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HomeMy WebLinkAboutSDP202100019 Plan - Resubmittal 2021-06-08 (2)I I I I I I I /O 40' 80' _ _ IV I _ _ -------------------- / I _ — / __y______t____ 1 _ _� _ \ I/ // I I 1 I I / / ---------I-----�-------1---- 1 I I I 1 —\� �`> \\ ` \ I \ \ J — �-.{\ \ - \ \ \\\\— /L 1 I I I I I 1_------ I- h---- ---- I 1 \ 1 \ \ I\ �- le \ I -_ L----L-- I 1 \ \ _ _ v. \ \ _— ---_ \ i_-l______________.� a \ O O 1 r ___________ ---- I \ OLD L CH _ RG f8_ AD \ I I / I----- \ 1 I I I \ 1 1 a---------__---T__ O \ - t - - \ \\ + --�--- - \ STAFE ROUTE 637 \ - - I---�---- -Z- \ \ \ ` \----- 1-----1-- ----�----------------r i-- t-----�---- \------- ------------- ------ \ - 1 +00- +50\ \ \\ 1\ \ \ SIGHT DISTANCE LEFT-50 - \ _ -- -- > + �2�0_ 20 50--_-- I \ > 11+00� 11+5 \ \ \ > \ \ _ - - 'SIGHT DISTANCE RIGHT 615' -- + = 21+Hpr \ \ \\ \ \ \ y� -' -�-�� �i�- *L�s ���-�t�.D- \ 'F2+`,ZQ - i- -f +---------\--- -3+50 \ ` +00 \ \ `� > - - � � � - - _ - - > 00�-��-���=art �19♦�-�9�-�5� � � \ \ _ + \ \ - ---- - - \ - -t-- _ 'sl�.����*��-yr-��i�-ram- -��= - \ 1+1�0\ \ - 5+50 - >� r- - -� = - 501 `M- 1 �-�!. " - 'y"' —1h7�� ice` + a. 00 °�a¢$�h, - 485��h$ GP— / OF / / I I (/ I �CD IONP� / / jpNP/ 1 O CHI 0) 510 510 HEIGHT OF OBJECT = 3.5' 505 505 500 - 500 SD ' 615 495 I / 495 EIGHT OF / EYE=3.5' / I I / 490 / EXISTING 490 GRADE 485 485 PROPOSE GRADE 480 / ' 480 / J C, 475 J 475 / EIGHT OF 470 OBJECT = 3.5' 470 / rz 465 465 / / 460 460 455 455 450 450 0 50 PROFILE SCALE CLINT W. 2SI�IFFLET >� �Af Lic. N 54380 4 � : 0 6/8/2021 M E 0 o N � N C > E w v E H- LU w w UM Q tjO 3 p LL w o m 0 W L M Q�-j U00 J00 —u M C7W NV W M 30x oa =LL Ln = N =v>� F Q c Y � N 00 W M tL � � H am O oc E E H DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN I U) z J W > O W J O 2: LU U J W coZ WJ aLL Q > O C) O W/ " _ C) U) O O 2 ,O V 1 JOB NO. 40919 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HICKORY STREET TO OLD LYNCHBURG ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 19+00 20+00 21+00 22+00 SHEET NO. C5.03 \ 1 \1 I III 141G \\ \\ \\III I\1\\ 1 / // /' \ \ ►-S - \ \ HICKORY STREET,'/ pg1 1 \�\\\� \\�\\\� ------ T \ \ \ \ --• 0... - — 0, — W \ \ 491 1t+5p — IA, 1 /GT— UGT— d , W 483 482 \ mom,' 1 I 1 I \ \\ \ \ \NN x ' I\ ` \ \ \ I 4%ful V'rA\1/rI �� s(�IX e\�\\�•l\�j<)� �G -Lkv G \ \ \ \ \ Ty \\ \(C11/ I/ I I , I I 1 ppp I u11lIl �I\ \ \ \ / I I 1 1 \ \ I i I �X v\Q. \\ \\ \\\ \\ \\\ \ JGI II1 I I I' \x\ I l 0 \J NGP��/ \/ ♦ Ip JI_ \ \ I I 1 1 I I GPI I \ J r` / �\ I uuI I \\\ \\�0•r00// �I(D' 1 II \ \ J I i I II II I \ \ qqI \ \ \ I\ \1\. �/ / / / /,4" /\ /`� _I T� I �• I � I / I , ! I I I I III I `III 'I I ql / , /' jUGP� /' ✓ � � / \T/ / \ � \ ��\/ �\ / 6• it 10 -4 SIGHT RIS'�AN( _� 50 �-� -�- ��' l"(\01i \ 1 1 I I I I / // 1 \` ••' � _ �//' -j- \ T I I 11 a \ \ I \ \ \ \ _�UGT 490// 4g0•'•.. -- - /// �\ IIIIIIIII 11, PII 11I 1\ /_�UGT I I 1I ICI UGT V// / / I I I I I G�'� I/ I / SCALEVL30' \ jU i I I 11 II ; r✓ice I `\ \ 0� 30'// so' / 4:Gfil 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 \ IN GRADE \ \ 475 \ 475 \ 470 470 465 465 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 16+00 0 50 PROFILE SCALE t pLT Ft �tF arc CLINT W. SIj.I.FFLET >� �Af r Lic. N S43de 4� i rJ 61812021 Av�; le M E 0 o N � N C > E v E w Q LL 3 o p LL V 2 Z m - in O rn (L W M 3 0 x u t] Q J LL LU 0 U-)i vry >� Z O Z W x� ~ $ > p nO wM L U 00 O � a M o O x ti C7 � 0 w F o N > LU LU F N a z 0 VI DATE 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN (wI� V J I� U) z W > O ^ w L1 J O LU J U w m Z W LL O L0 O LU z 0� 0C O 0 T� i O U) JOB NO. 40919 SHEET NO. C5.04 L M. 11=ANWA c i •J'i�� �..r�`@��d�rG�\ �•' BOO`" - =���� 1��`�' �!•7I� �. �F.+•• � r i • r.o_ . �' / w WE r. , IA d e-- 0 :� ,���� y� �� _ram /. • .1� / 'r • 1�� ` I�dlI:' �IaIIF��11"`�•f�v��� ' _ 1- A • c -/ILS �i 1� I/ +.�I 1 � - � ' ���soc�`��■"`.,r�ut,:�1��u—�� - _ ���± vo ��� _ - mom r �� �— r �� � ate.-1,� � °� �110�11',�t \'w ��:. ., a i� I� 7 ;�� � IA/ � � �■ vehm6s" �5��� � W �._, 1 :+_�� ��i1 \_►7=�►—-"'�� r�—�-�. . � / �i I�?eal II � �r :Pe �Iii1Q /1'�` 1�'— ��fiTjA„ �. ' • cFAIN IM ' � /4 L1`!l 6iYl�l!!� ,.^� •pi� y • 1_ -' ra E�i:� — 17 P._ . /� • ';♦'�►i«i«i«««♦«♦i�«�ii♦ice r�/ '�O, %�w-^, . , ' � i-; ��;� I � 1 � � '. `�7,. `- - . ►►= '� " �� �'`� ' �/ I �> w♦«♦«♦♦w♦iw♦♦O gm ww• l�� _ �_ a00U♦ ♦ ♦♦ j �� � � ��►� � - '' • � � Imo' � � aayi ' i�Q♦♦♦♦♦♦♦♦A♦♦♦♦♦♦♦A♦�-� Ali iiiiro r • I' `�, ��, ;;•a�' �A�♦♦♦�`�j♦AS♦♦�♦♦♦♦�Qt� r �� �� '. ,, . �/ �/ - - ♦♦♦♦owi♦♦♦♦� a ��/ 4 �4T ��� , .,OI �.a�� ��n '' ♦,♦w�p♦ �/ I,. �L►/lr, .�.�!'�_ _a... �i filll •/�I11► A.rOt._M'.� ►sf�,,_ e�. .�..���i®_����1>•� , W 1J1�� 11 I U) z W I > O ^ w L1 J O L LU U J w coZ WJ Q Q LU O L0 U) z c) O LU C O O 2 O JOB NO. 9+50 10+00 16+00 9+5++00 40919 CARDINAL HILL LANE TO HORIZON ROAD SIGHT DISTANCE PROFILE WARDELL CREST TO HORIZON ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET NO. VERT SCALE: 1"=5 VERT SCALE: 1"=5 C5.05 460 460 HEIGHT OF OBJECT = 3.5' 455 455 i / 450 EIGHT OBJECT OF = 3.5' HEIGHT OF EYE = 3.5' OR Za/ / 450 / 445 — — — PROPOSED 445 / GRADE \ / 440 440 / ISTING \ / GRADE 435 435 430 430 425 425 ROFILE SCAL 420 420 455 455 450 450 HEIGHT OF EIGHT OF OBJECT = 3.5' OBJECT = 3.5' 445 445 SDL - 3 ' TO ENE OF NEW HORIZC N DRIVE _ 440 EIGHT OF EYE=3.5' SDR 2g0 / 440 i _ PROPOSED GRADE 435 435 EXISTI G / GRADE 430 430 / / 425 425 i 420 1 420 5 ROFILE SCALE 415 415 L \ m 1 �ov 440 /I so CLINT W. i-O. �' \ \ ,./ / p.;:;'.;`:. I 1 \ \\ \••• 1 1 1 , / //� / 1 /�, /r _ _ - / / _ - ////// i^= __ \\\ \\\\ \\\\ \\\\ `\ \ _ \ U7Sr.FFLLT Y LiC.N .S13de 4� 6/8/2021 ALE 1"=40' ' 1 y � \I to I \ \ \ \ \�: :. ,�h�:.. \ \ _ • b.. ::� 'I:.. I 1 \ 1 1 1 / / / / . - _ - - _ - - — ' \ \ 1 \ \ Q9 1 I S90 \0 40'SAL �i G � I \ • '; \ _ \ d / CP E Lu LL Lu I I / ° .v \ \•\• 1 I I ' / \\ \- \ \ •1 1 \ A \ _d}Z / _ _ _' _ 'i _' _ �' _ -- -_- \ \ ��\ \\\ 4�` `�\` \` \\\\ \ zF,v,� '"a' 4�I I I _1—Ip: '•\ I 1 / \ \ 1 1 \ \ \ \ Ste\ - ,'-- --i �� _' -_ _ _/ -oi -- -_ - \ �`\ \ \ \ S \ \� \ \ \ \\\ �i0tnx U) I first I I F': b'�.: `l _ - - - _ - I \ \ \ \ O \\\ Z NNI En \ \ SO \ \ o I ./1. I ''Y.. a , — i t5c i / i — ' — O •:'`:.. rn � l T v 00 o w - \ 2 4 \ /- `b• 0'__'��jy11. T '>,:: -co:' ••/ '':',:ri:: �� -`ry' .<o..?.: \ •cj� \ \ \ \ H- _ _ _ _ / _ - - _ _ SIGH bISTAN L�Ff - 192� /, / /, O � <? I `. � D^• I / � / / / /, / / / / � •. `� b a`'. � cp '-1 .'y^., ���••c �'.' �';.. �; :'` / //'� � / "� .. ",: ��• � / hW I � ;•�p9•::.�':''' „•� / / I 0 • •� •:: GG iv /, / / / / / / � / / / / / / / / / / � F; ::.: a : \. • . "•ab- a .: .. ,v... :. <'tt' 452 5p / , � r l r JGP Lu l� 07 / / / // / / / / / / / / / / / / � I I I I � �\ \ \ \ \ \ \ �-- � /.4q'S / / -___ Q/ r:•:�k61;'�,; //'• / / / ':`spa / / � •� �/ / � 0 � l d' a r4 �71 / / / / / / / / I / /// / / // l/ I I 1 I 1 I 1 1 - - \ \ ` \ \ \ \ _ - . / /-=^'---- / ;;,•,•..r:•:•: / 'r•:•.•:.• s / r / r / l .�• I / � I I 1 1 I _ \ \ \ \ — / Rp i / cv _ .,' / :}'.lC::: �' ' y: / / '.' / / / (_n DATE 436.7 I ' I 1 1 1 1 I I I - \ \ \ \ \ \ \ \ - 5 / X �� 1 ':'.460 ...:::':t r / / / / ..F:'::• 3/18/2021 l l l � / / / / / / / / / I I I I 1 1 \ \ I 1 1 1 I I I \ \ \\ \ \ � / / �- / •. / / / ;:. // 445°:: •� l l l / / / / / // / // / / 1 I I I I 1 \ 1 1 1 1 1 I / _ _ \ \ \ \ \ \ \ - i % �i / / , / / �/� I .✓/ i ,' 2 i , , / / / / / Y DRAWN BY / / / I I I \ � \ \ 1 I 35 \ _ , - - � � I\ \/ � / ,'.',,• h: cD. / C. GAYNER / I \ 1 � 1 1 43p � � . ' � r U •'f :..a: h �,�;: °i;•. ; / / , / � / 44, / / I I \ \ \ \ 1 \ _ _ — _ i i / / _ _ _ .•.. /h'N�r.'•.' DESIGNED BY � I I I \ \ \ \ \ \ \ 1 1 1 1 458:,...,.,., ;' / / r � r � ::: h,.;h.::,•;.� •• � / r /• ��.AA'::•.:. / i : ...Y�::• / \ \ \ \ \ 420 / / R / / ':'::•f: ':' C. SHIFFLE7T / I 1 \ � — — — — __ — — _ — _ — � — +—•'::: :r •� I /5 �•.. / / '.'..1.. ', './, / �.�2 CHECKED BY / /SCALE'=40' I I I I 1 \ \ \ 1 1 , ` \ \ \\ \�\\ \\ \\\\\\ / / �- `� \ \ _-- -- -- _ _--' • / / /::::'!:•'%:': • lI / 45 // // r / f:::'';. \ + • C.SHIFFLETT 447 f::: / 4I'0 iI II I1II \_�/-qrv''�- __ ____--_- =- y_-- _�I_��_ _ -_-'' _'/l��^�'✓•_- J - - - - ••rlil,/ //I/ // //:/:�r�:r:;::'::::�:.�: 'i:: i./III I.Fi.:.:!::�::..�e�� \• SCALE ARS AM HEIGHT OF OBJECT - 3.5' 460 460 455 / / / / 455 / 28p / 450 5�R PROPOSED 450 /GRADE / 445 445 HEIGHT OF /0N OBJECT = 3.5' / 440 440 OR\ZONQRN so\, 435 435 EXISTING \ / / GRADE \ / 430 / 430 / 425 / 425 420 420 9+50 10+00 11+00 12+00 13+00 14+00 15+00 FUTURE ROAD TO WARDELL CREST SIGHT DISTANCE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 16+00 0 50 PROFILE SCALE AR0 ARO 475 475 EIGHT OF 470 OBJECT = 3.5' 470 HEIGHT OF 465 EYE = 3.5' 465 T 460 460 \ PROPOSED GRADE 455 455 EXISTING GRADE 450 450 445 445 440 440 435 435 9+50 10+00 11+00 12+00 CARDINAL HILL LANE TO WARDELL CREST SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE AS SHOWN uj V J I --I I w z W > O ^ w L1 J O Lu U J w coZ W Q Q LU O L0 c) O Lu C O O 2 O U) JOB NO. 40919 SHEET NO. C5.06 L 7pI1♦•��\�'�. 7�1� LAW- CLINT W. OINK SJUFFLET , Well 61812021 SF i. ••r Irr..•Ir11rr r• i { 1 ULM••• 1j• '•••••�• '��d� ', � �� � Iri��Vprpr�•�4p�pr � , •' r-- .�- — --''C7/^�i A rlrr11p11p•r111 rIr• ����,''Y . �UGP— !Wl awl TAW, SCALE I =40p p 4r •11 1� \ � � o d•.. .,, _ 0��►, _� �� w���, �I .ice+ a15 WIN MMto `�� �� ��%e.ww�►a����►i�a�®,,; /� Vw / l,�;� fit; 1`I �/ \��,�1 �_ ;�� ,. � ��,��� �1 ��,AII �li���l��1�Lt�a��■�II�/I��Ia� ��� � � � � /�� �i�,�� �_� =b0 _ 1��� �FEW�� `�'6119�l6� 6�11�e� ifll�®�i �. � ,{ �,�A� .. ���,� �� .i � � � �� � • .�� ���. • � � �� 1� `� I ��o U,00 -.. wm w. — • m r �I WMlY.W51IIIIIIIIIIImlA] M W WA1M WI��C —� 1 . . agm , - ��� #_�_7R - III ,- � � ( � � /. —�' i� ♦ 'r�►�`=�� \ , • 1,►�,1► - - —•,d �_ L..�a �efJi�f`�ie•av�iAii�, _� � ' , `�.-_':� �'-: 11 1 �� , � $'e. � IBM � ��1�/% � r ®�I I, � uuuii �_ �%�t����11�_ � iuiiiiu JJi� ��, it I�� i ® A B'�► � \�ii -•;��� ��'�� I _�• :,'� �. !�I ,.\ M \ . r/ I` • �' �, � � 1fy ,, �I p1{i� � �� l �{' ��JIy !♦ , ` a� 1T _ •� � � 1 � 1.2 ] i.' �1.� ;f �•I �- ' � IIIY � ` � �/ `F7i � � / � - _ � `Y - ' I1� �-�DATE �� 1 � s �� -ems j�� ., a— -.� =�� i :.III � .�■� �— _— '."�i� - � ; a�'! � •• �i �� �� ¢i f ,4 ��" �►1�,I�\" . '• lac � _ • �.,�.'� �/��'Si��;� '� � � M I �� � ' � � ��� ���' �f1�9 � f '• � ; .'� � � �' 311812021 •p •r1 rrr• pr �r• Ir, ! '{� �- ,�' � � �'•$ ���'� ' � � , .1 rllo'' �~ l �� 11. rIr 11 p 1• 11 e� I �- ', \- ; - 11�111 111 IIr••I•Ir11•� ,' '�/' �" I �' ` / mn..w:..�. ���^ _ mw • .ww®• mm , � \ V� DRAWN BY 1I,1 11r 11, i6�+o•+t� r �.mr—���e1�.�I �. _�� T.'=mv� _—air---i J—� n. T �, I �i� - ..e 111 111 •rj •11 1• 11 7 1 / ---�� _1L`GS,_—r- ��— •. 9 �► \�'C. GAYNER a rp, „I••i1,1 ••Irrllrle ��, i `,�;` 7/ 1�. i' c `!\ rrr: •.. O 16 `•. •• e DESIGNED BY ► ��� ll C. SHIFFLETT IT II�`4r1 r prNrlr••i �� '1 "� v ;�� ��' ��.1�.�� ..� ���► ; �� / �� yak CHECKED BY �,� ► ��.SCALE fASSHOWN \��'A�0���0e{_�s�<���`.����Pirf�1��1—=e��2.. HEIGHT OF 465 OBJECT = 3.5' 465 EIGHT OF EYE = 3.5' SDR - 123' 460 — 460 EIGHT OF i OBJECT=3.5'' / / 455 PROPOSED 455 2 GRADE so 450 445 445 \ / \ EXISTING — GRADE 440 440 r-HEIGHT OF OBJECT = 3.5' 460 460 \ 455 455 \SO\ HEIGHT OF EYE 3.5' HEIGHT OF 450 OBJECT =3.5' 450 / \ / \ 445 i 445 EXISTING\ GRADE \ PROPOSED 440 GRADE 440 435 435 EIGHT OF OBJECT = 3.5' z-HEIGHT OF Spy' 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 J H� 0 w z W LL ce � > O ^ w L1 J 0 L LU U J w m Z WJ aQ LL > O L0 c) O LU C O O T � T 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 14+00 14+5 9+50 10+00 11+00 12+00 13+00 13+50 TOWNHOUSE PARKING TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE PRIVATE ALLEY TO CARDINAL HILL LANE SIGHT DISTANCE PROFILE CONDO PARKING TO WARDELL CREST SIGHT DISTANCE PROFILE O HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 5 5 V l JOB NO. 0 0 0 40919 0 50 0 50 0 50 SHEET NO. PROFILE SCALE PROFILE SCALE PROFILE SCALE C5.07 L . ° / /PJ 1 C=______ _ - ---------- ---it 1 1 °_//i�iii'ir//''///ii/// ' �6/% I �i � ! // � 'i 1\\@'ice/jam// ��-��'�-� �11111'�l/ / r/O%/ I Oo�,r/ / �i�';.j/'//l rl ���/'111\111II11\ 1(lllll1�14�//////i llil I I \ 1\ �ll \ - _ r / \ r / // / I / � '\ I-Nr s„ ��, r ,//r \ / ///// / /,///bp-__�. (/fllllll l \� (� _ i"1� \\\\] \\\]�� \ \II )• \ 1\\00]\]�- ---�� , �iira � ` /, _ _ \ \ 1/l�lll I I 1 - 1r 5/\4C I' _ _ - - - ' / l //ii/l _-�i J/ -' , , , % \> I �• �d ; _ J )1 11 I I' s -- . 1 / \ /d 480d ll/IIII/W////�i''a � ���/ /t\\\ \1\ l\ \/•�J� 1i�. - �\III' #264 / / / ] ] _-_- %r\SD�\__i 1,1 1111111111\11IIII'\�:� =ONSITE� ^? I'/,Ill \` ] - L a; - PRE -DEVELOPED l I°cfl I �ll /l/ I' i'- `-�• \\ \� \ _ �' //i _ �?!•�_-- I \1 DRAINAGE AREA r �. // III Ill l I I � \ \ \\ \\\] - ` � I / ) ism �-�_�`% \\\\ \\ \\\\\ \\\ \\ \\ �• // I/� iT,`I 1\\\ \ 1 11j'I I I I \\ ^ \` $ = f III(/� �� III'�II \\ TOTAL: 14.75 AC - - _ 1 u IMPERVIOUS: 0.21 AC / F r/ 1 \\ \\ \\ \\ \ \ I / r \ ) / / I \ I\ A I � � f ! 1' � _ � � �`�'�\\ •ii IfING RWSA 20' TURF- O.00AC !/�l ) ,\ �O�\ \\\\\�\\ \ \I I I / / �� \ 1 1 I p I I/ _ \�� - _ - \ I II \ \ \o\\\�d \\ �J 11 ilcffuNEESMT. ��`\\ `__ WOODS: , / / d! //;�-/)\1\d\\\\\\\\\\\\\\\\\III r\7+��-=�- i71 41I ~!i/ �' I -__ ,___ - \I \\ \ \\ \�\\��ti\ \\yD1.1024 148D. /r / t J II \\ \ \\\\\ \\d / r/. _ - - - _ - - _-- - - I \ I J \` t\ 1\\\ IIII r9 150 TC=6\\ 1 \ \\ \ 1 I p I /i/ o(�\\ �� \ \ * - - f•�i ' '/' /ii/ , //��/ /_ - _�_/ Jr. 1 1 t\t \\\\\\` \\ �'A \ \ �1.///di' 1 ' / - T �- \� \ .j'� \ \ \ \ \ \ I \\ \\ \ 1j11� �I \\/ _ -- - � _� _ _-- '-�-_'---- �I\\ �\\ � �\� . � \ _c\�\ \\�\1 � I '1 / .%-=- tl \ /J ' n \ ` 11 1•I�1 I;I 1,� \`,, � �1�1 _ _ ' /ir�: '/ ' i -- - 4b � � � � \ 9 A t ` I � \ / / / - �` / rb /- _ / \ \ � IIT r/ II \ ,"�"SS��•\\\\ \ ^ I\\h�\ - - - - - - i /,� / /i/ / rr� / / '� - - - - - _ Jyli• . I��-\� \ \�\ I I 1 7 \ _ ��'�' 0� _ 1 \ / (� 1 I /I I 1'l'(% / Q �7 I ^ I / l� /rll��'p�ll Ili \\ \^\\�\X\ \ --- j0--- //o_ 000/.00 O/ l Qfl//I/�///j/////�' 40 �I �J/7 \ \\l} \� y�• i/ �// I%(!//I j// // 'II IIIII I��II1 1II 1II1\11\11\I\�(11�IIIIIII �IIIIdIIll 1lA' aI>1II`�u\��\\- \\ \\Q\\\\�\��\\\\\\\ ` �/ •� � l\ \ \ \ ___ \--_ r �I\�\ \ \ \ \ \ - F �L 1 n�OC �1i7 1 \fie / / // i J / 1 \ \ /! I /!IIII \ _.%-Li�f/� ARLrSs/T'NE�� - �r 1 �f--rl •. ,/� /�iG ' / 1 J \ h\ ll/ / / /f / �x// / \\IIII\\�]��\\\� - \ \� \ I //I 1 l'�\\ '/�I.PI\""f5 \ \ 7 1 1 1 \ 1 / 1./�•\cent 1// //// %•-'/ / -/ 'r /! �/ J l� ' ,���\� _/��A \\\\\\-r_�/'�///� Sj' �'/l//////+� F \ r lJ-�" ll / i //ii'ij�/ice/ \ \\ \�\\]\ \ / r� X / .r, - % //� ��'i_ ) al /i////i/�.�/ fDOi � / i J //-.\ --� i�%�ii�\o\ ��__%%ii4� /i '////�% / /, I 1 _,� ,w!///�✓ �� �\ \\ / / �//y�1\\ i i � j/ / �r / � - i //'� / / /•I lyl�n III � .a / {.`-�>� --_ �\\\ \ ] J ] _ // //l'j�'\\�i���_ii'/9\\\Il\�_��_ O - / / • ' III I l\-?`--= r \\ /A///////% /,// /, _ \1\ \bl // //r'_ /�� //i//lllllll� =-_ \ __�-_ �.i\ir�/i/i// l\r \ II�-�,\\\\\ 1 / / r/r/ / // //// / / �M _\\\\ �II11 !/ I/I 11 //, i r/ I, / ////�il�//��- _/�/i'\\\;s�===�=''�•'/�/ri�ir/ Ill! \ 1� / \_- �'y11111\\�\ I q f ( / U /1 / 1 / l / / I j /, �/ / \\ I 11!/ ! !'/ / I (/ / i 0 ' - rram.''--\_= %/ii J \ I'( I' -' \ \ \ \ pl I r / / \ / / / / 6/ I / -_/J > /i /i // / r I // - rl ! v�\ \ \ ��Q 1 Tlj I \ \\ of 1 1 I I I I I I l f / , // /, / I /i/ / -�`Oa \\ 1 N// li//I , l / // // /i / bg / PRE -DEVELOPED OFFSITE __ g4� -= r // // ///ice // J r J _ ` 1 \ \ �'� . i�( �\ \ _'G+ I 11 1 \_ \ \\ \ \ \ \ 1 I I 1 ,r �r �� I D - b�ii y /v' \\\ \ \ \ \\ \ \ \ ]]\\ \ \\\ \\ \\ \\ \ I\ I I I I I '�/' j%/i„� �711,11111 III// / ///RAINAGE AREA\\]\\�"// ! \\III lI // / / / / /i TOTAL:1.52AC�/ /// ( ///ll liA// / / / / / i�\ ��2'lor.Fy�l 20'15'AIWT Y% / //� �//'®� ] \ \\ �$ �/ /' / '� II'Il //�// �I I II>�I I I I IIII 1 / / I _ - /i�G/✓IMPERVIOUS: .51 AC rURF: ' l I - I I l - \} ]\ � \\ \ \� \ \ \]\�✓ \ 111111 � / �` 1 \� ��, �\�.\ �.\J�Q�'•�BI `11f f f /' J 11/IIII//// �l 111111 I llI WOODS: 1.01 AC ��%i/��\' \o\N\'\\ \\ \ \II\ t\\\� \\� \\\\066�i'llllll/l!/// :111111 II II III //!/II III\\ _-_ /ii/i�� \ \ \ \ \� _ /J ll/ IIII IIIII II I I 1 \ \\ _` _-ir���/.�is//��% I _ �\ \ IIII \ \ \ - �"i / / _ .Ys�° / /i r .r / �r /' >2� \\ ! \\ \ \ \ \\ 1 \\\\\l\\\\\\\\ �� - / l/7 %r /j•/ i///r/ / 1�-�- /' \\ 1 / ` w� ��\ \ 1j1I\\1� Illlt\ \ \\"' //,y//id✓d \\O\�\\\ /ice/� =�_ / l / j�// ii� / // ( �_�` \ / //_ - / -i / � /i / //,/. / �\ ri \ / / /i \\ O / \\� r `// �� r / //r/ / \Cs� \+Z� `\ \\ / \ \ .`� \ \ I r/ / \ - �1C\ `- \ ! �L \ J��'�7', \ \] \ �O 1 'i\l - - \ \ j � \ \ \_ r X \/ / �` \\\ II III LI \ _`Z_ ���ggg O 'I/ PRE -DEVELOPED DRAINAGE AREAS II I 1 111 \47\ \\ t \\\ t \ Z\ �� �\ -0to�\�\` - �\\ - /<//�i/i /r' /'/%//// // /i''�_ 'o ��%_ �� ��_ ��� _ /r J, / �i/�/ j/T\ \t \ �, i >' `- \r \ - •'< , _ \ \\\ �,( / ' %l I l] \\\L\ \\\�\1\\\\I I1\�11 ° \ ° o - ,/,� ! \ I / /-> `/�I pH _ - DRAINAGE AREA 3 / °. I I// / o TOTAL: 7.01 AC �y i DRAINAGE 41MPERVIOUS:4.24AC/i/i/ �/ - _ \ /i'I +(I`ri TOTAL: 0.63AC \\ /jam �' TURF: 2.77AC//'/ j ( 0/ /, I j / IMPERVIOUS: 0.11 AC r j _ _WOODS: O.00 AC l l / I /vp%/ r / / 11Tr/i ril- °°TURF:0.38AC //// r ,__CN=83 I I'I ,// / r I \ I\\ ( \ ! /9 �) . WOODS: 0.14 AC < / I / / - - -Tc \l l l \\ I 1 I I I \ I. \ AOl \ \ I (\ \ \ `Z / Ji 'f ` Y /\ / /'CN=67\�//II III �> �� _ \\ �I\\\\ \ _ \ 1 1 \ \ \ /J' / 7 l• j//i \ I-r��/' . _ r �, r /r \ l /, IIII I �/ - - _ \ \\ \ \ ] \ \ I I I sr _ _� r=�'_ _ _` I I I\ \ ` / [ r /j TC=6.0 � / I I � �a a�� � � ��� � - - \\ I ) I \`90] � - - - ' /�rir////ii/ IT r -� IIIII �'' /i' p\\ ] / Il// llI III / I II \ \-//�// /IIIII/ IIIIIIIIIII II'\i �4 1�9//" \\\\\\\I\1\\11\\ Io \\\ \ \ \ \ / '\/ f �, ''/r/ �'l t > l'I; 'tit(.SI4rj///// /ir4//G r / l ' -I \\ '�p �i �► - -_ - - / ) \ 1 1 I�(r d•,� 1 _f 1 f/ / / I �\l - - \ 1 r-. n. \ \\ pl�l'\ \\\\�\t \\ 11I XII7INGRWSA20' l I. it \ ! /- �� I, I _ \ I I� \\ � I L � �- -I �\_ - � J - - 1 1 \ \� \\\\d \\ \ � TERLINEESMT % II 1 ^ - \ ' \ I \ \ \�ti� \ \\ DIP. 1024 148D. _L \ \\1\ \\ IIII /'79 150 DRAINAGE AREA 5 �/ AREA 1 B TO a\ \I P -i i/9 i °i ' / \ j // w \\\\ k( \ BIO-RETENTION #1(�J1AdEi TOTAL: 0.30 AC ' "� _ '--/� , -y � IMPERVIOUS: 0.06 AC - -- - 1 / i / \\\ \ F - / /_ \� TOTAL: 1.52 AC ,_cam / - 1 TURF: 0.20AC =/� _ �o I y \ IMPERVIOUS: 0.51 AC \I 1 I / _ - - I0- it WOODS: 0.04 AC _ - - - _ / ♦ \ % \ _�\\� o - - - t % - ) \ \ ���' TURF: 0.00 AC \ / - --� \ / ^ \ l/ /l ,- / \\ \ hI I I /III 1 / I p� \\ \,� \\\ CN = 68 _= - _ - _ _ / _ \ WOODS: 1.01 AC \ \ \ -� \� r / //l, / //'lI\ \ / A I Tc=6.0---� -'A eo\\CN=73a 0 C/o/:6.0 �1 III IIII \\`\L \ \I\yI@NIlII IIIfill V /\ \\\\ \\\\\\\ \ ��l / -\�c � 1 2-..�� V6'� HARD ' / ' 'o-'o� /I _ _ ` I / 1 I \ \ -\ ` _� _/ �/'_-%N�. Cc'E�� r-�7 1 \ h ���111ppp]]]((( /.//_ S�hi/ems_ P I _ r 1 / r, of /' / - ///i � �' / / /// _ i/� /JI///�� _c=--_-���/� \,�}.�_�;��//�i�>ij//� // ,/ J/r, �i r /•I - \II/I '�.a /i/i''t.E--'.� �-\�\ \ \\� \\���_ \ / // O/ //,/✓ / / ///////�����_� _ � / l\5 i i / / Y ////,���_�_�__��= �$// Il\\��-�� ��%%i/ /i////rr//// /7/' / / 1 I���1111 / //ii �-_ �\\\\1\�. \P �J z 9' /i\�& L // � ..��i�/ r�ir �/ii//J/ I/-M�ltr r /I/ «i/ti/ �� II�')1\jIIII l\\��r(-_�-`__�-•'��� �\\ \\\\\\ \\11I11I11��.111\( \i\\/�, DRAINAGE AREA IA TO,-�_==_�r%-_ , of'/ �! \ \ w III 1 \ \ }�r`5 __ �_="'>�,/ //ii / / �` // III .v\\ \ \ \lam II \\\ BIO-RETENTION #1 / _ / y� ..\1p\�i),( �\ \ _'Yr� 1 Will; r \ \ \ \1 I TOTAL: 4.48 AC' \]\\� \\\ \\\\\\\\I1�11111 1\ \\' IMPERVIOUS: 268AC \ \ \ \`\ 1 \\ \ TURF: 1.54 AC \Ill ///' ` _ _ ' /i /i/q%ilia! _/ / _03=;�ii'/%�\�� <w \ \ c111rt ////// / / r/r�/y��/iy \b\ \y\ •.\G`, WOODS: 0.26 AC ,1 CN=83 DRAINAGE AREA T i� 2 O�.�. Tc=6.0 / p s = BIO-RETENTION#2 ///'�'f// /'/�J�3'i i r "Y�' / r \I\I \ �\ \ b •\ \ \�_��� '�///// //\ 4►� - Ar ,,/'i//�//�/ /r ♦�_ // / I \\ lam' ` TOTAL: 2.36 AC \\,.�' / p le `��� � /�/ Js� \O\ p\\ \�\ a S//// IMPERVIOUS: 1.37 AC ��//ii'///� I TURF: 0.95 AC /- -S WOODS: 0.04 AC i o \\ _ p \ - _ _ - ,/O ��\�� _ r _ _ Al = - � �� \\ \ ��= \ � _� �__=__ � = id CN = 82 4+� � ��SyY�� �� �=�Y•�-3� -r_-\� 7 /� /ll / - .\ A\ 1 a �a POST -DEVELOPED DRAINAGE AREAS / ,� I \ \ ,\ \\ . l✓/� \ \�i�.,_ \ 1Z `� O b.p to\�NQ\= ' �=ice/� \ I �!` 7✓/i I / �1r; i\ i �' �/• _ /r - \ \-�/ / lI I I 1 ll \ \ \\ \\\ \\\\ \ WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 (ONSITE) AREA = 14.75 ACRES IMPERVIOUS = 0.21 AC. MANAGED TURF = 0.00 AC. WOODED = 14.54 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 7.42 0.404 10 YEAR 43.82 PRE AREA 2 (OFFSITE) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 9.67 10 YEAR 7.18 10 YEAR 51.04 DRAINAGE AREA ANALYSIS (POST -DEVELOPED) POST AREA 1A TO BIORETENTION 1 (ONSITE, DETAINED) AREA = 4.48 ACRES IMPERVIOUS = 2.68 AC. MANAGED TURF = 1.54 AC. WOODED = 0.26 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 11.48 0.510 10 YEAR 27.80 POST AREA 1B TO BIORETENTION 1 (OFFSITE, DETAINED) AREA = 1.52 ACRES IMPERVIOUS = 0.51 AC. MANAGED TURF = 0.00 AC. WOODED = 1.01 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 2.30 0.101 1 YEAR 2.28 10 YEAR 7.18 10 YEAR 48.74 POST AREA 2 TO BIORETENTION 2 (ONSITE, DETAINED) AREA = 2.36 ACRES IMPERVIOUS = 1.37 AC. MANAGED TURF = 0.95 AC. WOODED = 0.04 AC. TC = 6.0 MIN. FLOW THROUGH BIORETENTION 2 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 5.77 0.256 1 YEAR 1.04 10 YEAR 14.31 10 YEAR 14.11 POST AREA 3 TO DRY POND (ONSITE, DETAINED) AREA = 7.01 ACRES IMPERVIOUS = 4.24 AC. MANAGED TURF = 2.77 AC. WOODED = 0.00 AC. TC = 6.0 MIN. FLOW THROUGH DRY POND Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 17.96 0.799 1 YEAR 1.33 10 YEAR 43.50 10 YEAR 37.11 POST AREA 4 (ONSITE, UNDETAINED) AREA = 0.63 ACRES IMPERVIOUS = 0.11 AC. MANAGED TURF = 0.38 AC. WOODED = 0.14 AC. TC = 6.0 MIN. Q (CFS) V (AC -FT) 1 YEAR 0.61 0.028 10 YEAR 2.43 POST AREA 5 (ONSITE, UNDETAINED) AREA = 0.30 ACRES IMPERVIOUS = 0.06 AC. MANAGED TURF = 0.20 AC. WOODED = 0.04 AC. TC = 6.0 MIN. COMBINED FLOW AT ANALYSIS POINT 1 Q (CFS) V (AC -FT) Q (CFS) 1 YEAR 0.32 0.014 1 YEAR 3.73 10 YEAR 1.20 10 YEAR 88.93 CHANNEL PROTECTION (ENERGY BALANCE): rr�1 "`DEVELOPED :50.