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HomeMy WebLinkAboutSUB201900174 Plan - Revision 2021-08-02 (2) I I � I ,-���;F,pLTH ��F��i /�:� I I � ��� CLINT W. �?: � � • � I I � 2u lSI�.1,FFLET a� � � .� . I - - — 6�' �A � Li�c. jN��51380 �� � � �� _ ��� SCALE 1"=30' i�rJ�� �/30/2021 �<v�� G� . \ � — — C 0 30' 60' ,,,������'��������,� � � — — I I — — - - - - � � I � — _ �� - - - — _— _ - - - � -- - - - - - - - - � \ � � I � M E _ i o _ � — / � � I J�= � � / C C N N \ _ — � � � c � — — I 1 � — — — — — > � \ - - — _ - _ — . — — / � — — - _ _ w ( n � - - - - - �' � � � . � � ,� _ - � - _ _ Q � . � — — � , � _ — --- _ � _ — --------------------------------- I I ---� _ � _ � -- � O U m � � � � � � � / � _________________________________________' � w j Z f � �� � ` ' _ . .,.,.., �r�irn/� O/1 _ __--_ . . — ` � � ____________________ _—_ ___ O O� � � ____________ _. � � _________ � � I _____ , _ _ � ________________ _ _ _ . — _ ___ 110 02' - — ----------- R/W , _ _ � __—— — ------------------ - _ _ _ _ / / - ----------- ' �/ ' %/� � /���/ vi N � a _ _ _ zH °,�' � U — — — — — OLD LYNCHBURG ROAD _____-------i j// STATE ROUTE 631 � ///////////// // / / � x _ _ � � N � w ------------------------------------------------------------- o ¢ � v � ti ti __ ._ ..,�,., i�nnru� - - - -- - .. ------ --f-- � = V > � O W W I - - ~ oN � � � — -------- --------- ------------------------ � 12' . I -- - -- — — _-� � P _ R45 GP �o ------------------------- � M � U U _ — — — - - — — — — — — — — — — P G � � ti ti - - - - - - - - ^ G� � ._ R45� w o � ZZ io O O � <J� � U U � � =IC��_ �— I � �i o � Uj W W GP GP 'GP GP P GP � �GP �G� � � — � I� / UFO � a a � -- � p O O � � � � UGT } = ti ti � UFp O W W MANAGED STEEP � � SLOPES 20' PUBLIC DRAINAGE I ? � (TYPICAL) EASEMENT, TYP. , o ,y .,, + U p '� 20' PUBLIC DRAINAGE w w o N ,� EASEMENT, TYP. = Q � o � �I' I / z � � � HICKORY STREET CL � CURVE 1 R604' ap � / I � DATE 4 = 14°02'30" p � 3/18/2021 R = 604.00 / O T = 74.39 aq � ' � } DRAWN BY L = 148.03 q 'o , C = 147.66 5' 6'p �� a C. GAYNER r ii 6' PC = 10+09.12 p PLANTING DESIGNED BY PI = 10+g3.51 � ' 13' STRIP PT= 11+57.15 1 ' � •• C. SHIFFLETT � g a � * A • CHECKED BY � � i � ' � 5' BIKE 5' CONCRETE • C. SHIFFLETT � / � LANE SIDEWALK �p • • SCALE �� + • � 1"=30' , � � /✓ � �, � • / � r� :CEL 09000-00-00-� �/oo W VOOD CHARLOTTES %* �ounnn nnnnci �� ��� � c I / � ��C/ G' a h � \ d ,' ��� � `� HORIZON ROAD CL � ^/�e� � � CURVE , � �� > 4 = 21°28'45" � = HORIZON ROAD CL R = 267.00 2 � / � � 3 CURVE 4 T = 50.64 �� �N � o 4 = 15°41'42" L = 100.09 20' PUBLIC DRAINAGE � ' ^ a R = 233.00 C = 99.51 EASEMENT, TYP. � / L � T = 32.11 HORIZON ROAD CL PC = 10+gg.50 , 1 � L = 63.83 CURVE PI = 11+50.14 20'ACSA z � C = 63.63 3 PT = 11+gg.60 EASEMENT � � PC = 15+1579 4 = 17°56'09" � � R = 233.00 / W � PI = 15+47.90 T = 36.77 � � / i a o � > � � � 20' PUBLIC DRAINAGE � _ _ _ _ _ PT = 15+79.61 C = 72 64 � � EASEMENT, TYP. � J Z N , ` o a 4 . � PC = 12+08.96 SAN S _ �i /^ ' � � 10' a �_ � ' _ _ , , PI = 12+4573 S , e � O � J � 17+g0�'�� ' � _ , PT= 12+81.89 a " ' ' ° , ° ° � � � w a � \���� � � � - � � , , , �� 5� - =- - - - - - - - - --- ��- / 1 �� � � _ w m o � oo `\`�'� 4�. .. . / � " _ � � -- R25' � SAN 20'ACSA 0 Q 3 , ; � _ ao `> S4�' 32 \�" _ � � a ° a , G . . ' , ;5 = ° , � a � $ � ----+—_ 99.50' ��EASEMENT } Q � d e � , , � . , a= ` .a a -a .. , e .a , a � � \\ a s a ,. , a , ° � a � ° �. ,___ � � Y a ��,�8�,�` ` _ 6, � � " ��+50 � 11+00 S34°52'03"W j - —�- S W � ' >. °,a' vv � - - 0 5+0 2 4' �i-- z ° a ,� � - - - - _ - '_- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __^ 3� , ' � n _ � o / 10+00 Q a — � ,s+oo `\ - - - - - - — j 231�„� R26T � � � a o �n . � �_ �" S13 � � A D I N G � w --�_ 2 3 3.8 9' 3 6' _�'�� R100' � � _ 15+50 �--F----F----�---t---�---�--- 1----�---t---�----F -12+5� ,.� o EMENT ' ° � 15+00 � 14+50 �� S31°19'26"W 13+50 �� 13+00 � ,�� a ° j � � o N �233' = a n � Q `° d o o �— — R25' � " � . .° , � e � . — — . o �, x ° ° . � • �/ c�7 � o a ., o . , < o . „ � , , <. _ ," . � � Da .a ,.� ; �.. ,, . , e: .•° . . 3 . , a,� °. � � �. _ �. � , : � > '_ .' ...�.. � °• ` . � O tn a R233' �GRADING Z N o �, � . EASEMENT � � a I O � z ' I � J � d a � _ � � � � _ `o « o GRADING � � � � � �o \ L � � � � 1 EASEMENT i � ` I � I � a 3 Q , \ L \ — � � � I i— � 11 1 � � , \ � � � ► � � \� ^ ` � -� � '� ~ � o � I � � � � � � � —- =' — _ � � \ UCT\ � � \ I I 1 i I1 1 I I \\\\ �\ BEECH ' I r � I I I \\ � � � `--�, I ( � � ' � \ � � J I I � 1 � � _ J I � � � I � � � � .�r—I � � � \ � � � � � , �� > _ � � � I i � \ � � � o � � � \ � ���T ' � � — � � j r , 1� I I \� \ _ , I I � � � � �I � � � � � � ' � � I � — � m �� � � � � �� � � � � 1 � _ � � `,— ` I I � � � � � _ " � I � � � � � � � � 1 � I \ , � � � a � , � � � _ _ �— � — \ � � � ' � I � I � � � � � � � � � � � � � � � � � _ � � � ]OBNO. y o _ ,`.��... c « �, � � , � , ; � _- � � �, 40919 � ' m � � �cr , i ; ! i i ' `�- L >� � o x i - � I . . _ � . ....... ... �n „ ' . ^ � - -- ..�.� — — — — —UFP— —`— — UGP— — — — —i ir_o— — —i I � � SHEET NO. a o �; KEY PLAN CJ�.00 L � � _ L V HORIZON ROAD CL ������LTH ����� � / � o CURVE ,�.�F.A OF���, 'o �,/ / 4 = 57°25'46" 5 ��� �•�� o / � / ,a° � t T= 15175 i�� CLINT W. ?: o ' o 4 t ,L = 277.65 � . u lSI�.1,FFLET a• 0 0 �' �vC = 266.17 � �• ��. � i � / ;' / ,�1� ' � , � \PC 18+72 693 �i rJ� Lic. N . 51380 M��� � ` � ��< �/30/2021 <v � . � ° � Q�,VO ' o � PT= 19+98.57 ; , - - - - - - --'�- _ �� �' � • o / � 20' PUBLIC DRAINAGE ° _ _ - ' - - �-- - ��%S�U.1��., �'r��� p �Q.�, /Q"\����1 0 / EASEMENT, TYR vi � 3 � � ������HN��, � ' / �� / � �P ' � s �' �e��P� r o / - a L �-�� - 18+00---t-�-�,- 0 a / �' �� ♦ o �p/ / 6' ,�_ 1g+6p 17+gp�- o 0 Q � / 4 D /- -w N U / N � ' _`� C o �� �o // \6' ;9}0� � a R277' � � o / , = E o � ' o .�' ., . w u' 0 0 � / AN � w N3 o � ' . /� . � U a� 3 o � � � � Y�� ' . ,�� . Q � 0 3 o < ' o� / STORMWATER � 6��/ /,�9x � / - a W � m z a i ; G R A D I N G d � -u; O o / � / FACILITY EASEMENT � 4 . ° �' EASEMENT d > o N H o ; - � / '� 20'ACSA r � j /' � � W c.i � a o ' / EASEMENT = /% )(O � �� 20' PUBLIC DRAINAGE � p N x � o � � � � � � � � � ' ,�° � � EASEMENT, TYP. � � �;� o � � � � � .a, o ¢ � oo� ' I I Q / / ; � /' � . � = U Q � O W W ' �l o° ' / o D�o ` �� � � � /' ° .a5 / _ � � � ��' ~ � r°'" w 00 00 ' _ _ ' o/ . / \ .� , / i � O � � � J � � M � U U o - _ 9� T \ � � ti ti 0 6 � ) v� i /`LOx // i � o � Z Z o ' I / ' /o / � / , ' �1 :� �_-20'ACSA ,� ` O O � ` I ' // / / ///�.�� �S OC�;�0 EASEMENT � � � U U o � i . o° ' � � RANAGE / / / \\ � / � � � �p`t' ' � � � \ \ � W W �° � �� o / EASEMENT, / � \ c � � � � � � � o a a � � I /a o TYP. I � / � � ��O / ' x� � � � = ti ti '� � � � / ° / ' / ���'� \ ' \ a � � � 'L^X � � \\ I \ � J \ � w w � � ,� ' ` I , /� o° / - / � � � � � /l� J� ' / � / < \ \ � � o ,y ,y 0 0 � \ // 0� � Jr / /' � . \/\ \ � ~ > w o � o � �` I I �p/ o�o � / a �/ +Ct�O � I X�� \ � \ \/ I / � U � � M . 1 . - j� oo / � / `` \ ,�.�.�:' � � � ' /�^x / I � I � \ / I ` \ Q �D ^ I � p � o / � . \ ���or � ' I � \ Z � I O 1 / \ '. �/ O � I � � \ U7 DATE ,` . / . , � O I , . > / o � 5 � � / 9` - ' " .v / ' ci I o � � ,_ �/ �z \\\ � 8� p � �yi I � I � \ �/� / � 3/18/2021 1 °/� � / -+ � \ �, / '� � � � L \ � � � � o .� p� GRADING � � T } DRAWN BY ° � ' ` ' EASEMENT � � � � o o ° �,�,0 y� \ � . � S $� ' `1� � . � � �� � � � � � C. GAYNER � � � o ° � - % � � 4" SANITARY 5 9� ,, � � � X� � � / � o � � DESIGNED BY o ° RAIL LATERAL � � �(� �/ � � / � ° - - BUFFER r `/ \ (TYPy) `� , ' / 6' � ���I � \k I � � ' - _ � �mHP� � HORIZON ROAD CL � � � v � S � � � I � �� UCT • C. SHIFFLETT 0 � �OHP� � � / � � CURVE g x�0 � � � �� � CHECKED BY �o�� � � o� � � 4= 20°31'58" 6 � � � �' `L �• � � � � � � \ � � � - � / R = 599.00 � a � 8 /' � '' i^ ` � \ I \ • C. SHIFFLETT � � � / o o f � \ T = 108.49 \ � a � 6 � i \ � � I I � � � � � W.OAK �C� , • • SCALE ; � � � � o� - ' � � L = 214.66 � � � � � . � � � � � �� ��\ ► i o / \ C = 213.51 \ ° � � � 1"=30' I� � � � � � � � � � o \ PC - 22+37.27 � = 28,�s ` �x O \ - 15' PRIVATE SANITARY � / I� I j-'� � \ � � I � � • �-�- � � � � o / � \ PI = 23+4576 � ° � a . � `L`� � /� _ AND WATER LATERAL ✓ I I � J `� J o \ PT = 24�51 93 � 6 s � „ EASEMENT (TYP.) I � i � URG ROAD \ d � �C� Zp�� I 10' PRIVATE I I � � D LYNCHB ., o . / � I 1"I STA7ERC o � � � � � �. ._ ` ° �� DRAINAGE �� � c /` ✓ARYWC' R � � a ` � /` � e � EASEMENT � � \ � � � / 5' , 20' PUBLIC � � \ � � ' I / \ � / \ / � 3x 4 v / \ \ � 2 i / \ _ DRAINAGE � , � / � � ✓ .�� 5' e � I �� � . - . I � � � � \ � EASEMENT � ° ° ( � - '/ \ s � , I � � �� � - - - -� � � \ \ � 1 V � //� � i �� �,,� ��x0�� R25' � �� � � I � � � �U��Z� / � a' � � I >_ �, � i� 40, \ � . � , " �. �N� �-- - - - - - - - - , - - - - r J � , ,� , ��- , � , � . � � _ � J � � i / // /�, � � " �,"� ' �X�� R25' Q � �� � � ' � GRADING 1 L J �� o % � � \ i .� .�'2R ��`\o � � I EASEMENT - - � MAPLE � PRESERVED � /HORIZON ROAD CL a/ \1 � . � - ,� _ � � i = ��/ :/ / I U � , 3 STEEP SLOPES � �� �\\ CURVE � ��20' � s / /- � _ � / �� j ��� � / � � (TYPICAL) /� /��� ' V4= 28°57'16" � y S �a p� � s � � --� o� 10' PRIVATE � ��14 �� � -� - � � _ � � -UGT- 20' PUBLIC DRAINAGE % �/ �R = 401.00 , a � � ' ��25�`� . .. ' e � , � �� � DRAINAGE �$ ' --� I I � �� - - ✓ X�� n EASEMENT / j / T = 103.54 �� " , ,/ • 28, �6� 05` � ' Z1 '�' � EASEMENT / / ' �I � j //� �v' U�T� - � � � / / L = 202.65 i . B' / � � I I I � � - - - - r � � I � � 7 / C = 200.50 " . . ,� ° ` ' � � I / � / L D / � 4Q1' ' ° . \ CARDINAL HILL LANE CL' � � y I � � � � � � „ / PC = 24+51.93 . . � N : CURVE I g' � � � � � / PI = 25+55.46 i � . c�x5� � � �\ g � I r I I I � � �\� /�/ / �� I � Q a // PT = 26+54.58 . _ + � ' � I T 20' PUBLIC DRAINAGE L I �� / � } / � I � > � 4 -21°34'40" � � /� i ' y i �' p SE N R = 218.00 � I I I / / \ / /\� / � LL J � / / l EASEMENT, TYP. � / - / \ � �. � T = 41.54 ► � I c / � � z �j� � � � � �Q � �� \ 6� o�, �R2b': L = 82.10 � � I -�- � � � � � � �� � Q Q � // � � � ' �� �� � ` PLANTING I C = 81.62 RZ � � I � I �� / ` / / I I O � J r � % / o� � '6x� i� � � 5� STRIP � e e � #Z25 PC = 10+54.99 _ � R3'� I � / ,/ i � 1 � m a � � � `�. �� y � � � � � \ '� � I � =PI = 10+96.54 - - - I � I � ��� /� }� � � 1 J � � � \ ` � � / q�q i � PT = 11+37.09- c � i� � I � a 0 L � �. � � � � i � R� � � A�MEN I �� , ,r �� � � � � V � � � �/ � � � � � �� � R218' � � / � i � � Y `� • . � �� ��. � 0 � �� � � � � � p; �. � $� � � �_ � � �/ � �� � I � � � � � � � � � � �� `i � � �0 � �� / � / � � �� � �� � �� / L� / � I � Z a � / � � � ^ y i0 i � � I � I � $' � � / '� / - - _ 1 U' I � \ - _ _ _ _ , - Q = d m a � 6' PLANTING � ` ° 9 �xh � / . T o' � I I cci � � -UGP- - - - -UGP� � � _ � a o �, STRIP 5� a -0 . �,�0 i \\ D'�� q� � 18--►1F-�0' 18 i I � - - - - - - - - - - - - - w � CONCRTFXE ° ,� � Z�� �� I - `, � � \ SIDE4VALK ' m v ' / \ a a' - - �I - -w- - - yy - - �/ - . � � � N ° / \ ii i �p � I � - �-- -w- - - - - w- - - - - L..L � � o, \� �/ � \ / � , f � .� 10' � / WH�1RTONDRIVE _ � N n � e.. � p �/ / \� � � i� � � � �J'("fYP.) ! c I - - �° � 0 20'ACSA �' ° "a:, - : , � I I Y � I � � - - - - - - - - - � � Q � o o \ EASEMErLF� "' � / � � � � � 108.1' � , : � � � � ° a � � . � /� 30'�� � �i �I �� � � � i i i � � ,, � � � HORIZON ROAD CL �� �. � � / / � � � i� � � � � 10' PRIVATE � � ,,-� � � �-�� � � o � 3 CURVE � R�99' ' � x � q ` � � � � g , � ,, � DRAINAGE � ,� � x Q 4 = 22°25'28" 8 . , " �' \�/ 10' PRIVATE � o� �i � � EASEMENT c / � -'� � \ � O °' a R = 399.00 " 4 ✓ / 2g' 6 , � � ,�� DRAINAGE P8' : I �--- ,� ,-- c� � � � ~ � ,� r �, _ „ r -r- -� � � � � � Q T = 79.09 r ° � � \ / EASEMENT u I � � � \ �s � L = 156.16 �x5� /� 59' v � � I 5� D � l I ' i _. \ - � � a � o C = 155.17 � `L °,° r� 22'' I � z I ��, � i i ' > ` � PC = 26+54.58 o R25' - \ � I � � i � � � � � - � � � � N � PI = 27+33.67 �p l . -�� 5' I � 50.T i ' � o g ` f . , k • , k • .\ - _ / 20' PRIVATE �i i � � � PT= 28+1073 /k , � \ ACCESS � � 49.9' i � � � � � � � k0� \ , . k ` '` , • /\ �� EASEMENT II I �� i i � � _- O �o 0 � 29 � s � , ` • 4 • . , � � � i' , i i - -- 3 � • ��' � 20'RCSP ` • � '� � � i L � � R25' , . . k . / � _ r• 36 SAN � � � . � ���E�ISEMEI�,� _ 5' � ' - - J i I � � E � � I � � � ��k � . i- 10.5' � i I il� �' PLANTING 35.5' o o� i \� 5� o I STRIP - � � g . � �s a I�� � � I Ba ,w �� 5' G�O N C R E T E � � a o �o ° 5� M I o q SI�EWALK � � � Qg3 �oe rvo. y o cn - } � � �.. � P � ' �, � `�� � 28' � �' �2R D o�,n �� o _ -'� � �" � ° � � SCALE 1"=30' 4�91 9 � � \�� j - _� � � T . r :< c m ' �� �� _ . d Z� � II , �� c Pi � S � � S .� �� � . � . � ��" � . . 0 30� 60� SHEET NO. a o 9� � � t � u' �; \ � � � \ � o I I �I � a KEY PLAN C5.01 � � . � _ L / � --� 2dk � �- i� \ �' , ��' - - - - - - - - � � '����N����� -- i 40, ° y , ' /�� \U'� � �� �ALTH ��F��i � � /-_ '�� / � 2g' /� ` � i� � � ��..}'� �� �� // , ^ i � X5p R25' p � � ;�� � : i /� � �\ /�24 ���� � � I / �� ��. PRESERVED / � /HORIZON ROAD CL \ /�� s aj'`� ,�/' ;�.� t9\� � � / :� !-Z � STEEP SLOPES � . CURVE 20� ° � � � , _ � C L I N T W. �� � (TYPICAL /� 4 = 28°57'16" � � �/� y/ � � / � �14' / �u / SI�.1,FFLET i: $3 20' PUBLIC DRAINAGE � / ///��\ - � '" �x0� < s , ''k o� �i 10' PRIVATE I � � ,p�• ��SI� �+ PQ / � �R - 401.00 � , a /25 < � �-" � � cr� \ � \ `� DRAINAGE 18 :: / � � Lic. N� c�r� N EASEMENT / � i � ° � - _ � � � � T = 103.54 ��� �/30/2021 <v � � � � � L = 202.65 i� . ' � '� Zg� g 5r I � I EASEMENT ��G,h�,s G�,�� SCALE 1"=30' � a � � � i i c = zoo.eo ° �" , '. n ' � '\ � � � � � •, s�o� t, �r.•• / i R401 ' � . ° CARDINAL HILL LANE CL � O �� • � �� 0 30' 60' / � PC - 24+51.93 v � �' kg� N � ` � CURVE I �g� : � � ��NHN• / / PI = 25+55.46 ' i 5 ' �' 4= 21°34'40" 9 j/ PT= 26+54.58 . ° { � �� � T 20' PUBLIC DRAINAGE � / � /� / � y , �� p;' N EASEMENT, TYP. �� R = 218.00 � � KEY PLAN / i � ASEf�N � 1 T= 41.54 a, o �j� � / �t�� � � � 6� o� �R2*'"; L= 82.10 � N � \ � �/ /� � � a � ' � �' � � PLANTING � -C = 81.62 � � R 5' � > E / / i • x0� i� \ � 5' STRIP � R25 PC - 10+54.99 R5� R3' w v E / / � r �` 0 r. � � \ � � ' �' �PI - 10+96.54 - > _ > j/� � �� �� � ���' AC�A � � g�a � ' PT - 11+37.09 � w y, 3 � / �• � � . i � R�� ,� A�MEN ' ��' ' � a � 0 3 � � / �\ �� �q / - r/ �� �� R218' � op � / � - // �j,�` k ,'4k• , � \ 44 a� �\ II, i I o-. ) , 8' � � cL� m Z / k k kk � � '-: ' � � ' • � � `�'�' � , . � ` d�' •o -' �' � � ', � ' �� 8' d > �o N � � � . .� � � 6' PLANTING � � 6 �x� � i I v� /. . • . STRIP � 6 , `y`a , �� \ / ci�� tl� I 18,: 20' 1g' ,,' z � °,�' � � / �• . � '� . % 5' d � D ++ ii � � N w �/ , � � � '� k •/ CONCRTF�E �. o m '< \\ Z�' i I J� � Q � � � // ./�/k •4 . ` •� .% \ SIDEWIALK ` m • r '�� � \ � � - - I il � , 6 10 0 ¢ � v � ti ti ' /j �t�. . . , k 4,�`�� / / � \� /y� , r � \ /� \ /� I , il � ' � 8 ' :10' cn = � ^� p W W ���� , r �.� ` 'y / 20'ACSA ��� a ° "a,, / �� � � � rn � � � o g � i � �:(fYP.) � Q �n � � � i / / // . � . .�k,kk 'k�k � / � \ EASEMErLF �. 30' i I � � � 108.1' � a M � U U � . � � � . � � , � I � :;� 00 a v > > � � k ,t � `� HORIZON ROAD CL �� � �' // / / , I il � � 10' PRIVATE � � � � / . ,; ` �/ ✓ � CURVE � �� ° ; ' / y� I I o w Z Z g R�99 ° � i � / II o � I DRAINAGE � � > > o � � .k ,� ` `� 4= 22°25'28" 4 ° �' e C � 10' PRIVATE �� o I li � � EASEMENT O O DRAINAGE �$' N ° � � r R = 399.00 ° v � / 28' 6 =a_� \ i�\ / EASEMENT I il I � � a a � ` � T = 79.09 R����.�' � �/ STORMWATER FACILITY C = 155 17 , ,L xh� � 5°� ' v / 5. 2z� � I 5� z I �I � 5 i = vWi vWi I o O O �Y ACCESS & 20' PUBLIC o R25' � / I I � y I . ' j � j j o PC = 26+54.58 � a DRAINAGE EASEMENT o � l ` ,-� a / I + 50.1' ^ i W W o � PI = 27+33.67 � f ,\ � \ 5 20' PR�VATE �i i � � � ,i ` �a o ° � PT = 28+10.73 ` /� . . , . , . . � ACCESS �I ' li 49.9' � � � o °.� p� STORMWATER 2$x0� \` ;\ . ,k `k •k. ` ' , k / '. EASEMENT II I i . - i ' � N N � � FACILITY EASEMENT R25 • ` Z�`AC�� k • . � ) ' 1 r � o- 36� � � .'SAN I • '�' � � � I _ � � `��E�,SEMEI���`� • � � 5. - _ �. i I z ¢ � o . . .4� � I q c� o � � � �' PLANTING ¢ , . �o , _� � 10.5 � � \ `�, j� (( I � i 35.5' v I I " 5 �� . � STRIP z N - � s ` \ _ I I I , � 5' G'�,ONCRETE O DATE / p \o I � 5 6� MI�- ;� SIrEWALK � ' �� � � � 3/18/2021 �� � 28' � \� 5' 2$ Dol"' ° , f-.. 