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HomeMy WebLinkAboutSDP200800150 Plan - Approved 2008-12-11OWNER/ DEVELOPER: Worrell Land Development Company Post Office Box 5386 Charlottesville, Virginia 22905 Phone No.: (434) 977-6803 Fax No.: (434) 977-6578 Attn.: Mr. Andrew J. Dracopoli V.P. Project Director LEGEND PROPOSED ASPtNLT PAVEI/ENT CULVERT OR STORM SOW? PIPE Q OW NWE S7R1i1C7URE NUMBER AVDN^xu Aavmw h7N09D BUxLVMG aEvAwN rmr MIN. F. F.177.00 OW BE LSED ON A-9*r#AC LOT AV DYPOE7P TD GET 8v&Dm (S) OR (D ABOVE 7HE 1X S7 WM EL& OR 7D OBTAAV ONP17Y SAV. SEWER (s) Dfwfs SAH UWR (D) DEWES aw,wcE IAVG4715 LOTS Wi4Y MXT HAVE DRAINAGE'- A FROVEVENN A 67ALLED PRIOR IO MX DW PE7PA1/7S' 8VAC SWED FOR TMT LOT. REGYI[AR SEEDED EARTY OVTCH WN UREC77ON OF FLOW cAvss H Taww OF EITHER OF THESE IAVK 1TES TINT PAP£ D rz Ln+Av .wr s Heccss+ar TP sulm&E ProruTKW rwrnr 6E Esn &SHED N aMY uvE L717CH LINING GREA7ER 7HW 15' 8"A TON 70 B4CK OF ANY KU FACE CURB) COWTWoW 9W WV) - WWII sEEnvnIG f - C-2 LINED D/ H —� PAVED [AHED O7Cf7 r AVLI!^AlE3 LIEPIH OF EC -2 O4 PAVED la" /NOGITES LI7N£WAY PIPE SIZE /F @--*--S4MTARY SE11fF LINE —�01-- WATER LM /� 174./ PROI�SED F7AA5iIED GP" COW E/P "WEDGE OF PAVEMENT TIC"MS1L1° OF CURB F/C "7U FACE OF CURB (A/EASURED BIC DEMOTES EtiCK OF CURB ® DIES RUAIPFI (A47 f/AAfSI7ED -� - "MS hA�W LOT Sh10Y/LD BE G 400 fOR SURFACE LY2M14GE —U. T- -GAS - PAV Off PROPERTY LINE S4NITARY SEWER WATER LINE VICINITY AIAP POOER UNE 7ELEPHONE LINE O DENOTEUNDERGROUND Scale: I OH DENOTES OVERHEAD GAS LINE CULVERT OR STORM SEWER PIPE f7RE HYDRANT BENCH ANRK L"T70N EXISTING CONTOUR ELEVATION NOTES: 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRA/M4GE S7RUCRIRES (D./. OR MH.) RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA N = 2000' 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF ANNHOLES (UPPER STA770N- LOWER STATION- 4'= LEAIG7H). 3. CONTRACTOR /S 70 MAKE HIS OWN TAKE -OFF ON THESE PLANS AS ANY OUAN77TIES SHOWN ARE APPROXIANTE ONLY 70 SHOW SCOPE OF #DRK 4. CVATMC70R SHALL BE RESPONSIBLE FOR COMPLETION AND f7K4L ACCEPTANCE OF ALL CON57RUCTON AND UTKITY LINES 5. CONMC70R SHALL COMPLY WITH VIRCINN S70RM WATER ANN46EMENT PERMITS. A S70RM WATER POLLUTANT PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEI/EWW BY THE CONTRACTOR RIR THIS CONSTRUCTION AC77W Y. ENGINEER: 'lois is a Tear aA to �44r «>(- tp 5PP aoov ;-133 FHWUeff„ 3>(ak, 'PIu11 SdC P(ah [VI Ant BEFORE YOU LIG CALL 1-EDO-W2-7OD1 PROTECT YOURSELF, GIVE 7HREE WORKRID DAYS 1407M TH OF1 /fes 6 J. R. JORDAN Reg. No.7429 \SSbNAL Jordan Consulting Engineers, P.C. 2540 Professional Road Richmond, Pr inia 23235 Phone No. : 104)272-7009 Fax No. : (804)272-7088 Attn.: Mr. Piotr "Peter" Ma tysiak E -Mail : peter@jorce.com INDEX 4 AN -1 5 OF 23 IN17W EROSION CONTROL PLAN 6 OF 23 OVERALL EROSION CONTROL PLAN PFNSE 1 64 OF 23 EROSION CONTROL PLAN PHASE 2 7 OF 23 OVERALL LAYOUT PLAN 13, 14, 15, 16 OF 23 GRAD/NG AND DR41MGE PLAN PHASE 1 17, 18 OF 23 GRADING AND DRAINAGE PLAN PhNSE 2 Aac J suti�.w4, =9 214 21B OF 23 STORM PROFILES & DETAILS LS -1, 2, 3, 4 LANDSCAPE PLAN E/6CINa-RM DEPAR7WIff ARE OfMik AC.SA VADT. &W. O FICNL BLDG. CODE & ZOWAW^ SERWZY ccno n4:__n,cn V H 0 e W�WQ> 0000 ~�Q 4 W Qoeo k��� �o�o u�U�oU \� OQOQ ry ' _-�_ ,ate•% �w� '. � �\`� � ,` \`�..\ \,\, \�\\\ \\ ,` \ \ ...:. \ \\ \\ \ \ IIIIN /NITLAL EC CONSTRUCT/ON SEQUENCE -- �-�-_ ''= __----=r _� •� `�, `, • , . , .� \\\\\ \ • , \ : �:: • ` � I `� `\ ----- 1' �\` \Zo I 1 = \ \ \ ♦ S' AN 1. 011M•SEISED BYKBE7NrBCE LINAVIY AI AE CaYnI ICM SV I MOW/ ''''- �.' '! ' �, \� \ ` � \ ` ` � � \ \` \ • • \ II III '�/Y \ _ /�-____ e+ IIAWA11 /fwrMvn/ VNRi/nW//•nV Bl ,� I� �� i � 'I /, �// i i i'��' �, � ♦ \ ` �\ \ \\ \ \ \ \ \ \ `� ,` \ ,, R` , \ 1 I III / / vl, .._�.. r, l,, f. \ �- A _ L/Y//OV�i LAJ/I14. i /'/ i-� i ,M�� �� r� \� 1 1 ' I ` \ \ \ ` \ \ ` 11 Or AE MCAM W 25D Ann ASTAL %. i %'' \ \ . ` \ \ \ `. `. P C0A6n nVW Or AQ SS , % -. .. '.� ,' .:;- p•`` ; 1 ` \ii \ \ `. \ \ ` . ��` I / 111 / r // �^ , a`\ ` -t-�- - - z ,,' / /,/,�� ��/�/ i'i %�%'///, ii. `\ \I 1 171 /P' `C�\ I/%I // // --_1_'C- •tea ______---_ 2 L>1Nn04c7r4P .SfAI[L Nt6TALL SCr FETGYN: � ,, , / � /,/ / /'% � �/; //d \ 1 \ 1\ 1'i�`, _ \ A(�YaE3S'IELF -__ �/ / /// / ... / � Ann NFT PW7FC7AW OV EJ051AM / / / / ' ' / / // ' / / / , \ _ ` ` - _ _ \ J /// / / 9 \ \ \ • \ - )_ _ _ _ - 37/PUCILr0E5 AT A05IESS RR LAELNV SCT naw, / / i / , / i 'i , / \ `\ � __ _ \\• � -� / / �\ � `\ •� -� i _ _ Ann 7Mn S:AlIE7VT eis�lts cr,�IR1x,%�'w ,, � \\ -\ � ! _ ♦ �/ / -' \ OF APAi Dl11E OY/IFKLS Ann AKSTALLAIAGW ,- 1 , I / ,' ,' , / ` .` --- -� --- - _ - .� / j// :..7/. iJ -\ _ \ . . ✓ ��--- an4�P9ay caAmeAcicw \ "`c�.=---- - -- ///� I \� F\ .�. _ S7NLL AAA�ST�Ek'�RS,'1,IN'J �IfL AGY.><SS KLNY' SEMNEW 84sw 1240" wl d AAcr SCT n6AP AMO SCT 819115 AIDE / / / / , 0AEM AMAL L19MAN07O4 S'NLL OMAN�(, / , / (XEARAN^ Ano Q8A6Y+M11^ \ \\\` \�\\\-' .'.'x/ / , / ii r r / '/ rJ 1 .pYl 1 I , \ \ \ \\ ' r / / / / \ 1 �\ Mia • u //\\ \ / , / //I/ // \ \ \ i 000, 19 \ \\ h52 Ac. \`� .( ,� -- �- ��------�'- , \ \\\\\.. Yj(}q'` •916 '�- - I \ I/ -y -,I \ \ P\ \,\\ \\ \/ / , / , / ,' / /' ,•' - / - _1AL 3i 4_ Lj7G- - -� i1� '\ l\ \ . \\ .