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED + Q'PRE-DEVELOPED OFFSITE QMAX (1-YR) < 0.80`(7.42 " 0.404AC-FT) / (0.510 + 0.256 + 0.799 + 0.028 + 0.014)AC-FT + (2.30 CFS) = 3.79 CFS Q(1 YR) POST -DEVELOPED = 3.73 CFS OK STORMWATER NARRATIVE THIS PROJECT INCLUDES THE CONSTRUCTION OF THREE (3) ROADWAYS, A RESIDENTIAL COMMUNITY, AND ASSOCIATED UTILITIES AND LANDSCAPING. ENERGY BALANCE REQUIREMENTS WILL BE MET THROUGH THE USE OF TWO BIORETENTION BASINS AND A DRY POND. FLOOD PROTECTION REQUIREMENTS FOR THE 10-YEAR STORM WILL BE MET BY RELEASING THE STORMWATER INTO THE MAPPED FLOODPLAIN, IN ACCORDANCE WITH 9VAC25-870-66, SECTION C.3.C. STORMWATER QUALITY WILL BE ADDRESSED THROUGH THE INSTALLATION OF TWO BIORETENTION BASINS AND THE PURCHASE OF OFFSITE NUTRIENT CREDITS. DOWNSPOUT SPLASHBLOCKS SHALL BE USED FOR ALL ROOF DRAINS. t pLT Ft //F 00• CLINT W. :;.d/7S j1FFLET >� �.0 Lie. N 54380 4� iG 61812021 ^� E 0 ul OV N � N C > E w v E � w w 3 Q a o 3 p LL w w m _j V oMo Z -u O .. rn �1'/1 Nv a z W v M 30�x cUl1 o � ur)i vry Z Z ~ Ery > p O � a M O O x ti W 0 F o� > N 0 z O DATE 0 311812021 } 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 LLI a C2 O� a J Lu m Q W Q }O w z Lu Q=) O Q W " 0 DC � Q O O F- O 2 O JOB NO. 40919 SHEET NO. C6.00 L BASKET 24" LONG EPDXY COATED #4 F 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 12" 24" LONG EPDXY COATED #4 REBAR RIPRAP-LINED PRE-TREATMENT CELL BIN ELEV. 430.91 o O \/EM\/BED_// Al STONE FILL GABION BASKET FOREBAY WALL (BIORETENTION FACILITY #2) NO SCALE O / O•- \ \ 1 l/ °° o - 1.01' FREEBOARD 100-YR ELEV. 425.49 CREST ELEV. 423.92 60" RCP RISER W/ TRASH RACK & ANTI -VORTEX DEVICE INV OUT 417.90 (24" HDPE) 6" PVC PIPE WSE ELEV. 348.00 L POND BOTTOM 418.00 4.2" H x 4.0" W ORIFICE POND BOTTOM TO BE W/ TRASH RACK COMPACTED CLAY LINERS INV = 418.00 8' DIA. X 1.3` CONC.BASE TOP OF DAM = 426.50 - 8' - 117.9l' - 24" HDPE @ 0.50% NV 417.90 6" IN CONCRETE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. DRY POND DETAIL No Scale EMERGENCY SPILLWAY, 45' LONG, 5' WIDE INV. 424.99 IMPERVIOUS CORE AND CUTOFF TRENCH INV 417.01 1-YR ELEV = 423.75 10-YR ELEV = 424.87 100-YR ELEV = 425.49 ° I / o `\ ° ° + ° \\ / o \\ � � � GP °° I I ° ° \ ` / ° ° / + �\ / / / i��, /^ UNDETAINED TO DITCH ALDRAINAGE ONG EA C ° ° ONG o I I o �\ \ / / o i 0 0 ° � /� �� OLD LYNCHBURG ROAD I I I I I I I I, --------------- I / -------- ------------------ _ - --- -- ------ �914T fI -\-71ANI--- , i - + o / 0 \ 0 �VDOT-SIGHT o I I o \ MANAGED DISTANCE O 0 I ° \ \ \ STEEP SLOPES 4 EASEMENT / / ,�� v 0 I I ° \ \ 1` / (TYPICAL) 1\ + o /+ /o I o \ % o; / PARCEL 09000-00-00-OOIAO m I o Oo + \ + r ° / / SOOT OOD CHARL07TESVlLLELLC �I PARCEL 07600-00-00-051 �0 0 \ 0 / // HOOD MODEL TRICT SOUTHWOOD I ° + + 0 \ / + /� v CHARLOTTESVILLE MODE I+ I ° 0 0 + ` o + \ \ ,O / �PF �0 /o / // • • I o NEIGHBORHOOD MODE 0 . _... - /I DISTRICT I I ° 1 °° \ \ o p�P�, / o / / / / a. -� 41 I DB. 4706 PG. 198 I° I(./ o °o° � ° ° o-_J o 0 STREAM BUFFER/ 1°o° �BOIf° ~ - 0 ° FLOOD PLAIN I n0° CONSERVATION AREA oJ J /-/ / + /°mo° o I 6o°/I I10 %J°//OVERALL ° DEVELOPMENT AREA = 5.70AC a/ / \ / o 0 ( /0 / / ° , IMPERVIOUS = 6.30 AC �� C n o i p- _ PERVIOUS = 9.40 AC - - o Qo �- II11 `\\ + o\� \\.� \ J / I /-//-• \ �� L ° - ° °/ o I ° BIORETENTION #1 ° I i- - ❑ L \ \ Q s..- "e '\ % / vvvv I ��� I �- � o +0 0 o° / avvva �- M h `\ O �,� o .. < I,. o - 0 0 0 \ % ° ° o 0 0 oFO o 0 0 ° ° + - ` V / / SCALE 1"-100' VV o I I �v v �// �// 1 i i / / C; �� G' 0 100' zoo' .�ivvvv v' / + o° _ v / vp v v v v v v v / / DRAINAGE AREA A �i 0 f vl v v 7 v v vvvv v v' ' / BIORETENMON #1 vvvvv vvv vvvvvvvv TOTAL=4.39AC + / ° vvvvvvbd vvvv, vv-P�vvvvvvvv'.""� IOi % 0° vvvvvvgvly v^vvvvvv�yv.vvvvvvv'o T /. PERVIOUS=2.55AC i i vvvvv - -^ 'vvvv vvvvvv � I IMPERVIOUS = 1.43 AC � ' ° v v v v v v SWM FOREST AND ��� L %' I FILTER AREA REQ. = 3,669 SF I I ' vvvvvvvvv vvw vvv OPEN SPACE rvvvavv o .. v v AREA = 6.87 AC v v v v a�'v .� i AREA PROVIDED = 3,809 SF I V V V 7 avvaysb ) LL o + av v '."+ 1vVV ry v P I TRICT � r + vv vvvv 'p'� ♦ vv vvv".' 7% + + vvv' ° v .I I f. vvvvvv \ ° vvv I I . //,-v v v� DRAINAGE AREA B ♦ ° vvv :' 'vv �{vv `t� BIORETENTION #2 ° v v v v TOTAL = 1.69 ♦ - ° '+ vvv'.' I�ivv PERVIOUS=0.65AC' ♦ _ I �� + ° v v v v dl+" I v v IMPERVIOUS = 1.02 AC ♦ _ 3 / 00 ' v v v Vl ,, #v v FILTER AREA REQ. = 1,488 SIF i +/ v v v v b bb v AREA PROVIDED = 1,587 SF -♦/'+ S + ° vvvv �vbv �v/////////// ♦ / // ... `, - \,. 0 vvvv v -- vvvvv / ° v v v v b AREA EXCLUDED FROM , v v vV v QUALITY CALCULATIONS vvvvvawv A / AREA =4.76AC / Q \ / ° \ vvvvvvv VIV\t O �` l (" vvvvv+vvvvv\\� vvvvvvvvvvv v + ° aaaaaaaaaad�� aOa 0 aavaaaavaaaav�a9 �.,•./ \ vvvvvvVVVVVVV-VVV 'o vvvvvwvvvvvvtV�wvNvvv 0vv r �- \ o vA'VVVVvvvvvvb\V�v'V1I7VV '�,v v t \ \a V V.avvvvvvv\v\Vly W sv3�vvVDWV0WW VD q °0 vvv"vv.vvv\` K-�vvv��y�avvvvv�-vv-a-v� 8vvvv o _�v6�VV%WVv\I"V-wvv-vavvvvvvvvvVV vvvvvvv j `\ ° ,w,vv�gvv�v�RvvvvV�wvvvvvvvvv vvvvvvvvv + o a v V 7V-a-V-Qv Tv'-V pvvPQ�vavvv'pav v "lvvva / + v °o + ��� vvvvvvv V9VR��Qvvv-v--v�vvv°vvva vvv aaaaaa �. �I °0 - aaaaaaaa�vtrg�vyovv� aaaaaaaaaaaaaaa v as / 00 `';gy,v.v-w-vV V V V V- a�;¢aao�V� vvvvvvvvvvv vvvvvvvvv vvvv'. o -�y.VVVVV,V.VIQ, V b vvvvv'.vvvvv vvv vvvvvvvv vvvvv o v�bae��Cvvvdb�Q vvvvvvvvvv vv vvvvvvvv vvvvvvv/ �- °o b.vvvvvvvvIIs�';p';pw,vvvvv vvvvvvvvv V V V V V Vq / o+ + v.vvvv'vvv'*Zyvv°vvvvv vvvvvvvvv vv-,qrvvvvvl. \. vVVte�tvvoVvvv vv v v �vyv l °°` \ + a v v v v v vv v ���AS3�8iYli�TvRO v vv ° + �- �pO,g wb vvvvvvv ryyep�JpaR vvvv 0 UFF PORTION OF FOREST OUTSIDE 8" 8` NTH'-6�' ER b vvvvv v V vvvv. / o OF WPO/100 YEAR FLOOD PLAIN d-R9`�Z-vvvvvvvvvvvvvvvv / ° TO BE DEDICATED AS PART OF vv^dvl-�vvv vvvvvvvvvvv II \ ° vvwv'Q vvvvvvvvvvv n MITIGATION PLAN \ . v v v$ ° o - � ° O \ d7�aaaaaaaaa A // II o o ` 0 av 11111m / •T 00 00° + ��� �. °O'- vavv�' �avvvv 8 O u 0 o vvvv VV / 0 O 60" NYLOPLAST BASIN WITH DOME GRATE - TOP: 415.00' STRUCTURE TOP TO BE LOWERED AND ORIFICE TO BE PLUGGED FROM SEDIMENT BASIN CONFIGURATION. TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK SEE STORM PROFILES FOR ADDITIONAL INFORMATION CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 415.05 10-YR ELEV = 415.25 100-YR ELEV = 415.96 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 36" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 4.39 ACRES TM= 9,832 CIF ` 1.25 = 12,290 CIF IMPERVIOUS: 2.55 ACRES MANAGED TURF: 1.43 ACRES FORESTED: 0.41 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (5' X 0.4) + 1' PONDING = 3.75' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 12,290 / 3.75' = 3,277 SF SURFACE AREA PROVIDED: 3,809 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 12,290 / 3.75' = 492 SF SURFACE AREA PROVIDED: 552 SF BIORETENTION FACILITY #1 DETAIL (LEVEL 2) NO SCALE 36" NYLOPLAST BASIN WITH DOME GRATE - TOP: 431.91' TOP 2.5 FT OF THE STRUCTURE INTERIOR TO BE PAINTED BLACK INV. OUT = 424.43 18" HDPE CLEANOUT RAMP SOIL TO LIP OF - OVERFLOW STRUCTURTE MIN SLOPE 3:1 BOTTOM OF D BIORETENTION BASIN 3" HARDWOOD BARK MULCH 36" BIOFILTER MIX 3" NO. 8 STONE 45" NO. 57 STONE 6" PERFORATED SCHEDULE40 PVC UNDERDRAIN 1-YR ELEV = 432.01 10-YR ELEV = 432.50 100-YR ELEV = 432.98 MIRAFI 140N FILTER FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN 18" HDPE NOTES 1. 36" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS. QUALITY SIZING CALCULATION: DRAINAGE AREA = 1.69 ACRES T(V)= 3,3989 CIF . 1.25 = 4,986 CIF IMPERVIOUS: 1.02 ACRES PERVIOUS: 0.65 ACRES FORESTED: 0.02 ACRES DESIGN STORAGE DEPTH: (3' X 0.25) + (4' X 0.4) + 1' PONDING = 3.35' SURFACE AREA REQUIRED: T(v) / DESIGN STORAGE DEPTH -> 4,986 / 3.35' = 1,488 SF SURFACE AREA PROVIDED: 1,587 SF PRE-TREATMENT SURFACE AREA REQUIRED: 15% X T(v) / STORAGE DEPTH = 15% X 4,986 / 3.35' = 223 SF SURFACE AREA PROVIDED: 232 SF BIORETENTION FACILITY #2 DETAIL (LEVEL 2) NO SCALE j� CLINT W. •v72S UFFLET >� 0. 0 Lie. N 54380 4� 0' 6/812021 ��; ^� E 0 0 rn u N � N 0 > E v E w 3 H_ U a) Q a o 3 p ILL - wO `mom j V 2 Z w -u O 00 rn (L w 30'x U) w K) �i vry Z O Z W =�>>� ~ > p P nO wM L U 00 � d 0 O O x ti C7 � 0 LLI F o� N > F N 00 a z O in QI 0 Lm DATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' Lu V I� I a- Q W a w J O� Q w Jco W J LJ_ 0 LLJ }j w z Lu u O L I_ I..L 0 III C) U) 0 0 2 ,0 V 1 JOB NO. 40919 SHEET NO. C6.01 L o _-- -- -- -- -- // / // 9- - - - - - - - - - - o° / / / / / / / / (TYPI AL) / / / / / / a / DEQ Virginia Rurw¢Red nMHhod New Development Compliance Sprmdshret-Version 3.0 t - - - - - - - - - - - - - /O - t - - - - / / I - - - - - - - - - - - - - - - - - � � / / / / / / / / / / / /° C2011 MP Standards and Spedfiotiom 02013 Drag BMPSGndards and Spedfira[iom /'% / / / / / / // STEEPSLOPS //o / ° / / / / / /�O / Project Name: Southwood - - - - O - - - - / / / / / / / / / (PRESERVED) o / / / Date: 3/15/2021 o ' STREAM CENTERLINE �. / / / / / / ° ° � � � - - - - - - - � t/ / ` / / / O gn pecifico Tom p AMP Desi s r Lirt: 2013 Draft Stds & S ea 0 OA- S / / / / / / / / / / / /D / _ t � � / / / / / / / / � 6 0 �/ � Site Information O / / _ _ - _ - _ I r s o / r°°oo / �/ \' / i// t\ //I /// / /// /// ///°a / / ! / / / / / o / / Post -Development Project (Treatment Volume and Loads) / i ' / / / / / / / / / O ° / / / 3 Lard Cover (acres) 0010 � ` - / / TEEP SLOPS O Asells BSoils C50ils DSoils Tmala �` r / // / // / / (PRE,SERVVD) / o O �// / //'Fomstropenspare(aaes)-ond�smmed, 6.9s /" oretted forest/ n ace rreforezrea 6.98 �x r / '/ Mauged nrflacresl-ainYmea, graded s.m / t^1�� / Tor ge woMermrfm is 8.02 / / 20 / 202 O / Pv I / I ImpervimaCwer lxresl 6.61 6.61 _ J i d / / / / / ! / / /a.. I I I •Faresr/Opm Spoor oreosmusrbe PmNrmdlnoaaNanre wlM the Vlrgima RurwR Radxtion Methotl 21.66 Constants Rurmff Coefficients Rv 16 o° / Z ♦•3 .at• / �I �"t •ail �a�P • ♦f:. / � / NAP. •. sue•' . �r 4:•)i,���l.' o is W tool PIS� • LAND COVER SUMMARY POST DEVELOPMENT Treatment Volume V c ���•�i / /• Af -�weidnesi ft (1 0.0 Treatment Volume (cubic Net) 29,414 01, / ��� / I� �- r , .►,cw'� ■ • • • • 1.1 Annual kunall(inches) 43 TaWteainall Evem(inches) 1.00 Total Phozpbomz(m)EMC(m ) 0.M Total NMWn(m)ENC(nWIL) 1.86 Tarter TP load (Ib/we/yrl 0.41 Pi lunnlezz mnecam Pxtarl 0.90 a• i � _ ''° Ili ,Z��,�� •� Oil IN ����'' T���� � � � ;=,.�:-� ...d alp' �y, �� � �•,���•i`�i, �e! �_ 11�� 1•� 11 w -., � � � � I � ��•� CIS � . \ BIORETEN Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE lac, IMPERVIOUSCOVER lac, IMPERVIOUS COVER TREATED lac, MANAGED TURF AREA lac, MANAGED TURF AREA TREATED lac, AREACHECK datamputcells nnrtarnvalux ralodationcells DA. A OA. B DA. C DA. D DA E AREA CHECK 0.41 0.02 0.00 O.Oo OR. 2.55 1.02 IT 0.00 0.0o OR. 2.55 1.02 Lt OK. OK. 0.00 0.00 OK. OK. OK. OK. OK. OK. Site Treatment Volume (fta) z9,434 Runoff Reduction Volume and To By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED In') TP LOAD AVAILABLE FOR REMOVAL Ob/yr, TP LOAD REDUCITONACHIEVED (lb/yr, TP LOAD REMAINING (lb DA.A DA.B DA.0 DA.D DAE TOTAL ],8 is 3,191 0 0 0 11,057 6.18 2.s1 0.00 0.00 0.00 &68 s.ss 2.2s O.OD 0.00 0.00 7.81 0.62 0.2s o.OD GOO am 088 NITROGEN LOAD REDUCTION ACHIEVED(lb/yr) 40.61 16.48 o.00 am 0.00 5].09 Taal Phosphorus FINAL POST -DEVELOPMENT TP LOAD IIb/yr, 18.48 TP LOAD REDUCTION REQUIRED (IIIII 9.fi0 TP LOAD REDUCTION AC IEVED (1111 ].81 TP LOAD REMAINING (IIII 10.6] REMAINING TP LOAD REDUCTION REQUIRED (lb/yr): 1.79 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (Ib/yd 13z.z1 NITROGEN LOAD REDACTION AOIIEVEO IIb/yrI 5).m REMAINING POST -DEVELOPMENT NITROGEN LOAD IIb/yr) 75.12 DEQ Virginia Runoff Reduction Method New Dowtopmem Compliance Spreadsheet - Version 3.0 RMPDes,gn Spec fcadI 2a13 Draft Stdz & Specs Updole 6ummvy6heet Site Summary Project Title: Soulhxaod pdnt Preview Dare: 44270 Print Total Ranfall = 43 md,es Site land Cover Summary A mils BSoils CSoils DSoils Totals %of Total forert/Open(acres) i 0.00 &W a.o0 O.m 1 6.98 32 Managed Tod (acres) 1 0.00 1 8.07 1 0.00 1 0.00 1 8.07 1 37 Im,entious Ce.(acres) I add 1 6.61 1 a.a0 I add 1 6.61 1 31 1.66 1 1m Site Tv and Land Cover Nutrient Loads Site Rv 0.37 Treatment Volume fti 29,414 TP Load (Ib/yrl 18.48 TN Lead (Ib/yr) 132.21 Total TP Wad Reduction Required (11 1 9.60 Site Compliance Summary Total Runoff Volume Reduction (113) 11,057 Total TP load Reduction Achieved 7.81 (Ib/yrl Total IN Wad Reduction Achieved (lb/vrl 57.09 Remaining Past Development TP Wad (Ib/vrl 10.0 Remaining TP Wad Reduction(Ib/yr) Required in Drainage Area Summary D.A.A DA.B DA.0 DA.D D.A.E Total Fnrert/Open(acros) OAl O.Oz 000 0.00 0.00 0.43 Managed Tud (acres) 1.43 0.65 0.00 0.00 am 2.08 Imperwnus Cover (acres) 2.55 1.02 om 0.00 am 3.51 Total Area (acres) 4.39 1.0 0.00 0.00 a.Or 6.08 Drainage Area Compliance Summary D.A.A DA.B DA.0 DA.D 1 D.A.E i Total TP Laad Reduced Ib 5.55 2.2s 0.00 0.00 0.00 7.81 TN Laad Reduced (Ib/yr) 40.61 16.48 0.00 0.00 0.00 s].09 Drainage Area A Summary Land Cover Summary A Soils BSoils CSoils OSOIN Total %of Total Forest/Open(a.$) O.m 0.91 0.00 O.aO 0.41 9 Managed Turf (xresl O.m 1.43 0.0a 0.0a 1.43 33 Irrymious Cover (acres) O.m 2.55 0.00 0.00 2.55 58 1 4.39 I BMP Slectons Managed Turf Impervious BMP Treatment TP Load from Untreated TP TP Removed TP Remaining Dawnrtrtlm Practice Credit Area Cover Credit Volume (R3) Upstream Load to Practice (16/yr) hb/yr) TrmtmeM to be (acres, Area (acres, Practices(Ibs) (Ibs) Empoyed Total lmpentl Coves Treated (acres) 2.55 Total TurfArea Treated(anes) 1.43 Total TP Wad Reduction Achieved in DA(Ib/yr) 5.55 Total TN Wad Reduction Achieved in DA (Ib/yr) 40.61 Drainage Area B Summary Land Caves Summary ASoilz BSoils CSoils DSoils Total %of Total Farert/Open(acres) 0.00 0.02 a.o0 a.m 0.02 1 Managedmrf(acres) 0.00 0.65 0.00 GOT 0.65 M Impervious Covx(acre) and 1.02 a.o0 add 1.02 60 BMP selections Managed Turf Impervious BMP Treatment TP Load from Untreated TP TP Removed TP Remaining Oownrtream Practice Credit Area Cover Credo Volume (R3) Upstream Wadto Practice (16/yrl (16/Yr) Treatmem to be (acres) Area acres) Practicez(Ibz) (Ibs, Employed Total Impervious Coves Treated (acres) 1.02 Total Turf Area Treated (acres) 0.E.5 TnaITP Wed Reduction Ach eyed in DA (IbMI 2'ss Total TN Wad Reduction Achieved in DA IIb/Yrl 16.48 VA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of some of the key maintenance problems to look for: • Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining mulch. • Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check for other signs of bypassing. • Check for any winter- or salt -killed vegetation, and replace it with hardier species. • Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it. • Inspect bioretention side slopes and grass filter for evidence of any rill or gully erosion, and repair it. • Check the bioretention bed for evidence of mulch flotation excessive ondin dead (ants or P 9, p concentrated flows, and take appropriate remedial action. • Check inflow points for clogging, and remove any sediment. • Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately. • Check for clogged or slow -draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient filtering time, and restore proper filtration characteristics. Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010) or at the Center for Watershed Protection website. WATER QUALITY ANALYSIS SITE DATA POST -DEVELOPED PROJECT AREA FOREST/OPEN SPACE = 6.98 AC MANAGED TURF = 8.07 ACRES IMPERVIOUS COVER = 6.61 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 18.48 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 9.60 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) = 7.81 LB/YR REMAINING TP LOAD REDUCTION REQUIRED = 1.79 LB/YR' *REMAINING TP LOAD REDUCTION TO ADDRESSED WITH THE PURCHASE OF NUTRIENT CREDITS. 9.60 LB/YR X 25% = 2.40 LB/YR > 1.79 LB/YR NOTE: THIS PROJECT INCLUDES WATER QUALITY TREATMENT FOR THE CONVERSION OF BLOCK 12 FROM FOREST TO MANAGED TURF. BLOCK 12'S FUTURE IMPERVIOUS AREA WILL BE TREATED FOR WATER QUALITY BY THE FUTURE DEVELOPER. �t pLT Ft t/F' labor to CLINT W. S J1t-FLET >� M .P a Lic. N S13de 4� 6/8/2021 �4 M E O CD O N Vi N C > E W a E LL Q LL o 3 p 0 W t7 m .^-I V 0000 Z d U.IJ -Ui O M Oy [L (A ry EL W W � >i {� >C to (] Q J LL 0 V) �i vry Z Z x > °n O W F 0 ry i wed L U LO I- O o; o Lu M o O Lu x ti (') ' W 0 orN > N Do a Z O in DATE > QI 311812021 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N/A • • • l� rWn V Q 11 0 a z � ce < U) W 0LLJ WQ(0IL O �J,J � w �0< 0 W" � Z0C 2 p 0 0 0 U) 00 T> i 0 U) JOB NO. 40919 SHEET NO. C6.02 A Soils BSoils CSoils DSoils WrezVOpen Space 0.02 0.03 O.M 0.05 Managed Turf 0.15 0.20 0.22 0.25 Imcerviouz corer 0.9s 0.95 0.95 0.95 L b \ \ \ \ \ \ \ \ \ - / , , // / / / /i / / I o .a A . \\ \\\\ \ \ \\\\ \ \ _ � / / , / / 6//I I/ / a / \%� rV N I ! / / /! I I � / 1 1 lj, 502' \\ \1 \ \\ \ \ \ \ 1 1 \ \ \ - _ r /r // //r p/ / / / /lrll� \ / / / i \ \ \ Q I z \ \ \ \ \ \ \ \. \ \ \ N. \ _ / / / / / / /i / / / / / / / /III - III 6% ° / / I % 4'P6. l \ \ \ \\ \\\\ \\\ \\ \ \ \\ NN. .Qj/�,/// / // I'lll- 1\ I \ ,/a,6/ qq,• / * // ^ �__ _ \ , ///0 4 NI - ^ BUFFl�s �v \ °\1�=�/ �C o \ \ \ \ \ \ \ \ \ 1/of // / / / IK I ! r \ \ \ \ \ \ N. \ r �♦ / 1 \ o \ TR�AID1 ERI / - \ \ \ \ \ \\\ \//// /o /o °136 o \\ \ \ \ \ \ \ \ \1II♦@S%T101 - °'/ O \' -'--- \ °° \\ °I I \` \\ \ \\ \ \\\�` \ �\ _ �`^^ \ -----_-�''�/''///{%/moo/ter / / ,�rj%.' //// �OHP-o / ' / _ 0 \\ \\�\ \ \ N. 14 V /r� / °i/` 4 /i , \ \\\\\\� `\W.OAK\ _ _ - - - - - - G R09D / ° / I \ \ \ \ \ \I ` ` `� \ \ \ \ O \ I \ ,\ - �\ _ _ _ _ _ _ _ _ - _ _''-�' ' 1 _ - - _ OL STATO ROUTE 1 H) \/' �/� %' '� ' " _ _ 4 4 1 \I \ \ \ \ \ \ \ \ y I\\ I� \ ST CAMORE \� \_ 1 _ _-fit-- - o% (ypRYING DT //// / 9' / 210 \\\ \I- ��� �J\� \ \ \ \ \ \ \ \\ / / / \ 1 l\ Lj \1-1 °o � / N. \ \ ` L „ 1 0 o '_ I -0-��' 208 t - MAPLE ° °° °0 o /-LGT- o °o 100 0 0 O OO o000000.00000000pO° /-� / I / / '" /� / / / /_�'/// /'/' �/•//'///' / ' 216 '100/ '2 / /• A� / p 2 /-\--Lli I II \\==_ _,-==_?=i o /•'• !• / 2A / \�� 4`\ 1 1 \I I I� �I �L�.--I - 4 / 206 '� i F _ \ 234 1 1 y I I \ 1 ` / \\ ♦ ,` , N\ o''OQ ,' /, '�� �� , 404- Imo\\ Nw,11 -1 I- `/ i I ll / �''l o°°��� ''/'/ '10' w O \ \ %\ --� �^ I I,,I 1 1 I� l� ovR:FI - /' �' / I c ` /04 )) \ \ \4 i Oo � /' � � / 6 / ��:, •I: a; ` _ 4 \ \ \ 1 1 23 I I III Icl 1 I I \ \ � /. ft9' / i �� '//'/ / / ��p �/ \1:. \ \ ) / / / / / -i--i II /' 9 / ' "/ 20 4: 22 23 / / / / I `� '' IV L'i �' /��''' ''''' 40 04A I 224B / -L/_Z-1 I I ,1 I4, \ * / ,/-- -� •0'240 / L -�/ ,r r// // / /^ /\ r ///L/�UG\T \ _ _ _ I / / I O / / / _ / / + �� \ d / / / / _ / / / /'/ i / ''' \ l /�- -� r'.� ' /'J /A��• // /////// \ 9� % 0 lii� I I I II P° I/ / // / / I/ / '/ // / /' // / // ' r / 10 \ I // / I , / / ' / / //I' I / / / \� 1 i / l ' ' c / I I I I I o I / / / / / / 1 r /' / / / ' " 110 _ \ I I 1226A / `IC %BUG/P/ // I I Il Jo I I / 1 1 l / 1 / / / / , / / 40 242 O T 1 Illjll llI I 1 I I l ' I I / //' (\\ Iv /■rr I Nri _ �j 25.,� '4/' ° �/ri /l ' /Vow / \\� \op l I h 1 \ \ \ I I / \ \\ \\\ \o \ \ P A \� \ \\o\ ON \ \ FA IN,\ \ \O \\ � \i� \\��\\\ \ e \ \IN,\ t\ L \ \ \ \\\ � \\ \\` \\ °o� \ \ \ \\ \\ N\ \ ° °\`\il"m .° , INLET AREA C ` INLET AREA C 106 0.06 0.74 160 0.14 0.73 108 0.05 0.69 162 0.08 0.74 110 0.03 0.74 164 0.10 0.77 112 0.18 0.77 166 0.02 0.77 114 0.08 0.70 168 0.02 0.78 116 0.16 0.66 170 0.16 0.65 120 0.23 0.48 172 0.24 0.72 132 0.10 0.76 202A 0.07 0.73 134 0.28 0.56 204 0.07 0.72 136 0.08 0.72 206 0.12 0.75 136A 0.05 0.65 208 0.14 0.76 138 0.04 0.74 208A 0.19 0.69 142 2.87 0.42 210 0.09 0.70 144 0.09 0.74 210A 0.06 0.42 144A 0.13 0.72 210B 0.03 0.78 144B 0.12 0.72 212 0.03 0.78 146 0.15 0.96 214 0.06 0.73 148 0.07 0.74 216 0.14 0.79 150 0.17 0.65 218 0.20 0.47 152 0.13 0.74 220 0.04 0.72 154 0.10 0.73 222 0.05 0.72 154A 0.08 0.73 224 0.06 0.60 154B 0.08 0.71 224A 0.17 0.73 156 0.11 0.73 224E 0.26 0.57 158 1 0.13 0.74 1 226 0.12 0.76 Tw 428 54' / - J '00I'// \ ` ` \ _ � \ - �_ '� i/ // / // / / 1 I l / I ` 114 <`n �� //iii' /"'�i y' /i%ii/-J �/ // ✓ //' // / INLET AREA C 226A 0.20 0.68 228 0.06 0.// 230 0.18 0.59 232 0.27 0.81 234 0.24 0.39 236 1.22 0.47 240 0.10 0.66 242 0.28 0.74 302 0.45 0.81 404A 0.15 0.55 404 0.60 0.69 406 0.21 0.63 408 0.11 0.58 412 0.14 0.54 412A 0.11 0.75 414 0.08 0.70 416 0.08 0.50 416A 0.01 0.69 418 0.09 0.68 420 0.11 0.65 502 3.32 0.38 506 0.03 0.71 508 0.08 0.77 510 1.10 0.41 600 2.35 0.25 - _�_/���/ / \ \ \ \\ \ 4 \\ - - / // / ' i/' /' /�.✓, // ^ `_ � ,/ / / / 11 I I \ /%ice _ _ \ \\ \ \ _ - �i///, // / / /�-,��/// - ////. .i/ l \ . ..• LEGEND S /--- ��t-_tee_ O ___^ ' -$cg4i /\`� ° \--- \ \ ` \ \ _ _ _ -- ///_ _��/ �� /�i%/�1l 1 \ / /// // �� IMPERVIOUS AREA / \ \ O 01 N. \\y�" //� EX SANMH_ \\moo\ (PUATE7�T16/f-T - ' _ \\ \ O \ - - - - - _ ^ ; ^ , \ \ • 11lfl T 2D�FI NhFAf�Y $EWER SE n� SCALE 1 "=50' \ \ TOP = 398.1 588 LL=391.8 I \\\ �� o� �\`\ \\\\ \ `---- / //'/ 4 -\ \� 0 50' 100' L0.=391.7 N. C00000010 \\- \ / \ o s\\\\ \`\`\`-- / -/i KEY PLAN tpLT Ft 11F' 00� CLINT W. 7SFFLET >� �Af Lic. N S13de 4� rj 61812021 •�csco. �c�N%,G,,•� P F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �W^J V I\ J W >_ �^' a I..L Ld 0a J U/ WL Q LLL LL] W Q C) O W " 2 oC 0 C) U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.03 L --------------- \ - - - ,- ----- - -- ------------ ---- - 6 to 10 \ \ _ -f QI\ /- Palo L-1� _/I__-i--\\_\/ '/'y ' / / ' ' /-�-/ ' / J I I I I I I----1--------- -- -- ---- ZZ --` - ' - \ I ` ' _ i ' /s t / l / 1 r I \ 1 1 1 \ \\ D LYN(JHL LIRC§ /120AD \ \ / \ \ / o\ = _ _ - - 5 -�' / r I / - L- i - t \STATER TE 1 J , :x \ \ ` - Q- �;-�/ l I I \ 10. 2' - - ------ _ / 20501 - \ ` s��% ! I_-----------� 1 1 I I i------�--- --4- -- -\ rc� - -fOLD LYNICHBURG %70AD I I - - t -t \ - - t t --- - - - t\\. (1J/ /�3WERO�ITE6'31 - - \ \ \ \ \ \ \ \ \ \ \\ERCR-N--/ (f� YII�G R/l%WIbTH)\ \\\\\\_C AWRYLINKLwE485 i----_- _ - - / I\ \ \ -�- ---Z- - ULVERT ''_ ___--- / \- \ 1 \ ----[---� yc\l V 510�\ GF \ULVER_,O//GGP // /' ' / �'�-var/-j,i%-_'�_ �^�L�uES / / __I / - - - _ _ / /aL£EcrNic / � f /I' I I I // / 506 508 / •03 - _ - / l / / / / / / / / / / / / / / / / / / / ' TELE B TV LINES to �/ 0,r�iC Cr / / \ 'ME.s lyy1NEs / _ / _ O 17 O , O 172 / Iz _ _ _ - _ 1 I I I I p /Ul , I I I 1 / / , / / / / , , r , 172 cn 4 / /�� 1 - / I I I \ \\ \ I I \ -\/ _ i///i/ i �'' `-__ _-// I / I \ \ 1 11 I I I 1 / I I / I I ! / / / / / / I 1 I / 1 7 1 ' \ m /� ' _-- 1\ 1 1 I 1 I I AO I �a I \ I Ij rn \ / f 1 sr I I \ \ \ \ I O INSET / /IIIIIIIIII / a_-_�_11�������� I I I \ \ \\ \\ \\\ \\ �� _� �� ��\ \ \ I I 1 1 I I 148 I I / // \�\\\\� �� `I \ \ \ ��\ ---- �\ -445- �\ �� I I I IOU-'/' / \��� r\ / I \ \ \ \\ \ \\\ \ �\ - -- -450, - - / ��♦ ♦ �,r _ 150 4 ; ` - / - - - / 470 146 // / - 152 ♦ as a -P - --- _-- - - - - -- \ \ \ 152 a 154B 10 ♦ 154 h o ♦ / / I \ \ \ \ \ \ \ \ 1 4A 156 W 160 - - - - ' - - - - 6 �� ryp 2 144B / ' - - _ I \\ \\ \\ \ 11 1 /� ' 26% ` 16 /// _ _ ��\ \ \ I \ ' ' / ' JI I I _�� -\ \ \I \ I\ ! 