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HomeMy WebLinkAboutWPO201600077 Plan - Stormwater Stormwater Management Plan 2008-02-20/4 �- S40'32'1 4"E 25.11' TMP 78E_G Fanta i ' 303.66' s4032'14„EE Use: j� IF/�S�W OF LINE 1.32 43. 1 X373 Zoned: R4 Residentual / TMP 78A-001 '`----__- t Ashcroft i N �- _ r- ,N � 30j DB 693-7 - - -_ c, v } .66 80 ` 3.17E 20 73T' _ ,�,� Use: Residentail ( f -- - ` � /' i Zone PRD D %�,,� �� �'� (( ('----____ � ~_ r i •-""--,. \\ 1 i ff , -- C126 �' - - _ - �, i S40 2735„E Existin�c 20' i� i - ( - CSO-- -- _ l' 767 D Drama ;�`� i / �_ M < N C117-�0 - 9e 9seme%�+% �r Existing 20' v �, J - -_ e, DB 2020-29 �o' /, Drainage Easement r le, Je DB 2020-290 ;-n 0118 - -- / , r \ ,r % hoc se �D� 8E -p a,�'B 9 % ��°,, �, ' ( , Fontan DB W ' j 1809-4 3 , T P 7,8E -F- , - f r se: Residentu l -'' �'� IF � Fin � (r°`� C I' 0 to r' Zoned: j� •1� c - C91 ` r. �/ 704 C105 TMP 78E-2 ; ' A sociation nears �,,' - ` ned. /�4 S�� `�s E36 ; �,' f/ _C - _ _-------- ---------- - X06 4 , �1c. ��� ��0 3 _ D'B 2649-02� '` ` / ----- Charles0112 Pickell �• ��� /' � '' IF _ .17.8 2628-276j � �11�•A �� F` C9Q � � / 6 X �Egg E5 ____.,�%E39 E81 / ti 1� / Residue C DEP ,1 �__ r \�O'.. 189 / ``�� A Portion of TMP 78-12 SMP 78E-25 ' ' E2 �.6�'i o�,,,.. / e �o 10' X 20' Francis �5 S��o� , F ( , \ 21.78 Acres r � E�3 Alt��'f F� co �'� '�� Ex ;� E42 E41 ��z\� _ E82 POE 1 i '' nhofen / Existing E248 �`�,.- _ a' m /' ' j`. ,____ - __ - 1 � It <o`o D Z1�28-276 Stormwater 2� - 1 4 / d ----- - ---_-_ r,�o / 6 Management 3 4, ',f j N6°19'22„W �\ 7� E245 ---____-_ -----____ ------- ---- v c./ �+- <n Easement ! ('l` '+ ,It Co 45.22' /'%.' �� DB 1814- 34 c° 10' X 20' m wa / f New Stor tern-''" �� E73"-- r I ' Management '35"W ,� ,f IF ' �' ,`'� PDE / ( 9 ment .! ' TMP 78E-.8 °/` 3 35' fro _ r_ _ f ---�` _ ,4 1�c�, �1 -'' %f 1 1 /� Maintenance %1 N75f4213 .�_.._= , Fontana Owne7' `o 2,53- f ��' 41�r'` `` i �`' '"- r,- C89 f 6 // Easement CV r Association s /1'6. - ,,^ ,�D� j r' `w/ �% iatioJr ,.� Inc. �V75°4.�'13"W � IF F X2:17,���' c� f �� I %f ' 10' X 20' ,1 4 DB 1896- 17.54' IF 0°00'013"� �h�° �v�� ! / o PDE _tom 9 -- _ E100 E101 % 85 3,3E IF / / IF 99.7(0 ! _`_ E57 56 _�% ,;' I 8--------m ; Fontana --,s , 1 Owners .41' f xist. Stor `t L # '�ECDE59 E5r-.___w_.-._... � _..- Existing 20 � ��, �'�� � �g i/ mwater �`` fr, tip, . f w Residue B ----------- V653'5 "W Management Portion of TMP 78-12--_------------- . �`'�, -E242 E52 X76 p DB 1814-34 �1° --'' 225.78' Area "X" Maintenance / % O'('PDE DB 2649-024 w 18.77 Acres `� % To be Relocated OLIN f -- -----r--' ___ -_- --- --` Portion o `r �' f� E17 / ---- - o •�N f TMP c , Easement �, `cam <o/ ( O Zoned: R4 4,f�o �, ca ry (Includes Area "X" C'�°��j9 ^/ ^� N71`4%.21'E 7li 11 DB 3505-272 C99 �vf ��� o� �h/tx / / f /f � � w ��` �� ��'S9 / s 1513.44' 1.08 Acres `- / a, ' J `' ho TMP 78-58I ,� /�o N76°53' _ �% +� 55"E it ` N49°19'20"W �' `� _ N �� f , ire Apartments LP S, �„ N � 87 , /` 312.45' �-- 9B 2662-,315 -_..-._.......-...�._____......._ ,- 1 , <v � 14' / r-- ;- C�,�.w a , , r u ''�� SSfi'19 ag E •- r-- -'- it E176 �U'a o 172.70 wi 1 ' N,55°23 23 � 299.73' /i X6.7 4 X58 i1 / w`' i ' Tt�IP 78--55A6 � New Stormwatter ���F2S� Rolkin Road L� v °-- �"' ° n � ,' ; Management _-- 251.80 / `' f' Westmin� ster Canterbury j; , „ � ,iii �, „� g /'t ''+t � -....---- _N83°24 38 E <�,� E274 Maintenance �g,�, Fj2`� \s'6, E'I� X52' 41 P 2'c C4-�''`1-�, c"'j / ' �1 �f' fj' e,•� �"' y, ury r'. 68.56' ' 4� 7C75 =�� Easement / t{`j \O / iC�� ' �' S 85 ,9 E % f ( ���' ��<' Of Th,e Blue Ridge 2 ` ° Use; Residential E� -,-• �'j --'' N c� � �, � `� ( ; / `� Zoned: P N87°40'24"E ��� 10' X 20 y - ��/ ti� RD r` 60.54' N23°4 �5. _ _._ ��5 �/' S4T19'20"E `'�E209w �-\ \ E ti ' ' / Cj� E3�.51r;._ W ..,Y� ��S��L PDE 8 43 �� `�, / �`' ! C48 L=31.82' f� f'/ % DB 1594-87 C68 '\ �� 7S , Ni 40'30"Vv' E152 C83 , 4, _ 11 1 _ , `�„ C47 L-23.61 f ° Existing20' o E272 '!e, `\ 7 E 0 - %.35 ,/01 10 X 20' \ , n C" C46 L=31.82' ( N \.` -t _o --o- -o-- 292.79 �' E2 ��6, PDE J ' c i (\'°.\ Drainage EasernSnt _j L= 5287 1g�'a, -. C73 ao� - �f ff , �, DB 1814-34 `' To be Reloaate� Cn / S06°35'22"E X5.0086�� _ 370 03 �`� c, S ° `\° \ P 78-,q - • e Hotel, j Y 5 Nei S e a �\ ,LLC. �. 10' DEP r7 ��° �' � 'Y '� `. °. \ \. I -� � 1 A,/ / TMP 78--11 �, 0 � \` ` j C 224-249 wv �� � PDE N �; � _ �"� 0 7 !