���z z z ��z �Oz I� �(nF_ �mF �(nF_-_ (nF_ INVOUT454.32(149) 475 475 465 465 460 460 LI I w/ z li w Q � > w P�ia w J of J LL OZ Jw m W Q a > LL O W� z p Lu O U) I..L 0 O O 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 `� STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB No. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 SANITARY 495 EXISTI G 495 GRADE PRO DOSED �\ GRADE 490 490 LTM. 14" WATER LINE PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE 1' \ 460 460 153A 3' MIN. 37.79' OF � 15@ HDPE ° SANI PIPE ARY 1 3-12 187, 3g 3 OF 455 24" 1 8 455 @2. SANITARY 0� P'^ yL PIPE 12 11 SANITARY PIPE 11-10A 450 450 445 445 490 490 PROPOSED 485 GRADE 485 8" WATER LINE 480 480 475 163 � 37.74' OF 15" HDPE � \ 161q @ 1.00% 183'H� E 475 @ 2.00� SANITARY PIPE 15-14 — � SANITARY 1 ��87•» 1 OF PIPE 15-14 EXISTING 470 GRADE TYP. 1 @20 E 470 SANITA Y PIPE 14 13 465 465 EXISTING GRADE 460 460 8" WATER \ PROPOSED LINE GRADE � 1 3' MIN. \ 455 455 / 149 SANI ARY 101 gs'OF PIPE 11-10A/ / 450 1 1 24" DPE / 450 SANITARY 1 "HDPE STORM PIPE 11-10A 1.00% PIPE 501 O 445 445 1 MI 147 ., TYP. 128.94' OF 24" HDPE @ 1.00% 440 SANITARY 440 PIPE 10 10 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1 MI _ _ � \ 470 \ 470 SANITARY PIPE 14-13 159 37.7 ' OF 15� 15" HDPE 1 •79'OF @ 1. 0% 18 HDp 465 @ E 465 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 450 450 501 121.90' OF 18" HDPE @ 7.89% 1.5' 445 445 � \ STOR PIPE 1 7 SANITARY EXISTING PIPE 10A-10 GRADE 440 440 435 435 430 430 In M 2 2O r- L L L V V (MIt F CA co °no w°r'o�rn� m OLLO7 mMOM r-- V p�v0 oCD LOzz0 'Fap> �0 IU)FZ �U)F-ZZZ 460 144B: DI-21B 6 ft Throat STA 12+09.73 TOP 449.23 INV IN 440.91 (143) INV IN 443.31 (143A) INV OUT 440.81 (143B) rn N C') 132: DI-21B 6 ft Throat - CD 136A: DI-2B 6 ft Throat STA 14+16.28 0' 0 M N 128: MH-1 STA 13+53.99 TOP 443.20 'T v m STA 15+04.87 TOP 445.04 INV IN 436.94 (135A) 2 1 v z 0 TOP 430.21 INV IN 437.97 (135) INV IN 437.27 (133) o ¢ CL > > INV IN 424.71 (129) INV OUT 437.87 (135A) INV OUT 436.84 (131) � U) OF- Z ? INV OUT 417.16 (127) 460 136: DI-213 E ft Throat STA 2+87.88 EXISTING TC P 446.99 - GRADE INV IN 439.64 (143B) 455 , - INV IN 43 .06 (137) 455 PROP SED INV OUT 43 .96 (135) 8" WATER GRAD \ LINE \ 450 1.3 450 \ 145 \ 445 37.79' OF 445 IT HE)PE @ 2.00% 3' MIN 143 171.99' OF 440 143 78.15' OF 440 @ 1.50 % 24" H PE 135 @ 1.5 % \ 66.11' OF 135 0" HDPE 62.28' OF 131 435 4 35 @ 1.50% 30" HDPE @ 1.50% \ 430 A 430 425 7 66 2g 425 @ ti F �a ON 420 420 9+50 10+00 11+00 12+00 13+00 STR 146 - STR 128 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N O V N � (O CD v f` o ry �ov v + 0� F- 'It Z O N F- 0 > > aan 0 P Z aan aan 435 435 f-PROPCSED ADE EXISTING k7GRkDE 430 430 3' MIN. 425 425 420 420 7 415 3 S9e' 415 @G Dp O� o S MA 410 410 DE rENTION PIPE 405 405 9+50 10+00 11+00 STR 128 - SWM A ^ M M @ 2 Q co _M Z, .-. M co)v M V CV o N o x 136: DI-2B 6 ft Throat N coo M v t M o v W v STA 11+77.46 o r CO 240: 12" Basin -Circular Grate CD N (0 0 o w r o + Co} Ci ` M TOP 446.99 134: DI-2A m+ cNi M y STA 10+00.00 o v. (o m v oaf F o�� pcvz p�"t +v� F INV IN439.64(143B) STA10+00.00 p�vz o��z TOP451.49 =oLo ~ p�a0 NIi > 0 o ¢ a» ap O ¢ 0 >> INV IN 439.06 (137) TOP 443.56 e _ O Q > > > INV OUT 447.20 (239) �11 z 6d ¢ a - - O �Z ���ZZ +aiH- ? INV OUT438.96(135) INV OUT43791(133) +��z Z N�0zzz 455 455 450 450 460 460 PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE 12.7" 8" ATER LI E 440 6 141 440 15" HDp F 139 @ 3.00 F 79.43' OF 137 ° 24" HDPE 1.5' 34.OF @ 0.75% " HDIIE ;�G' 0.75%� 435 435 SANITARY PIPE 10 9A 430 1 430 14+00 15+00 16+00 9+50 10+00 11+00 12+00 12+50 STR 142 - STR 136 104A: MH-1 STA 14+07.62 TOP 422.40 INV IN 413.10 (121B) INV OUT 411.06 (121A) Q U o N _0 v0 r (D CO O M 00 Co � CD t + M 2 1 7 Z Z 0 Q(L-> oH-0>z> NCO F-Z-? aan 435 435 36"ACCESS RISER 430 36" AC CESS 430 RISER EXISTING PROPOS D 36" ACC ESS GRAEIE GRADE RI ER 425 425 --� \ \ 420 420 TSTORM PIPE 201 415 415 MIN. SWM A WEIR WALL 0 400' OF 410 66" CMP 410 121B 121A 7.60' OF 25.49' F 30" HDPE 30" HD DE @ 1.30% @ 1.00 Y. 405 405 9+50 10+00 11+00 12+00 13+00 SWM A - STR 104 PROPOSED 445 GRADE 445 EXISTING 77 GRADE 3' 11 MIN. 8" WATER 440 INP 440 435 133 435 31.78' OF 15" HDPE @ 2.00% 430 430 425 425 9+50 10+00 11+00 STR 134 - STR 132 455 455 PROF OSED 450 rGRADE [EXISTING 450 3' GRADE MIN. 239 O 445 18. 6' OF 445 PE @ .00% 440 440 435 435 9+50 10+00 11+00 STR 240 - STR 238 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 m 0 d °' o QI.-No o O co 04 LO N N L N N v ~ w r` ~ _�vm No N (0��0 N 0�0C, �O CD O co 0C! * V m ca 0 0 V Co Co O N V m 04 � 0 7 �� V CL) @ V m 0 (O U) V +CN•�F- N} �� F- M+CC) _ +�� F- N}O V V F ��70 p"1ZZ0 ❑�LO �0 ��vZZ0 p�tZLO Z0 N~Oz O~Ozzz vFOZ roiFOzzz C\j �(nF_ V1 F-_ _ Nfn F•_ Nrn F•_ _ _ NCn F-_ - _ aan aan aan aan PROPOSED GRA E 435 435 EXISTING GRADE 430 430 3 -� 8" WA ER MIN. LINE 425 119 425 24" Ho E @2.SO% 420 420 415 415 14+00 15+00 9+50 10+00 11+00 11+50 STR 120 - STR 108 EXISTI G GRADE 455 F 455 �\ 3' MIN. PROPOSED GRADE 450 450 241 5" HDP @ 2.00% O 445 237 445 1" "HDpE 2.00% 440 440 435 435 9+50 10+00 11+00 STR 242 - STR 225 12+00 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 54380 10/26/2020 CL O ce 0 AL z O a U V Lu Lu �� O Lu Lu 00 00 a a ww W W Q� I Q� DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J J LL of 0 Z Jw m W Q a > LL O W O � U U (n 0. 0 0 2 ,0 V 1 JOB NO. 40919 SHEET No. C7.01 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 f6 (0 Cl) N CU O_ O (6 0 ¢_ MO 0 0 LO o Cl) r o o 0) M o r; v � L L N L O O L O N O (oON7 (O�f�N V $OaO� 7 �a^0 vN =M LO O N �M N O vM O In CD V m�CA (O 7 mto oo V m�ON V m� W W N V m0) 7 rM�O V co+ 7 H M+ O F M+ (0 ~ N+ r-y H (V + N V V H M+ (v F =+ M- H ODD O� � 7 <MM Z �M U Cl) 7N Z Z) 5ra0 prvz 0 p�aZ_ 0 prvZ 0 prvZ Z O prvZ 0 2rv_Z- O (0¢0> 7¢a> > N¢a> > OQn'> > OQa> > > 0<C)> > �¢a> > > 455 rmOZ �U)Pz z �U)�Z Z �y�Z Z o�OZ Z Z oU)H_Z z �CO�Z Z Z 455 \ 450 \ 450 � 1rS \ 1S6 445 yip 3 MIN. 445 0% PROPO ED 92 113 GRADE @ a OpF 1 0% 440 0 440 SAI 4 ITARY \ PIPE 33-32A \ \ 186 111 435 1S+, 9' / 435 S.01 A EXISTING /o GRADE \ 430 430 0, S/ 0. 1S"yD R 8" WATE LINE \ 425 425 \ 107 0p OF 420 30 1' 420 50 % 106 96 SANITARY 30" O PIPE 6 -6 @400% 415 1 415 410 1 4 410 9+50 10+00 11+00 12+00 13+00 14+00 STR 116 - STR 104 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Q O LJ O r N r O I C,jO W M _O r�f�0 W 7 + C6 r 't Z p Q(L > oH0>Z> 430 a� m �C E �o O p M r O r O �U� m m0w0oi v v 100: EW-1 for 27" or 30" Pipe o+ � ? pp r V Z 0 STA 11+17.79 N Q a» TOP 412.33 O(~noz z INV IN 409.00 (101) 430 425 425 420 420 \ \ PROPOSED � GRADE 415 \ 415 EXISTING \ GRADE 410 L 103 410 80.72 OOF 101 30" HDP 37.07' OF @ 1.30% 36" HD E @ 1.5 405 405 400 400 395 395 15+00 16+00 16+50 9+50 10+00 11+00 STR 104 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 212: DI-3B 6 ft Throat 234: 24" Basin - Circular Grate 216: DI-3B 6 ft Throat STA 10+87.17 STA 10+56.94 N N o N Cl) o Q m STA 10+16.12 TOP 441.87 04 TOP 449.97 r (h r N 222: DI-213 6 ft Throat CC14 t N C ) 04 F N N TOP 442.76 INV IN 435.20 (213) INV IN 444.71 (235) N- w H co STA 12+46.11 � rcli v N a0w INV IN 438.17 (217) o INV OUT 435.09 (211) 232: DI-3B 6 ft Throat N N m rn Co r w Cm m N 222: DI-2B 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A M INV OUT 444.61 (233) n "t r 04 Cn o TOP 445.35 - m CO (y v Lo C' 0) o INV OUT 436.72 215 r N Co STA 11+43.81 N v rn v m 0) M v (fl O v L6 v m Lo v N v STA 12+26.17 STA 10+00.00 220: DI-3B 6 ft Throat STA 11+14.11 ( ) M m M 210: DI-3B 6 ft Throat m( 0CN v mrin0 v INV IN440.06 223B NNcoO � m�(4� v (� eo�o v ¢(0'rww v 236: 24" Basin - Circular Grate TOP 448.73 N + � N + L6 v F ( ) 226: DI-3B 6 ft Throat + N r 04 °+° o v "t °+° v v TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin -Circular Grate N N STA 11+19.21 v N O INV IN 440.08 227 p o c O o Z O _ z z) INV IN 440.06 223B INV IN 440.06 223B O Z) STA 10+00.00 INV IN 442.87 (233) 5 v z O p r v z O ( ) STA 10+00.00 v z O p r v z - z ( ) ( ) TOP 445.62 INV IN 436.11 (215) STA 10+00.00 p r v Z Z TOP 441.83 TOP 450.14 INV OUT 442.77 (231) o ¢ a > > ¢ a > > INV OUT 438.80 (221) TOP 453.32 C¢o Q o_ > > v ¢ (L- > O m ¢ (L > > 0 INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.50 (221) INV IN 436.32 (219) TOP 443.90 ¢ o j j INV IN 434.45 (211) INV OUT 445.71 (235) N U)) F� Z Z N a) OF z z INV OUT 447.26 (225) N ai OF z Z N C~ 0 z z z N u~i z z z INV OUT 438.80 (221) INV OUT 438.80 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) N a) OP z z z INV OUT 434.35 (209) 455 455 460 460 455 1 455 450 EXISTING GRADE / PROPOSED 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94' OF 15" HDPE 23 @ 1. 