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(�' a �, r �"� !� i I l / / 1 J l 1 I 1 / -UGP =c - =- u - --� I / _-�_ ��r lam+-== _=_ 17 1 \� �_____-r-'/ I /// � X✓ /l//l ///�_/ / I1,TTE_RNUTIANE--_l • f ` --�_- --' --- 1.-4695 ---- -�-_= \\ \\ \/ \ �SAN \N 14 WOAK\ I I/ _ --- - _- LEGEND ,`� IMPERVIOUS AREA \I \\\ \ \\ \ \I\�\\\ r__ I \ SYCAMORE+j_I_ _ � \` \ \ \\ \ \ \ 1 \ \ \ \ \ I - I INLET AREA ' C INLET AREA C INLET AREA C 106 0.06 0.74 162 0.08 0.73 226A 0.20 0.68 108 0.05 0.69 162 0.08 0.74 228 0.06 0.77 \ � \ \ TB" P \ \ I j I I V � y\ \ \ � _ 1 j - p \ ` \ \ \ \ \ A� \ = I \I / \\ \ \ \ \ \ r - - UG UGP / / 110 0.03 0.74 164 0.10 0.77 230 0.18 0.59 I ` �/ �// �`/ \ \` \ 1 \ \ // ❑1��7 �_ _Uc- \ � 112 0.18 0.77 166 0.02 0.77 232 0.27 0.81MALE ------'114 0.08 0.70 168 0.02 0.78 234 0.24 0.39 ,U(5T 116 0.66 170 0.16 0.65 236 1.22 0.47--_--- 0.16 '-- -- --- ' �v -- -- / 1 '__/_---\� � `_� "( / I 120 0.23 0.48 172 0.24 0.72 240 0.10 0.66 1 132 0.10 0.76 202A 0.07 0.73 242 0.28 0.74 , 134 0.28 0.56 204 0.07 0.72 302 0.45 0.81 1 y / / \ ��y V _ 136 0.08 0.72 206 0.12 0.75 404A 0.15 0.55 j ' / / /' �/ 1 , / / i/ �/ / `\ �� ! 7 - / _ \ / / 136A 0.05 0.65 208 0.14 0.76 404 0.60 0.69 ♦ ♦T '� / / / / / d l .4r "��/11�� 1 / y �/I /`t i� i'�yJ / ' ^ \ \ \ _ \ ' ' ' 138 0.04 0.74 208A 0.19 0.69 406 0.21 0.63 32 _ 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 / /� \ \ \ �. 1 ' ' / ' . ' / \ \ \ \ \ - - \ _ _ �/ 144 0.09 0.74 210A 0.06 0.42 412A 0.11 0.75 \ 1 �yyy ` - G - ♦ �� I - \ \ / _ , - \ \ _ / _ _ �/ 144A 0.13 0.72 210B 0.03 0.78 414 0.08 0.70 1 I ` _ -� - _ / ' - - \ \ \ r - - - - _ ' / - - F _ - 1446 0.12 0.72 212 0.03 0.78 416 0.08 0.50 234 1 y� I 1 i \ \ \ / f - ^ \ _ ' ' �� _ / / / ' ' - \ \ \ \ \ \ \ / / , ' , ' / / '/ '/ - 146 0.15 0.96 214 0.06 0.73 416A 0.01 0.69 110 I,K \ \ \-�0 1 \' �� 148 0.07 0.74 216 0.14 0.79 418 0.09 0.68 go 1 1 \ _ I �I 1 1 c 1 C\� \ \ \ _\ -- \ ` \ _ / �''/' _ \ \\ \ \\\ \ \_-- /'/ ','i%'�'','� �_/�y- 150 0.17 0.65 218 0.20 0.47 420 0.11 0.65 / / / L _ ti ��Iy`� \ -\� \ �\��\ ` - �� '/ ' / / - \ \ I \ 1 1 1 / \ \ - - - / / '�i 152 0.13 0.74 220 0.04 0.72 502 3.32 0.38 \ II /_ UG _ / / / / / _ \ \ \ \i/ 154 0.10 0.73 222 0.05 0.72 506 0.03 0.71 �1I1\ I�1Ij 154A 0.08.7508 0.08 0.77 1546 0.08 0.71 0.17 0.73 510 1.10 0.41 LiG600 0.11 0.73 0.26 0.2.35 0.2523 j158 0.13 0.74 0.12\ 156 0.76 /l' / - �#, r _- '� ____;-_''-��-''i'i'// --_ i/___- ///////// // � _ •. / 3 If // P / ////////'/l�lll /// '�'' 1'�_ '' /// \\\ - 1----- -'`_ '_.f ///// // //// \ `J 0 AL0, 100, 50' If ell /�--------- �' /�� - - �'i/� �,;;Z:-, �� i //// ///// ::' // c' I I KEY PLAN t ftLT Ft L�F' 00" CLINT W. 2SIUFFLET >� • • 0. 0 Lit. N 54380 4� : 0 61812021 �0 M E 0 rn o N � N C > E v E w 3 w w Q LL o 3 p LL w0 �_j U000 Z w -u O ce rn C7w �� a W M I. 30�x U) oa �LL w p � U-)i vry >� Z O Z W x� ~ 0 > p wM U a- � �H 0 � d O O Lu x ti C7 � 0 W F o� N > L Lu F N a z O V) K 0 >- • i ATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=60' �Lu V Q I� � Q J W �^' a Ld 0< J U/ I" I" I QLL LL W Q O u " 2 I..L 0 C) U) 0 0 2 0 U) JOB NO. 40919 SHEET NO. C6.04 7 L ROUTE PROJECT SautM1 oaLVillagei DESIGNERCG DATE 6/8/2021 ROUTE PROJECT SautM1 oaLVillagei DESIGNERCG DATE 6/8/2021 ROUTE PROJECT SoutM1 o.dVillagei DESIGNERCG DATE 6/8/2021 e, 00"` CHECKED: UNITS ENGLISH CHECKED: UNITS ENGLISN CHECKED: UNITS ENGLISN t,pLT 44 •, -i CLINT W. T >� SJIFFLEMimi 41,Af Lie. N. 5131<e 4� oil oil iG 61812021 4t� M E 0 0 rn U N � N C > E W ai E QjU0,0 Z Zj —i 5: 0 O w � 30'x V) oQ"=LL O (L cva W 0 K) U)i vry ~ Om wM 00 7 Z Z 0 W > p L U 0 M 0 0 0 W u o >LU N = a a Z 0 VI DATE 0 311812021 } DRAWN BY C. 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Ratlegelopment-Villagel Oesgned by CG LD-347 PROJECT: Southwood Redevelopment-Villagel DESIGNED BY: CIS STORM SEWER DESIGN COMPUTATIONS 'LOCATION ChatloOesHlle Checketl by HYDRAULIC GRADE LINE ANALYSIS cneokea: \\\44444044000 pLTk ()/0 STORM FREQUENCY 10 INCIDENCE PROBABILIT 10 Year ; 44 c ` as UNHS ENGLISH t �� �j- ; j� CLINT W. •:� 7SI�IFFLET >� ♦ • �Lic. N . S4380 or ZG nbiaizozi M E O O G1 U N N C > E w a E > y U N �i a o 3 p U. 0 wO `m ^R Q� U00 Z LU LU J -N C) Ce M �y I- Cn LU N � a W ED 3 O x U) LU Q =v 0 O i v N Z Z =aU O W U71 U) i N % O wM � U O w Z D 0 0 = ti � BJ LU 2 0 ti > N = a a Z O i/) DATE 3/18/2021 O } DRAWN BY C. GAYNER DESIGNED BY LD-347 PROJECT. Southwood Redevelopment -Village 1 DESIGNED BY: CG •• C. SHIFFLETT HYDRAULIC GRADE LINE ANALYSIS Checked • CHECKED BY INCIDENCE PROBABILITY 10 Year • C. SHIFFLETT • • SCALE N/A • • W J L0.347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS � ) Checked: _ 1J J INCIDENCE PROBABILITY 70 Year 0 ce z z o W > Q W J O z J J w Q LU Co U L0347 PROJECT: Southwood Redevelopment -Village 1 DESIGNED BY: CG Q HYDRAULIC GRADE LI NE ANALYSIS Checked L.L I NCI DENCE PROBASI LI T 10 Year �� 0 Uj w 7J Q L O W u °6 W O O T� i O JOB NO. 40919 SHEET NO. C6.06 DRAIN RUNOFF CA RAIN RUNOFF INVERT ELEVATION LENGTH PIPE FROM POINT TOPOINT AREA WEFF. 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d0ome 023 d15 d14 J3J IeJ dLL 58L 41] 418 41fi d09 d68 006 0.13 SO 649 d00 d8] 45186 451a3 4316 d00996 l5 Cuala 1 698 dW02e d30 d23 0.18 389 d53 e.19 536 417A 41s 41sA OD] d53 OD4 dO 536 495 d00 10] 45L33 45 LOL 3238 d00988 LS ('Eucula 1 696 d00@0 033 026 019 410 059 d13 549 419B 41fi4 4166 dDl d69 d01 018 Sag 492 doe 1_II 4509E 45037 5395 00100E LS Omuta 1 )00 d00m0 034 02] 020 43) d61 022 5)1 a19 ago als du ass dm do] sou 6sa duo o_bs asz3o asL9s 33z] dolezz u gmnla 1 zoo d00000 o2z dw d13 325 o3s o3] v] 501A SCQ4 Sao d00 doD d00 SW d00 823 444.26 44325 Sd56 dO1998 l8 Gfoola 1 1485 000610 d80 d96 d39 862 l95 DID S.ID 505 SC6 561 DD3 d]I e02 028 518 500 dOD 66] 4A55 49900 5459 dOL008 24 Orwla 1 22]I 000090 d]4 la6 Oal 628 136 d15 533 SW 508 SD5 D40 d64 e26 026 SD4 SOi dOD 655 48D_L6 4]9s5 SIJSO d00985 24 Orwla 1 2245 00009D d]4 1!5 d40 620 134 dL4 SL8 509 510 508 ODO 0110 dW Slq d00 d00 526 483-83 48344 1958 dOL992 24 ('Ecula 1 3193 000060 O55 d'N 032 ]51 L42 d04 504 so] sou 16s 15s o90 139 139 sou 6sa duo vo asz21 aaoss 6zs3 do199s za gmnla 1 346z dDolao d]o ow o39 929 zoo 031 v] INLET OR JUNCTION STA. INVERT R. OUTFLOW RR DEPTH OF FLOW OUTFLOW IXRLET WAIRi SUP�ACE REV. DN. RR Do (In/mm) DESIGN LBJGIH FIFE La (WN) FNCRON SLOPE, Sfo (FT4T) (NW) Ffdl:IION JUNCTION LOSS SURFACE ROIN Adj. M 13 M (RIM) Inlet SM1aping? YIN d5 H FEW) RNAL H (FVM) Inlet Water Surface Revafion Top of MR Top of Inlet Rev. ART✓pX AtljushreN7 pSCH_ LOSS Vo Cnntr_ Fb (Ft4.1) Vi Vi22g HiIE*pn) 035TNX. (V i2YLg) SKEW Angle K Bend H (FVM) Sum HL (RIM) Do M PPE (CFS/Ck115) (WN) (7) (2) (3) (4) (6) (6) (7) (6) (9) (i6) (it) (72) (73) (74) (75) (76) (76) (77) (i6) (79) 300 437.970 302 430.910 7.25 437.970 75 2.355 9.50 0.00776 0.077 5.247 0.707 0.000 0.000 0.000 0.0 0.00 0.000 0.107 2.355 0.139 YES 0.069 0.067 437.997 432.770 O.K. INLEr OR JUNLTIXJ STA. INVENT � OlffRdrV FIRE CEPfH CF F10W OUTFLOW FIRE OUTLET WATHi SURFA� RN. W_ FEE m (INmm) ®(;14 HSQL p (ff5/0.6) lE3iGTH LIFE Lo (FM.Q FTdCIION SLGE Sfo (FT/FD (Mf.Q FTdCIION LOSS H (R/I.Q JHJCfIIXJ LOSS SURFA� ROW Atl1. H1 1.3 HI (FVfv1) Inlet Slugngt YIN DS H (NAQ FINAL H (FI/Mf Inlet Water SurtarP Rev#Ion T[q a1 M1 T[gNlnle[ Rev_ AHROX Atllashra�tR V. CqV_ Ho (RR.Q Vi VI'LTg Iti(6pn) 03SM4X (V1212g) SIdyV Angle K BeM H (Fl/M) Sum HL NUM) (1) (2) (3) (4) (5) (6) (7) (B) (9) (t0) (11) (12) (13) (14) (15) (16) (16) (17) (16) (19) 400 432110 402 430.910 150 432110 18 5.653 3R92 0.00258 0.700 5.829 0.132 8.653 1.163 0.407 0.0 0.00 0.000 0.539 0.000 0.539 YES 0.269 0.370 432480 437.620 O.K 406 432.070 1.25 433.070 15 3.890 10.05 Q00297 Q029 8.853 0.291 8.554 1.136 0.3% 0.0 0.00 0.000 0.888 0.813 0.895 YES 0.447 0.477 433.547 438.970 O.K 408 432.4]0 7.25 433.547 15 2877 17269 0.00777 0.305 6554 0.204 8.79 0.]01 0.245 0.0 0.00 0.000 0.529 0.388 0.529 YES 0.265 0.570 43R978 445.650 O.K 410 438.950 7.25 439.950 75 2489 38.48 0.00132 0.057 8.717 0.175 7.371 0.844 0.295 0.0 0.00 0.000 0.470 0.000 0.470 YES 0.235 0.288 440.238 446.380 O.K 4188 444.000 1.25 445.000 15 1.110 47.82 0.00028 0.013 7.371 0.211 4.171 0.270 0.095 0.0 0.00 0.000 0.305 0.000 0.305 YES 0.753 0.185 448.805 458.800 O.K 476A 450.370 t25 451.370 75 t110 53.95 0.00026 0.014 4.171 0.088 4.103 0.261 0.091 0.0 0.00 0.000 0.159 0.044 0.159 YES 0.080 0.094 45t484 458.080 O.K 416 451.010 1.25 452010 15 1.086 3238 0.00024 0.008 4.103 0.065 3.886 0.239 0.082 0.0 0.00 0.000 0. 147 0.193 0.147 YES 0.074 0.082 452092 458.020 O.K 418 45t430 t25 452430 15 0.873 43.16 0.00016 0.007 3.886 0.059 3.247 0.169 0.057 0.0 0.00 0.000 0.716 0.475 0.151 YES 0.075 0.082 452512 458.710 O.K 420 45t960 t25 452960 15 0.458 33.27 0.00004 0.001 3.247 0.041 0.000 0.000 0.000 0.0 0.00 0.000 0.041 0.458 0.053 YES 0.027 0.028 452988 458.560 O.K 404A 431.310 t25 432480 15 3.118 26.75 0.00208 0.056 4.873 0.092 4.686 0.391 0.119 0.0 0.00 0.000 0.272 0.410 0.212 YES 0.106 0.161 432641 437.240 O.K 404 431.600 t25 432641 15 2708 106.fi6 0.0015] 0.167 4.6% 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.708 0.111 YES 0.055 O. Z22 432996 436.490 O.K 412 439.820 1.25 440.820 15 7.364 56.58 0.00041 0.023 5.664 0.125 3.W0 0.245 0.0% 0.0 0.00 0.000 0.211 0.504 0.2]4 YES 0.137 0.160 441.266 445.W0 O.K 414 441.050 1.25 442050 15 0.360 36.82 0.00003 0.001 3.833 O.OS/ 0.000 0.000 0.000 0.0 0.00 0.000 0.057 0.360 O.W4 YES 0.037 0.038 442088 446.240 O.K 412A 441.310 1.25 442310 15 0.408 4].72 0.00004 0.002 3.W0 0.06t 0.000 O.ODO 0.000 0.0 0.00 0.000 0.061 0.408 0.060 YES 0.040 0.041 442423 449.890 O.K INLET STA. INVHir R. DEPTH GERM OUTLET WATER OW. RPE DESIGN g6gl. LENGTH RPE FRICTION SLOPE, M. FRICTION LOSS JUNCTION LOSS Atlj_H[ Inlet Inlet Top of MR Con INLET OR JUNCTION STA NVBir � OUIRON RFE DR'IH OFR OIITR HIRE OUTLET WATER SURFAlF BF/. DA. FIRE Oo (Inlmn) DE9GN DSOs. Oo (ffS�Q.S) LBJGTH RIM Lo (RIM) R4CIIIXJ SLOPE, So (FIIFN BUM) FACTION LOSS M (RUM) JINCTpN LOSS Act H Inks SlNpirg? YIN OS H (FVT.A RNAL H lFm.O Inks Water Surtace Hwation Tap d MH Tap of lnki H.v_ ARROX Ac7ushrM7 Vo Cmtr. Fb (RIM1Q V82/2g H(Expn) 035'MAJC (Vi7/2g) SIV-W Apple K Bmtl H (NT.O SMn H. (R/MI SURFACE 13 Vi FEW/ H (RR.A (1) 2) (3) (4) (5) (6) (7) (8) (9) (10) 11) (12) (13) (14) (15) (18) (16) (17) (18) (18) 200 416550 202 413.950 200 415.550 24 17.081 15.83 0.00508 0.080 18.462 1.052 18.873 5.531 1.838 0.0 O.OD O.1100 2888 0.000 2888 YES 1.494 1.574 417.124 420.100 O.K 204A 415.380 200 417.124 24 28.827 89.57 0.01428 0.882 18.873 1.383 18.189 4.080 1.421 0.0 0.00 O.HIO 2804 0.000 2804 YES 1.402 2384 420.503 435860 O.K 204 420.720 200 422.320 24 28.827 30.42 0.01426 0.434 16189 1.015 10.789 1.807 0.833 0.0 O.OD O.1100 1.848 0.318 i.B48 YES 0.824 1.258 423.578 434.770 O.K 208 422.430 1.50 423.830 18 14.715 30.82 0.01748 0.539 10.353 0.418 10.270 1.838 0.573 0.0 0.00 0.000 0.889 0.805 0.889 YES 0.4% 1.033 424.863 435080 O.K 120 423.150 1.50 424.883 18 14.110 84.00 0.01807 1.029 10.270 0.409 8.382 0.834 0.222 0.0 O.OD 0.000 0.831 0.000 0.631 YES 0.316 1.344 426.008 431.910 O.K 108 424.530 1.50 428.008 18 3.187 81.43 0.00082 0.050 8.382 0.159 9.143 1.288 0.454 0.0 O.OD O.1100 0.813 0.237 0.613 YES 0306 0.357 426.385 432850 O.K 110 427.840 1.25 478.940 15 2851 9251 0.00150 0.139 9.143 0.325 8.724 0.702 0.248 0.0 O.OD O.1100 0.570 0.145 0.570 YES G285 0.424 432458 437000 O.K 112A 432.200 1.25 433.200 15 2508 127.73 0.00134 0.171 8.72M1 0.176 9.218 1.319 0.482 0.0 O.OD O.IXIO 0.837 0.593 0.828 YES G414 0.585 435.179 443870 O.K 112 438.280 1.25 438.280 15 1.813 43.07 0.00078 0.034 9.218 0.330 7.153 0.784 0.278 0.0 0.00 O.11f10 0.808 0.910 0.780 YES G395 0.429 441.122 445910 O.K 114 440.810 1.25 441.840 15 1.003 83.83 0.00021 0.018 7.153 0.188 5.741 0.512 0.179 0.0 O.OD O.IXIO 0.378 0.382 0.491 YES G248 0.263 445.334 445790 O.K 118 445.220 1.25 448.220 15 0.821 78.80 0.00008 0.006 5.741 0.128 0.000 0.000 0.000 0.0 O.OD O.1100 0.128 0.827 0.188 YES G083 0.089 448.478 453350 O.K 202A 428.320 1.25 428.320 15 0.314 57.58 0.00002 0.001 3.875 0.052 0.000 0.000 0.000 0.0 O.OD O.IXIO 0.052 0.314 O.1188 YES 0.034 0.035 429.623 433280 O.K 2088 428.820 200 430.420 24 15.803 58.OB 0.00440 0.258 10.789 0.452 10.817 1.750 0.613 0.0 O.OD 0.000 1.084 0.228 1.064 YES G532 0.788 431.208 438260 O.K 208 430.080 200 431.880 24 15.050 35.74 0.00394 0.141 10.817 0.438 10.512 1.716 0.601 0.0 O.OD 0.000 1.038 0.658 1.038 YES G519 0.880 432340 437.130 O.K 2108 430.8� 200 432.580 24 14.392 108.73 0.00380 0.392 10.512 0.428 10.483 1.708 0.597 0.0 0.00 0.000 1.026 0.110 1.026 YES 0513 0.905 434.028 440.350 O.K 210 433.230 200 434.830 24 14.154 55.90 0.00349 0.1% 10.483 0.427 10.387 1.879 0.587 0.0 O.OD 0.000 1.014 0.374 1.014 YES 0507 0.702 435.532 441.830 O.K 212 434.450 200 436.050 24 13.781 32.04 0.00331 0.106 10.397 0.420 10.375 1.671 0.585 0.0 0.00 0.000 1.005 0.156 1.005 YES 0502 0.608 436.658 441.870 O.K 214 435.200 200 436.800 24 13.825 40.46 0.00323 0.131 10.375 0.418 10.917 1.851 O.B48 0.0 0.00 O.1100 1.088 0.275 1.086 YES Q533 0.883 437.483 442430 O.K 220 438.320 200 437.920 24 12210 83.40 0.00258 0.218 10.917 0.483 7.782 0.936 0.327 0.0 O.OD O.HIO 0.780 0.359 0.780 YES 0385 0.811 43B172 445820 O.K 222 438.530 200 440.130 24 11.851 30.71 0.00244 0.075 7.782 0.234 8.700 1.175 0.41i 0.0 O.OD O.1100 0.845 0.248 O.B45 YES 0323 0.388 440.528 445950 O.K 228 440.080 1.50 441.280 18 8.880 34.83 0.00380 0.125 8.700 0.294 8803 1.149 0.402 0.0 O.OD O.IX10 0.886 0.281 0.886 YES 0348 0.473 441.753 445580 O.K 230 440.8� 1.50 442.080 18 8.399 49.78 0.00331 0.184 8.803 0.287 8.321 1.075 0.378 0.0 O.OD O.IX10 0.8B4 0.889 0.864 YES 0332 0.498 442.558 447.820 O.K 232 442.420 1.25 443.420 15 5.730 17.71 0.00701 0.124 8.321 0.269 7.784 0.843 0.330 0.0 O.OD 0.000 0.599 1.417 0.779 YES 0.389 0.513 443.933 448730 O.K 234 442.870 1.25 443.933 15 4.314 88.87 0.00397 0.345 7.794 0.238 7.140 0.782 0.277 0.0 O.OD O.1100 0.513 0.598 0.513 YES 0.256 0.602 445.187 448870 O.K 238 444.710 1.25 445.710 15 3.718 58.84 0.00285 0.188 7.140 0.188 0.000 0.000 0.000 0.0 O.OD O.IXIO 0.188 3.718 0.257 YES G129 0.288 448.280 45G 140 O.K 108 425.550 1.25 428.550 15 0.314 71.00 0.00002 0.001 2884 0.032 0.000 0.000 0.000 0.0 O.OD O.11f10 0.092 0.314 0.042 YES 0021 0.022 428572 432440 O.K 208A 430.080 1.50 431.280 18 0.871 35.52 0.00004 0.001 4.500 0.079 0.000 0.000 0.000 0.0 O.OD O.1100 0.079 0.871 0.102 YES G051 0.052 431.332 437280 O.K 210A 433.970 1.25 434.970 15 0.138 3200 0.00000 0.000 2250 0.020 0.000 0.000 0.000 0.0 O.OD 0.000 0.02D 0.138 0.028 YES G013 0.013 434.983 44G340 O.K 218 436.110 1.00 437.483 12 1.189 30.E 0.00098 0.030 5.556 0.120 8.128 0.583 0.204 0.0 O.OD 0.000 0.324 0.581 0.421 YES D211 0.241 437.704 442780 O.K 218 438.170 1.00 438.970 12 0.�8 18.12 0.00026 0.004 8.1� 0.148 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.808 0.190 YES 0085 0.099 439.084 443900 O.K 7248 440.0� 1.25 441.060 15 3.950 40.95 0.00333 0.136 7.615 0.225 8.161 1.034 0.382 0.0 0.00 0.000 0.587 0.718 0.587 YES 0294 0.430 441.490 448840 O.K 224 442.370 1.25 443.370 15 2.964 %.00 0.00188 0.184 8.161 0.259 5.792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0220 0.404 445.731 450.800 O.K 226A 445.410 1.25 446.410 15 1.473 57.42 0.00046 0.027 5.792 0.130 4.425 0.304 0.106 0.0 0.00 0.000 0.237 0.897 0.308 YES 0.154 0.180 446.886 452830 O.K 226 446.700 125 447.700 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.089 YES 0049 0.052 447.752 453320 O.K 714A 440.980 1.25 441.%0 15 0.695 29.79 0.00009 0.003 3.572 0.050 0.000 0.000 0.000 0.0 0.00 0.11(!0 0.050 0.645 0.064 YES 0032 0.035 442.015 447320 O.K 238 445.450 1.25 446.450 15 1.436 59.59 0.00044 0.026 5.761 0.129 5.636 0.494 0.173 0.0 0.00 0.1100 0.302 0.000 0.302 YES 0.151 0.177 446.971 454.280 O.K 242 449.090 1.25 450.090 15 1.341 63.86 0.00036 0.032 5.636 0.123 0.000 0.000 0.000 0.0 0.00 0.0110 0.123 1.341 0.760 YES QO80 0.112 451.081 456900 O.K 240 446.750 1.25 447.750 15 0.436 22.26 0.00004 0.001 4.072 0.064 0.000 0.000 0.000 0.0 0.00 0.l%10 0.064 0.438 0.084 YES 0.042 0.043 447.793 451.720 O.K L PROJECT SouthwoddRedewopment-VillageI ROAD COUNTY Albemarle(Zone2) CULVERT 501 VA NOAA Station Charlottesville HYDROLOGICAL DATA SHEET OF UNITS INGLISH CULVERT DESIGN FORM LD-269 ,R: DATE: ?R: DATE: Method: INPUT Roadway Width 28.7 It ROADWAY ELEVAT ION 456.53 It Road Length 100 Suface Type PA-VED Drainage Area: 3.317 Freeboard= #VALUE' ft Time of Concentration 5 Shldr. Elev. Lt.= It Shldr. Elev. Rt. ft DESIGN FLOWS Els€ Eli= L= S= SKEW- ELHWd= 454.54 452.94 ft 452.86 ft 121.9 ft 7.88% 0 0 It _ ______�_________________________________________ Hwi - ------ ------- DEPRESSION "n" Bed __ ___________ 0 in. 0.013 Stream Bed ""------------------ _____________ Elo= H Tl5'DEPTH TR' TW VEL. Channel lnv.EL. 443.25 ft 0.27 3.25 443.25 ft fps ft R.I. (years) FLOW (cfs) 10 Design 8.23 2 Check 6.43 25 Max 10.35 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming Inlet Edge Description: TOTAL OW PE HEADWATER CALCULATIONS CONTROL MINIMUM INLET CONTROL OUTLET CONTROL Smooth Tapered Inlet Throat FLOW Q BARREL Q/N HEADWATER ELEV OUTLET VEL SHOULDER ELEV. COMMENTS Single/ Multiple Conforming/Broken Back Culverts HWi/D HWi FALL ELHWi TW do (dc+D)/2 ho ke H ELHWo Mannrngs MATERIAL SHAPE Size(in) N cfs cfs ft ft ft It It 8 ft 8 It ft fps ft n Concrete Circtuar 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 14.30 6.43 6.4 0.98 1.47 0.08 454.33 0.25 0.98 1.24 1.24 0.20 0.70 445.19 454.33 13.34 10.35 10.4 1 1.31 1 1.96 1 0.08 1 454.82 11 0.30 1.24 1.37 1 1.37 0.20 1.82 446.43 454.82 15.21 Broken Back Culvert TAH,WATER DATA: TAILWATER RESULTS: ROADWAYDATA: ROAD WAY O VERTOPPING: LENGTH Elev. SKEW ° Channel Shape Triangular ..n.. 0.035 Discharge cfs Elevation ft Flow depth It Velocity fps Shear force PSI Roadway Width, ft 287 Overtopping Discharge Discharge cfs CIS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (R1V) Side Slope Rt: (1-t1V) Channel Slope, ft/ft 0.00 Surface Type PAVED 50.00 Design 443.52 0.27 3.25 L42 Top of Road Elevation, it 458.53 Design 0 0.00 18.00 Check 443.50 0.25 3.06 1.29 Length of Road, it 100 Check 0 0.00 0.0830 Max. 443.55 0.30 3.44 1.54 Max 0 0.00 „n„ TECHNICALFOOTNOTES: (1) USE Q/NBFORBOX CULVERTS (4)ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=TW or (de + D/2) (WHICHEVER IS GREATER) (2)HWi/D= HW/D OR HWi/D FROM DESIGN CHARTS (5) TWBASED ON DOWNSTREAM CONTROL OR FLOW (7)H=[1+ke+(29WL)/R133]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS /DISCUSS ION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HWIN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Streambed ENTRANCE: @ culvert face CULVERTSOFT byENSOFTEC, INC. PROJECT SouthwoddlRedeveopment-Village 1 ROAD COUNTY Albemarle(Zone2) CULVERT 509 VA NOAAStation Charlottesville HYDROLOGICAL DATA Method: RATIONAL Roadway Width 10 Drainage Area: 1.102 Acres SHEET OF UNITS ENGLISH It ROADWAY ELEVAT ION 488.00 It CULVERT DESIGN FORM ID-269 3R: DATE: 10/14r ER: DATE: RoadLength 25 Solace Type PAVED Freeboard= #VALUE' ft Time of Concentration 5 Minutes DESIGN FLOWS Shldr. Elsf= Eli= L= S= SKEW- Elev. Lt. = ELHW U 483.78 ft 483.70 It 19.58 ft 1.99% 0 ° 484.87 ft ft _ Hwi 1! - ------ ------ DEPRESSION "n" Bed --- ____ 0 in. 0.013 Stream Bed. ------_____ _____________ Elo= Shldr. Elev. Rt.- H TW DEPTH TW TW VEL. Channel Inv.EL. 483.31 It 0.55 5.02 483.52 It ft fps ft R.I. (years) FLOW (cfs) 10 Design 5.26 2 Check 2.25 25 Max 6.62 CULVERT DESCRIPTION: TYPE: Single/Multiple Conforming :::] Inlet Edge Description: Smooth Tapered Inlet Throat TOTAL FLOW Q cfs 'LOW PEI BARREL QIN cfs HEADWATER CALCULATIONS CONTROL HEADWATER ELEV 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 1 1 0.66 133 0.08 485.03 1 0.60 0.91 1.46 1.46 0.20 Bill 484.87 1 485.03 1 8.00 Broken Back Culvert TAI %VATER DATA: TAILWATERRESULTS: ROADWAYDATA: ROADWAYOVERTOPPING: LENGTH Elev. SKEW O Channel Shape Triangular I'll, 0.035 Discharge cfs Elevation It Flow depth It Velocity fps Sreaz farce PSI Roadway Width, ft 10 Discharge Overtopping Discharge cfs CfS Overtopping Elevation It Bottom Width, ft Side Slope Lt: (H:1V) Side Slope Rt: (H:1V) Channel Slope, Wit 0.00 Surface Type PAVED 3.00 Design 484.07 0.55 5.02 2.84 Top of Road Elevation, it 488 Design 0 0.00 4.00 Check 483.92 0.40 4.06 2.06 Length of Road, it 25 Check 0 0.00 0.0830 Max. 484.12 0.60 5.32 1 3.09 Max 0 0.00 'In" TECHNICALFOOTNOTES: (1) USE Q/NB FOR BOX CULVERTS (4) ELhi=HWi+ELi (INVERT OF INLET CONTROL SECTION) (6) ho=TW or (dc+D/2) (WHICHEVER IS GREATER) (2) HWi/D =HW/D ORHWi/D FROM DESIGN CHARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7) H= [1 +ke+ (29n2L)/RIII ]v2/2g (3) FALL = HWI - (ELHWd - ELsf); FALL IS ZERO FOR CULVERTS ON GRADE DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COMMENTS / DISCUSSION: CULVERT BARREL SELECTED HWd DESIGN HEADWATER i INLET SIZE: n: HIM, HW IN INLET CONTROL o OUTLET SHAPE: MATERIAL: HWo HW IN OUTLET CONTROL sf Strearabed ENTRANCE: @ culvert face CULVERTSOFT by ENSOFTEC, INC. � t pLT Ft fIF r0" j� CLINT W. •:� 7SFFLET >� �Af Lic. N S4380 4� 6/8/2021 ••,0 /05410,4.AL ��G,,•• ��I0t•01004 M E 0 0 u N � N 0 > E a E w 3 I- ww Q UMtj p LL 0 wO `mom ¢_j U0000 z o -i .. O ce rn (7 Lu N � a w � 30 �x U) oa "=LL w o to Un v ry >M z O Z W X F 0ry LU wM U o00 w 2 m H � 0 tY LU M O O W X ti (D 0 W 2 F 0 w ti ry w F N U o z O M 0 0 Y DATE 3/18/2021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W V J uJu I� 2!vzJ / LU O Q 0< U J m � L1J aLL U 0 � H LU Q p w LU J U 0 0 0 T� i 0 U) L JOB NO. 40919 SHEET NO. C6.07 1 — — — — — — — — — — — — I----------- / 0 0 I SCALE 1 "=100' ° I I o ° ° I I 0 100, 200' ° \ \ 0 000 IN %� t pLT Ft CIF ��� j� CLINT W. •:� 7SIUFFLET >� • 4-v Lie. N $4380 4� Z G biaizozl �v� I / °° + + � o / 0 1 I I I APPR XIMATE I o ° / o I r ° ° + I I LOC TION OF o ` 0-- l \ � I— —-- ___ =-_o_�---- 0 0 -�--- - --_- -- l° o - --L----- ------- 0 _-c 0 0—----9I ------- ° ° o o + o \\ i ' — — — GP GP OF GP / o \\\\ I 00/ /o \ i O /b � I °uFo 0o / o \ I o �VDOT-SIGHT 0 / I o \ \ DISTANCE �° F o I o \ \ \ \ / I EASEMENT 0 \ - +10 0 + ° o 00 / \\ o \\ e ll ' /1 o STREAM BUFFER/ ° 1/ ° o 0 o FLOOD PLAIN 10°\ CONSERVATION AREA o o � + ^ \ /o o / J 00° / \�bo o o /' / 0 / / \\ 0 �o / /00/ \ \ ° i ° - O ` ° —/ ° Ole ° ° o I O ° , ° ° / ° ° ° ° ° O o 0 0 0 o o o ° ° + / v o ( I / �: / v v v 7 v o° I I / / / vvvv vv ' I I vvvv / o 0o vvv / o I I +piN I I o \ Y Y•-Y YYYY Y Y Y 7 r )I ❑o 10 `M> _ I O� �II4\\ o o II \� u I II/� 7 Ito If A0° °o LI I O / 1\�� �` I 0 V� °`°° n q11, ° ° ', + 1b 01 o /�Ti VSJ/. AJ eo� ° �on L,/ PRIVATE20'SANITARY ° SEWER EASEMENTo( D.B. 2984 p. 688 0 °o o o o o o o Ooo \ o \ \ \ O i / 13 00 + \ / \\ �� o°o E20'SANITARY / / \.