-Zi17l.IE3�Q°LIN-- - -- / i� III o -oaov oil I0, IN F. , + / / / / / I / / ,' /' �Illhllll II� \ \\\\� - ��%2 - • / ,OLE/PALL \ t\\\`\ \ 1 I \ \ 1 = ,r / �----- � ��,` --- \�"� 111111 ` \�P\\ \ \ .�� \ 1 \ 1 \ 1 '\ I r l / /-,' - ,_----------- ��� \-- - - - - -- - III II� \ \ \ \ \\ �� s-�----� --= --- --- -- - LAI• L...I \ \0\� \\ \\ \\ \ 1 \ \ \ I I 1 i i i i i i i 1i / _��,, �� - Y• {, � - - - - - - Ill �\\� \\\\;\�1� "�MF� - �- ____ LF' �\ \ 1 I , / %/ / / ,{ f �RF.I,1D 11:PRSi/ A1l7E7�K \ \\\\ \\ O 49 `\ / 1 1 i 1 / I , / + , fACW S'SiNE]yL BISNLS E�DI1NJJp15 1 } -- - - DA TO Se \1\ \\\\ \" i ' _---- MOM - '`.r --lam .` ' c `\y\\�\\\\�\\ _/��y-�7��x� PAW -M �\� .�. �-j/-`, , o INITUIL lJ 18 /Rw.\ \ \ \\ ��' /fCLfR.�/CPfAL( '. OVERALL- : 87 \74,� ti \\ \ \\\\\ / r , I 1 , / / / / ����► �\ 11 i - - - _ \\\;\ --------------- -- _j/ \\ \ \ 1 / + i i� ' I) 1 I i / / , 7. -- 1 1 I I I \ \ \ Ali:-------------- / r / - I I I • I ` - - -- - - - - - \' -----__-- \\ ,\!`, 1 _ \ of 1 1 11 1 II I i / i \ 1 I f-- -: -- \\ \ \ 1 .� 1 I I ®GL4T AEASUMS• 70 61EAPPLAW 70 BI \ \ \ \ \ \\\ 1 \ 1 1 \ I 1 / / r l I / 1 •_____ __ � . ,, �\�), 1 1 \___ '��r;,_ / D144MWr AREA= 804 AC \� \` \ \�` I -^\ `\ ` \ \ ' \ S70RABE WLIW RMAM- &04(134)27- 29.090 CF. \/^.i \ 1 \ \\ 1 \ \\'\�\ \ - - - - - - --- - - - - - - - - --� 'rJ \ _ \ d \" \\ y\ _� \ 1 / 57t7WAGE PROV)QIED \\ `\• C` \\\`\ \\ 1\ \ , \ \ \ \ --------- 0,` ^ r - ` \ // +/ AREA= 7.87 AC MET 570MGE• O S".- 441 50, 1MMW- 14,450 CF. 014Y S/OYPAliE O EZEY= 447.02 14XLAME 1[i,0101D CF o i •i=��� 1 1 I 1 \- - - - - - - - - - - - -- - 1FV �`: ; `\ \ I✓ i //; NXLN/E /P£01/NPED= Z87(134)27-474 CF. 70W OF La4AN 45000 (/ ; ''--- ;- 11 I i I i 1 I I i - - _ _ _ _ _ _ _ _- - - - - - - _del --'- \ S70M4GE O aEV- 440.50,MllLW- 20,0010 C.F. - ----- ------------ DRY S%tARiAGE O EZEY 441. CAME 1 CF. DESIGN hNG// NG7E7�- 44800 .: 4 - L£\ \\\;\ \\ \\\ `\\ \11 \,% - 7Li 1471[ 166 PRMCPAL SF"NIY CREST= 447.OD 1 r,' , /- --� I I ! / / ! - - - �p1QQ DIE7N1719P/MG O1P/f7CE (8' W/ f0' 11A5�) /M47PT= 44$50 \ \ \\ �'\\ ,- I / / + I - - - - - - - - - - - - - - - -- - ' 4�OdC / % _ lXEAb10UT EZEYATXAAI- 4440D \ \`\\ 1^ - 1 _ III ' 1 _ - - - - - - - - - - -- - - - - - _ - -- -- ``' / + , ,/ 70W OF LfW= AMq� - \\\\\ \ \ t r- --' / , 1 1 1 / _ _ _ _ _-- `.\\\ \` \\\ \\ \\ `\ \\\ \\ 1\\ Ili .� j i+i' r / PRMAK2PK CRiE5T�441.75 84SW BI97TO11- 4,02.AD `\\\\ \\\\� \ i r-';` �--y' 1 - - - - - - - - - - - Y .� \ \ // /g �j \\\ \ \ \\\ -I I _ _ - -- - - --- �\ \ \ \ \ \ \ \ \ , \ I, I I l/ / gE7K47D?M a?#XF (8' W/ 10 TCW) LNWMr- 440.50 ANA SEEP COLLAR= NIA \\\\ \\\\\ / `\ \ '\ ' \ rl+' -- CLEAil REVA7XAN= 43980 84S/N B0770W= 43&00 -----�_ \\ \ \ 11 I I l l l , _ / lAIF -•�+_ _----------------- ./ \ \ \ \ 1 / ANA SEEP COLLAR= 3 O 4.25 DAN 8 OKSLfI4RG7E •?� I ' -- ` / y --- ~\\ \ \ \\\ \ \ \ \ `,\\\ 1 li ,/1, I I ili l/ % ,' 1 / �6A1 - / \ \ \ 1 4111 I / r c= 0.55 (DIURM EXCAIBI)A0W) / -----��--__ CC -- : ` �\ \ `\ ` `\ `\ \\ \\ \\ �' lI y' i%i rI i/, BASIN R1//1A01FF tc= 13 /1N/l (OLNP/AC LYJYVS7JPlAC7A7W) (:=F4/, 1p=4.7, /�s=5.3 _ 1�•\1\ 1 - : \ `\ `\ \ \ A' // r/ rll r' D.A.= 7.87 AC 01- &04(0.55)14- 15.0 CFS �/ �F--- -----�_-w----r -_�- -� ''-- - \\ \ \ \ \ 11 \II \ I/11/ l / +li / + 4% c= 0.55 OCAP/hG EXCAYA7AOW ( ) 010- 8040(0.55h.7= 208 CFS ___'\� ` \•/ -- - ( ) /1-27 ttr�8 1ls 4.5o \ \ 1c 22 /7/k/ OCAQAIC C10N/57RLA:7A7W - �6- Q045(0.55)5:3= fs2r1.1=25.8 GAS -- -- / / / / • -- . .,,, \ . \ \\\ \ \ 1 I I /./ it a, p /i% i�/ ' ," >..1 I r , , / / /ix \ \� .\ \ \ \ \ \ I 1 I I �/ j,/ / p d / ( 7.87(0.50)2.7= 10.8 Lis - Il i l I l r ii/i� ri// / f//%��� ♦ ` p/p 7.B7(0.50)dB 1'.�O LYS r �/ 0l1 7.87(0.50)45- 17.&r1.1 19.6 CRS TEA/PoRARY SEDIMENT 84S/N NO. 1 r�'� -<' ,' fes' / 3---- -- �A---- \ \ SCALE � ( / / �'\ ,' J, -_, / _ _` `,,\ '` _-- __-.\ \\;\\ 1,\ 1 I Il;f!(;,;;/; / TEA/PoRARY SED/A/ENT BAS/N NO. 2 r 1V10 SCALE x GRAPHIC SCAM \\ 1 ; / +iii %4ii' _ ►- 442 199.2 441 416 \\\\\\\ /\\ \� 1/i♦♦ -�`\ �` ( IN }E p 80' RqP ,B5E7Z 7G -447Ag 87r AENf/fER L19PA %EMPOIiARY SED///ENT %Ri P NO,`\� . F/C=44.1' 50 W/ PLASW PW - MW M/AK MO SCALE IQo OrW AO O-4?QDA - 1.52 AG \\`�\ `\ ♦♦w�,,\p\\ 1 i r % % / % % % % %, r rz2e ~ ,\ J8' MGP AWE 7LW-441.73, 8.0 L1tW7AW NX: 1.52(134X27)- AMO ELFT "\\ ` I /l F,4-4 L50 NFT SRAMW REGARD- 2750 GF. •�\ `-� O�I�X7R� W/ PLASnC PYD - 1RASY RAQY --1 F/L- 44'i50 MET S7VM6E MOWED- 2797 CF. • REV- 4316.00 \ `a lI ! % / i i r / i i r l / AEMN7DP MME r , - - - - v -------------- / % % / i% % , FA- 44050 70P Or UMA-44100 23 YR SIOBV QEY. OP) S/ORNAE MEgYNPfD- Z7T0 GF. - _ _ �TFf T4dC� S7LY iE - -per SpA( LST - - - - - - LYPY snmLAE PR171•!'aED- .;278 GF • aEN- 4JaA7 S7AAE fX79P DW % i r % / 23 YR SlA4N/ EZEI! - - - - - - - \ - fUV- 447.00 ® 4, 1.52(676 f0' �: r i i ,/ i i aFYT LMPY S7G184GE - - - - - - - - MET S7LY®A0E �• „� 1 O� &ERV I JDO �•1� % / 1�1 i l ���.- �44 • Y� 11I I I I I D".- 44150I -I I- - - III - I I •f i .- 44x50 Bnnav EZEY-442ao H"..- 44400 \ CLASS / AFL-~ I1=1 I I- 0 b �g �o 2 W 00 OV UU to 000 n V 0 _ hl 2 S J U W m e Ci o: W - za Nou rel m r y WW C CNN O O N z u r- o n 'm o �o°sVo Z U .R z �nn 111a,�' 1 1 66- NEr ELEK-4,�Q7 EZEY= 4Rft[� - 441.00 DRY /MET _ GYJNCYPE7E AACYAaP L#LOOC ElxSl 6600 L.F. Qr 24' MLp LC A7 NET SIOB/GE WET 1� •- _ 1717 GF. OF NNnER OW°LALiED W b' RAW^ rgWIS ELEV- 476.0 NOOT%� 7 -' A� Calif E7E Ailill M." ®/ OP 15 S70NE / �\ r 52 GF. Or MM? OmkWM 968 LF. Or 18' RCP A7 I_I 170(62 .4)- 1Q381 LBS AW. AN -44 .90 AW. OUT -442.78 CLEAN OUT AT (� 49' / W/ b' MNC rglV/5 L10NC fXL 2.572.5irx14k2.0- JP.J GF.