75% 16 8 E 440 @ 2.0 % 229 440 231 18"HDPE 34.83' OF 1 OF @2.00% 18"HDPE @ HDPE 0% @ 2.00% 435 435 430 430 9+50 10+00 11+00 12+00 STR 236 - STR 222 455 455 ROPOSE BADE 8" WATER LINE \ EXISTING 450 1 GRADE 450 1.4- \ 445 MIN. 25 O / / 445 2 OF SANITARY 15" [225 IDPC I' MIN. PIPE43-42 @200% 9 223 8 0p, 29.79' OF 15. OF HDPF 4 @3'00% 440 15" HDPE 440 @ 2.00% 40. 15" DPF @ 2.00% 435 435 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 3' MIN. 440 440 221 30.71' OF7MIN. 24" HDPE 83'OF t09 435 1.00%24" 435 2.50% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 430 13+00 9+50 10+00 11+00 STR 222 - STR 214 0 50 PROFILE SCALE m Co o O 0) 04 ~ N N 0 ao m'o , v Cl) p� 0 O N fn�Z Z 450 210 DI-313 6 ft Throat STA 1+74.63 TOP [INV 440.35 i INV IN 433.24 (209) 445 \ IN 433.97 (209A) 445 PROPOSED GRADE T MIN. ;W�A�T EXISTING ER GRADE440- 440 8" WATER LINE 217 16.12' OF 1.2' 12" HDPE @ 4.50% 435 435 215 213 O 30.60' OF 40.45' OF 1.2' 15" HDPE 24" HDPE @ 2.00% @ 2.00% 211 209g 32.04' OF 8.24' 430 SANITARY 24" HDPE OF 430 PIPE 9A-9 @ 2.00% L209 2.00% 55.42' O 24" HDF E @ 2.00o 425 425 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 13+00 TH GLINT W. S F LET Lic. N . 54380 0/26/2020 4 CL O ce 0 AL N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (W V J J I� I W > w a w J J LL 0 2: 0 Jw m W J a Q > O W� Q o W U) 0L 0 0 0 2 ,0 V 1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 JOB NO. 40919 SHEET No. C7.02 TH f0 m n0 OL m 2M N t P� N p N N.N.. N N N M 0 H = N aD 0 o0 Cq 0 �� MM 00 ((00 00 m , 0 ccoo.'T 0+ H m(V 0 7 + N 7 7 ~ m�(0 N+ 00 N V M0F p�vz0 co �v?z0 ❑�7Zz� m� CL NnZ °Z N�oz zz N� ;z? z aa5 I aa5 440 440 EXISTING GRADE/ -PROPOSED GRACE 435 435 430 430 53.99r OF 24" H PE @ 2.00% 425 2078 F 24"HDpE @ 2.00" 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 202A: DI-21B 6 ft Throat 0) STA 10+89.90 d o m ui Mo TOP 433.06 0 L a N INV IN 427.38 (203) S o = rn � 00 00 INV OUT 427.28 (203A) N 04 m o m C6 m . a0 v 202: MH-1 0 206: DI-3B 6 ft Throat N + v v v STA 11+26.50 + co STA 10+00.00 0 v z? TOP 432.79 w Cj v z TOP 435.09 0 O > Z > INV IN 426.55 (203A) o - O > INV OUT (205) N 0 � - INV OUT 418.37 (201) N cn z 44a29.13 aan 435 8' WAT 435 \ LI E 430 430 LJ 205 29.79' OF 15" HDPE \ 36 03q 425 u 203 0' 425 60.11' OF DpE 24" HDPE @2. r)QI @ 2.00% SAN ITARY PIPE 613-6A 420 420 \ \ 8� 4 07 415 ' 415 @S00 F MIN. 410 410 STORM PIPE 121A 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 (o ? __0 INV IN 432.47 (407) :S: LO V N INV OUT 432.37 (405) rn a0 ? v rN (' w 90 m 408: 24" Basin -Circular Grate 414: DI-313 6 ft Throat + vIt r = + F STA 11+31.86 STA 10+00.00 0 v? z p v z z 0 TOP 445.65 TOP 446.24 i�i F 0 Z > > o O > > > INV IN 438.95 (409) INV OUT 441.79 (413) v rn - z v w H ? ? ? INV OUT 438.52 (407) 455 11+00 12+00 STR 206 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 302: DI-3C 6 ft Throat STA 14+52.12 TOP 432.77 INV OUT 431.01 (301) aa5 300: ES-1 for 15 inch Pipe STA 14+49.40 TOP 432.29 INV IN 430.91 (301� a5 440 PROP 440 SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE 425 420 420 415 415 j�� r- CUNT W. C13m 2 °' 0 P_ a S00 F LET o ^ m 2 Lic. N 54380 COCo Lo � N v m m N v 416A: DI-3B 6 ft Throat 4166: MH-1 10/26/2020 4 420: DI-3B 6 ft Throat m CO Lo co + ro L F STA 11+09.12 STA 11+63.07 `` STA 10+00.00 0 o v _z 0 0 v Z TOP 458.06 TOP 456.80 ti�'r�01( TOP 458.43 do O > > io ¢ a > > INV IN 451.06 (417A) INV IN 450.42 (417B) INV OUT d752.35 (419) v 0 P v U)) O� ? ? INV OUT 450.96 (4176 INV OUT 4M I a46 38 (415) 465 465 E ISTI G G E PROPOSED 460 \ GRADE 460 8" WATER LINE 7 F 8" WATE 455 455 *419 1.3' \ \ 450 3 .58' OF 417q \ 450 Ca o MIN. 1.00% 15" Hp F 53.95,OF @ 1.00 15" HDPE ANITAR Y " @ 1.00% PI E 34-33A��bk I/ 445 417 445 43.16' OF 4j 7S 6?'O 15" HDPE 16" A @ 1.00% @ S00%, 440 440 435 1 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I3 402: MHA (`c a STA 11+33.41 3 M P coTOP 437.62 V ? U o a INV IN 431.31 (403A) 402: MH-1 m w too INV IN 432.07 (405) STA 13+14.80 o o rn m m t N P v INV OUT 431.21 (401) TOP 437.62 00 + m � v + I-- co 400: ES-1 for 18 inch Pipe INV IN 431.31 (403A) v 0 a a t Z 0 STA 11+72.31 ¢ a INV IN 432.07 (405) ¢ > v > > TOP 432.58 INV OUT431.21 (401) vu~i0? ���� INV IN430.91 (401) 455 45n 45n EXISTING 450 G 3RADE::l450 \ 445 445 OPROPOSED 413 \ GRADE 440 \ 440 5 HDPE 5 1 5.58,0E 409 ' MIN.\ 2.00% 1 HDPE 3 .46' OF \ Ca 2.00% 15 HDPE \ @ 2.00% 435 435 r? gg _ OF @35p HDpF 430 405 430 15" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 \ \ EXISTING 445 GRADE 445 440 PROPOSED \ 440 DE \ r 435 435 03 430 106. 6' OF 403A 01 430 @ 0 DPE 70% Or 15" HDPE 38.9 E 18" ' OF @ 0.70% DPE @ p 77% 425 425 420 1 420 13+00 13+50 9+50 10+00 11+00 STR 404 - STR 400 510: ES-1 for 24 inch Pipe STA 10+06.08 TOP 485.95 INV OUT 483.70 (509) 495 VERTICAL P SIDE OF CRC POURED CC NDISTURBED -410: MH-1 STA 12+10.69 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 506: DI-3B 6 ft Throat 0 o STA 10+71.64 0 0 ^ (0 .c o TOP 487.17 cO t ((0 o x m LO (� INV IN 482.29 (507) o ry M 6 w co CO �? m INV OUT 482.07 (505) o rn m CO r� to CO 00 0?00 0 �? L6(OM � m v � 504: ES-1 for 24 inch Pipe 0Nv T + ram: m04(00 N 0 V + � � � � Q,VZ_0 o+ STA10+84.20 p�v0 pFv_zz_CO do¢a» TOP 483.98 o¢a> do¢a» (0(p�Zzz > (mCnPzz INV IN481.81(505) c�ou�iOZ aa5 lion 5nn 490 490 EXISTING PROPOSED GRADE GRADE 485 485 509 1.5' 480 19.58' OF 507 505 480 24" RCP 12.56' OF @ 2.00% 24" RCP 24" HDPE CLASS B @ 2.00% @ 2.00% 14" 1 iATER LINE 475 W/ ASING 475 PE SUPPORT ON EITHER SING. 1'x3' (F OTPRINT) CRETE SUPP DIRT FROM BADE TO BASE OF PIPE 470 470 12+00 9+50 10+00 11+00 11+50 STR 510 - STR 504 EXISTING GRADE 495 495 \ PROPO ED GRADE 490 490 LINE 3' MIN. 1.5' 485 485 601-R,2, 480 62 480 24" HDPE @ 2.00% 475 1 475 9+50 10+00 11+00 11+50 STR 600 - STR 168 0 50 PROFILE SCALE M E 0 0 u N � N 0 > E w v E i H_ LU w w UM ¢ V 3 0 w O w0 `mom < W M � j i52 J - 1i .. 0 Lu co z W U1 � �0'x LL � Q v ti = N N Fvam EO10 N W M a� o w am O ce 0 z O P _ U L7 Lu Lu o ti ti O W W ii 00 2 2 00 a a j � � N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I W > W a w J of LL of 0 Z 0 Jw m W J a Q > LL O W� Q W o U) I..L 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� V NLTH UF��� CLINT W. 2: m vInS F LET >4 p LO p r; ui m, t m M`,Lic. N 51380 4 _ _ _LO � 0/26/2020 ; O m �W aDm N OR O O� M� a0 � �,,� m o Lo o m0? LO e m �000 co m 7 ��N� V Co00� O V o+ � � + 0 w to g � C6 v � + c� t (0 �ti�N01 A L ���� m m Qo"tcy)O D5C> Z p ovz O Q��Z Z p o NN�N ° ° Qv Qa as-- OQ0> CO¢0> tCD t t m ;°F0> Loop»> '0 O ,'Fizz H �m? �WPzzz cnPzz �cn�-?? v m o ° W o V 00 475 475 w 0 00 208B: DI-2B 6 ft Throat 0 ma�v mNpl: cj m0r. v °m°OOp� STA10+29.71 N °'��F N ) �o+(0 TOP 436.33 ¢ o Oo�O oCD IgZZ Q��p INV IN430.13(207) v E � a (L a a (L co0 F- > INV IN 430.13 (207A) _ OZ'U)OzZZ Nmr? INV OUT430.03(207B) �Uw3 455 455 445 445 a 0 3 PROPOSEDp LL — wO `mom ¢_j U0000 Z a —ui O .. P rn C7(A rv� a w v 30 =x U) w o Q v O i ry Z 4T > O O W W wM 1 00 00 ca 00 a a O ww x �n vI 0 j x F 0 N O w F 4P4 N Q O z O in DATE 61412020 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9 SSTR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 0 50 PROFILE SCALELu '^J @ M i0 Q V F N F .N.. m Q N 210B: DI-3B 6 ft Throat co 224B: DI-2B 6 ft Throat � v rn moc) com STA10+32.00 m9Mq* STA10+29.79 mo�v ���� O TOP 440.35 O TOP 446.84 ' o 'A v 'It J +o� +�H +o�+u v�H I� 00�0 INV IN433.24(209) C10�� ( ) OaLO ovZ v INV IN 442.37 223 v o � v- Z Qo F ( INV IN 433.97 (209A) N a0 Oj INV IN 440.98 (223A) N O O N < aO z > O c14 W H z INV OUT 433.14 (209B) N m Z INV OUT 440.88 (223B) v w H? v m r- Z Z 450 450 455 455 455 455 I w/ z li w Q � > w a w J J LL O Z O Jw m W J a Q > LL O W p O Lu U U7 I..L O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 EXI TING GRADE PROPOSED 450 G DE 450 3' MIN 445 1 445 " WATER 143A INE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EX STING GRADE P POSED 440 GRADE 440 3' MIN. " WATER INE 435 435 430 430 209A 32.00' O 15" HDP @ 1.00% 425 425 � EXISTING GRADE 470 470 G DE 8" WATER 1.5' LINE MIN. 465 465 3' MIN. 1' 153C 7.05' OF 460 1 1 460 155 @2.SOo 1 ?