\/\ 1 \ 0 \ 00 W p + ~ . `� �� WER EASEMENT 00 + =UF` + + `� � D.B.2984A688 /� © LEGEND 1 \ \ \ ° ` ° 0 0 0 0 0 ° o ° \ v / / 7�/ (�/)�/ /'� BUFFER DISTURBED AREA rj °o o e ° ° o \� . moo\ O <✓ �/a� G ,/ 114, vvv v 0 0 0 + 0 \ \ 0 / O — — — _ V PROPOSED MITIGATION AREA / o o ° \ \\\ ^ / O I _ i _ G `I /+ ® FOREST SPACE TO BE DEDICATED) u\ °000 0° ` °00\` \\\v /, JI / Ili ���i ' i/�\ \V✓ / / 00 \ J TOTAL DISTURBED AREA 14,790 SF (0.34 AC) MITIGATION AREA REQUIRED (2X DISTURBED) 29,580 SF (0.68 AC) PROPOSED MITIGATION AREA (FOREST SPACE TO BE DEDICATED) 29,814 SF (0.68 AC) \ 1 \ °o ` + o�\`\" \ \ y / '�, C NOTE: MITIGATION AREA SHALL BE PROTECTED FROM ANY FUTURE DEVELOPMENT AND CAPTURED / o \ ° I \ �% O O //� �I n ` O WITHIN A PROPOSED EASEMENT. THIS AREA SHALL BE DELINEATED WITH SIGNS TO PREVENT �JO ° °°\\\ �j \ ` �� r �'1 /� // I VEGETATION REMOVAL. SIGNS TO BE PROVIDED BY THE COUNTY. ^� E 0 o N � N C > E v E w Lu Q U. o 3 p LL w 0 `6 j V oMo Z w —u O N v C7 W a vM 30V�)x U) o V) �i vry >m Z O Z W x� ~ 0 > p nO wM L U °- 00 O a M O O x ti 0 W oIN IN > Lu Lu F N a Z 0 W 0 0 L� DATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=100' W J 1� � z Q z o W O Q �--' Z _ J m 2 W o LL W w z Q � D w ° m Q C 0 U) 0 T� i ,0 V 1 JOB NO. 40919 SHEET NO. C6.08 ° ° 3 a a'O o o �z .2O o � c E w a c m a- O X w O 3 Z„ 0 22 o r � 3 0 d m 2 Y J N X C do dh 12 0 = d� E 06 a c 2c 10 a 0 0.2 a c m N 0 n ° c 0 nE L E I- L -44t pLT Ft ��F r00 _a) I a � c CLINT W.'>.� (O rn¢m 2 0c)CO 2 0 uic)cr ¢tO t coM = 2 uoi _c co�-ter t ul� - v/751�1FFLET > co Ov O O co O co (h H ..., (0 L 0 H (0 ~ -- �- (D • `,. 0' N Mo°' 168:DI-2B6ftThroat xrn tea"! min "' $rn 00vN o vN cor- D �o (O mr��vN� (ou?�co�c0 •,� rn 0) N o $ °' O N °D m rn ri : �o Lic. N S4380 4• O c r00NO W cO r NN a) W (OEM00 con Nc'�d) NOr co Cy) cDON� mMrMN v m0)v 1OM -IT • G • r STA 10+37.79 166: DI-3B 6 ft Throat n n M ^ r o r r r N • 6/ 8/ 2021 opM(nv r�NMMv mM(DWN7 CONOv mM(00)Nv rOOM Dv N+Q F m V N+Q F +r��H • �� cq+ooH =+rn°DODr TOP491.64 STA10+37.79 c� Oi��F M+o� c�+0ir0DF =c+DM�� orvv0 Mo orvv0 r� y G • 0°0� gocnvv� a�vv] 00>> oavv0 �rao� prvZZ +�~ prvZZ Orczz • `rS �� orvp rvzz p INV IN 481.40 (169) TOP491.97 prvzz p prvp prvzz p rvz p �¢a_-- O p�vp �¢a-- O ¢o -- O 0rc ��,4AL���` oF0> oF0» > INVIN480.96(601) INVIN480.35(167) NFO» > vF0> iiFO» > n¢i�0» u�(p�z z z oF0> �(p�z z zv~i�z z z 'c��4cc00N �UFz ��Fz z z INV OUT 480.77 (167) INV OUT 480.25 (165) CO(n�z z z w(0 ��Fz z z �0H_z z �0z 500 500 495 495 485 485 M E 0 0 U N � N 0 > E w ai E w w 3 Q LL 3 p LL w0 ", ¢_j U0000 Z o — ui O .. rn ce LINE C7 u�+Nv a w 30 =x (Vn w O c ==LL 0 l) ur)= v ry Z Z =v'u'n O W ~ Ery > p wMLu U av ow 2 O 0 " ­­ 4 _ 8­ HUPE a O 0 x ti c� w x o > N = arNLu O in DATE 311812021 0 } DRAWN BY C. GAYNER 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 12+50 DESIGNED BY STR 172 - STR 162 STR 164 - STR 158 STR 160 - STR 154 •� C. SHIFFLETT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 2 LO 2 Q umMi m is n ce v v a o o d o IL ��1•�1, r r r U) CO r 2 am u v 2 �. o 0) r o �n r c S V -- r LO -- L In L L V -'' L 7 V -- o . CD F CD r un F r r In 00 (O co 00 (n �o m co� cam �� Moroi moo 150:DI-3B6ftThroat moo mm � LO0)uoi ico N oo N� rmcn _�� v J mo0v co°N°�o00) v mv0(6c m��v STA10+40.05 m04 v mr0ouir v ° (i�v rL6vr v �v +coF +cov nH M+o'nvF �+ TOP 460.86 M}00 LO N(+o VvvHL roves =+(ov r+F ❑O(D� ❑O(O 04 7 00� r(nv Nu>V V (n ONE �+cnv fn r� rv0 vz z p Orvz z 0 prv0 INVIN455.13(153B) prvZ p prvz z 0 w rv0 rvz O w rp J LIt qlO (LO > Z Z ��OZ z Z uN��OZ INVIN453.76(151) Iq z ~0z z z o HOZ o�Oz z o ~> rcnH_ rcl) _ _ r(OH_ - _ rcnH_ INVOUT453.66(149) rm�_ _ rcnH_ _ _ n mom_ (n(nH_ _ (n (n_ 475 475 465 465 460 460 L� I 0 w/ z li w Q U) w a w J of J LL O Jw m W J a Q Dp > LL O 0 W � p O W/ U (n I..L 0O 0 2 D 5 (0 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 `� STR 154A - STR 150 STR 152 - STR 144 STR 502 - STR 500 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB NO. 0 50 40919 PROFILE SCALE SHEET NO. C7.00 EXISTING GRAD 495 495 PROPOSED GRADE 490 490 SANITARY 485 PIPE 16-15 � 485 171 9 .18' OF 169 *1'OF 15" HDPE 49.53' OF 480 480 @ 1.00% 1652HDPE 87.43' OF 1.00% 24�� HDPE @ 1.00% 475 475 470 470 PROPOSED 470 — — GRADE 470 \ EXISTING \ \ GRADE 465 465 8" WATER \ LINE \ 1' 460 460 ' MIN. 153A 37.79' OF 15" HDPE 1 38 OF 455 24" 455 @ 2. 0% 450 450 445 445 490 490 PROPOSED GRADE R 485 WATER 485 2.4� 8" WATER LINE STUB OUT 480 163 480 41.32' OF _ 15" HDPE @ 1.00% � 167q � 126.88' OF 475 124" HD 475 2.00% � — � � � 161 EXISTING 8% 1'1•,� GRADE 24^ DPE — 470 470 465 465 EXISTING GRADE 460 460 \ PROPOSED 8" WATER GRADE LINE 455 1' 3' MIN. \ 455 151 450 40.05' OF 15" HDPE @ 1.00% 149 101,g5.O 24°H TORM 450 2.00% ` PIPE 501 1.5' 445 119.92' OF 445 24" HDPE @ 1.00% 440 440 435 435 PROPOSED 480 GRADE 480 8" WATER LINE EXISTING 475 GRADE 475 1' \ 470 \ 470 159 37.7 ' OF 15j 15" HDPE 15 •�9'pF 465 @ 1 � 0% 24 � HDp 465 .50� 0 460 460 455 455 PROPOSED 8" WATER GRADE LINE 455 455 1.0 501 450 71.34' OF 450 18" RCP @ 5.25% 1. ' � SANITARY PIPE 54-53 � 445 STORM 445 PIPE 147 50 440 50.56' 18"R @2.p OF P % EXISTING GRADE 440 435 435 430 430 L_ It n (n 0); ht pLT If o � U) 136: DI-2B 6 ft Throat r LO H LO STA 13+26.58 m o N w rn uoi 144B: DI-26 6 ft Throat TOP 446.68 N coo i qT c? v STA 12+19.51 INV IN 440.62 143B N r` m 128: MH-1 Omv °Omui r` T ( ) rnm v m o F 04 m Cl) TOP 449.20 INV IN 437.29 (135) _ + STA 14+20.08 �� o o� INV IN442.33 143 C7� TOP437.50 •j CLINT W. >.• O�v0 O'VZZO ( ) INV IN438.60(137) ���?O •:� 7S1UFFLET >� H O > r O» > INV IN 443.31 (143A) INV OUT 437.19 (131) M � p» INV IN 427.88 (129) C • In � z 7, cn � ? ? ? INV OUT 442.23 (143B) rn � ? ? INV OUT 419.00 (127) : •o Lic. N .54380 4� 460 460 :'FG • 6/8/2021 m E 0 M o N N Q O > E w ai E w w 3 Q LL O 3 p LL - wO `mom ¢_j Uomo z 1 rn ca _ m m co � r 2 Q co r. Cl) w w- ui O 2 rn o mmm._. t uOm M N om P cliL C) L ^ F co `� Cl) 7 d O N LO F LO � �rn Lo �o ��Un c�u�+ a O �? r " O r_ O )O ` er O CA O 7 0 In 1 �- O °D (O O Z f 20 m O N N O O m N CA �NtO O W (O� W O E N �O) O F._V U CC)ON7 m00 V in cornrn Cl) ma01O M M CO QO�mV m4°r°0 Cl) NN(D O) V �' � {n Q (n ��rnF ���t coIt N�C0�7VF N�riH N+)rimvF 240: 12"Basin-Circular Grate =+���� ��vw p� OVO ov O O zz0 ov0 Dove M) o�ZZp =vry z2 o�v0 o�vz 0 D�vz 0 Druz -- O o�v0 �vzz STA10+00.00 ��v i�iQa> oaa» 00aa» toga>>>> d:Qa> �Qa-> TOP451.72 eoQa-- v>`° O w FO HO cyHO FO ZZ m�0O>Z> mF0>>> x Q n .. aU)FZ �tnH?? �coP �rnH-?--? �rn�? Cl)���?--Z INV OUT447.20(239) NwPP .4 1455 455 450 450 460 460 ° N > p wqT U qT �H O _N a O 13 O x ti c� w o > N aCo Q p z O i/) DATE 3/18/2021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 ���; STR 146 - STR 126 STR 142 - STR 136 STR 134 - STR 136A STR 240 - STR 238 m LO s` m HORIZ SCALE: 1"=50' ,� N Q N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' t v V v o 136: DI-2B 6 ft Throat VERT SCALE: 1"=5 N N VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 W C� m oo O °D STA 10+99.42 $o m�IC) co TOP 446.68 V� rn cow cOON"T N�Ujm"F INV IN440.62(143B) ��� �Nrnm 122:MH-1 m o C6 p o v z 0 126A: Cylinder r` = o STA 14+58.76 +o �y 0 � q - - 0 INV IN 437.29 (135) STA 10+00.00 x � N a + m v ~ 0�v0 �¢a>>> INV IN438.60(137) mlvz0 ��qz=O TOP419.10 Naa> m�Ozzz TOP424.10 aa- ¢Qa- INV IN411.52(123) J O Z INV OUT 437.19 (131) INV OUT 417.90 (125) 04 � z z C � OF z z INV OUT 411.12 (103) 0 460 460 440 440 0 50 J PROFILE SCALE H4 m \ Q / m OO O p) r O Q7 N 2O N 0 Cl) O2 L M N O O p L m V L N )O , co F n �N � F NCD CD . O 010 N O� iO0) LO N m� LO N CDOO � W W O 7 I.?t V 7 LO V m�M V m^°Dn LL7 7 mCN7 CA V V m�CA V SIN CO CA V ca Cl) Cl)"tI 0 7 V O m Z O m (O m O )O 0 10 UO p�v0 pvZ Z O m,vz 0 p�v0 ��vZ Z 0 p�vz z 0 W '^ It o~OZ C~ Z Z C\1 C z aHOZ Cl) Z Z C\1 z Z Q vJ �Cn H- �fnF- - - �Cn~- - NCn H- C\1 U) - - NCOF - - - 440 440 460 460 > LLJ a LL J J LL O Z O J w � m W J 0- 11 Q > O W� Z O O I..L 115 O O 7 `2 1 ,O V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 JOB NO. STR 132 - STR 136A SWM A - STR 104 STR 106 - STR 120 STR 242 - STR 225 40919 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' SHEET No. VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 C7.01 SANITARY PER EXISTING GRADE 455 � 455 \ � PROPOSED \ 8" WATER GRADE \ \ LINE \ 450 1' 450 a \ 'a 145 � � 445 38.24' OF 3' 11N. � -- 445 15" HDPE 143 181.26' OF m + � 24" HDPE � � 440 @ 1.50% 43B N z _ 440 24" IiCi1'E @ 1.50%� 455 455 450 450 PROPOSED GRADE 445 445 440 440 135A \ 48.27' OF 15" HDPE 135 51.1&' OF 435 @ 1.00% 15"' 5" 435 @ 1.00% EXISTING GRADE 430 430 425 425 -PROPOSED GRADE 450 450 445 445 EXISTING 'MIN. GRADE � � 8" WATER 1.6' LINE 141 440 63. \ 440 5" HOpF 139 @ 3.00/ 79.43' OF 137 24" HDPE 1.5' �55.20' OF @ 1.00% 24�' HDPE 435 �4 435 SANIT RY PIPE 5 -51 430 430 435 435 430 430 EXISTING PROPOSED GRADE GRADE 425 � 425 3' MIN. \ STORM \ 420 PIPE 201 420 \ 125 177.91 F 123A 1 415 415 @ 0.500 24" HDPE @ 0.50% INST LL STRUCTURE 126A PER 123 0 SEDIMENT BASIN DETAIL WHEN 165.78' OF 410 SEDIMENT BASIN TRANSITIONS IN O 410 DRY FOND, MODIFY STRUCTURE PROPOSED 445 GRADE 445 EXISTING GRADE 3' MIN. 8" WATER 440 \ ,LINE 440 133 44.59' OF 435 15" HDPE 435 @ 1.50% 430 430 425 425 PRO SED GRACE 435 435 r,-8,"WATREXISTIGLNE GRADE 430 430 1.0' 425 1 71�p' OF 1 425 9 A"HDPE 61.4 ' OF � @ 1.00% 18" H PE 420 420 ANITARY PIPE 6A-6 415 415 PROPOSED 455 GRADE 455 4' 450 450 EXI TING G DE 3g O 445 2 42 26' OF 445 DpE 440 440 435 435 EXISTI G RADE 455 \ 455 \ 3.5' PROPOSED MIN. GRADE 450 241 450 83.86' O 15" HDp O �° 2.00/ 445 237 445 .59' OF 1 HDpE @ 2.Op 440 440 435 435 L_ 116: DI-3B 6 ft Throat 114DI-3B 6 ft Throat 112: DI-3B 6 ft Throat STA 10+00.00 STA 10+76.90 STA 11+60.53 TOP0 IINVO'UT445.12(113)] TOP 449.79 TOP 445.91 (115) INV OUT 448.3115) INV IN 445.22 (115) INV IN 440.94 (113) 460 INV OUT 440.84 (111) 112A: DI-313 6 ft Throat STA 12+03.60 TOP 443.87 INV IN 438.26 (111) INV OUT 434.75 (111A) 110: DI-2B 6 It Throat STA 13+31.33 TOP 437.00 INV IN 432.20 (111A) INV OUT 432.10 (109) 108: DI-213 6 ft Throat STA 14+23.84 TOP 432.85 INV IN 427.94 (109) INV IN 425.55 (107) INV OUT 425.454119) 4 0 455 455 450 450 \ \ �s g116 \ 445 445 @q OP PROPOSED 00% 8 113 63' GRADE 1S3 h'O �P S00p tT\1VIN 440 440 TARY SANPIPE 8" WATER LINE 3ITARY 3 32A 7530)�1 /y� O� STUB OUT .00 AF \0 7 435 435 \ \ EXISTING �\ 111q \ RADE 127.73' OF \ \ 15 "HDp 430 2. 0 430 \ ` g2s109 16 F 50% 425 425 107 71.00' OF 15" HDPE @ 1.00% 420 420 415 1 415 m m M O N E O Cl)r O Cl)I O n 0 0 L y N 0 00 O Co v i2mooi v g CDv Z o o+ v Z 100: EW-1 for 27" or 30" Pipe )>>> ioN¢a> STA11+34.82 Z Z o�p0z z INV OUT 409.00 (101) 430 430 425 425 420 420 PROPOSED GRADE ` 415 415 \ EXISTING GRADE 410 \ 410 3 87.24'F 30" HDP 47 51 80F @ 1.50° 36" HDPE @ f.50% 405 405 400 400 395 395 ca Cl)O H N � r� V m o of co 0CNI 0 W 7 O CO F­ 7 =) O o> Na~i°z aan I 2 mLO(h O F N 04 N N C `7 I - CO N M V M N I, co04 ;M00NN IT Fn��ZZZO 04U)F z Z N rnH_ - - _ aan PROPOSE GRADE 435 435 L3MIN. 430 430 EXISTING 425 GRADE 425 203 57.56' OF 15" HDPE @ 2.00% 420 420 415 415 410 410 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 STR 122 -S11+00 TR 100 12+00 9+50 11+50 STR 116 -STR 108 STR 202A -STR 204 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 212: DI-313 6 ft Throat 216: DI-3B 6 It Throat STA 10+87.17 234: 24" Basin - Circular Grate ¢ m m STA 10+16.12 TOP 441.87 STA 10+56.94 0 N o N ° N p ¢ r; Cl) 2 M Q N TOP 442.76 M INV IN 435.20 (213) N 2 m N L � N l0 N L M y LO W v TOP 449.94 L M t N 222: DI-213 6 ft Throat N " L N Co v N INV IN 438.17 (217) INV OUT 435.09 (211) H vco H v°o vco H voo �N INV IN 444.71 (235) x 04 �, °4 x co ro STA 12+46.11 (D 0) o N Co N M m o 222: DI-213 6 ft Throat 222: DI-26 6 ft Throat 214: DI-2A INV OUT 436.72 (215) Cl) N Cn v + : DI- B ft Throat 2 2:DI B ftThro t N V o m �v TA12 2 .17 - �M 0 3 6 oa INV OUT 444.61 233 3 3 6 a TOP 445.35 Com • M c v � v S 6 STA 10 00.00 220: DI 3B 6 ft Throat STA 11 14.11 coM ( ) � N � (0 0 Q1 � � O rON V 7 m cocD (O 7 6 7 N O V VOO V m N m V � N V + v - v V + - M co STA 11 19.21 - STA 11 43.81 N � I I 22 : DI B ft Throat t v TOP 445.35 I 236: 24" Basin Circular Grate N w NV N 440 06 2236 6 3 6 oa N TOP 445.35 STA 10 30.71 TOP 442.43 218: 12" Basin Circular Grate + qT H i+ F ( ) + N 7 ~ i+ 0 7 ~ + O 7 N+ N 7 V H V C] N Op ° Z o`" Z 0 �a O ov TOP441.93 + - - + - + - TOP 448.73 v INV IN 44 227 STA 10 00.00 INV IN 440.06 2236 I I I I TA 1 STA10 0000 Druz O o� z O 008( ) vz O ❑�vz _ O m�v_ Z O ( ) NV N44006(223B) TOP44562 NV N43611 (215) S 0 0000 p�vZ z O TOP 450.14 INV IN 442.87 (233) MHO Z Z N � O z z INV OUT 438.84 (221) TOP 453.32 N O > > N O > z > N O Z > > INV IN 440.08 (227) INV IN 440.08 (227) INV IN 438.53 (221) INV IN 436.32 (219) TOP 443.90 00 > > > INV IN 434.45 (211) INV OUT 445.71 (235) INV OUT 442.77 (231) N C0 H _ _ N w P _ _ INV OUT 447.30 (225) N m ? ? N Co H ? - Z_ N m - z Z INV OUT 438.84 (221) INV OUT 438.84 (221) INV OUT 438.40 (219) INV OUT 436.01 (213) INV OUT 438.90 (217) c4 cn H ? ? ? INV OUT 434.35 (209) a�6 a�6 Asn a EXISTING GRADE / PROPOS D 450 GRADE 450 3' -- -� MIN. 445 445 235 56.94 ' OF 15" HDPE23 @ 1.75% 86.87 OF 15" H 440 @ 2.0 PE % 229 440 231tHDppS F 34.83' F 17.71'OF @ 200 18" Hpp 15" HDPE @ 2.00% @ 2.00% 435 435 430 430 455 455 ROPOSE RADE 8" WATER 4" NA ER LINE \ LIPIE TO FHA EXISTING 450 GRADE 450 1' 1' \ MIN. IN. \ 1' 445 MIN. 25 O / / 445 2 OF SANITARY 15" j MIN. PIPE43-42 @2p�PE g 223 8 0p1 LHOpE 225 15 OF 29.79' OF @ 3'0p% O 440 15" HDPE 440 101 @ 2.00% 40. 15" DPf @2. o 435 435 EXISTING GRADE 450 450 PROPOSED GRADE 445 445 8" WATER LINE 440 440 221 30.71' OF 219 24" HDPE 83 • 0'OF 435 @ 1.00% 1' D 435 IN. 2. o% SANITARY SANITARY PIPE 41-9 PIP 42-41 430 1 430 0 50 PROFILE SCALE m m o 2 rn F W Lo co to OR OD 0 M M coo v m W M N n + H v 017Z O N� (AZ Z a6n 210 : DI-3B 6 ft Throat STA 1+75.12 TOP 440.43 i INV 114 433.23 (209) 445 \ INV 14 433.97 (209A) 445 PROPOSED GRADE T MIN. 8 EXISTING 440 WATER GRADE 440 8" WATER 217 1.2' LINE \ 16.12' OF 1.2' 12" HDPE @ 4.50% 435 4 435 215 213 30.60' OF 40.45' OF 1.3' 12" HDPE 24" HDPE @ 2.00% @ 2.00% 20 32' 32.04' OF 108 430 SANITARY 24" HDPE 738 O 430 PIPE 10-9 @ 2.00% 209 PE @ 2.00 % 55.90' F 24" HDF E @ 2.00° 425 425 tpLT it, 000 j� CLINT W. •:� 2SFFLET >� 0- 0 Lie IN S4380 or rj6/812021 0N040#0 M E 0 0 u N � N 0 Q O > E w a E i H_ U N UM�i Q 3 p LL 0 w0 `mom 0 W L M Q�_j Voo Jce -u N C7W NV w � 30'x oa =LL U-) _ N =v>� F Q EO10 N 00 W M a� U U) o 1.2 O W U) w � U O W a O Lu W o; F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN z W U7 > LLJ LL a J_ of LL 0 Z Jw m W J a Q > LL O W Z p 0 o U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.02 9+50 10+00 11+00 12+00 STR 236 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 13+00 9+50 10+00 11+00 12+00 STR 226 - STR 222 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 13+00 9+50 10+00 11+00 STR 222 - STR 214 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 9+50 10+00 11+00 12+00 STR 218 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 204: DI-2B 6 ft Throat STA 10+94.81 TOP 435.35 INV IN 428.82 (207B) INV IN 422.43 (205) Q o 202: MH-1 INV IN 428.32 (203) Mo 0. STA 11+94.81 INV OUT 421.93 (203A) c" m TOP 420.10 120: 36" Basin - Dome Grate 206: DI-3B 6 ft Throat .,Zr 0 m INV IN 415.36 (203B) STA 10+00.00 STA 10+64.00 = + N IT INV OUT 414.90 (201) TOP 431.91 TOP 435.09 CO c Z 0 200: ES-1 for 24 inch Pipe INV IN 424.53 (119) INV IN 423.15 (205A) ¢ o > OP STA 12+10.64 I INV OUT 424.43 (205A) INV OUT 423.05 (205) N U)) z z INV OUT 413.95 (201) 4an I I 4an ca 0 m Ira n r 2 Q m M r N N N C N N N 00 H- 00 rn c) 0) 208:DI-2B6ftThroat mL6N� C) o N 000�0 V 00 N CIi 00 STA 10+00.00 C� ) co o v m 0) Cl) Co "t TOP 437.68 o co z 0 V z Z It O Cl) z z 7 Z z z INV IN 430.96 (209B) c I 0 Q Q. > » O 0 ¢ o > >> > z INV OUT 430.79 (207) N z z z N U) (n O z z z aa5 I 4a5 440 440 EXISTING GRADE PROPOSED GRACE 435 435 430 0 5.74' OF 2078 430 O 211, "HDPE 5 .09' OF 2.00% 2 „HDPE @ 2.00% 425 425 420 420 9+50 10+00 11+00 STR 208 - STR 204 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 435 435 8" WATER / \ LINE \ SANITARY 430 PIPE 7-6B 430 PROPOSE 425 GRADE 425 \ EXISTING 205A \ GRADE 4 015 800, HDpE O1"F 420 @730.82, 2'p0% H 03 ? 420 00% 24 le OF h'op @ 00% \ 6g ? 219 •S ('O 415 415 Oo 1 MIN. 201 STORM PIPE 123 15.83' OF 410 24" HDPE 410 @ 6.00% 405 405 12+00 9+50 10+00 406: 24" Basin - Circular Grate STA 13+04.75 TOP 436.91 ri INV IN 432.47 (407) v V Lo LO v V N INV OUT 432.37 (405) 00Ci O N "' 1-- v (6 0) 00 CO MM7d)7 408: 24" Basin - Circular Grate 414: DI-3B 6 ft Throat + ,d v F = O) o6 F STA 11+31.86 STA 10+00.00 S v z z �0 g v Z z z) TOP 445.65 TOP 446.24 i i ¢ a- > > > OF- z o ¢ a > > > INV IN 438.95 (409) INV OUT 441.79 (413) v U)) z z v co F- z z z INV OUT 438.52 (407) 455 11+00 12+00 STR 120 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 402: MH-1 STA 13+14.80 TOP 437.62 40413: 18" Basin - Solid Top INV IN 431.31 (403A) STA 10+79.74 INV IN 432.07 (405) TOP 438.40 INV OUT 431.21 (401) INV IN 431.84 (403) 404: 18" Basin -Circular Grate INV OUT 431.74 (403B) STA 10+00.00 TOP 436.45 INV OUT 432.24 (403) 455 4an EXISTING 450 G 3RADE 450 \ 445 445 PROPOSED 413 \ GRADE 440 \ 440 5 1HDPE .58,OF 409 ' MIN.\ 2.00% 1 „HDPE 3.46'OFCa � 2.00% 15 'HDPE \ @ .00% 435 435 1 ? 8g, _ OF @3.5p Flop F 430 405 430 15" HDPE @ 3.00% 425 425 9+50 10+00 11+00 12+00 STR 414 - STR 402 302: DI-3C 6 ft Throat STA 10+00.00 300: ES-1 for 15 inch Pipe TOP 432.80 STA 10+09.50 INV OUT 431.01 (301) INV OUT 430.91 (301) 4a5 AAR 440 440 PROP SED 435 GRADE 435 430 430 301 9.50' OF 15" HDPE EXISTING @ 1.00% 425 GRADE-1425 420 420 415 415 n cc 2 r; a, v m 2 v H v to H V cn r- 0 00 0' M (n $ Co M M M N DI-3B 6 ft Throat 416B: MH-1 420: DI-3B 6 ft Thrcat 00 M r n + v roc2 M+ m LO vSTA 11+08.81 STA 11+62.76 STA 10+00.00 5 o'rZ =O 5 v z TOP 458.06 TOP 456.80 TOP 458.56 m F EL> > 6 O[416A: F a- > >INV IN 451.01 (417A) INV IN 450.37 (417B) INV OUT 7512.30 (419) v U) F z z v rn F z zINV OUT 450.91 (417B INV OUT 4446.38 (415) 465 465 EXISTING G DE PROPOSED 460 GRADE E 460 8" WATER LINE 8" WATER LSE 455 455 1' \ 419 450 3 .27' OF 417A \ 450 @ 1.00% MIN. 15„ HD E OF T MIN. 5" H OPE SANITARY @ 1.00% PI E 34-33A 445 417 445 43.16' OF 41> 7S 15" HDPE 1611%'O @ 1.00% @ S00% 440 440 435 435 13+00 9+50 10+00 11+00 9+50 STR 302 - STR 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ¢ 402: MH-1 m o STA 11+34.18 o OP 437362 CO VIN41IN.31 (403A) ? v 10 c) INV IN 432.07 (405) o � C) F INV OUT 431.21 (401) C) z 0 400: ES-1 for 18 inch Pipe F a0 > Oj STA 11+73.08 (n z z INV OUT 430.91 (401) 45n ISTING GIMDE \�E 445 445 440 PROPOSED 440 GRADE r'M33 435 435 403 4 430 79.74' O 403A 01 430 @ 0.500 15" HDPE 38. 18" V OF DPE 403B o @ 0.70 /o p@ 0 77% 27.69' OF 15" HDPE @ 0.50% 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 INV IN 483.83 (509) 495 -410: MH-1 STA 12+10.37 TOP 448.38 INV IN 444.00 (415) INV IN 439.82 (411) INV OUT 439.72 (409) 10+00 11+00 12+00 12+50 STR 420 - STR 410 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 o r; ccoo o 0) l, ~ � � ~ 0 00 (O N CCR CO d) OO� � h C0 O 0) U(0r)'tOr�O) N)w"t F co+ v V N �(V (Or ^� NtooO V VVc?+00 � S 1�Z0 -L CD 5 504:ES-1for24inchPipe zzp 66¢a >> 6¢a- STA ¢0 OZ ¢o--- �OZzzL(01 Lo� Pzz INV OUT479.00(505) WU)1 495 5nn 5n0 490 EXI 1GR%DE 3TING 490 _ PROPOSED 12" WATER GRADE ENE C NTURY \ LI K LINE 485 T P=482.88 485 1' \ MIN. 509 19 58, OF 2 " RCP 480 @ 00% 480 507 51.8 ' OF 24RCP 505 @ 1' 0% 54.57 OF 475 24" H PE 475 CENTL RY @ 1' 0% LINK L NE TOP=47 .52 470 470 12+00 9+50 10+00 11+00 STR 510 - STR 504 EXISTING GRADE 495 495 PROPOSED \ GRADE 490 490 8" WATER LINE 3' MIN. 485 4.3' 485 480 62601-P-2, 480 24"HDPE @ 2.00% 475 475 12+00 9+50 10+00 11+00 STR 600 - STR 168 0 50 PROFILE SCALE j� CLINT W. •:� 2SFFLET >� 0- 0 Lie. IN S4380 49 61812021 ••,� /�510,4.AL V'#G,,•• 0NNeeaN� ^� E 0 0 U N � N 0 > E w a E w w 3 ¢ LL % 3 LL O w 0 m [Y W L M ¢� J U 00 W J00 -N .. C7W NV w 30'x LL V) _ N =v>� F ¢ . EO10 N 00 W M a� M 0 x c� 0 x 0 w Lu x U z 0 V) K 0 0 r am O ce 0 U U) Lu 0 1 Z 0 W U w � U O w a w ti LU w o; Lu 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > W a w J of LL of 0 Z 0 Jw m W J a Q > O W� Q o W U) 0. 0 0 0 `2 1 ,0 V 1 JOB NO. 40919 SHEET NO. C7.03 L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 -44t pLT Ft ��F III CLINT W. M 7SFFLET > m ,n m m . • co = ° M Q Ln M _ M �Af Lic. N S131<e 4� _ - co L " � G 6/8/2021 vim: xo �a � � � � c�0c) t m00 Mac'no c"o v °D�a m m�Mo (0 00 Lo ,II;*10,4.AL V'#G���l O 7 V CV + F N N V O O W V Q m mprj C]�'tZ Z O �o�� j ��c�oZ ~ o n 2 q O Q cy) O�aO u) >> > () o-Z O 66I It O = N F v - v��. �FOZ �tn�zzz ~Ozz ,ul zz ~ rn v cm � cl) � O ~ - - � � � - 208B: DI-2B 6 ft Throat M o $ Cy 475 475 o E o M m M cv m o Co roi STA 10+35.52 ° m0t07 mNNN M v MONK TOP436.82 "� c } F + N + °' v 0 v INV IN 430.08 (207) > E �o t �oqTZZ w E O O o OL > INV IN 430.08 (207A) _ a H 0>" H O z» w CO z INV OUT 429.98 (207B) H W 'N 3 _ _zz 455 O~ O~ 455 445 445 a 0 3 PROPOSEDp LL — wO `mom V 0Mo Z a —ui O .. P rn C7(A � a Lu w 30 =x VU) w oa =LL p �i vry Z Z =�a� O W ~ Pm > p tni TMIN.1" wM U 00 �H ca O � CE a O O W x ti c� w 0 CE x orN > N = aLu Z O in DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B 00 9+50 10+°°STR 156 - STR0154B 2+00 9+5STR 208A - STR 208B 00 • C. SHIFFLEIT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE AS SHOWN 0 ¢ 0- cc • n o 2 _ r 0 50 = v V r PROFILE SCALE ~ q I- 170A: MH-1 m cD 0 ro CD o co °Mo STA 11+25.46 W m+ m m °+ CD w co F TOP 489.88 (i m m Q m ¢ 1 00 p o'0 Z O INV IN 483.23 (169A) `J = N L N t mQ n��0> NF0>Oj INV IN 483.00 (171A) � v � (n F— � Cn � ? ? INV OUT 482.90 (169) � C14 210B: DI-3B 6 ft ThroatLo ry 224B: DI-2B 6 ft Throat � w LoI'll a? 500 00 m�vm STA10+32.00 m9av STA10+29.79 m�rnv �roco't J M O M M O M V MOW V r 0, � 7 0 TOP 440.43 0 TOP 446.84 0 v v +o� +c-� +mom+rvvH I� 00�o INV IN433.23(209) 00�0 INV IN442.37(223) DODO o�v?Z0 Qo F > INV IN 433.97 (209A) N F a0 > INV IN 440.98 (223A) N F a0 > i. z > > % C-1 W z INV OUT 433.13 (209B) a En � Z INV OUT 440.88 ff3B) v cn � Z v O r - z ? 