✓Iurt Investment Co. �,, -1 11 North Pantop� Tpw ho _ ®\°°�°`° e, �`` HC, EC uses LLC. N `�' N N S \°\, \\ �. D-8 1628-487 p141 DB 2102-281 DB 1919-443 a DB 2102-271 +0 - - \_ \� _ - Q 413 _ � �, �" �� C8 7 / DB 2860--231 Residue A DB 2088-461 `\` c}� j _ U A Portion of TMP 78-12 Use: Vacant o �' \� Use: Motel 14.12 Acres Zoned: R-6 ' Le ®ned: Hc i'w `c'�- 4 ` E185 New } o AREA SUMMARY AREA SUMMARYTemporaryr TMP 78-12 ... RESIDUE AREA SUMMARY ........... 57.88 Acres `•� '-v fi, °1 v�°°° ;/ 5 TMP 78-11 - cn �' Plus Area "X" Residue A ............. 14.12 Acres C14 L=36.77' 6.56 Acres Gradin p 1.08 Acres „ , Less Area "X" e , Less ROW ....... Residue B' .......,.... 18.77 Acres C15 L=16,42'. i �� , •° ° 1.08 Acres Easement �' ���38 4.29 Acres Residue "C" Less ROW`,.., ' Totai! Residue 54.67 21.78 C16 L-30.79 C42 L= 28.03' / cn Acres Acres / Residue.,....•,....,, ~¢ Acres Total Residue .,.... I- / 4.74 Acres Q 54.67 Acres N34°07'06"E 6.79' - - IF N55°52'54"E 39.03' C40 L=3� 4Q' ell S41 °12'13"1 IF_ 1a3p 1�"W C12 , 531 °24'10°E 16.9 ':° / Q 19.94 N62 _., 9' ) tet/ C az E25 % „ ,' <v iF IF ..___ S49°14'46"E 1 e S31°2410 E 8.65 231" f ' IF F,r 68--, 8 369.081jj' .:r..�--°~._ ""`".1. 553.55' IF C121 W N34°07'06"E 2.27' S58°�5 �Q�i N61°2 Je IF 1 ' C66 L=51.38' IF, f C12021,50 � 151.26 2 a / N55°56 55 LO C17 L=33.61' co f' 1 .y - TMP 78-10 `> o , C3 N63-13'22"W_ C18 L=16.89' " i 27' IF EA � CARM. A° Auto 3 u erstores, Inc, 31.96' C19 L-37.21' S w/ 3'S5'°W 663 r i o9�, ` S57'02'06" E Zoned: HC EC ' N06°17'07"E � TMP 78-5 , �o d' � � IF g5, 35.74' �., �� ��� a �, "' S ,,���' ��� IF ; 134.90 N 5D2 �, fF IF C24 C23 IC86 M `� N Central Tel h DRAWING INDEX S1 of 9 PARCEL OVERVIEW S2 of 9 PRE -DEV DRAINAGE AREAS S3 of 9 PRE -DEV LAND USE S4 of 9 POST -DEV DRAINAGE AREAS S5 of 9 POST -DEV LAND USE S6 of 9 SWM#3 DETAIL S7 of 9 SWM#2 DETAIL S8 of 9 SWM#1 DETAIL S9 of 9 DETAILS Virginia, p one Corn L-58.76 N , n o o w Vir iniah Inc. parry o f 1 Q IF k ����`� �� y TMP 78--12A �� „ o S` �� ! C67 i S tilse: Communication Facility.. Montessori Cpmmunit School N47°1451 L 0.19 G2 N L=53.76' 2�b y IF C22 73.15' i �� i r � ,,. Zoned: R-6 `t DB 2943-364 C21 ����, Lo U) ` } 9s '� DB DB2941-185 TMP 78-55A4 1 'E 1528-718 ' DB 2482-343 o� „ North Pantos Townhouses, LLC f ' Zoned: HC, EC � � 5 .�52°51 48 E C31 P 1 1 r , „ TMP 78--55A DB 2088-461 S69°46 27 W 1, � 89.11' L=36.26>, i ��ti bye C3a 1 Use: Vacant 1 44.99' Westminster Coanterbury Zoned: PD -MC, EC i ` Of The Blue Rid e -_--..._....._..- --- ---- ....... - ----- --- DB 1502 -503 q t Use: Resid!entail N4735 15"E 78-Par.12B I ` Zoned: I�'RD 41.34' �t N 3-D Pantops LLC 1 DB 2801-57 or 1.752 Acres TM 78-55D TMP 78-55A2 G� �. _ oned: C-1, EC '.�..I Nigel Bray ti, Corvert Ifathy Flynn DB 1515-677 DB 1791- N54°26'27 E 274 46.09 rr- C28 ` Use: Vacant Use. Restaurant i I Zoned., PD -MC, FC N47°35'15"E L=59.33' j Zoned. -FIC-EC VDOT MON 203.65' C27 N49°31'54"W t Route 250 L-51.74' 39.27' ` _ -._ Richmond Road `- Variable R 100 0 ton 200 300 /W SCALE:1 = 100'�- NO. DESCRIPTION DATE Cnty Comments 77-6-. 3 Rev. DA 9.19.07 4 nty Comments 11.20.07 5nt Comments 01.07.08 6 nt Comments 02.11.08 W 1 v 00 c) � a o z v � c�S (z) W C� rJ co CD T T m f'� m <� o C-) U 0 o 0i n� Q o O � 6 o d Sheet No: Si all P W Q) � c�S (z) W C� rJ W f'� <� CD U 0 n� Sheet No: Si 4�1 00, 01VIOV A, 0 SO S 4\40FN V ISIONSIV N- - ---- -4 '40V - --------- Z A 'Tizne 91 ,/ IS14-1 ji - - ----- Path --- Z' �.j 90, e------ Z Pond #1 Point of jknalvsi,.; j N 4. tt 'Ile U.S. 50 v t ........ .. . 1 -0 I A\ Q) DA F(DA—Font 32-85 32.9 Ac. Tc, ,= Tc=45mW 0 A— 1 PRE 40.90 Ac. in = 219,w, 10, / If \N\ Note' The of Concentration for SWM#2 from Original Calculations Performe'l\ ' by Gloeckner Engineering DA -2 PRE 112 Ac, Te - = 30,rni DA -3 PRE 26.6 Ac. Tc = 17minp - ----------- jlf \. \151}1 \�\ .�—Q-.._,G - --1 --C P .. . ........ < t yJ111Wo NNNOX0101 .�a I(tXNS W k'- --- - - - - -------- — ti J) ---------- ...... .. ... . .. oNN I ME te: 2- I- -kpLjncIudpq, PA -3 ,P E L- NO. D a) U) DATE RL > C) 3 Rev. DA C co co to E 0 C: t3 rnty Comments, 0 -5 6 C > 02.11.080 E 0 ol, Gi TIMOTHY R. MILLER Lie. No. 30542 LL- S 8101VAL NO. DESCRIPTION DATE —7—Cntv Commen—ts'72-07-ff 3 Rev. DA 9.19.07 4 Cnty Comments 11.20.07 rnty Comments, 01.07.08 -5 6 lCntComments; 02.11.080 LL- co QJ o CD c3i b3 (J CD 0 C� C-) -------- - - 0 1 N Ny 71 U 0 j E e!