(125 LBS)- 4A06 LBS S-awr 7ER CL07H __I.�-_-I-- 52(624r 312431 LBS ELEY= 4340 --- 475k4;Jk1' BMW 22.8 CF.(125 LM)- 2820 LES �/� AO AV OUT -422.00 _I 40 Rq? 303 1,217 5 LBS 6771 LB © YVP- LX�1 0 L 7CW QV SCA9E 4806+6711= 11217 > 1Q 1 7tAa- 410.11 A/ LOW PT BnT7Lw EZEY- 4120 88• M. IPq°- fab CF.(1T5 LAST 210/ [85 SDP- 05-050 - 11- 1.78—L4WS0W CRAY LaW 1 to 7 percent abpel 1)* dr&^ gel 71D—R161'AV aAY LOW /5 to 15 percent MbPe^ 7hb d 4I nw*ml nopoW, nal drevned $00 /s on nwrow to brood canwx /iagrtops Of step, w # d"hed sai As on colnex eeb aebpea PYsdYnont Lptvids. PermeabOty and ovoAh&b *lots cdl0010b' drt /sfaaeratr. Suvfecv runoff to raped Thr hazard of fraena* As sawn. TA& sal has good tlth. Thr surface Permeabe'iYy and ovo#a&k wvtr capol ars m0dervt. SwAxv rmoff b layer As nfaaeratel frIvAb and eowly tithed when mabQ but N b/wAv MLP nwdi/am. 7hs hazard of ernmwu At rnodwail 7hls sour hos heir 6WAS SUbWO Auto I I A'r N the W1 As tiNed when too wet or too ally. The s/46eaf hos low has kw &v**-swsl potent fie mot zone arteds to o depth of BO mWv*-ewe/' potnNd. Mie root Zone avtwp* to o dIpth of 40 inchwe or Inches. The oryorwrc matter content As modwat, and She not/u& form) b mww The argarre nwfter co"ttnt As rnoaevvtt, all the rondo/ tiardW Ar medlrxn. This wff wffw * Ar med im acid to S&IwI acid nsvughau4 rnvok m. 7hM sal As si"I y add to S&VAIIgY acid n"vAgha/L but r0wil rn M Nd rew&n No the surface AVvr a Vil lblb+e because Of AP001 k mow. the Afffte k"v As Iloriabla ketose Of kcal knfl. bedrock As g&MA* at As generv& of o depth of /nave than 5 feet. a depth of "faro than 60 kches, 77s sbpe and the alayay sobsa7 ars the mak knNot'ans for /fanform The kw stuangtr, the mvaervill Pelrmta 1I svbal and the oAbyay texture uses. Skpe /knXa use of this *a as o b9^74M g sit, OR o &1 for most of the subea f am the rook, NrnNatbna for nanharm uses. The kw abwogth solid facri76es, ad as o wins for naw60AW rias. Skpe and eke aby y l/m/Ys use of bhe sari for kcal /loads and streaft and tht cAl subwou7 subwal oro AhMotAau for sonNary krdfAlb� The kw stra ngth and awass BmNs excavations, fie alay4ry, moaervtwy pemneabM Sabel & MYS the use tines aim]' use Of the sop as a source of rood w of the sod for san/Yay facl/Ss. Sops is o AnNa kn for p rogrounab. The sd/ is poor as o soums of rao". W -WORT VIlIM, ,roomy, This map unh` As mods up Of onws t/wt how 2317-MPOSI W CLAY LOAM, 7 to 15 pervent mblose. Sbvngiy sbping to been used for cutft or A*ng du ft grodil for roads, hoeaft modlwrvtey steep, nary dol well dm/ned W# Typica4y nit suffmv layer /* dewkpmwnte, reaeohal rias MT+/O/co and other &w0, b uses 1TLe rive clay loom about 4' 6%ck. Ane sunWe kyw hot o modwvty kw content ►h are k guflar In shape and canhorm to prgoerfy bounddrles 7hty of orgvnk moor. 7h@ slowest pem eabniiy /s r»oabrota N hos o modavt range tom 3 to about W saes. SAgots maim/ All from 2 to about 25 OWA MW wotr copoc/l y and o Al shrink Sol polwbW.. 7hLs sod /s not nN ca . are gonaft am t+y eptvertical In of O Hooded and not pond. The seosa�yna.�t h/gh water table a of o depth of 7h, cANa an gp'•r� steno P of nxr map umY. the materia/ nays Ilan 6 fest The land cspobI cboelTMatibn As Be. The NiyAnk sal sAposed fa 8heee cuts Ar' gwnall loamy and is wry s&wVor acid. N marwgantnt grout As N. 7bb sod As not hy+l generally con wtv of wh**w mataidt of the AW^ Catoctin, Chester Cuter, Obalk hliVilerngeC Aft7tva,, WA&wvvrA,l�k,/ h/b�son or Rbbun saAb. The AW /iT/ i'. /// gY%w.b�tyO�«aL•"�"l�i \��nn\ PC Oval 01. MOM=�.,..,...j�v\"'\"♦\may\\: _ \`� \ pop \ \ \ - -�/- �,/ ,' 'f• ��''�/- / 7 ' / / /'i , , I,�,, iii i,'/ /�� /�� i /�4 \\\\ \\\\ 1 \\ \\ \ \ \ \ \ ♦ �� � `� A ////,i/./ \\ \\ I I r/ `S, \ \ 1 `\`11 I I \ \\ \\ \\\ `\\ 117— Z�\`�A,� \fnYpJw/Eent t Of ft2b& na \ poten� mew o : ` \ilk, t lie` Ord bht `K\ the O Ofam. \� \� ab' at o of nigh z\ \\\\ S/goe, law, cby�} as \� nornformn Ate t Y\ \y kcal roads meed and the call +r \ for AinNot/al for ar bh SCALE.• N. Ts. OVERALL EROSION CONTROL PLAN CONSTRUICTIM SEQUENCE z m Hilt Pii171FCTA7W 1. ONCE IN177AL EROS/ON CONTROL MEASURES ARE COMPLETED CONTRACTOR CAN BEGIN OVERALL PROJECT p'�' o r c EXC.AVA77CN/ FILL OPER477ON. DIVERSION DIKE PER /NNL4L EC PLAN D/V/D/NG DRAINAGE AREAS TO SILT 7RAP AND I� TO tel 0 0 PR07EC/A%V SEDIMENT BASIN /1 TO BECOME FML DIVERS/ON AND BE ADJUSTD AS FILL OP£R4T/ON PROGRESS TO DECREASE ON F 1 _ i L1v41GE WWX ffht'>< 517F RUN-OFF TO TO SILT TRAP. ONCE FILL OPERATIONS ARE COMPLETED AND SLOPE STABILIZED SILT TRAP /1 CAN I BE ELIMINATED. a�/i0�� w 2. INSTALL STORM PIPE AND INLET SYSTEM WITH APPROPRI47E INLET PROTECTION. iq�7P/Y� I SET m1'711C LA1Lr l M7 La67 3. BU/LD/NG CONS7RUC770N, SITE U71L/77ES, CURB & GUTTER INSTALLATION SHALL BE COMPLETED . iI ♦ —LA*04f1ll aff 4. BOCK FILL OF CURB AND f7NE GRAD/NG OF SITE SHALL BE COMPLETED. CONTRACT B4SE STONE AND PAVEMENT , ^ 11 INSTALLED. \7` rI LWIF 6. ALL SITE STABILIZ477ON AND AND LANDSC4P/NG