450 450 455 455 455 455-7 w/ z li w Q � > w a w J_ OZ o Jw m W J a Q LU LL O W p O 24 W/ U U7 I..L 0 O O `2 1 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 D STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A PROFILE O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 JOB NO. 40919 SHEET NO. C7.04 is. EXI TING GRADE PROPOSED 450 G DE 450 j3'7MI445 445 " WATER 143A LINE 2.70' OF 5" HDPE 440 1.0 ° 440 435 435 430 430 445 445 EXI TING G DE PR POSED G DE 440 440 3' MIN. " WATER INE 1' 435 435 209A 2.00' OF 5" HDPE 1.00% 430 430 425 425 � E ISTING GRADE 470 470 G DE 8" WATER LINE 1.5' MIN. 465 465 3' MIN. 155 37.80' OF 153C 15" HDPE 2 n06'OF 460 @ 2.00% HDPE 1 53 460 2 HD F P 2. so 455 455 450 450 445 445 450 450 EXISTING G DE 3' MIN. 445 PROPOSED 445 RADE 1' 8' WATER OL NE 440 440 1.7' SANITARY PIPE 42-41 223A 29.79' F 435 435 @ 1.00° 430 430 PROPOSE 450 GRADE 450 SANITARY \ \ EXISTING GRADE IPE 33A-33 445 445 3' MIN. .5' 440 411q O 47.12� 440 „HDPE @ 2.00/ 435 435 430 430 440 440 EXISTING G DE 435 435 P OPOSED GRADE 1' 8" WATER LINE 430 430 5.52' OF EXISTING � GRADE 495 495 PRO OSED GRA E 490 490 3' 12" ATER MIN. LIN 485 � 485 MIN. 171 90.18' F 71A 15" HD E 35.28' OF @ 1.00% 15" HDPE 480 480 0 475 475 470 470 L DROP MANHOLE -44 pLTk ��Fr00 DROP MANHOLE rill TA 13+57.20 13 STA 11+69.03 TIJE A 12+66.37 P 453.89 STA 16+08.56STA 10+00.00 TOP 459.03 P 456.09 IN 445.72 (12-11)TOP 446.28 CL1NT W. 14 TOP464.27 INV IN 454.39 (14-13) IN 448.65 (13-12) IN 438.94 (51-11) INV IN 436.32 (11-10)/SI�IFFLEINV OUT 459.46 (14-13) INV OUT 451.57 (13-12)NV OUT 448.45 (12-11OUT 438.83 (11-10) INV OUT 436.12 (10-9) / 470 470 Lie. N . S4 0 4� rj 61812021Slo 000 NAL � ^� E 0 0 u N N 0 > E w v E w w 3 Q LL o 3 p LL 0 wO `mom � V oMo Z a -ui O w rn a W M 3: O x U) w p � �i vry Z Z x�a� O W GRADE ~ 0 > p wMLu U ca 00 90 O vi a M M O O x ti w 0 x F o > N Lu = a a z O i/I DATE 311812021 0 } DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLE7T • CHECKED BY • C. SHIFFLEIT SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 • STR 14 - STR 10 HORIZ SCALE: 1"=50' • VERT SCALE: 1 "=5 (WIC V STA 10+66.24 J STA 10+00.00 51 11 TOP 453.89 STA 11+84.49 53 52 STA 12+64.38 I� TOP 453.84 INV IN 445.72 (12-11) STA 10+00.00 TOP 489.57 TOP 485.05 INV IN 439.80 (FUTURE IN) INV IN 438.94 (51-11) 54 TOP 492.72 INV IN 483.02 (54-53) INV IN 478.83 (53-52) > INV OUT 439.60 (51-11) INV OUT 438.83 (11-10) INV OUT 486.71 (54-53) INV OUT 482.82 (53-52) INV OUT 476.25 (FUTURE OUT) 460 460 500 500 0 1 w/ z li WQW > w a w J LL O Z O LINEJ w W J a Q O W � � I - -Z�:_ �:�4 O W/ I..L 0 O O 2 5 ,0 V 1 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 STR 51 - STR 11 STR 54 - STR 52 o JOB NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 50 40919 PROFILE SCALE SHEET No. C7.05 465 \ 465 � EXISTING GRADE 460 � 460 455 \ 455 S ORM � \ PI 501 � / \ 1.5' PROPOSED 450 450 '12 � �' 8.. pF ucti/e tron 30p/ \_ 12'11 445 8"D 84�OF � 445 @ orOn .Op STO M PIPE 1 9 \ 440 440 1' MIN. 1 p 251.36' OF I 435 8" Ductile 435 @ 1.00% JMJ"art) Q � M °° W J M J(DJ� 43O 430 Qu�Qu� in u� Q Q�Q� 425 � � � can a 425 PROPOSED GRADE EXISTING GRADE 455 455 8" WATER LINE 450 450 445 ' 445 STORM PIPE 143 440 440 51-11 � 66.24' OF 8" Ductile Iro @ 1.00% 435 435 430 430 495 495 - - - EXISTING � RADE PROPOSED � \ GRADE 490 8" W TER 490 3.5' MIN. � 8" WAT R 1.5' LINE MIN. � �� \ 485 485 84.49' OF � 2.3' 8" pVC 2� 8" WA ER 2 Opp LINE 1.5' 480 S3 � MIN. 480 8„A8 O,c STORM SO�o PIPE 167 475 475 470 470 L . -44t pLT Ft CIF �00 j� CLINT W. •:� 7SFFLET >� 0- 0 Lie. N S4380 4� rj6/812021 �v�; ••,� 5lo,4.AL ��G,,•• MANHOLE 8 STA 12+76.40 TOP 438.41 INV IN 430.47 (9-8) o E MANHOLE INV OUT 429.19 (8-7) 60" INT. DROP MANHOLE 0 MANHOLE STA 11+46.06 MANHOLE STA 15+86.96 MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE EXISTING MANHOLE c STA 10+00.00 9 TOP 442.30 STA 13+28.62 TOP 430.63 6 STA 16+39.47 STA 18+91.38 STA 19+78.11 STA 20+91.00 STA 21+79.99 STA 22+14.99 > E 10 TOP 446.28 INV IN 434.30 (41-9) 7 TOP 437.98 INV IN 426.44 (31-6) 5 TOP 427.36 TOP 422.65 4 TOP 419.51 3 TOP 413.93 2 TOP 406.00 1 X' TOP 407.18 w a E INV IN 436.32 (11-10) INV IN 433.20 (10-9) INV IN 428.41 (8-7) INV IN 419.51 (6A-6) INV IN 418.52 (6-5) INV IN 414.54 (5-4) INV IN 413.04 (4-3) INV IN 406.07 (3-2) INV IN 400.53 (2-1) INV IN 397.43 (1-EX.1) W 'N ; 455 INV OUT 436.12 (10-9) INV OUT 433.08 (9-8) INV OUT 428.21 (7-6B) INV OUT 419.31 (6-5) INV OUT 418.32 (5-4) INV OUT 414.34 (4-3) INV OUT 412.84 (3-2) INV OUT 405.87 (2-1) NV OUT 400.33 (1-EX. INV O 5T 397.23 (EX-1 B) ¢ UM g p LL o 0 wO `mom � V oMo Z a -ui O .. P rn C7 LU �� a w �i 0 = x U w oa ==LL p �n �i vry Z Z =a� O W ~ 0m > p wM L U Co ow 2 O a O O W x ti cD w F o > N LU = a a z O i/I DATE qzL 0 311812021 } DRAWN BY C. GAYNER • DESIGNED BY 5. • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN Of C14 • OC (WIC V J I� Cn I 0 w/ z li C LU a w G a w J _j LL Oz O J w � Co a WJ Q Ll- W z o o W" 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 0 STR 10 - EX 1 L.L HORIZ SCALE: 1 "=50' Q VERT SCALE: 1 "=5 O 00 `2 1 5 ,0 V 1 JOB NO. 0 0 50 40919 PROFILE SCALE SHEET NO. C7.06 60" INT. DROP MAN OLE STA 15+ 3.94 6A TOP 4 2.94 I V IN 424.31 (6 -6A) 450 IN OUT 421.40 ( A-6) 450 MANHOLE STA 14+55.00 6B TOP 434.78 INV I 425.37 (7-66) INV OUT 25.17 (6B-6A) 445 - 445 / W TER SERVICE LINE, � D PTH APPROXI ATE � � 440 440 8" W TER � 8" W � LINE TER PROPO ED LINE GRADE STORM 1 MIN. PIPE 213 3.5' MI \ 435 435 10-g \ 146.Og� OF ST RM \ 8" pVC PIP 209B \ \ rr ATER2.00%STORM "WATER 430 1'7 PIPE 203 430 �o �� � ¢� C moo+ o �+ ch ri + HN ✓3 52.2'OF 7 \ -�- EXISTING J � J � � Q � 8" "Duct 'le Iron 6 --- � GRADE @ 1. 0% 126.38 425 L . -44t pLT Ft CIF �00 j� CLINT W. •:� 7SFFLET >� 0- 0 Lie. N S4380 4� rj6/812021 �v�; ••,� /�5lo,4.AL ��G,,•• 0NNeeN,� ^� E 0 0 u N � N 0 > E w a E w w 3 Q LL o 3 p LL - wOLU `mom V 0000 Z a w -ui O P rn MANHOLE STA 15+g1.48 V' W- ram- a 60" INT. DROP MANHOLE z � 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 = 33A-33 � x v N z ;zINV IN 444.44 ( ) INV OUT 430.07 (31-6) = v O w INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE a , MANHOLE 32A MANHOLE MANHOLE A 6+6405 ) J~ w P3UMANHOLE STA 11+80.23 STA 3+33.40 SOTA 15+06.26 403 233A NTOP TPSTA 10+00.TOP 454.17 447439.65 NV26.44 316 TOP46200 34V1916 00 .18 -33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 448.35 (34 TIJ�ININ456A INV OUT 45165(34-33A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31 VOUT19143(6-5445 OO � � a 0 O O W x ti W 0 MANHOLE _ MANHOLE MANHOLE STA 11+46.06 MANHOLE 42 STA 11+30.23 STA 13+53.72 41 9 TOP 442.30 N STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) LU 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (10((-9) x 460 INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9 8) z 0 i/I DATE � 311812021 0 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT OL • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN • • 1� V I� w/ z li w Q U) > w a w J c LL O� J w 9+50 10+00 11+00 2+00 13+00 14+00 15+00 m a STR 43 - STR 9 W Q HORIZ SCALE: 1 "=50' � % O VERT SCALE: 1"=5 w z J 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 �� \ 450 -33q 180.23' \ 8" ATER g�� pV � 3.5' MI . LINE @ Z.00 3q 33 445 8 8�' \ S ORM 445 J 2' �JQ (fl 0' �JQ� r �' J^ � J� � N @ C 00% 1' MIN 1.5'\ PI E113 Q o Q o Q f� o Q� � Q� MIN. -I'MIN. PROPOSED J {J�J� J� J� ORM GRADE 440 � H � H � Q w Q � I-_ PIP 11A 33- 60 32 440 � � 8" Ductile 1 _ V) V) V) V) (n @?.00� on QJ `p Q�qJq� QJQ � \ 8" WAT R W � W � LI E 435 H + Q � w �+ W N Q N 1 \� 1.5' \ 435 m J o J J 28. MIN. / \ (n � qVQ N LC M QM (O 8" s Op (n 4g4o � M H CV) H H Q� M \ J�J �331 \ 430��Q 430 � w On On I%% In J Q J � Q � J °0 M/ OF 8" PVC \ Or � � � J In J � O \ � W � @1.55% �NI � H� H +� + 12S 6 W PROPOSED 1" WATER ERVICE LINE, G DE DEPTH APPROXIMATE, 455 455 EXISTING L3.5'MIN. GRADE 450 \ 450 13 �q 023 2 PIPE 225 \ / \ 8 /� Q � \ @S00° \\\ \ � MIN. 445 445 ---STDRNI PIPE 223A STORM PIP 221 S RM 440 PI E 219 440 �N�COO. � �N�� 1' W +WO+° o W�Wv MI JJQQ Ll� � � � Q � Q 223 2'41 . 435 435 U) � � � (!) � (� � J � V J � � J � (00 J � 'AD J � � J � In 'pVC.' @ q•O0o 41-9 76.45' cn (On) cq cn ,n o o o v o � � rn � + � + � + � o � rn 8„ pVC J � Q � Q � J � J � J� @ 1.SOo �Q���Q�Q �Q �� 430 430 V) V) � V) 425 425 L TIE TO EXISTING WATER LINE. VERIFY LOCATION AND ELEVATION. - RON Iw J 5n5 p < �w O I z X a- m o c �n Cci ) I~ w 500 ° C/) r1i 500 p z \ — co EXISTING �� j �w ? m Q IU w m m uo rV , \ GRADE w� �Q p m =O�Ocl) N� -ai _ o \------ Q� QZ� IoO+x� 495 \ �Q UOr; p w 'o=�u�� 495 \ N U0 Z W U c\jF NU) N U) wb a 0) rn o cn \ Ow 490 \ 490 PROPOSED GRADE 485 485 12" LASS 52 DIP WATER LINE VM 480 480 12" WATER LINE DEFLE T DIP W/ 4" DR17 CASING STORI A PIPE 507 475 475 9+50 10+00 11+00 12+00 13+00 14+00 15+00 OLD LYNCHBURG TO HICKORY WATER LINE PROFILE \\ i I i �J - — — — — — — — — — - - - - - - - - \ I l I i I l I I I I I l l HORIZ SCALE: V=50' VERT SCALE: 1 "=5 16+00 O O O 0 4950 ,, CI I0 W w m ^ m W nj O rj N 1� n aco M wQ F �+ O + O + + LL =o =o >� N [1)Nm NU) NQun NOTES: 1. FINAL SIZING OF CASING PIPE WILL BE DETERMINED BY ACSA PRIOR TO CONSTRUCTION. 2. MJ FITTINGS SHALL BE BUTT FUSED DIPS FITTINGS. NO ELECTROFUSION COUPLINGS WILL BE PERMITTED. 3. STORM PIPES 171 AND 507 SHALL BE CONSTRUCTED WITH A STICK OF PIPE CENTERED ABOVE WATER LINE CROSSING. O It N Lo O N V O + M HORIZON ROAD INTERSECTION EXISTING > STA 13+46.20 GRADE � w 495 O / CL PROPOSED — QW / GRADE — _ _ _ _ — ` < fn J w / 1.31% 12"Xs" CROSS 490 > > 490 / 3.5' MIN. 18, 485 485 SANITARY 1, PIPE 16-15 12" CLASS 52 MIN. DIP WATER LINE STORM PIPE 601 480 STORP 480 PIPE 171A STORM PIPE 507 475 475 O L r N co V 00 c+�0 �M �O v0 �N c'�O o]0 v0 v0 co v0 v0 v0 v0 v0) v v v v v v v 9+50 10+00 11+00 12+00 13+00 HICKORY STREET HORIZ SCALE: V=50' VERT SCALE: 1"=5 I ,I IIIIII , \ \ 1 \\ IN /II III y1 / /' I ,IIIIJill III'\ I'�, , , \ 1 ; �%✓ =�_-- _ \ //I I/i 9 ,�r / , II „IIIIII III \ / > I I / � ` � \\ \\ l / `. _I I I 9 I I I o r, r ,' , I, I I; I;;�I;I; \ ��• I 1 I ` / I II I I o, II' Jill I'II l \\ \\ \\ \I\ N. \ \\ \ I \ �\ %/'I%► y � I I � I I, I„I IIIIIL C7 \ _ _ . \ \ \ \ \ I \ , \ II 11, I i;',' A \ II'll\\\ J ( I I 1 II I I I 11 , I 11 I \ \\ \ 1 I - N. N. \ I 01 U N. \ \ \ \\ I \ yl\\ N. \ I\ \ \ I \ I I .�!•. & /I /1 �I ',' �\ \ \ \\ , I \ N. N. N. \ N. I\ N.\\\ I I I I 1 IIII'1�I\II\/ ICI, II II\ '! , I \ \ \\ \\ I\\ \\ \ p93\ , I / / �11r \ 1 492 �'� \\\\1"\,III IIII\ I N /'I'i\\ I}• IQI \ 1 1 l 1 \ I ll O%S '� N / \ \ •l ,LL I \ IN \ `\\\h \,\1\\, \III j Q�I I ` ��sv \ \ \� \ \ 49, C d O \ 0 8 \ I I \ \ ' ' IP\ \ \ d\ l I\ I \ \\ \ I` \ / / \\ +00 1 50 UGT p89 \ . - ''+5 490 ko \ \ \1'1I1\\\\\ I��� =ucT =,� 0u RFFT ' _ / \ 9 2+5 / / l l IIII\ `I \l l ". \ v �\ \ \ \ \ \ 4g2 0 _ _z I l , \,\ I\� d \ d \ \ , 1, \`\ ` i �, /N"IN\ \ \ \ \ ` \ \ \ \ \ \ \ l III '1'I ,1 \ \�\\ 482 \ I \ \ \ OI N. �/ 4 \ N.- 'I \ IIII I \\\\`\ '� '�'"•h'rii \\ � \\ \\ \\\ \\ \ \ ��_/' / �. / 14+00 14+50 0 50 PROFILE SCALE r / I I N. \ \ �,yl \� / _ .�G•c /II //^^\ y.,l\ � \yam -fig � � J \ L If IL II 1 I 'III II ------ -_ Jl II 1�/y / / 11U13 L AV TlIV ', la\--v\J-.BAN cD \ _/� iksl \\� \r�\I' I I I � ', \\\N.\ `\ \� \, \ —\ '`, I II 'F I 11 j + I IN II I \ l l 1 II 1 l I'l I J I III ''III } , a < I \\ c�� \\ \\ \I \\ ` ,UG SCALE t pLT F 000 CLINT W. 2SIIFFLET >� • • �Af Lie. N 54380 4� G6/8/2021 ��; •,,� /5lo,4.AL �ey�eeN1� M E 0 o N � N C > E v E w 3 H_ U a) Q um p LL 0 wO `mom j V smo Z -� Q (7 W N d w 30'x U) oQ "=LL w p In �i vry Z O Z W =�>>� ~ 17 ° > p INI wM L U a_ O � a 0 O O W x ti 0 W x F 0 w ti N w F (z) p co Z O in 0 O • • m 7 DATE 3/1812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN L JOB NO. 40919 SHEET NO. C8.00 L U HIGH PT STA = 10+64.99 w HIGH POINT ELEV = 491.24 wSTOPPING SIGHT DISTANCE = 267 Z PVI STA = 11+10 PVI ELEV = 490.34 I- w A.D. _ -3.00% X 00 v K = 30.02 fn o 04 O 90' VC O ++ + v OO> C)C)o) 495 T In 0 U) II W +� O LOW POINT STA = 16+68.93 LOW POINT ELEV = 463.97 PVI STA = 15+95 PVI ELEV = 466.10 A.D. = 2.11 % K = 70.00 148' VC 495 w00 O >(n > Q 000 '2.pQ u m m X I V \ W U 490 I w 490 \u \ < LL 06 485 > 485 Ld wv \ 480 STORM MIN. 0 Q 480 PIPE 163 QD bD PROPOSED \ GRADE 3.0' ro EXISTING \ 2 W 475 GRADE — — \ + m 06 475 > rn U U_ io � co _ STORM \ —>-->— m m \ M w w p) + 06 m + 470 PIPE 159 \ \ � ~ 470 PIPE X CD-1 DEFLECTION, co fn co (n 8" CLASS 52 DIP TyP II II WATER LINE U w w\ 465 \ 465 CD-2 \ STORM 1 \ 460 PIPE 155 CD-1 460 3.0' TORM PI E 153A \ 1' \ 455 455 ST RM \ PIPE 151 1, \ \ �'450 450 — STORM PIPE 501 445 445 440 440 M V Lo O V Lo N V c) (o V c) t` LO 00 LO cl) 000 CO 0o CO co N CO 00 CO co M CO 00 O M CD co 7Lo Cn p N CM Cfl O= m O V r- N O co I� N rn O N rn ' f� m m 0 r� i(] 0 r� Lo r` 7 r N 0 r` N 0 r` O r` co r N 0 r� O °D r� Cfl I- 0 co V co N M 'o � O V O �n O O0 �n n m v V M V m V 00 V 00 v V 00 V 00 V r� V r V r V r V V CID v V CO v V CO v V Co V CO V CO V CO 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 itTA I �►- 71 rij',yl /„9Z �r� LJ Leo IN \ \ 491 ' HORI ON D IVE 0 i�AMEA r _ I r / !\ I \I II \ \ w O O J � LL. Q Lo F w O 0 x F 495 :v\ rn in rn w J jl'- Ho a 0 <—m— ID n n n 495 490 490 485 485 Iq 1 �T \ 480 480 STORM PIPE 161A 8" CLASS 52 DIP 475 WATER LINE 475 470 470 0 50 PROFILE SCALE 17+00 18+00 19+00 19+50 9+50 10+00 11+00 HORIZON ROAD STUB OUT WATER LINE PROFILE III \� \ 17+50 r _ HORIZ SCALE: 1'1 VERT SCALE: 1'1 - - - - - - - - - \ :• /.� / I \I \ \ \ \ \ lrwto M — — 1 _ 8 . -44t j� CLINT W. •:� 7SIUFFLET >� III r Lie. N 54380 4� 6/812021 � ; 0ey4eeN0 Lm F 0 DATE 311812021 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE AS SHOWN W > Lu a _j J_ O LL J o � W o a Lu z Q o � Lu C) O O O U) JOB NO. 40919 SHEET NO. C8.01 L 22 N O 7 19+00 U pLT k �)F' ��� w : -4' /- •. U) C) CLINT W. ? W7SIUFFLET >� z z L• . A Lie. N S43to 4 • J U) WOf i�!•J 61812021 SO •,•• v 460 c . U 6? 460 .' • 4`5/o,N.AL ��G,•• PIPE LL Z m W + DEFLECTION, °6 c N r- �CDA� Q _ L W POINT ST = 25+69.95 Q _ GRADE -EXISTING U U LOW POINT E EV = 438.26 1- 455 / \ 00 W co 00 N ui MPV1 STA+ 440.13 455 3.5' w + w + MW M o PVI ELEV / 3' .8 % \ \ N W N N- N + It A.D. _ .38 /o 0 N N 1 inQ QQ (DQXQ(>7 ioQ K=39).00 1-W00 000 / co �bo �bo 150' C W N 5➢ to C) CD N N 450 (�QXQ (7Q II II N N ab U) 00 U) W U) CD 1 I cv W W W LL J}) 8" CLASS 52 DIP 11 U_ U_ U 445 P TORM PE 145 WATER LINE 1.2' STORM W > 00 > o D' N Q' COM d? > ao 445 STORM PIPE 137 � U) LO (D V) M o PIPE 501 STORM06 � � M N M co r PIPE143A _--�Q ;CD-110 QQ IQQ QI- U) W I__ F N440 U) y >11< 440 SANITARY I / PROPOSED PIPE 51-11 YY / / CD-2 GRADE W o W W 0. STORM O STORM 1.4' 1'1 \ 2.50% 435 > o > M > t` PIPE 33 PIPE 211 435 N N IW N CD-1 \ Q Q Q STORM \ W W < W I ­_ SANITARY SEWER PIPE 209A 1.5' LATERAL, DEPTH APPROXIMATE, TYP. I SANITARY - 430 PIPE 8-7 I 430 Y STORM L) U U_ c'? U M U_ �° U U p Y Y PIPE 207A \ 1' STUB OUT FOR >LC >ra-) -0 >LLO + UM>°�p �� >OW M W �W M�, W SANITARY FUTURE PHASES + N + N + N + N � N Ln + N + N + W + N U p W U - o U U - W �- �IPE 6B-6A 425 d (w (�\I U) > co > M ao > O> ri \ STORM 425 W� W W� W� �NW� W� � wH_ItI WoW(+ D >00W(to NLT \ PIPE 107 U) ~ U) U) U) Q U) U) U) U) U) N U) N (n N 0' +U) N \ - Q Q Q Q I.- Q Q �<IY�w< �(CO\I� Q U) U) w U) � QH ~ �� RM 420 PIPE 205 420 O M f� (O O O't N 00 f� O V c) Lo N � O (0 V (D 7 O (\I M� CO m N M c I" °0 N It I" p of (D (0 LD N (O N (0 O O �'? LC) I� �'? O LD r� LC) Lr) Ln Lr) V (0 L(i N Ln N M O v C0 ao m r I� M _ O L() v V v N N N O O v of ao M M (O r M (`') N (O M M I- LC) N M M M N N M v LO v Lr) v LD v V v v V v V v V v V v V It M �•hHH•N M E 0 o N � N C > E v E w > I_ w w Q o 3 um p LL - wO `mom Lu V oMo Z a_j -i N O rn a�ry a W w 30�x UU) w p to (n CCry Z O Z W =�>>� ~ ° > p nO wM L U o00 w 2 O � a 0 O O x ti 0 W F o� N > a p Ou z O DATE (1) 0 311812021 DRAWN BY 5 y C. GAYNER DESIGNED BY 0 •• C. SHIFFLETT 0 50 CHECKED BY PROFILE SCALE • C. SHIFFLETT • SCALE 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 • ASSHOWN HORIZON ROAD STA 19+50 - END • HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Lu .: ` 1, " •✓:."'.' 4 / / / 1 / / 442 / / / / / / / / \ \ \ \ \ \ \\ \ \ � 2 \ \ \\ \ \ \\ \3 \ J \ \ -44g ` / / i�� �'// // / i / X � \\\o�� .:,:'.. .' •� + 38� - -'/ / // (/ / � �/ / � I 1 1 I I 1 I I I I 1 I I °lo \�\\\��\\\\\\`\ \ z - \\\���\\\\\ \ \ \ %\ ••• 439/r' 43 �\------'\\ \` Q --- \ \\ ab0 \ \\ :.'�••••••••'.}.'. 9 �/ X i �' /' // / I I I I I I I I 1 1 1 1 ° I I\ 1 \\\�\ > I w .�R�6� T\\ \ ••.,...�:..,438 \\\\ \ �no0 \ I /' 0 36. \ (^p /'/ / _ /��'/�'�/ / /�/ // // /l I ' I I 11 11 I`I I I I \ \ Q IL - // II I -tool I I\ LLJ � O 445 \ PP^ \. > \ \ \ __ _� / / �' - �� / / �' / / / I J m \\ �vo// \ J MIN[ 0 1 `r rs urawwillow WA f IF It 10 1 FAIJ to ►� — WIN*_ FAR ��►• �.�► - I ice► ;=�► ��/�► �.w 1' •� -- _FFA � _ -1 10 16 pi /(,�Ise �r: �� : �w� 0.>;� ��,; 4ji ,�yOi�.=_,fir _ _ FolioiMOM � /°�� Hn I.b..blit L p P rt Tw- ru '� l�!�4 �j �� IMCM H U w 1 o' VC U K = 2.00 w A.D. = 4.95% 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 N 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 F- U W lL' W HIGH PT STA = 14+84.61 z HIGH POINT ELEV = 458.04 STOPPING SIGHT DISTANCE = 152 w PVI STA = 14+72.23 U 00 PVI ELEV = 458.54 _j M A.D. _ -5.83% W + K=13.00 �Q f►� 76' VC 0 'I N N ARS M n ci n "'LO U) (D - cD U) M O co0 \I �• + L0 n ao (n Lb It WM M 00 W((DD W0O) (D W�WN � (D + n a0 II V II r II W + W + W + w + W + II II > d' Cn W 460 I- N - � I- N I- N - I- - M I- M - (1) W Q a U U 460 x~ ~ X~X~ > > �ln W W 00 Cn = 00 = U 00 U 0o Cn 0o cn \ l PIPE 1, o 6 DEFLECTION, 713 TYP. "CID-1 455 Q 455 O EXISTING PROPOSED / o GRADE GRADE / / > 8 o�o M N. 1.3' o 0 0 _ \ 3' M / \ 450 o / 450 O � / II / PIPE 1.4' Q DEFLECTION, SANITARY �C j W 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 / 0oj 31 STORM PIPE 223A SANITARY SEWER 1 2' LATERAL, DEPTH 440 CD-2 3' 1.6' 1.3' W(o APPROXIMATE 440 LLIOWa W00 W(') WO Wo Wo W(D 3.8' STORM �� �OO5a LO O m (D 500 LO PIPE 221 w + w + w + w + w + w + w + w + + W WNWN WN Wcf) Wcf) Wm W(n W V 435 STORM U) CO � (n , U � U) U U � (n � U) 435 PIPE 215 W W W W W W W W W SANITARY PIPE 9A-9 430 430 h o CO O N 7 0 O V 00 lf) 00 of . LLO N� M O v� v� �� ono v°D �o vim' LO m� m� W� v� v� v� v� v� v� vLO vU vLO vL vL vLO 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 t pLT Ft}F 00/ CLINT W. 2SFFLET >� �Af Lie. N S4380 4� rj6/812021 /0hHH0N M E 0 o N � N C > E v E W 3 w w ¢ LL i 3 LL 0 W 0 N j i5 oMo z w - ui O co,rn (7 W N d w 30'x U) W U-)i vry w z O Z W x� ~ Pry > p wM L U o00 w 2 O vi 0 O O x ti 0 W F orN N > LU F N ¢ z O VI DATE 311812021 O HORIZ SCALE: 1 "=50' • VERT SCALE: 1 "=5 • _ - - _ ucrL t� I I \ \ y -I� \ 1 1 I 1 \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ da - r \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \ Luc\ I \ \ \ 1 I :: \ p .i:, /:A:. .. 4 \ SS' \ \ \• .. '�6i `i 10 \� \\111 1\ \ \ \\ \ \ \ \\ \ \ \ LE�1'=40' 462 o �A6 � of 461 1 1 I I \ 11 \\ \`1111 11 1111\\ \ \ \ \ \ \ \�¢,-\ \ \\ I I I I .:':f'.•:':.'.'. b .'",' Lai I I l � � .... \ \ ...cS .'.'.'......i:'<i:':.'...�... ('. 1':�'::::•:. '^ I � Fr ��. j•,,.\•. \ \ \ \ \ \ \ \ \ 1 1 1 `I1 111 1 11 � � �\ \ \ \ \ � \ ` \ \\ ��\ \\ \ \ \ \ I I I I I I hr::.'l'•:"(:j:::��.: 144a �.'1 \ _ :\.:•'. � I \ \ \ 'W, ZLJ \\ \\\ \\\ \ \ \ \ \ \ OD,1/ \\ Lc \o I I 4 I I I \ 1 \ \ \ \ \ cs I I I I I I I I I III I 1 1 1 I I I I o\ 01 I I .1 Mid am WARWAKWA w,�IY-�I�Y•'Y�r���YYQ�Q/,IQaYY-YW� AFA I II' III ��. � � �,�r ��-\��r Illy-\■��,�_- � . ��'ii � ��//� Jill'i�f 11 . Ionia d � ► r � ,�Irw�,, ^ _Ili - ._� • . � �l, � 11 � ���s/i � �� �� �� I _ �' i�iA��'r� III • ion°�� �/;�e;�i ® - " < �� �•- I ♦ pl I \ rice l G •• 11 • %�•/� s��` `��� \\;� �:.� •1 111 •11� 11 !''� e O I l ••�� 111 •.1 1► •11AW �' / DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE AS SHOWN (LU V 1� W Q LU a _j J_ O;�_'LL J m W o a w z Q C) O W UL C) O O O U) JOB NO. 40919 SHEET NO. C8.03 L HORIZON DRIVE - INTERSECTION STA 10+00.00 I- U W x w I- z 465 . o 30' VC 48' VC K=5.00 K=48.81 A.D. = 6.00% A.D. = 0.98% PVI ELEV = 432.52 PVI ELEV = 435.12 PVI STA= 10+33 PVI STA= 10+98 LOW POINT STA = 10+28.00 LOW POINT STA = 10+74.10 LOW POINT ELEV = 432.72 LOW POINT ELEV = 434.16 BVCS = 10+18.00 BVCS = 10+74.10 BVCE = 432.82 BVCE = 434.16 EVCS = 10+48.00 EVCS = 11+21.89 EVCE = 433.12 EVCE = 436.30 101, VC K = 98.78 A.D. = -1.02% PVI ELEV = 457.78 PVI STA= 15+53.17 HIGH PT STA= 16+03.65 HIGH POINT ELEV = 459.78 STOPPING SIGHT DISTANCE = 701 BVCS = 15+02.68 BVCE = 455.26 EVCS = 16+03.65 EVCE = 459.78 I`It M U) O (D N 00 M W It It + CO _j C7Qa0QC7Q Q X W J 00 U) bo U 00 U) fn W 465 zz Q = J I- U PIPE > > 0- IL + w Q W t DEFLECTION, N 06 Z In TYP. W Ix W Q / 460 = _ z 460 LLi W + STUB OUT FOR / FUTURE PHASES 2 ILL X< 3.0' 455 (D 00 In 455 / c�\I o m o 1'4 STORM W 06 Lri LLf N / PIPE419 W N N L c+\I PROPOSED aL 450 04 04 f 04 GRADE CD 1 450 H - H X H W (n bo In bo U) / t / SANITARY SEVVER X 0o 9$ I / LATERAL, DE TH p0 / 1 APPROXIMATE, TYP. 445 M 445 1 C)Q o 1.8' 8" CLASS 52 DIP _ I- Q / WATER LINE o 6 bo (0 / 440 M 440 SANITAI RY p > PIPE 33 32A W 3.5' / W MIN. EXISTING GRADE 435 > > 435 �QO�o /V^-- $ANITARYSEWER /i ATERAL, DEPI H 430 APPROXIMATE TYP. 430 / W I- W I_ W I_ W I- LI W W W"t W W M W o0 / U'(? U`D U`D U'6 (D U_ UT7 U_NU_ U(R U_M O + > > > > N N / + (�D + + t N + + N + w + + + / W W WN WN W WM WItW W(n W(D 425 fn (n (n U) U (n U U (n U 425 WU WUWU WU H W WU) WSW WU WU STORM SANITARY PIPE 119 3 PIPE 6A-6 420 420 415 415 O= r� N O N N M (N mr� O N m N of (D I-= I- 00(D M 7= LO O(.0 V W (`M I- Lo O(D co C). (.0 i NM o NM C'1 m(fi (0 MIS N MO MN (D M(fi N vr- mm 7O �n (N �n� °° �n� O LO (0 N� (0 M v co v V co v V CO v V CO v V V v V V v V V v V V v V L V L V L V v V LO v V V 9+50 10+00 11+00 12+00 13+00 14+00 WARDELL CREST if o\\ \ I \ IIII \\`\\\ \` \\\ \ of 1 11 \ I I I 1 \ P \\ \ \ ` o \ o//A I \\ \ \ \ \d \ \ o I I 1 \ \ \ \ h \\\ \\\ \ \\\ OBI °oll \\\\\\\` N\\\\\\�\ \\\ \� '4 ° -I I \of \`\\\\\\\\\ \ `\ \ \\\\\\ \ `\ ' ,I I I IIIf I I / I °o I I I I I \ ` \ \ �;:�. • \ \ ` \ \\\\ \w%\ \ \\ \\ \\\\ \ \ \\ \II I0I I// 11 I \ \\ \\ \ \\\\\\\\\\\\\\Ilr \71 Iy,I1�\\\\\ \\\\\\\\0kv-R \ \ \ \ \ \ \ \ \ 01 \ \ \ 1 \ / Q \0 111 1, OF 1 \I 1 1 \ \\ \\\I I\\\1\11\\ I111 I I�1 /I / / / �'I 11 I I I I111'1111j111I111111 II I 1 .01 I p /I l'I''''I11111 1,�1\1'�lil1 / /' / 4i52/ Ili IIY1J�I I 1 X ° '/'/ / /'/// /'/ l'//l'l 11''l/' o /'/'/ / 11 I , I I I I I J'.Ip•. up i��l►�\� film a a,, 1 I 1 I I I I 1 , 00 15+00 \ 16+00 0 50 PROFILE SCALE t44044000 00 pLT Ft �JF 000 j� CLINT W. •:� 7SFFLET >� �Af ' Lic. N S4380 4� rj 61812021 ••�� ; Sl�,4.AL i �;G ��•, �00 NAL 1� ^� E 0 rn N � N C Q O > E v E w 3 ww Q LL t 3 LL 0 w0 m,�-i ¢ j V 2 Z o - In .. O rn C7 L�� u a w 30'x (V!1 w ur) = v ry Z O Z W _�¢>� ~ P > p nO Lu wM U ow 2 O � a 0 O O x ti cD � 0 w o� N > Lu Lu F N a CO z O VI DATE 0 } 311812021 DRAWN BY C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN 1__1 am W 17+00 17+50 Q J J I� ''.:: � •, I I III I I II III I \ \ � \ \ \ \ \ \ \ L `'u ', �•� , �I I I I IIIIIIII I I II IIII IIII II \ \ \,�\I \ \ \ \ \\\\`\ `\ \ \ \ I > Lu w � J '/ I 1 \ \`\ \ \ \ O < L.L Lj_ IIW <a,Il I I O lli \ \\ z O�/ I / 1 �� 4`S9 • .