` pr4 (Z) -- — --- /,I IV V 3/ NL > .. ....... . s�— > 200 0 200 400 600 Sheet No: SCALER = 200' M ,,,e 'Ile .0 _9� - JJR— 1 ture Uncontai 46.3ae r—n Qi A-11 I F, ........... N ---------- X --- - - ------ f �q DA -2 Ashc roft Woods/Brush`� < 27.7ac . . ...... . ..... .. . . .......... A DA -2 v 17 C013 T Fontana W oods/ 38.2ac X Y Woods/Brush 32.9ac Ashcroft —2 3 C=0.39 "Note: ac; C=O A — 2 Pre Includes D �r 67- X > > > �X.,/ X/ P, K7- �X P n b/ z,, %kt," "A DA -1 Commercia A f p 11.4ac h, r C=O,Z L 'PI, I l," Al A. A k� d ____7 r___ 77 1 U,S� 40 W k * OF D —2&3 A u rush, xor Woods/B 7 14.3ac LN C DA -2 -- - ---------- Luxor Z., s oods/Bru h� 19.4ac C=OX. ........ w estminster 9.1ac # A D Luxor Wo o ds,I/Brush,,,, f40.4ac =0.30 f DA -1 TAIN _A401111essoris,", 5.4ac 50 ,j —V ItA f I -------- -- . . ...... . . 250 I U -S, 250 E < > LJ Z_ 0 U 0 > y, '5 1p J(C- H ac. 6-) TIMOTHY R. MILLER Ue. No. 30542 ONAL �kk(l Revisions: NO. DESCRIPTION DATE 4 MILY %,UFfIff1trILti M ,,,e 'Ile .0 _9� - JJR— 1 ture Uncontai 46.3ae r—n Qi A-11 I F, ........... N ---------- X --- - - ------ f �q DA -2 Ashc roft Woods/Brush`� < 27.7ac . . ...... . ..... .. . . .......... A DA -2 v 17 C013 T Fontana W oods/ 38.2ac X Y Woods/Brush 32.9ac Ashcroft —2 3 C=0.39 "Note: ac; C=O A — 2 Pre Includes D �r 67- X > > > �X.,/ X/ P, K7- �X P n b/ z,, %kt," "A DA -1 Commercia A f p 11.4ac h, r C=O,Z L 'PI, I l," Al A. A k� d ____7 r___ 77 1 U,S� 40 W k * OF D —2&3 A u rush, xor Woods/B 7 14.3ac LN C DA -2 -- - ---------- Luxor Z., s oods/Bru h� 19.4ac C=OX. ........ w estminster 9.1ac # A D Luxor Wo o ds,I/Brush,,,, f40.4ac =0.30 f DA -1 TAIN _A401111essoris,", 5.4ac 50 ,j —V ItA f I -------- -- . . ...... . . 250 I U -S, 250 E < > LJ Z_ 0 U 0 > E 0 .M*.�g 1p J(C- H ac. 6-) TIMOTHY R. MILLER Ue. No. 30542 ONAL �kk(l Revisions: NO. DESCRIPTION DATE 4 MILY %,UFfIff1trILti 1/-,UQ.UV 3 Rev. DA .9.19.07 4 nty Comments 11,20.07 5 nty Comments, 01.07.08 6 nty Comments 02,11.08 cc CD I,- 0 ME M CIO _U cy; CD �3 U� C-) CD C:� (t (Z) 0 CD E-� 4� cze ISheet No: ururr -pa L T H 4' TIMOTHY R. MILLER Lic. No. 30542 im I P P17i Q i n -n cz - I NO. DESCRIPTION DATE 7— nty Commen s 3 Rev. DA 9.19.07 n y Comments 11.20.07 E64 nty Comments, 01.07,08 nty Comments102.11.08 CP CD u 0 00 i�rl i71 0 (D i ti 7- �7 � C) F4 0 C) Ln r7 ai� ei cf) cd cl C) Nd=mmd 200 0 200 400 600 SCALE:1 " = 200' Sheet No: LWAJ Wim (Z5 CD u 0 i�rl i71 � C) F4 r7 cd Sheet No: LWAJ Wim - ___ Post Development Rainfall Intensities -Intensity -Y; - Area 2yr Intensi-ty TOT -.--.--- T;:' 100yr Intensit -Drainage DA-1 2.93 in/hr - 4.' 13 in/hr 5.96 in/hr DA -2 2.56 in/hr - � 3.65 In/hr 5.30 in/hr DA -3, 3.42 in/hr .— 436 in/hr 6.82 in/hr Fontana Pond —_ 3.42 in/hr 436 in/hr 6,82 !nAir I itained - . 2.92 in/hr _._. .: - 4,13 in/hr _____ 5.96 in/hr I ___ Drainage Area DA -1 - Area Acreage — _ % Impervious Required 4xWQV I DA -1 Fontana Pond 32.85ac I 25% 59,623ft, DA -1 Fontana 2.20ac 257, 3,993ft 2 DA -1 Undeveloped 4.60ac 20% 6,679ft2 — DA -11 Pavillons-I — 6.80ac 50% 24,684ft2 DA -11 Commercial I 23.35ac 1 90% - 152,569ft' L_ Total Reaulrqd __M� ' 4:7,548W 2 ___ - — ------ Drainage Area DA -2. ____ Sub -Area Acreage -_ -_ % Impervious Required 4xWQV DA -2 Pavilions -11 ___ 4.20ac 27% 8,23W DA -2 Pavilions-] 17.10ac - . 54% 67, O�39ft2 - DA -2 Commercial 11.25ac 48% 39,2001:2 DA -2 Fontona 36.40ac ______ 25% 66,066ft2 DA-Undevloped 4.00C 20% . 5. 808ft2 - __L_ . __ TOW 186,35oft, 1 F I 11 �1 Drainage � _____________ I i 0 Area DA-.'.) I ___ i; - __� 1: 1 Sub -Area i — I ----,-i - i __ - I % lmpi�rvious Required 4xWQV ' i I----------------- I-- 1 ��__ �� DA -3 Westminster ! jI 4 111111111111111111111 I - QMw4iiII11111111111111111111111 .1 . . 11 I I I I I III 1 M-2.711 In I I I �ZAMU;21 �� ­�� "I'll "I'll 11 � � — I I I Total I t _________ i ;. - I-— � ­_ I � _____ - ,-- ___ , I i li i 'i I i I I Water Quality Volurries Providecl i i :1 � I ,- —, IF I I li SMA Facility __ I � WQV Provide(] : i ,L ! I Z _____.__� * ______, .... � ; ­ _j - I L !Kj�� I I . I 11 --v' ------ � I --­ 6 1 1 \-, i I ___� I � I I I ,, I %. 11 ,�� I\ \ , I -91 ;-, ,�, " .,� , / --I- " �,, , , � 6.- -�-��-j r,,e ,,e _�'. / / ,_ , " '011, 'oe �� -,Dr, / -�I-r/ / ,_ . �_ Uncontained Area is Part of Avemoore Development and will be Required to I Provide Stormwater Managment I on Site.' A , \ " i \ " \ \ " \ ,-,_-� .e, �� � --',� , '­' I ,,- ­ -- \ � � 'I \ 1 11_��_A, , I " , _ ,, I 1, 11.� I I � I T__'f?_1I I I I 1\ I � ��, 1 /��,I,i-�­ , 1, / 1'r .;-" `\ .