COMPLETED. ONCE RELEASED BY ALBEMARLE COUNTY N✓SPECTOR, ,C ---i STORM SEWER SYSTEM /20 THROUGH /25A, /-TO /JOA /40 THROUGH 14M SHALL BE CLEANED FROM ANY SEDIMENT O BUILD-UP, SEDIMENT 84S/NS /2 SHALL BE CONVERTED TO DETENTION BASIN ANY RE1/A/N7NG EROS/ON CON7ROL W'^A, MEASURES SHALL BE REMOVED AT INSPECTORS DIRECT/ONS TREE PROTECAON 7. ALL EROS/ON CON7ROL MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST ED/TION OF THE VIRG/NLA ~ LIM17S DETAI EROS/ON AND SEDIMENT CONTROL HAND BOOK. . o /yQ� 111 ;` \\ `\ `\♦♦ � \ `\\ \ \ awe4sel�rsntl��`- ' / 0fb7 txW/1lpL AL5191�i >nc�- / ------------ 10 ------------ ff --- \ \ /777 / /// 1 \ \\\\\\ \ 1\111/l/ Tell ar WORK \ i /�1 1 -i ---- \ \ \\ \\\\ \\\\ \1 I L4 /jIll/l f1Y._ ,,/ �t/'�� \\\\\\`a 1P *E4* I `� \ \ \ \ \ \ 11 I 1 •///ilI//l/// ,, t S ALE � `�-------� -_- R`\\ \`\ \\\ `\ I ___/ 7` , / / / ,,-�, --- __, -\ ♦ \ \ 1111 / / If \ \ ``\\\\� \ � \ ,-- / / • � / / / � /---\`\` -- \ `\ \\ \ 1 I I I I I 11 /// / 1 I 1 1 �I �I n,,, ,,, „ I , / VELETWAOW TO CONDUCT SURVEY OPERATIONS: THIS OSS7URB4NCE SHALL BE MMI / AS MUCH AS POSSIBLE THE UMTS OF TREE PROTECTION SHALL BE FLAGGED BY ANAtq?II III III II' / AUULNED. THE SVRkl WILL 7HENH� A BUSH AXE TOOIX�? LES' /N Y CILLC M VE' BEEN PROI -ISI-ISI-I�� � RTHE E BLAEfVR /��WRS AFTER EF FTA �THFM FENCING AND � OR ATE / APRN UTILITY LINES UST UTTUZE THE LIMITS OF CLEARING PL; ASS PUBLK; SEM/ /NL7M.17ED ON THIS IS PLM! TREE FR07ECTIAN DEUNEA770N FOR UMTS OF CLIANNG.- STANLARD Ol VINYL OR -III I I PLASTIC CON57W CMV fENCE ATTACHED 70 POSTS (PRE-W£47HERED WOE G4LVANIZED 1—I na STEEL, IRON OR THICK PPIA C S7Kf, AT LEAST 40• ABOVE RNISHED GRADE 14111SPAN -I 1 I I I I- BETWEEN POS7S NO GREATER TRW 6 ON CENTER EVERY AWN POST SINU CONWV A —III -I I WARNING SAW OF SIZE AND TYPE PERMR7ID SY THE &agdMYS I _ COUNTY ZOMNG ORDIViANCE Twr CLEARLY /ND1011WES THE PURPOSE OF THE fFACE Z -III—I TREE PR07ECLON FENC/MG. ALL fVKXV AND SIGNS SFATL BE ARIWkED BY PIE _ A16WAA4RLE COUNTY PLANNING DEPARTMENT PRIOR 70 INSTALLATION! -I I I -I I I -I SDP— 05-050 IrI—I i I—I i I— PI\q°CISFD C9Y.YMC . / / / 1 / MIEiiF awT.1�E d [135 R/W 5' CONS7RUCRON OPER4770NS RELA77VE TO ONE LOC477ON OF PR07FCMD 7REES (3' % (PLATE J38-1) H� i CTANDARD COMMENTS FOR TREE PROTECTION PLANS NO LAND a57URBING ACTMTTES MAY OCCUR ON S/7F PRIOR 7O THE RELEA6E OF THE CONSTRUCR N PLANS BY ALSEMI COUNTY F'[ANN/NG DEP.4P7YENT. UNLL35 / SPECIFI34I1Y REOU/RED 70 INSTALL TREE PROTECTION MEASURES A PRE-CCN57RUCRON MEE77NO /S REOU/RED TO RENEW MET PROTECTION MEASURES ON 0 r / S17E PRIOR M THE RELFASE OF CONS7RUCDON PLANS BY THE ALBEMARLE COUNTY PLANNING .\� l DEPAPTMENT. ALL 771E PROTEC71W FENCING MUST BE IN PACE AND 1NSP6C7£D PRAOR 70 COAMENCEM£NT OF ANY LAND LISTURBU✓CE ACnVTTY HH I j i TREE PROlECT70N MEASURES SMLL BE IN PLACE AT 77MES AND PROPERLY MAINTAINED 1 / UNTIL RAW ACCEPTANCE OF THE PRCU£CT. 0-4 / WHEN THE PLAN REQUIRES A TREE PR07EC77ON DEVICE AND AN EROSION CONTROL DEMCE l THE EROSION CONAll DEME SfWl BE ON THE UPGRADE SIDE OF THE DEEE PROMC7NO11 l / FENCING. V / THE INSTALLATION OF THE 7REF PROTECTION FENCING AAY REOUIRE MINOR DISRIR34WE OF VELETWAOW TO CONDUCT SURVEY OPERATIONS: THIS OSS7URB4NCE SHALL BE MMI / AS MUCH AS POSSIBLE THE UMTS OF TREE PROTECTION SHALL BE FLAGGED BY ANAtq?II III III II' / AUULNED. THE SVRkl WILL 7HENH� A BUSH AXE TOOIX�? LES' /N Y CILLC M VE' BEEN PROI -ISI-ISI-I�� � RTHE E BLAEfVR /��WRS AFTER EF FTA �THFM FENCING AND � OR ATE / APRN UTILITY LINES UST UTTUZE THE LIMITS OF CLEARING PL; ASS PUBLK; SEM/ /NL7M.17ED ON THIS IS PLM! TREE FR07ECTIAN DEUNEA770N FOR UMTS OF CLIANNG.- STANLARD Ol VINYL OR -III I I PLASTIC CON57W CMV fENCE ATTACHED 70 POSTS (PRE-W£47HERED WOE G4LVANIZED 1—I na STEEL, IRON OR THICK PPIA C S7Kf, AT LEAST 40• ABOVE RNISHED GRADE 14111SPAN -I 1 I I I I- BETWEEN POS7S NO GREATER TRW 6 ON CENTER EVERY AWN POST SINU CONWV A —III -I I WARNING SAW OF SIZE AND TYPE PERMR7ID SY THE &agdMYS I _ COUNTY ZOMNG ORDIViANCE Twr CLEARLY /ND1011WES THE PURPOSE OF THE fFACE Z -III—I TREE PR07ECLON FENC/MG. ALL fVKXV AND SIGNS SFATL BE ARIWkED BY PIE _ A16WAA4RLE COUNTY PLANNING DEPARTMENT PRIOR 70 INSTALLATION! -I I I -I I I -I SDP— 05-050 IrI—I i I—I i I— 'o, ell or '000,/'I'i'i/ IIII' /'/' \••, \\\\ \\ �_— ����----- �'�/ 1,07 //�/'/ ,/// //,' ,/ ` \ \ F.\Qd,fXL- 70 _ jotM \\\\ \ \ BST\1 r--_-----�--�.� �AA 50 \\ \v `\\\\ 11 ` — PAgr Ar EX/SANG P✓P 6 BUILDING I AS --------- I j 1 AT V\�\ \\\\\ \I / / C/ ' 6 QIA bla b i d 816 dlbl IQ -- T- _ Gn // /' S/. ./ �\• \ � I � I I I I I I I 1 1� 1 1 1 1 1 1 1 I rl I l l l i l i i�'�\ � �� �- \ +-F-I- u n 7-H 1� �/ `�-I-� I AW _,�///--- \\\\ `X\ \\`\I I I 111 ,\ ` I I / // �/ A' �— i ANG P✓P 6 PARK/ --- \�\ �\\ *\\ �\ `\ \\ \\ 1 I I I I I 11 I I ' ,' \ \ I I I I I I 'T� I I I I I I �t \ \`. �\ \\ \\ \\ \\11 1 1 \ I I\ \ 1 ' ,/ Qal I I I I 'I \\\ f 1 �L L 1 I I 1 1 1 1 1 1 1 \\\\\\\\ I I I I I I 1 I I I I I I LL11J L J- L11J J-1 L -;L -L `\ \ \ \\\\\\�1\ \ — �-�� SFT_=41- �: //A\ J I I, rl I I I I I a—F: I=q1 I I I I +4-A- + 4� \\> v \ _ \\\ \ Y d I I I 1 I I I I I I \ \\ I �II . / / / ` / 1 i.cV - 40 tL \ v !#01 51J h 77ZAC70R SHALL ACCESS RD. ITAIN EXIS77NG {6 AND ` I 3. INSTALL STORM PIPE AND INLET SYSTEM W TH APPROPRIATE INLET PROTE,T/ON. 4. BUILD/NG CONS7RUCAON, S/7F UALIRES, CURB & GUTTER INSTALLAAON SHALL BE COMPLE7E0 . 