•2S'OF 37.80' OF / NDPE 15@ SANITA Y 2.5 0 2 p� E PIPE 13 12 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 GRADE '2 8" WATER LINE 440 440 1.7' I SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 440 440 EXISTING GRADE 435 435 P OPOSED 8" WATER G DE LINE 1.3' 430 430 207 425 29.7 ' OF 425 15" DPE @ 2 40% 420 420 PROPOSE 450 GRADE 450 \ \ EXISTING GRADE SANITARY PIPE 33A-33 445 445 8' 3' MIN. 440 411q 56'g3'OF O 440 DPE @ 2.00% 435 435 430 430 TH MANHOLE 16 STA 10+00.00 TOP 492.72 INV OUT 486.37 (16-15) snn 60" INT. DROP MANHOLE STA 11+14.60 15 TOP 491.81 INV IN 484.94 (16-15) INV OUT 478.39 (15-14) MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE 60" INT. DROP MANHOLE MANHOLE MANHOLE STA 13+19.41 STA 14+24.38 STA 17+46.88 STA 18+04.66 STA 20+30.72 STA 20+95.60 STA 24+56.05 14 13 12 11 10A 10 9A TOP 483.66 TOP 478.72 TOP 464.26 TOP 463.22 TOP 41979 TOP 456.09 TOP 445.79 INV IN 474.81 (15-14) INV IN 470.95 (14-13) INV IN 456.56 (13-12) INV IN 454.49 (12-11) INV IN 449.53 (11-10A) INV IN 441.09 (10A-10) INV IN 436.09 (10-9A) INV OUT 474.10 (14-13) INV OUT 466.23 (13-12) INV OUT 455.65 (12-11) INV OUT 454.05 (11-10A) INV OUT 442.38 (10A-10) INV OUT 440.60 (10-9A) INV OUT 435.89 (9A-9) snn 495 495 490 8" WATER \ WATER SERVICE 490 LIN'E1.5' LINE TO FHA, 3.5' MIN. DEPTH APPROXIMATE MIN. \ 485 1 485 114.601 OF STORM 8 SDR 6 PVC PIPE 163 STORM 480 PIPE 161A;::v PROPOSED 480 1 ` GRADE STORM MIN. 6 LINE PI E 167 l 1 STORM STORM PIPE 161 I PIPE 165 15_14 475 04, 1' STORM 475 p_ R-26 PVC PIPE 159 --- WATER SER ICE LINE TO 1 75% - - i FHA, DEPTH APPROXIMATE 14 �13 ` \ � - - - - � "Asss, 470 470 Op jUjp \ \ STORM \ PIPE 155 8" WATER \ - 465 LINE 465 STORM 8" WATER ` \ PIPE 153 N LINE \ \ 460 322 1' EXISTING 460 ,2 QAgs MI S ORM \ GRADE @ 3. 00? 2ojo PIPE 153E \ \ 1, STORM MIN. PIPE 151 \ 455 \ 455 12-11 57.78'OF 1 MIN. / \ 81 \\ @2.CLAS00�o DIP / 1j A 450 26"06' 450 S 52 DIP 2.00% STORM \ 8" WATER PIPE 147 LINE STORM PIPE 501 \ 445 J J --j 445 1. M M M MIN. W W W H N H co co STORM J + J + 10 0 PIPE 139 N � J CAW + CA 6 •88, Q Q Q 440 @ SS 52 DIP 2.00% 1 -9A: 360.45' O -� 8" M U N. � � CLASS 52 uctile Iron @ 1. 5% 435 I 435 N M J 0) l+ (o J C_O Lo M N of f-, (O 04 W C)W (D L I + 430 Q Q N �¢ N a N a�a N 430 a �U) lco U) U) 425 425 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 8+00 STR 16 - STR gq HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 19+00 20+00 21+00 22+00 23+00 24+00 CLINT W. S F LET Lic. N . 54380 10/26/2020 E 7m AL DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (W V H\� W 0 W Lu C) u 0. C) 0 0 2 ,0 V 1 Q JOB NO. mq L 0 50 PROFILE SCALE 40919 SHEET No. C7.05 f• VNLTH UF��� CLINT W. 2: �S F LET >4 Lic. N 54380 r 1012612020 • 0S00NAL �.•. MANHOLE ~���� 8 STA 12+57.78 TOP 438.41 INV IN 430.47 (9-8) o EE MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE DOGHOUSE MANHOLE nO U MANHOLE 9 STA 11+27.44 MANHOLE STA 15+68.34 6 MANHOLE MANHOLE MANHOLE MANHOLE r4IT5 21+g1.18 0 STA 10+00.00 TOP 442.30 STA 13+10.00 TOP 430.63 STA 16+20.85 STA 18+g3.76 STA 19+59.49 STA 21+33.76 P40504 > E94 TOP 445.79 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5 TOP 427.36 TOP 422.25 4 3 TOP 419.51 TOP 408.51 IN 399.33 (2-1)INV IN 436.09 (10-9A) INV IN 433.34 (9A-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.38 (5-4) INV IN 413.04 (4-3) INV IN 402.38 (3-2) IN 398.70 (EX-1A) H_ w455 INV OUT 435.89 (9A-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.18 (4-3) INV OUT 412.84 (3-2) INV OUT 402.18 (2-1) OUT 398.70 (EX-1 B) ¢ LL o g p LL - wO `mom � V oMo Z a -ui O .. P rn C7(A rv� a w v 30'x U) w Q v O i ry Z � U W 1 O w w ~ �rn � wM > 00 o w 2 2 00 a a o ww x c� ww x F 0 �V O w FL �V Q O z O in DATE 61412020 0 DRAWN BY ., \ C. GAYNER • DESIGNED BY 5. • C. SHIFFLE7T • CHECKED BY • C. SHIFFLE7T 5. SCALE LLJ AS SHOWN • J (WIC co GV/' J J I� 0 Ili,� , Ova w/ z li WQU) > Lu a w J LL 0 Z 0 J w m a WJ Q LL O W z 0 o W" 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 0 STR 9A - EX 1 L.L HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 0 00 `2 1 5 ,0^ V 1 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.06 60" INT. DRDP MANHOLE STA 15+05.32 6A TOP 432.94 INV IN 24.91 (6B-6A) 450 INV OU 421.40 (6A-6) 450 M NHOLE STA 4+36.38 6B TO 434.78 INV IN 426. 3 (7-6B) NV OUT 425.7 (6B-6A) 445 - 445 / / WATER SERVICE LINE DEPTH PPROXIMAT 440 � 440 8" WATER STORME GR�OPESEDPIPE 2134353.5'MIN. J8'WATERLINE 435 9 1279A STORM \ 8 SDR-26 PIPE 207 \ 8" WATE PV @2.Opo � 9'8 1' \ STORM LINE 8"WA ER 430 8 130.3q, OF MIN. \ IPE 203 LINE 430 o v � 8-7 MiN � o+ � + � + � 52.22' pF _y .5'� � - EXISTING Q � J � J � 8 CLASS 52 7-68 MIN. GRADE Q Q Q @ 1.50 % Ip " 126.38' OF 425 SD _ STORM 425 �� cn �� cn �� (n J�J� � � �J� co � J � @1.25% 68.94'OF PIPE10 \� \ w o �� 0 co Sri 8° LASS 52 DIP 1' H � H N N~ N I- N H @ 1.25% MIN. � \ i � Q � Q Q � H � Q � \_ \ 420 6 � 420 V1 � fn (n � cn fn cn (n (A V1 (n cn JO � O J(D � N e0 � CO (O O � 8" SO 02, OF R-26 o r� ri co �� co p 6-5 \ W� W� � Wo rnW0 W @3.0po VC 52.51' \ \ Q M Q M M J M MQ V Q / $" SDR 26 PVC \\ �Q �Q Q �Q Q�Q � @1.500 -4 \ 415 415 J oo J � � � (n � (n (n � fn !n� (n � 8" SDR_ 6 PVC N o In In (A In In @ 1. 00 /0 4-3 \ W � M W + � � + 75.73' OF \ Q N � J N � 8' SDR_26 PVC 410 �Q�Q @1.50% \ 410 � �� � fn (n J � N 00 J M V \ M 9 Q Q M o \ 405 405 � Oo C � � 400 4 400 @60o pl'C 395 395 390 390 L f• VNLTH UF��� CLINT W. 2: �S F LET >4 Lic. N 54380 r 1012612020 • 0S00NAL � �.•. NqN oIII ^� E 0 0 u N � N 0 > E w v E w w 3 Q LL o 3 p LL - wOLu `mom V 0000 Z a -ui O w rn MANHOLE V' W w ram- a 60" INT. DROP MANHOLE z 1- -I. STA 15+g2.37 O In u x 33 STA 12+73.04 31 TOP 435.01 LL o TOP 448.74 INV IN 430.27 (32-31) p a = ( ) INV OUT 430.07 (31-6) _ > � O w w INV IN 444.58 33A-33 � = v ^ 2 2 INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE a ; MANHOLE MANHOLE MANHOLE 6 STA 16+64.94 ° ry W 50 MANHOLE STA 11+80.23 STA 13+33.40 STA 15+04.10 TOP 430.63 2 M U U STA 10+00.00 34 33A TOP 454.17 32A TOP 447.45 32 TOP 439.75 INV IN 426.44 (31-6) J TOP 462.18 INV IN 448.49 (34-33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) INV OUT 45 !.10 (34-33A) INV OUT 448.29 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31) INV OUT 419.31 (6-4)65 ~ O O � a a O ww x �n vI j MANHOLE _ MANHOLE MANHOLE 9 STA 11+27.44 0 0 0 MANHOLE 42 STA 11+30.23 STA 13+53.72 41 TOP 442.30 0 0 0 STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) F 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42 41) INV IN 433.34 (9A((-9) o o N 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z O1 0 in DATE 61412020 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T ;:�f 7 • CHECKED BY • C. SHIFFLE7T SCALE AS SHOWN 52 �• 111 w of (. .,> IL �I� LL V cr H� 1. I Lu LO w/ z li w Q U) cni cn cn > w a w J � LL OL J w 9+50 10+00 11+00 