�..� / / /1 / I I I , , I l I I I I II ` t � \ \ \ \ \ \ \ � � LL O w U ' I S45 h / / // / / / I I Ida ``� 1• � \ \ \ \ r I III 1 \1 1 I II i Qss �.•. / ,' /' / / / / , I I I I I I I' \\ \ \ \ \\\ `1,\ 1\ 1 / ,�II �Il,l� I II II I I\II IIIII I I,TllI i v/s� • ,/ , /, , / I1 III I II II IIII III I 1 I 1 \_ ����•��.�..:' / ' / / / ' I ' IIII I , '�r•: , � r/r '/ /'// / / , , III IIII III I I'I I \\\�P\\\ \ \ \0�\� II'I �111 \ \ O / I If / ''/r'r/'// /� /'//// I I I II IIII\ \ r�r' /,' I If r -III I / JOB NO. to °I° II, of Ih I I _ y I 40919 o o/ ° II Ioo ' I I of I I SHH+EEETNO. o Iof D C8.04 L \ \ \ \ IN \ \ \ \ 1 \ \ BLOCK 1 BLOCK 3 11� �tI I 1 BLOCK 6 t \\\ \\\' \ ` ` IN IN BLOCK 2 / BLOCK 8 / J8 P-14 H-7 / A \�cp BLOCKz BLOCK 10 J BLOCK 7 i \ \ IN / _ — \ IN \ / / \\yam\ / Os�\��' \ o� \ II --------- ----- — ------ ------------------------- — \ \ _ -- ---------- — — — — — i / - _ / _ —`f = 6B - I ' _ — — _ Soso 1 1 / BLOCK 9 BLOCK 11 I N cL BLOCK 12 I 'i — o _ 1 C /O J-4 _ _ P6 J_ O — r / 1 3 P_5 C— / — % H-4 p 7 _ G I 1 n—� .._. n 1� '' I I I ✓ I 1 7ERNUT BANE — — T _ o 0 0 \ \\ \\\\\ 1 \ ,I ;I 71fRIVEI WHART FUTURE 0 / / / n - l I I RESIDENTIAL Lie o L / U � / G \ v UNITS / / �� \\\ \\\ �\ I �I<�\\ I , / n/-3 J15 �� % l J \\\\ /> O PIPE LEGEND NEW PIPE 13 EXISTING PIPE H-5 J-6 i op BRUCE I STRICKLAND JR. Z Lie. No. 056612 10/22/2020 Ic l �SIONAL� M E O � O N Vi N C > E w °/ E Lu L, 3 o w o w 0 m Q J U m W J—� IA N U W 7 � � 30Nx J�jx < 0 Q = ,;,. Ln_ N = U F Q c L^ O m co N � � M O H M 0 x c� 0 0 w w U Q Z 0 Ln 0 Z 0 a U N Lu 1- 1.2 V- V- 0 W W W W > 0 0 0 0 2 2 2 2 V000 wwww aaaa wwww SSSS wwww Uj oI]��N DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T.S. rw V Q � J � I --I O Q i H W J �' z in w Ow I --I J m J W Q > }O � w z 0 o 2 W oC Lu C) V) O Lf) o c� Lu JOB NO. 40919 SHEET NO. C9.0 0 c a L DESIGN CRITERIA CONCLUSION • FLOW INFORMATION WAS OBTAINED FROM A FLOW TEST • BASED ON THE INFORMATION PROVIDED, THE PROPOSED SYSTEM IS PERFORMED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ADEQUATE TO MEET THE MINIMUM RESIDUAL PRESSURE REQUIREMENTS (ACSA) ON 12/19/2019. THE FLOW TEST NODE IS THE EXISTING WHILE PROVIDING THE REQUIRED FLOWS FOR THE DOMESTIC SCENARIOS. HYDRANT LOCATED ON THE EXISTING 12 INCH WATERLINE APPROXIMATELY 350 FT NORTHEAST OF THE INTERSECTION OF OLD • THE MINIMUM NEEDED FIRE FLOW IS UNKNOWN AT THIS TIME. AN AVAILABLE LYNCHBURG ROAD AND HICKORY STREET. THE AVAILABLE FLOW FIRE FLOW TABLE WAS PROVIDED WHICH SHOWS THE CALCULATED FLOW CURVE IS SHOWN ON THIS SHEET. FROM EACH HYDRANT, FLOWED NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND WHILE MAINTAINING A MINIMUM SYSTEM RESIDUAL • SYSTEM FLOW IS REPRESENTED AT H-1 IN THE INCLUDED WATER PRESSURE LIMIT OF 20 PSI. THE ALBEMARLE COUNTY DEPARTMENT OF FIRE MODEL LAYOUT. AND RESCUE SHALL DETERMINE THE ADEQUACY OF THE AVAILABLE FIRE FLOW RESULTS. • THIS WATER MODEL WAS PERFORMED TO EVALUATE AVAILABLE PRESSURE AND FLOW BASED ON THE INCLUDED WATER MODEL • PRESSURES IN THE SYSTEM EXCEED 80 PSI. PRESSURE REDUCING VALVES LAYOUT AND FLOW DEMAND CRITERIA. ALL WATERLINES WERE MAY BE REQUIRED PER COUNTY STANDARDS AND PLUMBING CODE MODELED WITH A HAZEN-WILLIAMS ROUGHNESS COEFFICIENT OF REQUIREMENTS. 120. • THE RESULTS PRESENTED ARE BASED UPON INFORMATION GATHERED AT • THE WATER MODEL LAYOUT IS BASED ON INFORMATION (SURVEY, THE TIME OF THIS ANALYSIS. THE VARIABILITY OF THE WATER SYSTEM DUE GRADING AND SITE LAYOUT) PROVIDED BY TIMMONS GROUP. TO CHANGES IN USAGE, DEMAND, OPERATING CONDITIONS, AND LAYOUT PRECLUDES GUARANTEE THAT EXPECTATIONS REGARDING AVAILABLE • THE PROPOSED SYSTEM WAS EVALUATED BASED ON MAINTAINING PRESSURES AND FLOWS WILL BE EXACTING. A MINIMUM RESIDUAL PRESSURE OF 35 PSI FOR ALL DOMESTIC SCENARIOS AND A MINIMUM RESIDUAL PRESSURE OF 20 PSI FOR • IT IS ASSUMED THAT THE OFF -SITE WATER SYSTEM HAS ADEQUATE ALL FIRE SCENARIOS. OPERATIONAL AND PERMIT CAPACITY. FLOW DEMAND CRITERIA • AVERAGE DAILY DEMANDS: •• RESIDENTIAL UNITS: ••• FLOW FACTOR = 270 GPD / UNIT DURATION = 24 HOURS ••• AVERAGE DAILY DEMAND = 0.19 GPM / UNIT AVERAGE DAILY DEMANDS PER BLOCK •• BLOCKS 1 AND 2 HAVE NO PLANNED DEVELOPMENT •• BLOCK 3: ••• RESIDENTIAL UNITS = 22 ••• AVERAGE DAILY DEMAND = 4.13 GPM AT J-11 •• BLOCK 4: ••• RESIDENTIAL UNITS = 10 ••• AVERAGE DAILY DEMAND = 1.88 GPM AT J-12 •• BLOCK 5: ••• RESIDENTIAL UNITS = 71 ••• AVERAGE DAILY DEMAND = 13.31 GPM AT J-17 •• BLOCK 6: ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-11 •• BLOCK 7 ••• RESIDENTIAL UNITS = 6 ••• AVERAGE DAILY DEMAND = 1.13 GPM AT J-14 • :•• BLORESIDENTIAL UNITS = 5 ••• AVERAGE DAILY DEMAND = 0.94 GPM AT J-8 •• BLOCKS 9-11: ••• MIDRISE APARTMENTS = 69 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 18,630 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 12.94 GPM ••• TOWNHOMES = 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS •••• AVERAGE STUDIO APARTMENTS ENTS DEMANDLY 00 GPM 000 32 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 8,640 GPD •••• DURATION = 24 HOURS AVERAGE ••• •• DAILY BREE EWAY UN TSDEMAND S 6.00 GPM 116 UNITS •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 31,320 GPD •••• DURATION = 24 HOURS • 000AVERAGE DAILY DEMANDS AND = 21.75 GPM 00 DEMANDS FOR MIDRISE APARTMENTS, TOWNHOMES, STUDIO APARTMENTS AND BREEZEWAY UNITS WERE COMBINED (46.69 GPM) AND SPLIT EVENLY (15.56 GPM EACH) BETWEEN JUNCTIONS J-5, J-6 AND J-7 • : BLOCK 12: •• ONE BEDROOM RESIDENTIAL UNITS = 15 •••• FLOW FACTOR = 270 GPD / UNIT •••• TOTAL DEMAND = 4,050 GPD •••• DURATION = 24 HOURS •••• AVERAGE DAILY DEMAND = 2.81 GPM AT J-2 • •••• TWO BOW FOACnOR = DENTIAL 270 GPD UNITS - 65 UNIT •••• TOTAL DEMAND = 17,550 GPD •••• DURATION = 24 HOURS •••• COMMERCIAL 19 GPM AT J-2 000 IAL KITCHEN = 5,0 0 SF •••• FLOW FACTOR = 1 GPD / SF •••• TOTAL DEMAND = 5,000 GPD •••• DURATION = 12 HOURS AVE••• •• PAGE CE DAILY 50 SF AND = 6.94 GPM AT J-2 RETAIL S •••• FLOW FACTOR = 250 GPD / 1,000 SF •••• TOTAL DEMAND = 1,250 GPD •••• DURATION = 12 HOURS LY DEMAND = 1.74 GPM AT J-2 ••• •• PHA LEAS AVERAGE AND COMMUNITY SPACE 3 200 SF •••• FLOW FACTOR = 175 GPD / 1,000 SF •••• TOTAL DEMAND = 560 GPD •••• DURATION = 8 HOURS •••• AVERAGE DAILY DEMAND = 1.17 GPM AT J-2 •• FUTURE RESIDENTIAL UNITS ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-3 ••• UNITS = 250 ••• AVERAGE DAILY DEMAND = 46.88 GPM AT J-15 RESIDUAL PRESSURE RESULTS (PSI) AVAILABLE FLOW CURVE Instantaneous Flow Test Curve for the Fire Hydrant Located Approximately 350 FT Northeast of the Intersection of Old Lynchburg Road and Hickory Street 70 60 50 sea sess 40 a d si 30 sea 20 10 0 0 1,000 2,000 3,000 4,000 5,000 6,000 Flow (GPM) HYDRANT FLOW TEST Test Date: 12/19/2019 Test Time: 10:00 a.m. Static Pressure: fit P51 Residual Pressure: 59 P51 ` � � Observed Flow: 1,313 GPM � asse Note: Flow test results were provided \ by Albemarle County Service Authority. \ \ \ \ \ -Observed Flow \ - -Projected Flow \ DISCLAIMER: The flow test results are based upon information gathered at the time the test was performed. The variability of the water system due to changes in usage, demand and operating conditions precludes guarantee that expectations regarding available pressures and flows will be enacting. Projected flow beyond the observed flow is onl an estimation. .. 1301 yg � Legend Qea CSA Hydrant rn N - \ Service, Ownership o g Not In Service, ACSA owned ¢ es Not In Service, Private Ownessa i °�_ ♦ m Service, Private ownership 204 n A ,�� • y° In Service, ACSA Ownetl to �I •O� O Static Residual Hydrant y°° ACSA Fire Line A water Main tiliry type S ' o ao / 12031 1203 Potable Water $ Raw Wamr d o ar > bob N e O � h � � Ili asz m b o'ep9 Flow Hydrant a bwo / to I y - n• e C' % ; 6 'tee f �' IiAosDy MouFibin; PumP.Statlon�� n 1203 � oT 1203 eT m m oNe<oR re mJ a� �2 � s.. COMM 4r ♦� 0 N ' wry pMBRo¢E: >2 him P l I _ o opy b utilities ewn I II pp nd ' ndedheBore porol dra Iy R. p r M h,LLdb aIM1 than my p ry porous Ilan wmom ou r- nln ap ranee amrala, n, 1 imm prewar M p m W pd r lit eed updau nl arro INN¢p n t Pery ills IN Md p INpM w b C Auth6rity rar naV po rateres MI O Nv 1 men I'rR .1 a. an se, us- nor Me Service mzgn mml rat -ol p p ceM t nom pl maele pion. 5 users s Compaso or SA op epe�Rouel Vl uns. Aeeellmaeen mcar N, o too zoo aoo aoo s�w9•� pi Pla,ineNc nala PmreM INCounly Of AlEemxle Feet � � INi FLOW SCENARIO JUNCTIONS HYDRANTS J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-11 J-12 J-13 J-14 J-15 J-16 J-17 H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 488.5 490.2 492.2 489.1 466.8 461.3 4532 443.2 440.5 436.9 432.9 440.4 444.2 457.0 461.8 455.6 451.3 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 STATIC 66.9 66.2 65.4 66.7 76.3 78.7 82.2 86.5 87.7 89.3 91.0 87.8 86.1 80.6 78.5 812 83.0 62.0 66.4 65.9 72.9 79.2 84.2 86.7 91.0 87.5 82.3 82.6 AVERAGE DAILY DEMAND (ADD) 66.8 66.1 65.2 66.5 76.1 78.4 81.9 86.2 87.4 89.0 90.7 87.4 85.8 80.3 78.2 80.9 82.7 61.9 66.3 65.8 72.7 79.0 84.0 86.4 90.7 872 82.0 82.3 MAXIMUM DAILY DEMAND (MDD) 66.6 65.9 65.0 66.3 75.7 78.0 81.4 85.7 86.9 88.4 90.1 86.9 85.2 79.7 77.6 80.3 82.2 61.7 66.0 65.5 72.4 78.5 83.4 85.9 90.1 86.6 81.4 81.8 PEAK HOURLY DEMAND (PHD) 66.3 65.4 64.5 65.7 74.9 77.1 80.4 84.6 85.8 87.3 89.0 85.8 84.1 78.6 76.5 79.2 81.0 61.4 65.6 65.0 71.6 77.6 82.4 84.8 89.0 85.5 80.3 80.6 AVAILABLE FIRE FLOW (GPM) FLOW SCENARIO HYDRANTS H-1 H-2 H-3 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 ELEVATION (FT) 500.0 489.8 490.9 474.7 460.2 448.5 442.8 433.0 441.1 453.0 452.3 AVAILABLE FIRE FLOW" 2,000 2,000 2,000 2,000 2,000 1,850 1,731 1,677 1,661 1,639 1,666 'AVAILABLE FIRE FLOW IS CALCULATED, NON -SIMULTANEOUSLY, DURING THE PEAK HOURLY DEMAND SCENARIO AT ASYSTEM MINIMUM RESIDUAL PRESSURE LIMIT OF 20 PSI. FLOW WAS LIMITED TO 2,000 GPM. ISO FIRE FLOW CALCULATIONS NEEDED FIRE FLOW (ROUNDED UNIT TYPE TO THE NEAREST 250 GPM) 4-UNIT 1,000 GPM TOWNHOUSE 5-UNIT 1,250 GPM TOWNHOUSE 4-UNIT CONDO 750 GPM 6-UNIT CONDO 1,250 GPM SFD 1,000 GPM DUPLEX 1,000 GPM PIPE REPORT LABEL LENGTH (FT) DIA (IN.) P-1 409 12 P-2 246 12 P-3 30 12 PA 178 12 P-5 26 12 P-6 124 8 P-7 290 8 P-8 166 8 P-9 167 8 P-10 39 8 P-11 238 8 P-12 165 8 P-13 183 8 P-14 14 8 P-15 80 8 P-16 142 8 P-17 158 8 P-18 55 8 P-19 159 8 P-20 14 8 P-21 64 8 P-22 182 8 P-23 85 8 P-24 124 8 P-25 164 8 P-26 87 8 P-27 24 8 P-28 299 8 AbamuleCoutlty Hydrant Flow Date of Report Service Auth6rity Y 12/20/2019 s'ak""petlM1a --'� Test Report tSeslwElap PoadGwmwa.w Stan IaaalanJatt Location OLD LYNCHBURG RD Date and Time of Test 12/19/2019 10:00:00 AM - Minutes of Flow 2 e Pipe Size (inches) 12 Pressure Hydrant 12032 .. Static Pressure (psi) 62 Residual Pressure (psi) 59 h ❑ Q20 Looped ❑ Q20 Multiple Inline Hydrants 1 Q20 Single Flow ❑ Sprinkler Test Single Flow Flow Hydrant x1 12030 Pitot Pressure g1 (psi) 62 Yellow 1 0 Test Flow 1 1313 Flow Hydrant k2 Pitot Pressure 112 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant g3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1313 AW WA Q20 Calculation (gpm) (No value In ri In noetesm ullelenl pressure drop for Q3m OR a sole sp,InNl or test,) Comments -�. Hydrants opened all the way. One pump running at Mosby Mountain pump station. For mmmdill oleulalma pilot Raw with a red pollard diffuse,.see se. 13,wz¢a and Lmesmicle lssn]wmal MznaBemem and operatnns Awwa myst ow palard dlnmer;e Gnrn third mderpoe momad enua,ionolthe rNeadles- shot per ureaauie Is used. Estimated Consumption (gal) 2626 ' For use for water audit .Signature of Tester: OF BRUCE W. STRICKLAND JR. Z Lie. No. 056612 t' %�/22/2�20 v O 1 KSIONAL G am O oc t7 N Z f f DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY B. STRICKLAND SCALE N.T.S. W ' ^ Q J J rm" D / w I � I W J > Q �wz Q O�U J w i lessessest J WJ Q �0 O O �W " _ LL LU I- U7 O � O LU Q L2 � I Z) 0 V • MAXIMUM DAILY DEMAND = AVERAGE DAILY DEMAND X 1.75 • PEAK HOURLY DEMAND = AVERAGE DAILY DEMAND X 2.75 Y L L� JOB NO. 40919 SHEET NO. C9.1 SANITARY SEWER HYDRAULIC ANALYSIS Project Number: Project Name: SEWER Designed by: S. HARVEY HARVEY Checked by: B. STRICKLAND CKLANDSOUTHWOOD Date: 22-0ct-20 SOUTHWOOD REDEVELOPMENT MH # FLOW DETERMINATION MGD PIPE RUN PIPE CAPACITY (FULL) ELEVATIONS 5 Fo r Fo y Std. Manning's "n": 0.014 PIPE RUN See "Predicted Average .0 3 .0 0 Fall Manhole Peak Dia. Slope DESCRIPTION From To Wastewater Flow' Table (This Incr. Total Peak MGD CFS Vel. o n W o �-- n r o o n W Upper (Pipe Lower MH Depth Sheet) Avg Flow Len th 9 (FPS) o a o a o > a (Inv. Out) Run) (Inv. In) Top Factor (in.) (%) 0- o 16 15 BLOCK 12 0.028 0.028 4.0 0.114 114.60 8 1.25% 0.81 1.26 4.1 14% 2.0 2.5 486.37 1.43 484.94 492.72 6.35 15 14 BLOCK 11 0.022 0.051 4.0 0.203 204.80 8 1.75% 0.96 1.49 4.9 21% 2.5 3.4 478.39 3.58 474.81 491.81 13.42 14 13 0.051 4.0 0.203 119.23 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 474.10 3.58 470.52 483.66 9.56 13 12 0.051 4.0 0.203 308.26 8 3.00% 1.26 1.95 6.4 16% 2.2 4.1 465.81 9.25 456.56 478.04 12.23 12 11 0.051 4.0 0.203 57.78 8 2.00% 1.03 1.59 5.2 20% 2.4 3.5 455.65 1.16 454.49 464.26 8.61 11 10A BLOCK 9 0.022 0.073 4.0 0.293 226.06 8 2.00% 1.03 1.59 5.2 28% 2.9 3.9 454.05 4.52 449.53 463.22 9.17 10A 10 BLOCK 10 0.022 0.096 4.0 0.383 64.88 8 2.00% 1.03 1.59 5.2 37% 3.4 4.2 442.38 1.30 441.08 456.99 14.6. 10 9A 0.096 4.0 0.383 342.19 8 1.25% 0.81 1.26 4.1 47% 3.9 3.5 440.60 4.28 436.32 456.09 15.49 1/4 FUTURE DEVELOPMENT 9A 9 0.035 0.131 4.0 0.523 146.06 8 2.00% 1.03 1.59 5.2 51% 4.0 4.6 436.12 2.92 433.20 446.28 10.16 & BLOCK 8 43 42 1/2 BLOCK 5 0.010 0.010 4.0 0.038 130.23 8 5.00% 1.63 2.52 8.2 2% 0.8 3.0 451.52 6.51 445.01 457.84 6.32 42 41 0.010 4.0 0.038 223.49 8 4.00% 1.45 2.25 7.3 3% 0.9 2.8 444.59 8.94 435.65 452.76 8.17 41 0.010 4.0 0.038 76.45 8 1.50% 0.89 1.38 4.5 4% 1.1 2.0 435.45 1.15 434.30 444.56 9.11 0.140 4.0 0.561 130.34 8 2.00% 1.03 1.59 5.2 55% 4.2 4.7 433.08 2.61 430.47 442.30 9.22 _ 0.140 4.0 0.561 52.22 8 1.50% 0.89 1.38 4.5 63% 4.6 4.2 429.19 0.78 428.41 438.41 9.22 7 6B BLOCK 3 0.006 0.146 4.0 0.585 126.38 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 428.21 1.58 426.63 437.98 9.77 6B 6A 0.146 4.0 0.585 68.94 8 1.25% 0.81 1.26 4.1 72% 5.0 3.9 425.77 0.86 424.91 434.78 9.01 6A 6 1/2 BLOCK 5 0.010 0.156 4.0 0.623 63.02 8 3.00% 1.26 1.95 6.4 50% 4.0 5.6 421.40 1.89 419.51 432.94 11.54 BLOCK 7 & 1/4 FUTURE 34 33A 0.035 0.035 4.0 0.141 180.23 8 2.00% 1.03 1.59 5.2 14° /° 2.0 3.2 452.10 3.60 448.50 462.18 10.08 DEVELOPMENT 33A 33 0.035 4.0 0.141 92.81 8 4.00% 1.45 2.25 7.3 10% 1.7 4.1 448.29 3.71 444.58 454.17 5.88 33 32A 0.035 4.0 0.141 60.36 8 2.00% 1.03 1.59 5.2 14% 2.0 3.2 441.84 1.21 440.63 448.74 6.90 32A 32 0.035 4.0 0.141 170.70 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 440.33 8.54 431.80 447.45 7.12 32 31 0.035 4.0 0.141 88.27 8 1.50% 0.89 1.38 4.5 16% 2.2 2.9 431.59 1.32 430.27 439.75 8.16 31 6 0.035 4.0 0.141 72.57 8 5.00% 1.63 2.52 8.2 9% 1.6 4.4 430.07 3.63 426.44 435.01 4.94 6 5 0.191 4.0 0.765 52.51 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 419.31 0.79 418.52 430.63 11.32 5 0.191 4.0 0.765 262.91 8 1.50% 0.89 1.38 4.5 86% 5.7 4.4 418.32 3.94 414.38 427.36 9.04 4 3 BLOCK 6 & BLOCK 4 0.004 0.196 4.0 0.782 75.73 8 1.50% 0.89 1.38 4.5 88% 5.8 4.5 414.18 1.14 413.04 422.25 8.07 3 2 0.196 4.0 0.782 174.27 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 412.84 10.46 402.38 419.51 6.67 2 1 0.196 4.0 0.782 47.42 8 6.00% 1.78 2.76 9.0 44% 3.7 7.6 402.18 2.85 399.33 408.51 6.33 PROJECTED AVERAGE WASTEWATER FLOW SOUTHWOOD REDEVELOPMENT BLOCK 3 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 22 1 270 5,940 BLOCK 3 TOTAL 5,940 BLOCK 4 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 10 270 2,700 BLOCK 4 TOTAL 2,700 BLOCK 5 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 71 1 270 19,170 BLOCK5TOTAL1 19,170 BLOCK 6 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK 6 TOTAL 1,620 BLOCK 7 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 6 270 1,620 BLOCK7TOTAL1 1,620 BLOCK 8 TYPE UNITS GPD/UNIT FLOW (GPD) RESIDENTIAL UNIT 5 1 270 1 1,350 BLOCK8TOTAL1 1,350 BLOCK 9-11 TYPE UNITS GPD/UNIT FLOW (GPD) MIDRISE APARTMENTS 69 270 18,630 TYPE UNITS GPD/UNIT FLOW (GPD) TOWNHOMES 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) STUDIO APARTMENTS 32 270 8,640 TYPE UNITS GPD/UNIT FLOW (GPD) BREEZEWAY UNITS 1 116 1 270 1 31,320 BLOCK 9-11 TOTAL 1 67,230 'NOTE: BLOCK 9-11 DEMANDS SPLIT EVENLY OVER BLOCKS 9, 10, AND 11 BLOCK 12 TYPE UNITS GPD/UNIT FLOW (GPD) 1-BEDROOM UNITS 15 270 4,050 TYPE UNITS GPD/UNIT FLOW (GPD) 2-BEDROOM UNITS 65 270 17,550 TYPE SQUARE FT GPD/SQ FT FLOW (GPD) COMMERCIAL KITCHEN 5,000 1 5,000 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) RETAIL 5,000 250 1,250 TYPE SQUARE FT GPD/ 1000 SQ FT FLOW (GPD) PHA LEASING AND COMMUNITY 3,200 175 560 BLOCK 12 TOTAL 28,410 FUTURE DEVELOPMENT TYPE 1 UNITS GPD/UNIT FLOW (GPD) FUTURE RESIDENTIAL UNITS 1 500 270 135,000 TOTAL FUTURE DEVELOPMENT1 135,000 NOTE: DUE TO THE PREVAILING TOPOGRAPHY, IT IS ASSUMED THAT 1/2 OF THE FUTURE RESIDENTIAL UNITS WILL BE SERVED BY THE PROPOSED SANITARY SEWER. THE REMAINING 1/2 WILL BE SERVED BY A FUTURE SEWER THAT CONNECTS TO THE EXISTING TRUNK LINE AT A LOCATION FURTHER UPSTREAM. 11 1 1 1 1\ \ \ \ - - - - - - - \ - - - - - - - - - - - - - - - \ 1 1 1 I I I _ ----------r------------------- / ti/ J J °- _-- _- - ___-___-_ OLDLYNCHBUR6 - - - -- - _- ----- ---- -------�9002 R-S-TATE -F6- 7 \ T \\BLOCK o / 0 o / /�. \l i i '// / / /��/ �' -- - ll/III/ // �\ \ BLOC ° / !'!�'/mow/\\\\\\\-1 //IIIIIII / / ; >� - - -_ / , 11 , I I I BLOCK 11 /f I I' ° //j%"�� l ✓ / // lNil _o -\�\--11 I BLOCK 1 I/- /� BLOCK / // \N 16 \ \ / 12 o--_-- _ /\ I \\\ -�/- = \ I 1 _�+_I`--_E° BOK 8 �0 � li0°V o o°II 0 00 � _i 0 J o / \ \ \ \ / k I _ _ _ /_� ^ I T / lE NUT L9N� \'�.° o \ ( ° / ° / / - \ \ \\ \` \\ \ \ �\ \ \ \ -/'� - 1 IO = f SAN IIIf 1 I\ 0 if i 01 I .o ° < � I ^�O- - - _ _ _ o \ ri4 /• 440 - I II \ \ \ \ \ \ I I I I ° / 1 °°-_ -� - - oo� / %� yrj /// " / 1 0 %I /o I °o/ �f // /T" / C I II ) \G /'/ "V \\' \ - -/ /i11- ' °moo / o °/ / /�/ F- / 9 / I / / / / 1 \ �ij�/r/ .f' /\ // /. /, /// � /1 p \\ III ' �/ /_✓'/' /F- ' � �\�\\ �_'iii \\\\ < � \.� � �--- � \ � I 1 �\\ \ \C\Z 10 Ne BLOCK 1 - �ti° 41 \ \ //'/ I II/ Pr \\\�1=- / / / ' IVgH.KIR-yN'DRII{E /oIIII j� I� _ - BL�OCK �3 I) 0 ^ Il \IO�BLOCK5 / Y ( 1 10 A1/'I`ll 1/ , ° I//lIII 'IIII / / -\-- / i'i'� /� / i YrIll / \P 6 r �FUTURE o ° - =�\ ,=_�, ��%%/'/<__ /-i/://✓/�ii/� //i/ / iiice//i�/i/ i///i/'/ce i///"/// i�// '�///�/,�'/ y/ /' 11 �\II �I\`I Y\\\'/\l/ lI 1//-<RESIDENTIAL S oo 1 o UNIT YI II / / o °/iii //// / // ��_i/ /f/�i�/i '��/ii/�/ // \ \\BLOCK 6 ' ' /'/ //'/ B / / / / //i/ // /////// /// i/- _ - -"r //�/// // / / /�j• / /( -� / JI \\Q \\\ l l //// ///i, 33A I Fait OCK 34 �jj ii ii/'i�'�'�i/i/'/ice% '�''/�-/G✓�i% \ ° / _____ i \ o I I \ \ \ Z \ \ \\ \ / / // / I!�///�S, = //ice /�/// /// /%,'` \\\05 /p111 t \ \ `�\ \\ \ \\ \ \ 1 I I I 1 �f (I (/// II//%///' _ i� - / // ♦// % /��'_ �i// 'i/� / / /'ii/ i /'ice /' i /i'' /✓ 'i \ /' / - - _ _ _ / /ll/I i/� //i / r //i/ \�o _ /\ � \ �\\\ \\ \ \\ \ �\ \\ \ �\\ \\\\ � �\ - �' � 1 111/�1/l// ^ \ � �i /i i i/ii//i//i /%����� \ \\\\ ,/i 111 33 �/i/"i!i r \ )o 3 / \ I'P F'/-i=a\\ _ \\ \ \ \\d0 \ \\\ \ \ \ \\�\\���\���`'i'i'i�/////�1' 1 IIII I I I BLOCK 7 \ 11.oY`'�,`-- \ \Q\ � �\\ ,Q-o_0�����f�����_� \ 1\ _ \\\1\�\\\ \�.a�\ �`� ____�-�o�' - _ // /� <\\\\ \\\\\\ \ \\ 4z OF BRUCE N. STRICKLAND JR. _Z Lic. No. 056612 a� o� 200�2�22G w 1SIONAL � N z 0 Im rn DATE 10130119 DRAWN BY S. HARVEY DESIGNED BY S. HARVEY CHECKED BY 3. STRICKLAND SCALE N.T. S (W V H�111 > V) r-I U) � J a Q W U F1 > J ^ LU Lr OQ LU Q J cc LU W < _ O W LU 0 O LU L.0 0 O Q O U, 2 D O U) JOB NO. 40919 SHEET NO. C9.2 L • - OTkCS1TE AREA I , — _ \ \ \ \ \ \ uGP�pIRKING LOT LPANDSCAPE_ \-Vn \ \ \ \ AR fFI \ \ _ � �, ��� v v v v v v v vv v vv v� .vv vvvv -� � ,._a __ JO._._.•x._ -ate___+- _._r'.Y _,-.yL_._ �._._ :r- - INS's vl► I`` MEN • _\ �` \ ` \� �� Ii�/ I"'��r0000000 1100'0,0000• P�'YC -"—.___�Q l NOW! ��' -- I • .. �' 0000Ovvc:v , '� ��� :•'v"vvv9Co Ol'O�_9 OAOOENFIVI1 0000000`"OOC� �• d � ®r y���if111�11� �;� .j� \\ . � 1��� /, ���� � �; � I 1 �- �m �� a�� \ 1. �!�\�i�!\�`�����r�\\� r • IN lei ���. ��� 0 � � r �® � �, �� \ • ����� '' ■ � ®�' 7�� Ate• ��// �w`v�;'► i (PS�� ' . �• v� �' —'I �i!'4Yo`ri�"O'OOtaw• � ® A Oca •�6:6ef""a� a�� � 41��:I�� ��� � . � ���1•r .rr ate' �������� j� �����-.��_���=��'_ �_A'Aia��,rll�9A i6® I'S �A R[�.AA_�.���e_������'=_;�����I►�'1� .���.��,.' �;r�`6\\�li�',�1■■■■��r■■6�■■�?!■i�ia■llit��®■■S��iilvi�ilE�i®■■■1�1�1■��i®'�!■■■��Eis�A■®'iVi�1�■i►�11■ii��i���� � IN 111INIIiES1111-11 is TOWNS "011 Q IN `nY IN k or v � 1 � � ��e. ��►�� � ��������� i1� � 1 AAA VII• �I�m�l��� �i� �:,�''� v ► ` / �� I i®A1■�®■_�\■®I �E®■� ■■■■Ii� i I®■■ 1!