� ;I.; f- i j " " 4, '-, _, , I I f I ,,�t­ I � I - I -. - I I.\ -,, I ­FI�. A- �_�_ ____ \ \ \ \ ------ - - - : ' "_______ , _�__,:,N_ \ \ ___�,I/'V� ..... . � `-1, _�� �,' , , __ ,\",_,________, 'I., - __�,,� .._ � � , - �_. _____ >,�,; � ". 1�".1._-_"_1.111_­.0 I.�, ", "DA -1, heontaine 11 * 50.9fic. �, ... �, _:,r.C=0.36 ­­_: _ " . �__ _*_` __ �� --s--e". *.,__­__ '; " � � _1.1,4�_'1,7��-,�� _-_- - ___1 -,--, I--, 0',-- �-,----- , �, \� X.,\� ,-_._.;L- I ,,/1' I` X­ ���\,_t_ '1�1 11 <' �� "I, " I'll, . I,- I,- ,/�, , - I le 7�:7 ---j--\0 , .bl. \,--,- 1'�, 11,� ., \ X -� ,\ ­­­-,­,/ I I \., � 11 ;.31_ 1,-?-'\ x 11 I , I \, , I\'-,, , / I- ,-,-' ,Z-1, / / / . 'S ­� 1�\ ,_/I / � II,/ -,,- DA -2 ---,, " I` . 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I ---.--" - .K, .11 �.;, __ ____� .1 � - _ _./ C) ct , - , 11 Y __ ; � --- �,1____,_____ , _I". .; .., 'Il _­ - I � �. , 111"'A I' , I .­-, ___, . ��, "'..­�_ >.� rl ____ ___ - - �, , - � - ----- I-- v - ------ j��- ,/ '. `-�:, � .1 , - - , " ". ,I � .. �D r_., � ... . . .... __` I. . - , � �­_ ­ ---- � --- I—- ...... — ­­_- _ , � ­,�., I.- (D ­ " ��­ - .1.1.­­�:, I , ,.._,­___Z:'Z,.�. - - - .--___.._.__17- .1 �� - - 114 Cd � �Z�___ ___ , �:�_.__ __-.1 �= \U.S. 250 `\ 11 � �> ----\,— ., "I U . r -q ) ; ! ------,I— 10) -.__-..1.. I U.S. 2�O 1 \ 0, = .1 ­m��� � , — `_ ,-- I "..- ,�­ ­­­_ <_ � , El- �, -, - I . -, I _­ -'- I `� -11., - > "-'--'--' "' ­­'__­ ­ ". .1* I " , I", - �� , I �" '?­_ . 200 --*----I- 'Go- -, __f .­ 0 , � .. � " 9 ;Sheet No: I . I - __�__� 1__.� `_,___ �, I 11,� 1, "' � / % ,� - _,__11 \ / ,L,-- `�� , -------.\- ___­ I ,,, � , I - ". ."I r,*1 P-1, �)_j ___j I " IE III1. A geotechnical study of the soils to he used in constructing the r embankment as well as the embankment foundation must be completed. N CO < .......... A geotechnical engineer certification of the adequacy of the foundation ry and soils to be used in the embankment is required before construction begins, Send all geotechnical reports to the County of Albemarle IDepartment of Community Development, 401 McIntire Rood, Room 211, ICharlottesville Virginia 22902-4596, --- - --- --- I2. A geotechnical inspector must be present to monitor the construction of the embankment and test compaction. The minimum compacted CL density will be 95% with the moisture content within 2% of optimum. 0 0 Compaction reorts must be submitted to the above address. > requirment specifications of Minimum Standard 3.01 of the Virginia 3. The embankment must be constructed in a manner to meet all the 0 C Stormwater Monagment Handbook. . // I _., '-_ t '� \1 - I :11 - - 4 stru ement, < . L-7'� -0 -0 2 E -p Ib amJ0 t'_ yl). 5 IINew Storm�at(��-\ IrL t 01 7 Management Fac IISWM-3 WSE SWM F acility Easm�ent to be Dedicated to,,Oublic Use ILJ IIIII7 - - ---------- --- --- II7 4W Ar N Ab IF reb IZ III ­6n --ch ic- n A-auat NO. DESCRIPTION DATE IP alLComments +� ."ur//m/ Water �- 4 nty Comments 11.20.07 Elevation _- 1 N/A 12" 1211 �+ .- -_` cc CD /112 L 02 0 CD C13 C-4 CD CD Q -,` 0 ---- ��,_----------- � yDOT Std. ST -1 �te`oy uny to be o.ro�dedNOTE' _ N U 18" ----- Hand ���- " | ! Aquatic Bench ' /) -��- � in the structure. 3 2. It is the responsibility of the contractor | ` to insure that all joints are watertight. 8 8� ` Corrective measures will be the responsibility ` of the oonhonh� � /~' '-~-- ,~ 2.5 � �� y /, ',--'~- ,,----- Contractor shall provide shop dwgu forRunt Proof ^��~^��` the outfuU structure. «"/,° q+n", /// /' ' ', ''~ Support ^ ^ /Fl4- /n /'' . ^ `- �// ^- / / ' / � �^ , 4' Diameter ^ ^ | 8 �� �� // / / /,' /.^ ,^' _~'~ 0 8^ Perforated PVC -\, | U -�-- | �nncr te 5tundo�a \ � U Z---- �F Valve Stem Rmn 6" Gote Valve Stone � |�h Uom ot-� -#6 u«'a at NOTES: 10" O.C. 4� 0�C' 1. Contractor to reconfirm o|ovmtiono of Aquatic Bench one week before / planting to ensure proper elevations. The Aquatic Bench should be be NOTES., between zero and one foot below the normal water surface elevation, �' , 1. Concrete shall be 4000 psi. 2. Plant all! aquatic plants bet��een April and June 15^ 2, If the pipe is placed in o trench, than the sides of l prior to planting re -spread �three to six inches of topsoil in the areas the orod|n ohoU conform to the trench. to be planted, If insufficient topsoil exists, provide wetland mulch such � [ ^ / --------�--- \ | . � that the combined depth of topsoil and mulch equals three to six 6" Class 53 DIP �ohoo 4. Any plant substitutions nh«Ube approved by the County Wbt*np@.