0 \� . ,�,_,• °- � ZM v�i U a _ . r :. } DRAWN BY � � � s9� r \,� � \ - �' + a .IIv. S / b / \ \ ol � I � \ ,s � �� � � o $ � C. GAYNER , \ \� +_ ii � / � I I M� U� = I � • DESIGNED BY � �� ��i \ I I �I i, I � 10' PRIVATE / � 6' I � DRAINAGE • C. SHIFFLETT Sp,N STORMWATER ' 5���� Yoo g• 5 � � � � ,' I EASEMENT / � FACILITY EASEMENT �� � �� N � UQ � . I - � CHECKED BY 6' PLANTING \ � w 20' PUBLIC I ' i � � STRIP (TYP.) ���� ���°� " � DRAINAGE I� v� - SAN - ' � � � � C. SHIFFLETT \� > > EASEMENT � �I � � � � / SPN � ��20'ACSA 5 ` `�� (<` ' I , SCa�E EASEMENT � � � I I 1 ' � � 20'ACSA �� � 5� � I I i>:. 5 � � EASEMENT �� \`�k i � �} I 1"=30' / � SPN / �� �so ao � i • � � �� �I • / / �a �, d � � � � � � �'$ � � q + i . -� � ,--I � / p � / � ' i � ` �� �s-�zo��f�a� . w / � , � PN 25 � � 1 \ � // I I I r n � s / �' \� � I � �� I � V c / o / �o � _ _ � �i I � � Q a � J � i � R25' � � � , 5 � 10 : � � -�� � \ R15' I CARDINAL HILL LANE CL�, 11 �� � > 8' � 20' ° + � CURVE Q (TYP.)� ~� a� � �\ v 18' : �.: I 4= 24°50'33" 1� 20'ACSA � _ � � � `'` R15'� R = 200.00 EASEMENT y � ��`o � � o I T = 44.05 �A'PUBLIC DRAINAGE ' � � �� � L = 86.72 ' � � � vt C = 86.04 5r, I ENT, TYP. . � T i � e , g / ; PC = 14+43.43� R5 7 ° � � I �PI = 14+87.48 8' L � / / � � 20'ACS - � �` � /3 .21' /\�� � , e ' � PT= 15+30.15 �g/� � � EASEMENT \ � , _ -� WARDELL CREST CL � � �,_ � � � J ' Y , � a 1) PARALLEL PARKIf� � � ��, � ACSA� CURVE 11 5 � 5' a 1� I � � � � � SPACES FOR LOTS � " Z8' S •65.16°' w z ' 25-32 � \, �\ �\ E EMENT 4= 83°56'29" 0 1 - - ^ J // . � ' � R = 200.00 � o LL � � � /// .� � .T = 179.90 - o\ � Q Q r 4 �B �\Y �; ° L = 293.01 l � , �i. , � R20�(a, vF 25� O w J c . a ' � a, � � � � C = 267.50 �1 S82°44'43"E R2 ,�6k5� J �p a T / � o `� d a s 5�� �PI = 14+51.68 ; R30' �•� 3 `o �� PC - 12+71.78�T � 27.14' °P /� GRADING Q Q �, � XS ; � 1 �28' EASEMENT W � � L _ \�� / � 6� PT - 15+64.79 SP` 200� ��15./�� \ O � � � � o R4 ' � kOpN�S p6 / } O � ? � \ / �� `\�� )�'` g' R30' /16X' � � z � o � � // � '� ' R3 ,�� � O �� / � . 7 RZ� � � o a \ 4x0 cT / � . U a � / \ / / \ •. �`o � �' / � 155/' V`� . =05 � W � � o U CHARLOTTES��_ \ `�\ � 14+g R ' 25' MIN. �- ,i^' \ � w N �/ -�_ 0 � +00 " R184' � � � � � �HOODMODEL DlS `� / �� 18:59 � '�-+--- '�30' ' � � � � aw � � _ n , ,�,. ,,.. ,. , C � � ,I / � � m � � ` Q ao o � �� �r, 6' a _ \ � p c � -o / � ,/ . �-� \ � a� d / / �� -'- i � � \ \ / a g / I O � ' a � STRI � \ z N - \\\�`C // ` o � m � - � � � � � O � � ¢ � � � ` R200�' :: ::' '; tL"SAN. � \ � � `o £ " LATERA 40' � � � � � � �M gR�����TE� - \ \ � � _ (TYP.) A � �� � � ` ` O � � �j / l � - - - - i - � � \ \ \ / � @ nm o ' o o � � � � � � � � � � � � > y f I I � N O O p 0 p ` / Y � O � U � \ � O O O O O o 0 0 0 0 o O O O O O O O O o p � . � � � � � � � ° � � � � � (1) PARALLEL � A � � � � � � � ' � � ' � � PARKING SPACES � � � � � � � � � ' � o � FOR LOTS 25-32 � � � � �( � � o o \ \ \ o o \ I � \ \ V / a '> � � � � ` � c � � � � � � � a . 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I I I � , �/ o D ' � . i � I �1 f�l� �.i.� � � � o v�'+ N .Ji N � v°i+ � � o o iJi+ A � w � v�'+ °N° A m .Ai � � � .Ji � � I I ` 1 ,'��1NN���/. • � � �• THIS DRAWING PREPARED ATTHE ,�� �a COMM/�� CHARLOTTESVILLE OFFICE • O (� � • •• YOUR VISION ACHIEVED THROUGH OURS. � ,�j , y G,�S�' 608 Preston Avenue, Suite 200 � Charlottesville, VA 22903 . � r ,j� . � TEL 434.295.5624 FAX 434.295.8317 www.timmons.cam ��� „ n � r e^� : > \O ?�'P} Z "�: _ � SOUTHWOOD REDEVELOPMENT - VILLAGE 1 � m � � � p � DATE REVISIONDESCRIPTION :� oo � � �: �, �n = �n 6/8/2021 REVISED PER COUNTY COMMENTS � �, ) � � m � m ii � � " � c� D D � °y 7/30/2021 REVISED PER COUNTY COMMENTS �i � E, I \;� � Z � o COUNTY OF ALBEMARLE, VA o m � o � o z z o m �•.� f/1 yl`a�•� �' � `O STORMWATER SUMMARY PLAN � ` � j A ` " ���`��'������ These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction, bidding,and/or construction staking without the express written consent of TIMMONS GROUP. ROUTE PROJECT Sou[M1wootlVlllage'I DESIGNERCG OATE ]/29/2021 ROUTE PROJECT Sou[M1wootlVlllage'I DESIGNERCG OATE 1/29/2021 ROUTE PROJECT Sou[M1wootlVlllage'I DESIGNERCG OATE ]/29/2021 ����ALTH ������ GHEGKED: UNITS ENGLISN CHECKED: UNITS ENGLISH CHECKED: UNITS ENGLISH ,�.� '� t INLET Sag InletsOnly INIY'1 Sag InletsOnly INIY'1 Sag InletsOnly ='`� _ a. . _; � . _ _ _ _ _ - � _ _ _ _ _ � - _ � _ / V _ _ � c u c z w . :. ¢ r. - LL : �. .. x „ .. , .c - ... �. � .., .. � _ "' t' _ z _ . _ � _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ ' � � c x ., u _ ,`- - `c = .. z � _ ,: � .. � z x � -- - _ - - � _ - c - - _ _ _ _ - c _ _ - _ � � f.l j � -. _ .z ` _ _ _ _ m < a < ' �_ s _ r _ r � .� .. a LL � d - ''. _ � - ` ' _ - , , � _ � ' , ' _ � � � _ _ � LL r _ ,- „ .. = z 8 � _ _ - i . s �� -.�. '- n ' ' _ _ _ _ � - ' ' e ' _ _ _ _ _ ' ' • I � � -. _ �: E r; - s � ..: ' ..: ' ' _ _ . >. - �_ � o - ' � ` r. 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SHEET NO. a o � C6.05 � ° _ � � � L LD-229 PROJECT: SouthwooaRedevelopment-Villagei Designedby: CG LD-347 PROJECT: SouthwootlRetle�elopment-Villagel DESIGNEDBY: CG STORM SEWER DESIGN COMPUTATIONS COUNTiV N Chatlottestille Checked by: MYDRAULIC GRADE LINE ANALYSIS Checketl: ����ALTH ������ �`..}i . STORM FRE�VENCV 10 INCIDENCE PROBABILI7 10 Year , ' , UNfTS ENGLISH =�� I�/ � I wvaar oePrri ounEr ow. oesicN �eNcrH FaicnoN FwcnoN duNcrion� �oss na�.H� ime� mp� ro on.w I DRAIF.RLTOFF CA Re1IS RLTOFF IrZERTELEF'ATIOSLETGT 9.OPE SIZE S}{e1PErumberGpxih�Fri¢iov SOR\1;11FLO�F FLOR'TDSE R ' v � � j� PIPE FRQ�4POi6f TOPOIRT 9REA COEFF_iFCRH-ACCLl4 LV-LET FALL Laeal Tota1Q LYPER LONER ofPipe (DiaOr ofPip� 9ope DeptAof Areaof Hm Cv Hv IFCRE-4CCC]fC WLET STN_ EL OFROW WNTER RPE �ISGH_ RPE SLOPESfo LOSS Contr_ Hi�&pn) SKEW Bentl Sum SURFACE 1.3 Shaping9 05 RNAL Water Topoflnlei ASasNenl9 �� ��INT W. '�� FO. REFERESCE SSA. REFEREFCE STA. 4' "C" A[EST tiLATED i61E ESD ET-D � �� SpanRi=e) FImv.M Flow.Av A[E\T -CATED REIIARKS �R OUTFLOW OUTFLOW SURFNCE �o (]o Lo (FT/FT) Hf Vo Ho VI VI22g 0359dAX. Angle K H HL ROW Ht H� H Surtace Dev. �� � ������T 7� 4cre Ativure= Iv�}{r CFS CFS Ft. FbFt. Iv. CFS FbFt. Ft. S�Ft Ft. Ft�Sec Ft. At t Ativutes �/ � %� ♦ l]) l�) l3) lA) (5) (fiJ (5) (fiJ (9) (10) Ql) (L') Qa� (]q) Q9 llfi) ll;) Q,) Q8) JUNCTION RPE RPE ELEV. (In/mm) (CFS/Qd5) (F[/fd) (f.i@,1) (FH61) (FH1,1) (VI2/291 IFF1,1) IFF1,1) IFFI.11 YN IF[I.¶ IFHp 9evafon APPROX. � ��% • im me ios o0 0_�� oos oos mo asa o00 0�� xe_e a_sss noo om000 �< �Rm� � zoo 000000 o�s o>> o» �sa os� oa� sa� •A � Lic. Nd�S�380 �• (�) (�) (3) (4) (s) (e) 0) (a) (e) (�o) (>>) (��) (�3) (�4) (�s) (�e) (�e) (») (�8) (�9) I .f. <v� io9 iio ios o03 oin ooz on� sa� a�a o00 �es x �o az�sa 9�s� oaue, �s �R��� > >asa oomso ose o9 oz� 9�a �ee on s99 � �/30/2021 <V � �«��a ,zs 4zo.000 . G .: . 111 ll2 112A O1& 0.]] Oli 030 <A1 fiAl 000 191 AJO.&1 13&�fi RO] 005990 15 1 1Z1} 000080 03& 031 O.P 933 1fi0 008 599 I � � I � - - Grcula / � • llla llm 110 013 0.;� 009 039 <51 b3& 000 �51 A31.;< i3�30 II�.;3 0o199b 15 1 989 o0m30 oa3 03' 0'a b.T_ 1.13 03_ <8'_ 128 418.000 2.50 420.000 30 27754 24.95 0.00408 0.102 16.010 0.995 15.995 3.973 1.390 0.0 0.00 0.000 2.385 0.000 2.385 YES 1.193 1294 421294 437.500 O.K. '� �ss r .• 113 lla 112 008 0]0 o0b o15 5�1 5a5 000 l00 a15B 1409-I 836i oa998 15 �a�lar � 15b5 o0om_0 021 Ola o13 ]15 lm 0_0 541 130 427.880 2.50 429.880 30 27754 62.56 0.00408 0255 15.995 0.993 11.104 1.915 O.WO 0.0 0.00 0.000 1.663 0.000 1.663 YES 0.832 1.087 431.340 446.920 O.K. ���/ ��•�A� � ��� ns ne na o�3 ou o�o o�o soo asa o00 om_ aasso us�z �e90 oaoo< �s �R��� > >am 000mo o�a o>> o>> sia oe9 0__ ����������� sn 119 l08 120 005 010 Ow o50 599 5'_3 000 �19 1'SJ5 J2J53 b1A3 o0W98 l8 Ga�lar � 1393 000080 049 050 021 b39 113 Olb b15 136 436730 2.50 438730 30 27754 30.94 0.00408 0.126 11.104 0.479 9.894 1.520 0.532 0.0 0.00 0.000 1.011 0.391 1.011 YES 0.505 0.632 439.362 446.110 O.K. 12] II8 126 000 000 488 85] J1b 000 -- a1900 a1800 1a95 oa1008 30 Ga�lar � gg9b 006a10 o9b LT3 os? lbm A9d 003 8b0 144 442.330 2.00 443.930 24 16.522 18126 0.00475 0.861 9786 0.372 8242 1.055 0.369 0.0 0.00 0.000 0741 0.365 0741 YES 0.370 1232 446.109 454.810 O.K. 1;9 130 128 000 000 488 851 558 000 -- a3038 a1]88 615b 00399b 30 �R��� 1 8883 006a10 o9b 11A os? 1b00 A93 00] 85] qq8 445.150 2.00 446750 24 15.375 11992 0.00411 0.493 8242 0264 10.648 1761 0.616 0.0 0.00 0.000 0.880 0.311 0.880 YES 0.440 0.933 447.683 458.100 O.K. 131 136 130 O10 011 00] 188 8Jfi 559 000 _ A3119 i3fi13 309-0 OO1J81 30 �R��� 1 SA_19 OOOi10 111 150 06i 1110 318 005 851 M � „ Gr��lar 150 451.620 2.00 453220 24 15.064 101.95 0.00395 0.403 10.648 0.440 11.184 1.942 0.680 0.0 0.00 0.000 1.120 0.638 1.120 YES 0.560 0.963 454.582 460.860 O.K. O � lii 13A li6A 0?8 OSfi Olfi Olfi 500 55A 000 ]Ol -03851 -03190 5A59 001503 15 1 858 000030 039 03'_ O1) 4]0 06i Olfi Slfi p� U 135 13w 136 o0b 0]3 005 0�5 530 5aa 000 lbl a3180 A31?9 511b 000991 15 �R��� 1 b99 000050 041 035 0'3 4m 0]4 Ol8 549 154C 460.850 2.00 462.450 24 13.330 4525 0.00309 0.140 11.184 0.486 11.120 1.920 O.W2 0.0 0.00 0.000 1.158 0.000 1.158 YES 0.579 0.719 463.169 468240 O.K. ry pj Gaular � 1354 132 1364 om o]? 005 005 500 504 000 0'_5 1388] J3838 a8�] OmmS 15 1 ]05 000000 olb o09 0l0 2b] 03? 030 530 154 462260 2.00 463.860 24 12.981 57.06 0.00293 0.167 11.120 0.480 10.940 1.858 0.650 0.0 0.00 0.000 1.130 0.345 1.130 YES 0.565 0.733 464.593 470.950 O.K. Q O 13] 138 136 004 0]4 003 lifi 538 5A5 000 ]010 A3915 -038fi0 5530 00099fi 1-0 Gaular � yq�fi 000180 090 13) 04) ]93 1]fi 013 590 � � 158 465.850 2.00 467.450 24 12286 15379 0.00263 0.404 10.940 0.465 9765 1.481 0.518 0.0 0.00 0.000 0.983 0.676 0.983 YES 0.491 0.895 470.464 478.640 O.K. � 139 1-00 138 0]5 041 031 153 SID fi51 000 999 A�OS -039]5 ]9Ji 001001 1-0 �R��� 1 4-059 0001]0 089 135 04fi ]93 1]-0 018 538 W � Gr��lar 162A 473.490 2.00 475.090 24 10.910 87.11 0.00207 0.180 9]65 0.370 9.774 1.483 0.519 0.0 0.00 0.000 0.889 0.000 0.889 YES 0.445 0.625 476.001 483.300 O.K. Z " 141 1-02 140 ?81 033 1'? 111 <00 fi51 000 199 AA151 ii0fi0 6i8) 003990 15 1 P_]0 0013fi0 0]A 0]fi 035 ]0_4 24] O10 510 � W > � 143 lu 136 008 0]b o0b 283 91 5n 000 1b51 saSoS 14133 1811b OmSm 1A �a�lar � 3003 006a]0 lOb 1� OS] 9]9 '_55 031 838 162 476740 2.00 478.340 24 10.910 126.88 0.00207 0263 9.774 0.371 7.542 0.883 0.309 0.0 0.00 0.000 0.680 0.192 0.680 YES 0.340 0.603 480.051 489.620 O.K. � U N 3 '" � 3 143A la4A laaH o13 0]3 Ol0 Ol0 500 56a 000 oa8 a53bA 14331 3�%0 Om009 15 �R��� 1 ]03 000000 0�? 08 Ola 339 039 O1] 5n 166 479.360 2.00 480.960 24 10.461 87.43 0.00190 0.167 7.542 0221 7.456 0.863 0.302 0.0 0.00 0.000 0.523 0.092 0.523 YES 0261 0.428 481.388 491.970 O.K. � � O 14� 13� li6 0�1 Ofi8 001 300 8]8 4J] 000 1]'_A 1P_33 lAOT_ ]0]0] OO15W 3J Gaular � 300fi 00040 ]09 1]4 053 989 2fi1 018 83fi � i � 168 480.350 2.00 481.950 24 10.369 42.31 0.00187 0.079 7.456 0216 9289 1.340 0.469 0.0 0.00 0.000 0.685 0.080 0.685 YES 0.342 0.422 482.372 491.640 O.K. w � � '� 1-05 1-06 131 018 0]1 014 014 500 fi5A 000 090 AA895 11]59 383-0 001981 15 �R��� 1 98) 000030 035 018 O15 500 0&1 013 513 � y� U M� lA] lAs lAa o01 0]4 005 2b3 _ _-- 000 1538 aab35 v1515 ll991 OmOm 1a �R��� 1 sAS� 006a10 lli 181 054 8�d 230 O�d ]9] 170A 481.400 1.50 482.600 18 1.360 149.53 0.00015 0.022 4.343 0.073 3.989 0247 0.086 0.0 0.00 0.000 0.160 0.000 0.160 YES 0.080 0.102 483250 498.880 O.K. d J -� � a <.�� _ _ la9 150 la8 On Obb 0�1 258 i 580 000 15ob A i_bb A51m_ 1m95 003om 1A GR��g 1 3a_b] 000390 091 la3 04] lObS tb8 Olb ]]3 q70 483.560 125 484.560 15 0.539 94.12 0.00006 0.006 3.379 0.044 2.950 0.135 0.047 0.0 0.00 0.000 0.092 0.539 0.119 YES 0.060 0.065 484.735 488A20 O.K � � p N � 151 1� 150 013 0]4 O10 O10 00 55A 000 Ofi4 9Ulfi -0531fi -0005 000999 15 �R��� 1 ]00 000010 035 018 Oli 3<5 045 019 519 Ul N � d 172 483.710 125 484735 15 0.340 90.18 0.00002 0.002 2.950 0.034 0.000 0.000 0.000 0.0 0.00 0.000 0.034 0.340 0.044 YES 0.022 0.024 484797 489.070 O.K. (9 W 1S 1_+AC 150 000 000 ___ 1�0 453 000 1333 -0fi198 -0fi085 -0535 00'J91 3-0 �R��� 1 38]3 000310 081 119 0�3 1118 1]5 00] ]]] Z � 41 M � oo< _ _ a+ � li34 li1A liAH 008 0)4 006 OOfi 500 504 000 OJl 15999 J59fi1 3]]9 OO]OOfi 15 Gaular � �01 000000 018 O11 O11 28] 031 033 __ � �� x U 15m 15-� 150 00& o.n oob �3] A51 000 13.8b A&&. 15<13 1&.03 00:000 �4 Gr��la � 3abb 000330 0&& 133 oAb 104 - 030 - 138 438.600 2.00 440200 24 10.198 5520 0.00181 0.100 7.432 0214 7.423 0.856 0299 0.0 0.00 0.000 0.514 0206 0.514 YES 0257 0.357 440.557 447.900 O.K. Q � � � W 15'L lii 15-0C O11 O.P_ 008 21& ']3 A55 000 1�9& Afi fi9 1fi3_fi <.Ofi 00'_SOfi �1 Grcula � 3&&0 000390 O&0 1.P Oi3 111 �P 009 '=0 � � � � � � 140 439250 2.00 440.850 24 9.992 79.43 0.00174 0.138 7.423 0214 10.536 1724 0.603 0.0 0.00 0.000 0.817 1.998 0.817 YES 0.409 0.547 441.397 445.030 O.K. � Q � iss ise isa o>> on ooa oos oo �sd o00 oso awss a�i9 ,+so oozm> >s �R��� � 99z 000mo 0�9 o�z o» a n on� o� s�s � 2 v c�.i Z � � 15� 1+8 15n o15 0]4 O11 203 b98 598 000 li9 a59_b9 Ab58 lq_%9 00'_J91 1A �R��� 1 38]3 000'_b0 0]] 1L' oa] 109a '_6i 023 ]B �42 440.600 125 441.600 15 7.994 63.87 0.01364 0.871 10.536 0.431 0.000 0.000 0.000 0.0 0.00 0.000 0.431 7.994 0.560 YES 0280 1.151 443252 449240 O.K. Z U � � Q W W 159 160 158 Olfi 0]4 OL 013 500 55A 000 0)) -0nfi0 -0II�3 3)%9 OO]OOfi 15 �R��� 1 ]0] 000010 038 030 O1] 3]5 O50 O1] 51] � lfl � � � 161 16N li8 000 000 1)9 fi]3 4fi3 000 ]091 4]533 J]339 8]11 00199) 3J Gaular � 3q53 000110 0)) 111 Od3 9]] __ O15 fi88 0 N � � � �" 136A 437290 125 439.362 15 1.605 51.16 0.00055 0.028 4.624 0.083 4.695 0.342 0.120 0.0 0.00 0.000 0203 0.303 0203 YES 0.101 0.130 439.491 444.610 O.K. Q Q . 16L4 162 16)A oob o]3 OW 1]9 b51 Ab8 000 1091 a]918 -0]b1-0 B688 00'_00? ]J dR��� 1 3A_b8 000310 0]1 113 043 9_" "�35 0�? bA � � v U U Gr��la 134 437.900 125 439.491 15 1.014 44.59 0.00022 0.010 4.695 0.086 0.000 0.000 0.000 0.0 0.00 0.000 0.086 1.014 0.111 YES 0.056 0.065 439.556 443.560 O.K. M 163 161 1T OOi 0]5 OOfi OOfi 500 fi5A 000 03fi A8335 -0819-1 A131 00099? 15 1 fi9) 000000 019 013 013 399 033 OT+ <33 d � � � 165 166 16,: 00_ 015 00? 110 fi33 611 000 ]01fi 48015 i193fi 8)d3 001018 1i �R��� 1 14]3 000190 091 139 04] ]54 1]9 019 fi5] O W � � 16/ 168 166 003 0]] 001 lb8 b�3 51b 000 103% a80+% A8035 a231 000993 1A �R��� 1 'aa'_ o0m90 091 139 oa1 ]4b in Ol0 b33 �qqB 440.620 2.00 442220 24 17243 107.07 0.00517 0.554 9.894 0.380 3285 0.168 0.059 0.0 0.00 0.000 0.439 0.306 0.439 YES 0219 0.773 443.316 449230 O.K. � � � � 169 UQ4 168 000 000 038 Sfifi 188 000 13fi -08190 -081d0 ]-0953 001003 18 �R��� 1 1130 000010 035 031 0]1 434 064 OS] fi33 � � Gr��la 144A 443.310 125 444.310 15 0.484 32]0 0.00005 0.002 3285 0.042 0.000 0.000 0.000 0.0 0.00 0.000 0.042 0.484 0.054 YES 0.027 0.029 444.339 449.610 O.K. U U 1694 UO ll04 O�fi Ofi5 011 O11 500 504 000 054 A8150 J835fi 9413 000999 15 1 ]00 000010 0?4 Olfi 0W 338 031 03fi 53fi 1]1 1R 1]0 OOi 0]5 005 005 500 fi5A 000 03A ABifil -083]1 9018 000998 1< CIR��g 1 fi99 000000 019 013 013 �9< 033 0<1 551 � � � 1]1A 1T1A 1'/04 011 0]1 OL o11 551 J91 000 093 a8�3b a8300 35]8 Om0?0 15 �R��� 1 1m 000�0 031 oB ol8 '+99 055 015 5bb �q6 447.590 125 448.590 15 0.896 3824 0.00017 0.007 4.999 0.097 0.000 0.000 0.000 0.0 0.00 0.000 0.097 0.896 0.126 YES 0.063 0.070 448.660 454.880 O.K. 0-' � � 201 202 200 000 000 1]8 fi53 4fi) 000 1)08 3]-090 i1395 1583 OOfi001 1i �R��� 1 fi00i 000510 0]3 1W 040 ]fi4fi 441 00] fi5fi � Q Q ]U 20N ]61 OOfi OJJ 00< 005 500 6i1 000 031 b294] 43fr31 �"<fi 001998 15 ���� 1 989 000000 O15 009 O10 3fi8 03fi 0]fi 5]fi ]034 204 ]61A 00' o�' 00< ?J8 ba3 5ll 000 18a 41193 410.n z041 o0z9]8 14 r'��� 1 4888 Om4'0 110 L?' 053 lbl' S1b 003 bJb 152 453760 125 454760 15 0.635 40.05 0.00009 0.003 3.547 0.049 0.000 0.000 0.000 0.0 0.00 0.000 0.049 0.635 0.063 YES 0.032 0.035 454795 460.890 O.K. � � � 20�8 2614 202 000 000 1'8 fid] 609 000 18fi3 J1953 i153fi fi95) 00599A ?