5 HACK FILL OF CURB AND FINE GRAD/NG OF S/7F SHALL BE COMPLETED. CONTRACT BASE STONE AND PA t/EMENT INSTALLED. 6. ALL S/7F STABILIZAAON AND AND LANO5G9P/NG COMPLETED. ONCEI�iELEASED BY ALBEAlARLE COUNTY INSPECTOR, STORM SEWER SY57FM , Fl THROUGH ,464, /10, /IOA, /51 THROUGH /527 SHALL BE CLEANED fROM ANY SEDIMENT BUILD—UP, SEDIMENT BAS/NS /7 SHALL BE CONVERTED TO DE7EN77ON 845/N. ANY REMAIN/NG EROSION CONTROL ME45URES SHALL BE REMOVED AT INSPECTORS DIRECT/ONS 7. ALL EROSION CON7ROL MEASURES SHALL BE INSTALLED AND M4INTA/1✓ED PER LATEST ED/AON OF THE NRGIN/A EROSION AND SEDIMENT CONTROL HANO BOOK. 1 r.A- cno v[ w- W VJ 0 0 W VJ \.J h --I 0 CJ LJa w o (_,,, z W NN^ o U C C N N O Z 0�aooU 0 .�.]a o o °D 0 E = x U) v a 1�..y Z 41 z u O zm OY Wn 0o za s 2 2 S J C, 3 33 u U s 2 2 S J J 0 e - LOIOr 017LAV cw M91Pl/+6iCiE or AgV7E TJO '[���� /�'�[��(p7[7�{/p(���� • AAD SMIE FAA!/ LA! 6D. ES7,IArAAh M PL1P II PI�tE'Cr AAM_ MM330F �� / -1� �N Sy/ILL AAD I07NOW20M LARD DEYII.APAAENT C1 A#WYMWar VA. 229x5 w a_ 1L0AW PLAI Pimm acv N AAAOA7EA' J. 0MC17PIOU Y.P. RESILIEA AM m av 77-6DIO3 MWL V= a1E-HKF (1/2) A70r CWI -6578 —T -VIM VMOOR Lta& WW EraL#vPfn wnt A LAW Mhrrell LandQswhnont COC,. t Tax P,orcel ,%78- 1E \�k _ •. .� m / Air _ IMA ,a / 1111�7a®IBM kr.{�'sa��._► _ifs �\\ Wm MAMW RTM AO ARiA --,- ,' 4 1 P/ -J1, 32 AMAX zws jvw aP AOW AVIV[ WMI SMUL Wormll Land or1if Ders/opmont Co., C. 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PAD W/ 6iE7119M7av w/ e' MW uistiwvY Dv aC0aw 10 F BLMA lc w/ a4w Worm// Land and Qlewbpmont Co., L.C. /04G Tox Parcel 178-32 OB. 1080, Pg. 531 / r / C75b �7A6t: i�T:.a (S !off '�a /rfjl lA f r ,oP F�a166(Y�(r7 tivp�V^ r , 1 inch =7 ) R Parc 78-80 � -1 � 2 ` O S j U W / Z W m 0-4 � p r � / zo i / C7 SMS PIP C CNN F 0 ¢ o m / o a / F i //PARLEY C. d' NANN/£ R. £ASM z / P/O GLENOWW SEC. 1 C / Parcel 178-8 U Cnn' / USE, UNDEVELOPED �'S ZONNED. R-1 / ——II—I�I—I�� 11111111111111- / 11-1I1 l Parcel 178-53 W a lov GG- SDP- 05-050 \ ! \ — / / iC o mv Ol Am- / .4F Ix el 00. W.94WE ill AAO AaCZEiSS MMNT / \ \ 1111 \ \ %-Xt -----z AVlilt 31A / �2 J. x411. a 12 \ \ Q' \ \� �s�ia �+ wur \ \ \ - . i ►-a foe r ►� \ \ \ fa«l (av sza� — pierz till or 15WO — \ � \ \ \ \\ AW �rLasf AW ODF� I31. A0r/j� AM -F 137s Rq� aRfiG9E � \ ,1Y1! 's \ MN. 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O&r � S_ 2� \ 16 aff"PAtEP s l s �3E£' 3 PETER ✓Ei�FFRSA7A�urCE N/ o �,74022 512 Fr.66 \ O y /mow] z AI 0I a rA AN 0 _ _ W =!.-N �:) tv -.LA 0 \ z A 0 Yui 0 r� V U a o W v 3 U n: W z0 0 9 U MM O Lj O d N N U w m r r 0 CNN O FoI��o � y 5� 0 0 n X0 X, ywc L L , aF z 0 X ALTERNATE RPE LOCATION (SEE NOTE 4) STEPS INLET RPE _ (SEE NOTE 4) FEAR FLOW OUTLET RPE (SEE NOTE 4) _ ORIFICE RE 1 (If REQUIRED) ® STORMGATE VAULT - PLAN VIEW X11 24' 0 FRAME 1 AND COVER (STD) GRADE RING OYP) 5TORMGATE ADJU5TABLE WOR (SEE DETAIL 112) ®STORMGATE VAULT -SECTION VIEW %A1 1 02M CONTECH SbmrwYr SKY41vr /�� STORMGATE VAULT HIGH FLOW BYPASS S108MWAT8t PLAN AND SECTION VIEWS �- STANDARD DETAIL mYCromrmn IWTe dsm euae RaFr ne NW vrt ltM NAR tl[gm AM S7i7RmnuER YAqu S7ommrE VAULT HM,H FLOW BY-PASS S7RW7LREA FLOW INVERTS AHD SIZES OF PIPES CONWEC7ED 70 S70RAMAMR AND SrORAAG/7E MIUS PER 'C ATECH VORM/WA7ER S0l.WAOW6 DESIGN' GENERAL NOTES 1) 5TORMGATE BY CONTECH STORMWATER SOLUTIONS: PORTLAND. OR (800) 548-4667: SCARBOROUGH, ME (877) 907-0676; ELRRIDGE. MD (866) 740-3318. 2) FRECA5T VAULT TO BE CON5TRUCTED IN ACCORDANCE WTTH ASTM 0057 AND 0858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. LENGTH AND WIDTH Of VAULT WILL VARY DEPENDING ON FIFE DIAMETER AND ORIENTATION. FIfASE CONTACT CONTECH STORMWATER 50WTION5 TO DETERMINE VAULT SRING AND AVNIABIUIY. ACTUAL DIMM5"'15 AND CONFIGURATION WILL BE 5FIOWN ON PRODUCTION 5HOP DRAWING. 3) 5TRULTURE AND ACCFB5 COVERS TO MELT /J O n-20 LARD RATING. 4) INLET AND OUTLET PIRNG TO BE 5PECIRED BY ENGINEER AND FROVIOW BY CONTRACTOR. FRECA5T 5T0KMGATE VAULT EQUIPPED WITH EITHER CORED OFBIINGS OR KNOCKOUT5 AT INLET ME) OUTLET IOCATON5. 5) CONTRACTOR TO ADJU5T WEIR TO DESIGN ELEVATION 5PECIRED IN DATA TAME BELOW. DO NOT EXCEED 5.0 FT-LB5 TOROLIE WIrN Tlrs NnY VRrwe IMI WEIR FRAME. SELL WOR TO FRAME WITH RN 51000NE SGIANT WOR FINAL ADJUSOTMENT. 'rf I1TJ 4' MIN A� v DETAILWEIR VIEWQ v 3' 2'-r MIN LI A f A-MIN WEIR DETAIL - SECTION VIEW %B1 2 ADJU5TAME WEIR RATE (SEE NOTE 5) EMBEDMENT ANCHOR5 (1'm 24' 0 AND COVE TOP ® ELEV- : STORMGATE VAULT- TOP VIEW 2 2 02=00NTECH SbFRKFRIPT Sabbr • COMM STORMGATE VAULT HIGH FLOW BYPASS vllnn I WATER QUALITY FLOW OUTLET RPE TENI (SEE NOTE 2) •. (SEE NOTE 2) t Q SOUlIION - �^ (SEE NOTE 4) , . Q 4 �U a� ALTERNATE RPE LOCATION (SEE NOTE 4) STEPS INLET RPE _ (SEE NOTE 4) FEAR FLOW OUTLET RPE (SEE NOTE 4) _ ORIFICE RE 1 (If REQUIRED) ® STORMGATE VAULT - PLAN VIEW X11 24' 0 FRAME 1 AND COVER (STD) GRADE RING OYP) 5TORMGATE ADJU5TABLE WOR (SEE DETAIL 112) ®STORMGATE VAULT -SECTION VIEW %A1 1 02M CONTECH SbmrwYr SKY41vr /�� STORMGATE VAULT HIGH FLOW BYPASS S108MWAT8t PLAN AND SECTION VIEWS �- STANDARD DETAIL mYCromrmn IWTe dsm euae RaFr ne NW vrt ltM NAR tl[gm AM S7i7RmnuER YAqu S7ommrE VAULT HM,H FLOW BY-PASS S7RW7LREA FLOW INVERTS AHD SIZES OF PIPES CONWEC7ED 70 S70RAMAMR AND SrORAAG/7E MIUS PER 'C ATECH VORM/WA7ER S0l.WAOW6 DESIGN' GENERAL NOTES 1) 5TORMGATE BY CONTECH STORMWATER SOLUTIONS: PORTLAND. OR (800) 548-4667: SCARBOROUGH, ME (877) 907-0676; ELRRIDGE. MD (866) 740-3318. 2) FRECA5T VAULT TO BE CON5TRUCTED IN ACCORDANCE WTTH ASTM 0057 AND 0858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY. LENGTH AND WIDTH Of VAULT WILL VARY DEPENDING ON FIFE DIAMETER AND ORIENTATION. FIfASE CONTACT CONTECH STORMWATER 50WTION5 TO DETERMINE VAULT SRING AND AVNIABIUIY. ACTUAL DIMM5"'15 AND CONFIGURATION WILL BE 5FIOWN ON PRODUCTION 5HOP DRAWING. 3) 5TRULTURE AND ACCFB5 COVERS TO MELT /J O n-20 LARD RATING. 4) INLET AND OUTLET PIRNG TO BE 5PECIRED BY ENGINEER AND FROVIOW BY CONTRACTOR. FRECA5T 5T0KMGATE VAULT EQUIPPED WITH EITHER CORED OFBIINGS OR KNOCKOUT5 AT INLET ME) OUTLET IOCATON5. 5) CONTRACTOR TO ADJU5T WEIR TO DESIGN ELEVATION 5PECIRED IN DATA TAME BELOW. DO NOT EXCEED 5.0 FT-LB5 TOROLIE WIrN Tlrs NnY VRrwe IMI WEIR FRAME. SELL WOR TO FRAME WITH RN 51000NE SGIANT WOR FINAL ADJUSOTMENT. 'rf I1TJ 4' MIN A� v DETAILWEIR VIEWQ v 3' 2'-r MIN LI A f A-MIN WEIR DETAIL - SECTION VIEW %B1 2 ADJU5TAME WEIR RATE (SEE NOTE 5) EMBEDMENT ANCHOR5 (1'm 24' 0 AND COVE TOP ® ELEV- : STORMGATE VAULT- TOP VIEW 2 2 02=00NTECH SbFRKFRIPT Sabbr • COMM STORMGATE VAULT HIGH FLOW BYPASS I TOP VIEW, WEIR DETAIL, DATA AND NOTES 2 �Si0M11WATH�2 STANDARD DETAIL t Q SOUlIION - U 22 n m,rdMnnwrmm IWT£1r:iP 1tl1E.xalr nrElWEeavrm oRAYRt NIw PrOIm AM ALTERNATE RPE LOCATION Mr) :SFS NOTE 6) ALTERNATE RPE LOCATION (I'm (SEE NOTE 6) 5AL A5T (SEF NOTE 8) OUTLET BAY INLET BAY NLET RPE (SEE NOTES 516) FILTRATION BAY TOP ®EIEV- 471.82 TOP N?7 ELLV- 472.925 \ 30'0 FRAME AND COVER (TYry (SEE NOTE 4) I WILE WNL o I ENERGY STORMFILTER UNDERDRN DIS IFATOR CMTRIDGE (IYPI MANIFOLD (SEE NDTE 2) 8'x 16' STORMFILTER - SECTION VIEW (A� 1 OUTLET FIFE -(SEE NOTES 516) COUFUNG ITYPI HIGH RDW 1NIET FIFE G. MIN NOTE 7) 94 fkei U5.d . 5.322LM. .5 Ho. S.]V1.52].b WG.OZLLl! No. LG9,CM, Ib. S. '2l571, .W ORILR U.9. NO NM31 02M CONTECH Sbllr� SOIIr011{ 2Al[N19 FOOIIb 8'x 16' PRECAST STORMFILTER COMM AOM�WAT� PLAN AND SECTION VIEWS �- STANDARD DETAIL IM mrdm,,.rmn Dae BNLtl rrcNdE FIE IR1EYHIDCIMRrON tlMLMk NAY Dram AllR GENERAL NOTE5 1) STORM14LTER BY 5TORM VATER360; WEST: PORTLAND. OREGON (800) 548-4GG7: EA5T: 5CARBOROIIGII, ME (877) 907-0676; MID -ATLANTIC: EIXWDGE, MD (866) 740-3318. 2) FILTER CARTRIDGE(5) TO BE 51PNON-ACTUATED AND SELF-CLEANING. 5TANDARD DETAIL DRAWING 51OW5 MAXIMUM NUMBED. OF CARTRIDGE. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE RAMS OR IN DATA TABLE BELOW. 3) FRECA5T VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0857 AND 0658. DETAIL DRAWING REFIECT5 DESIGN INTENT ONLY, ACTUAL DINCKINON5 AND CONFIGURATION OF 5TRUCRIRE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 4) 5TRUCIURE AND ACCES COVERS TO MEET M TO H-20 LOAD RATING. 5) 5TORMRLTER REQUIRC5 2.3 FEET Of DROF FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE. CONTACT 5TORMWATER360. 6) INLET AND OUTLET PIRNG TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR PRECAST STORMRLTER VAULT EQUIPPED WTR1 EITHER KNOCKDUT5 OR CA5T4N BOOT CONNECTION5 AT INLET AND OUTLET LOCATON5. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A 5HA11OWER SYSTEM 15 REQUIRED. COMACT 5TORMWATER360 FOR OTHER OPDON5. 8) ANTI-ROTATON BALLA5T TO BE 5PECIRED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. B41NT TO BE SET ALONG ENTIRE LENGTH Of BOTH 51DF5 OF THE STRUCTURE. 9) ALL 5TORMRLTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDEUNE5 FOR MORE INFORMATION. 30.0 FRAME AND8� x I G� I Rf=CA5T CCVM(TYP) 5TORMFILTER DATA / (SEE NOTE 4) I �A. „t.� ... I .•.•.. BAUA5T (SEE NOTE 8) -- x�a.wF--..._. DRAIN . .om ..: RIM //�� M W IF0 D W..w UNDER 1226,8'x 16' STORMFILTER - SECTION VIEWFLOW, ' OP l a' •F b h A OOH h N�\ I gTZI 00 V V\ WW rz t Q U� U 22 �t� Q 4 �U a� e ph R VO Y2i y hU h�2 h2� woe oe$ 3 Q [v 8'x 16' STORMFILTER - TOP VIEW %11 '' T" N.S.'M.52]. b. 5.02].519 YBOIM U 5,b. 5.521.5]6. M CONTECH SMWAViOr SOIo 2,/ NID OMM U.S. ND IgNWI fATM15 FpfMK 8`x 16' PRECAST STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 �- STANDARD DETAIL >rz a� 505 MOM. COMRAC70I4 70 PROME S7-7 STEPS AV ALL SMV:' f iS IW7H SOLO D917H OF 4' OR GREATER 4915 4910 48 4w 475 470 465 460 455 Q b h A OOH h N�\ ie o gTZI 00 V V\ WW rz t Q U� U 22 �t� Q 4 �U a� e ph R VO Y2i y hU h�2 h2� woe oe$ 3 All 4 4850 I I I I I=1 11=1 I 11 -ISI—ISI—I�� L 445 1=1 i 1- =1I1=1I1= 440 1111111- ill SII : IID:: lag GCr SDP— 05-050 =1 I I-1 11=11I D h N�\ 211 RII � v� �t� O 3 Q [v All 4 4850 I I I I I=1 11=1 I 11 -ISI—ISI—I�� L 445 1=1 i 1- =1I1=1I1= 440 1111111- ill SII : IID:: lag GCr SDP— 05-050 =1 I I-1 11=11I D S70RMf7LTER VAULT, S70RAOr*47E VAULT HIGH FLOW BY-PASS SMUCRIR& FLOW IMERM AND SIZES OF PIPES CONNECTED 70 S70RA/WATER AND S70RAArITE VAULTS PER %VN7EC'i STORfMWAMR SALU77ONS DESIGN" OWNER/ COMAMC70R 70 INSTALL AN77-fza4rA7XJN BALLAST IF DEEDED NEC'S W BY OWNER'S CE07EC AWAL EM Maw. vzvzrpl- .✓! ♦ a r B OpIRING (TWI R dG I�'CCNIWLTON) ,1 MT[NIpRY.IM•MA1p K1pIXpVN1T Y.NL VNCrq]pC.Nfr ql dlL gM1[IeL/Jp gplIATIOH. fVAX CCNf/L7 19R NOR,1 WAIT PIR 3191dICf11Re Mq Km9 COACT ip AIRT Ne11T0 X30 Ip.D RAi1116. I52 HOIB 5.Q WARRQWIIY IddIN W f MY f3R P[[ N0R ,1 xOR E ,•,« WA 1 dL AA 2 MY MY IU PG NOR 51 (9R N016 5161 ) WEIR DETAIL -'PLAN VIEW T x 16' STORMFILTER - PLAN VIEW i O IMILf P12 EIL , 30N fllMK AND 24A3fl41.< HTg icvcr, IMI AND COVBt =q3) =NDR,I 1`]H NDTG„ NIS M•ofRM<' I UN<dN6 5TGP mn .Nn covee PTT!) ^ yuy L� \ STORMGATE VAULT -TOP VFW 2 ommNlrrnaN...rerr. 2 SrCWMLT[R LMppmNAIN STORMGATE VAULT NIGH FLOW BYPASS CART (ITP) MAIpro1D TOP VIEW, WEIR DETAIL, DATA AND NOTa4 2 NOR zt txG e m STORMGATE VAULT -SECTION VIEW A V x IV STORMFILTER - SECTION VIEW �A\ 1 omw.fEalsd..ddrr. zwm�-.d CONTECKSTORMGATE Z_ v;owu VAULT HIGH FLOW BYPASS s.l,Ten w. s.3zz.czs. (� W z a PSECTION VIEWS per" Cm tX1M,$}I91,N..1.8011.,. .dCli; �wM. 6 CoMw V x 18' PRECAST STORMFILTER S101UIYIIO� PLAN AND SECTION VIEWS ® 1 PETER JEFFERSON PLACE _ EVC. 1.M.1.....d...d...dd I.. OCCNY 2) PMR GAdfI00o I TO M 51RgNJGNNT w CMRIO ACrIYl NLMR'ed RIfx1IR 3) PRIGST VAUT m w COILSTRIICRO IN AC INedT pILV. IL1WL pApl$pM9 NIO CA 5)SIRUG AW KCGMCOLICS TO MSr 19TCIO.111LT[IC FLYxNR6 2.3 ORw G MILT AND OUOIr PxIM6 TORw w 9PGGPxO t [WIRm MIM Cllel[IC FICaWl9 pC fA` 7111fP�OC MNMAI.M CIb1tNICG IOI[ NWNfD ro R sraSAWATe role om I orr I t e) NlTN10fA}ION yI1/9r 9RCIPM .iofl6 errtxR Ixln w Born Sloe w r 91 NL 9TORMRTCt9 RCgMItC IQGIAM MAIM IMCORIM1Nx1. GENERAL NOTES OdIGW MM 5M,667: WT: 9CNmOROLION. W (877) 31& J{1CNM43. 9TNroARo MML oR/. W 91IOI.7 WYIMIIM NUAKA • M IDN 3 MMS Ue IN WTA TAell ltlb/:. MT1 ASTM fd5] /.NDC256. MNL dUWIW GN.l9 oL9K>tl RNIDPIpJIRo CYCOMRACTCI.WM=I m, eN1A9TTOMSGT nx¢. R9GR ro OPdN,iGl ANO MNNIMNNS GUIO81K91CM MOP( V x IV PRECAST STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 OlIS.. PETER JEFFERSON PLACE ® x L•tE1 75 U 15• IW IN -,Seco' INV oUf-4SI.3z s- I.ssa W ILf MY ® 6© • W IN -,57.33' 6.2VIY INV OUT -,57.° INV IN 4? 5-O.Sa MV OUT - 4m m 5-05% MV IN -,59.w' WW - 4M:51' 5 - 3.16b Om cEM1cn1 ar.r e1NI.�. V x IT PRECAST STORMFILTER AOI�MYIYI� LAYOUT VIEW WITH ELEVATIONS 1 - PETER JEFFERSON PLACE N _ OIr• dC1O. TAl NMl.M.IbY,M..WM1 00>R.. AME' CQM7RAC R 70 PROME ST -I S7Dn NV ALL S7R6 n#&cS MAH UEPM OF 4' OR MWE I? GRAPHIC SCALE 10 0 10 A p ep (III ♦Q.•,' L 111Cti = 20 a - WAM Px Noce z R dG ¢NEoa. AE PcrM 7+0931 e. CM[f dt[ MT[NIpRY.IM•MA1p K1pIXpVN1T Y.NL VNCrq]pC.Nfr ql dlL gM1[IeL/Jp gplIATIOH. fVAX CCNf/L7 19R NOR,1 i 3191dICf11Re Mq Km9 COACT ip AIRT Ne11T0 X30 Ip.D RAi1116. ,) WLf µp gRIL! Ndy: i0 eG 9I[LMD M[II6MRI[Nd P/yVIgL T' Cp111W:1dG FRCA9T 9TCIMTrt VNAi WARRQWIIY IddIN dLW gllllf M[ f3R P[[ N0R ,1 xOR E ,•,« WA 1 ^I N 2 W11LT MR PG NOR 51 OI dSxAR®1 WEIR DETAIL -'PLAN VIEW 9Rl] O IMILf P12 EIL , x Nolo n HTg STORMGATE VAULT - PLAN NEW 1 =q3) Y�S � M•ofRM<' MO CTNLt OM UN<dN6 mn .Nn covee PTT!) ^ L� \ STORMGATE VAULT -TOP VFW 2 ommNlrrnaN...rerr. 2 CONTW STORMGATE VAULT NIGH FLOW BYPASS ' sraer,.rz AgwsrAele TOP VIEW, WEIR DETAIL, DATA AND NOTa4 2 vTR P¢ RTIu I2) STORMGATE VAULT -SECTION VIEW A - 1 omw.fEalsd..ddrr. zwm�-.d CONTECKSTORMGATE Z_ v;owu VAULT HIGH FLOW BYPASS O O •-5 zEu4 (� W z a PSECTION VIEWS per" PETERETER JE JEFFERSON PLACE AME' CQM7RAC R 70 PROME ST -I S7Dn NV ALL S7R6 n#&cS MAH UEPM OF 4' OR MWE I? GRAPHIC SCALE 10 0 10 A p ep (III ♦Q.•,' L 111Cti = 20 a - LL 1 U zm CN Olt Cn o G �Z K to -iC GENERAL NOTE5 I, StCMSAR eY Cg11CC113TotlAY.'ATeC SOWIICMS; rtlC11Np. w,(Lq]19,6KG]:9CAIC�Wlg1, A! ro]]190'!li>L: ¢NEoa. AE PcrM 7+0931 e. zl:x TVNA1To EC2=M)Clm MIflgt➢Nl2 WTRI ASTM Ce3]NO ffbd. UfNL gNMIM^RIlICC19 oCYN MT[NIpRY.IM•MA1p K1pIXpVN1T Y.NL VNCrq]pC.Nfr ql dlL gM1[IeL/Jp gplIATIOH. fVAX CCNf/L7 fANRCX 9TQAM•NR9gL11CIp TO CG1eV.NK VNllT 91}1N'AND AVNIKl11Y ACIVN q,x1pJN9 NC Cd11[,fATN)IIWLLR]IYYM pI tKpA'.TIJN 911w W11Ks. 3191dICf11Re Mq Km9 COACT ip AIRT Ne11T0 X30 Ip.D RAi1116. ,) WLf µp gRIL! Ndy: i0 eG 9I[LMD M[II6MRI[Nd P/yVIgL T' Cp111W:1dG FRCA9T 9TCIMTrt VNAi WUIT[D xrtn ei1R(LI® q`dNYd qL dl%S81fS AT XYef ND q/Nlf LOGlICN9. 5)Cg11RILTq[Tp N1.V3T MER TO gSlfiN dLVATICN Y[CYmMWTA TNN[MpV. Wlgi d[4f150 E{L9 igtgle MtBI IYMlOY1Y 9GRM'S ox MtM R.MI. YN To,,Aw MTIX dN M11Cp1[9UIINf Allot dNN lABlf. 5TORMGATE VAULT DATA m ,•,« WA B V T ^I N 2 gCf g[42Wg TT1 PG NOR 51 WEIR DETAIL -'PLAN VIEW 21 ,57.33 O A EIL , 3 1 HTg MR A 1*7 =q3) Y�S � WEIR DETAIL -SECTION VIEW B +•. :' S .Nn covee PTT!) O V �. 6y STORMGATE VAULT -TOP VFW 2 ommNlrrnaN...rerr. 2 CONTW STORMGATE VAULT NIGH FLOW BYPASS S101UYIIM7B1 TOP VIEW, WEIR DETAIL, DATA AND NOTa4 2 CJ PETER JEFFERSON PLACE - W 0 VMS zwm�-.d LL 1 U zm CN Olt Cn o G �Z K to -iC W h aLl �04 45 ea e�WISEh of 020 O02 pT N I tip �$O N h M N O O Z ^I N � ry0 O O b'i 6 U O S 2 O V W m e CJ CL Coll W 0 VMS zwm�-.d C CNNt� O Z_ v;owu j C C m o n• O O •-5 zEu4 (� W z a 0 W MODIFIED RATIONAL SWM/BMP#1 L PRE -DEVELOPED GONDJTIONS(DRAINAGETOBASLV#I) D.A.=52SAC CW - 0.35 tc= 18mm JWL.F. Qa L0K=15mW 6049 L.F. 93.5 fps=3 min D-3.1, Q2=0.35(3.1)S2S=S7cfF 110=4.3, QJ0=0.3S(4.30..2S=7.9cfs 2 POST -DEVELOPED CONDITIONS D.A.=S.25AC Cw= 0.68 to=15mia I2=3.S, Q2=0.68(3.S)-f2f=125cA 110-4.7 Q10= 068(4.7)5.2-16.8cfr 3. STORAGE VOLLME(10 YEAR) Ipe= (a/(bht),�= 189.2/(12.1+18p4.7 qo !0= S.2f(4.7)0.35--8.6cfs 1(0.68)S-2 (1892%2? 1-(1514)j TC= - - 121= 50.0 4.7 EXTENDED DETENTION BMPDESIGN2 me 11 Volume oftzwo f&tum d246orus egml io 2 * Vr, where Vr= mAme 0fnmoN"8eo2a/edbydsem sbrmover theaautribdWCaW& waarshrd (offmte mm Jaeludadifav&tm mtm) Volume.' Vd =2 * Vr Vd = Volume ofnmaffdc4maad Vr= 0.5 •Rv *A •3630 Rv= 0.0St 0.009 •I l = percent mtpvvmw mutt of&e cmtiibumg aadk mftmkcd (oBsik ma mchdad ifaeditis bsk®) (espsrswadaso wbokemnbc) A= arra ofaautributaW cm&e wabvskad (oars) (onste ora iadrded ifaedit k taken) 3670= ronrasim Scmr(acR/aadm) Vr=O.5 •(0.0S+0.A79•_68)` 5.25'3630 Vd=2.6308 = 12,616 cuA DrAwbm: Qrve= Vd(T *3600) Qave = snv 8=outBowrae far drsi rd dxmbm &me (cfs) T=etmbm 6me (hm) 36047= cmversmu facrar(sawAk) Qrve= 12.616 /(24.360491= 0.15 cfs Ap = Qtrvd(0.6 * V[64.4 •Havel) Ap = "Wpwfarstim mea (sq. 4) Have = 0.5(mashaA1-m&us ofoudkwpipe) (R) 18 inch omtbwprpr Ap= 0.15 /(0.6'V[61.4*_q. 75 )J= 0.036 sq.R /past ((189.1i72.1)l-SO.S}-2.6 Qbpast3.15(2.6X1.68=9.3cfs V=[9.3(50.5) +(9.3(ISy4) -(9.3(!5)2} (3(8.6)15/4160= 10,181 cu fL F/L=445.83 - F/L=445.67 - F/L=445.50 - F/L=445.34 - F/L=445.17 - MOM 7IEDRATIONAL SWM/BMP#2 L PRE-DEWIMEDCONDTHONS (DR AAVAGETOBAMV21) D.A.= 6.07AC CU -035 b-18mm 12=3.1, Q2=0.35(3.1)6.07=6.6cfs I10=4.3, Q10=0.35(4.3)6.07=9.! cfs 1. POST DEVELOPED CONDJT/ONS D.A.=6.07AC CW -0.59 X- I5mm 11=3.5, Q2=0.68(3.S)£07-�-12.Scfs 110=47 QJ0=0.68(4.7)6.OY16.8 cfs 3. S719RAGE VOLUME(10 YEAR) � (✓(6+4^1)=189.1/(12. /+181= 4.7 qo 10= 6.07(4.7A35=10 c& 2(0.59)6.07(1891�22.I�1s/4)I Tb -121= 50.6 4.7 EXTENDEDDEMMYON BMPDESIGN2 ®UP }2 Vohweofmwedeomed24bov cgmlto2"Vr, wbem Vi voAwe ofrs ffgenamadbymem smrmov thecae tbu&Wmie wakrahad(a17sik ora mcAded Jfae*js brkm) VbAme' Vd=2I Vr Vd = Volume ofn ffdramcd Vr= 0.5 •Rv •A *M30 Rv=0.05-"0.009 •I /part=((189.2121.1)+50.61=2.6 Qbpast6.07(2.6)0.59=9.3cfa LLwitrm. V=[R3(50.6) +(9.3(15Y4) - (9.3(15),2} (3(10)!5/4160= 19392ca tT. N=Ap✓Ah N=omaberofperfaaft" Ab = ora ofach padbmbm (sq.A) padbrarim Dmmder Ab O.Smch 0.0014 0.75 inch 0.0031 1.01imeb 0.0058 N= 0.036 / 0.0055= 7_ _ 1 (incbd.'amcbrprfam6aw evenly spreadWthehdfofffiarterraFpou'itethed rret Perfcrabiaas &Jeff begin st&e facih'tytberekvobm aadmcskdl comwvd with wbe meats Mlerfr&w mdBavrJcaw (406'EC. stone). SWM/BMPR ELEVATION (R) PLAAMIETER (s9 R) AREA (sq, 4) AI+A24sgi(AJ-A2) (s9 R) VOLUME (cu. R) VOLUMESUM (ca R) 445..09 0.90 3,140 0 0 0 446.09 2.92 1gS12 19,588 6529 6529 447.00 I 13,066 35,297 14766 ISMS 448.09 I 15997 39,226 16124 32,754 449.00 I 1.9 W6 43,653 43,653 50,181 450.00 6.22 20,392 49246 64,328 70,858 PL4471C SMUFJaW PW _ 7Miii A4ff QP W-0 Ret W1 b' AM AWS pr An 100 nP_Flt�lL �E1EL'- X918 10186- 6r- CRAYr Qr PAINdW SMNIIY 2WMOW 6ELEV.=4/7.95 _ LIt7EW7ApV C W ROL ONIriG7E 67x2' SLOT -W7-AR 4FAL P& -WC -)7 F/L� 64660 6-0 d M W7BMV 57ACK W/ GIP. PAeN7171E (6) 1-0 NEEP Hma = 44100-44&00 6 2' O/CA FA- I=pcmwt imperviars eoverofmc ambibubog a w&- m tessbad(08m'k ma mchdidifaeditm mhw) (erpewwad as a whok mmmber) A= arca of"Wbu&W onsite waoxbod loam) (oKtite ata iocludedifcrrdit is bskm) 3630= cmversiao fecbr(cuAlsadia) Vr=O.5 •(0.05+0.009*59 • 6.07 3630 Vd =2. 6401 = 12,802 cult Qtive = Vd(1' 13") Qlsm = a vers8= ouWow rsk far davad debnbm time (cfs) T= eknbm time (his) 36049= aoaversim factar(sacZr) One= 12.802 /(24.36049p 0.15 cA Ap = Qvvd(0.6 • V[64.4 'Havel) Ap = total pdmmoa ma (sq.R) Have = 0.5(mer head -qhs ofmfflowP4pe) (k) 18 iocbout8owp4w Ap = 0.15 /(0.6 V[64.4 •0.5 I - 0.044 sq.R N=Ap/Ah N=bimberofpcforstims Ab =ata ofeacb prrfontum (sq.R) p"farabno Diameter Ab O.Smch 0.04914 0.75 mcb 0.0031 l.Orach O.00S5 N= 0.044 10.0055= 8 1 (rxhdWw&rprf0mbms evenly .gucedbp Ore Aafof&crLuroppat.&ebv l.PadoraWw shill begin at &e Aahtytlarekvatim aadrisershdl connW wibh wen mesh cr6/brfilsicandpaveleane(4 E.C.. shone). SWM/BMP#2 ELEVATION (R) PLANLN678R (sq. R) AREA (sq- R) Al+A2+stp(AI*A2) (sq. 8) VOLUME (Cu R) VOLUME SUM (m R) 440.09 3.21 145M 0 0 0 441.00 1 13,5045 37555 12,.fJ8 12,318 442.00 I IS, 607 40,593 27062 27052 443.09 J 17,861 43,784 43,784 43,784 444.019 I 10,167 47126 6283S 62,835 445.00 6.34 22,824 Mal 84,368 N -W F/L=4MM - F/L=418.67 - F,4-478.50 - F/L=478.34 - F/L=478.17 - fw- W -Its[ 2EL€Y= AV.&I 1018 1mmi/-aeK- ffL75 QiEYr pe PA NOW-%9E4WY 2 W SRM 6 ELEV.= 44074 6% a M W7E7W SUCK W1 W. AWME (6) 1.0 NEEP hU.0 F/L= MOO -41900 6 2' O/C-) _ &rmv N cawma 0w)w 6'ir2' SYOT (?W7DFOelILl7Y 1gLLrE7� f/L= 4 40 O1 041= 7.82 Ac ORYWGE ARE/1 O041= 812 Ac A§4#WLW AREA 4A �1 OPED DRANNt4GE PATERN SCALE 0=200' ���ZZii ,usr T1s Q& Vl ,0 Vl H� IM W r^� �I ''0 vl W rA 0 W �1/mow] 0 w VV0 I� x Ol t--1 -J <N O♦ On Od z � P - We n o A h N 00 20=� U iW W��zt 4 0 2 J ZyUbo o�oi N n o 0 NI q= U 4 O Z a 4 K V 2 o V W W m e U 0. w m p z,o 0 Z C N O U w ro�n0 O O N 7 Z- v>'OD�u F oduma y O 7 p O G E Su940 �.9 ? w Ql�n�of 6c! U O' 10' 20' ao, NORTH l21nleV6.6— R Z Q El —J Q r0 V 1 V) E:l F w _20 6 EXECUTIVE PARK D0. a STE 300 ATLANTA 0GEORGIA 30379 Q P 404 1 2481 1960 F 404 1 2481 1092 EMAIL hgorghgor.c w Jvor.c REVISIONS 1 MWMGH E:l F _20 Z Q Z W a Q 0 CL Q Z LuZ 0 (� > N LLJ LL 1 LL > W W J F— O W W Q 0 Lu W 0. _ V 3 TITLE LANDSCAPE DEVELOPMENT PLAN DATE 08-17-06 JOB NO. 04320 W J N W I- 0 Q V DWG FILE 04320LWIXRE SHEET LS -2 OF MWMGH E:l F _20 SHEET LS -2 OF