-Resource Official prior to p|g. IIfor Riser of 1 N.T.S. U � Plants to be placed 0O 1 ' �*n�nrS / � ! KEY MAA BOTANICAL & MINIMUM WATER COMMON NAME CALIPER DEPTH 10UANTITY PLANTED IP _~ +� ."ur//m/ Water �- Virginia Blue Flag N/A ~~ Elevation _- 1 N/A 12" 1211 �+ .- -_` Sheet No: /112 /// /' ' ', ''~ Support ^ ^ /Fl4- /n /'' . ^ `- �// ^- / / ' / � �^ , 4' Diameter ^ ^ | 8 �� �� // / / /,' /.^ ,^' _~'~ 0 8^ Perforated PVC -\, | U -�-- | �nncr te 5tundo�a \ � U Z---- �F Valve Stem Rmn 6" Gote Valve Stone � |�h Uom ot-� -#6 u«'a at NOTES: 10" O.C. 4� 0�C' 1. Contractor to reconfirm o|ovmtiono of Aquatic Bench one week before / planting to ensure proper elevations. The Aquatic Bench should be be NOTES., between zero and one foot below the normal water surface elevation, �' , 1. Concrete shall be 4000 psi. 2. Plant all! aquatic plants bet��een April and June 15^ 2, If the pipe is placed in o trench, than the sides of l prior to planting re -spread �three to six inches of topsoil in the areas the orod|n ohoU conform to the trench. to be planted, If insufficient topsoil exists, provide wetland mulch such � [ ^ / --------�--- \ | . � that the combined depth of topsoil and mulch equals three to six 6" Class 53 DIP �ohoo 4. Any plant substitutions nh«Ube approved by the County Wbt*np@.-Resource Official prior to p|g. IIfor Riser of 1 N.T.S. U � Plants to be placed 0O 1 ' �*n�nrS / � ! KEY MAA BOTANICAL & MINIMUM WATER COMMON NAME CALIPER DEPTH 10UANTITY PLANTED IP Iris Pseudocorus 3" 290 Virginia Blue Flag N/A 290 1 N/A 12" Soft -Stern Bulrush � WM 3 � Plants rUat be planted in aquatic bench where Set Volve in `3'000 P3| W�'\ | TO SCALE :1-ustatic water depth � less than specified. c\ 1 Of i C�e Sheet No: /112 � WM 3 � Plants rUat be planted in aquatic bench where Set Volve in `3'000 P3| W�'\ | TO SCALE :1-ustatic water depth � less than specified. c\ 1 Of i h� l 1 --„.,-.._-.L-., `. �• �-,,,, .,tip-..._-, �'`` ,,` ....,} .. I .../ __ �.\\, `, 1 _ i ( ti • \ , _ , Exist:. Roue ll '� _.._ E 424.41 '~ .__, --'__ �_\ ,�. '\ •,, ,\ ♦,;� �;,, \,�' \� �t \\\ ` t `t f, t ;t _ BF _... , + , ,1 l 426.61 (Ffot�'sA Corner) ot� _ 424.10 - - *' ` \ \ l'�tc`C Sh .X x (Group I \ �'1 , , 1 t r 1 I W LA fiJl�'V ?' 1 ` dry S w , _ •':,`ax:, SjX V i t � / •_.”-._. �: e:::-- __ ____—_..________..--__._.__________._____-.._______ _ I x 42? 74 _ ---- x X21 79 --x-4222g•=_._ F H. :.4 `' - Type to �be fro ed on this , _...._.. ;..--Sectmn-"of Emergency Sill ay �,�,::.,...,....�•.,."""'"'.w�� ``-.,-, :-:-;,_—,__-_-_,_,.._._,,,,, i gyp„\ ~-_ � __„\ , \, ,. � c ,., '\,....,. ',� \\ {ll t I �`1 .._----" \.� ♦.. Rapo`>�e?rovided r _ .._ _. l on t' is Section mom= l '1 \ �} l t 1 jj :.:.. f _. _. \"l�~\ '� .. y __--------`-_•----�-.._ .�_-._may=..--'" ''-� ' 'f .` i "'".�'" � r"` i r` r stip Rip -Ra Outfg 1� -- i g __. ,___-_..•_._.__.�. -_-:-.�_„• .._ -._ .., .. _ _ ._.. �---- 1 . , ,r _ -4 Wide \ \.... 1 Locate- �� ��__ _ : _"•.-__ _ % 1 .side- epes.' j _ `'\ \ j , _ — _ ------- o rN-ew--t-e-finergeE y^�5pif1 a ----] 1----- 18" Normal Water Elevation = 434.84 Typical 10'x10' Planting Area NOTES: 1. Contractor to reconfirm elevations of Aquatic Bench one week before planting to ensure proper elevations. The Aquatic Bench should be be between zero and one foot below the normal water surface elevation, 2. Plant all aquatic plants between April 1 and June 15. 3. Prior to planting re -spread three to six inches of topsoil in the areas to be planted. If insufficient topsoil exists, provide wetland mulch such that the combined depth of topsoil and mulch equals three to six inches. 4. Any plant substitutions shall be approved by the County Water Resource Official prior to planting. 5. Plants to be placed on 18" centers, 1 !1 C`�TAT-kf //0 A ATT A+TTP DT,,xTr,T-T nT AXTITTA.TO Tl T, Aquatic Bench 101' _�. l.A ?l I D )i r A [ F S \l l...H I•✓ E._ I.m *MAX BOTANICAL & MINIMUM i WATER :QUANTITY KEY_ k COMMON NAME CALIPER I DEPTH PLANTED IP Iris Pseudacorus; NSA 3 546 Yellow Flag Iris IV . Iris Virginica Virginia Blue Flolg N/A .................. ... ......................_......... 3" 546 .........._..............., I NL Nuphar Lutem N/A 12 1637 ...._._ ........:.........._........... ; Spadderdock ...A....,.......12 ....... ;. ........