-0 G��� 1 fi000 OOW]0 09' 1� 0�9 188) fi50 OOfi fi53 � lL lL 0 �,.05 206 �,.w o13 o]a 009 009 5ID b51 000 11P_ 1Ti05 a32A3 3083 001m1 l8 Ga�lar � 1b1J Om]JO 113 la3 oJ5 1035 2]9 005 515 154B 455.130 2.00 456730 24 13.863 187.03 0.00334 0.626 10.417 0.421 2.873 0.128 0.045 0.0 0.00 0.000 0.466 0257 0.466 YES 0233 0.859 459750 466.030 O.K. � � � 2054 120 206 000 000 000 500 d00 000 1111 11AA3 -033�5 fi400 001000 18 Gaular � 1fi09 OO1W0 ]09 13] Od5 ]0�] 2I3 O10 510 � 20' 208 208H Ola 0_'b 011 ?a0 b]8 515 000 1505 J30_;9 a3008 351a Om98] 1a d��� 1 3-155 000390 09' la' oa] lOT_ '_b] o0b b3d 154A 459.610 125 460.610 15 0.308 3779 0.00002 0.001 2.873 0.032 0.000 0.000 0.000 0.0 0.00 0.000 0.032 0.308 0.042 YES 0.021 0.022 460.632 466.510 O.K. ' _ p �I ]OJA 2084 ]OSH 019 Ofi9 013 013 500 SOb 000 Ofi] 430]9 43008 3551 001999 ]fr G��� 1 1fi09 000000 0?1 OS 013 J50 OS] 013 513 W � �1 ]OJH 2O88 ]61 OOfi OJfi 005 ?58 fi31 1II 000 li90 b299fr 41fr81 5809 00199) 1-0 G��� 1 34_6i OOOMO 095 lA] 098 ]0]9 2]fi 009 fid3 W � � 156 463]90 125 464790 15 0.504 37.80 0.00005 0.002 4238 0.070 0.000 0.000 0.000 0.0 0.00 0.000 0.070 0.504 0.091 YES 0.045 0.047 464.837 477.430 O.K. W � N N 209 2ID Z10H 009 0'0 006 11J fi01 613 000 1A15 J3435 i33�3 5590 00300A ?-0 G��� 1 3-0_fi9 000350 089 135 0�6 lOJB 2fi0 009 fill I Q � � �o9n �ma �ios ooe oaa o03 oos soo sox o00 o�s s�z9 a339� s�oo om000 �s ca��� � �oo 000000 o�z om oos � < o�o o�d s�d U � � M �,.09H �,.1� �,.08 003 on o0l 239 b�l An 000 1139 13313 a309b lOs�3 Om99b 2a Ga�lar � �� 0003b0 090 13] oJ] losl 2�" Ov b'8 160 472220 125 473220 15 0]65 37]9 0.00012 0.005 3]53 0.055 0.000 0.000 0.000 0.0 0.00 0.000 0.055 0765 0.071 YES 0.036 0.040 473260 479.120 O.K. Q � � (ymular � 211 212 210 003 0I8 003 218 59) 61J 000 13]8 J3509 A3A95 310A 001998 3A 1 3-LW 000330 088 133 O�fi ]090 '_Sfi 005 fi0] Q :i� �ia :i_ ooe o_�3 ooa >>e s90 ��e o00 �3a asbm n3s�o ao�s oo�oo� �n ���� � �ea 000s�o os� �s� o�e �o3s ua oo� s9� V7 DATE Grr.�lar 164 482.940 125 483.940 15 0.360 41.32 0.00003 0.001 2.993 0.035 0.000 0.000 0.000 0.0 0.00 0.000 0.035 0.360 0.045 YES 0.023 0.024 483.964 490.030 O.K. Zli 216 21-0 0�1 0]fi 009 O18 50-0 fi53 000 119 J3fiJ? i3fi11 30fi0 001993 1? 1 595 000100 031 011 O18 SSfi 080 009 51-0 � Z1J 218 216 030 OJ' 009 009 500 fi5-0 000 Ofil J3890 i381) ]fil? OOA539 L G��� 1 811 000030 018 O10 O11 fi13 0]] OW SW � �,.19 �,.20 �,.lA oo] 0]9 o0b 193 558 530 000 1i11 138a0 a3b31 83a0 001J9J 2a Ga�lar � 38]0 000?b0 on 113 oJl 109'_ 2�" 013 590 600 480.960 2.00 4ffi.560 24 9.097 62.63 0.00144 0.090 9289 0.335 0.000 0.000 0.000 0.0 0.00 0.000 0.335 9.097 0.435 YES 0218 0.308 482.910 487290 O.K. � '3�18�2�21 221 220 005 OJ? 06A 188 5)1 531 000 11ffi J388A A3853 30J1 001009 3A Gaular � ��5� 000"_`JO 098 13 0�9 ]]fi 191 00] 5I8 � � } DRAWN BY zza iia nas ooe oe� ow os3 sa� n9s o00 �9e aass� aa�s� 9soo 003000 �s a��� > >�r_ oom90 oa� o3e oa e�e �ae o�o sm_ ]34 2214 ]aH On oJa o13 013 500 504 000 Ob5 41115 44098 19]9 Om00; 15 r'��� 1 ]0? o0om0 o?b ol8 0li OJ5 O1J 51J ���A 483.000 125 484.000 15 0.929 3528 0.00018 0.006 3.989 0.062 0.000 0.000 0.000 0.0 0.00 0.000 0.062 0.589 0.080 YES 0.040 0.047 484.047 489.900 O.K. 3s, � n� o�s os� o�s o s� s ci a sa o 0o s9s a�ss uo os ao9s o ozooz �s ���g � sso 0 oo3so oss o� o�s �m_ �as o os s_n C. C�iAYNER � n6 �69 0�1 o]b 009 009 500 b5d 000 O58 J•n30 sab)0 19)9 003ma 15 r'��� 1 993 o0om0 011 013 013 JJ3 O51 O11 5ll 132 438.380 125 439.491 15 0237 4827 0.00001 0.001 2.666 0.028 0.000 0.000 0.000 0.0 0.00 0.000 0.028 0237 0.036 YES 0.018 0.019 439.510 443200 O.K. «ca ��a �a ozo oea o�d oz3 <>> �s� o00 �x� aMse aasa> >az oo�oos �s ca��� � 990 0000so oss os o�9 s�9 ass o�. c�a � DESIGNED BY ; 228 Z OOfi OT OOJ ]03 <JS fiJ0 000 fifi8 AJO & 14003 3A&3 003010 1& Grcula ] ]fi.l 000}fi0 Ofi' 0" 035 8]0 185 00 C zz� no ns o�s osa o�o o9s <ss ads o 0o eao +a�ae aaose ave o ozmo �a aR��� > >b r o oos3o o ee o�� o sa a eo �s� o m �s LD-347 PR0.IECT. Southwood Rede�dcpmerrt-Village t DESIGNED BY: CG � C. SNIFF�E� _�i �,� _�o 0 os� o � osa <s� �•u o00 '�s u��� u�� �.�� om9�e � ���� � 9aa 000ao oe9 0� oss s_� ve oa 3s HYDRAULICGRADELINEANALYSIS z>i z o�� os9 009 oee <�s �so 00o as� a+ie� u�s� aes� oozoo3 � ����� � 990 000aoo o�s o�< oso _�9 �s_ 0�9 <s� Chxked: � CHECKED BY z,e ;� ��� o�� o�� os� mo �sa o0o s_�� +a< � vaa.n <e9a oore �s ���� � 9�• 000�o oss o�i o�9 �a �� o�s s�s INCIDENCEPROBA&LITY 70 Year ��' 238 22-0 000 000 03] 35 A98 000 lAl A9fifi< 145A 9<9 0030W 1< Ga��a 1 993 OOOWO 033 035 0.19 <]fi 08J 0.1. <J_' � 239 2i0 238 O10 Ofifi 00' 00' 00 fi4 000 OJJ AA 0 14fi.% 3�fi 00�0�� h G«��� 1 995 000000 0.18 0.11 0.11 AO' 0-0-0 009 <09 �• �������� INVH2T C�H OUREf DA CE9GN LBJGiH FRIC�ION FRC�ION JWGTION LOSS AQ M Inl9 Inl9 Tcptl AM 2a1 2i2 DS 0]8 OW 0'1 0?1 <00 fi5J 000 13J A<0 AA909 838fi 00�003 h d��� 1 990 0000d0 031 0?A 018 <W 080 0_ <'S i01 302 i00 035 081 03fi 03fi 500 6i1 000 13fi b3101 43091 950 0010<z 15 G��� 1 ]18 OOOL'0 OA9 0% 0'_? 5'_J 09'_ 003 <03 WLET STA � OFRO WATHi flFE OSai flFE SLOP�9a LOSS CanV. W�&pn) SKEW Bentl Sum 91RFACE 13 Shaqngl 05 RW1L Walcr Tapoflnk� A4us�rten�? SC,Q�E -0Ol 402 -000 000 000 ]09 fi3] 4]3 000 Sfi5 J31?1 i3091 389? OOOLI 18 G��� 1 999 0003fi0 081 09I 039 583 13-1 011 fi38 OR OU�FLOW OlJ�RO SURFA� Da �a Lo (FTIF� HI Va Ho Vi ViPl2g Q3SM4X Angle K H HL FLOW H H H Surtace 9cv. � ��� -00' 461 -0614 Ofi0 Ofi9 0�1 OJ] <00 fi5-0 000 1]1 J3235 i31fi0 ID6fifi 000'03 15 G��� 1 S8I OOO1fi0 Ofi0 058 030 Jfi9 09A 038 538 JUNC�ION PFE RFE BE'✓_ (INmn) (ffS(]v6) (Polv� (M'Iv� (FVIv� (Wlvn (VR/2g) (WM) (WN� (WA� YM (Wh¶ (WM) 9eva�Im ARROX -0Q'A -0614 -002 O15 OSfi 008 OSO 538 -095 000 311 13150 -03131 3fiJ5 OOOI10 15 Gaular � 590 000310 Ofi5 OW 033 J8] ]0] 009 Sd] � 40i -006 402 0]1 Ofi3 013 059 fi35 51fi 000 3fi9 J333J A330] ]005 0039ffi li dR��� 1 1"109 000'90 OdJ Od3 0'fi 8fi5 1W 00' fi]] (�) (�) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 40] -008 406 O11 058 OOfi O�fi 591 51fi 000 188 J3853 A339] 1]289 003-099 li dR��� 1 1309 000180 0�0 OYI 0'? 855 153 03-0 fi'_5 �0 415.550 � 409 410 408 000 000 OAO <fil fi39 000 3A9 19II -0}fr9 .&ifi 003003 1< G«��a 1 990 OOOliO OA3 03' 0'_-0 fi.;'_ l.li 0.10 <91 c, � 202 413.950 200 415.550 24 17.081 15.&3 0.00508 0.080 16.462 1.052 18.873 5.531 1.936 0.0 0.00 0.000 2.988 0.000 2.988 YES 1.494 1.574 417.124 420.100 O.K � -011 412 -010 O�J OSS 008 011 Q-0 6J] 000 138 A-0095 i398 Sfi58 00199� 1< 1 989 OOOWO 031 01J 019 fi8 OS] O1] SJO uLa uu uz o�� o_�e oos oos soo soa o00 oa� ���s u�3� d]r omee< �< ��„i� � 9sa o00000 or, o�o o>> s9� oa� o�o s�o �14A 415.3� 200 417.124 24 28.627 69.57 0.01426 0.992 18.873 1.3&3 16.169 4.060 1A21 0.0 0.00 0.000 2804 OD00 2.804 YES 1.402 2.394 420.503 435.860 O.K. � u- ua u� oos on ooe ooe soo asx o00 ose u�.]9 aa�os sesz oo�mo �s ca��� � 99� o00000 o�e oo� o�0 3as os9 o�e ve pq q207� 200 471.320 24 28.627 30A2 0.01426 OA34 16.169 1.015 10.789 1807 0.633 0.0 0.00 0.000 1648 0.3'18 '1.648 YES 0.824 t258 423.578 434.770 O.K 415 ll68 410 000 000 0.18 <-1 a8fi 000 1.11 AJfi3& 44400 A'fi3 OOA993 h G«��� 1 1<fi< OOOOiO 033 0.15 O.W ',3' ]0' O.11 <81 � � 206 422430 1.50 423.630 18 14715 3Q82 0.01748 0.539 10.353 OA'I6 1Q270 1638 0.573 0.0 0.00 0.000 0.989 0.605 0.989 YES 0.495 t033 424.663 435090 O.K. � 41' ll8 416 009 Ofi8 OOfi 0.13 1' fiJ9 000 08- A1&fi 451A3 A31fi 00099fi 1� 1 fi9& 0000'0 030 033 0.1& 389 053 0.19 <3fi alz4 a16 a16a 00" Os3 OOa 0.1" �fi A9i 000 ]0" al. ? aslm sx�fi 000988 ]s ��_��� 1 fi9fi OOOmO 033 O:fi 0.19 d.10 Os9 0.1, sa9 �20 423.150 1.50 424.663 18 14.1�0 64.00 0.01607 t029 tQ270 0.409 6.392 0.634 Q222 0.0 0.00 0.000 OB3� 0.000 0.631 YES 0.3�6 t344 426.008 431.910 O.K. u�a uw uea oo� oe9 om o�s sa9 a9� o00 >>> d<o9� aso3� ss9s omom �< ��„i� > >oo 0000�o o� on o�o an oe� o_ s_n 108 424.530 1.50 4�.008 18 3.187 6tQ3 0.00082 0.050 6.392 Q'I� 9.'143 t298 OA54 0.0 0.00 0.000 OB13 0237 OB13 YES 0_306 0357 426_365 4328W QK � � � -019 420 -018 0�1 Ofi5 00J 00' S00 fi5-0 000 OJfi JS30 i519fi 33]J 0010�� 1< G�cu�g 1 J08 000000 011 O1-0 013 3'_5 038 Oli 51] C SOL4 SOQ4 500 000 000 000 500 000 833 AA4.3fi 1133 <OSfi 001993 18 G«��� 1 lA&5 OOOWO OSO 09fi 039 8fi_' 195 0.10 5.10 ��0 427.940 125 428.940 1$ 2.�1 9251 0.00"I50 0.139 9.1Q3 �.32$ f1J24 OJOZ �.24f1 �.� 0.00 0.00� �.$7� �.14$ �.$]� YES Q285 �A24 4$2.4$8 4$7��� O.K. j a sos zoe soa o03 on os o�a s�a soo 00o be� ai9<s n9oo su% omoos �a aR��� � r__n 0000�o o�a �m oa� b�s �3e o�s s33 112A 432200 1,26 433,200 15 2506 12773 0,00134 0.171 6724 0.176 8.216 1.318 0.462 0.0 0.00 0.000 0.637 0.693 0.828 YES O414 0.585 435.179 443.870 QK � aR„ig � so� zos soe oao osa o�s o�s sa sos o0o sss aso�s nsss s�ao 000sas �a � r_�s 0000so o�a �os oao b�o �3a o�a s�a >>p q3g,p5p 1,25 439,260 15 1,913 43,07 0,00078 0,034 9.216 0,33J Z153 0794 0278 0.0 0.00 0.000 0.608 0.910 0790 VES 0.395 0.429 44t172 445910 O.K. " ��ig � 509 510 508 000 000 000 500 d00 000 51fi 48.53 4fr3�k1 195fr 001991 14 1 3193 OOOOfiO O55 OJO 03] i51 1J] OW SW p boi boo ibs �ss o90 �s9 �39 soo �sa o00 9�o aaa>> aso9e cic� omeee �a ���� � �ci oomao o_�o o9s os9 9�9 zoa o>> s>> 114 440,940 1,26 44t940 15 1,003 83,63 0,00021 0,018 7.163 0,1� 6]41 0,612 0.178 0.0 0.00 0.000 0-378 0.382 0.481 YES 0.248 0287 446-334 44fl790 QK � c 116 445,220 1,25 446,220 15 0,621 76.90 0,00008 0,006 5,741 0,128 0.000 0.000 0.000 0.0 0.00 0.000 Q 128 0.821 Q 166 YES 0.083 0.089 448.479 453 350 O.K. �' � 0 � 207A 428.3Z0 125 429.320 15 0.314 57.56 0.00002 0.001 3.675 0.052 0.000 OD00 0.000 OD 0.00 0.000 OA52 0.314 0.068 YES 0.034 0.035 429.623 433280 O.K. L 3 � � 0 LD-347 PROJECT: Soulhwootl Retle�elopment-Village 1 DESIGNED BY: CG 208B 428.820 2.00 430.420 24 15.903 58.09 0.00440 0256 10789 0.452 10.617 1750 0.613 0.0 0.00 0.000 1.064 0226 1.064 YES 0.532 0788 43t208 436260 O.K. Q � HYDRAULIC GRADE LINE ANALY515 208 430.080 200 431.680 24 15.050 3574 0.00394 0.141 10.617 0.438 10.512 1.716 0.601 0.0 0.00 0.000 1.038 0.658 1.038 YES 0.519 0.660 432.340 437130 O.K. � �' Checked � INCIDENCEPROBABILITY 70 Year 210B 430.987 200 432.560 24 14.392 108.73 0.00360 0.392 10.512 0.429 10.483 1706 0.597 0.0 0.00 0.000 1.026 0.110 1.026 YES 0.513 0.905 434.029 440.350 O.K. J Z � 210 433230 200 434.830 24 14.154 55.90 0.00349 0.195 10.483 0.427 10.�7 1.679 0.587 0.0 0.00 0.000 1.014 0.374 1.014 YES 0.507 0.702 435.532 441.830 O.K. G � O D T wvear o�rri a�r�Er ow. oesicN �a�cTM Fwcriau Fracnav �ur�cnor� �oss aai-N� i�ie� ime� ropon,iH 212 434.450 2.00 436.050 24 13781 32.04 0.00331 0.106 10.397 0.4Z0 10.375 1.671 0.585 0.0 0.00 0.000 1.005 0.156 1.005 YES 0.502 0.608 436.658 441.870 O.K. I I I � Li WLET STN_ EL OFFLOW WAiER RF£ qSCH. RFE SLOFESfo LO55 ConV. Hi(&pnJ SKEW Bentl Sum SURFNGE 13 SM1aping4 05 RNAL Water Topoflolet Aajustnenl9 W � N � 214 435200 200 436.800 24 13.625 40.45 0.00323 0.131 10.375 0.418 10.917 1.851 0.648 0.0 0.00 0.000 1.066 0275 1.066 YES 0.533 0.663 437.463 442430 O.K a �> OR OUTFLOW WTFLOW SUI�ACE Oo Oo Lo (RIFT) Hf Vo Fb VI VI'212g 0.3SMN%_ Nngle K H HL FLOW H[ H[ H Surface Bev. � Q O Y 220 Q36.320 200 437.920 24 12210 83.40 0.00259 0216 10.917 0.463 7762 0.936 0.3D 0.0 0.00 0.000 OJ90 0.359 0790 YES 0.395 OB11 439.172 445.620 O.K � � JUNGPON RFE RPE AEV_ (INmm) (CFSIpAS) (R4A) QAIIA) (FVIA) (FNdJ (Vi42gJ (F�MJ (WM) (WM) V/N (FGA1) (PoM) 9eva600 APPROX. � 722 438.530 200 440.130 24 11.851 3071 0.00244 0.075 77Q Q234 8700 1.175 0.411 0.0 0.00 0.000 0.645 0246 0.645 YES 0.323 0.398 440.528 445350 O.K W L (�) (�) (3) (4) (s) (s) P) (8) (�) (�o) (>>) (��) (�3) (�4) (�s) (�6) (�6) (») (�8) (�9) � J � " � 228 440.080 1.50 44t280 18 6.680 34.&3 0.00360 0.125 8700 Q2S9 8.603 1.149 0.402 0.0 0.00 0.000 0.696 Q281 0.696 YES 0.348 0.473 44t753 445590 O.K a d 300 431.910 � ( � m � 230 440.8� 1.50 442060 18 6.399 49.76 0.00331 0.164 8.6IXi Q287 8.321 1075 0.376 0.0 0.00 0.000 0.664 0.669 0.661 YES 0.332 0.496 442556 447620 O.K. O Q v/ � �? 302 430.910 125 431.910 15 2.355 9.50 0.00118 0.011 5241 0.107 0.000 0.000 0.000 0.0 0.00 0.000 0.107 2.355 0.139 VES 0.069 0.081 431.991 432.770 O.K. � � a � 232 442420 125 4Q3A20 15 5.730 �77� 0.0070t Q�24 8.32'I Q2� 7794 0.943 0.330 0.0 0.00 0.000 0.599 t417 0.779 YES 0.389 0.513 443.933 448.730 O.K. � m � � 0 234 442870 125 4Q3.933 �5 4.3�4 86.87 0.00397 0.345 7794 Q2°.6 Z'140 0792 Q277 0.0 0.00 0.000 0.5�3 0598 0.513 YES Q256 0602 445.187 449970 O.K. a � JUN LDJ4� PROJECT: Sw�hwoodRedewlopment-Villagei DE5IGNE�BV: CG �6 4h47'10 125 445710 15 37'16 56.91 0.00295 0.�68 7.t40 O.t� OD00 0.000 0.000 0.0 0.00 0.000 0.198 3716 0.257 YES 0.129 0296 446260 450.140 O.K. I I I Q � HVDRAULICGRADELINEANALYSIS W � 1 L r Checketl'. � O r 3 p INCIDENCEPROBABILIT 10 Vear � � .0 106 425,550 1,25 426,550 15 0,31a 71,00 0,00002 0,001 2,88A 0,032 OD00 0.000 0.000 0.0 0.00 0.000 0.032 0.314 0.042 VES 0.021 0.022 a26.572 432440 O.K. D a o � " J °' a iNvarr o�rH our�er oa. osicN �cTM rzacnoN rzacnoN �uNcna� �oss noi.rn ime� inc� Topornm w z 7 o � w�er sra a oFF�ow wn� ar� asa-i. arf s�oceso �oss co�v. w��:p�7 sKem ee�d s�im suaFnce i.s snapmg? as aHa� wa�er lwonme� nai�sm�n ZOBA 430,080 1,50 43t280 18 0,671 35.52 0.00004 0.001 4500 0.079 0.000 0.000 0.000 0.0 0.00 0.000 0.079 0.671 0.102 VES 0.051 0.052 431.332 437260 O.K. Q � L aU' � � �' z 3 O8 OIfrFLOW OIfrFLOW SURFA� N � Lo (Ff�Ff� M Vo Ho VI Vf22g 03SM4X Angle K H HL FLOW M H� H Surtare 9ev. � ,,,�( � Q �uNcrioN ar� ar� ae✓_ �wmn� ��s�a�s� �wrn� �ar� �amq (Rm� �vivzq7 �Fvrvq �Fviv9 �Fviv9 viN �wn�9 �wnq awa�ion a�suox 210A 433.970 1.25 434.970 15 0.136 32.W 0.00000 0.000 2.2W O.OZO 0.000 0.000 0.000 0.0 O.W O.WO 0.020 0.136 0.026 VES 0.013 0.013 434.983 440.340 O.K. � U W o � � l'II 12) 13) 14) 15) �6) 1�) 18) (�) (�o) �>>) l��) l�3) l�4) l�s) 1�6) 1�6) 1��) 1�8) ��9) � � T } 400 432.110 � O � 216 436.110 1.00 437.463 12 1.189 30.60 0.00099 0.030 5.555 0.1Z0 6.128 0.583 0204 0.0 0.00 0.000 0.324 0.581 0.421 YES 0211 0241 437.704 462760 O.K. a � « Q 402 430.9t0 t.50 432t10 t8 5.653 38.92 0.00258 0.100 5829 D.132 8.653 1.163 0.40] 0.0 0.00 0.000 Q539 0.000 0.539 VES Q269 0.3�0 432480 43�.620 O.K. 'o � � 218 438.170 1.00 438.970 12 O.BJS 16.12 0.00026 0.004 6.128 0.146 0.000 0.000 0.000 0.0 0.00 0.000 0.146 0.608 0.190 YES 0.095 0.099 439.084 443900 O.K � w � 406 4320]0 t25 433.0�0 15 3.690 10A5 0.00291 0.029 8.653 Q291 8.554 1.136 0398 0.0 0.00 0.000 0.688 0.813 0.895 VES 0.44� 0.4]� 433.54� 436.910 O.K. Q f1 a c0 � L` � U (q 408 4324]0 t25 433.54] 15 28�� 1�289 0.001T/ 0.305 &554 0284 6.]1] 0.]01 Q245 0.0 0.00 0.000 Q529 0.388 0529 VES Q265 Q5]0 438.918 445.650 O.K � F 410 438.950 t25 439.950 t5 2489 38.46 0.00132 0.051 6.�n O.nS ].3]1 0.844 a295 0.0 0.00 0.000 0.4�0 0.000 0.4�0 VES n235 n286 44a236 448.380 O.K. 224B 440.OBJ 125 441.060 15 3.950 40.95 0.00333 0.136 7.615 0225 8.161 1.03A 0.362 0.0 0.00 0.000 0.587 0718 0.587 YES 0294 0.430 441.490 446.840 O.K. � � J 4�68 444.00o t25 M5.o0o �5 t�10 4z62 0.00026 0.013 z3�1 0211 4n� 02�0 0.095 0.0 0.00 0.000 0.305 0.000 0.305 YE5 0.�53 0.�65 M6.6o5 456.800 o.K. 224 442.370 125 443.370 15 2.964 98.00 0.00188 0.184 8.161 0259 5792 0.521 0.182 0.0 0.00 0.000 0.441 0.178 0.441 YES 0220 0.404 445.731 450.600 O.K. O � 3 � Z N p' 4�6A 450.3�o t25 4513�0 �5 ti�o 53.95 0.00026 o.oi4 4.n1 0.068 4.�03 026� 0.09� o.o o.00 o.000 0.�59 0.044 0.�59 YES o.oao 0.094 45t464 458.06o O.K. 226A 445.410 125 446.410 15 1.473 57.42 0.00046 0.027 5.732 0.137 4.425 0.304 0.106 0.0 0.00 0.000 0237 0.891 0.308 YES 0.154 0.180 446.886 452830 O.K O d W 4�6 45tOt0 t25 452A�0 �5 t066 32.38 0.00024 0.008 4.103 O.oGS 3.886 0234 0.082 0.0 0.00 0.000 0.�4� 0.�93 0.�4� YES 0.0�4 0.082 452092 458A2a O.K. p6 446700 125 447700 15 0.582 29.79 0.00007 0.002 4.425 0.076 0.000 0.000 0.000 0.0 0.00 0.000 0.076 0.582 0.099 YES 0.049 0.052 447752 453.320 O.K � � Q 4'IS 45'1.430 t25 452.430 15 0.8�3 43.16 0.00016 0.00� 3.885 OA59 324] 0.'164 OAS] 0.0 0.00 0.000 0.'I'16 0.4'IS 0.'IS'I YES 0.0�5 0.082 452512 458.�10 O.K. ~ d 3 os � 420 45t96o t25 452960 15 0.458 332� o.00004 o.00i 324� 0.041 0.000 0.000 0.000 0.0 0.00 0.000 0.04� o.45a o.053 YE5 0.02� oA28 452988 458.56o O.K. p4A 440.980 125 441.980 15 0.645 29.79 0.00009 0.003 3.572 O.OW 0.000 0.000 0.000 0.0 0.00 0.000 0.050 0.6A5 0.064 YES 0.032 0.035 442.015 447.320 O.K �o p n« � 3 � 404A 43'1.3'10 t25 432980 '15 3.118 26.