■1�4:�iR■I�■I l�I ■■■61 ■■ ■■ ■■■■_■/■� ._ \Y 1/1211 � �� , .� ^e^ee`n_ I I' ^ -moo neee^y^�e '� `�F- o/� '�°it®��►��� '�� � • 6'""t9► IP p 1� • ill blow_ WE � INI �-!- p������11� ' �►� ®�� � �' � ® �Sa �' •� ,�.. � �lra�d ;VA � may ��1'.n O �,, . `�� \ e� 11 •• • `EIS •1' �� a` p r� •• s• s• •• •� o, ,. er.� / i . ,/� u ,.IRWIN MORA VA �� Ate'• � I �`t/y• • � � ��1� 0� � �� . 00 • - - • • • • - - - � ��l � � �� � w. � � � �� � �� 1 p�Ii � � �� ���� •� �� � � � � ��� � �� III I •.. -. 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Q< - � •. .. - / !�� psi �� • � � � -. -. ..- 1111 IN (\\\ III /I ----- - - - -__ I \ \ \ / \ I / �x on--�-' T— l�I I /' \I\ Oq 3 pp l I I r��—don T—� -- _ _ _ `\ —29n \ \\ \\ LY� / I ' \ I I \ \ / \ \ ` \ `• /—d`Jn \\\ \\ \ /� \ I II I\1��� /\ \ \\ \ \\ \\ \ \ \ J �• I/ Y I I rl I O I 1 I' - - - - - \ \ \ \ \ \ / / \ / \\ \k�\ _ - \�\ ` \ \ \- V�\ N vi " 1 _ \y\ \ \\` \\ \\\`tf >E // \'I �I / \ \\ \ \ \�• \ \ \Q \\ \\ �\��J+ = of E LU FAT aLLo3 o vs----- / --�' / /I / \ \ \ \\ lj Wo,� BITTERN — _— Lt-- - _ I ,----------- \ \ UT LAN _ —NVS— I `/ ` I \\\ 0°,, a W z Z - ---� —T — / r // �X--`— J / --------- / \ \ �� I I- \t.7 GW ^Iv a O ------ -�Vll=__ - "------ -_—__-----------PLINEY ROA / y \ Z JyQ W / / , >✓ / \I \ \ 3 0 to >< In --- �__�_ —ram— 'L� i r'— _ _ _ _ --- ----- 1 I I I 1 \ oa �W z e _ 1�n _ - ------ — --- —don _ tin �— _� d�— =�r 1 ��= ' 1''1 / / Ln o .� At IJ -\�" / , / I 1 I I , \ \ \ � -�k / l mot/ i l/ ( � � W i O v) OO Ln -,-_------------ / > 0 0 \� _ J / y y \ \ I 't' \ gyp\ \ • ,. \ \ \ \ \ \ \/\ _ _ - " - " - / / / / / > DATE / - 0410612020 — \ —L \\ ! / i - • -n' - > a a / a w n \ \ _, - M _ / / } DRAWN BY COSTANZO \ Q 1 / -. , t • ) .. ` \ - �- 5! a / \' \ \ \ _\ (\ // / _ // / ' / r / RDESIGNED BY : F. SHALLENBERGE 0 • CHECKED BY .\\� � �_- \ \\\\ \\ \ \ \ \ \ \ I I / ,' — — — �� - I / - _- -___ -- -_- --- ---- I... -I. r'v/ 09v ` � �� �-,, � , / • SCALE 1(8) QP am \(\91\�'P`\ \ \ \ \\ \ \ I(9)IQPI / /-__ \Ir /��Cg �� �\� ���� < rl6)U� I6 CPI I I I I 9 Qq 1,` ( ) I I I I I I I ( ) County of Albeeaarle I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ / \ _ _ _ - " ' ' " i / \ \ C (Handtwloo Plan Checklist -To be placed on Laadsca Plans 1 1 I \ \ \ \ \ \ \ \ \ \ \ \ / - - - - - \ - - - - - - - i J - � _ k. PP III-2g1-111-297 for complete e � � w P peU6catbna) 7,he ,))twins Teen ,shall be show .. � `, 's..s' 0 Trer>s It bo roved; �./ Limits of ulcert P trees to ba saved ng (ouLHde dri lien of ): Locedon and tYPo of 1 protective footing; (Tiede changes requiring tree well, or wells; ® 1'rolwsod trenching or tunneling beyond the limit, oFdearin - � � _ 2. I All trees to be saved shall be marked with print or ribbon m a height clearly visible to equipment / / grads Z / / / / ' / / / / EXJSTI NG MIX JJF 0 No grading shell begin until the flee marking be, been inspected end approved by a County s nap. (15),�A / / / , ' /' / / /' / / / / / / /KAR1)WgC�O DS A�1D I/ I / / - _ _ - - _ _ _ - _ - ' " _ - ' " _ - - - 3. Pre ('onstrudion 'onf ..w• Tp / ' - - - - " " - " _ _ _ - - - is Tree preservation and protection measures shall be reviewed with the commelor on site. O ' EVERGREEOS /- REMAIJ� ' / / / _ _ _ P"` P - "- Ooention and ten¢e: Heavy ui men vehicular traffic end stontga of conswction metorials including soil shall not be v'Y eq P t. to he saved. Permitted within the driplines of trees -- - z r _ _ � - - - i Soil h;rosion and Stormwater Detention Ikvic ' W Such devices shall not adverse) affect tray to be saved. , ' ' -EX. OVERHEAD- r LU _ 'UTILITY _ _ - 6. Fes.= / I / / / ' / ' ' / / , / / l l , l / I � _ - - _ ' ' � � ® Fires are not permitted within 100 fret of the dripline of bees to be saved. EXfJVERHEAD , / / / / / , / / / , / / / / / / / / / / , / / / / — ' ' a J , / , / 1 _ _ _ _ _ ' ' / _ _ LU 7. Toxic Materials: ,UTILITY � / / / / , / / / / / / � ' / / , / / / ' , ' / / / ' / , / / � � ' / - ' � � ' ' � Toxic materials shall trot be stored within 100 feet of the dri line of trees to be saved. O Q a / , , LIU & Protective Fe¢cid¢: Z HO -MHO' ® Tres to be retained within 40 feet of a sad building or activity shall be protected fencing- -4-cifJ - —" T / P'roPo 8 88 h' Pr M Q / ' •� %_ _ / - / ' _ ' _ /_ _ - - - - and shall be inspected and roved b a County Inspector for to grading or construction. Uj O / ' I-1 dHp 7 / - i-/, - , \ ® Fetitntg shell be in place Pee ePP Y b' Pc Pr fT g LL 1H0 O'er ' HO , / I O Z don d�kj L � � d`Jfl r i 9. Trte Welb: —< -�_ - _ i When the ground level must be raised within the dripline of a tree to be saved, a cite well shall be provideA and a construction detail w _� 1� `' l \ ° ( 1 \ 1 L \ / \ 1 \ \ \ y \ = = — — /— _� — -y- submitted for approval. z 10. Tree Waft: When the and level must be lowered within Tire dripline a tree to be saved, a tree wall shall be provided; and a construction detailLU submitted for approval. \ , I / c— i� / i / / ' 11, Trenching and Tunndine: T \ 1 \ \ Q \ \ \ \ \ \ \ \ \ \ \ \ \ R R Q AD When trenching is required within the limits of ekwing, it shall be done as far away from the rooks of trees as possible. Tunneling 1 larder a I tree shell be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. Q L LYN 1©1 a BLIP g ® protective fencing shell be the lest items removed diving the final cleanup. — D D trxs shall lx treated Y by P^tt"°B. fertilization or other methods recommended by a tree specialist w 13. DamA[ed Trees: / / ' / ' —i ' / \ ` \ ` \ _ - ' ' / / / amaged lmmediaw] C y o I / / J / / / / = > % ! \ , /' �� ' -I - l \ -f I/' -_ ' / / , THE CONTRACTOR ON TREE CONSERVATION ai TO CONFER WITR tw / / /� / / NOTE: IT 1S THE LOPER S RESPONSIBILITY 'n i I , I I/ / i %i/i j / �/ // c\ \ I �� \—/ D-I / // ,/// /I/I /// / //// / / //// ,' // / /' ,x \ _ -,' , E'%�.BMP/i,' i' — / r n 1 _ �' I' / l I I \I ( — / , / UW1�1ERgf ATUR /\7LJ� as co _-_-_----_"- /' / ' / / ' / -/ _ _ _ �''' / ,' W I nn I I (DATE) 5I1I06 Page 1 of 1 a \ / I — — ' CONTRACT PURCHASER SIGNATURE LA V � \\ '� ` \A(I\0"Z MTN SUBDIVISION I II 1 MOSBY MTN SUBDIVISION �; I _- � JOB NO. 0 \ \ \ \ \ 1 \\ ,''' _ �' N 40919 I I 1 1 \ / 0 20 40 80 w 1 O 1 \\ \ \ , / , / `� � cc SHEET NO. L 1.02 / L II� III I� � IIIIIIII '� ♦� �� � � ••-• VZ�+•-------O.O�e�rv.r.rves_+__...�c000avri.s_cr_'_V�p. �C �.vvvvvvrv.r.r.r.�:Owv,00vvHlO�r�r�r.r.r.r.r.ry ,0��� IIIIII �AM� 110 ME � - � gas All $A v ,�� �- , / � ��®9'n��1C� i� �► � � ■ Dope 000a 1 � - \'! \ � ►,' +��� � `�._� - =1_:� - �`� a ��,� ��►�� (►�� .�� IIIIII � 1 41► ��� WE'REINNER Will ts► .. .► � � �\ PAP ZO ♦ :---— ®®� �all. �� � '� � 1 re P P.•.•r0000:000 11000.0000 - _ ..O.O:ovvc•... �,p� � ® � ;� ♦�� .��V �. or.l: J■ �, li6il��■ ■III,�i9l�,����ieo :aim I_•! �iiiiitlili E ��� „� .� III4 IaItv.{ �'C"''��ill .. r - - li I/' 0 � �� =. = i .® . .�i - �.®. cave � -•- o �� am � N : A� 1it'' , .��® vr• � , ® • 1 E� a 1 �=� i / � 0/'1.�"i�y�Q��AAI�Itl��dA� i�r��./� - . 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PVC � �� � ice' /mi i � / � �e,7� '��� �1 j 7. /� •� ,Go S 11 jig �' t►�% �� ����, rillsWAR •� \•:. �� �/ �� r'/nary%, 0 2 i w'01�•Mil• • >.��:o�� �� � . .: . • : • IRS ,a$`i�c:�A ' � �o�b`0�'°�� ;off • • : � : . - . Awl C \ 9 L PLANT SCHEDULE QTI I SYMBOL IScientific Name Common Name ISize ISpacing I Root (Notes I10 Yr Canop) Canopy Tota STREET TREES 14 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 5,558 13 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 2,535 3 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 42 15 PA Platanus acerifolia 'Columbia' London Planetree Z'Cal. As Shown B&B Matched specimens 254 3,810 40 QB Quercus bicolor Swamp White Oak Z'Cal. As Shown B&B Matched specimens 299 11,960 27 QP Quercus phellos Willow Oak 11' Ht. As Shown B&B Matched specimens 370 9,990 15 UA Ulmus americana "Princeton" Princeton Elm 10' Ht. As Shown B&B Matched specimens 397 5,955 SITE TREES 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B M utli-stem specimens, 3-5 stern 130 4,680 2 AR Acer rubrum 'Red Sunset' Red Maple Z'Cal. As Shown B&B Matched specimens 397 794 0 AS Acer saccharum 'Green Mountain' Sugar Maple Z'Cal. As Shown B&B Matched specimens 195 0 9 BN Betula nigro'Heritage' River Birch 1.5' Cal. As Shown B&B Matched specimens 464 4,176 30 CF Corpus florida 'Appalachian Mist' Dogwood Z'Cal. As Shown B&B 124 3,720 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 5 LS Liquidambarstyrocifluo 'Ward' Sweetgum Z'Cal. As Shown B&B Matched specimens 249 1,245 5 MV Magnolia virginiana Sweetbay Magnolia 8'-9' Ht. As Shown B&B 113 565 3 NS 11 sylvatica Blackgum Z'Cal. As Shown B&B Matched specimens 123 369 18 PA Platanus acerifolio'Bloodgood' London Planetree Z'Cal. As Shown B&B Matched specimens 368 6,624 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 8 TD Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 10 TO Thuja occidentalis White Cedar 4.5 Ht. As Shown B&B 10 100 Total = 63,857 SHRUBS 44 CA Clethra alnif olia 'Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. 248 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 104 FIG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. 28 HP Hydrangea paniculata'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. 36 IV-HG Itea virginica'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. 103 IV-LH Itea virginica'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. 48 VD -A Viburnum dentatum Arrowwood Viburnurr3 Gal. As Shown Cont. 70 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 26 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. GROUNDCOVERS & PERENNIALS 29 HF Hemerocallis fulva 8191 LM Liriope muscari 'Big Blue' 1700 PG Perennial garden 90 Pv-CB Panicum virgatum 'Cape Breeze' 448 Pv-S Panicum virgatum'Shenandoah' 210 JE Juncus effusus 40 RA Rhusaromatica'Gro-Low' 97 is Iris Sibirica 83 AT Amsonia tabernaemontana Orange Daylily 24" O.C. Bulbs Big Blue Lilyturf 1 Qt 12" O.C. 12" O.C. Switchgrass 1 Qt 24" O.C. Cont. Switchgrass 1 Qt 30" O.C. Cont. Soft rush 1 Qt 12" O.C. Cont. Gro-Low Sumac 1 Gal. 36" O.C. Cont. Siberian Iris 1 Qt 18" O.C. Bluestar 1 Qt 18" O.C. Legend - Groundcover Grass Hemerocallis fulva (HF) Liriope muscari (LM) Perennial garden (PG) Panicum virgatum 'Cape Breeze' (PV-CB) Panicum virgatum 'Shenandoah' Juncus effusus (JE) Rhus aromatica Gro-Low' (RA) Iris sibirica (IS) Amsonia tabernaemontana (AT) e'T/\I-1\I\A/ATrP /�AnP 1-1-I PI ALITIA I1�PI A\1 JCALE : I'' = I U --- --__- --- --- IM s • ' , eX , • .. � � • � �' ee � l��O.000 w ��O_O�OOi®'�®Op- O� _•-��►oO�s�.�s9oso`00 -Sip ��-y�p .�o � gvv0 19vv rN,eseob:O,LO..`.�Or0000`Opd:O�000�.0.0�O;00e�144.0609�00 0WO � �� s O O O'd'dww'O'0 0�`OrOfO'OA00�000'•, 0 9000.00� s���►voo•�--�_ _ _ ��- ,� . O.Op000wOe4sO�...irvvvv FF oo-000v Q , / / � • , ` �,�p may, �;��' / / / d\rMs���V`r►r1•���1 �si._r �r..c„•►�,-rrr�A►G.a►„on.:J'OfFlr�.-.-' 1 ���t9•r..:�r'�rC�iY _I�"'J.�i��il�■■�9- elf �-` :ii=��w;�1�-`w 1 - . IIG -�- ��� 1� • F>�!i'� e • 1\.Y'•Y 1RI �q fflUfflou • L1.04 / SCALE: 1" = 20' a D 4 Z w O a � � o U Ln (n w U 0 Z of 0 (n W i L 2 O Q 2 2 � gZ-) a� �a �o Ln i� DATE 0410612020 DRAWN BY R. COSTANZO DESIGNED BY CHECKED BY 1SCALE AS SHOW O 1--I LU J � J Z~ i O U-) LU z G > 0.Lu- -i 7� QZ Q 0�� W a W a > o �Q LU 0 U C 0 0 v C Qy 0 V � N � N 4-1 9 v Q) _ L � Q) � 0 N w V , t � V i s+ ro (U i» JOB NO. w 40919 5-- w SHEET NO. L1.04 L- O r I � b.D b m b.o b.o b.o b.o b.D b.o b.o b o D . I o b.a L '0.0I �' b.a b.o b.o b.o b.0 b.o %.a b.o 'DID i0 1.0 o .e b.o F-0-0 . I x b.l I. b.1 b .o .e b.a b.o b.a b.D b.a b.a b.a a.o `Uo 0 o b. .1 .2 b b 1 x b.o b.a b.o b.o b.o b.a b.o b.a a.o b 0 f 6 - N b.o b. b.o s f' • ♦♦; N %.a b.c P n' 11 II 0 '4.5 3. n I'! 11 r4i� `` i. II ■ ...■■ .o 0 I. r, L.a .0 0 4 b.a a m L7 %.D b.D .a b.a .a p'. ,0� II II a o P .a 11 II b.D j n n .a b.m %.0 %.a %.a %.a b.D 0.�. n P - .0 b.0 b.0 -0.0 b.a -0.0 4 N n n b.0 P- ' .a. -%.Q -1.0 - 1. n b.Da.-. .. m a - _ - n ' .0" .0 b.0 b.O .a b.9 II 1 e b.a a.1 ��' . .o b.D b.o b.o b.o 1y.a 1 .m b.m b.o b.a b.a b$o a 11 n n 4 II I b.o 11' .o b.o b.o b.0 a b ♦ q Y■■ b.a 1.0 m b.o b.o a. a r .m r '0.0 b.o b.a 1.0 b. 27 .a .a 3.. a. b.o b.0 .o b.a a.D 'o. .m b b _ -= 'a.a 'b.o a.a b a.6(j/fff/i b.0 1.0 b.0 C- '0.0 b.0 'a.0 •'I b.0 b.0 a.. b.0 b.0 a.c '4. 10.0 .o a. 11.0 o .0 I ffi.o .a b.o ,.,.� '-.a b.o b.a .o b. b.o b o C..: •.-- ♦ /\ b.o b.o b.o b.o .o 'c..- b.0 a.Ar�➢ o.: 9 r e e e e e ee e` e e� i 1 J J .4 .4 .4 a .. a.o b.a a.o b.a b.a a.o b.o 'a.o a.a a a b.s t.l b.a b.I, b.o b.o 'm b.a b.a b.o b.o b m 1 b1 b b b b Luednaare Schedule Syehall--I Qty Lapel Arrsaent ge■ LLF Lam. Lunen [RARGFACI Deecriptflan i-. 1 2 V4-HS SINGLE 1.000 13320 U.S. AACHITECPDRAt LIGHTING VLF-PLFD-LV-PT-90LEE-52S�L-M4-BS El4 MW3 SINGLE 1.000 5073 D.S. ARCBSTECTURA.L LIGHTING RI■-1041-PLED-III-N-20LED-70DIA-MM El2 WH4 SINGLE i1.D00 4942 R.S. ARCHITECTURAL LIGWFMG RBR-MM-PLED-IV-Ft-20LED-70OM-NM Calculation Rua■ary Label CaloTe yp Deity An MaN Kin Avg/Kin Max/Kin East Property Line Illiainsnoe Po a.L7 D.5 0.0 R.A. K.A. North Property Line Ill®aivanaa Po G.L7 DA 0.0 K.A. K.A. Parkiag Lot 1 I11goarenSe Po 2.D4 4.2 1.0 2.04 4.2D Parking Lot 2 1® I11inance Po 1.95 3.7 1.0 2.95 3.7D ,1 ba b ,2 i, , .D .0 ,m 0.0 ,0 O.a O.D .D .0 B 0 Prepared by; LIGHTING VIRGINIA CENTRAL 1.6 1.7 bl. b.D b.0 b.0 10.0 b.0 b.a b.D b.c a.0 b +0OG-2 Scuthlake Blvd. 4 D Richmond, VA 23236 Ted; 504-379-7771 vl 02.0 bn b.I b.I b.a b.0 b.0 b.0 %.a b.a b.o 'a sse'Ia♦hkaDg„rr9�AxA.nor4 0 / \9 D ® ME = 4lcecting height i6 FEET -^r.-s= 3 10.2 1b.3 b.I 'b.o b.o a.a a.a IS.a b.o a o tee= F0, 1. NO ALTERATIONS OR MODIFITSITIONS SMALL EIS MADE TO MIS FIRE NITHOUT ME PERMISSION OF SIGHTING VIRGINIA J-r I 1.9 ® ` ` P;4 b.I b.1 a.1 b.a 'b.o b.a b.a b.o 'b.o b 0 CENTRAL, BLAME PARNSLL, ILC. L Park9ee R.ot : ♦ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MAEUFACTURHR AND CATALOG NUMBERS LISTED IN ♦ THE LUMTNAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS MGM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 1 1.1 1.1 -Z.1 ♦� j ... b.2 b.l b,l b.a b.a a.0 b.0 b.0 a.0 b 0 RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AID ARCHITECT APPROVAL. REVIEW COSTS, RENOREED .. ♦ PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF III REPORTS WILL SOLELY BE THE RESPONSIBILITY ♦f+., OF ANY CONTRACTING TIM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE 1.2 1.2 -Ar.3� 5 b.I b.i a.o b.o b.a b.a b.o b.o b.o b o GaaxsaxeTxoNAL DmDBH. ■ 3. SITS DSTAILS PROVIDED MERION ARE REPRODUCED ONLY AS A VISUALI➢ATION AID. FIELD DEVIATIONS MAT SIGNIFICANTLY . ■ b,Il b.0 b.0 b.0 b.0 b.D lb b.0 b.0 b AFFECT PREDICTED PERPORMANCS. PRICKS TO INSTAILATIOR, CRITICAL SITE INFORMATION IMLS LOCATIONS, DRIENTATION, .3 .9 -■.- 0 MMTM HEIGHT, ETC I SHOULD BE COORDINATED WITH THE CDHTRACTOR AND/01 SPECIFIER RESPONSIBLE FOR THE ■ PROJECT. r .S .S �� ': I 'r '. a.l b.m b.0 0.0 b.a b.a b.0 b.0 b.0 a 0 4. LOMINAIIHB bATA IB TEBTBb TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AM ffiUPPL1Bb BY OTME118 TO / LIGHTING VIRGINIA. OPERATING VOLTAGE ABU NORMAL MANUFACTURING TOLERANCES OP LAMS, BALLAST, AND LWIINAIRB ■ MAY AFIECT FIELD RESULTS. b.1 b.a b.o b.a b.o a.a b.D 'a.0 b.0 b 0 - 1 -' ■ S. COIFOFammcz To FACILITY CODS AID OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AID/OR TWA CasI6R'E REPRESENTATIVE. a.a b.a b.o b.o b.o b.a b.a 'a.a a.o a D - /- 6. CREEK SCALE. MINTED OR PIGGING MGM ELECTRONIC FILES MAY AT OTHER THAN THE r RGRAPHIC VOCCURERIFY C SEMS11TE ➢6AIRE➢ OR AE9aN6➢ GRAPHIC SCALES. IT LS TEB RESPONSIBILITY Of VRS RECIPIENT TO VERIFY THAT THE PAINTED OR PLOTTED-T SCALE SHARING IS PRINTED TO SCALE. - b.o b.a a.0 b.c b.0 b.a b.a b.o a.o b D ■ 7. EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MOST BE FULL CUTOFF. 'U I.y a.o b.m b.m 'b.o'b.ob.a b.D b.o 'b.ob o ®o '0 L b.o b.a b.m b.a %.a b.a %.a a.o b.o b o ®D b 'b.a b.0 b.0 b.a b.0 b.a b.a b.o b.o b o a 1.0 .® 0.0 b .0 b,o 0.0 a.0 0.0 a.0 0.a Q.D 1.9 1.0b 0 b ®D b.o b.a b.o b.a b.o a.a b.D b.o b.o b o 1. .a b.D b.o a.a b.m b. b D ®D b.o b.a b.0 b.a b.o 1.0 b.a %.a b.o b a .D H.0 ..c.a .a *0a �o b.o b.m b.m b.n b.a b.o b.a b.a b.o 'ao 1.0 b a bWoo b.o o.o a.o b.a b.o b.a b.o b.o a.o b o 1. a a ®o a.a b.a a.o a.a a.a a.o a.a a.o 'b.o 0 o b D IOD a.o b.o b.o a.a b.a a.o b.o b.o b.o b o 7 1.2 b.0 b.o b.o b.a b.0 b.a a.D b.o b.o b o b32 b.1 b.I 1I.1 .1.1 11.1 a.a a.o a.a b.D b o 'x. 1.1 1.9 1.a 'b93 b.I b.o b.o '@.a b.0 b.a b.a b.a b.o b o 2 1.5 '0 3 10.1 b.m b.o a.o b.o b.a b.a b.a a.o a o 1.7 1.6 .2 .9 .E 1.6 11.^. r'�2 b.0 b.o b.m III .a b.a b.a b.a b.6 'b.o b D 1.9 1.7 1.7 1.a 10S2 10.1 b.a b.o b.o b.a b.o b.a b.0 b.0 b o 2 ,1 '2.0 1.9 3,1 - a.I b.I b.i b.o 'm b.a b.a b.a 'a.o b.o b o Parking Lot 2 .5 b 2 '2.0 12.1 %.1 Ib3.2 10.1 b.x b.o b.o b.o a.a b.a b.o b.o b 0 ,x 'I. '2.0 1.3 *2.a '.. to a b.2 14.1 1b.1 a.0 'b.o a.0 b.0 b.0 a.0 b 0 .7 .4 12.0 1.3 14 i 9-RR 11425 b.2 b.l b.I b.a b.a a.a b.o b.o b.o b o .5 1.1 1.0 1.1 la 3 10.1 10.1 10.1 b.c b.o b.a b.a b.o 'b.o b o .7 12 1 1.9 1.9 12.2 '. a2l b.I b.l b.o b.a b.o b.a b.a b.a a.o b o ;•1 . 1.5 1.6 1.4 '1' x.1 b.a b.a b.o b.o b.a b.I b.a b.o 'b.o b o C-17 1:I 'a.a 'a.a 'b.o I _ 1-.1 a.o a.o a.a b.a a.o b.a a o a b.o b.o b.o 'm b.o a.a b.o b.o b.o b o a.3 a.2 B 'a.a b.o b.o m b.a b.a b.D b.o b.o b o .1 '0 .x b.l I b D b.0 b.m a.a b.D b.a a.o b.o b.o b.o b o .2 b.l b.1 b tea b.a b.o b.o b.m b.o b.a b.D b.0 'b.o b o 1.0 a.a .a .0 OIDD,Q. 'a.0 10.0 a.a b.m 10.0 10.0 10.0 b.o 00 .m 'b.o b.o �b�a a.® b.o b.o b.a b.a b.o a.I b o 1.0 .a b. .O b.a b.a b.0 b.a" b.o b.o 10.0 b.0 b.D b.a 'b.o b o �' b b.o b.o b.0 '0.0 b.o b.0 b.o ,o b.a b.a b.0 b.a b.0 1.0 b 0 I.o b.o b.o b.o b.D b.o b.D b.o b.m m b.a 'b.o b.o b.D b.o b.o b o r NOTE: EACH LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS MUST BE FULL CUT OFF. SCALE 1"=30' 0 30' 60' I. P�AMs LIGHTING VIRGINIA 9 I. NEw TH CLINT W. S F LET 1 LICK. N . 543t0 0/26/2020 \` 1rsy0;1AL �C;w•'1 M E CD � o N � N C > E w a E i Q LL o 3 p LL wO `mom IYSU LM C-J U 00 J - Ixj M (7W NV W 30 �X V) LL p Q = v U-) X N N =v>U) IT 0 N DI C- M C- US00 H- z O a U U 1n LU 0 � O 1u 1u U U UU d d W W DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' (W V J I- W Z ��a ^ LL J m waw O O W z Q0 C = W" ^^ LL 0 0 0 T� i I- 0 U) JOB NO. 40919 SHEET NO. E 1.00 L Date: May 28, 2020 Page 1/1 P°A"'s Transmittal LIGHTING VIRGINIA Lighting Virginia -Central gRNEVV 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project Southwood Subdivision Quote# LV - CENTRAL20-30857 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part V4-HS US Architectural VLL-PLED-IV-FT-80LED-525MA-NW-1- XX-HS-PLED WM3 US Architectural RZR-WM1-PLED-III-W-20LED-700MA- NW WM4 US Architectural RZR-WM1-PLED-N-FT-20LED-700MA- NW 25' POLE American Lite Pole RNS-25-40-11-AB-Di FF00009 Liqhtinq Virqinia - Central phone 379-7777 fax 804-379-7778 Paqe 1/1 Submitted by Lighting Virginia -Central lCataloa Number: VLL-PLED-IV-FT-80LED-525MA-NW- Type: pDAM4. Job Name: LIGHTING Southwood Subdivision 1-XX-HS-PLED V4rHS Architect: TIMMONS Notes: gVIRGINIA RRNE LV - CENTRAL20-30857 VALULUME SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS -L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR) TEMP. WATTS VOLTS INPUT AMPS 40 LED 40 PLED Optical 5,585- 5,306- 5,864- 85,000+ -40°F 43 120 0.36 Module-35OmA 6,408 6,088 6,729 277 0.16 347 0.12 40 LED 40 PLED®Optical 8,059- 7,656- 8,462- 85,000+ -40°F 65 120 0.54 Module-525mA 9,246 8,784 9,709 277 0.23 347 0.19 40 LED 40 PLED Optical 10,240- 9,728- 10.752- 85,000+ -40°F 87 120 0.73 Module -7001 11.749 11,162 12,337 277 0.31 347 0.25 40 LED 4 PLED ti I 13,642 - 12,960 - 0 O ca P 14.324 -85 000+ -40°F 128 1.07 Module -1O50mA 15,652 74,870 16.435 277 277 0.qb 347 0.37 80 LED 80 Pi Optical 10,824- 10,283- 11,365- 85,000+ 410°F 86 120 0.72 Module -3601 12.419 11,798 13,040 277 0.31 347 0.25 80 LED 80 PLED" OP tical 15 587 - 14 808 - 16 366 - 85 000+ -41WF 130 120 1.08 Module-525mA 17,884 16,990 18,778 277 0.7 347 0.37 80 LED 80 PLEDOptical 19,767- l8i 20,755- 85.000+ -40°F 174 120 1.45 Module-700mA 22,680 21,546 23,814 277 0.63 347 0.50 80 LED 80 PLED Optical 26,255- 24,942- 27,568- 85,000+ -101 257 120 2.14 Module -101 30,124 28,618 31,630 277 0.93 347 0.74 Ni 1. Mac InputAmps Is the highest of darting, operating, or open circuit currents 2. Lumen values for LED Modules wry according to the disMbWion type 3. System Walls includes the source walls and all driver canponenre. 4. Fuse value should be sufficient to protect all wiring components. Far electronic drMsr and LED component protection, use 1 DKV -20KV surge suppressors. S. V0(9K) -TM-21 6. rule applled WARNING: All fixtures must be installed in accardarim with local codes or the National Electrical Code. Failure ta do so may, result in serious personal injury. » U.S. ARCHITECTURAL U.S. Architectural Lighting aces.(aa0s+2aR1 w.w.vrda.�aa �® rDAM4, Job Name: VLL-PLED-IV-FT-80LED-525MA-NW- L.E LIGHTING Southwood Subdivision 1-XX-HS-PLED Vili VIRGINIA Architect: TIMMONS Notes: R'4RNEV3' LV - CENTRAL20-30857 NFOJECT XASE: SOLID STATE AREA LIGHTING PE_ VALULUME SERIES -PLED S P E C I F I C A T 1 O N S OPTICALHOUSING Heavy cast low coppper aluminum (A366 allay: <0.2% copper) assembly with Inttaappml cooling fins. The Optical %w, mountlny surfaceb no WdBat (surfacevariance<: .003' over 12') to KKilifale Merma( transfer of heat to housing ontl cooling fins. Solid be wall separates ootical and eiecirb.1 compartments. The optical and sism l compartments are in:Tneed to chicle one assembly. Minimum wall thickness is.l BB'. ELECTRICAL HOUSING w/ INTEGRATEDARM Heavy cast low copper pluminum (A356 allay: <0.2% copper) assembly Nph integral cooling rlba surrounding the electrical compartment and a flat surface on the fap of fine arm to accommroataopphto taell receptacle.solld barrier wall sepaaand electrical compartments.The optical comportment and electrical compadment with the Iniegratetl support arm combine to createoneauemGy. Minimum wall hlcknessls.l BB'.Cast and hingGed driver assembly cover is Integrated Mth wlring comparlmsntcover. PIED OPrICS Emttters REED'S) chi arrayed on a metal core PCB panel with eachh emlfm located on a copper thermal transfer - VLL PLED pad and chat by On LED retie Cfor. LED opt C3 compleiely seal each Individual emitter to meet an IP66 MIFMPFNDINa rating no"metric distributions, a microrefiector inside Me refihm,. re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acryrylic. Each LED refractor is sealed W Me PCB owe, an emMer and all refractors are retained by an aluminum oeyess frame. Any one Ponel, a group of Ponels In a luminalhi. have Me same optical PaBem. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in Po° Increments. LED DRIVER(S) fficol Constant current electronic with a power factor of >.90 and a minimum operatinrgq bmpemture of 40°F/40°C. Drtvar(a) la/are UL and cUL recognized and mounted tll,9ofty O901natthe EIBnt,IOal Housing ta faollltafethennal hansfar, held down by unlvenal clamps to tacllHafe easy o'o°re nmm'.o removal. In4lne terminal blacks focHRI Wring between the driver and optical aroys. Drivers accept m input Of T 120-D7V. 50/60Hz or 34]V-48OV 50.6OHz. (0 - lOV e dimmable driwsr is standard. Driver has a minimum of SIM Internal surge protection. Luminaire supplied with 20" surge promotarfor field accessible installation) LED EMITTERS High o ut LED's are utilized with drive currents ranging from 35 mA to 1050mA. 70CRI Minimum. LED's are OWllable In standard Neutral White (4000 or a llOn01 Cool White ((5aa0K) or Warm White (300 K). Consult Factoryforothor UE options. FINISH Electrostatically applied TGIC Polyester Powder Coot on misetrale prepares with 20 PSI power wash at 140°F. Four step media blast and Iran phosphate pretreatment far protection and paint adhesion. 100°F bake far maximum hardness and durability. c©IN WR:L4F 2019214 O.S. Architectural Lightingm�i•.°®�r.Yi © U.S.ARCHITECTURAL Ant 3. 2020 1/3 Index Pane submitted bv Lighting Vir inia-Central Catalog Number: type: pDAM4. Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: 4RNE� 1 11 - IIHTcel vn_anncT SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <L .003") to facilitate thermal Transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembli minimum wall Thickness is .188'. ELECTRICAL HOUSING Heavycast low copper aluminum A356 alloy; <0.2%copper) PP Fixture assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on the Top edge of the Mounting Plate and stainless steel recessed socket head screws Tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper Thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which redirects the house Side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to The PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have The some optical pattern. LED refractors produce Type 11, III, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 9W increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40°F/40°C. Driver(s) is/are UL and OIL recognized and mounted directly against The Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6011z or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA To 105omA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight output in The blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140•F Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400'F bake for maximum hardness and durability. PROJECT NAME: PROJECT TYPE: FIXTURE A B C RZR-WM 1 PATENT PENDING FIXTURE A B C RZRWR 18• /2• 8• H A-) Poem awl RZRW2-EM 1 6 116" alero RZR-W M 2 PATENT PENDING �irrrr A B C V 1 FIXTURE A B C RZRW9 6mrm1 123-•1 t12mt I1 RZRW3-EM Iw«•U aa•rml nanmU RZR-WM3 11 PATENT PENDING C ll UB MADE IN THE go LiIS& 2019093 °'° °"• "°es' © U.S. Architectural Lighting Phaw<mn z3s4aao �r(a4n z3saal U.S. ARCHITECTURAL www.,,adro.�am � Submitted by Lighting Vir inia-Central Catalog Number: VLL-PLED-W-FT-80LED-525MA-NW- Type: Job Name: pDAM4, LIGHTING Southwood Subdivision 1-XX-HS-PLED V4-H$ VIRGINIA Architect: TIMMONS Notes: R4RNEV LV - CENTRAL20-30857 VALULUME SERIES - PLED 01 POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES 5.25" (387mm) R D T e- • - C, l. 2-(51mr) 'e tee- -' ¢ i 25" L(saslm) oU•i •Oii WIREWAY noili 80 LED Array .36CT4'r DLA. Mn) pe7mm) \I 1 VLL PLED EXTRUDEDALUMINUMARM AND CAST E.P.A.=0.77 ,406-DIA (ift ALUMINUMWALL BRACKETASSEMBLY Available in: (3)HOLES PROVIDEDWITH BUILT IN GASKETEDWIRE 80&40 LED Array ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive System HID No. of LEDs Current Walls Equivalent -r 360mA 45 70-100 T 525mA 40 66 100-150 r SG. + ss• 700mA 91 175 077 04anm) 1050ri 142 200-250 i 351 92 150-175 60'DIA. BO 525mA 136 200-250 HOLES 7D0mA 184 400 1050m k 266 450 -:.7orda AS: VLL-LED/PLED-VSQ/80LED-700mA/NW/277/1/RAL9005 PLED" DISTRIBUTION No. LEDs DRIVE COLOR ARM MOUNT STANDARD CURRENT TEMPCCT TEXTURED FINISH ❑ VLL LED ❑ TYPE ii PLED -II .,..... ❑BOIED ❑ 1050mA ❑ NW (4000K)' STANDARD ❑ 1 ............ �• ❑ BLACK RAL-0WST ❑ HIGH -LOW DIMMING FOR HARDWRED OR ❑40LED ❑ 700MA ❑ CW (5000K) ❑ 2-180...... NONINTEGRATED MOTION ❑ TYPE II FROM ROW ® H SENSOR............ HLSW PLED-II-FR..... El C]❑ WW(3000K) RAL-9003-T ❑ INTERNAL ❑ TYPE II MEDIAN ❑ 2-90... ..% HOUSE SIDE SHIELD. HSPIED ILLUMINATOR 0350MA olxwlEomlaa PLED-IIi.. aILABLE El GREY El PHOTO CELL+ VOLTAGE ACIaliy CONSU❑ 8120.. ... RAL-7004-T (EXAMPLE', PC120V). M+V 1-1 TYPE III MED. r�(8�1BItt ❑ PLED -III M .. ..IJ TWIST LOCK VOLTAGE ■■ ❑ DARK El RECEPTACLE ONLY TPR El TYPE III WIDE ® 3-90 W BRONZE El7.PIN TWIST LOCK PLED -III W ❑120 RAL-8019-T RECEPTACLE ONLY... TPR7 ❑ TYPE IV ® ❑208 PLEASE � 4AD"""' me ❑ SINGLE FUSE PLED4V ...... ❑ TYPE IV SPECIFY � 240 ■ ❑ GREEN RAL-6005-T ❑ UNIVERSAL POLE (120V, 277V. 347V).. SF ❑ DOUBLE FUSE PLED4V-FT .... ADAPTOR. DF ❑277 UPA PLEASE (208124014801 ❑ TYPE VNARROW ❑347 SPECIFY ❑ STEP DIM MOTION SENSOR PLED-VSG-N .,.X WALL MOUNT (PROGRAMMED 50/100) ❑1YED-V-SPE V . O ❑480 ❑ WM ........ �1 �1 ., ., MS-F211 PLED-VBG-M .. col �mo� ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURATOR PLED-VSG-W .. 0 MSFC10 U.S. ARCHITECTURAL U.S. Architectural Lighting m Aotttico 2Dm �rc4ao zssam _® Submitted On: Apr 3, 2020 2/3 Index Page bmitted by Lighting Virginia -Central Catalog Number: type: tDAMy Job Name: RZR-WM1-PLED-III-W-20LED- LIGHTING Southwood Subdivision 700MA-NW WM3 gVIRGINIA Architect: TIMMONS Notes: gRNE LV - CENTRAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4" Surface Conduflt Is I rEMBack Box Is2-deeper than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYOND THE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPUCATION&THERE BTO BE AN SOLS02AND S030PTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT PLUGS. THE EN -LED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20,40, or 60)TO MEET THE FOLLOWING LIGHT LEVELS FOR A MINIMUM OF 90 MINUTES - WMl-45%®350MA WM2 =96%®950MA WM3 =24%® 350MA •MULTIPLYTHE %ABOVE BYTHE LUMEN OUTPUT g 350MA WALL MOUNTING Mounting Bracket Wan Hole MWMao towall Bet screw, Set Screw tack �`/OEdor Example: RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES 0 o 60 LED Module RZR-WM3-LED E.P.A.=.69 Available in: 60 LED Module o ¢000® 0 40LEDModule RZR-WM2-LED E.P.A.=.47 Avallabl40 LED Module 40 LED Module a o® o 20 LED Module RZR-WMI-LED E.P.A.=.33 Available in, 20LED Module MAX INPUT WATTAGE •OF DRIVE CURRENT LED's 35OmA 525mA 700mA 1050mA w 68W 99W 131W 198W 40 46W 66W 87W 134W 20 23W 33W 44W 66W 8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED' DisTRevrioN TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑ HIGH{OW DIMMING FOR TEMP -CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WM1 [I TYPE II PLED41 ® RZR-wM1 ❑ 20LED ❑ 350MA ❑ NW (40DDIQ° •STANDAID ❑ 120 [1 BLACK RAIL-90054 [I HOUSE SIDE SHIELDING .................... HSIPL1D ....... ❑ 525mA El 208 CELL+VOLTAGE ❑ TYPE II FRONT ROW ❑ CW (SODOIQ ❑ 240 ❑ WHITE (PHOTO ( EXAMPLE: PC120V) ... PC+V PLED41-FR..... ® ❑ 700mA' El wily (3000K) 11277 RAL-9003-T ❑ SINGLE FUSE ElR-W RZM2 ❑ TYPE IT ® MWM2 ❑ 105omA' 347 El[1. GREY (120V & 277V) ...... SF ❑ PLED-111 ....... ❑40LED CONSULT FACTORY wRolxwuocowRs El 480 RAL-7004-T DOUBLE FUSE (208V&24M...... . DF ❑ TYPE IT WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED4I1-W.... SELECT RA48019-T (PROGRAMMED 50/100) AMBER' MSE211 ❑ TYPE IV ❑ PHOSPHOR VOLTAGE El ❑REMOTE MOTION SENSOR ❑ RZIR-WM3 PLED4v....... ® RZFEWM3 CONVERTED RAL-6005-T CONFIGURATOR AMBER ..................... MSfC10 ❑ TYPE IVfr ❑60LED POA FORS4ODTH RNBH ❑ EMERGENCY BACKUP LENT! PLED-IV"FT.... ® ❑TRUE AMBER' REPIACESURa'T' Whi SUFFX17 ❑ EMERGENCY BACKUP TRIAL OxAMHE') (HOUSING ONLY) ... . EMHI ❑ EMERGENCY BACKUP 2..EM2 Mol'• SELECT WlfhaMX3Trafl115E'MIXTM FINISH ❑ EMERGENCY BACKUP 3.11103 2xkMwv6Woe2aEMxAWxooERMEe ❑ SURFACE CONDUIT I... SCI CGTEWNAIFM sAvauBLE lxssD,Ass2elADRrn; rote` �T oc1� ❑ SURFACE CONDUIT 2., SC2 WMEN15 aiLY ❑ SURFACE CONDUIT 3. SC3 U.S. Architectural Lighting U.S. ARCHITECTURAL Pmrw(ml)2sszaao ins (mD233R(dl T CLINT W. S M29F LET P Lic. N • 54380 10/26/2020 M E O On O N N N > E W N E Q LL O 3 LL 0 K uLU O L M Q j U m W J -Uri of ; O a W O N LD v Z 1 2Mt 3: O X LY n IaL Q 7 (n = v N = U > Q . C Ch O N W 7 N M a� W J H N Z 0 f f AL Z O a U (n W 7 _0 W W LU Of o0 C) C) U U W W W W K K DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT- SCALE N.A. W Q J EJJ 11 I I- zrn Y.P / I- w a LLJ ^� > TW L.L LD 2 Of '^ c� VJ O G I- J m D W a U > ILL o 0 Z Wz 0 0 2 LU C� J 0 O O T� i I- Z) o V / 1OB NO. 40919 SHEET NO. E2.00 Submitted On: L Index Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-III-W-20LED- Type: pOAAi Job Name: LIGHTING Southwood Subdivision 700MA-NW WM3 VIRGINIA Architect: TIMMONS Notes: R"4RNE��' LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL LUMENS- INITIAL INITIAL LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCI. 4000K 3000K 5000K THAN (III II TEMP. WATTS VOLTS INPUT AMPS 20 LED 20 PLED'Opfical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module -35OmA Z993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED'Optical 3.897- 3,702- 4,092- 60000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 PLED'Opfical 4,942- 4,695- 51189- 60,OD0+ -20°F 44 120 0.37 Module -70OmA 5,466 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 6,564- 6,236- 61 60.000E -20°F 65 120 0.55 Module-1050mA 7.260 6.897 7,623 277 0.24 347 0.19 40 LED 40 PLED Opfical 5,585- 5,206- 5,864- 60,000+ -201 43 120 0.36 Motlule-350mA 6,178 5.869 6.487 277 0.16 347 0.13 40 LED 40 PLED' Optical 8,059- 7,656- 8,462- Still -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 0.24 347 0.19 40 LED 40 PLED•Opfical 10,240- 9,728- 101 60,000+ -20°F 87 120 0.73 Module -700mA 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 1Z690- 14,324- 60,000+ -20°F 129 120 1.08 Module -10501 16,089 14,335 15,843 277 0,47 347 0.38 60 LED 60 PLED'Opfical 111 7,712- 8,524- 60,000+ -20°F 65 120 0.55 Module -350mll 8,979 81530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12.275- 60.000+ -201 98 120 0.82 Module -525mA 12,930 12,284 13,577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 151 Boll -20-F 131 120 1.09 Module -700mA 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 201 60.ODO+ -20°F 193 120 1.61 Module - 1050ni 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: I. Max Input Amps is the highest of starting, operatings or open dmuW currents 2. Wmen wlues for LED Modules wry according to the distribution type 3. System Watts includes the source walls and all driver components. 4. Fuse wlue should be sufficient to prefect all wiring components. B. 1.701 OK)-TIN421 6x mle applied V 01 OK) - Calculated = 244,000 0 701 =l0200o61o5amA WARNING: All fxonxies must be installed in copordol wtih local codes or the NaAand Electrical Code. Failure to do so may muff in serious personal injury. U.S. ARCHITECTURAL U.S. Architectural Lighting M�wemn 2ssmoD ra. c4+o a%mD� vnxw.amlR.mm © EEE� Submitted On: Apr 3, 2020 3/3 Index Page pDA00 LIGHTING VIRGINIA i Subdivision TIMMONS SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003") To facilitate Thermal transfer of heat to housing and cooling fins, The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is .188". ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2%copper) assembly. Minimum wall Thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on The top edge of The Mounting Plate and stainless steel recessed socket head screws tighten The Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside The refractor which re -directs the house side emitter output towards The street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce Type 11, III, and Type IV slte/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 900 increments. LED DRIVERS) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40"F/AO*C. Driver(s) is/are UL and cUL recognized and mounted directly against The Electrical Housing to facilitate thermal Transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120150/601 or 347VA80V, 50,601 (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 1050ri 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PICA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar To UPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material That emits light in the amber spectral bandwidth only without The use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401 Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400°F bake for maximum hardness and durability. LAd LdIVY rvunlLI RZR-W M 1-PLED-IV-FT-20LED- PROJECT NAME: PROJECT TYPE: c �L us LISTED WM4 LV - FIXTURE A B C RZRW1 8.75" I 12" m,-,.., 6" RZRWI-EM 11" 14" 66" RZR-W M 1 A T C PATENT PENDING FIXTURE A B C R2RW2 IS" E 12• Ixi B" n.-I RZRW2-EM 18" 14- 6.5" I+D•=N .I USI RZR-WM2 PATENT PENDING FIXTURE A B C RZRW3 I.. mw-I lati,.y msx.ml RZRW3-EM e23"D Isuml ,re�w RZR-WM3 PATENT PENDING MADEINTHE L1111I 2019093 U.S. ARCHITECTURAL U.S. Architectural Lighting BM AEUDL2Rs2wo R.wlron gas-2Bm _® xviy. Iromm Paqe Submitted by Lighting Virginia- entral ICataloa Number: RZR-WM1-PLED-IV-FT-20LED- Type: FOAM Job Name: LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: a '1RNe- LV - CENTRAL20-30857 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX COUNT TYPE SOURCE 4000K 3000K 5000K THAN(HR)-TM21 TEMP. WATTS VOLTS INPUTAMPS 20 LED 20 PLED'Optical 2,706- 2,571 - 2,841 - 60,000+ -20°F 22 120 0.19 Module -35OmA 2,993 2.843 3,143 277 0.08 347 0.07 20 LED 20 PLED®Optical 3.897- 3.702- 4,092- 60,000+ -20"F 33 120 0.28 Module -525mA 4,310 4.095 4,526 277 0.12 347 0.10 20 LED 20 PLED* Optical 4,942- 4,695- 51189- 60,000+ -20°F 44 120 0.37 Module -700mA 51 5,193 5,739 277 0.16 347 0.13 20 LED 20 PLED'Optical 61 6,236- 6,892- 60,000+ -20°F 65 12U 0.55 Module -1050mA 7.260 6,897 7,623 277 0.24 347 0.19 40 LED 40 PLED Optical 51 5,206- 5,864- 60,000+ -201 43 120 0.36 Module -3501 6,178 51869 6,487 277 0.16 347 0.13 40 LED 40 PLED'Optical 8.059- 7,656- El - 60,000. -20°F 65 120 0.55 Module -525mA 8,914 8,468 9,360 277 024 347 0.19 40 LED 40 PLED -Optical 10,240- 9,728- 10,752- 60000+ -20°F 87 120 0.73 Module -700rl 11,327 10,761 11,893 277 0.32 347 0.26 40 LED 40 PLED'Optical 13,642- 12.690- 14,324- 601000+ -20V 129 120 1.08 Module -105OmA 15,089 14,335 15,843 277 0.47 347 0.38 60 LED 60 PLED'Opnoal 8,118- 7,712- 111 60,000+ -201 65 120 0.55 Module -350ri 8,979 8,530 9,428 277 0.24 347 0.19 60 LED 60 PLED'Optical 11,690- 11,106- 12,275- 60,000+ -20°F 98 120 0.82 Module -525mA 12,930 12.284 13.577 277 0.36 347 0.29 60 LED 60 PLED -Optical 14,825- 14,084- 15,566- 60.000+ -20°F 131 120 1.09 Module -700rl 16,398 15,578 17,218 277 0.47 347 0.38 60 LED 60 PLED'Optical 19,691- 18,706- 20,676- 60,000+ -20"F 193 120 1.61 Module -IMORI 21,780 20,691 22,869 277 0.70 347 0.56 NOTES: 1. Max Input Amps is the highest of starting, operating, or open clrcult currents 2. Lumen wlues for LED Modules wry oavrdirg to Me disfibWian type 3. System Watts includes the sounplawa8s and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. VO(1OK)-T1N+216xruleapplied VO(1 OK) - CQIcuklled = 2A4,ODO a 70OmA =102,000010501 WARNING: All flxlumu must be Installed In accordance with Goal codes or the National Bechfool Code. Failure to do so may resuB In serious personal Injury. G9ss' U.S.ARCHITECTURAL U.S. Architectural Lighting m,w,• ImD 23s2on � www.UMm, °m RAAn ssa2aT © �® Submitted by Lighting Virginia -Central Catalog Number: Type: p0AM, Job Name: RZR-WM1-PLED-IV-FT-20LED- LIGHTING Southwood Subdivision 700MA-NW WM4 VIRGINIA Architect: TIMMONS Notes: 4RhrE-� LV - CENTFZAL20-30857 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency f Back Box (Ell 3/4" Surface Conduit (SC) r EM Back Box 112'49si Man standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEVONDTHE STANDARD HOUSING AND CONTAINSTHE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) APPLICATIONS.THERE ISM BEAN SCI.SC2,AND SM OFIMN FORTHE DIFFERING HOUSING SIZES.SC SHIPS WITHTHREADED CONDUIT PLUGS. THE EMAED SYSTEM PROVIDES POWERTO ALL LEDs INTHE ARRAY (20, 40or 60) 70 MEET THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES - WMl = 45%V 350MA WM2=36%®35DMA WM3=24%e 350MA 'MULTIPLYTHE Is ABOVE BYTHE LUMEN OUTPUT® 350MA WALL MOUNTING Mounting Bracket Wall Plate M°umaa rowan. Set Sol Set Screw Lack ' fer Ecmlpba. RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL PLED® MODULES ewe ••60 LED Module Q4 RZR4111113-LED E.P.A.=.69 Available in: 60 LED Module 0 0 o®�� v 40 LED Module MR-WM2-LED E.11.A.=.47 Available in: 40 LED Module D ® 0 20 LED Module RZR-WMI-LED E.P.A.=.33 Availablein: 20LED Module MAX INPUT WATTAGE It OF DRIVE CURRENT LED's 350MA 525mA 700ni 105OmA 60 68W 99W 131W 198W 40 45W 66W 87W 134W 20 23W 33W 44W 66W 80191 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED" DISIMBLMON TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD ❑HIGH -LOW DIMMING FOR TEMP-OCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW 1 a7a-WMl ❑ TYPE II PLED41 ® IraWMI ❑ 201ED ❑ 350MA ❑ NW (40001 •srnw, , ❑ 120 ❑ BLACK RAL-900ST HOUSE.......... SIDE SHIELDING .................... HSPIED ....... ❑ 525mA 208 ❑ PHOTOCELL+VOLTAGE ❑ TYPE II FROM ROW ® ❑ CW (5000K) 0 240 ❑ WHITE (EXAMPLE: PC12M... III PLED-IFFR ..... ❑ 700mA' WAF❑ (3�� 277 ��3-T El SINGLE FUSE (120V & 277V) ....... SF RZR-WM2 ❑ TYPE III ® RIAN M2 ❑ 1050mA' 347 GREY El DOUBLE FUSE PLED411....... ❑40LED coNUETEAcraN roaolxr2upcowlB 480 04T RAL-(208V & 24OV) .... ..OF ❑ TYPE III WIDE ❑ DARK BRONRE ❑ STEP DIM MOTION SENSOR PLEDHIHW .... RAL-8019-T TROGRAMMED50n00) AMBER' SELECT ..................... hill ❑ TYPE IV ❑ PHOSPHOR VOLTAGE ❑ GREEN ❑ REMOTE MOTION SENSOR ❑ RZR-WM3 PLEDIV....... ® g7p-WM3 CONVERTED RAL•6110ST CONFIGURATOR ❑60LED AMB87 PICA rapiSIIURRX .. All ❑EMERGENCY BACKUP I..EM1 ❑ TYPE ® nE 7x r HI PLED-NHT"" ❑ TRUE AMBER' H V FRX' wnM,RAL s ❑EMERGENCY BACKUP TRA (ExAMnE: RALaams) (HOUSING ONLY)..... El EMERGENCY BACKUP 2. .EM2 SELECT ,T' mmw.,elamwAnmmnL6EMTHTM FINISH ❑ EMERGENCY BACKUP 3..1 LESS 2 Wm MDAl4 MW NODMNN ❑ SURFACE CONDUIT I. , . SC1 ccrEalAYAuxr 3 AvulASIElN3sm &a DRW CTORY PORRasroMOOLCAS ElSURFACE CONDUIT 2.. SC2 clmla MLr ❑ SURFACE CONDUIT 3.. SC3 U.S. ARCHITECTURAL U.S. Architectural Lighting RN°°x rr41>2a32ao �Iaa1>]33C01 www.amlp.cvm pOAMy. LIGHTING VIRGINIA p'1RNE''1' Catalog Number: RNS-25-40-1 1-AB-DM19 Notes: Index Paqe 25' POLE DETAIL 3 I I 1 POLE HEIGHT 25' (FT) 1 3"x5" REINFORCED HANDHOLE 0 0' W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18 ETAIL 2 DETAIL 1 - BASE COVER 0' VIEW ��r . AMERICAN LATE POLE REV. DATE al REVISION DESCRIPTION PROJECT NAME: To NUMBER: DATE. Dwc er: 29OD S. HULEN, SUITE 200 FORT WORTH TX 76109 817-92FA merican 817-'i4_3682 FAX -7049 QUOTE NUMBER: $Gl£: OIY: LHKD e- }�e�.w./y-R Lite mmLowmw¢ DESCRIPTON: V� wmuumw aw� mMw maaNMNaaMrwa wD¢wna® ROUND STRAIGHTSTEEL ANCHORBASE DRAro"c"LIMBER: WmxAnan.M.S OETwsmaMNDE. BNB-25�(1-Il-All "'U'2mBUDEREO lrmaaswxaTm ENER ann uTsmxe 2$' X 4.0" X 11 GA ❑ T20 (2.38" OD X 4" TA ) 7.50"-8.50" ❑ T25 (2.88" OD X 4" TALL) 180' BOLT CIRCLE ❑ T30 (3.50" OD X fi" TALL) ❑ D28 so• no 8.00" ❑ D29 0• .BB"0 SLOTTED BOLT HOLES ❑ D32 I 1 (TYP) d1 I I I I ❑ D49 9a• 0 2]0 � --- i n 1a aME wsawE a a asrxanox. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE �.75" ANCIIjReaLTIFaPLAlE9 ABT-O80-4 CUTDOWN T022.5'WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.00 PROJECTION L � 3.75" D79 -DRILLED FOR SINGLE LUMINAIRE r/�I DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTIR A153. 3) ALL WELDING TO CONFORM T0: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS RISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)NBRAIICN DISCLAIMER: ALTHOUGH BAR[ NBRAR08 SEIfRE ENOUGH i0 CAUSE DAMAGE 04N OCCASIONALLY OCCUR IN STRUCTURES a ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VABA&fS, NBAATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE (ESEAVA➢ON FOR EXCESSIVE Al AND EXAXIMPLN FOR ANY STRUCTURAL DAMAGE ALP WARRMIY EXCLUDES FABCUE FAILURE OR 911AR PHENOMENA RL91L11NC FROM INDUCED NBRAPON, HARMONIC 0&111AlION fN RESONANCE ASSOCIATED 8N MOVEMENT OF AIR CURRENTS AROUND 1NE PULL LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WND SPEED(mphJ 90 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT" 3.8 2.3 1.9 0.6 - - - WEIGHT (Ibs) 4a 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THIN (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-GA 145 (.120') DETAIL GENERAL NOTES TH CLINT W. S F LET r Lic. N x 543t0 10/26/2020 m E 0 O N Vi N C Q O > E u2 v E Ru U w 3 Q UM 3 0 M. O w0 rG ^y a'LLE LM Q� J U 00 W J -N M Ce a(D rvv (.0 W a3 Z ~ = X n 11%t ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 UJ � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 AL Z O I U h h O W W > 00 J J U U Lu Lu LU LU W W LU W WQl DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ld Oa I� J m D WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index TH CLINT W. S F LET r Lic. N x 543t0 10/26/2020 m E 0 O N Vi N C Q O > E u2 v E Ru U w 3 Q UM 3 0 M. O w0 rG ^y a'LLE LM Q� J U 00 W J -N M Ce a(D rvv (.0 W a3 Z ~ = X n 11%t ? LL In = N t =v>LI � Q i c On $ N W on M 0 7 UJ � H O X LD 0 F 0 w w_ 2 Q Z O > rY D 0 AL Z O I U h h O W W > 00 J J U U Lu Lu LU LU W W LU W WQl DATE 61412020 DRAWN BY C. GAYNER DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' W l< J H� z U) WQLU > LLJ Ld Oa I� J m D WLIL a �Ur� > rO V Wr Z z 0 O = UJ C� 0 J 0 O O T� i Z) O JOB NO. 40919 SHEET NO. E2.01 L Submitted On: Apr 3, 2020 Index Page Submitted On: Apr 3, 2020 1/1 Index