12+00 13+00 14+00 15+00 m a STR 43 - STR 7 W Q HORIZ SCALE: 1 "=50' � % O VERT SCALE: 1"=5 w z J 0 O W " LL 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q STR34-STR6 HORIZ SCALE: 1 "=50' O VERT SCALE: 1"=50 O 5 2 D 0 O 0 50 PROFILE SCALE U) JOB NO. 40919 SHEET NO. C7.07 EXISTING G DE 460 460 455 8" WATER LINE 455 STORM PIPE 417 \ 1' MIN. \ \ 450 18p4-33A 450 DR- 8" ATER @2'pp°pVC 3.5'MI \ LINE " 9 8 3q'33 8j0 \ 445 S S ORM 445 ��Q�Qao m�r�� JO �v n J� �N � @ 6pV 00� C °1.5' 1.5' PI E113 MIN. Q o Q C:) Q C:) Q� Q� MIN. � MI PROPOSED STORM GRADE 440 � H � H � Q � Q PIPE 411A 33- 6 32 440 tq cn , CUSS, DAP (/) in (/) (n V) J ��n O J O J v Lli c+� J O @ Z,OOo � \ 8" WAT R W co o W o W r� o W t0 E 435 Q� � Q N Q � N Q N 1.5' _ / 435 Q LQ Q Q �m� J o J J (���j p 1� 3% MIN. aim � �� �� �m\ 01 / o ILICM-�I�jI 430 Q � Q � � Q 32-31 \ 430 cn � cn � � cn Q � Q � � °�° J � � 8,. SOR 26 PVC cn cn � � N � w � � W � W � @ 1.50% �\ � 3r 6 �>Q � H� Q� H � Q @SO opVC 425 425 >Q �(� � J J � > (� > (� (n CO lY �' Lf') LL O LC N V1 V1 H H� H�H� J J � J� J � 420 � � Q � Q � Q 420 415 415 410 410 PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 . EXISTING L36 GRADE 450 \ 450 43 �3423 PIPE 225 \ � \ 8" @ DOsp C MIN. � 445 \ 445 - .STDRI`1 STORM PIPE 223A PIPE 221 rPE219 440 440 �N�COO. � �N�� 1' W +W � o w�wv MIN. 1' ���� � Q�Q MIN. �Q�Q H"??34�� � ? 435 435 � � V) (n cn cn � v7 cn cn � J�J � � �JOJ(O o � � , 'A:) JN � J� � v � �? o @ q 26pV Op/ C 41-g 76.45' I ,n o o W °� W+ W S W c� W cfl W °+� 8 SDR-26 VC IYQ���Q�Q lYQ �H 430 430 V) V) � V) V1 V) V1 V) V1 V) 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - W W NOTES: > > 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO od o > . o m CONSTRUCTION. H o w 0 1 w o 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO N_ o_ Q o w o Q ELECTROFUSION COUPLINGS WILL BE PERMITTED. X Q Q 00 Q Q 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF 505 N 505 PIPE CENTERED ABOVE WATER LINE CROSSING. ZZ Ow �m Q N U 500 Q a: v U o Q 500 \ EXISTING W ~ GRADE 495 \ 495 \ \ \ PROPOSED \ GRADE 490 \ 490 12" LASS 52 DIP 485 WATER LINE 485 \ 480 480 14" DIPS DR9 PE4710 WATER LINE W/ 30" OR 36" DR17 CASING DEFL CT HDPE 475 475 060 H Z zLU OJ N Lo QV o IQi 'T U H W N W W LL' M + + W + II HORIZON ROAD INTERSECTION Q 2 � ~ °S �I �_ > STA 13+46.20 O O W N 4950 W 2 N F- CV F- iN F- (n U) , U) � co u) W 495 O II EXISTING II GRADE / PROPOSED < J / GRADE fn W / / 1.31% 12"X8" CROSS 490 > > / 490 / 3.5' MIN. STORM STORM 16' PIPE 171 485 PIPE 507 485 / 12" CLASS 52 SANITARY 0.5' DIP WATER LINE PIPE 16-15 MIN. 1.5 VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING STORM PIPE 601 480 14" DIPS DR9 PE4710 WATER LINE 480 W/ 30" OR 36" DR17 CASING DEFLECT HDPE VERTICAL SUPPORTS, BOTH SIDES OF WATER PIPE CROSSING 475 475 0p O L co O v0 N �N oD c'�O V 70 700 7 76 700 7O m c'1 70) ' 700 70) 76% 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 14+00 14+50 0 50 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE HICKORY STREET PROFILE SCALE HORIZ SCALE: 1 "=50' HORIZ SCALE: V=50' VERT SCALE: 1"=5 1 VERT SCALE: 1"=5 I ,IIIII III � / \ \ \ \ \�\\`:^_ I ' / I ` ' `• ll I I 'I / //II Ililii,iilj\I 1 / 11�' 1 \ \ ` "\\�___ I / , \OS I �- �/ - \/ -� '/ i' tiff / / 1 I II1 / I 1 I \ \ \ ` 1 Q . I /k� ' I /� `� �\ \ \ /' _ /' / / r — IL II I /�I I I I I IIII III / \ •_I ' IIIII I I/ r , , I, III I,111'I I ` b5 / �` \ ' / / --\ � 'J ' II III I o ; I/ Y / I I I I I III I I / C) \ / II a III'II'i1111\\\ 5p0 t \ g \\ \\ \ \\ \ � 1` \\',�\\ \\ I II I I p9 \ 1 \ / I ----—J �,—'L �_- \ of l I � IIII_ �\` \ \ \\\\ I I \1 /� \ / of I /I I I 111,11\\ _ -�\ ,/ I I 1 1 I I \ \ \\ \ 1 \ ,\\ ,/ /-- - - -_- I y� /IJI/4 "/\ / - \ I_ I \ I Of NN \ \ \ \ 1\ I I 1 I 1 \ III �pp r� l\ / W 8--/ / \�-\\��C_ \ LI_ N I I I I I \//�/\\`�— r� I ,/ w . , -�, I I I , `\ \ \ III N I I I I ( i I 1 O \ I II I I I I \ \ \ \ \ Ir -- r. \ 1 \ '� , I I I I � � I I , I I I II I �,� /' d\ ', �\-Z\ --- \\y I U~ I 1 I/ \ \ 1 Lt96 I I , I ' IJI', I rn I 1 11I1 I , I '/ , ,/I / / - I� J^ L_="' \ \ \\ I I I ��'/I / / / /I , I I \ \ \ \1 , , �' I I I , I , I / / III N 1 �►� I I II ,� I 1 r �._ '' / / / / I I \ \ \ \ / I I 1 , / I I to N I I \ I I p ,' I / `\ `\III 1 1 1 , 1 I I II 1 ' J \ 1\ !+ O / 1 I I I \ I \ r \ / I 1 \ 1 I I I I U I I I 1 N� I /' I / I /I I III ` \\ ` \ ` \ \ / / I 1 I 1 \ 1 I I�_ 1 I ' ' 4 I '� - --/ _--- /, ''�. �1 \ r ' I II ' ' I \ v ' S57°26'02" E/ 297.7/b' I I ' I \ I 1 1 \ 1 , I,1 / — — — —iisp` — — — — _ S� 1'I \\ ' ; I I \ \\ \ ` I \ `\ \ 1 I I I \ 1 1 , II I IL' �J %� _ �DQ - — — — — — — — I /` \\ \ \\ \\ 1\ III o / \ / I I II I I ' . \ \ \ `\ `\ 275.67' 16 . I W 0 P�'% 1 NS _ GT Ilk I_—Ji i�\Or. I 1 II �}-- \•\�i� S\\'�/�j@--�-_ __-- -- /,,/� \ \, , 1 ,', 11,\ 'I ,;I/ II, II ,I/ Ill I \ \I \ • �\ ` \ 1 ` \ \ \ , ' , \ \ I I I I I , ---IIII, 1 ' d---- I r. / �i�• %�� �i _ - - // 1 , I I1, 1dl I `I 1 AA III \ J , 1 0 LJI o 1 I\ \3 of o ,- - f I , I ' 1 II II I I \ / �\ / I M I \ \ \ \� I I 1 \ 1 p li /� - /�/ I 1 I I tl \ 1 2 \ _�- ' I A NI W� P / I \ \ 1 1 � p ' \ \ ' / ` \ ` ��Q)1 I _\ 1 � I , � / 92 \ \ / 0 � \ I I /l• 1� I I \ II \ .^F , ,, I .\\\ \ ,` � �\• II \\1,\pIIIIIII \I i' I\ �� I ' \\ I \\ o i1II IIII �\, ���, <p6A \ \ \ \ \ / / I I \ ,\ '� I, cP, v 491 \ \\ , I III \ , \1 \ I \I�', \\ \ `� \ \ 490 \ \ \ \ _ _ I I I '\ \\ \ I \\I 11 I\ \ IIIII I I I II I II ` \ `� `CJ/' I / I; G I,\ I ,I \��j \1 1 I \ 14+ •. --- / I I I I I'1 I II / ` ^ +00 _�, I 1 I If - - ' \- 10+50 Qg9 - - - '\ I I I If Ilili I , / ` `` 1\ \ \ 1 - - - \. -•pa., ---- � 5 c p � �8 �- I / I I I caa I'I I`,0K\ I, SO \ 1 1 it I \ l �\ \ \ \ \ \ 4914g 2* / / / / // / I I III I \• / / 10, 493 _ � ` � 13+ i � � i , , L✓� / / /, /, 1 / I I I � \ �/i i i /_� �.t1G� j / �l 1 ' 110 y\\ Imo'\ 11 a I \ \ \ \ \ � � \ \ \ Gr � , / �/ / ///,'/ .SCALE __ / ,vv/K 1 P I III 1 1 \ \ p \ ` \ \ \ \ , , T- y \ - ' / % T I l i , I SN� \ II IIII I IIII\I�\\\ ' r\ \, \ ,-H�—A�w W Q i_,w_L\ SAN A TH CLINT W. S F LET Lic. N . 54380 10/26/2020 \` 1r;Sj01� ^� E 0 o N � N = > E w v E H_ w w um Q VO 3 p U. w 0 m O W L M a� i52 W J —N M N � U W U1 � �0'x LL p Q v = N N F a . _ Y � N W M Lm N Q O DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE AS SHOWN (w V w Q Lu a _j J_ 0 LL J m � wow w�a C) 0 L.I_ w C) 0 0 ,0 V 1 JOB NO. 40919 SHEET NO. C8.00 L TH U HIGH PT STA = 10+64.99 w HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 z PVI ELEV = 490.34 w A.D. _ -3.00% X oo v K = 30.02 I o 04 m 90' VC ++ + v Uo>o o_ 495 T In 00 In II W7 74�1 LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 (n W O > > X Q 00 00 2.00, m m 00c I v \ W U 490 490 \u I w \ Q L.L 3' 06 485 > 485 \ 1, \ co W N \ 3.5' I- _ 480 STORM MIN. � Q 480 PIPE 163 QD OD U PROPOSED \ GRADE 3.0' EXISTING \ C) 00 2 W 475 GRADE — — \ + 06 475 —�� 1' > U m rn U_ io U) _ STORM \ m m \ M W w m 0) + 00 m + 470 PIPE 159 / \ \ o6 ~ 470 SANITARY PIPE co co co X Q UL Q PIPE 14-13 CD-1 DEFLECTION, 00 U) ib 8" CLASS 52 DIP TYP II II WATER LINE U w w\ 465 \ 465 CD-2 STORM 1 \ 460 PIPE 155 1 10 CD-1 460 3.0' TORM PI E 153A \ 1' 455 14\ 455 SANITARY STORM \ PIPE 12-11 PIPE 151 \ \ 1.9, \ 1 450 41, 50 STORM PIPE 501 445 1 1 445 SANITARY PIPE 1OA-10 440 440 M V Lo O V Lo N V co (o V c) t` Lo 00 Lo c) O LLB 00 of Lo co N Lo 00 Lo co @ LLB 00 O "t m O co 7 V Lo Cn r` CD N CM (.0 Co m = Co V r— N O (o I—. N rn O N rn , f� m m t` i(] °O t` Lo t` 7 C`� f� N t` N °D r` O t` co t` N O t` O W t` I- CD V Co N M CD � O V in O W in m vM I- V m V 00 v00 V v00 V V 00 V r� yr V yr V vr- V vQ V vCID V vCfl V vCfl V vco V V CID V Lo V Lo V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 HORIZON ROAD BEGINNING - STA 19+50 HORIZ SCALE: 1'1 VERT SCALE: 1"1 _, I I I �_���Ir TA 1 \ I VH033>3COO L p o J � Lo Q F+wo x F 495 : rn in rn w J jl'-Ho LU a 0 <-m- ID n n n 495 490 490 485 485 T 2' 480 480 STORM PIPE 165 8" CLASc 52 DIP 475 WAT R LINE 475 470 470 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE HORIZ SCALE: 1'1 VERT SCALE: 1'1 IF III , 11 I - - - - - - - \ \- � �� I � _ _ _ '-------� --1/ \I \1 It �/ / - ._ -- � yam'.: `: —�_ — •�� _ 17+ 5 N VS \ 1 L L 1-r �— r� II I �(� r r r 1 y %--------- \ - /v4I80 CLINT W. S F LET • Lic. N • 54380 10/26/2020 \` Wzyo;1AL Ob �'� M E 0 o N � N C > E w v E LU w 3 Q a o 3 p w — wQ `mom O j L smo < Lu V oo J — i M No m � z W U1 � Q x LL p Q v j N N Fva� c Y � N W M 00 J z O a_ u c.l LU LU ti ti O Lu Lu > 2 2 00 a a If, If, W W Q� I Q� DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN LU > LU a -i J_ J m � W LL a LU z Q C) o � LLJ 10. C) O O 2 ,O V 1 JOB NO. 40919 SHEET NO. C8.01 L / 22 460 F- w U) U QY W LLJ U) F- ry, z w z z J J J_ U) W 2 0'> Of 1�, U cM O 460 PIPE Z M W + DEFLECTION, LL °6 c N � r BCD-� Q � _ L W POINT ST = 25+69.95 Q _ GRADE -EXISTING U v LOW POINT E EV = 438.26 455 / 00 1 100 N 04 M PV1 STA 24+95455 440.13 3.5' -2.89% i + °OW o PVI ELEV 3' N t N~ N> +N" It A.D. 38% Q Q QQ7o X K CN°0oQ 00 O bo = W1.9 r � o CDX N N c 450N 3' C7 N N 0000 r U) 00 (/) RM CD 1 c11 W W PEO 45 8" CLASS 52 DIP 11 U_ U_ 445 WATER LINE 1.2' STORM W en > N > I o IY c+) N 445 STORM PIPE 137 > > co N U) N U)'t PIPE 501 STORM \ m m N m Y LU r Y11- LU + PIPE 143A 2.7' - - - II II Q cNj Q Q 1714 Q _ PROPOSED 440 \ CDA y GRADE 440 SANITARY 1 / 1.3' PIPE 1OA-10 \ / CD-2 \ 11 / STORM _ _ PIPE 133 STORM 435 C) LO > r PIPE 211 \ `2 5 0 435 CD-1 \ U)N U)N u)N \ Q Q Q STORM W U) W W SANITARY SEWER PIPE 209A 1.3' LATERAL, DEPTH APPROXIMATE, TYP. SANITARY 430 1 PIPE 8-7 .2' 430 1 STORM \ W U a) W U LO W U 00 W� V? 04 W U 00 N W U_ 00 W N U(0 a)W U M W 0)U- 0) W U 0) W c`? U NW 00 U 00 1 1 PIPE 207A STORM\ STUB OUT FOR > LO > rn> _U O > U) % O N > N— 00> V 00 eD—LO > c+> % N Lc) % O—� 00 > O W W W 1 1 W PIPE 205 FUTURE PHASES + IY + + + + + IY + + 1 + + + + 00 21 LD SANITA Y 425 LU (n N LU U N N N cn LU N M (n ch N (n N In N U N In N U N (n N (n N U N > r > > W cy) PIPE 6B \ 6A 425 I-- � � I � I + o WcoWco + t >oOWcD N t \ LU (n LU (n W� (n U) W� (n W�W� (n U) W�W� u) (n W� (n LU (/J III (/J (/J N (n N (n N + (/) N \ Q Q Q Q Q Q Q Q Q Q Q Q Q IY Q Q W N I Q STORM �� ��W � IQwcn PIPE107 ~ �i 420 �i 420 O (l) O O 00 O V C7 Lr) N O O CO V (D O (N M O r l() N co W r 00 N� � r O W O r (O LD N co N � O O ("? LO r �'? O LID I� Lr) LO L Lr) V (D Lti Ln N N O M CO ao M I— r (,.� Ni L() O V v N N � N O O v of ao M (O r M co N (o M f� LID N M M N N 7 V V V LO V V Lr) V V LID V V V 7 V V V V 7 V V 7 V Ni N V i 7 Ni 7 V c) 7 V V V V V 19+00 20+00 21+00 22+00 23+00 24+00 25+00 HORIZON ROAD STA 19+50 - END 1 SAW % =d A_ 41Woil / 1 441 0 G e. /� 10 _ � 7. 439- � •;,,;,,;;,,,;,,,};:,439/ \ /r " \\ \\ \ \ 1 1 U I'/ I J 100 _IA w�,, , q .c 0 r 1� I, ,0 I In jh �����•�!T\ram` �'1 � . ��i���� s I � � NemlIf Qnsif 401111If 29+00 0 50 PROFILE SCALE / / 6- 1 ° X \1 `N, \\\ \ / I _10 od I -0 0 / to loll __ Aft \ \ 1 \ 01 SCALE V=49 / / / / g o / / o / \ / / /o lit/ TH CLINT W. S F LET Lic. N . 54380 10/26/2020 \` M E 0 o N � N C > E v E w > H_ Lu w w Q 3 um p U.0 wO `mom j V smo Z o N— (n O rn uu 0 LV w a 30'x U) Ln w > O z O W W ~ rn wM � 00 o00 w 2 2 00 � a a M O x � � j CZI 0 O F ry > W ry w F \lip ry Q O� z 0 6/4/2020 Y DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W I� W Q a _j J_ O ;>_LL J m � W o a w z Q O W C) O O 2 O JOB NO. 40919 SHEET NO. C8.02 L \ \ \ \ \ \ \ H U W 10' vC U K = 2.00 A.D. = 4.95% 1-- Z PVI ELEV = 442.48 - PVI STA = 10+27.99 o LOW POINT STA = 10+27.04 Z o LOW POINT ELEV = 442.54 O + BVCS = 10+23.04 fV BVCE = 442.58 IEVCE O Q EVCS = 10+32.94 4R5 = C/3 = 442.62 27' VC K = 30.00 A.D. = 0.92% PVI ELEV = 446.08 PVI STA= 11+50 LOW POINT STA = 11+36.26 LOW POINT ELEV = 445.67 BVCS = 11+36.26 BVCE = 445.67 Q EVCS = 11+63.74 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 °n° PVI ELEV = 458.54 _j M A.D. _ -5.83% W + K=13.00 �Q �76'VC�LO N + Lr) 00'I N 11 ARS M n N ci r-- "'LO U) (D - (D U) M O + U) n ao LO (n � It WM M 00 W((DD WO (D W � (D WN + n II V II r II W + 0) W + W + W + W + II II � U)W F N 1-N 1-N 1-- M 1-m W > Q U U 460 - r - r - r- r- r U 460 x~ X~X~ > > Qln W W > 00 (n = 00 = cn 00 cn 00 (1)0o cn \ PIPE 1, o 6 DEFLECTION, TYP. "CID-1 3 455 Q 455 O EXISTING PROPOSED / o GRADE GRADE > 8 110 M N. O O o -- _ \ 3' - M / \ 450 C) / 450 O / \ r II / PIPE \ 1.4' Q W DEFLECTION, SANITARY U j I j / NP' \ / 8" CLASS 52 DIP STORM PIPE 34-33A 445 > > / D-1 3' / / STORM PIPE 225 WATER LINE PIPE 417A 445 Z 9 / 31 STORM PIPE 223A SANITARY SEWER 1.2' LATERAL, DEPTH 440 CD-2 T 1.3' Wco APPROXIMATE 440 WOWO W00 WM WO WO WO W(D U°2 UNUN U� U� U� UN U`q U(? STORM �� �C) cy) �� �� �m �(D �0 �LO PIPE 221 w + w + w + w + lY + lY + w + 0� + + W WNWN WN WM WM Wm W(n W V 435 STORM (n cn � (n (n � U U (n � (n � U) 435 PIPE 215 W� W W W W� W I-- W� W� W1-- � w w 00 cn I.- F F F F F 1.- H I-cn SANITARY PIPE 9A-9 430 430 I\ p CO O N 7 0 O V lf) of [I 7 LLo N� M. O v� v� �� �� v°o 40) vim' LO �� m� 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 1012612020 \` 1r;Sj01� m E 0 o N � N C > E v E W w w 3 ¢ LL 0 3 U. W 0 N j V oMo Z w - ui O co rn 0 W N � w d 30 =x U) oa " =;r w i C N > O Z O w w ~ rn wM � 00 o w 2 2 00 � a a O x � � 0 0 O F � N HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 • UG 0%,� -� -1 fv \I �� \ \ \ \ UG / a 1\ l \ \ 7e s \ \ s 1 I a > W O r 1�0 �V ¢ O z 61412020 O 1 I I I .,.f: ;.?: '.;. as �,., ..... d.•. .... �..... ✓ . \ \ \ \ \ '.' I:'ii' oo, ;.i::'. I \ \ 1 \ \ \ \ \ \ \ \ \ \ 1 `I 1 1 1 1 \ \ \ \ \ \ \ \\\� ' , \\ \ \\ I I I I I I .. i;.•..;.•'.i• .. t..... 4.1 459 I I I I I '•r•'}.:�`a'..::' I I ..: .._.'..`.: .,, -, ., :: \ . \ \ 460 00 I 1 \ \ \ I I \ \ \\ \ \ \` \ \� \� \\ \ \ \ \ \ � \ \\ \\ I \ 459 I I \ \ \ \ \ \ \ \ \ \ 1 I I`:'�' I I I I ° Ic \o I I I I I I I I I I I I I I I I I I I I I I I I • i`".: .'..,. : ... .:.';. •.. .:..-., '..'•::. � L� % ., x,'...'.: �: � ...:,.�.: \•'.... \. ? ..,. °.....,,,. / / I I I I I I I I I I I I I I I 1 I I I olop 'I'• 11 44 5 .1 �1 o / sr I r? Q � \ \ o •. l l / / l/ l / l I I 1 I I ( I r I I I I // / � // / /, , / /r _ o/ sr o� CARDINAL LANE s + l I I 1 / / / , / S SA o' �. a \ / / I I I / / /�I/ // / //// i 1y/ I a4oj�\ o .:.. •� • •,: •.` :.:..:. ,' ',.....� . .:"� c Q58 / l l I / / / l 1l l l I 1 I I I l I l / / / / /, r / - - - - - o I \.,,\ \ \ \:456. \ ° v 444 4q5 / \ \ _ 4 4` o \ I 44// ` \ - .•455 / /// i/ / / / / / i/ y2 E�� o \ 4 I l / ` \ \ 453 •� r v l l I l / // 443 �- I \ \ \ \\ 4' \ •\ / / / l l l l� l l / / // ///// /i//// // / �/ ////// 3 \•• \ \ ��/ 442 �J T -- c- � - - \--c _ -- ::453.'' \\ � v' / // / / //// /// / //// //////// // / // //, 9 � Q. :{I:f:':ri::':i!''j..t'.!{..r%':i.'.:':':6: :':'�.'i:''''�':':':::`.;' ` ':(':'r;y:"'.. �•.........'.....: .....r. ...,:.:"...: .....:.....: .. '.:'.•: / / /� / / .2 / / / / / k p / Q 1 / o/ o// 1395• Li I / `r/- ° \ \ \ _ - - � I ` I I I / >, \ \ O - \ _ ' • ^ � �' `9 '':_,:'.. � l / / / / / l IIII I I I I I I I I' I I I I I / /� / // - / dd • \. � _ � '_Q 3r IIII / I I I I I / / / I / / \ \ \•..,,\. ' Sx j. \ / / / / / �� , , -Q-- Q+,'. -__/ //// // // / / ' /// / / I I III I I I / of / /,�/� \ \ \ \ .\,.\ s0 \ \ / / / / •� ` •� gyp. P n1 � _ � / r / i // // ///////r/, i lr / / / / I 1 I 1 1 / b /� / %`\ I /� //j , DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (LU V 1� I LU '^ Q vJ LLJ a L J_ 0 0 J m � W o a w z Q C) O LLJ C) 0 0 2 O JOB NO. 40919 SHEET NO. C8.03 L HORIZON DRIVE - INTERSECTION STA 10+00.00 U W U x W 1-- z 465 .: o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 1� M U) O (D N 00 M W 'i It + CO � LD Lo Lo II _ C7Qa0QC7Q Q x W J cc) UboU00U U W 465 • Q = J I- U P > > 0- a 0 + LL Q W + DIPE EFLECTION, N 06 z U TYP. W Ix W Q 460 = _ z 460 LLj W + STUB OUT FOR / FUTURE PHASES 2 W 3.0' X� 455 06 0 00 co 455 / c\1 o m c o 1.3 STORM W Mo to LLI N / PIPE 419 LLJ c+\1 c+\1 � c+\I PROPOSED aL 450 GRADE CD-1 450 H _ H X H W U boUbOU / + / SANITARY SEINER °° 9$ I / LATERAL, DE TH X oo / APPROXIMATE- TYP. 445 M 445 jj co i p > Q 1.8' 8" CLASS 52 DIP o o _ 6 00 U Q / WATER LINE 440 o M U 440 o SANITA Y p / PIPE 33 32A W / (o W MIN. EXISTING / \ GRADE 435 > > 435 oo°�O / SANITARY SEWER / LATERAL, D PTH 430 APPROXIMATE, TYP. 430 / WI- Wr Wr WI- W WN U un un U A U h _rn 11 _�cn _o o _m _ _o + + + + + + / W W W N W N W W M 425 U� U� U� U� U U� 425 F H H H H STORM WU �U WU �U W �U SANITARY PIPE 119 PIPE 6A-6 420 420 415 415 I� � N O N N CO (N m O N m N co (r] I- r . 00 CO C.0 7 Lo � O V CIDW C`M I-. Lo O coO (.0 O (I] i NM N of NM C'1 ("1 (D (fi MIS N MO MN Itv (D M(fi 'ITv N v� 'ITv m 7O It M n (N n� of n� O Lo cD� N cD � cov ItV cov co'ITcov V It It 'IT 'IT 'IT Lo 'IT Lo V Lo V V Lo V V 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST to \`\ " \\``\ `� \\ 1\ \ 0 11\ \ I \\ I I I 1 1 T of 1// \ I \ o It ��\--` 1 \ 0 1 IIII b\ \ \ \ \ 0 ;\\\\\\\4\\`\\\\\\ \\\\ \�N414.7\\\\\\I1\\\I 1\I\- I \\\\\ ;;\\3`°\`\:\\\:\`\ 'X` 11/ 1 r°°If ' \\0 ' '7`I 11 11��\\ \` \\\\\ \\\` \\`\ \ 11// / \\\ \ \\\\\\\ \ \ \\ \\ o\\ \ \IIIII II \ i 0i\ 414/.7 14 \\\\\`\\` II\p111,I, I 'I I III/''' I I I 1 1 I'\,I \III1111,1111111',1',11IQ�111 � /I /J I �'1 , II 11IIIII 1,111 1111,1111 I 101 I i /,' / /,' I/ I1 I',I',' I11111' 11 1 1'4 I/ / / / / li'I'11'1111 1\\I�III�i // / 4152/// d 1 I1111 / x 111I,IIII I I I / f • / / / , / / , l 1 /ll' o / ' ' l I I I • I o /,' // ' llI J ; I I 11 I.•I. I \ I HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 t/" / L � i I NON � '\ 15+00 \ .,wutw Ls��s , yam®LW \.Y¢ /\ 16+00 0 50 PROFILE SCALE TH CLINT W. S F LET Lic. N . 54380 10/26/2020 \` M E 0 o N � N = > E v E w w w 3 ¢ a 3 U. w0 m,�-i ¢ � V oMo Z o - n .. O rn w a 30'x U) oa=� w OUP U-)i =N U > 1O Z O W W ~ = rn wM � 00 o00 w 2 2 00 � a a O W W x In vl (D > j 0 0 O � ry > W ry Lu ry ¢ O� t_t•t•t• 61412020 0 r am 17+00 17+50 I I I I I I I I' III IIII •, I I 1 III I I 11 III I \ \� \ \ \ \\` \ \ \ I 7 el• I I I I till / \\\\ /S� hh / , // / l lII 11 /l/ l ///, l/l / I I\\���\� '•\\`\�\ \ ` \ \ \ i I \ y 1 I V IS I 1 \ \ \ l .. �. s \ =oJ l J / � IV- • 1 it W-111A WE _ FE ♦O . 1 / / / / I 1 / / / I 1 / / 1 / I / / 1 / I I t °/ II I ' o1 I I /o 1 I °I I_ I° I DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W J J H� W Q C/) Lu LLJ 0 ' LL J m Lj- W o a Lu z Q I) o Q� Lu I) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C8.04 \ \ \ \ 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: SEWERDate: Designed by: S. HARVEY HARVEY Checked by: B. STRICKLAND CKLANDSOUTHWOOD Date: 22-Oct-20 SOUTHWOOD REDEVELOPMENT MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS - a 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. ° a W o _- n r o o n � 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 0.203 104.97 8 3.00% 1.26 1.95 6.4 16% 2.2 4A 474.10 3.15 470.95 483.66 9.56 13 12 0.051 4.0 0.203 322.50 8 3.00% 1.26 1.95 6.4 16% 2.2 4A 466.23 9.68 456.56 478.72 12.49 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 14.61 10 9A 0.096 4.0 0.383 360.45 8 1.25% 0.81 1.26 4.1 47% 3.9 3.5 440.60 4.51 436.09 456.09 15.49 1/4 FUTURE DEVELOPMENT 9A 9 0.035 0.131 4.0 0.523 127.44 8 2.00% 1.03 1.59 5.2 51% 4.0 4.6 435.89 2.55 433.34 445.79 9.90 & 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 9 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 9 8 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 430A7 442.30 9.22 8 7 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 428A1 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 42&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 44&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 4A 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 4A 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 4A 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 4A 419.31 0.79 418.52 430.63 11.32 5 4 0.191 4.0 0.765 262.91 8 1.50% 0.89 1.38 4.5 86% 5.7 4A 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 T6 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 T6 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 5 270 1,350 BLOCK 8TOTAL 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 U 1 1 116 1 270 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 I I I I� \ \ - - - - - - - \ - - - - - - - - - - - - - - - I I I 1 I I I _ ----------r------------------- / ti/ J J °- _-- _- - ___-___-_ OLDLYNCHBUR6 - ----- ---- -------�9002 R-STATE -F6 - 7 \ T \\� BLOC o ID -a- \ o //�. \li O / / ^-\ \\ '\\\��\////'BLOC ° /\\\\\\�Rv ° ° BLOCK -1I 10 � ° \ \\ \ \ I \ 1 \ LOCK �O/, /C\�K / 120_\B\ o ° %BI \\- \ AR 0 0 o11 /i °/ Il'lllll io '�;\I I1\0 o _2 ° /I .. i\ o BLOCK II --I R \ ,I = 0 \ I °\�oJ o ° o °o °/°° Oo o 0° ° UT-F O o ooo\ ' o \ ( / / / X / i / _ \\ \ \\ \ \ /\\ \ \ \ \ -/y - 1 I / \ / - \ /O = f SAN - - J \ \ /i� / - \\ \ \ \ \`\\ \ \ -� - - -� / o / /i / - - - \ \\ \ I� \� \ \ \ \ \ - - \k L \ \ \� \ /el�\\/i� 4/ 0/11\00 ` ____=_=__ _ �_�_-_ =4=-�� _ _.•� - \ 1I G/�/�/j/ ///�bJ I1 \-2_.,_� __�--- :'/ /i, 7 ✓ s - - - y 9A I 1 I \ \\ \ \ 61\ I I I I \\\ \\\ _ -� /�\- - / k`� �\ 4 o %o ° / I /o i/�/ I- 10 of /// /1 `p \\ III '//-✓'/' /F� '\�\\ �_'iii \\\\ \ \ \.�� \ -;J\BLOCK 1 / �ti° 41 \ \ i - / ; - s I / II/ \ / /�/( \ \ ` 1 VWHA T(N/DRII{E \ \ `\ \ ��d i _\ \ \ \ \ _ \ \ \ \ \ r- I� J I / \ Ll \ 1 / �'i// /� \ \\ \ \` y/_ ��'/ '�- 'W ,! / % / y I \ 6A di y/ \ \I �II ( / /� I��_ BLOCK3 ' cam.pp--�,� I1I _ 1 \)/ \ ICl/ / / // // ° = \ 6 .B L �' I II� 1` __ `�_ \ ___ ''__/ \ / / / !� (` 11 -Ill 2 ,// / / /� l 1 \ // -� _ / i/i///// \ 1\ \ \\%:=//'/ ////////�"/%r //%/�'/l I \\1 ' / / '( o 1\ / / / /i'P' - / LOCK5 �/ / JI I \\/°\\(,�� U '_ _� _ _ // / \\\\\ I\C -�\ / /i//'�/�'/'//\\/ 1f/l'�� J( II ) O l'' M I Ill I I / / / 9 P . / / - - ' ' tP ,�i��= �1 / /_ - - '/ / / / \ \\ \ /i y / / / /� / /i ii /// // \o I'/l�ll1 (IIII ''//9-\_-/ i'/'� 5 31 '//I�/ /11�/// <'---'-__-_ \I\\\\\\_ - //i/ii/i/i // //1'�/�IIY _ /// _ < / �/ / / / /// I /( /� \P /_ I, / / S �'' \\`_ = FUTURE ___ _- o I l/ll IIII //oP/ i%'/�/ice/�/%///////I/�/ /-_32 J R-_-EJ�SID._`E--_N_ TIA///I L I1'' I o I II /o (! 11 I UNITS oo ///// _ -_---___ / I /�/ //// � / -_� _�/ \`BLOCK 1 / / // ' / _ / / / ///i//i/ i/////ii/i //�//� ���� _ _ /r///ii�"�%/ /i//i/i//i/ ���..-� /( -/ �/ J11 /i/� i/ _ 'i /i///i%� �' j/////i/ //i/i / / / / _ _�- / I F; \ // o BLO /�//ice/ //''i � S�%ii ��`= A-Tyo/�i/G✓//ii 'i/i%/i''�%/�� �i�/////i%i" ��/�� �' � --_--/-o / 1�1'6�1. \\Q / \ ° 0 \ �ko \\�l\ p./�)1/\1° \\ \ II0\\ \ � 1 /Ji/i/j/W9///i\ 33 / /i•C%////i_ ' �/j/ // ',/%/ // //////��j'//��i/ / \\/ /'/i/�/i'/� ' / �a�\%/ \ \. / / BLOCK%/ �ii //// /�/ /I/ Zvi x'// / /I - < /„ / --A �\ \ / /// / / / // 1, V, \� ,I b. \ �_ \ \ \ 1 \ / V /%/////// //j//Ill/%/// /l///�\\l`_ (� V l y \ \,��=�-� \\\�/ \%' // \\ lIl/�\\\\ \\t\ �`\�'> � \\ N f OF BRUCE N. STRICKLAND JR. _Z Lic. No. 056612 a� b 10�221202G0 1SIONAL� N z 0 Im z O d U rn w z Z Z Z Z O W W W W O O O O O O O O W W W W a a a a O O O O V) V) V) V) > > > > W W W W K K K K rn DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T. S (W V H�111 > U) 1--I U) � J a 1 Q W U Fi > J ^ W Lr O Q C) J m W o 2 W LU Q 0 LU O LU L.0 Q O Q O < 2 D (O V / JOB NO. 40919 SHEET NO. C9.2 L -- y , — — \ ` \ ` ` \ �uca PARKING LOTL\ NDSCAPE \ \ ` ` ` ` \\ \ " `\ ` `\ ` ` \ / OTkC SITE AREA, \ \ \ I � a 1 ` JG ` LSbI EA(HPyCHEDK�— --� \ ` \ \ \ \ \ \\ AR_AfFI P— \\ \\ \ \\\\�\ \\ LOT T2 \ \ (2 I < \PARKI 6 s I o s ` \\ /-��,�/_� / b,\ ''b///�\/// // \\Q i, i�i— -/i\ \_ \\ \\'O/'b� i /` b �� \\\ \, _/\ ` -, \`, ` ,/�.\�\/�— \\'�`.\\ � \ \\'/ —�/'\ \ / � s\\b \\, \b' \ \ ` -\-\ \ \\ -\\rn --\\i ' \ \ \ - i-` �•\ \'\ \\ /�, .,�I \` ' I —I \ `II \'\ \_i_\\ \I \a �i_\ \ / \ \\�\- \\ 1 \\ \ \\ I Ip\\i\`\ \\ \ \\V\ `^\ I -1\ \\ \10 \� \\ \ I I\ I\ \x\ \ I I I \ :I- \7x1y�II`-\ .\ `I lxYI 6` ., I / -\. I\ 1 IV\ �\ 1\\ \I\I \\ \ II \ 1 I \` I p\ a�\ I'`\\\`�\I\ o \\_\ �* 'I°x\J 1\�I`\\� -\I \II \ 6 � \\`21I/r\, \\p/ \ I \ \Z\ 1i\\�\ I�•\ \\ I\'1I I.1\�:II`\I I1I I \ �\\1"\2 1\\�\ \1 \I I.\k\0 I1 \'^ 1\V\\ \I \ I\I I \II11I \ 1\ \ 1`\\ r\ \` I \ `\I I\_ II O I `a\1\`,\\ I � - xI \` \ \1 �1L \\\\ II` 1 \` ; \\`` I \ `� I\\ I\\\I I i II\ II�II \ I' ' \ .sI I\ I III I I. 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II- ' I /\-/� \ _\x-- - \_-/,\1 i 1 5l/l / _ ;\- _�\ -_-�'/ - �q/ \ • \—\6/ \-_ _\ _ / S-\\ I 1 `- 1` -b1 1 II 1 \1 1 I l I OCO0•�=z• 7•'c-�o�'ioia a • '• b iE LOT I10 > L?T 9' CION O # 11 d Du E�vr3^ti�d>o�°±ar�i O�z > OTB x kvV 3 0 (n x vaZ(OOOTJJHa,LQ\5ip �L �UZ0dWjw�0NiIW��-/ � >QU00N> 0c p1 > SAN I n O W�ZROW>wOL Qm�0UUnO00�oj £gb OT-1a -LQT.6OTT OT 1A I1-L1$ �ozbtiTj aNTRA�CE ARDE sb n DATa¢¢OZROWwOE 0410612020 , O DRAWN BY R. COSTANZS O DESIGNED BY PLAELD . SHALLENBERG E 50'x p6\\,o\F LOT .LOT 3CHECKED BY CENTRPARK SCALE LOT29 Lyl\3 C0TAB 'LOT LANDSCAPE CALCULATIONS Tree Canopy LO27 Requirement: 15% of Total Site Area LOT 26 W Total Site AreSquare feet LOT Gross Site Area 873,479 Square feet Rec. Areas 40,125 Square feet LCJ 5U MPond Area 0 Square feetLOT 2 /W9 � Wetland Area 0 Square feet 5' LAN P CEMENT�£b Required: 137,041 Square feet -BO�1M®�/%/ ///DARY,IS EII Provided: 402,896 Square feet gRESERVfDYRF��K4Fk Tree Save 269,889 Square feet -L�v�SC'jP-E�,AtCAAYlO�Si/ CanopyBonus 67,472 Square feet '// RMW d Proposed Trees 65,535 Square feet (oCGARDw Street Trees Requirement: I Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage Street Frontage63Linear Feet Q wRequ27Large Shade Trees ired: Provided: 144 Large Shade Trees w Interior Parking Lot Trees LL W Requirement: 1 Large Shade Tree per 10 Parking Spaces wVParking Lot #1 Z) es2UParking SpacwRequired: 2 Large Shade Trees \\ Provided: Large Shade Trees Parking Lot #2 I EST4UE #2LU Parkin Spaces \ \ Required:2 Large Shade Trees \ III I 1 \\\1Provided: 3 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area it shall be Landscaped with Trees and Shrubs \1 I \\\ I IIII� \\ \\� OZp I I \1 I1 �7 Parking Lot #1 Parking Area: Square feet \Required: 283 Square feet 1\\ \\ \ \ Provided: 707 Square feet \ Q) Parking Lot #2 Parkin Area: Square feet WPO BUF\FER, TYP 1T' I \\ Required: 340 Square feet 1 1 'g Provided: 813 Square feet \\ \ \ \ I II 1 \ \ ` \. \\ \ \ 1 \ `\ \ \ ` `\ \ I I I I I Q) v ; JOB No. Screening N \I\ I \ \ i0 15 30 600 N n� 40919 Requirement: Parkin ores consisting of fours acesormoresae O w co SHEET NO. S screened from adjacent residential or rural districts. \ y; Provided: Each parking lot is screened by hedgerow of 35 Viburnum `\ \\\\\ \ ` \ \ \ \ \ \ \ \ ` \ ` _ ,' /// L1.01 L (\\\ III /I --———— — — I \ \ \ / \ I / �x on—' T— ' _" �, \ 1 � —/ ,\ill �-_-___, ,� - _ — � J -- — �\\ \\ \\ \\ / �\/ \ I � \\ %� \\ \I \ I` �• l '\I I /' \I\ �q 3 pp� l I I r\��don T—� -- —29'i _' \ `\ `\ LY� / I I \ I I \ \ / \ \ \ ` \ `• /—d`Jn ,`\\ \\ \ /� \ I II I\10�� /\ \ \\ \ \\ \\ \ \ \ J �• / / \ I, Y I / r/ I O I 1 II - - - - - - on % vs— — — — — NVS — — — ' ' / \ - / \ - I /) // / 1 - - - \ \ \ \ \ I \ \ \ \ \ \\ I . BITTERNUT LAN —NVS—� _ Lt—— - I - - - - - ------ \ \ I \��0 O \ --- -�—--_ - "------ -_—_-----------PLINEY ROA _ -- 1�n=-==t'Jn �'� =�i-- 10 ' �'� ' 'r --_------�_-_____�� — — — — — ---_ -----din___—`�d�Jn-- , sn_— I/ % I 1� \ / % 1' W 1 -- -_-_- - - - - - _ _� - - - _ _ - \ /_ -___� I/ 1 II I I I �� // a. - _ _ - - - - - ' ' V ' M 1 mac/ \�__ (6)/"`P / I \ \ (7jr-QB-- - -- ` \ \('trl\�A\\ \\ \ \ \\ \ \\ I(8)IQPI / / --__ ----- -(5' QB �� �\� ���� < r/8)��== _=`\ I J / I6 CPI I I I I 8 Qq \\: \\\/ O1 I I I I I I I I(� Couo tyf bemarle Con""11 too Plan CheMkt -Tolbe placed on Liss dscape Plana 1 11 11 I\ \\ \\ \\ \ \\ \\ \\ \\ \\\ \ \\ \\ \\ \ \\ ,\ / ,_ \ \-- -- - - - - - -- i / J \ P pecilleauow) (Handbook, pp tlt-281-t 11-297 for complete e 7,he ,llowlna Iran a andl be ah 0 1 Troes to be roved; ® Limits of clearing (ouLvide dripline of trees le be saved): ® Location and type of Protective fenci 0 Gradc changes requiring tree wells I - - - _ - 0Proposed trenching or tmrne68beyonthelimits ofdearin g. - - 2. MarrkillilL - _ - , ' ' / / ' / , ' l 1 / ' 1 I I I I I I 1 1 I I / / \ \ - - _ - _ _ _ - All trees to be saved shall be marked with print or ribbon n a height clearly visible to equipment ro I I - - _ - ' - - - _ - grading begin until the tree marking has been ins I I / I I I I l 0 No W pment operators. f ' / / � / / / / / I I I I � � grads shell EXJSTI NG MIX JJF I I I I parted and approved by a County lnepedm. /Fi"ARqWC70DS A�JD 3. P®te-(T'roansPtr"u`sderiovantio'nonafndmow protection measures shall be reviewed with ecmmetorEVERGREEOS TpREMAO on site. Eauidmr•t Ooention and Mn¢e: Hea ul men vehicular!raffle and storage of construction materials including soil shall not be v'Y eq P t. Permitted within fire dri Iinea of trees to he saved. P • , / / , / / / , , / / , / , / , / / / / / , / / , / / , i Soil Erosion and Stormwater Detention Devic sa , / / / / / / I / / / — _ / ' ' C ® Such devices shall not adverse) affect trees to be saved. / ' / I 1 -EX. OVSR�' EAD- / Y UfiILITY __-- - 6. Flrea: Fires are not permitted within 100 feet of the dri hne of trees to be saved. EXfJVERHEAD ' ' / ' / ' ' / , / / , / / / / - 7. Toxic Materials; p ,UTILITY � / / / , / / / / / / � ' / / / / / , ' / ' / / / / ' , , / / � � ' / - ' � � ' ' � Toxic materials shall not be stored within 100 feet of the dri line of trees to be saved. & Protective Fe¢cin¢: �1N �dHO , ' , , , /' _ _ _ _— / — _ HO Tray to be retained within 40 feet ofit proposed building or grading activity shall be protected by fencing- O / / / / . / / / / / / / / l / HO T / •� %� �-d - and shall be inspected and roved b a County Inspector for to grading or construction. _' _� �HO % / /t— / (' - - - - - - _ \' Fencing shell be in place Pac approved Y b' Pc Pr gr g /,1H0a��/'HO= ,' / / // l / / I 1---- - / / 9. Tree Wells: Wi ien the ground level must be raised within the driphi a of a tree to be saved, a tree well shall be provided and a construction dctarl O ( t \ \ \ \ \ \ - - /� -7- submitted for approval. IQ Tree Walla: Whena�PP level must be lowered within the dripline a tree to be submmitted for saved, a tree wall shall be provided; and a construction detail royal. \ \ - \ \ \ \\ \ \ \ \ \ 1 1 1 1 \ \ \ \ \ \ \ I I I I / 1 / l l ' J / / ' c i� / ' ' / / ,' ' ' 11, Trenching and Tunndine: H B U R © R Q AD 1 I \ \ \ \ \ 1 1 I I I I / / 1 I / , _ / y / jt- = — ? \ ' , ' / I / / ' / / ® When trenching is requited within the limits of clewing, it shall be done as faraway from ibe !Woks of trees as possible. T®eling 1 1 I I \ 1 I 1 / _ / I I I % / ' �f — _ i �� - - _ - - �l \ / / I , ' ' / / / !order a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. OLD LYN (� 1 J o ,_ _ _ — / (PUBLIC) 1 1 1 I I I I I , , / / / �� �T s/ i j/ i /i�%i ,� `.���1�/1 i, , , , '/� 12. Cleanup: I I / / / , / / / /� i ' ' / ' � / , ® Protective fencing shell be the lest items removed during the final cleanup. 13. D•ma[ed Treaa: fertilization or other methods recommended b a tree spec alist ® Damaged 1ree9 shell be fleeted y by pruning, / \ \ \_ /� �' —� —I I I / / / , — / / LOPER S RESPONSIBILITY CONFER WITH THE CONTRACTOR ON TREE CONSERVATION /I11y�� / / / / , , - / NOTE: IT IS THE \' / / / " - / / E.BMP// , — — / /REQUIREMENTS. (DATE OWNER ATUR '-0 A�N to I I I ' ' - , ' / (DATE) 5i1106 Page 1 of 1 I _ , , — — ' /' all CONTRACT PURCHASER SIGNATURE \\`\ \A(I\O�MTN SUBDIVISION MOSBY MTN SUBDIVISION I O 0 20 40 80 o \ ` J / 1 • • • • O U) z �J �I� z O a � � � O O U in w 0 LZIr W _ in EEOO LU 0 000a INWWI W000 U W W W W � iy iy tY rn � DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY SCALE V=40' JOB NO. 40919 SHEET NO. L1.02 L / Y \ \ \ \ \ / \ — \ \ \ \ P� LOT T2 FG I _ / /P 1NG LO , ' \\jARKIN(�L07 I \ \ \ CONaQ #3 'CONDO #4\ \ 0 I \ (4) HP cA ` 1 \ \ \ \ \ \ \ \ \ \ \ 1 1 \ \ \ 1 \ \ \ _.(5) (3)CFON u _ (2)CF PICNIC\ \ \ \� \ L T \ \ \ 11\\\\\ \\\1\11 mE LOIT 1 ,i I I / / \ \ \ c� , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 1 1 N vi _ 39 IV-LH 40 IV-LH . �V LOT 10 I Ia °°,::r:.r:.. •� •I. \ \ \ \ \ \ \ \ �\ \\ \ \\ \ \\ ` ~ V w 3 � -' � , I I ':il:r :• �r<: LL IA \O I I I I I I I I I I \ (5 V\\\\\ ¢ U m z 2 2 / 1 I ,�".R Yfi \ \ _ -\ .i\iir \ >N / I I I I I 1 I I .� \ \ w — w W ' /`� 10 ::::\....::. i \" LM t Z ✓ (1 FM \ \ a>oN F F ...r?..,::.. N. QP �s LC�T 9 + w �, e. (9) FG lie v v / T I LON O #1' I cn cn = 3ovx m ¢¢ s :Lu ::::::.: I a v 1 1 CA ::... , r 10 CA O In a- N us us (2) QB '/ �i OT 8 _ ( ) :: •.. •.::::;:::.{.: �.::::.:... \ . \ �, / TR I TO / I u > o w w \ \ I 1 I 1 1 ° .:. - --- --- - - ---- \- _ \ ` \ I I I I ' I ; , ~ c '�^ O O O ---- - / ---_ - -_ . . 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(17) IV-WR// • DESIGNED BY \ f:•:•:•:•:.:.: V / \ \ - / - - - l / / / l 1 / • SHALLENBERGE • / \ \ \ \ \ ' } �4.: :f?c:�iiii.�.'.�.\;.�.�.�... .....`..ii.i . \ "Y .. \ - � � h / / / l I 1 CHECKED BY (1) CF � \ \ \ ` \ \ \ \� � \ (16) VD-C PLA_ : fE D........................... \ \ b i0\ / r -_- - _ \ - _ - - l l / / / / / l r I I 1 1 • L \- ` \ \ \ \ \ ` `\ ` \ \ °` ' \ \ ' --- -\: :::-:(..}j:.»•:':': ,>..::•:•:•»....: '.': <.:. \ \ \ \\ --_-- ____ l > .SOT 31 - _ c� / / / / , / / / / / / (3) AS 1 I I I SCALE \ ` \ \ \ \ ` `� \ � - - ...::G:�l�l�' 1" = 30' // 11 \ \ Q \ \ \ \ \ \ \ \ \ y (4) CF -_ (2) AS.: .-.-. '>::- ::::: \ / (3) AR \ a LOT 29 2 F \ \\\ \ �i �\ \ \ ` \` \ . \` w\\ \ \ M = g (6) CF(5) QB � �`- _ _ _ _ s _ _ _ / • , / / / / / /�' , / /, / li LJJ \\SEE LAR�iEMEN� ® \ \ '/ LOT 27 EXISTING TREES TO REMAIN GB BETWEEN OLD LYNCHBURG ROAD \ \ \ � COT 4 \ \ / / / / _ \ AND THE PROPOSED TRAIL,\`\ ` ` / c _ - BUFFER. SUPPLEMENT BARE AREAS, \ ` \ \ \ \ ` \ / / / 1 OT 2 \ r 1 _ /W'P�9-BTIFFERTYP INCLUDING REGRADED AREAS, \ \I \\ \ \ ' - _ \ \ � /. • \ I / - - - _ - _ / / d�c WITH A MIX OF EVERGREEN AND \ \ \ \ DECIDUOUS TREES. \ \ \ \ _ \ () \ \ \ \ 9£q Lu O\`\ \ `\ \ > qZ �^ \-� \\ \�-•,I 5/�- / �_ -- = j i%j//////////I I ` `a _ J a a Lu \\\i-- -- -- - `\`\\\\ \\o\\ \ \�'\ / \\\\ \ \ \\ �\-- _ _ •\y._ :jC.. / \ \ 1 / \ \ 3p lti5 - --___==�'/ /,/,/,///////I I I'I I I m -- ----- - -- - --- --\ \\ \ d' LJJ 1-1 S�zE �NLA�G�i\�1ENT w \ \ PNSHgT�L1.�4 \ \ \ -\- _ -�_ \ ` \ \ \ \ I I J - / � I I \ \ \ / / / / / I I I Z 0 a - Legend - Groundcover i Grass Juncus effusus a ESIOUE#2 y \ (J E) � Hemerocallis fulva Rhus aromatica I 1 \ ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT ® (HF) 'Gro-Low' (RA) I 1 1 I / -\ \ \ \ • \ _ _ \ /► / , / ` I I `� \ o \ \ DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE g o1\ � � ` � �, GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE �, a, v I Liriope muscari Iris sibirica I I \ , \ s - _ — _ - - _ \ — 1 11\ \ \ \\\\�.- \ ��" \ Szq \ \ PEDESTRIANS, TYP. _ _ _ _ _ \ \ \\ \ 11 I III I, `/ / / / - o 3 ` (LM) (IS) h \ \ II I I / / / ` \ I I I I I \ II \\ " \ \\ \\ \ \\ \\ \\ \ `\ \\ \ \`� I\ ------_ _ \ `\\\ \ \\\\\\\\\11\\\\\\\ \\\\1I111III I1� \ 111\ 1 1 Q) a O Perennial garden ■ ro Amsonia \ I \ \ \ \ \ (PG) tabernaemontana \ I I I I ' ` / \ `\ \ \\ \ \ \\\\ I' \ AT I \ \ \ \ \ \ \ \ 1 \ \ \\ 1 a \ \ \ ` ` \ ` \ \\\ \\ �-' z Panicum vir atum 1 s 3 g \\ \ \\1 \ / \ I \ \ \ \ \ \ \ \ \ 1 1 \ \ `\ \ \ \ \ \ I I \ \ \ \ \ \ \ \ ' 'Cape Breeze PV-CB =\ \ I I I 1 \ \ \ \ \ \ ` ,'"\ •• \•.'. \J\ \ \ \ \ \ \ 1 \ \ \ \ \ \ _ \ \ ` \ \ 1 \ 1 I 1 I 11 \ \\ \ o p ( ) p \\ \ 4 \ 1 \\ \ \ \\ \ \ 1 II 1 I \1 \ \\ \\ \\1 1 1 / in JOB NO. \ \\`\\\ WPO BUFFER, TYP \ \ 1 1 \\\ \ \\ \ \ \ \ \\ \ I \ \ \II 111 111111\11\\\\\\\\ \\\\\\IIII j1111 11 I =/ �l.J \ 1 I \ \ \ '* "» \ \ \ \ I 1 \�.\ \\ I I I I \\ � \ � \. \ \ \ \ ` \ 1 \ �� � \ \ 1 11 III \11\\\\ \\ \1 / I T, U \ Panicum Vlrgatum \ \ I I \\ \ \\ \ \ ; , \ \ �\ \ \ \ \ \ 1 \ N\ \ \ \ \ \ - _ \ \ \ \ \ `\ \ I 1 \ \ 1 I 11 11 11 \ �1 \ \\ \ \\\ \\`\11111111 /, , /I , N 40919 Shenandoah \I \ \ I \ \ *" \ \ \ \ \ \ I \ "o °° \ \ \I \ \ \ \\ .\I\ I I I \\ \ ` \\ \ \ \ \\ \\ \I 1\ \ \ \ \ \ \ \ \ \ \ , / / / / I / / 11 1 I \ \ it I l i I / 1 SHEET NO. \` 1 \ \ \\ ` \ `\ -� \\ ` ` \\ ` ` /// L1.03 L PLANT SCHEDULE QTY. I SYMBOL IScientific Name Common Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 17 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 6,749 25 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 4,875 7 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 98 17 PA Platanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 4,318 39 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 11,661 26 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,620 13 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,161 SITE TREES 17 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 2,210 2 AR Acer rubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 794 4 AS Acer saccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 780 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CIF Corpus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyrocifluo 'Ward' Sweetgum 2" Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS Nysso sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 20 PA Platanus acerifolio'Bloodgood' London Planetree 2" Cal. As Shown B&B Matched specimens 368 7,360 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 65,535 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 226 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 37 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 17 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 97 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 29 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva 8091 LM Liriope muscari 'Big Blue' 1700 PG Perennial garden 90 Pv-CB Panicum virgatum 'Cape Breeze' 448 Pv-S Panicum virgatum'Shenandoah' 210 JE Juncus effusus 40 RA Rhusaromatica'Gro-Low' 97 is Iris Sibirica 83 AT Amsonia tabernaemontana Orange Daylily 24" O.C. Bulbs Big Blue Lilyturf 1 Qt 12" O.C. 12" O.C. Switchgrass 1 Qt 24" O.C. Cont. Switchgrass 1 Qt 30" O.C. Cont. Soft rush 1 Qt 12" O.C. Cont. Gro-Low Sumac 1 Gal. 36" O.C. Cont. Siberian Iris 1 Qt 18" O.C. Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) Liriope muscari (LM) `I Perennial garden x (PG) Juncus effusus (JE) Rhus aromatica 'Gro-Low' (RA) Iris Sibirica (IS) Amsonia tabernaemontana (AT) e'T/\I \ I\A/ A Tr /� A nP r\ I P I A A 1 T 1 A I 1� P I A 1 JCALE : I'' = I U 0 (6) CO / (2) TO L / (3) CO / I INNER! 161100-Re-1 O�O,O ®�I �r FA / -------------------------------------------------------- —�- _I Y_J---- (226) CS -------- (1)AR (13)CO--------- - - - - -- - _... --- --- ----- ----- 9a,W�114w orC?ho`�V��d!O`?r!0��..��`0000`OoV 8v6'�+6.w.�wvp.olavar►Q.l�'�OOOOv0000000� (3) TO — 51 InM�ed' _ k71P�`c� , / ' /' / gmrii'N`)�' � �'^rym � — — — �jh1 e• ry'"M— is I (3) QN / _ _ — — — — — — / ,(3)TD� (2)AR I -- (4)TD--- - - - - -- 2 (15)VD-A ----- I" 0 10 20 40 — J �B10-FILTER PLANTING PLANFILTER PLANTING PLAN L1.04 / SCALE: 1" = 20' M E O N OV N C >E w vE LU a a o 3 t O L M Qa U m J —Lr; W O N v ga 0 � LL XE I n = N N = U > a rn y N a` M v OJ J vi 0 0 c� 0 0 x 0 w w V a Z 0 in of 0 0 a D Z ww 0 a O O � U U U w 0 0 W W LU o 0 0 0 0000 wwww aaaa W000 » » wwww rn � DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY 1SCALE AS SHOW %J T--1 LU r/ J J Z I W z > -i 7� QZ Q 0 W a w a > o �p W Z 0 LU U C 0 0 0 Cab b c � O V � N � N 4—i 9 4-J s v Q) _ Q) L Y N w V , t � V s_ s+ ro Q)<ui» JOB NO. w 40919 5-- w SHEET NO. L1.04 L- 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