�5 O.W208 OA56 4.8�3 0.092 4.686 0.34'I 0.'I'19 0.0 0.00 0.000 Q2'12 0.4'10 Q2'12 VES 0.'106 0.'16'I 432641 43�240 QK d 238 445.450 125 446.450 15 1.436 59.59 0.00044 0.026 5761 0.129 5.638 0.494 0.173 0.0 0.00 0.000 0.302 0.000 0.302 YES 0.151 0.177 446.971 454280 O.K � m p 404 43'I.600 t25 432641 15 2.�08 106.66 0.0015� 0.16� 4.686 0.085 0.000 0.000 0.000 0.0 0.00 0.000 0.085 2.�08 0.'I'I'I VES 0.055 Q222 432996 436.490 O.K. � � y U 242 449.09D 125 450.090 15 1.341 83.86 0.00038 0.032 5.638 0.123 0.000 0.000 0.000 0.0 0.00 0.000 0.123 1.341 0.160 YES 0.080 0.112 451.081 456.900 O.K � N � U 4'12 439.820 t25 M0.820 15 1.384 56.58 0.00041 OA23 5.684 0.125 3.9]0 Q245 0.086 0.0 0.00 0.000 Q2'I'I Q504 Q2�4 VES 0.'13� 0.160 44t266 445.9�0 O.K. � O � 4�4 44t050 t25 442050 15 0.360 36.82 0.00003 0.oa1 3.833 OAS� 0.000 0.000 0.000 0.0 0.00 0.000 0.05� 0.360 0.0�4 VES 0.03� 0.038 442088 44624o O.K. 240 446750 125 447750 15 0.438 2226 0.00004 0.001 4.072 O.O6A 0.000 0.000 0.000 0.0 0.00 0.000 0.064 0.438 0.084 YES 0.042 0.043 447793 451720 O.K � L � v1 � c m C7 4'12A 44'1.3'10 t25 M2.310 15 0.408 4Z12 0.00004 0.002 3.W0 0.061 0.000 0.000 0.000 0.0 0.00 0.000 0.06'I 0.408 0.080 VES 0.040 0.041 442423 449.890 QK � O 3 � o 0 > ; � � � � a � � m � - � a' � � $ t0 a � t ]OB NO. y o 0 � U � �, 40919 � �, m � o ? SHEET NO. a o � C6.06 � ° _ � � � L PROJECT SouthwoddRede�eo ment-Villa e 1 CUZ��F,Ri DESIGN FOR11-f LD-269 PROJECT ,• CLZVF.RT DFSIGN FOR11-f LD-269 P � SouthwaddRedeveopnent-�illagel ''��������,./ ROaD COiINTY �lbe�nu�le(Zone2) SHEET OF DESIGNER: DATE: 6/4/2020 ROaD COiINTY Albemarle(Zone2) SHEET OF DESIGIVER: DATE: 10/14/2020 �����(�LTH Q�,���� CUI.4"ERT 501 �'� i?1VITS INGLISH ���ZEWER: D�iE: CUZ�'E2T VA REVIEWER: DATE: � � � • 509 i7�TS INGLISH � f� � NO�ASta[ion Chu�lottesville ��� i�' NOAAStation Chu�bttesville � ,?� � CLINT W. .-. HIDROIAGICaI,D�Ta HIDROLOGIC�I,D�T� ZV� SI�.I,FFLET i� Method: I1VPliT Road���ay �'idtli z8�� ft ROADWAYELEVATIOIV a56.53 ft RoadLength 100 Sldace Type pA\-'ED l�fethod: RATIONAL Roadway Widfli �� � ROADWAYELEVATION 488.00 f1 RoadLength 25 A�t'aceType PAVED �A Li�`5+380 �+ � Drainage Area: 3317 Freeboarc� #VALUE! fr Draina�e Area: 1.10� Ac��es Freeboarc� #\�ALUE! fr j��j �/30/2021 ��V,� i '�� \`� Tiuie of Concentration 5 Shldr.Elev.Lc.= ft Shlck.Elev.Rt. fr Tune of Concentration 5 Minutes Slildr.Elev.Lt.= ft 9ilck.Elev.Rc: ft �� S,Q rG�� �•���U.1A4 �,�.• DFSIGNFI,O�L'S ELHWc� 1S3S4 H _ '_"_'�'_' _'__'_"_'_"_"_'_"_"_'_"_"_'_"_"_'_" "_'_"_"_'_ �r - DFSIGP I�I.OWS ELH4�'c� 48A.87 ft _"'Q"' _'_"_'_""_""_""_"""""'_""_""_ _"_'_""_" ���H�� �"' - R.L(years) FL04V(cfs) EIs1= 452.94 ff Hwi H R.L (years) FL04V(cfs) Els� 483J8 ff Hwi H 10 Desi�n 823 Efl= 452.86 ff TA'DEPTH 0�7 fr 10 Desigi 526 Eli= 483J0 ft TWDEPTH 0.55 ft M � _ """ """'" Strevu Bed - - , rn �u 2 Check 6.43 L= 121.9 ff -_ TR' TR'VEL. 325 f s � � ""' S[rea�nBed . p .. Check ..25 L= 19.Sg ff TR' TR'VEL. 5.02 ips cv � '_"""""""""""""""" """"' ______'_'_'_' N C 25 Mas 1035 � ��$$� DEPRESS[ON 0 in. -""________________ ChamtelInv.EL. 443?5 fr 75 MaY. 6.62 � ��99� DEPRESSION 0 in. -""----_____ Cha�elHrv.El.. 48352 ft j � '_"_""'_ ""'_"__"'_"' CiTLUFRT DFSCRIPTION: SKER'= 0 ° "Q" $ed 0.013 E�a= 44325 fr CiTLPIItT DFSCRIPIION: SKER'= 0 ° 0.013 48331 fr w °1 � 'Si"Bed Elo= H W N 3 TYPE: Siugle/MaI[iple Couforming TYPE: Single/Mal[iple Conforming Q w a; 3 LL o Inlet Fxlge Description: TOTAL OR'PE HF,AD�VATERCALCi7IATIONS CO:VTROL MINIMUM Inlet E[lge Description: TOTAL LOR'PE HFADWATERCALCiJI,.ATIOFS CONTROL MINIMUM � � � � K W L M SmoothTaperedIiiletTlu�oat FLOI�' BARREL INLE"I CONTROL OU"ILE"I CONTROL HEAD4�'A"IER OU"ILE"I SHOULDER COn-In-fEN"IS SmoothTaperedInletTluoat FT.OR' BARREL NLE"I CON"IROL OU"ILE"I CON"IROL HEADR'A"IER OU"ILE"I SHOULDER COMMENTS d � U � Z w J -vi O Sin�Je/MultipLeCorifoiming/BrokenBackCulverts Q Q� HR'UD HA'i FALL ELHR'i TR' dc (dc+Dy2 lw ke H ELHR'o ELE4 VEL ELE�. Q Q/!V HR'i/D HR'i FALL ELHR'i TR' dc (dc+D)/2 ho ke H ELHR'o ELEV VEL ELEV. d > o N � Sin�le/MultipleConfomune/BrokenBackQilve��ts Ul N � a MATERIAL SHAPE Size(in) u Mamiings cfs cfs ft ff fr fr ff ff ff ff ft fr fps ft MATERIAL SE3APE Size(in) N Muming' cfs cfs fr fr fr ff ft ft ft ft ft ft fps fr � � � � U u Il QONQ cn w Concrete Cuniilu� 18 1 0.01 823 82 1.12 1.68 0.08 45454 027 1.11 131 131 020 1.15 445.70 45454 1430 Concrete Circulu 24 1 0.01 526 53 OS9 l.11 0.08 484.87 0.55 0.81 1.41 1.40 020 0.06 484]8 484.87 7.49 p Q � � � � � v h I� 6.43 6.4 0.98 1.47 0.08 45455 0.25 0.98 124 124 020 0.70 445.19 45433 1334 225 23 0.44 0.73 0.08 484.43 0.40 052 126 126 020 0.01 48458 48458 5.85 i V > � � W W H � � � � � 1095 10.4 131 1.96 0.08 454.82 OSO 124 137 137 020 1.82 446.45 454.82 1521 6.62 6.6 0.66 133 0.08 485.03 0.60 0.91 1.46 1.46 020 0.10 484.87 485.03 8.00 o N j � � O O � v � U U � � ti ti BrokenBackCul�ert TAII.R'A'I'II2DATA: TC1II.R':1TERRESULTS: R0:1DR%AYDATA: ROADW:IYOVERTOPPING: BrokenBackCuhRrt TAII,R%A"I'II2DATA: �IAII-�V�1TER12ESLZTS: ROADR%AYDATA: ROADW:�YOVERTOPPING: o w Z Z o Flow 4iear Oveitoypiug Overtoppiu� o Flow 4tear Overtopputg Overtopputg � ~ O O LENGTH Elev. 4{ER' Channel 4taye Trian�dar Dischu�e Elevation Velocity Roachvay R'idtlt fr Dischar2e LEVG"IH Ele�. S[{ER' Channel9iaye Trianeidar Discharge Elevation VelociTy RoafiNay R'idth,ft Discharge U U depth force 287 Disdiaree Elevation cleyth force 10 Discharge Elecation "n" = cT's 8 ft f s PSF 9�rface T e cfs CfS ft "n"= cfs ft ft f s PSF Sl¢face Ty e cfs pfg ft Uj W W Botto�u lb'idth,fr 0.00 0.035 P yP PAVED Botto�u 4�'idth,fl 0.00 0.035 p p PAVED � a a Side Slope Lt: (H:1V) 50.00 Desipi 443.s2 o:L7 325 1.42 Top of Road FJevatloq ft 456.53 Desi�i o 0.00 Side Slope Lt: (H:1V) 3.00 Desipi 484�07 0.55 5.02 2.84 Top of Road FJevatlon,ft qgg Desipi 0 0.00 0 OO OO 44350 025 3.06 129 Length of Road, ft 0 0.00 483.92 0.40 4.06 2.06 Length of Road, ft 0 0.00 � � � SideSlope Rt: (H:1V) 18.00 Check 100 Check SideSlope Rt: (H:1V) 4.00 check 25 C�heck � > > channel Slope,fuft 0.0830 n�ax. 443.55 0.30 3.aa �sa MAx. o o.00 cnannel Slope, ft/ft 0.0830 n�ax. 48���� o.bo 5.3z 3.09 n�Ax o o.00 � � � Distance Distance � Elevation Elevation � N N "ii" _ "ii" _ > w O � TECHNICALFOOTNOTES: TECHNICAI.FOOTNOTES: U � � M (1) USE Q/NB FOR BOX CULVERT S (4) ELhi=HWi+ELi(INVERT OF INLET CONTROL SECTION) (6)ho=T W or(dc+D/2)(WHICHEVER IS GREATER) (1) USE Q.-'AB FOR BOX CULVERT S (A) ELhi=H Wi+ELi(INVERT OF INLET COATTROL SECTION) (6)ho=T W or(dc+D/2)(�VHICHEVER IS GREATER) z � � (2)HWi/D=HW/D OR HWi/D FROM DESIGN CHART S 5 T W BASED ON DOWNSTREAM CONTROL ORFLOW ' � (-) (7)H=[1 t ke+(29n"L)/R'�']v"/2e (2)HWi/D=HW/D OR H Wi/D FROM DESIGN CHART S (5) T W BASED ON D04VNSTRE_AM CONTROL OR FL04V (7)H=[1 +ke+(29n`L)B'']v�/2g v7 DATE > (3) Fr1LL=HWI-(ELHWd-ELs�;FALL IS ZERO FOR CULVERT S ON GRADE DEPTH IN CHANNII, (3) F_AI,L=H WI-(EI.HWd-II,s�;FALL IS ZERO FOR CULVERT S ON GRADE DEPTH IN CAANNEL � 3�18�2021 S LBS C RIPI�DEFIlVIIIO NS: C O MNIIIVTS /DIS C IIS S IO N: C LiL�'E2T B.�1RRII,S ELEC TID S LBS C RIP�I DEN'IlVIIION S: C 011-INIIIVTS /DIS C LiS S ION: C LZ�'ERT BCIRRII.S ELECTED � } DRAWN BY HWd DESIGNHEADWATER i INLET SIZE: n: HWd DESIGNHEADWATER i INLET SIZE: n: - C. GAYNER HWi HW IN INLET CONTROL o OUTLET I I I SHAPE: MATbRIAL: HWi HW IN INLET CONTROL o OUTLET � 1 SHAPE: MATERIAI.: HW'o HW IN OUTLET CONTROL sf Streunbed ENTR�NCE: HWo HW IN OUTLET CONTROL sY Streunbed ENiRANCE: DESIGNED BY �tL culve�t face �ciilvert face �� C. SHIFFLETT • CHECKED BY CULVERTSOFf byENSOFTEC, INC. CULVERTSOFT byENSOFfEC, INC. C. SHIFFLETT • • SCALE � N/A � � � � � V o c � d J ' � J J � �--� > � � � _ 3 � � 0 � � � /� n c uJ � 0 � Z0 d � � O a Y � > � � a ^ W � y � LL d' c � Q � U � Nw G o J m � o m w a Q � � U o n � LL L o Q c � r � a�ia � � � o r � o a z w � � 3 � � �' z � U � a0 o � Q J � � a � � �,� T t0 0 � � a U � _ � � � � Q � o � � o = � ~ � 3 � z N d O � a w � � ¢ � ~ ^� 3 os O �L � � '3 cn = n m a� c O > 'y � N {d U � �+ c U uxi o d � £ 2 L d y (/J � C 3 yo 0 � o > ; � � � � a � � m � - � a' � � $ t0 a � t ]OB NO. y o 0 � U � �, 40919 � �, m � o ? SHEET NO. a o � C6.07 � � _ � � � L � S:\103\40919-Southwood Redev\DWG\Sheet\CD\C7.0-UTILITY PROFILES.dwg � Plotted on 7/29/2021 1:55 PM �by Kevin Flynn � + cn 0 �I V W W (O CO O O CT O CT O CJ� O � O 170: DI-2B 6 ft Throat o A � � � co � � � o w STA 10+37.79 cn o cn � W o � cn o cn � � TOP 488.43 tn' �'_' � � D Z \ INV OUT 484.17 (169A) � _ � � � � 00 � zm � � � � Ow m � I� w ,p \ a mTD -' 0 154A: DI-3B 6 ft Throat o p �^? c°'o \ 0 o STA 10+00.00 e m p D 1 TOP 466.51 � INV OUT 459.99 (153A) I I 154B: DI-2B 6 ft Throat I STA 10+37.79 170A: MH-1 � / TOP 466.03 + STA 10+g4.13 Z ' INV IN 460.85 (153) o TOP 489.88 � � INV IN 459.61 (153A) INV IN 483.23 (169A) � INV OUT 458.87 (153B) I INV IN 483.00 (171A) G) X INV OUT 482.90 (169) � � m / � I Dcn < �p � + !v = � _. � O � AA � o o W w � � � (R� wA mZ � N � D �� O W �7 �7 � -' � � � � n / N � D � � T m0 AA � � m � � I Czz co m m I / m � N � ' O G G , (n /� o cn cn O � c _ o � � N � Z Z CnN c:n �� � � � D � � o � fn wA � � � y W o T / I m m � � D I o o O rn /v � x , � m � � rnop � � � D � ii �� � rnD I �rn� CO � � � 01 cn � � � � rnorn o O � m Z � cn < I �....�° A � °' � � + _ � � A P O � -� N � � N Z A N Z OO � W � 150: DI-3B 6 ft Throat o m O STA 12+24.82 TOP 460.86 I INV IN 455.13 (1536) W � � � INV IN 453.76 (151) o « � D rn I INV OUT 453.66 (149) � (� � m r �c z � o 0 ' V � � � + W oDAu�i A �1 w� o �c�o � W � � O / o w � rn a c.�i, c.�i, rn rn � � � m -n J � � �� �° � W cn o cn o cn o cn m � r, rn � � J + / / O �„"� � O O 162: DI-26 6 ft Throat STA 10+37.79 TOP 489.17 � p INV IN 479.38 (165) � A A A A A p� A A p INV IN 482.94 (163) � c�"�'i� o cAn o c"'n � o c°'n � INV OUT 479.28 (161A) � r � Z , zm m � 0 152: DI-3B 6 ft Throat A o c�i� o c�i� o c�°i� o o (� N a STA 10+00.00 0 ' � TOP 460.89 -` = o � o p � � INV OUT 454.16 (151) o m o � � � � � � � G < < � D � � c�i, o cJi, o � o c�°i, � � Z Z A � O � � � _ � o � c�nc�i� � � w a � N ' A W Cn W A � ' = Ul D O OCJ1 � � W v ' � O � � � O � fll � � � � O � °'�^ "' x o ' m T `"' A 164: DI-3B 6 ft Throat m � „ � � o T / � m ^ � W o o STA 10+26.85 � x A'-"C0 v TOP 490.03 � 0 � w o � � INV OUT 483.35 (163) m � � m - - A N � z � 162: DI-2B 6 ft Throat 148: DI-3B 6 ft Throat n n N STA 11+42.00 / STA 10+37.79 � � � ,r � TOP 458.10 TOP 489.17 INV IN 479.38 (165) !?� !T� (n � INV IN 451.62 (149) J INV IN 482.94 (163) � ' � I INV OUT 446.35 (147) � X u, o TI I � A � / ti, INV OUT 479.28 (161A) N / � x ~ � m GZi � A � � � + m � � + / � o RnA � � � � ,Z�j A N � o N A �� � � o2co cn DO tn � � � pw °� � � DO � � p � � O� m0 � D � ( � � � � D m0 r ao � T � A \ O m m � � � m m o � � � � � � � � � �i" � r e 144: DI-28 6 ft Throat � � � � z STA 12+61.92 � I 162A: MH-1 TOP 454.81 � STA 11+65.98 INV IN 445.15 (147) � I TOP 483.30 INV IN 447.59 (145) (� A � INV IN 476.74 (161A) �;, N N = �� INV OUT475.23 (161) +o INV OUT 445.05 (143) +o 0 0 0 � �� °J m r A A A A A A A I + c�''i� o c�i� o c`""i� o c°'i� 158: DI-2B 6 ft Throat o � STA 10+37.79 TOP 479.16 INV IN 473.49 (161) INV IN 472.22 (159) � � � � � � � � � INV OUT 469.69 (157) + �' cn o cn o cn o cn � � W W A A CAJi UA1 � p O Ut O Ut � � O Ut � O fllZ � � � � � AD N �1 A Z m � � `'" n � o m7� � �+ G' { � � �' � 502: ES-1 for 18 inch Pipe + 0 o � STA 10+03.66 � � � � � � � � � � � TOP 454.53 � � � � � � � � � m � � o INV OUT 452.86 (501) � D � aA om zm m p � � � � m � � m � 160: DI-3B 6 ft Throat � N Q � ' o � STA 10+00.00 TOP 479.12 C�i � N / � 500A: MH-1 INV OUT 472.60 (159) � � � STA 10+75.00 - !?� !?� (n � w o , TOP 456.64 �,, , 158: DI-2B 6 ft Throat � � � � o� � o INV IN 449.12 (501) (n � v= � � STA 10+37.79 ii" �� + = co � TOP 479.16 cn o � o0 0� � O � INV OUT 444.26 (501A) � o � � I INV IN 473.49 (161) (n = /� � m T' \ INV IN 472.22 (159) � 500: ES-1 for 18 inch Pipe m p � � INV OUT 469.69 (157) � STA 11+25.56 � N � INV OUT 443.25 (501A) � � � � � nn � � � Dy � + r AX mm � � o O<o cn � ,2�7 D (n ' �� � o\� U� �/ � O � � � m � V, o T I / m O /�� A A A A A A A m W W A A CI� (I� � � � � N O Cn O Cn O Cn O /n + V� O o � � m �7 X W O � � - mZ � 154: DI-26 6 ft Throat N STA 11+g1.58 o TOP 471.48 � INV IN 465.85 (157) INV IN 463.79 (155) INV OUT 463.69 (153C) A A A A A A A NCT � � �I �l W W + C71 O C71 O Gl O Gl � O O (J� � O .-0 O � � m � n D r U, mo • � � �• THIS DRAWING PREPARED ATTHE ��.•�a��coM�.,� CHARLOTTESVILLE OFFICE • O (� � • •• YOUR VISION ACHIEVED THROUGH OURS. � ,�j , y G,�S�' 608 Preston Avenue, Suite 200 � Charlottesville, VA 22903 . � r ,j� . � TEL 434.295.5624 FAX 434.295.8317 www.timmons.cam ��� „ n � r e^� : > \O ?�'P} Z "�: = SOUTHWOOD REDEVELOPMENT - VILLAGE 1 n n m � � p � DATE REVISIONDESCRIPTION :� oo � � o: � � �n = �n n �' 6/8/2021 REVISED PER COUNTYCOMMENTS % �, N ~� �: � m � m � n ti � ti c� � D � °y 7/30/2021 REVISED PER COUNTY COMMENTS �i �f. t \�� � Z � o COUNTY OF ALBEMARLE, VA p m � o � o z z o m �•�Ff/1 yl`a�•" o � m �, m �, m � N ���s���iN'��� � � `O STORM PROFILES � � ` � j A " These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction, bidding,and/or construction staking without the express written consent of TIMMONS GROUP. o � o �,n � 136: DI-26 6 ft Throat � r' ������������ ' , � v r � � � v �� �ALTH ��F��i F �n � � u> STA 13+26.58 m �..}i • ` o c o � N � � � 144B: DI-2B 6 ft Throat TOP 446.68 � r� o ���` � �� � ro v � � � "? v STA 12+19.51 c� � m 128: MH-1 ��. �'�y� o � � � � ,rir � INVIN440.62 (143B) � m � � m o � F m + � � � � TOP 449.20 INV IN 437.29 (135) _ + � � � STA 14+20.08 �� CLI NT W. �� � o � � � o � ZZ � INVIN442.33 (143) g � vZ � TOP437.50 `� : O O INV IN 438.60 (137) o =u ! SI�.I,FFLET i � a a � � ¢ d � � ) INV IN 443.31 (143A) INV OUT 437.19 131 0 ¢ a » INV IN 427.88 (129) � � ,� i � � o ro ( ) �., ro �• �� � � F z � � F z z z INV OUT 442.23 (143B) � cn r ? ? INV OUT 419.00 (127) i A Lic. N 51380 �� 460 460 �'F �/30/2021 �<v�� .; % .h�,s G�� EXISTING ,,,�������j�����,, � � GRADE 455 � � _ 455 M � � � PROPOSED � � rn � 8" WATER GRADE � N � LINE \ � > � \ w v � 450 1' 450 � � � 3 Q LL o 3 � LL i n W � tp �y o� � � c'� m � � d � Um Z _ ^ \ d V .-. M O � O m � I� � .�- � Q M v •--. M W ; O N O s r � � � (h M M V v L � W � K 145 � � I " v �-- t � " L v � � F � � c'� � � vic.i a 445 38.24' OF � 3' IN. � -- 445 �n '-' o � „ '� r "�o °' o �i x --" � �� � z � °' `"' � 15�� HDPE M M � � V 7 � M � V � O � N M � � � � I� oJ M � � � � � W � � M N oJ ^ � V 2i O � X U 0 00] ON V M 00 7 �pMO] W 7 m � C00 M M V Q � � V m 7 � W r V NN CO � V Q J N Q � @2.00% o � � � oo, F � � ,,.; vF �rj � rM � Na' � v � � F N � �,.� F NV � M � 240: 12" Basin - CircularGrate � N vv rc � � w 143 � v � ' ov � ' ov � � � v � � v � ZZ � ov � po � v � 2o � vv � oa � v � titi 181.26' � � � � � v0 � � vZ � o � vz p o � vz - - O o � v � � vZ z � STA10+00.00 � � vz z O cn = a�, ^' z Z Z 24" �F w " O c�i ¢ a > oa � » � aa » io ¢ a > » > � ¢ a � � ¢ d > > > TOP451.72 m ¢ a » > = v > `,n° � ww HDPE 43B � a > � v~j � z � �p � z z � � � z z � � � z ? ? z � � � z � � � z ? z INVOUT447.20 (239) c"'.� v~i � z z z � � � cn � � 440 �° � 50% `r � ? 440 455 455 450 450 460 460 � ^� w O O 24"HD�PE @1.50%� � � � UU � � titi � H > > SANITARY � PROPOS D O O PIPE 51-11 \ 131 GRADE PROPOSED U U 435 _ � �3p 94'OF 435 450 450 445 _ GRADE 445 455 PROPOSED 455 � a a GRADE @ � �� EXISTING o � � � GRADE � j j 3' � � MIN. 8„ WATER 4, � � � 430 430 445 \ � 445 440 � �, LINE 440 450 450 ~ EXISTING 3' MIN. EXISTING w w o N 62 lzg � GRADE � 8 GRADE _ ¢ � o 3p„ S6,�F � $�, WATER 1 3 3 O a � � � �q y�p F � ��6' L I N E 44.59' OF 2 39 z ^ 425 4 0�° 425 440 63.g�� � 440 435 15" HDPE 435 445 �2'26'OF 445 O DATE @ 1.50% � DPE > S H�F �39 �° .00� � 3/18/2021 �° 3.p0/ 79.43'OF 137 p 24"HDPE } DRAWN BY 1.5' �`5 20'OF @ 1.00% 2�'HDPE 420 420 435 @ �°T � 435 430 430 440 440 C. GAYNER SANIT RY • DESIGNED BY PIPE 5 -51 >2� •�4 9S OF C. SHIFFLETT /yQp • CHECKED BY 415 @ 4 Opo F 415 430 430 425 425 435 435 • C. SHIFFLETT • • SCALE � AS SHOWN � g+50 10+00 11+p0 12+p0 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 • ,� i� M r uQi M v HORIZ SCALE: 1"=50' „ N a N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' � v � v� 0 136: DI-2B 6 ft Throat VERT SCALE: 1"=5 N � N � VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 w r � � � � o � STA 10+99.42 � � o � m � � " � M TOP446.68 � v � � r� �,; co o m c� � ch v °' o � ? 