_............... ... SV I Scirpus Validus Soft --Stern Bulrush 1637 * Plants must be planted in aquatic bench where static water depth is less than specified. 100 yr Elev = 440.15 10 yr Elev = 438.13 2 yr Elev = 436.87 Crest Elev = 434.84 I UI IU UUIIUI II Top of Dam - Elev = 444.6 Embankment and Outlet Structure are Existing I I I V -)U( — `tL l . / `t 30 0 30 60 90 SCALE:1 = 30' T N o TIMOTHY R. MILLER Lic. No. 3054.2 4�- ONAL Revisions: NO. DESCRIPTION DATE nt Comment6. 3 Rev. DA 9.19.0 nty Comments, 11.20.0 5 nty Comments 01,07 .0 6 ntv Comments 02.11.0 a M IE 10 �M WIN ON E= Sheet No « #6 Bars at Bars at NOTES: 1. Concrete uhoU be 4000 poi 2. If the pipe is placed in u trench' then the sides of the cradle shall conform to the trench. Concrete Craddle Detail 01 Typical 10'x10' F1ont�ng Area Normal Water Elevation = 415.0 Basin Rom' NOTES: 1. Contractor to reconfirm elevations of Aquatic Bench one week before planting to ensure proper elevations. The AouoUc Bench should be be between zero and one foot below the normal water uorfona elevation. 2. Plant all oquoUo plants between April 1 and June 15. 3. Prior to planting re -spread throe to six inches of topsoil in the areas to be planted, If insufficient topsoil eXiSits' provide wetland mulch such that the combined depth of topsoil and mulch equals three to six inches. 4. Any plant nuhSUtuLinnS nh0U be 0ppr[8ved by the County Water Resource Official prior to planting. 5. Plants to be p|ocod on 18" centers. Aquatic Bench lo' 12 * P|0nba must be planted in oqunUv bench whom n»/ To SCALE static water depth is |non than specified. 100 yr B*v ~ 41EL53 10 yr Bev = 417.84 2 yr Oov = 41723 Crest Elev � 417.80 4 - 1.75'x2l.0y Rectangular nrifi,~ |"v= m�n �....... alDI-7 TopClass IV RCP 0 2.7%2 Inv In 402.0Concrete BaseConcrete Cradle to Extend the Cut Off Inv Out 400.25Trench Inv In 400.35Full Length of the Barrel Pipe O` Diameter mu, Standpipe 2.00' | SWM #1 Outlet Structure & Embankment DetailcDL.J |� m| � '_ � m � < |E cL m L_u '`r ~~~^' ' C Min. Trash Rocks to be Provided on Elev 422 On all Pond Outlet Structures. all Orifices and Weirs W Refer to Details on - � Sheet S9. D. 8 Y2' 0 O Trash Rock EW -11 Inv DI -7 419.0 Top 421 2 11 LF of 24" Class Ill 0 418.0 Pond Embankment Impervious IOUs Core .41 Normal Paoli Bev = 415.0 Aquatic Bench Pond Droin-W/Gote Valve! - 6" DIP Pipe - Pond Bottom Einv = 402.0 Cn NOTES: 1. A geotechnical study of the nuDa to be used 'in constructing the ------------------ MAX embankment as well as the embankment foundation muot be oomp|eted, BOTANICAL MINIMUM WATER IQUAIN 11 1 1 KEY COMMON NAME CALIPER DEPTH �,PLANTED I ~____------------ Iris Pseudacorus Yellow Flog Iris begins. Send all geotechnical reports to the County of A|bcmodo ,'_ -- \ �� +--- IV Iris Virginica Virginia Blue Flag N/A c�»� 1454 NL --- N/A 12" 2908 of Spodderdock -'-- -` �---- 2� A geotechnical inspector must be present to monitor the construction SV � N/A 12" 2908 Soft -Stem Bulrush * P|0nba must be planted in oqunUv bench whom n»/ To SCALE static water depth is |non than specified. 100 yr B*v ~ 41EL53 10 yr Bev = 417.84 2 yr Oov = 41723 Crest Elev � 417.80 4 - 1.75'x2l.0y Rectangular nrifi,~ |"v= m�n �....... alDI-7 TopClass IV RCP 0 2.7%2 Inv In 402.0Concrete BaseConcrete Cradle to Extend the Cut Off Inv Out 400.25Trench Inv In 400.35Full Length of the Barrel Pipe O` Diameter mu, Standpipe 2.00' | SWM #1 Outlet Structure & Embankment DetailcDL.J |� m| � '_ � m � < |E cL m L_u '`r ~~~^' ' C Min. Trash Rocks to be Provided on Elev 422 On all Pond Outlet Structures. all Orifices and Weirs W Refer to Details on - � Sheet S9. D. 8 Y2' 0 O Trash Rock EW -11 Inv DI -7 419.0 Top 421 2 11 LF of 24" Class Ill 0 418.0 Pond Embankment Impervious IOUs Core .41 Normal Paoli Bev = 415.0 Aquatic Bench Pond Droin-W/Gote Valve! - 6" DIP Pipe - Pond Bottom Einv = 402.0 density will be 85& with the moisture content within 2% of optimum. ------------ Compaction reports must be submitted to the above address. 3. The embankment must be constructed in o manner to meet all the requirement specifications of Minimum Standard 3.01 of the Virginia Stormwo(8r Management Handbook. 