122: MH-1 0 moN � � ,� M � F INVIN440.62 (143B) � � � � � c�i � � � _ N o � F p o � v Z � 126A: Cylinder � � � = a> STA 14+58.76 � a +o � � � vZ _ � INVIN437.29 (135) STA10+00.00 = � "� � � � NN � � TOP419.10 N � � a � �.`O, � O > z > INVIN438.60 (137) TOP424.10 � Q � � � N ¢ a � � INVIN411.52 123 � �,�., FO > < <n � ? - ? INVOUT437.19 (131) ( ) 0 50 � `- � � � z INVOUT417.90 (125) N �j � z z � � � z z INVOUT411.12 (103) � 460 460 440 440 � PROFILE SCALE �� � �p � o I� 6� � � N � I� O ¢ f� (V N 0 � � � I� � O � � � N � � � L N N � I o O O `-' � � L M V F �� � � 455 455 435 435 (V L "" 7 ' � v � cq � "' � rn ,n a F m F �n m F � �� �r, m ' - _ � O (D � O V L1� � C � M � � � � � LI) Q1 CO CO � p d? l� � � � � � N �p � � � N t� � N � O l n oJ � � V m M � � � V m m � M V m � OJI� lfJ V m � � V d' m � 0) V � � NCO QJ V N + � � � a M �} NH N + N V V F ' + � F M + (OH = + V V V F � � Z � z .o O M � O M � C O � M � O � � O l n � ❑ � V Z � � a O � Q a Z Z � M Q a Z � � Q a O � Q a Z Z � N F O � Z O � � ~ � Z � ~ � Z Z Z ON ~ � Z Z � F � Z � ~ � Z Z Z N (n F Z _ Z � Q � a � (nF - � (n F - - � (/J H - N (n F - N (� F - - a 450 450 430 _ 430 440 440 460 460 � � w � LLi J `° PROPOSED EXISTING � � � ` PROPOSED EXISTING O a r GRADE GRADE � Q a � GRADE GRADE PROP SED m � � T � � GRA E � o `� 445 445 425 � 425 435 435 455 � 455 � Q � o _ - - > i Y � \ � � � 1 \\ O � 3 a � � � 3.5' PROPOSED �/ � a � MIN. GRADE w � � o a � 3' MIN. � � STORM 8" WATER EXGRADE \ � O a� N 440 440 420 \IPE 201 420 430 LINE � 430 450 450 � � � a o � � \ / 24� w o � N a � - 83.86'OF ;,~ 1.0' / 15��/�Dp � � o � 135A � E � c � `0 48.27' OF � 135 � 125 o �`J"HDPE 51.9Fj'OF I 177.91' OF 123A 2.00% Q a o a 435 @ ���0% 15" 435 415 � �F � 415 425 7�0 425 445 237 445 p � . F O � 1 � 3 � 1.00% @ 0.50° 24" HDPE OF � 9 "HDPE �n @ 0.50% ��� HDPE 61.4 'p z N � EXISTING @ 1.pp° 1g"H F 1.16% o � o INSTALL STRUCTUR 126A PER 123 �/ /� @ 1. p�o O � a a GRADE SEDIMENT BASIN D TAIL WHEN 165.7g� pF o � F 430 430 410 SEDIMENT BASIN T NSITIONS INTO 410 420 420 440 440 � �o � DRY POND, MODIFY TRUCTURE PER @ 1.00° � � �3 � FINAL GRADING PLA �0 ANITARY n m o PIPE 6A-6 � > y U � �+ � Uuxi o � 425 425 405 405 415 415 435 435 � � � L d y (/J � C 3 yo 0 � o � ' ` � - D � a' � � $ � a t 9+50 10+00 11+p0 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+pp ]oB No. y o �° 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. t0 0 � VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 a" � C7.01 � � � _ L ,-����ALTH ��F��i /�:� � lr ��i �� CLINT W. ?� 2u/1SI�.I,FFLET a� : � � .� . 108: DI-26 6 ft Throat :,G Lic. N .51380 ��� �/30/2021 �<v� 110: DI-2B 6 ft Throat STA 14+23.84 � �' �� 114: DI-3B 6 ft Throat 112: DI-3B 6 ft Throat 112A: DI-36 6 ft Throat ��'�,sS rG�` 116: DISTA 10+00.00 STA 10+76.90 STA 11+60.53 STA 12+03.60 TOP 43735033 NOVIN 42$94 (109) ,�������j�����, TOP 449.79 TOP 445.91 TOP 443.87 TOP 453.35 INV IN 432.70 (111A) INV IN 425.55 (107) INV OUT 448.30 (115) INV IN 445.22 (115) INV IN 440.94 (113) INV IN 438.26 (111) INV OUT 432.60 (109) INV OUT 425.45 (119) 460 INV OUT 445.12 113 INV OUT 440.84 (111) INV OUT 434.75 (111A) 460 M � � � O � N VI N � Q O M N � � � O � O N � � M � w � � Q0 ... _ y 455 455 o N � a� N v m ~ � °��' 3 � � � � � � v `� � ooi v ¢ � � 3 2 �+ oi � ~ � � ui � F- � O `m ,-^, g � � Z � � � � Z � 100: EW-1 for 27" or 30" Pipe @ M M � � � � z N � p > > c�i F Q > > STA 11+34.82 t N ° m `� `'� N � 'J' o rn � \ � � Fzz o � � zz INVOUT409.00 (101) r L 000 � d � � N a 450 � � 450 430 430 � o � � � � � M rn z � ? � v � mo � v m � � N m N � O N x cn � ' � riF N + �ri � v v F � K ai� � � � � � � O � � � Z Z Z � (n = U 1 N z Z Z �6. ''S \ N � O Z N � O Z � � � ~ U C � O � � 4 4 5 9 0� 4 4 5 4 2 5 4 2 5 4 4 0 4 4 0 � ^� w O O �p 3' MIN PROPO ED � M � U U @4'DOjF 1� GRADE � � ti ti � �s363.3 � PROPOSE � � � � @ Npp � GRADE O O 440 So�° � 440 420 420 435 435 � a a SANITARY \� q3o�7� 8" WATER LINE PROPOSED � � � PIPE 33-32A �S"�,�'OF STUB OUT GRADE 3' MIN. > > > �op AF � � \ � � � 435 �0 1'4 � � 435 415 \ 415 430 / 430 0 � � � w N N > w O � \ \ � EXISTING � N EXGRADE�� 127 �3�� / � � � GRADE / / Q Q \ \ � 15"HDP � � EXISTING p 430 ��6� � 430 410 � 410 425 GRADE 425 U7 DATE g rOg 103 � > � ` � �S�Sy•pF 87.24'OF 101 57.56' OF � 3/18/2021 �as/YppF 3p"HDPE 4758'OF � 15" HDPE � �4 0 @ 1.50% 36' HDPE DRAWN BY @ 2.00% C� .50% C. GAYNER 425 425 405 405 420 420 1O7 • DESIGNED BY 71.00' OF 15" HDPE • C. SHIFFLETT �p 1.00% • CHECKED BY 420 420 400 400 415 415 - • C. SHIFFLETT 5 • • SCALE I I I I � AS SHOWN 415 415 395 395 410 410 � � 0 � 0 50 1� PROFILE SCALE 9+50 10+00 11+p0 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 11+50 � � � STR 116 - STR 108 STR 122 - STR 100 STR 202A - STR 204 �a � HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' J ���-' VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 � � � �I > 212: DI-36 6 ft Throat > � 216: DI-3B 6 ft Throat STA 10+g7.17 3 234: 24" Basin - Circular Grate @ ¢ � Q� N � m STA 10+16.12 TOP 441.87 � m o I o STA 10+56.94 0 -- N o N ° N ° 'n r�i � ° M¢ N TOP 442.76 � INV IN 435.20 (213) � °' � e' � N O) v L ln v L N L t�] v LI'1 Q1 v L O d TOP 449.94 � �"> " � N 222: DI-26 6 ft Throat � N � �� � � v N INV IN 438.17 (217) � � INV OUT 435.09 (211) � � °�' ,, F N cD F � CO � .�.. � w � u� � $ N N N N � � � �p � � INV IN 444.71 (235) � N N °J w ro � o STA 12+46.11 � o, o � � N o m �? � � N � � 0 222: DI-2B 6 ft Throat 222: DI-2B 6 ft Throat 214: DI-2A INV OUT 436.72 (215) �., � N � co � �, rn M `° INV OUT 444.61 (233) 232: DI-3B 6 ft Throat � `" N � v � �' � °' v TOP 445.35 m ^ r> '� v m � � � � � m `� v °? c STA 12+26.17 STA 10+00.00 220: DI-3B 6 ft Throat STA 11+14.11 r r, � 07 rCOi 210: DI-3B 6 ft Throat m � � o � 7 � p] � CON V 0] � COO 7 NN W CO V N } � � V F N � O� � O V Q � 7CD (O V N } I� � H ` D 236: 24" Basin - Circular Grate STA 11+43.81 c� � c� � u, � INV IN 440.06 223B 226: DI-3B 6 ft Throat v � v TOP 445.35 TOP 445.35 STA 10+30.71 TOP 442.43 218: 12" Basin - Circular Grate N � m m STA 11+19.21 N r> � � + � � F + � � � ( ) O + N v ~ p � v Z ? � � � v � v F + N v v ~ � � v z = _ � N O � � O Z � O 7 � O STA 10+00.00 TOP 4(8.7 j o � � ; p � F o ; 0 INV OUT 438.84 (221) S TOP 450.00 � Q a ; � N � O Z z Z °�° ¢ a > j � INV IN 440.08 (227) ) INNVNN 440.08 (22g) N�VPN 438 53 (221) INV IN 436.32 (219) S OP 443.90 � ¢ � ] � �j N�VPIN 434 45 (211) o � O z z j � o TOP 450.14 INV IN 442.87 233 0 ¢ � ¢ � INV OUT 445.71 235 INV OUT 442.77 (231) c`y'.i tn � z z N u� � z z INV OUT 447.30 225 N rp O Z Z N � O z 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 N � � z z z INV OUT 434.35 209 w - � ) � ) � ) � ) � ) � ) � ) � ) � 455 455 460 460 455 455 450 450 /� w J „ EXISTING 210 : DI-3B 6 ft Throat L�` Q � � EXISTING - `GRADE STA 1+75.12 O � O � = GRADE� �� TOP 440.43 w � _ " � � PROPOS D � � - \ � � � INV I 433.23 (209) � Q a � `> \ \ INV I 433.97 (209A) � L Y 450 / GRADE 450 455 455 450 450 445 � 445 � O C c a 3� - - - � PROPOSE \ � G MIN. GRADE i \ PROPOSED � O � � a 8" WATER 4" WATER � GRADE � Z ,"'n LINE � LINE TO FHA PROPOSED � � � / EXISTING \ 3' MIN. $ EXISTING � O ~ �' z "' � GRADE � GRADE WATER _ GRADE U Cn a � � 445 445 450 / 450 445 445 440 - - _ 440 w � � LINE � O1 235 �� � 8"WATER 8" WATER � � �/ �� 0 5694'OF 233 MIN. IN. � / LINE 217 1.2' LINE � \ L.L D � � � HDpE 86.g� 16.12' OF ��2' � � a � 1.7$% 15„H OE �, �� 3' MIN. 12" HDPE Q o � ; 440 @ 2'� � Z29 440 445 MIN. 225q / � 445 440 440 435 @ 4.50% 435 O c�7 � � �9.7�'pF 22� �7.42'OF Z � W 231 18"HDPEi 34.83'OF SANITARY 15"HDPE � ' MIN. �_ 215 213 0 � � 17.71' OF �g�, 223 30.60' OF 40.45' OF 1.3' O � a 0 15" HDPE @ 2'pO% HDPE PIPE 43-42 @ 1.13°/a 98,p�, 22� 12" HDPE Z4" HDPE � ° d 2.00% @ 2.00% 225 �s"/y��F 30.71' OF 21 y o @ 2.00°/a 211 � o �c°' F @ 29.79' OF �3.g pF � 24" HDPE 83.4p,� @ 2.00/0 32.04' OF 2098 �o F 435 435 440 15" HDPE �° _ 440 435 @ 1.00% 1' 2 4���-lppE 435 430 SANITARY 24" HDPE ��8'73'OF 430 $3 � @ 2.00% 223B IN. 2.Spo PIPE 10-9 @ 2.00% �PE = a m 0 40.95'OF / SANITARY 209 @2.Op� � y@ 55.90' F � �, � 5„HDpE SANITARY PIPE 41-9 24" HD E � � o � °�2.�0 j PI P E 42-41 �, @ 2.00° L 3 m � 430 430 435 435 430 430 425 425 O � � 3 yo 0 � o > ; � � � � � - D � a' � � $ � a t ]OB NO. y o � g+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+p0 13+p0 40919 � � � STR 236 - STR 222 STR 226 - STR 222 STR 222 - STR 214 STR 218 - STR 208 SHEET NO. t0 0 o HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' un, � � VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 C'7.02 � � � _ L 204: DI-2B 6 ft Throat � ����LTH ��� • STA 10+94.81 ��,��A ��F�i�, TOP 435.35 ��� INV IN 428.82 (207B) �� � INV IN 422.43 (205) a o 202: MH-1 , � � � 00 � a �� CLINT W. ?: INV IN 428.32 (203) o � STA 11+94.81 � rn � s � � �`^ ~� 2u lSI�.1,FFLET a INV OUT 421.93 (203A) � � TOP 420.10 r � � r � M � �, �`'� • � � co � �"> r� •A Lic. Nd`51380 �+ c�.i � rn INV IN 415.36 (203B) � N � � � � � �= 120: 36" Basin - Dome Grate 206: DI-3B 6 ft Throat co �n c.i �n 416A: DI-3B 6 ft Throat 4166: MH-1 �'F � � mo v INVOUT414.90 (201) op �"� � � v m �° o � v � G �/30/2021 <v � STA 10+00.00 STA 10+64.00 = N N 420: DI-3B 6 ft Throat m �" � c? '� � STA 11+08.81 STA 11+62.76 • .� '.` • TOP431.91 � � M � ~ + � � � + � � � • � \ � TOP 435.09 � � 200: ES-1 for 24 inch Pi e STA 10+00.00 0 � � o � � • S V • z p p � v z � � v z TOP 458.06 TOP 456.80 �� S/ �,C� �� INV IN 424.53 119 INV IN 423.15 205A � ¢ a � STA 12+10.64 TOP 458.56 a - O a _ O ��� U,1�1, �� � � � � o r O > > cO ¢ O > > `O F O > > INV IN 451.01 (417A) INV IN 450.37 (417B) ���������� INV OUT 424.43 (205A) INV OUT 423.05 (205) c.i tn r ? ? INV OUT 413.95 (201) INV OUT 452.30 (419) � � F z z � � F z z INV OUT 450.91 (417B) INV OUT 446.38 (415) 440 440 470 470 302: DI-3C 6 ft Throat o 0 m m M STA 10+00.00 300: ES-1 for 15 inch Pipe N N L �^ N o m �n cn N TOP 432.80 STA 10+09.50 � � N o r o � � INV OUT 430.91 301 � � � v � � v�„� �.� INVOUT431.01 (301) � ) � � � o� � a? w a N m c� � 435 435 445 445 465 465 w °1 y, 208: DI-26 6 ft ThrOat �p r N � o N co °? � m � M N � W N 3 STA10+00.00 �' a�i � � � � m6� M � NN � + cov F N + ui vv F 8"WATER / ~ � °: 3 o r� � r� � \ EXISTING a 'i o 3 TOP 437.68 � a z Z � p � � Z z z 0 LINE � GRADE � LL L � INVIN430.96 (209B) � ¢ a > � ¢ a - » � ,,, LM INV OUT 430.79 /207 � ~ � Z z z � ~ O Z z z Z / SANITARY PROPOSED d � � � z \ � N f/J F - _ _ N (n F _ w H -Vi O PIPE 7-6B 445 445 430 430 440 440 460 � � GRADE 460 d > o N H - � � W c.i � a � � I z ~ � x U 8" WATER � � � u;� p � � � PROPOSED PROPOSED LINE 8" WATER � U � � z � � 440 440 425 425 435 GRADE 435 455 \ 455 � � GRADE L'IialE = Q � � � � o � � � EXISTING \ 1' � 410: MH-1 �, ^' w O O � EXISTING � v U U GRADE PROPOSED c[ GRADE Z�SA � GRADE � STA 12+10.37 a � � � 64.00'pF 205 TOP 448.38 o w z z 18"1-IppE 30.g2� � 3 �27 OF 417q � INV IN 439.82 (411) � ~ U U 435 � 435 420 @ 2'p�0 18��NDp F 2p3 420 430 430 450 �, T 3 ��B � 450 I N V O U T 4 3 97 2 (4 0 9) � � 3' MIN. �2.00/ 2q• 2�OF 301 � $� F ui W W \ NpP , @ 1.00% MIN. 15��Hp E 53.95'O F 3' MIN. � a a � @ g F 9.50' OF 15" HDPE _ � � � ��% 2 � 15" HDPE SANITARY @ �'�� ° @ 1.00% � � � 269Sj'�e EXISTING @ 1.00% PIPE 34-33A � W W 430 O 430 415 4 yO �F 415 425 GRADE 425 445 417 445 � � � x 207 Opo 43.16' OF 4) �S � 24"74 OF 207g � � MIN. 15" HDPE 7g„ 62'pF � N N HDPE 58.09'OF @ 1.00% @ SyOp� w � o 0 2.00% 24'�HDPE 201 '��i = ¢ � o @ 2.00/ STORM PIPE 123 15.83' OF � a � � ^ 425 425 410 _ 24" HDPE 410 420 420 440 440 0 �Q 6.00°/a V7 DATE > I � 3/18/2021 0 } DRAWN BY 420 420 405 405 415 415 435 435 C. GAYNER • DESIGNED BY • C. SHIFFLETT • CHECKED BY g+50 10+00 11+00 12+p0 9+50 10+p0 11+00 12+00 13+00 9+50 10+00 11+00 9+50 10+00 11+00 12+00 12+50 • C. SHIFFLETT STR 208 - STR 204 STR 120 - STR 200 STR 302 - STR 300 STR 420 - STR 410 5 � • SCALE 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 � AS SHOWN � � 0 � 0 50 1� � PROFILE SCALE `� w 406: 24" Basin - Circular Grate C� STA 13+04.75 402: MH-1 @ ( n o STA 13+14.80 � Q 402: MH-1 � TOP 436.91 TOP 437.62 404B: 18" Basin -Solid Top � m o STA 11+34.18 a a M a � �� o� INV IN 432.47 (407) �� INV OUT 432.37 (405) ( ) STA 10+79.74 INV IN 431.31 403A U o � TOP 437.62 > v �n v v c.i TOP 438.40 c � o � ; ,� � rn � INV IN 432.07 (405) y �,.� u� INV IN 431.31 (403A) N � v � o� � N r� 408: 24" Basin -Circular Grate ( � INV IN 431.84 403 m � � � M - � o �,.� o r� o ro a' INV OUT 431.21 401 � � � INV IN 432.07 (405) � com � � � MM � � � INVOUT431.74 403B � cy � v 414: DI-3B 6 ft Throat � + ,ri � � F � °' � a M F STA 11+31.86 404: 18" Basin - Circular Grate � � � � � � F INV OUT 431.21 (401) �� � STA 10+00.00 0 � v ? z � � � v Z Z � TOP 445.65 STA 10+00.00 `� � v Z � 400: ES-1 for 18 inch Pipe ^ � \ „ TOP 446.24 c:i ¢ a > > � o Q a > > � INV IN 438.95 (409) TOP 436.45 v a a > > STA 11+73.08 0 o m o o m � � / _ FOZ � � O o � 0 rn �n o � � co � rn� � 3 INV OUT 441.79 (413) v c� F - ? z � � F z z z INV OUT 438.52 (407) INV OUT 432.24 (403) v u� F ? ? INV OUT 430.91 (401) � o � L o � = co o -- ' ay, 455 455 450 450 w � � o � � � � o cy � M o� � � 0 cp (D V c0 [O V � cp Ori op� Nro cp7 � 7 6) � n C) N � � � �p � � W V � N V �p � (O � O V � c M + W � F M + (O � F � + r � N + � V V H m EXISTING 510: ES-1 for 24 inch Pipe o � � Z � o � � Z � 504: ES-1 for 24 inch Pipe o � � � p � v z z 0 � � \ f GRADE STA 10+06.08 0� Q a > > �p ¢ d - STA 11+32.03 0 ¢ d ¢ d � � N EXISTING �� INV IN 483.83 (509) � �% � � Z � � � z z INV OUT 479.00 (505) � �j � z � � � z z z � 450 GRADE 450 445 445 495 495 500 500 � Q (/� a � � w � \ � w J � / � \ \� EXISTING Q � `° � � � O � � 445 � 445 440 PROPOSED 440 490 EXISTING 490 495 GRADE 495 w � � ,� GRADE GRADE � � m a � Y � \ � PROPOSED 12" ATER PROPOSED � � � � C 3 ,, 0 \ GRADE LINE GRADE � � O c =_ ' � � PROPOSED � � CENTURY �/ � a a q� � GRADE 3' � � LINK LINE w � O D � � 440 6g 3 _ � _ 440 435 MIN. _ 435 485 TOP=482.88 485 490 490 Q � ac� � � � �OF 1 � 1' \ $" WATER � � a o � 15"HDPE 56.58'OF 409 3' MIN.� \ MIN.� LINE w o � � 2.00 j 15^HDPE 3 .46'OF � 4 509 3� � F o ° OI' \ 19 C� MIN. � � � � @2.00/ @'F/ E I � 245R8, 403 4.3' � �' � 79.74' OF 403A 401 430 480 @ 00% 480 485 485 Q a o � 435 � 435 430 26.75' OF � 15" HDPE 38.g2� pF o � o - a � 2gg�0 @ 0.50% 15" HDPE�g��HDP 507 O � � 3 "{y�p F 403B I �q 0.70% oE 51.80'OF U' '� vi @3S oF 27.69' OF @0.77/0 24"RCP z N W �° 15" HDPE @ 1.00° 505 O � �; 'i 0.500�0 �0 54.57' OF 6p g a ° 430 405 430 425 @ 425 475 24" HDPE 475 480 62.q3,1 F 480 � L � I 15" HDPE CENTURY @ 1.00% 24^HpPE � �,o � @ 3.00% LINK LINE @ 2 0�� g 3 � TOP=479.52 � � m O > 'y r N @ U � �+ v 425 425 420 420 470 470 475 475 � � o � � � � L d y (/J � C 3 yo � � o � � ' � � � m �i D � 0 9+50 10+00 11+00 12+00 13+p0 13+50 9+50 10+00 11+00 12+00 9+50 10+00 11+00 12+00 9+50 10+00 11+00 � a � STR 414 - STR 402 STR 404 - STR 400 STR 510 - STR 504 STR 600 - STR 168 '°B "° � � m HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' HORIZSCALE: 1"=50� 40919 � �, m VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 � g ? SHEET NO. a o � C7.03 � ° _ � � � L ,-����ALTH ��F��i /�:� � lr ��i �� CLINT W. ?: . � M �u�lSI�.1,FFLET a� Lic. N o � F � � m M `� L �M m �A� ��51380 ��+ � �n w o � m �° � m � �`r' � i rJ �/30/2021 �<V� wo 'n co � o� °? � � co � °' � � u� `� O? %� G\`� m � vv m + � vv � � � NNv moo � � � �����U.1A1. �'���� m o � j p � � Z Z � � +o � � F ' � co v � F � Q �����1��• `° � m m � � v0 v ¢ � » > � � Z � � � v ? z � o 0 s � L � M � � adp > `r' cp � ZZZ � FO » m ¢ a > » F -- � " r � v -- � v� F ? � cn � z z � � � ? z z � rn v w. �� r� � 2086: DI-26 6 ft Throat �, � co w -- cy 475 475 � � � CO o ri � � m � c� m � m � STA 10+35.52 � o °�° ocov mm � � ri v `�' � � F TOP436.82 �" c oo � � � o � � � � � � vp INVIN430.08 (207) > � ¢ � a � m � � Z Z � EXISTING o F � > INV IN 430.08 (207A) w v� v � O Z � � O z z z \ i � � GRADE N �n F Z INV OUT 429.98 (2078) � � � 3 455 455 470 \ 470 445 445 a LL � 3 PROPOSED o o � � EXISTING GRADE � w L M GRADE g��WATER � j o � O PROPOSED LINE 1.5' � c.i � a GRADE MIN. z � °� � � 450 450 465 465 440 440 � p N x Q � � 3' MIN. EXISTING � � �;� "' GRADE � _ � N z Z Z 3' MIN 37.80'10F �S3C \ � � Q `„�° � W W � � � � 15" HDPE 57'�6'OF � N > � � 445 �� 445 460 @ 2�00% Z4�s��'E 753 460 435 _ 435 � � � O O 0j 2 F PROPOSED m � ti ti 8" WATER 25pPE GRADE � ~ O O 143q LINE U U 2.70' OF � 5"HDPE 8" WATER � � LINE � a a 440 1.0 � 440 455 455 430 Zp� 430 o p p A = 5'S2'OF c� � °HDPE o � � 2.00 0 � _ � � 435 435 450 450 425 425 � w o 0 � H � � � a � � ^ z O U7 DATE 430 430 445 445 420 420 > � 3/18/2021 0 } DRAWN BY C. GAYNER • DESIGNED BY 9+5STR 144A - STR 144B +�� 9+50 10+0�STR 156 - STR�154B 12+00 9 SSTR 208A - STR 2pgB +�� �� C. SHIFFLETT HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50� CHECKED BY VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 • C. SHIFFLETT 5 • • SCALE � AS SHOWN � � � t0 ¢ 0 � ° r s "� r 0 50 1� L � ~ r � PROFILE SCALE ~ � � ' M 170A: MH-1 � w � CO � � m o � `�m STA 11+25.46 °r�° pa�i � " °' � � F TOP489.88 L N L N L � c� ¢ � � aa � NQa � �j INVIN483.00 (169A) � a � � � � � � v� � � oi � ? � u~i � ? ? INV OUT 482.90 (169) ? � o N 210B: DI-3B 6 ft Throat � o �! 224B: DI-26 6 ft Throat � o N N ,n � rn 500 500 � - m � v r�i STA 10+32.00 m � c� c STA 10+29.79 m � rn v � r� � °? v (h � M V M � M V (`7 � O� V � O� � V ' TOP 440.43 � TOP 446.84 � � � � � p o v � p o v � p o v � � o v � v � �� ' � INV IN 433.23 (209) � INV IN 442.37 (223) v p � v ? Z � y o F � �j INV IN 433.97 (209A) N ¢ � �j INV IN 440.98 (223A) N a O � N F O z � � EXISTING L c:i v� F ? INV OUT 433.13 (209B) c.i v~i F ? INV OUT 440.88 (2238) � v) F z � � F — z z � � � GRADE 3 450 450 455 455 455 455 495 , � 495 � o / � � 1 n � � PROPOSE PROPOSED Z � 445 445 450 450 450 GRADE 450 490 GRADE 49� w Q � a EXISTING EXISTING EXISTING � > w = GRADE GRADE � GRADE 3� 12" WATER LLi J y \ PROPOSED SANITARY \ MIN. LINE � � � � GRADE 3' MIN. IPE 33A-33 O � O � � 440 440 445 PROPOSED 445 445 445 485 . 485 w � � ;. GR,4DE 3' MIN. � � 3' MIN. MIN. m o � 8" WATER �� 8" WATER 1.5' 171 w � a L Y LINE LINE 90 �$' OF 71q \ p � � '' 15"HDPE 35. 8' OF � } � a a � �� � 411q @ 1.00% 15"HDP � � o a 435 435 440 440 440 �47.12� � 440 480 0 480 Q Z Q g � `� 1.7' „H75 DP' � ��n � E o A �2.0 0o O � � z � 2 00'OF SANITARY �/ w U o � � � 5" HDPE PIPE 42-41 223A � �w 0 1.00% 29.79' OF � o � 430 430 435 � 435 435 435 475 475 � " � �—a° @ 1.00% Q � � O � � m � � a � 3 vi z y J O O d � a 0 425 425 430 430 430 430 470 470 � ^ � \ � � a 5 0 � � �o J O.« � a '3 � nm a� c O � > 'y U � �+ � U � uxi o � 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 L 3 ; STR 210A - STR 210B STR 224A - STR 224B STR 412A - STR 412 STR 172 - STR 170A � y � o HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' � � � a VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 VERTSCALE: 1"=5 � � a m D m � — � a� � � $ t0 a � t ]OB NO. y o 0 � U � �, 40919 � �, m � o ? SHEET NO. a o � C7.04 � � _ � � � L DROP MANHOLE -,����ALTH �����`, DROP MANHOLE �� STA 13+57.20 - 13 STA 11+69.03 12 STA 12+66.37 TOP 453.89 STA 16+08.56 10 ��'� '�Cs� STA 10+00.00 TOP 459.03 TOP 456.09 INV IN 445.72 (12-11) TOP 446.28 �� C L 1 N T W. �� 14 TOP 464.27 INV IN 454.39 (14-13) INV IN 448.65 (13-12) INV IN 438.94 (51-11) INV IN 436.32 (11-10) •O �-. 2u lSI�.1,FFLET a� INV OUT 459.46 (14-13) INV OUT 451.57 (13-12) INV OUT 448.45 (12-11) INV OUT 438.83 (11-10) INV OUT 436.12 (10-9) � � ��� � 470 470 iA Lic. N 51380 �� �� �/30/2021 �<v�� Z�'"�,s �,r�: ,,���'•�::;�:..•. 465 \ 465 \ � EXISTING o 0 � GRADE N N \ ¢ o > � 460 � 460 u, °1 � � \ � � \ � .c�. °: 3 \ / \ Q LL o 3 � LL i n � / � W � t0 .-I � \ / � � \ w J U m O 455 � 455 d > o N H S ORM � w � M a PIPE501� 0 / � z � � X v \ 1JI � \ � � �� Q � � � � V i \ � a � � � � , '2 � 1.5' � PROPOSED = � o � p � � 450 �� GRADE 450 � ¢ 34' � � v � U U 8" OF r� �ctil�lr � � ti ti 3��% �n 72 � � H > > �� \ O O 445 8°D 84 �F � 445 �ro @ .��° n STO M \� � � O O PIPE 1 9 \ � � � � j j � W W 440 440 � � � � � 1' o �, � _� \ MIN. i > w o � 11-10 = ¢ � o 251.36' OF � � 435 a � \ M � � $"Ductile Ira 435 z @ 1.00°/a � U7 DATE > � 3/18/2021 J M J M J M N J J CO J CO O DRAWN BY 430 Q � Qv Qco r� Q , Q � Qin 430 WNWv W � � W w � Wa C. GAYNER Q `n Q `n Q `n `n Q Q `n Q c° J � J � J � � J J � J � • DESIGNED BY � � � � � � � � � � � � • C. SHIFFLETT 425 � � � � (n (n 425 • CHECKED BY C. SHIFFLETT • • SCALE � AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 • STR 14 - STR 10 � HORIZSCALE: 1"=50' • � VERT SCALE: 1"=5 � V o c � d J ' � STA 10+66.24 J - STA 10+00.00 51 �� TOP 453.89 STA 11+g4.49 53 52 STA 12+64.38 �� � TOP 453.84 INV IN 445.72 (12-11) STA 10+00.00 TOP 489.57 TOP 485.05 0 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) 3 460 460 500 500 � o e � / � a PROPOSED / c GRADE / � EXISTING Z � N 455 GRADE 455 495 _ 495 � � a Q o - - - � EXISTING � > W = � � GRADE ^ LLj J L 8"WATER PROPOSED L•` � � D LINE � � GRADE a r 450 450 490 8"WATER qgp O � O n `= LINE J m � `- � 3.5' MIN. \ � Q � o 8" WATER > L Y 1.5' � LINE \ 0 � 3 a MIN. � / � � a o � a 445 I 445 485 �� \ 485 � z J D ° �, 3 Q � �� � 184.4 \ 2.3' O � z o $„pV�F 2� 8"WATER U � a � � LINE W � O1 P PEO 43 @2.00% � TF � �.5' � o � 440 440 480 ) s3 � MIN. 480 � " Q d o � a 51-11 I BpVOF � a`� � 66.24'OF STORM �' O � C7 3 PIPE 167 ��o z N �; $"�uctile Iron � @ 1.0�% I � c, 0 435 435 475 475 O � � � \ � � a 5 0 � � �o J O.« � a '3 � nm a� c O > 'y 0 430 430 470 470 x � U u� o d � £ 2 L d y (/J � C 3 5 � � ❑ � o '> j c d � m � o m �� 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 13+00 13+50 - � � 3 STR 51 - STR 11 STR 54 - STR 52 �og No. � o v� HORIZSCALE: 1"=50' HORIZSCALE: 1"=50' O 0 50 40919 � �, O1 VERT SCALE: 1"=5 VERT SCALE: 1"=5 PROFILE SCALE �, o � C U ? SHEET NO. a o � C7.05 � ° _ � � � L ,-����ALTH ��F��i /�:� � lr ��i �� CLINT W. ?� 2u/1SI�.I,FFLET a� : � � .� . �� Lic. N .51380 �� �/30/2021 �<v�� :�G�,.�s G`,, MANHOLE ,,���'•�::;�:..•. $ 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 N � MANHOLE STA 11+46.06 MANHOLE STA 15+86.96 MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE EXISTING MANHOLE Q o STA 10+00.00 9 TOP 442.30 STA 13+Zg.62 TOP 430.63 6 STA 16+39.47 STA 18+91.38 STA 19+7g.11 STA 20+g1.00 STA 21+79.99 STA 22+14.99 > E 10 TOP 446.28 INV IN 434.30 (41-9) � 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 EX. TOP 407.18 w °1 � 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 3 455 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) INV OUT 400.33 (1-EX.1) INV O 5T 397.23 (EX-1 B) Q LL y 3 0 0 w0 f`oti 60" INT. DROP MAN OLE Q � � � z STA 15+23.94 6A � ,.J� o � � TOP 432.94 d � o N a INV IN 424.31 (6B-6A) z � y, ,.�, � 450 INV OUT 421.40 (6A-6) 450 � � � Q w MANHOLE � a � v � ti ti STA 14+55.00 6B = u Q � O � � TOP 434.78 � INV I 425.37 (7-6B) g ,°'„ > � � �, w O O 445 ' � _ _ � INV OUT 25.17 (6B-6A) 445 a v � � � � - � - o w Z Z \ �o H � � O O / \ U U / W TER SERVICE LINE, � � / � D PTH APPROXIMATE � ? a a 440 _ 440 0 � � 8" WATER � j j 8" WATER � LINE PROPO ED o W W LINE GRADE � � � STORM � 435 1 MIN. PIPE 213 3.5' MIN. \ 435 > `~" N � w w � N 1 9 I \ \ _ _ U � � M \ 146.06'OF STORM \ z � � 8"pVC PIPE 209B � � 8„ ATER 0 @Z.00% 8 \ STORM LIN � cn DATE 430 � 3/18/2021 430 �3�'3 �OF �'� �PIPE203 $�EATER J O J N J f� J � C � Q O Q V Q Ln � � CC�2. o � O DRAWNBY � O � M � M ] � � � + � + H + 52.2 'OF \ � � � - - - - - - - - � EXISTING Q � Q � Q � Q � $��Duc 'le Iron �_g � � I � � � \ GRADE C. GAYNER • DESIGNED BY 425 � Q � ¢ � Q � H @ � �% 126 3g� F ST RM � 425 C. SHIFFLETT � � � � � � � Q NQ Q � Q � Q � Q � „PV - 6B-6A PI E 107 \ � � • Cn (n Cn � � NQ' � pp a' � a' Cp a' � @Z.2S o 68.94'O) \ • CHECKED BY � + � � + � + � + � + $���uctile Iron \ Q �Q Q � Q � Q � Q � @ 1.25% � � 420 � H� � Q � ¢ � ¢ � ¢ STO M \� \ � � 420 • C. SHIFFLETT � � � �J N J V J N J J � J CO PIPE O3A E � • • � (n Cn (n (n (n Q CO Q CO Q V Q Q (V Q CO 3.OZ'�F �� \ SCALE c� c� c� cn c� � co � ai � c�i � w � � oo � rn 8„P�� E 5 � � AS SHOWN � N � � � + � � + Q �n � � �3.p�� 5 .51'OF � � • J � a � a r J � V W c�o J � o n PV�' -� � � � Q � Q � Q � � H Q � � Q 1.50% 5-4 \ 415 � 415 2S�_����F Q � Q O tn � (n � (n � (n � � Q (n � $��PVC �_ � � � o � co c� c� cn c� � � � cn @ 1.50% 4-3 � � + � + � $6.73'OF \ \ � � � Q � $"PVC \ \ 410 � Q � Q @1.50% 410 � � (n � Cn � QO Q N 71232 � � a' u� cn W + W o a•�,oV'o � J y J M Q � @s000 � � J � � 405 � a � Q � � 405 �� ��', � � � o � � � 3 m � 88 y2� � o B��A`9�� e' V I n 400 @6�Oo 400 � � 3s�F I � � o 8b O�� a�i � AL � � Q � a 395 829� 395 � w J c � L J � " � I O � O n �. Jmao � � Y 390 390 � 3 ,, � O � C � � � � a � w z J � a ' � o � o � � 0 = � � o �Z o U � a � N p � O1 g+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 �/ �� � STR 10 - EX 1 `••� � _ � o HORIZ SCALE: 1"=50' Q a � � U a VERTSCALE: 1"=5 � a � m � � a � 3 vi z y J O O d � a � � d � \ � d a 5 0 � � �o J O.« � a '3 � nm a� c O > 'y r N @ U � �+ c U uxi o d � £ 2 L d y (/J � C 3 5 � � ❑ � o '> j c d � m a � o m � - c �I � `o $ t0 a � t O ]OB NO. y o 0 � U � o eo 40919 � �, � PROFILE SCALE � rn � o ? SHEET NO. a o � C7.06 � ° _ � � � L ,-����ALTH ��F��i /�:� � lr ��i �� CLINT W. ?� 2u/1SI�.I,FFLET a� : � � .� . �� Lic. N .51380 �� �/30/2021 �<v�� :�G�,.�s G`,, ,,���'•�::;�:..•. M � O � � U N N N � � � W � � � i a LL O 3 � LL i n W � tp �y Q j U m Z w J -vi O N d � O N a 60" INT. DROP MANHOLE MANHOLE z � a� � U STA 15+91.48 � p N x � STA 12+73.04 31 TOP 435.01 a � � w 33 TOP 448.89 INV IN 430.27 (32-31) o ¢ � � � � � � � INV OUT 430.07 (31-6) _ � > �„°, O W W INV IN 444.44 33A-33 � = a, ^' Z Z INV OUT 441.84 (33-32A) 60" INT. DROP MANHOLE � ¢ �,; in � � MANHOLE MANHOLE MANHOLE STA 16+64.05 � � � O O MANHOLE STA 11+g0.23 STA 13+33.40 STA 15+06.26 6 TOP 430.63 a a � U U 33A 32A 32 a � > > STA 10+00.00 34 TOP 454.17 TOP 447.45 TOP 439.12 INV IN 426.44 (31-6) � J � � TOP 462.18 INV IN 448.35 (34-33A) INV IN 440.63 (33-32A) INV IN 431.79 (32A-32) INV IN 419.51 (6A-6) I N V O U T 4 5 1465�3 4-3 3 A) INV OUT 448.15 (33A-33) INV OUT 440.33 (32A-32) INV OUT 431.59 (32-31 INV OUT 419.31 (6-5165 � ~ U U 4 � � � a a � O O o ww - - - - � ` EXISTING � ) ) ti ti _ � � 0 460 � RADE 460 MANHOLE _ MANHOLE MANHOLE 9 STA 11+46.06 0 � � � MANHOLE 42 STA 11+30.23 STA 13+53.72 41 TOP 442.30 w N o \ STA 10+00.00 TOP 452.76 TOP 444.56 INV IN 434.30 (41-9) w � � ni � 43 TOP 457.84 INV IN 445.01 (43-42) INV IN 435.65 (42-41) INV IN 433.20 (10-9) � o � M \ INV OUT 451.52 (43-42) INV OUT 444.59 (42-41) INV OUT 435.45 (41-9) INV OUT 433.08 (9-8) a � � 455 8" WATER LINE � _ 455 460 460 zo STORM � PIPE 417 \ � > U7 DATE � PR POSED � 3/18/2021 1' MIN. 1" WATER ERVICE LINE, O � GR DE DEPTH AP ROXIMATE, } DRAWN BY 450 �� � 450 455 455 -33A 8"WATER C. GAYNER 18p 3.5' MIN. 8,�pVCO � LINE \ EXISTING 3.5' MIN. GRADE • DESIGNED BY � 2p0% 3q � � - _ � � • C. SHIFFLETT 445 9, 87'33 � STORM 445 450 \ / / \ � 450 • CHECKED BY � � � � JN � rn � � PIPE113 Q � Qv, Qco Q � Q �? @40a � 93 PIPE225 � � W � W � W � W � W � �o MIN. 1.5'� �3p2 `42 � / � : • C. SHIFFLETT � o � o � p � � H � MIN. 1' MIN. PROPOSED @B��AVC F 1,� � � SCALE � � Q � Q � ¢ � ¢ � S ORM 33 GRADE S�0 o MIN. \ 440 � H � H � Q � ¢ � � PIPE 11A 60 32 440 445 \ \ / � \ 445 � AS SHOWN c� cn cn � c� � c� g„�uctile I on \ - STDRM • � � � � � Q � J � Q � @ 2��� � 8"WATER i PIPE 223A ST RM � � co Q � � � � � LINE � PIP 221 ^ � W � � � Q � W � � ST�uRM � 435 Q r H + w N Q � � 1.5' � \ \ 435 440 PI�E 219 440 � Q J � Q � �. Q CO J O J N J lj 3 MIN. \ J V J N � J M J M � w � Q � � a? Q v, Q Q m ?86, 2 / Q cy Q cfl C° Q c� Q r� � � � � � � (� � o W MW � W c�o \ 8„A� �F / w � w � O W ow � �� i � o (n � � � cn ln + H + H + H + �q9 C \ � + � + + � + � + MIN. �� � � � � Q � Q M Q r \ 4 0 �� \ Q � Q � � Q � Q � MI . � a' Cn J J � J � J J � J � J Q2 � 430 Q � Q � � � Q 32-31 430 435 � Q � Q H � Q � Q �23.4 4j 435 J > � � � J J r J M/ ' OF � � � � J ln J � J O J CO J N J � ��/� 4,1_ � � � � � °° 8„P ti � � � � � �� o � co � o � v � � �Oa 45'9F � � a aop ap� v� Q �Q a � a � Q Q �4 � �s. J � Q �Q W � \ � �'W j @1.55/ 37. N �+ + + � �2 6 u1 a'W + w + W + w c�o u1 + 8��FVC ~ o � �� 'H H H S � H H H � H @ 1.50% > � WOW Q � Q � Q � 8�- ��OF Q �Q � Q � QN Q � Q � � t � J J J � p� J J J J � J J 3 425 Q �Q � ¢ � ¢ � ¢ `S�Oo 425 430 � a� H � Q � ¢ � Q � ¢ 430 � y � QQ. � J JN JLnJM � � � � � � (n (n (n Q .Q 1� Q � Q N (n (n (� fn fn (n � � �� � � � � � � � � � �i � � � � � � I � � u�i c�n � � � � + � � � � � � 0 Q Q � Q � Q � � J J J J � N 420 � � ¢ � Q � a 420 425 425 ' C� (� (� � Q � a� a Cn (n (n (n � w -` w J � � J y � � c r � 415 415 w � � � g+50 10+00 11+00 12+00 13+00 14+00 15+00 � m a '`o Y , STR 43 - STR 9 3 � Q o � � � � a HORIZ SCALE: 1"=50' > �} � o a a 410 410 VERT SCALE: 1"=5 � � z J D � � Q � � � O � �' z o U � a � N p 01 C � N � TF � � o � o D � c N o g+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 Q � � � STR 34 - STR 6 � 3 3 O W HORIZ SCALE: 1"=50' o `� � VERTSCALE: 1"=5 O � a � ° \ � a� a 5 0 � � �o � 5 a� � a '3 � = n m a� c O > 'y r N @ U � �+ c U uxi o d � r 3 vJ O O �' C � 0 50 N o o PROFILE SCALE , ^ � � > V / � � m � � a m D m � - � a� � � $ t0 a � t ]OB NO. y o 0 � U � �, 40919 � �, m � o ? SHEET NO. a o � C7.07 � � _ � � � L � S:\103\40919-Southwood Redev\DWG\Sheet\CD\C8.0-ROAD PROFILES.dwg� Plotted on 7/29/2021 1:57 PM �by Kevin Flynn < � Z '� fll � � � � o < � mX D y A � I � � � � OpZZ � zZmG� + I � A A A A A (T (n �I 0o do c0 <O O O (T O V1 O V1 O (T I / \ / _ _ \ / 0 1125° BEND - � _ / - - - - � � 0 10+00.00 i � � f— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J � 12"X6" TEE, "GV, & FHA I 10+53. 8 / I � � � � � � � � � o � 0 � I � I I I I n � � I I = I T N /� � I I � N � � � �� � � � �I � � D �n �I O , � � z C p = N L� A �7 — � � I / I � � I yy � A �' / � � � r ^� / \ � \ \ � � � � m � T � Z O \ � � � � \ � � � � � � � � � � � � � � � \ � �� � � N Rl � � , � ` � � � � � � � � � � �� � � ii ii � w \� ` � � � > � � ` � � � ' � ' � ' i i i c" o �o J � � '� �, i � /� i � �� � � � % / � �� � i i � i i � � � i � � � / , � - C � � , , %, % , , , , , ," � , ;; - -, � _ _ - , � ,'i ,' , � , i , ' , � � - - � � - ' . - D l — — — — � - - ' �� i , - ; , - � -;, _ ; , � - - , , � , , , , � - � � � - - _ _ _ - _ ' - ' - ' /� � �ii-i � i i � � = ' / = � — � / / / � / r' — � � , / � / - - - _ � � � � � � �-_i /� �_= -_ I- _ _ -_ -_- / / - i i � / _� � \ � ' �/�^ I � - - _ _ - _ , - - , J , „ �� �, � m _ — � —;__= T� �-- =, - � - -_ - - - _ —� _ - _ - , , i � � � .E - � � - � -- / ''_ �i J � � - � = r � D / �� ��, � �y �� ' �/ '` 13+00 12+50 12+Ob 11+5p Z n m � 12' GATE VALVE � , � / i � 13+50 11+pp 10+50 10+00� — m � D � � S A 13+81.41 . / / i -� o i ? � r � � 1 I � � G> m 1 AN CAL �� � � � � ` ' � � � � \ OLD LYNCHBURG ROAD � \ a � $ � � � H o STA OR�170NTAL BEND � ME INT _-,--- - � - ; , o � I I i 9a� \ i -- - 1-- L"'{' _ - E,� � �I�s\ (RTE. 631) � � � I � ` � � - ; \ _ — - - — — � _ � — _'� _�_ - - � � p r / ..\\_ .. ` .\\ � � - --- - \ � � . /�- � t � \ \ � a' m��� ��t$ .� = s � I I . , r , � � � . /� ' Q" � //'%//�%/��%/, \ � --- '� � ' � \ � � ' - - - m � � � � / �/i./�///�/ �/ . /� / / _ \_- - � _ _ _=, , \ � \ � - - - \ � m O / ` � � \ _ , , , � � ` � _ o OLD LYNCH URG RD � —_ ��` — _ _ — , , � � - � � � EXIST. EOP !— — � MATCHLI E -� — ' _ _ - - - _ _ � ` - �\)� / / \ _ _ - -_- - - - � — A i / l i ' — — — — _ _ � l � � / � _ _ _ ' _ _ _ _ _ � \ � . . � � � ` GP 7 - � � � — - � - _ I/ � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � STA. 10+ O.00�HICKORYSTREETPROFLE ^'`^'Q'�4'� 0� � 0 4$5>�i f _ � �� ' I / i � � y� � _ - _ - - - -_ —____- 22.5° HORIZ. BEND �- - ---- _ \ �gaq o �6'� _ � � � GP i � - - , ,�_ � � �� �/ % � ______-__ _-___- � ST 15+14.15 U �06'� _� _ - - � ' /� � ' / � / / � / � � / i�� / / � � - - — — — — ? ' 22 5° HORIZ. BEN i � , - �� AS � � , - - � � � ' � G� ' � - - - STA 15+39.02 �HP� � ASa � � i � _ � i � � � � � � I I I / � � ,- , � � � � / % / bF0 � � � � / � � / / / � � � � � � � � � l / � � � � � �' D O � � i � � cn � �� / UFp � /� / � / � � I � � m O � / � � / � o co�p -� � / � � Oy I� �/ �/ .� �/ I � � � � � � O c�o c�0 0 0 i i � / .`-- -pyp— - .. � \ ` � � cn / + o cn o cn o cn � i i •-- ---------------�-� \ o i i � ..: ��i -__ � i , O - . , / ______________y- � i i / � . � / O , , ___/ FD , / - , � � � � � \ � / � �'�. . .P i i � / � � i � � ' �' � � � � � � � �NP� _ UFO ` � + ' ' - ' �� � � / � � � _ � ��_ i , � ' - o - / � � c0 � / � � i --------- ' � ' N � � i � � i / � � / / i / � i � -.;._ � \ � / r ,c� � � � / i i i i - -_/ I / � i ' / � � � / i i i / � -�._- ... p. � o i � �d � i � / � . . O / � i / � i � � � � i � i � / � i / � � � �/ - - � / / /ti � / � / / / / �/ + � W � / / / � / / / I 1 � � S( V / � (� p � � � /� � i \ \ /�s � 1 � � � \ AIYA \ \ \ ` / � / I \\ � � � \ � � Z � � � I I \ \ � � � � \ \ � ` � / �� \ � I \ \ � � � / N�7 � \ � � � 7 OY \ � I � � � � � � � I � � � �y � ` - - � � - _ _ - - - _ _ _ _ _ _ � � mm `� `� � ' � _ - - - - � � � c+o y � _ - _ - _ � � `s `�9 � - - - � � m �w � m \ � �o. ? - � - - - - � , � � � cn o cn o cn F � iv� \ pi9 � 9� � � ` ' - - _ - - - - - _ � (n yp \ O � � � - - - _ - _ � - � ' / � m O o ) � o� � _ _ _ _ - - - - _ � 0 �7 � �, � � � `� � � - - - - - - - - - - - - _ � � � 4ss.o " � VISTA = 10 00.00 ; ,o / �'/ % \\ \\ � ` — — — _ _ — _ - - - ' _ _ 0 488.00 � VI ELEV = 4 8.00 A � - - 22.5° HORIZ. BEND w �� � , _ _ _ _ , - - - - � _ _ - � � � �-- � � � STA10+18.07 ,� � - _ , - z - � � � � � , - - - - � ` � � � � � � � 491.3 � 22.5° HORIZ. 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� ii m ° m mo � r"'„ S A14+21.19 �'� AN W c�1i � Z � / �I II i,- � � m 470.5 m � � � � � � m m u� 473.35 � � A � : iiT i i , ; Z � o � � � T ,; �r � / X \ � o z � mo � � i '� � z � o _ � \ � + 471.9 o _ L _ _ 0 470.85 � �I� A �� ' o 0 _ � o - � � , BV/CS = 1 +21.07 � Z �, � B CE = 4 9.80 � i �v� A � � D v I r I D - � � 472.0 � I O � � i ,�,� � � � 468.41 m o � � � � � � + w � � G � � � � � � 3� - - - � D � � , � D - G p O � � � O Z - / � � m � Z Z - ���� � A �� m � � � � 470.3 / � o� n, � ,D, m � - - - _ _ _ _ - , 0 466.30 � o � " � m D O { � � o � � cn G u o v � m o rn � u � rn ' � 1 - � � - - - -.� ti � o `� � + � � .,�� � - � t � W .a�o � � / � \ - - - � _ 467.4 Z v W i �� � I I � '. .�-�- _ 464.54 � � EVG�S = 16+ 8.g3 i � E CE = 46397 i \ i ./ _ - - - - - - - ' / -� ti _ _ - + 464 9 / �-� 1 'j �� -=- � 0 463.07 / , o � �/� � � � � � \ � � � i� � � i _'"�= - - J � �i � � I .,,/ ' � tn o � ���� _ / , , - - �- a622 � o / m ����i/' �i � � � , � ' � -, 461.63 ; � z � ' / i�� � ' - - �_ �///� � I i � � i �� w �� i � i �i i I i / , � , , � � � 8"X " TEE, 6" GV & FHA /i ` � ' ' � -�� � 0D a59.6 STA 17+93.15 �i ��� � ��� \ � � ' / /J �� • 0 460.19 g�� G ii` � � ' � - 7' � � '�\� � � /� STA 17+98.69 � ;�n � � � � � , � ,��� � / i �� � � � / � � ' � � � / � 1 � o ' � � / � � 454.6 i��� � � � ' L �� 458.74 / �ii �� , � � - -J� � i _ ilnl ' / / _ �� � � � � / � / ��� ��� � � � � � � \ �� � m O . �III �� / / /� \ �p � � I � I�� � � �� A + 4502 - � � � ���� �, � i - � � �� i i o 457.30 � '/ o , , - _ �c/ � � i o � � J /� , , - - i�� �/' � � � � I -� � � � � ' ' A A A\ A A A A A A A A A � I 1 1 �1 (p A A cn cn o� o� � � m m co co �`� � � � � � � � � 451.7 o cn o cn o cn o cn o cn o cn �l; 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STA 27+74.20 WARDELL CREST INTERSECT. i i � i i i � . �i � � � � �i i � � � � � � � . � �` � � � �` � � � � / �, � $„X „ TEE STA 27+7 .93 / � / I I � I I I � � � � �� ��� m D � � � � � � ` � � 1 � �� i � r ` � �` �� � .� � n� / �, � , STA 27+80.11 � / 1 I I � I I � I � � � � � � � � � �\ � �` \\ � 423.3 D { - � i i i I �i li i � � � �� � �� �� �� � � �i �� 1i i � \ � �� `�` ��\`� ��I � o0 432.50 I � S A 27+94.91 $„ G i i j � i � i � Q / 1`� � � �� �� � � � �i �i �i �i I 440.� �� �i �i �i � i i � � � � STA 27+86.21 � / �/ � � � I � �� � \� \ � � `� I� � I � I X � � I � � m � �t cn � / / / � � � . � � �� � � � � � � � � � � � � � � � � � I � � o � � � i i i � i � � � � � V � � � � \ � � � � � A i � i�i � ���i m � �� �� � � � �` � ` ` �� � � � � � � � � /� � �� i� � � � i � i i � � I � � � � � � � � V � � � � � \ � � / � i � i i, � � O � � � � ` � � � \ � � A V A � _ � i � � � � � � � :U / � \ . � \ \ \ \ \ � \ \ � � � � \ � � /� � �/ � / � � / N A A � A A A A A A A ; �� I \ / \ \\ �\ \\ \\ \\ �\ \ \ �\ �\ \ � _ _ �/ / / i /% �/ /� �/ lj � O (NT� O (WT� O (�T� O (�T� O / � � � � � � � \ ` �� ` � \� � � � � � ` _ _ ' � /�' %%, %�ii , o � � ` \ � � � � � � � � � � � � , _ _ ' '� � � � �i --/ � � �/ � �� /�/ � � � � � � � � � � � � � � _ � � � � �� � \ � � � \ � \ \ � /i i �/i i �/ �� � \ \, \ \ � \ \ � �\ �\ � \\ �\�\ \ � ` _ /_ - - � i / i // // / i / �/ . .\ � � � � \ � � � � � _ % � � � �� � / / �. � � / � \ � � \ \ _ _ _ � _ �i � i � � i �i � � � \ � � � � \ � \ \ \ � - _ _ � � J / �� i �i i� �� /� � \ � �\ \ � �\ � \ �\ ` _ - � i �ii� / ���/ �� y/ \ \� � \ � \� \ � \� � � _ _ � ' � � %� �� � i��di/ i� '/ � \ ` � � � � � - - - �� � �bi i(i � � �� � / ` � � � \ � � � , � � � � / i � � i ioi ii ���� � / \ � , , , , - - - - - - , - , ,y, , �„ „ ,,, / \� `, l� \ � �� ` \ � � ` - - - - - - - � � i �l �ii �ii� / � � \ / � \ \ � \ \ � \ � /� i/ l �� � �ii �� \ . , � � � � � � � � � - - - - - / � / � /q �// �/� � � - � � � � � � � � � � A � _ l � ����P l-��Il 1��� l � � /� � � � � � � / l l/ I � I� / \ � _ _ _ � � \ � � \ - _ _ _ _ / / l l l�ll� / I� �� / o cn \ � � �� / � p/ �, � ��� � � o � / � � � \ \ ' - � � \ � - - - - - - - - ' i /i i i � i / O o � / T _ - _ _O�� _ � - _ _ - _ _ � � �/ // �// // Rl � � / � � _ J °�� � / / '% / � � DZ - - - - - - - _ _ _ _ _ ` � � � - - - - - - - - �i . / /�/ �/�/ mo o m / � - - - / �� � / r A - - - - - - - - �` - - - - - � - o / /�/� �// � - - � n / �� � � o / J � � - - - - _ _ _ - - � - -�-� // / /// / / o Q / , �ii - - - - _ - - - - - - �- - -_-� / / / / / / Z - � � - - - - - � -����._ //� // � � � ' � � - �� � ° % / / �� � � _ - - _ ` - - - - - - - a � / � /� � �/ -� ^�o � / / o�. � , - - - / /� � / � �� � / � \ o � / � � � - /- / // / / � � �/ / / � / � � , � i • � � �• THIS DRAWING PREPARED ATTHE ��.•�a��coM�.,� CHARLOTTESVILLE OFFICE • O (� � • •• YOUR VISION ACHIEVED THROUGH OURS. � ,�j , y G,�S�' 608 Preston Avenue, Suite 200 � Charlottesville, VA 22903 . � r ,j� . � TEL 434.295.5624 FAX 434.295.8317 www.timmons.cam ��� „ n � r e^� : > \O ?�'P} Z "�: = SOUTHWOOD REDEVELOPMENT - VILLAGE 1 n n m � � p � DATE REVISIONDESCRIPTION :� oo � � o: � � �n = �n n �' 6/8/2021 REVISED PER COUNTYCOMMENTS % �, N ~� �: � m � m � n ti � ti c� � D � °y 7/30/2021 REVISED PER COUNTY COMMENTS �i �f. t \�� � Z � o COUNTY OF ALBEMARLE, VA p m � o � o z z o m �•�Ff/1 yl`a�•" o � m �, m �, m � N ���s���iN'��� N � `O ROAD PROFILES � � ` � j A " These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction, bidding,and/or construction staking without the express written consent of TIMMONS GROUP. � S:\103\40919-Southwood Redev\DWG\Sheet\CD\C8.0-ROAD PROFILES.dwg� Plotted on 7/29/2021 1:58 PM �by Kevin Flynn i i � � � � � / / i i � � � /� � � ol / �� �� / � � i� �� �� i ��� ������ i � / �� �� � � � � - - 450 � ' i ol � � � / �/ - � i i � � i i i � �� i � � i _ - - - - - � o� � � � i i � i i � i i � i � i i i � � i i � i � l l � l � I �� i i � i / i � � i � i � � I l � � �l � Il /� ! 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W STA 13+21.65 . ��v � 458 - � ' � - D 451.5 ST 13+46.40 , � o � � � � i z 453.81 WATER SERVICE I A \ � W � � m � � � fn - 1 zin r f ._ � I / �C m ST 13+62.20 � � m eb� � I i � / / � � ~ � WATER SERVICE � � , o q • , � �, N - � a N I L`�b / , ' � ' � � 452.8 ST 13+88.50 . / I � � � � 0 455.74 cn V� � ' � � \ � � 5 � I �c��7 I Q�b ,-" i � � � � °° � � 2 i I f� m � � BV S = 14+34.3 � � _ I � � A � BV E = 457.07 � G � _ ' 44 l o � B 6�'� r _ � 4 5 5.4 Z � D G � (n O � \ m � � � � ,� � � 4 5 7.5 8 W A T E R S E R V I C E m N � p � � � z `��� ; i v + ST 14+59.36 � �\ � " „ m D = � � 0'4'� : o nc"n:�� p.�.i, ' � �g _- , � � < w ' � �� � mD �v:w�.c�:� cn � : � � 1" ARV c� o � ° � � m u " j S A 14+84.28 � o c.�i� � � < � � / , r � 4582 W o P° iv D u + ���a � �°j'� 0 457.95 E CS = 15+10. 2 � W n � � � ` e. �'s8 i , � � W 1E CE = 457.79 mo °' _ I1 - � : � mA � $„ G u � � j � o � / ' _ �m Y; a � � � v � o> STA 15+52.77 N o � . � ' �� , /�, , - 458.3 D � � � ov� '� �' g� / - , - J 457.01 � � PVI STA = 15+57 28 ARDELL CREST INTERSECT. . � T A�� � �y , � ���„�' � �gg9 , - ' �/�_� m Z P = STA 15+59.78 �o�`C '�X �, , o .' � W� . � a A , % i ; , -- W � q °'S' S Ox9�°' A � _ � D � ��7 C�T 0 .� , - - � � : � N �y + �p'�, � . m ' / �J_ - O � - _. 0 ,, a � _ - . � a A � � p9 �'� � , �6'�� � 0 14+5 �+00 A �. -o. : �� � � , � � � ��' � � �� � � � � � � � O .' � r� co // � W W A A c�ii c�ii rn rn \��� .��� • �4 ,p '. cn .. a � : � - � � / � � o cn o cn o cn o cn � .�vi- '..�,4. � . � _ � _ v � / / , O . ���y -.-. � y .. � . � ( � Qs2 :l � y j i j - i j � � � � 1 I ._:.:.iE.�E � �� � \ gSp _ - - - , ysS , � ��� %�� -� � �� �� , , - � /� \ � � p � i'� i '/ � � y A �/// /i��/i \'� � gg S� �, � � � � / \ $ � ,o�. i i/i �� i i� i / � i� � i/� � �i � � �� i � � '�i %ii �� 440 \ � - �� i� / � �ii %i � i ` / / / ii / � i q � � 445 � � i� � � � � %� � 3s - - �� ��/� //� // /i � i i i���-�_ / // / / / / \ / � _ �\� �� ��i� i � � � �i�� . ��� � � � - �, - >� i� i � � � ✓ \ \ ` � � � � \ � - - � �\ �� //� / % � // //% � � - - _ ' _ - - - _ � \ \ � � - _ \�, i� / \\�/j / / /�� �i � � _ � � / �� � � � � � � \ �\ � � - � � ' _ - / / � '�'� � �/ i� / / ///�i � � / \ � �\ - - _ - �� \ \ � \ � \ \- ' - ' - _ _ - � � i � � - - / � i �i�/ � i � � A � - ' _ i i / � - � i � �� i/ � \ - � \ �\ � � �` � \ � - - ' - � � � ii �i � � - /�/ � � � � _-�_ - ,;, \\ � � � � ' - _ ' - - _ - - � - �� / - j��_, � _' � � / / � � - - _ _ _ �� ,�\ � � \ , � - - - - - - � � - � - 7�_ _ - _ _ , � � . , _ _ � _ _ _ _ � � � � _ , , _ - _ - � � _ _ � � � . � - � �i /ii __ - - - - - � � �� � �\ � � _ - � � i i, � -� - � -� � i � � _ ' I `- - - - � _ `� � � �� ��� \ � ` - _ _ _ _ / � � �/� � �� \�\ � �i - ._� � � \ � � \ �\ \ \\ \ - � - - � _ � � // �// ^` ' i /j j / ` �_ _ - _ � �\ ��� \ \ ��\\ �� - - - _ � ' /� / / / /// / `/ / ���/ � � - � � � �� �� �� � � � \\ � � _ _ _ _ - - - - J / � /// / // ^�/ �j // � _ �� � � � \\� ` - � - - _ _ - _- � �� i � � - � � \ �� �� � � � �� � - ' " - - _ � � � / ' _ ' � _ _ _ - � � �� � ��� � � � / i � / � I ! � / O (Ji '_ - � ' \ �\� � \ \ �� �� � \ \\ ` \ � _ - _ - _ � i / � / � O _ � \ � � \\ � � � � � � D \ � .Z7 _ \� � � � � _ i i / r I � O - - - - - � � , � �� � � � � , � � � _ � � -__ � � / o m ,� ,� i� '� � _ - _�� , � � ` • ` � � `\ � _-_ �, . � '� � - , m � � � � � � �� � � / � �i - - - - - - ���� � \ � \ \ \ � � � - - - � �' � ' � �i 4 � C7 - - - - � � � � \��\\ � \ � _ - - � - % � '� � g3 D - _ , , - , , �� � � � \- - _ _ , - i � � � i �PO � � � � cn - ' � , � � � � � " � � � \ - - � � � i i/ / � mo �� � � � i ' � i � � � � - - - - _ �� � - � _ ' , � �\ � � � � � � _ _ - - � � � � � � co / � / / _ � � _ _ � \ \� \ \ \�� � \ _ _ _ � �/ � � o / � / / � � \ � �� � � �� _ _ _ _ _ _ � '/ � i � / � / / / � �� � � i � i � � \ �� \�� \� � � - - � � � � � / � / / � � � � � _ ' i i i / 1 � / � / � �� - � � � �. \ \ �\ \ � � �� � �\� _ __ - - - � � � � � � �' . � � � �/ �/ �/ �� � � � � �� � - - - � � / I � � �� �� 1 � � � � - - - - � � , I � I l � �S � � I � � � - � 1 � I I \ \\ I � \� \ ` - � - - - ' � l � I � ' � I� l \ \\ � \\ � � � \ ` - - - / I ll l ' I l. � 1 �, , � �� v ,� , ;� y � � , , , � � � � � '.� � � � \ ���....N...,. • � � �• THIS DRAWING PREPARED ATTHE ,�� �a COMM/�� CHARLOTTESVILLE OFFICE • O (� � • •• YOUR VISION ACHIEVED THROUGH OURS. � ,�j , y G,�S�' 608 Preston Avenue, Suite 200 � Charlottesville, VA 22903 . � r ,j� . � TEL 434.295.5624 FAX 434.295.8317 www.timmons.cam ��� „ n � r e^� : > \O ?�'P} Z "�: = SOUTHWOOD REDEVELOPMENT - VILLAGE 1 n n m � � p � DATE REVISIONDESCRIPTION :� oo � � o: � � �n = �n n �' 6/8/2021 REVISED PER COUNTYCOMMENTS % �, N ~� �: � m � m � n ti � ti c� � D � °y 7/30/2021 REVISED PER COUNTY COMMENTS �i �f. t \�� � Z � o COUNTY OF ALBEMARLE, VA p m � o � o z z o m �•�Ff/1 yl`a�•" o � m �, m �, m � N ���s���iN'��� W � `O ROAD PROFILES � � ` � j A " These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction, bidding,and/or construction staking without the express written consent of TIMMONS GROUP. 30'V 48'VC K = 98.78 �.••.•••.,,� K = 5.00 K = 48.81 A.D. _ -1.02% �� �ALTH ������ A.D. = 6.00% A.D. = 0.98% PVI ELEV = 457.78 =��� /��: PVI ELEV = 432.52 PVI ELEV= 435.12 PVI STA= 15+53.17 � ;� '��� PVI STA= 10+33 PVI STA= 10+gg HIGH PT STA= 16+03.65 � r� ao o ao o ��' CLINT W. ?: U LOW POINT STA= 10+2g.00 LOW POINT STA= 10+74.10 HIGH POINT ELEV= 459.78 � � M ai •O �-• � ad c� ed � � Su j) S�LET a: W LOW POINT ELEV= 432.72 LOW POINT ELEV= 434.16 STOPPING SIGHT DISTANCE = 701 M W � � + � • � • BVCS = 10+18.00 BVCS = 10+74.10 BVCS = 15+02.68 i j � i j �j � ii i A�' Lic. Nd"51380 �� u1 BVCE = 432.82 BVCE = 434.16 BVCE = 455.26 r Z � � _ � � � u �� �/30/2021 <v�'. Z EVCS = 10+48.00 EVCS = 11+Z1.89 EVCS = 16+03.65 J U` � X � U` � Q J %G.h�, �:,� 465 o EVCE = 433.12 EVCE = 436.30 EVCE = 459.78 � � � � � � � (n W 465 ���S/p,� �,, �.r�`` � � _ � U PIPE a a '�����HN��, � � Q W + DEFLECTION, + N °� � � TYP. O �U' Q H � '3�I� N � 0 460 = _ � Z 460 N � ¢ o W � � � L1.1 + STUB OUT FOR w °1 � _ ~ � � 3.0 FUTURE PHASES � �++ � 3 � � Q � ¢ `U' �' 3 US x ~ � o �` � � 455 °D � 455 w o m ,� � / Q j U m Z w J -vi O o � _ 0 1.4' � '" orn c� o � o / STORM d � o N a eo ui o � PIPE 419 � "' a, M � o � LLI N z � ,� v + + W + PROPOSED / � p N x � 450 � � ~ � GRADE �'�CD-1 450 � � ai" "' o � � = U j � O W W W = (n a0 (n eD (� � � + a'S / SANITARY SE ER ~ � rn � � � � ^' w O O � � o�o � LATERAL, DE TH � v � U U X p C7 g� APPROXIMAT , TYP. a v > > 445 ' o - �'> � � 445 ~ ~ c� � � > > � W � i O O � � � o / i o n � a � � 1.8' 8" CLASS 52 DIP � � � � _ H x � � WATER LINE � O O 440 � cM'� � � °O � � i 440 � ti ti � SANITA Y � W W ii � / � PIPE 33 32A � � � ~ J 3.5 EXISTING o � ^' (n W � ,� MIN. GRADE > w o � 435 > > / � 435 = Q � o 0���0 / a � � � �0 / \ z � � � � o HORIZON ROAD � SANITARY SE ER U7 DATE INTERSECTION � � � / LATERAL, DEP H � STA 10+00.00 430 �- APPROXIMATE TYP. 430 � 3/18/2021 5 � } DRAWN BY � W r W r W r W r � W W � W V W W M W W m / U � U `� U `� U `� co U U � UNU U � U . UM C. GAYNER / � p �� � � � p � � �} > > � � N > > N > > N � t � t � t � t N � t � + � t � t � t � � t / • DESIGNED BY 425 � � � (�% � � � cW � � � � � � � � cW � � � � 425 � � � � � � � � � � � � 0 • C. 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SHALLENBERGER � �\ �\ � � � � . � \ �' \ / �� . \\ o � � v LOT 31 �� � � / � I • • CHECKED BY � \ ��� A � � � � � -�� � �� ��� � � � � � ' � � � � � � � %�'�/ � � / � / � i °ti,� �\ \ � \ � � � �,� . � � LOT 30 � �\ - '� ` � � / � �• � V� _� =���"z ��\ iS � . � _ . . j � � � ��� � � SCALE � � �\� � ��� � " ,�� � o s � :� � �., C TABLE �.: � x � � . � LOT 29 � � "�� � ��' � , .a� / � � / ii 'I �� = 3O� � ���V A� � `� � � � �t X ��� � i .A � . . � e, � � /� � � LOT .�7 � � � � � , A„ A � ,� A ' �� _. � LOT3 \ � � ,< � \ `' � /� '� � ..� � LOT28 � �� .��� _ � � � � ,; � / � / � LANDSCAPE CALCULATIONS � � � > ' , j �„ � � � ��,/��� ��� � ���� _ ".� ' �� �// - � � — � �, � � � Tree Canopy � „ �v� •a �� �' � LOT 27 � k � ' ,;, . �- LOT 38 � O �--� . \ / \/ � / Requirement: 15� of Total Site Area �Q �` V `'� � °J � � i. � LOT 26 � � ��� ��_ �� / / / � � J �� � � � / '� / � \ � �, — / Total Site Area 913,604 Square feet ��\0 � � � � ^ � � � — — _ _ / / [ � '� � ��� LOT 5 � / r/ � Gross Site Area 873,479 Square feet �� � e \ �: `' o p � � � /s1 � �/ . \ � / / � / � � / b � / / � d (-J Rec. Areas 40, 125 Square feef � '� ��\ COT � // � � ` � � / --�� / / P n Ar \ .�„� � LOT 5 � /�o� � �F � � � LOT 24 \ �, "�' � — � //� � / � � � � �-J o d ea 0 Square feet ,� [ �y �I I • � � , . :r. : , � � � _ � WPO BUFF R, TYP / J � (-J Wetland Area 0 Square feet � '� � �\ � _ � � � /5 � `° � -J / �� �a 5' LANDS k �r �� �� — � / / � �; �. : V � �� �� � •� � � � � , ��� ASEM � i "� � / � � � � o � � \° � , ��b 9A � � � ` o � r� PO BUFFER TO N�W PRO�ERTY / / � � � Required: 137,041 Square feet �� \\ � \ 5 �� I g� . � /� �.r �� i � o � /' � �� � � BOUNDARY IS kIMITS 06' / / / � Provided: 401,218 Square feet \ � � �' �G � ` � � � �6` �� / , � �� � � �� PRESERVED�YREES IN yhiE / / / O � z o \ STR , , / � ° o � , \ ,` $�� T � / / — _ _ _ — — I I � LANQSC'APE CALC�4JLATIONS � � a (+) Tree Save 269,889 Square feet <^a , � • \ n : . , / � / T (+� CanopyBonus 67,472 Square feet � � �` \ \ I S� ��,.* � / �20 ACRES) / � � � � a ,� (+� Proposed Trees 63,857 Square feet 2 � \ �„ � � i RMW �` ��' l �� � �— � � � � / / z ° > � \� OZO � .� � \ `b ` _ � ' c \ l \ X G�ARDE , '`r'' � � � ��/ / � � I LJ,J °' .� / / / � � � �,�. � �� � � ' � ,�,i � / l W a � Sfreef Trees \ �p� �� � �O � � r�� x ,� � � j5sti � ,- _ _ � / � — ; Q a Requirement: 1 Large Shade Tree (1 1/2"cal.J per 50 Linear Feet of Frontage �o � � � � � '� � o/ / / / � ` �' \ � ° � - �� �� � ����� � \ A3 � � ��� � ui U s c � StreetFrontage: 6,350 LinearFeet �\�� � � � � � . — � o � � /� � i, p � � � ����ti � �25���� � � / � � � � Q � � �� �� .,Cn , . . ��� � � � � Required: 127 Large Shade Trees � � \ � �;� ' \ �. �✓ � �� _/ � / - , — / � � O W z a � ��` G . . . �� � \ Provided: 127 Large Shade Trees � �� \ — _ V � � � � �h � ,•�� ��� ���� �// / �tia� i � � � J m Q �� ,:...e� -�%i%/ \ �/ I \ Q J o Inferior Parkin Lot Trees I � � \ � � — — � � \ / � / � i �� I � � ��� � l � I � w " � Requirement: g 1 Large Shade Tree per 10 Parking Spaces I1 II � � � I \ � � c o �"C��G� �/ �/ � � � \ � / / � \ \ � � � � /I w o � � o \ �, 1 \ � A z o � Parking Lot #1 � � � � 1 � � � � /V - � f � � � \ \ \ � \ � � � \ � / � O � �' z Parking Spaces: 20 � � � � � � \ � � � � � v J a o Required: 2 Large Shade Trees � � � \ \ � � � k / \ � � � � � \ � / w = � � � � \ �/ � � � � � Provided: 4 Large Shade Trees � � � , �\� � � / \ � \ � \ � � � � � � � �� LL � E � � Parking Lot #2 J � � � � — � ,z�� \ kESIDUE #2 � \ ` � w � N -� _ T I � \ \ \ \ � I I �' a o � � c � Parking Spaces: 20 � � � \ r a3� \ � � � � � � \ � " � � o = a Required: 2 Large Shade Trees � � I J � � � � � / � � � / 0 � �' � Provided: 3 Large Shade Trees � � I � � /�� � \ \ � � \ � � ` ` � — \ � / � � O `� N O I _ Z N � I I� � O - / /� � � \ \ \ � \ 1 � / � � o om � m O � o � \ - N � K � Inferior Parking Lot Landscaping Area � �� I I,\ � � � � ��„� � 5zb� � \ � � � � _ _ \ � � � / / �� � � � �� `� Requirement: 5� of Paved Parking and Vehicular Circulation Area I I � � � � \ � � � � — � \ � � ((� � y r� O ��ni�e4y � � I I � � � L � shall be Landscaped with Trees and Shrubs I I �I I � \ � \ _ + o�b� \ \ � \ \ \ � \ � I I �/`` I �°� � �c � 3q��g� Q.� � Ol m �Parking Lot #1 � � � � � � \ �� � � � V � � \ � �> � � � - — O N R � Parking Area: 5,661 Square feef � � � \ � �_'�""� \ � � � ` — � � � \ � �--' " � � � _ N � Required: 283 Square feet � � � � � \ �' „ , � \ � � � � � \ � � \ � � � � � v h � � y � Provided: 707 Square feet � � � �BMP � � � � � \ � � � � � � � Q� � � O N � n Parking Lot #2 I I � � � \ \ � � � � \ \ � � � � � � , ^ � � � Parking Area: 6,807 Square feet � � � � I � � WPO BUFFER, TYP \ ZQ � � � � � , � � I � 1 � � � � � �--' � M v , o m � Required: 340 Square feet � � � I 1 � � � � 1 `r' \ � \ \ � I I I � / \� \ \ � I L v � � t v -� � o Provided: 813 Square feet \ � � I \ \ � � �1 � i � � Y � ` � - � I � \ ``z,u i i �I.J �in JOBNO. yo � � � � o y � \ �� \ � \ \ � \ \ � / / 1 I I � 1 ' � m � i .N. ` � T y O � Requei em'e�: Parking ares consisting of four spaces or more shall be � I � I I� 1 \ � � \ ¢ � � \ � / � 0 15 30 60 C� � w 4�9Y 9 c U I \ � . , � \ � � � � � SHEET NO. a o a screened from adjacent residential or rural districfs. /�"� ` \ � I � S \ ' '�� � / � � � �r �, a �; Provided: Each parkiny lot is screened by a hedgerow of 35 Viburnum � � � �l \ �� �` \ \ � � / L1.01 � �' � � � ��� �� / � �' ZN � I \\ � \'!`J � \\ � � _ �r \ � � � � o" ''�; �� � ���� \ i ��� _ - � �� � � � �� ��� � � � � �/���� � � � A� �X � � � � � ,� �� I � � 11 � � � � I �� � . � �� � �1 �' - _ � r� / ���� � � / � � � � � � , I � � � � _ � 1� � � �l�n � _ � - - - �—d n — � � � I � 3 �� \ � 19n/ . 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A / � \ / � ^ � � / � � / \ — � � � �y� Hh�� I � �a / � � � � , EXISTING MIX OF I 1 � � I � _ _ - 8 pootedendapprovadbyeCoanlylnepector, / � i i I I _ , - ' _ - - - J. Prc-Cw.t�veUoo o f.,...... � � � (15) PA , ' � , ' / HARDWOODS A�1D � ,� � � , i / , _ , - _ � � � % / � � ' / � � � � I � � � � � � / , - 'I � 71oe p2servetion and mtcction measures ahall be�aviewed wilh ihe 000trectm on aiu. � o � � ' � � ' , ' � � � � , EVERGREENS TO REMAIN � � i � � � � � � _ , _ P a �: � � � � � i � / . � � � � � / / / � � � � I I � I I l � � � � � - � 3- F,auioseot Ooew ion and Mwa • a � � � � � � � � � � / � � � . " �� / � � � � � � I l I - - ' � � � � � ����pment,vehicular tratl3c end sNmga of construction metoriala including soil shall nol be�rtnittM witNin the dripiinea of treee . � � � � / i i � / I l I � / o , , - � , - , , z � � / � , � , � � � � � , � , � . l l � � � �' � S. Soil Eroebu�nd Stormwa .r [enNoo Devker 1 �� _ _ _ _ � / / � ' �� � � � � / � � � � I � I � � � SucL dovices shell mt edvdsely atTect trxs m be saved. � � � , � i i � � EX. OVERHEAD / � ' UTILITY 6• F� � � > Z ° � � � � � � / � ' � � � � � � � � � ' � � i i l � � a � � � , � � � � � � � � � �� � �� � � / / / � FiroS aze not pormitted WiMin 100 fcet of the dtipline of trees to be saved. � � Q � � EX�V�RHEAD � � . / � � � � / ' i � 7. To:icMmriob: � � � Oaa �° � � o -\ �TILITY � / � � � � � Toxic materials sYwll nW be stoied within 100 feet of the dripline of hees b be savod. � / / , � / / � ' / / � / � w �r a I � �l � � �. _ / � � / / / — � � 8. Promtive Feecin:: J �p ' �dHO �� / � � / � ��— �C� HO- - - - -dH0 � Trees lo be reffiin�d within 40 fcet of a pmposed build'mg or grading activity sLall be protected try fe�ing- Q z � I %� � - � / - / s�� Hp ' \ - - - � Fene shall be in lace and shall be ins ted and roved b a Caun lns emr ior to edin or construclion. � � � s — � �I� i i � - i � ^� —dH0— — - -- � �8 P P� ePP Y �Y P� PT B� S 3 _ '` -� �ii_�SHO �-dH0� � � � � � � �— dHC— — - — —dH0— — - � d�Jfl � � . � �' � —� i � / ��� � — - — ` -d.�'ill d`J�l d`Jfl—�— d`Jfl i 9. Tree Welb: � } z � d _ ,;;-� ,. � � r a�,'��'��� �`� _ � � ��' —�" �+— ' —�"Jr� � �`— - �� � � = _ — O , _ ��/� �'�/` r =' -�-------- � When 16e gro�md kvd must be raised witfiin the dripline of a aec to he saved,e tcee weVl sha1V bc provided and a coneiruction data�l � � O ------------� � z Q a � oRb -_� o,, � . �� � _ — � �- — 1H — �����-��NU= ��-�/�� � �� _ _ — — submitted fo[appmval. o � J a� / / ��. d. n- — -,�� �f � - - - - �- - - - - � o a � Z � `cs '% - - - - — �- - - -- - - ` - - - - - - - - - - - - - - - i ' dE�- — �- — — — — — —C� — — — — — — 'C — — — � � I \ � � / 10. Tra WaW: U � p � l _ - -- �� - - - - - � � \ � � Whee the ground level must bo loweted within ttie dripline a tree to be saved,a tree wall shall be provided;and a coatitnxtion dem0 � o � i / d — — — Y � � � � I\ 1 _ -�— — — — — submitted for approval. � � - \ � � � \ 1 \ I � 1 i � / � _ — _ _ / I � _ � � E � — � i 11, Trenc6in¢aod Tunnelioa: ` � _�— — \ � � Whrn treochin is requimd within the limits of clearing,it shell be done as far away 5om the vuoks of trees aa possible.7�eling � � a \ o�e � \ � R G R O AD = � l �== � � � � under a I tra shell be coasidered as en eltemative when it is enticipated that necesserY trenching will desuoy feeder mocs. a o / � OLD �YPU�LIC) � — '- — — � �` � � � Q � 1 0 �—_=- - � � ' — — � a �� I I ` � I / — — / � r / � __=T— � � i �r � � , � , � � � �� � 12. Clqonn: O � � � 3 / / / / / � � I I I I / / - - � � \ � protecuve fmcing shell be the last itams removed d�ving U�e final cleanup. � N o � N � / � / _ � � � � � � � � � � �� / � / 13. D�mA[ed Trea: � � � � � � I I � / - -- - _ � � 1 I � �_ _ - / � � � / / � Demaged Mes shall bc tieated immediatelY bY P^�' B, '` N ~ � _ � in fatilization m oN�r methods recommcnckd by a uee specia�ist a+ y o � k o � � - � � I _ I � � / ']'j�F,CpNfMCTOR ON TREE CONSERV ATION � � r o' � - - -" - - �' / � � —� _ �— i LOPER'S RESPONSIBILITY 7'O CONFER W1TH ao= a� a � / � � / � F�� ,- ^ � J� � / � � / � \ � ` E�. 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SUPPLEMENT BARE AREAS, � �I � r; � � / ,�/ /� � � � � i / / � � INCLUDWG REGRADED AREAS, � I �� � � � � � �� �° = � � V `' � �� � � ��� I ° � � � / / O � � � � � � �, > P � � � a WITH A MIX OF EVERGREEN AND A � � \ �A> � � `� , �� �`y o -�� j � _ � � , / / / a DECIDUOUS TREES. 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'\ � . . / I \ \ \ / l , / / \ \ I I 1 Q � Q a� � \� V� �� I � � � , �� . � � — � �i � � . ` � � � °' � \ � � � � U ao ��� �� � � � � � � A � � C \ \ �� I V- {� � � , \ ` / � , I � \ \ \ � � \ � -\ \ \ \ \ \ � �.�/ T� I � � � � � � � X � ��� - � � � . � � � � � LL E� � Legend - Groundcover � � � o � �� � �� � \ � � � � � � � � � � � � �/ � °' � , � � >. � � � ' ° � � � � _ � V � � V � � � � � a o � Ei4 � � � � � �� � d \ \ \ U � � �� Grass Juncus effusus � � � � � � � ��, � �� V � � � � � � � � � \ � ° � � �E I � J I � \ ; _ . ` T ' - �` ESIDUE #2 � � � � � � � � � � O N N " o � o ��� ( 1 � � � �� � � � v � � � � � � � � � � � � z � � \ ��"" � W � � ���� � � � _ � � � � � � � �l ti � � � a� � � Hemerocallis fulva o�o� Rhus aromatica N � I � � \ I I I�� � ` � �\ , �J � ' � \ ALL LANDSCAPING PLANTS AND TREES WITHIN AND ADJACENT TO SIGHT � � , _ \ \ � / � a y o� o V� (HF) ,e a�o�o� 'Gro-Low' (RA) ' I I � � � � ,� � , • o � � DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2 AND 7 FEET ABOVE - � � � � � � �� � � �� � � I I � � �, ,,,,� \ � \ \ GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE � � � � � � � a 3 v � �� �iriope muscari � Iris sibirica ° I I � �\ � �� 'A�� �� �� �` szv— � V � — � I I � � � � � ' °' � °' a ' '` PEDESTRIANS, TYP. - � / � - ' ` � \ (LM) (IS) � � � �� � � � \ � ,N,�w � � � ` _ - _ � ` ` � I � � (� >- � �� s � x � M � � '.� . . � � o%� � \ � � � ( �., � � � � � � � . . . . - _ ` y � Perennial garden Amsonia �� � �� � � � � "�� � � � � � �� � ,� - - - - - _ � � � V ' � � I � �� � � v � � � � ' ' � \ � � i � Q o s _ (PG) tabernaemontana � I � � � \ � � `� ' � \ , � r " N I I �L \ \ I _ \ \ \ \ 1 L �' Ol �//�/ � O o (AT) I � � } � � ` \ � � � ` � \ � ` � � \ � \ \ / +J Y � _ I � @ c � PanICUm VlrgatUm � � �� � �� � A Y �� � � � �� � ` � � A � � � � � � � \ � � �� \ V � �� � � v � � � 'Cape Breeze' (PV-CB) � o � � � � G � � � - � � � � � I � /� \ � I /� � �;, �os r,o. y o � � _I I I � \ _ ' ' ��� WP� BUFFER, TYP \ 2� � A � � A � � � i � � � � � � ° �� � Panicum virgatum � � � I I� � � � � , , �A � � � � � � . ` . � � I � I � � � \ I � � � � � 40919 � y � 'Shenandoah' \I ' `� � a I ` ` \ � � � � � � �5 3� 6� � o� SHEET NO. o � I I \ \ � o .. � ` � I` �' � ��' �`�\ � � � / / f `� � � L 1.03 ° � � � i � 1 � - � PLANT SCHEDULE / s � � �"� , ` � �E � � � QTY. SYMBOL Scientific Name Common Name Size Spacing Root Notes 10 Yr Canop Canopy Tota a � / �,�� ° � � � � � o , ' STREET TREES ��� � � � � ;�� � � a ` 14 AR Acerrubrum 'Red Sunset' Red Maple 2" Cal. As Shown B&B Matched specimens 397 5,558 � S �� Q a �OF ELLI�S PV-CB < C� � � X � � �� i 13 AS Acersaccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 2,535 �� , � LM 3 GB Ginkgo biloba 'Sentry' Sentry Ginkgo 7" Ht. As Shown B&B Matched specimens 14 42 S / \ ` ° ° ° — � ° � 15 PA Plafanus acerifolia 'Columbia' London Planetree 2" Cal. As Shown B&B Matched specimens 254 3,810 � � � � e e e 7 IV-HG � � M � 40 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 11,960 � - ' e ) CA \\ / ° � 27 QP Quercusphellos WillowOak 11' Ht. AsShown B&B Matchedspecimens 370 9,990 � �" � e . . o � � �� r`C � � 15 UA Ulmus americana "Princefon" Princeton Elm 10' Ht. As Shown B&B Matched s ecimens 397 5,955 `� / �E p �� ' . � � � . � ,� � � � � � � A \ (6) AC j w v � � , < , F , SITE TREES e r r , r r . �� / � _ � � � � � � / � ` � W ' 36 AC Amelanchier canadensis 'Autumn Brilliance' Serviceberry 7'-8' Ht. As Shown B&B Mutli-stem specimens, 3-5 stems 130 4,680 � � � ` � � � ��� � � / � ` � ° � t E a � � � , , ,� , O r . , �� < � � / 2 AR Acerrubrum RedSunset RedMaple 2 Cal. AsShown B&B Matchedspecimens 397 794 � � � ���� / � E < E� E � W � M z 0 AS Acersaccharum 'Green Mountain' Sugar Maple 2" Cal. As Shown B&B Matched specimens 195 0 �� ° � � � � __ � � ' � E `�� ` � � �� o � 9 BN Betula nigra 'Heritage' River Birch 1.5" Cal. As Shown B&B Matched specimens 464 4,176 " ; } ` ` � � � � ~ � � � � �� — -- —�� E ` ° ` F � � `� M a O N , ` - r - � > 30 CF Cornus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 3,720 � ,/ �2 `' - �' � � < ` , E E z F �; � � � �,.:. � E � _ - � O � x � � 14 GB Ginkgo biloba 'Sentry' Senty Ginkgo 7" Ht. As Shown B&B 14 196 � - � ` E a � a w � � . � � � r ' , + < � ¢ � � � ¢ 5 JV Juniperus virginiana Eastern Red Cedar 4' Ht. As Shown B&B 16 80 / / � *�`� ,� � �, � ;, � t �, x v � z � � ,, E • Z 5 LS Sweet um 2" Cal. As Shown B&B Matched s ecimens 249 1 245 � � � a � ` E � U a �' � w � Liquidambarstyraciflua 'Ward' g p , � � � � a ;� � E F < E � o � - ° E ` E orn � � 5 MV Ma nolia vir iniana Sweetba Ma nolia 8' 9' Ht. As Shown B&B 113 565 �� �o F LK IPSE' `' ��.W,�ti, „ � �\ + � v I ` ` E ` � f v � w p o 9 � 9 Y 9 ° �,. � r� o� o � ,�,.� r •�-�, � 3 NS Nyssa sylvatica Blackgum 2" Cal. As Shown B&B Matched specimens 123 369 --- --� �R o i � ° a t ` E ` a v � � 18 PA Plafanus acerifoha 'Blood good' London Planetree 2" Cal. As Shown B&B Matched s pecimens 368 6,624 � o° � I � ` ` ° E ° F ` o W ¢ Z . � � A � c, �( �� o � E ` E ` � � Q O 9 QN Quercus nigra Water Oak 11' Ht. As Shown B&B 130 1,170 ��' � _ , , , , �o �E° � u 8 1D Taxodium distichum Bald Cypress 5' Ht. As Shown B&B 36 288 � ���� �� � — � � �,� E E �,; w w � �\�� � - � � � � E �� . E � � � a 10 TO Thuja occidentalis White Cedar 4.5' Ht. As Shown B&B 10 100 �G � � �_ - � �� � �� � � �, a � E � �n o Total = 63,857 � � `r�� , � _ =i � �- -� . � �� � � �E �� <� � o � � . o < < � z � SHRUBS � i ' ' * , , � ' /� � E�` E �l o � � 44 CA Clethra alnifolia Hummingbird' Sweet Pepperbush 3 Gal. As Shown Cont. � �\� �, � ° `� i/ \ � ,� F ° F 22 CO Cephanlanthus occidentalis Buttonbush 3 Gal. As Shown Cont. / � � � �, °� � � �, a � ° o N N 248 CS Cornus sericea Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. � � �, o� � �. - �C3• � � � w � � � 104 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. As Shown Cont. � 5� � �j � � �� � IS �� a � � � 15 FM Fothergilla major Witch Alder 3 Gal. As Shown Cont. � (8� BN � � �� � AT i/ � o � � 28 HP Hydrangea paniculata 'Lime Light' Panicle Hydrangea 3 Gal. As Shown Cont. — , Ul DATE � \. 21 HQ Hydrangea quercifolia Oakleaf Hydrangea 3 Gal. As Shown Cont. � � / / � ° � 04/06/2020 36 IV-HG Itea virginica 'Henry's Garnet' Virginia Sweetspire 3 Gal. As Shown Cont. ����°� � a i � , / \ ' o DRAWN BY 103 IV-LH Itea virginica 'Little Henry' Virginia Sweetspire 3 Gal. As Shown Cont. � � , � � i LOT 24 �`�� 48 VD-A Viburnum dentatum Arrowwood Viburnurr 3 Gal. As Shown Cont o � � � � � �� R. COSTANzo 70 VD-B Viburnum dentatum 'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont ` x � / - �esicNeo sv 26 VD-C Viburnum dentatum 'Christorri Christom Viburnum 3 Gal. As Shown Cont. � .� � �"� �� � 'L 0 5 10 2p�'� �� � . SHALLENBERGER GROUNDCOVERS 8 PERENNIALS � ��'��,, �a � o �� , � � o ��, � ' � � � � � cHecKeo ev 29 HF Hemerocallis fulva Orange Daylily 24" O.C. Bulbs � 8191 �M Liriopemuscari 'BigBlue' BigBlueLilyturf � c�t �2" o.c. 1 STORMWATER GARDEN PLANTING PLAN '� 1700 PG Perennial garden 12" O.C. Ll .04 SCALE : 1" = 10' � SCALE 90 PV-CB Panicum virgafum 'Cape Breeze' Switchgrass 1 Qt 24" O.C. Cont. 448 Pv-S Panicum virgatum 'Shenandoah' Switchgrass 1 Qt 30" O.C. Cont. � AS SHOW 210 �E Juncus effusus Soft rush 1 Qt 12" O.C. Cont. � 40 RA Rhus aromatica 'Gro-Low' Gro-Low Sumac 1 Gal. 36" O.C. Cont. 97 IS Iris Sibirica Siberian Iris 1 Qt 18" O.C. 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