4�~ NOTE 1. VDOT Std. ST -1 Steps are to be provided in the structure. l It is the responsibility of the contractor to insure thot all joints are watertight Corrective measures will be the responsibility -� of the contractor. --�` 3. Contractor oho|| provide shop dwgy for --- the outfo|| structure. O' Perforated PVC Riser- W/End Cap O"Class 53DIP Pipe @)1% Min. T TO SCALE 42 LF of 80" Class IV RCP 2.7% TIMOTHY R. MILLER TIMOTH R MIL Lic. y �054,' No all 7J '01VAL Inv Out 395.6 W/VDOT Std. ES -1 Revisions: FUDESCRIPTION I DATE Hand Wheel 8 Y2 0 Trash Rook Rust Proof Valve Stem Support O' Diomutor Concrete Standpipe Runt Proof 20' Drior�ag�- Valve Stem 6" Gate Valve Watertight 5ro 60" RCP Barrell 3:t Valve in Conc. Base, (J.00O PSI Win] me Cn NOTES: 1. A geotechnical study of the nuDa to be used 'in constructing the --------- --------- -`` embankment as well as the embankment foundation muot be oomp|eted, 00 A geotechnical engineer certification of the adequacy of the foundation `-.`` and soils to be used in the embankment is required before construction ~____------------ ~r` begins. Send all geotechnical reports to the County of A|bcmodo ,'_ -- \ �� +--- Department of Community Development, 401 minter Rood, Room 211. u1� c�»� _l� Charlottesville Virginia 22802-4586. --- fn of � \ ~.----- -'-- -` �---- 2� A geotechnical inspector must be present to monitor the construction � of the embankment and tout compaction. The minimum compacted density will be 85& with the moisture content within 2% of optimum. ------------ Compaction reports must be submitted to the above address. 3. The embankment must be constructed in o manner to meet all the requirement specifications of Minimum Standard 3.01 of the Virginia Stormwo(8r Management Handbook. 4�~ NOTE 1. VDOT Std. ST -1 Steps are to be provided in the structure. l It is the responsibility of the contractor to insure thot all joints are watertight Corrective measures will be the responsibility -� of the contractor. --�` 3. Contractor oho|| provide shop dwgy for --- the outfo|| structure. O' Perforated PVC Riser- W/End Cap O"Class 53DIP Pipe @)1% Min. T TO SCALE 42 LF of 80" Class IV RCP 2.7% TIMOTHY R. MILLER TIMOTH R MIL Lic. y �054,' No all 7J '01VAL Inv Out 395.6 W/VDOT Std. ES -1 Revisions: FUDESCRIPTION I DATE Hand Wheel 8 Y2 0 Trash Rook Rust Proof Valve Stem Support O' Diomutor Concrete Standpipe Runt Proof 20' Drior�ag�- Valve Stem 6" Gate Valve Watertight 5ro 60" RCP Barrell 3:t Valve in Conc. Base, (J.00O PSI Win] me Cn 00 ~r` �) --- fn of � ~r` �) --- .~. � 0 +� �l �L Q) r� . Q) +� ;t- .0 � ���- | �� ���|�'`'� �T (l` i�`�. 435 .. .......................... . .......... .... . ... ............. ....... . ........... .......... ................... ................... ..................... ................... .. ....... . ------ . .............. . . .. .................................................. 435 Provided WQV (21-6)) C_ ............... ....... ... ....... ..... . . ... .................... ...... . ....... . .......... ............... .......... ................... 281,808ft' 42,420ft' 430 .... ....... . .... ........................ ...... ... ......... ..... . .......... ............. ............................... - - --- ------ 430 41,207ft3 425 142,805ft' a Li Mt 516,996ft' 425 420 J�......... . . . ....... ...... ......... . . . 86,844ft' 425 87 1/4 _ code 02 03 04 05 length— - - -- - ---------------- . . ..... . .............. -xis y 420 420 415 T--- — --- ------------ - --------- - . .... ...... 415 . ........ ............ .. 410 410 410 ani n 410 . ...... . .... 405 ----- -- 405 0+00 1+00 2+00 n Storryniwater Management Fccility Water Quality Volumes Facility — ------------ ­._,�-!��-----c - . ..... 8-1 ----------- - ------- ------------- - - Provided W(')V 430 Provided WQV (21-6)) C_ ............... SWM #1 430 281,808ft' 42,420ft' . ... ........... 185,516ft' 282,801 ft' 425 - - --- ------ 104,020ft' 41,207ft3 425 142,805ft' 233,948ft' Li Mt 516,996ft' 86,163ft' 420 J�......... . . . ....... ...... ................. 86,844ft' 420 87 1/4 _ code 02 03 04 05 length— 415Sntractor 14 15 . .............. -xis y 415 ....... .... . ........ ... - 410 ............. --- ------­--------- -- ---- 410 0+00 1+00 Storryniwater Management Fccility Water Quality Volumes Facility Impervious Required WQV (4XWQV)t17-2') Provided W(')V Provided WQV Provided WQV (21-6)) Total WQV Provided (6' Depth) SWM #1 1,690,837ft' 281,808ft' 42,420ft' 54,865ft' 185,516ft' 282,801 ft' SWM #2 624,411ft3 104,020ft' 41,207ft3 49,936ft' 142,805ft' 233,948ft' SWM #3 516,996ft' 86,163ft' 16,333ft3 17,1 23ft' 53,388ft' 86,844ft' 100 yr Elev = 493,64 10 yr Elev = 492,74 2 yr Elev = 492.03 Crest Elev = 493.50 2,5' Weir Inv = 492.0 240 Orifices = 490.0 Normal Pool Elev = 490.0 Aquatic Bench Pond Drain W/Gote Valve 6" DIP Pipe --, Pond Bottom Elev = 480.0 Trash Rack Manufactured by Plastic Solutions, or Equivalent 4' Diameter nc. Standpipe Top of Dom - Elev = 496.0 �DI -7 X Top = 495,0 --' Pond –J Embankment SL -1 Safety Slab to be Provided in this Structure JB -1 Base — W/Type A Tower & DI -7 Top 42 LF of 36" Class IV RCP @ 7.8% Min. O X w 0110 Impe-vious Core Inv In = 476.72 Inv Out = 476,62 250 LF of 36" Class IV RCP @ 7.8% Note: Trash Rocks to be Provided on all Orifices and Weirs On all Pond Outlet Structures. Refer to Details on Sheet S9. B— B manhole frame tw 5858" (typ.) and cover for 7, " 7 ki access 00 Kul _�j r FF III F HDPE H 22 1/4" (typ.) structural plastic E10= F structural HDPE C A A B plastic Top View Trash Rack Assembly Top View Trash Rack Assembly trash rack Trash rack manufactured manufae6ired bv--_"9 FRR14�RPPR�5 [P Plastic Solutions Inc. Plastic Solutions Inc. 540-722-4694 A 11 3 8 16 3/4 LJL-JL-i40-722-4694 [EH+H++H 27 1 2 32 7 6 38 1/41 o E 154 3/8 1 o 1/8 U U W -7/8 =5 1 �DI -7 X Top = 495,0 --' Pond –J Embankment SL -1 Safety Slab to be Provided in this Structure JB -1 Base — W/Type A Tower & DI -7 Top 42 LF of 36" Class IV RCP @ 7.8% Min. O X w 0110 Impe-vious Core Inv In = 476.72 Inv Out = 476,62 250 LF of 36" Class IV RCP @ 7.8% Note: Trash Rocks to be Provided on all Orifices and Weirs On all Pond Outlet Structures. Refer to Details on Sheet S9. B— B manhole frame tw 5858" (typ.) and cover for 7, " 7 ki access 00 Kul _�j r FF III F HDPE H 22 1/4" (typ.) structural plastic E10= F structural HDPE C A A B plastic Top View Trash Rack Assembly Top View Trash Rack Assembly trash rack Trash rack manufactured manufae6ired bv--_"9 FRR14�RPPR�5 [P Plastic Solutions Inc. Plastic Solutions Inc. 540-722-4694 A 11 3 8 16 3/4 LJL-JL-i40-722-4694 [EH+H++H 27 1 2 32 7 6 38 1/41 43 5/81 49 154 3/8 1 59 3/4165 1/8 B 176 112181 -7/8 =5 1 LED] [[Tm 5=11 11:1= 1 14 15 16 B l i 3 8 16 3/4 22 1/8 27 1Z2 FT- r7 5 —7/8 81 Z/8 87 1/4 _ code 02 03 04 05 length— 06 07 1 08 09 1 10 it 12 13 14 15 16 # IR t Frt#* �-Top of riser Note: Trash Rocks Details shown are Generic and are A Supplied for the Purpose of Showing the Trash Rocks Only. Riser Structures Shown on Details are for Illustration Purposes Only. concrete riser Steps Note. Trash Rocks Details shown are Generic and Supplied for the Purpose of Showing the Tr Racks Only. Riser Structures Shown on De are for Illustration Purposes Only. Elev. B—B J_ I A 11 3 8 16 3/4 22 1 8 27 1 2 32 7 6 38 1/41 43 5/81 49 154 3/8 1 59 3/4165 1/8 I71 _1/8 176 112181 -7/8 187 1 4 1 width code 02 03 04 05 06 07 1 08 09 10 11 12 13 1 14 15 16 B l i 3 8 16 3/4 22 1/8 27 1Z2 — 32 7 8 M 1/41 43 5/8 49 1 �4 3/8 59 3/4 65 1/8 70 1/ r7 5 —7/8 81 Z/8 87 1/4 _ code 02 03 04 05 length— 06 07 1 08 09 1 10 it 12 13 14 15 16 21 1/4" EER flDEIR UHHU A— U01A Mu 13" 4' Diameter are Conc, Standpipe sh tails I C 7 1/2 112 7/ lheight code! pj _L 02 part code= fR + width code +length code + height code Sect. A—A Elev. B` - (ex. FR080802) NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST PLASTIC 240 McGhee Road PART NO 48 99 PYRAMID PLASTIC 240 McGhee Road P.O. Box 4386 P.O. Box 4386 FLAT ROUF TRASH RACK SOLUTIONS Winchester VA 22604 TRASH RACK SOLUTIONS Winchester VA 22604 INC. 540-722-4694 PYD 48 WITH CONCRETE RISER INC. 540-722-4694 www.plastic— solution, com www. plastic— solution. corn " CWH ox, T H 0 TIMOTHY R. MILLER Lie. No. 30542 all S S101V L JA0 ONAL 0�" Revisions: NO. I DESCRIPTION I DATE C" n �30 a - M (J (D 0 CD rn < C) 4j o Ln o CD C) CCCi > C) 0 CCS Ct CL Sheet No: I C 7 1/2 112 7/ lheight code! pj _L 02 part code= fR + width code +length code + height code Sect. A—A Elev. B` - (ex. FR080802) NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST PLASTIC 240 McGhee Road PART NO 48 99 PYRAMID PLASTIC 240 McGhee Road P.O. Box 4386 P.O. Box 4386 FLAT ROUF TRASH RACK SOLUTIONS Winchester VA 22604 TRASH RACK SOLUTIONS Winchester VA 22604 INC. 540-722-4694 PYD 48 WITH CONCRETE RISER INC. 540-722-4694 www.plastic— solution, com www. plastic— solution. corn " CWH ox, T H 0 TIMOTHY R. MILLER Lie. No. 30542 all S S101V L JA0 ONAL 0�" Revisions: NO. I DESCRIPTION I DATE C" n �30 a - M (J (D 0 CD rn < C) 4j o Ln o CD C) CCCi > C) 0 CCS Ct CL Sheet No: 0 CD rn < C) 4j o Ln o CD C) CCCi > C) 0 CCS Ct CL Sheet No: Sheet No: