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HomeMy WebLinkAboutWPO201500093 Plan - VSMP 2016-01-29WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA GENERAL NOTES UPDATES OWNER: LICKINGHOLE CREEK, LLC 2421 IVY ROAD CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 321 E MAIN S, SUITE 201 CHARLOTTESVILLE, VA 22902 A TTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 PRE—APPLICA TION CONFERENCE. • JANUARY 23, 2012 TAX MAP NO.: 05600-00-00-095AO DB 2733 PG 150 05600-00-00-095BO DB 2733 PG 150 05600— 00— 00— 05300 DB 4024 PG 489 TOTAL PROJECT AREA: 05600-00-00-095AO — 37.95 AC. 05600— 00— 00— 095BO — 76.49 AC. 05600— 00— 00— 05300 — 25.49 A C. 142.93 ACRES TOTAL PHASE 1 PROJECT AREA: 46.09 ACRES ZONING: R-1 RESIDENTIAL CLUSTER DEVELOPMENT AND BONUS DENSITY STANDARDS ARE BEING IMPLEMENTED DENS/ TY- ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT- 0.97 DU/AC + 57 DENSITY BONUS FOR STREET TREES AS SPECIFIED IN SECTION J2.79 = 0.97 x [1+0.05] = 1.02 DU/AC PROPOSED DENSITY- PHASE l: 47 UNI IS 47/46.09 AC.= 1.02 DU/AC. PHASE I OPEN SPA CE, TOTAL OPEN SPACE PROPOSED = 16.74 AC 16.80 AC / 46.09 AC = 36.57 TOTAL OPEN SPACE REQUIRED THIS PHASE. • 46.09 x 257 = 11.52 AC. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS: FRONT 25' SIDE: 15' REAR: 20' SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY.• TOPOGRAPHY IS COMPILED FROM SURVEY BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 BOUNDARY INFORMATION IS COMPILED FROM BOUNDARY DATA PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES OA TED APRIL 2013 AND ALBEMARLE COUNTY RECORDED SUBDIVISION PLATS. DATUM. NAD 83, BENCHMARK LOCATED ON TOP OF EX MH CZI—MH-85 EXISTING VEGETA TION: PARTIALLY WOODED LIGHTING: NO LIGHTING IS PROPOSED PHASING: SITE TO BE DEVELOPED IN A MINIMUM OF FOUR (4) PHASES. FINAL PHASE LIMITS TO BE DETERMINED WITH CONSTRUCTION PLANS AND SUBDIVISION PLATTING. ALL OPEN SPACE MUST BE A MINIMUM OF 257 OR GREATER FOR EACH PHASE OF THE DEVELOPMENT. PARKING: 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED ON EACH SINGLE—FAMILY LOT. ON—STREET PARKING SHALL BE PROVIDED AS NOTED WITH THE STREET DESIGN. BUILDING SITES: PARCELS 1-131 MAY NOT BE FURTHER DIVIDED. A MINIMUM OF 6, 038 SF BUILDING SITE AREA IS PROVIDED ON EACH LOT SEE DETAIL ON SITE PLAN SHEET. BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MAIVAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PRO TEC TION ORDINANCE RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED PHASE I AREAS• L 0 IS. 22.15 AC. RIGHT—OF— WA Y.• 7.14 AC. OPEN SPA CE. 16.80 AC. IMPERVIOUS AREAS: ROADS (INCL. SIDEWALK): 5.77 AC. BUILDINGS/ DRI VEWA YS. • 6.17 AC. TOTAL: 11.94 AC. CRITICAL SLOPES. • CRITICAL SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. A SEPARATE WAIVER REQUEST HAS BEEN APPROVED FOR THE 1.40 AC. OF PROPOSED CRITICAL SLOPE IMPACTS UNDER THE PRELIMINARY PLAT APPROVAL SUB2012-38. NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE ALLOWED. 3) THIS 100—YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER ON FEMA MAP NUMBERS 51003CO229D, 51003CO235D, 51003CO237D, & 51003CO245D ADOPTED FEBRUARY 4, 2005. THE PROPOSED DEVELOPMENT SWM POND/SEDIMENT BASIN OUTFALL STRUCTURES AND SANITARY SEWER EXIST WITHIN THESE LIMITS. 4) EACH LOT AS SHOWN HEREIN CONTAINS A BUILDING SITE WITH MINIMUM 6,038 SF BUILDING SITE AREA AS SHOWN ON THE SITE PLAN, WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.1 5) ALL PROPOSED UTILITY AND DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 6) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 7) THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 8) UTILITY EASEMENTS SHALL BE CENTERED ON THE AS—BUILT LOCATIONS OF WATER AND SEWER FACILITIES. 1st SUBMITTAL -SWM FACILITY 2 (ESC SEDIMENT BASIN #1) IS RELOCATED OUTSIDE OF THE 100' YEAR FLOOD PLAIN -STORM SEWER PIPE 1A ADJUSTED AS SHOWN ON ESC PHASE II -STORM SEWER STRUCTURE 1B ADJUSTED AS SHOWN ON ESC PHASE II -SWM FACILITY #2 IS A DRY DETENTION POND -MITIGATION UPDATED TO REMOVE MITIGATION AREAS FROM WITHIN LOTS AS SHOWN ON SHEETS 38 & 39 2nd SUBMITTAL -INCLUDED ADDITIONAL AREA OF DISTURBANCE FOR SOIL STOCKPILES AND EROSION CONTROL MEASURES. \ 41/ ,V -I � - ---,� : ;f, E —�, ;.:::: �, `� �. \''moi �\ � 1 � � �" � � .k:�>. f—`"=�•Y 1 \ `' �� � ! : 01 ' TMP 05600-fY0-00-09510 ` L-4CKINGHOL CRELK, LLC ----------- - / 242"1W,ROAD r ACHARL'QTTESVILLE; VA 22903 \ ` l`r Nzk 4. T -00-00-05300 - / LICKINGHOLE CREEK, LL ---- — , W01 n/V poen i ivir UJUuU,-UU-UU- ' \ �j y-.� / ` 2421 IVY AD g HARCOTTESVILI , J v It .j \ Ay SUBJECT SITE PHASE I J 2903 \ � � � ,• i \ � �: / \ \ r f / i di I At mM �\ 1 __.. _A SHEET LAYOUT SCALE: 1" = 300' i ilo-1101im"Im bICYfUIYY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 1 33 1 EROSION & SEDIMENT CONTROL PLAN PHASE II 1 TOTAL 2 PAGES APPROVED by the Albemarle County Commun ty D velopment Department Date t�I V kLk - - - -- File W?C'L l� —1`3 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNEWONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT OF SCOT R. COLLINS �Z No. 35791 �. COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. Ws 1710 4* F_ z"L Z w O p p w Z Ln Uj E J U Qa. 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I. �............. ...._ ....I. ._. - ... _:.... , [' !. i \ } \ , \\\ \ \\ \ , , t , f , / 1 / ! 1 ,, I JJ I / / p U_ (n \ (.. ..- -.. -_. - --' - ---� - - - \...... .. . 11 I .. ;.. i .. 4 1 \ \ \ \ , \ \ \ ' ! 1-, O in ' VDOT ST EW -1 WITH .. = . .. ' - -I \ t / I / PROPOSED TREE .k 4 PLUNGE .'.......'.'.'.'.'..'.'.::..'--'.,.. -`-`PIPE TO BE INSTALLED ONCE, �... I I k.'.'.'.'.' '.'.; . ... 1 1 � - \ \ \ \ \ \ \ PRO�O�D TREE i ! / /--�"`�- � Q o ,., --... \ �\ ' I. .I... 1 i \ ` \ \, \ \ \ \ ROTECTION FEN / I J ! / / .,- ROTECTION FENCING > a \ POOL C-1 CLASS 1 RIPRAP INSPECTOR - `.'.' CTOR APPROVES AN r \ \ // i / w J. lI� / ( f _ \ .: - \ I t 4 1 `\ \ \ \ \ / / ! �, ! (TYP.) � O . W1-4.5 ; W2-10.5 ; L-100 ; D-2.5 . .....'.............. ...._... , \ \ \ \\ \ TYP. i J / / / - ....'.. .... I . - ... . ................ /.. _ . ... SITE IS S.TABILIZECT.'� L . } \ I \ \ (. �) . / / ✓ ! / ! / / - � F_ co 0 i \...................':\'......... ,-....i .. _ .... I ...... I t I \ 1 \ \, \ \ \ \ / / I 1 / I- 1 .. .... `. .. r.'.'.'..........'......'.... .,,,--...J .e. .�. .\,. t1 1 \ � \ ` 1 ., \ \ . \ .% / , / j ! ! ./' 6 fi , -- \...� \ . �..� ....� .... r .....'.... �....� ........ I I ` \ \ \ \ \ \ / / / ! /PR POSED SILT FENCE w / ........................ .. \� ; \ \" \ \ \ \ \ \ / / / / y SSF / - \ \ to c.. \ .....\. �...... ...............---.. _ ..................... .../ ... .. PIPE TO BE INSTALCED NC \ -_ 1 I \ \ j .. \ \ / W WIRE BACKING (TYP.) ! / \. SEDIMENT TRAP STONE WE(I�'..'. ,'.'11 �\/ 1 I . - - _2' I .- INSPECTOR APPROVES AN \ \ \ I I t \ \ 1 I. �. D \ \ \ \ .1/ / / I / { _ - - - - �s - LU � \ • ..-W=.18'-.L=.30'- F>""' r SI IS AB LIZ \ \. \ / ' _ \ .... ". s T ,ST I ED _ SSF I _ 1 \ \ \ LP 1. \ \ ROPOSED 24 DIVERSION BERM" / t _ ,11 / J ` (.'... I \'`' ..�. �./. ...�... - / J''�/ // r S�F7 I `\ \ \ \�' -/ , \, \ - _< I I. / `� \ / ` \\\ \ \\ \ \� '/ J / / / -l' / '/ / l! - _'' -1 __ /-\ \\ PROPOSED SILT'FENCE / / / F/ _ _ ♦ \ \ \ / �/ / PS- 'j / \ /' / 1 WIRE BACKING (TYP. s '� _' - ' jSs >/� -_ _ \ \ rn. IP \ ti-�\\ \ � ♦\\ r-// // // - -- - __-_- / � �\ / 1 - �.�- f Ssy / \\ \1-1 -- ---- / \ \ \ \ \ \ \ -- // ' / I -' t _\ \ -- _ / STONI� OUTFALL INTO TRAP � , ,,. SSF - \ \ \ \ - - / / j / / I - \ IP' ''' 'Wx5'Lx2'D (TYP.) '` �F . j '` -� \ ,. \ \ \ _- -- - -- SSF } \ �-- / \ \ \ \ \ ` ` _`. /� / l\/ !\ _ - _ _ - - _ - -� \ /' \ \ /- ,' �;,�/� CONTRACTOR TO ENSURE ss� \ \ FI / $ 1 1 � \ I \ \ _ - �,Y f r' -- -`- _--__._-- / / \ \\- _.-' C '! - \ / / / / / sF�-" ssF �- e- POSITIVE DRAINAGE I �.� �',\, .,, ~ S-- - - J I ' \ i \ \ `\ \\ ����>r�--�--- �, // r �, - _ \ __ ' /' ,�4 / A4ONG DIVERSION BEFM \ ~ \ ss ; i \ \♦ - i' / \ _-'- , / // \ \ \ / / 5 / / \ rL 1 \ \ / \ f, - r % SFDI EN T �'r / ' - - ROPOS 4 (VERSION BERM DD -- - / / ! I * \ \ \ /r s - - - __ ` - - - -.•__ - - - - - - - / / I \ \ _ f/ F''�``�.`'r �`'� /�`RA l / / DD ROPOSE 24', DIVERSION BER !� � \ }� \ \ ` �_ - ' , / i/ /! I I '.. \ ps ` - _ _ _ - � � J 1 / /�` / � r �\ \ � - w -4 -4 /' ssF./ / P1-iA E I�,''' � , '' - _ __� _ _ EDAMENT/' �I ,I \ - - -- -'_ V i -'' '" f -- - ` - PS -- f '\ ` _ '' a C N IP '� 2 C E11 �� -. +1 _ _ __ I ASIN,r3 'ti; / �/ _ r/' / d, -1 - --- __ _- _- \` ,-/ /' �\ \ o ` .1.. - / ., /- � • . �/ 11 __ �- '/ �.. ' I - // ' 1 1 _ �' _' „ _ _ -. - - - P I- ASE ,l.l "'_ , / r / ' \ /' �. __ --- - 1� / / r _' - f �..-' ''- -� .i ' ' , `J• ' `_ \ \ \ ' ,, -" ' ' /, /' / / ' - \ \ \ \ \ \ - _ _ - 1 � _ / C - 0 4� / / 24 TEMP PIPE TO BASIN #3. -_ - _ - / , / - - _ // /� ! ,,, __ _ - - - --- - / \ __ _ - / /''' Tc 5' m i .'' I L=140; S=o.867 ' -_ l --- - - - 4.0©ACRES __.; � ,' � J / , i / \ \ \ \ STS .. /' INV IN. 630.7; INV OUT. 629.5 _ --I'; --�C IAV �j� ---/ --- - I \ �® /' / - -' ` - - TOCKPILES- 0 BE ,/ / / \� \ _ - - _0 EXISTNG _DIRT S_ Z - \ \ /' t I r,11--__ = ---f /' / /' _ _ _ - % i /e / , PROPOS`ED�,S4LT- FENCE S� "' / SEEDEQ_AND\STABILIZED. _ _ _ - _ a f /' ` " 1\ \ \\ -- _. _- - - - � /,. I / � - � i _ _J - _ = _ �` \ Tc= •/' r ----_---'� I .- d /' '' ' -'' .O - `` -'' � TO�KPILES- TO~ -.8E ENGQMPASSED /� i / \\ � � _ -- -- P - ' ' - � ----- I - / / / - t/ - \ \ __ -._. -- --- - - - ' ' ' / .� _ . -- _ -�"- -'� ' ! \ 1 / -' p j �' i - � BY SILT FENCE AI'',ALL TIMES, _ _ _ _ /4 / ` \\ 11 . . - . .. __ .. . __�� - ..... - ��',_ i It I . / I/ - ,,' . `1 "I 11 - 1 , 1 / 11 _ - - -, - , - - - - - -- \ 11 1 \ 11 " / 19 I f I I --, \ \ \ - --- L9 a) l/ "� / r tea- W 1P - t '. - /' �!� ! / i / / / r' ____1 / '-. _ _- - \ \ \ - - _ - __ i I I \ \ \ \ - r" \ , i -i" ' / ' T- -'� _ �_. �-" ' -4 . l \ . . �,. /°' f / ' • r, ' / r I- _r SeSf., "- - S '� SSF - - " ' - \ \ \ \ , y ® J / \ \ \ \ \ ' . -_' - . t '' '- ' ,/� ` ( / '� �e�SFr' '' ,.--. r - Jsc�- - ' \ \ \ - 0 j I / \ - ` (y) - z J Y� .'. ' -. _ . . . . . P$ PS i - J J / /• / / /�55' ' ' ' -' / ' � -- �iP t { - - - SSFJ ' / t1 I tf / / \ \ \ ` - ~ ~ ` V N _ 2<I - % _ P / - i r \ _ - / i ,, .. r / ' / Iry :: - . / / /' - �SS 1 -. - - 1-1 /. / / /� _ f W / / / / J .� ' - - - , LLI ./ -+�- ---- M '.,�.i:'':.. - pS `h '...•� j / j , 1` j / f / /' / r / .. - - - • ' \"-.�-' S� - / ! \ \ \ N W �' /WW j / / / /11 / / SSF', - / \11 \ \ TT ,f I < ✓, /'r '/ -,- 11 '` / �--,� I / "''- J 1 r '' - . / / / / l I I / ! / !/ / / // ' - ,. _ - ` \ ,; \ \ \ \, \ \ - \ -' 'r - - _ --- l J ! I J i1 / ' \ "I _� \ �.`\ ` __ -- z 0- r ` / I P L �` 1 / r .// ! l / I ✓ / / /, _ / -•- _ - '11 --. \ \ \ _ \ \ -- ! J I / __ \ \ \ `,..� \ . � - " PROPOSED LIMIT ' `'' ' \ - / j t J l i / / // - \ \ \ \ \ PROPOSED SEDIMENT TRAP ! I t \ \ � w < W - � / - \ / / / - / / ! i it l' I1 / l! /j// j/ / / - / ` \ \ \ LO / 1 I \ �, F DISTURBANCE�\ ; ,/ // I. ! II lr \ I I \ ` \ `\ :. / ;.:.$ / �-� \l , /' J i I /� SEE: BE 1 t i r > z 11 :27.56 AC. .3: " = / \ \ \ / ✓ l /% % ! �, I 1'l i /� /�/ // rn ✓ - ',\ , \ � _ ----' I I t 1 ( I I \ \ "I LLI lul f / \\\ 1 / r '/ C:` \ \ s / /! ! I b"t'', ! 111 1 (/ /// ,/ r _ \ A \ \,\ \\ \\ jJ J I I I \ \ \ J o- _-.' __-` / - I Til I / - - ___� \----_... _ - \.� / \ \ / / / 1 \ \ \ _ f _ - �P / / j / / / \ i 1 I I I I I /'' , _ \ \ \ \ `1-1 \ \ / r 1 f I ! \ \ (n J :.. 'I-,' / / ~ ` h,.`. , J/ %' / / / l \ / j i ,1 t\ 11 t I I I ( \\ \\ \ \ \\ \\ \ \ - --- ' 11 / ✓ l i 1 I ` ! / \\ \ �•-­ 3: 0� 11 IP __4 U � I � / / / i f t j j , \ \' \ I - - ' ! i I I I ; it 1\Od \STREAM BUFFER'. \ \ \ \ \ \ \ \� \ \ \ \ - - - - - - - / / 1 ( / ! / ! - ./ ` t ./ r'':. \ % / / / I ! r / � / . \ �' / i 1 1 1 [ , 1 1 1 `; \ \\ \ � \ \ I \ ( �` \ \ \ `\ \ \ \ \ \ \ -- - -- - _ - j 1 ( I ,i ! - O W z 1 i / i 1 1 t \ 11\y� \ ,,/ / I( j t 1 ! Q\, -------- / \ // i I I I I j \ \ I__ \ \,{; \ \ \;\ \ \ I \.'V. \ \ \\ \ \ \ \ \\ ---- % / 1 I ! / / / (n 0 11 - __ - _�� - P \ . �\ __ _ r'/ // I 11 I 1 i // \\\ \ ! { \\. \ \ ,t` �i�11\\,,\ \ I. 1 \....\ \\ \\ \ �) \ � \ \ \ !/ I / -- z _ �.r- cr., - *_ � I I 1 t 11 \ 11 I/ .. , \\ \\ i I I I I °\t\\ \ �t. \ \ \ \ ; It I I \. \ \ \\ _ \� Sediment Trap Design U �- '' -. ... - \ _ / / �1 i \ \ 1 I I I OP6SEd TREE I r \ \ { ) , , - ('. \ \ draina a area acres <3 1.97 w \ - / I 4 \ / J ROTECTION FENCING TP i I.. \ \\ \ 9 ) { C !: / 1 / G \% - -- - - -- - / - i I I I \ / / ; i t \ \ \ trap volun-es: pR�eiat CREST OF STDNE WEIR \\ \ I .... )... ,_ - SSD I M N'Y ! ' 1 \ / f I { I (TYP.) ; 4 1Ww��,f�;, . \ \ \ caouNo W / \'' , I I �S I , I I , l ` t \ \ \ , t 1 -\ . elevation (ft) area {sf) volume(cy) L1 . ,� '\ �, / � TRA 7 I J' I I 1 III \ \ \ \ ` ; � 1 I :� :.�'.. \ \ \ 604.00 2s1.o 0.0 � �•-� Q / \ ` / -� I 11 t I I / t // I I I I ; 1,\ \ ; 1 I.'. [,��' - _ �.�..� '0 / \ . P H I J I (1 I ! \ . .\ / I ' , \ \ \ \ \ ` 1 I i. � \ \ 606.00 646.10 33.4 DAY STORAGE Ai YhSW91P` ', \ r / / / -\ ::* / / I J r I II I I � \ \ \ 1 t ; r 4 L..�.. , . \\.... \ \ \ ,/ \ ;: .01 ACRE'S I I `! \ `` / I I tP i / i I j I JSLLE6' Wf' E CLEARING AS CE�SIARY \ \\ \\ \ 608.00 1111.0 97.7 W _ - GRAPHIC SCALE %'0 4 1 / ) J I 610.00 1677.0 200.3 i� / \ :.<\ / , ( TO BE ALLOWEDBETWEEN TREE PROTECTIO � 06 N \ / r \ --' � ,. j . / / (• l I / / I � \ \ WET STORAGE � F- W 50 o zs so ,00 zoo / / / x-\\ \ '' Tc=11 In. J & LIMITS OF DISTIUR�ANCE., \ \ 612.04 2343A 348.5 • MAX / / / / `1 ?-' ' / / / ! t ; I Q / / j f I� J" I t (EJCCJrvxffO) , W :5 I 11/ / / \\\ , / \ ; _ / ( I I i I 1. 1 I ; /'........ \.. \ �cTta c�orH o �, // \\ '.\ I/ // / f 1 J1 I 11 I I 1 4 1 I 1 ,.�......11\\. , \ �. W z ,i \ / \...".._,.......� � ,1 '"' /' / \ �" - - _... -' ,/ i ! % ! I I `y / / / I I , 1 `I i � i I i 1 � 1 1, ����,����J.\,.* ..l ��` \\ \ \wet storage: ! � IN FEET / r ,/ / / \'IP - \ F 1 ./ .).\. 1\ \ wet storage required (cy) (67*DA) 132.0 -SE€ wAr a,a-+ cc+uzse ncx c„,�"'cuss i es�Rrn � O \ - \ \ \ A/ I / ! - �. / / I I i I 1 i' I I I ..'. \-. . bottom of stone weir (ft) 608.5 \ 1 inch - 50 ) ft11 "I. %� 1 \ // /// 1 j t \ I i / / / I , 1 I I j i 1 [' \ \ ® r/� rn / J / J -/ / I '....�. vJ v/ 1 ✓ / ( ,, ~f ; / ",� i I I I 1 i I I I ; 1 I f.'.I .. j . .. .\.�.. � ... wet Stora a rovided a# this elevation c 132.0 W O \ '�\ \ \ \ � t / i I \ \ \I' / 1 i i III I %[J�::tl�::��.: .....\L.\..\.\ \J \ \ \ \ - , / / / ! I l / / / / d i i r I \ 1 I I I . \ .... \ slope of wet storage sides 2:1 � N \ \ \ / '! / ! \ ` / i / / ! I 1 I I j` \ \ ,weir len th (ft) {6xDA) ilk W '\ \ '\ , -11 \ (Po \ --\ \ \ \ \ \\ , 11 \ \ -� - \ N \-- \\ \___ \\ \ N \ t\, \ \ \ \ \ N - \ \ ''\\ \ \ \ -t fj / / / t !, ! l l \ / I / . I � \ \ / / / % / ! / 1 t\. \. Uj / / `' I I i I i 1 t .i....... r ::1 .. , \.. dry storage: bottom of trap elevation {ft) 604 \ \ \ i ✓ / ! / . t / ! \ . / ! t 7 I 1 I I 1 ! \ dry storage required (cy) (67 DA) 132.0 bottom crap dimensions: 10x36mi w \ \11 Nkl / / / ! / / \ , / s - / ! / , J I (I I 1 J 1 I I I L'..'.. , ..... l . , .p .. \ .. , crest of stone weir 611.0 top of dam elevation (ft) 612 Q \ \ \ i , / / / / / /'\� \ \ ' �. 1 j _ T -"i 1 I / I 1 J l c /....I..\.\.'..' dry storage provided at this elevation (cy) 136.0 flap v,rid#h of dam {ft) 2 \, \ \ 1t /,- / fj ! ! ! / i IP / - J i t Idgmillk I_ J- / , t , r..../'.... �..t.t\\\�... slope of storage sides 2:1 to trap dimensions 42'x67' \ r ! \ \ ! / I 1 ( ....1...\.\\.\. CO \ \ \ \ / /' / I -� \ / , / ---�- j 1 1 I ! I / 1...,........,1.x..... \ \ \ \ .� � / / U \ / / ! I \ •, I / l 11 I I � � r l l 1 l I I...... ,1.. \ \ \ \ \ \ \ \ ,' / / N - / ! \ / _! ----t I i I I I I I I.... I ..........I ...... \ \ \ \ \ \ / / / / \ \ \ \ ,' / r/ / / ! i \\ ! / ! I i I I I t....I .l II', \ .\, ... \ \ \ \ \ \ \ \ �' \ - / / r / \ /� /v / t / \\ \ \ T ! ! I I I I L ...'...'';1.\\:.. \, \ 100' STREAM BU_FFEf� \ i / /U w \ \ \\ \ / ! /! \\. .. ,, / / / ! I � 1 I I I I I ! .....I.,.'.. 1.1....\.\.. \ \ \ \ \ \ \ / � \ \ ~ _ / / / -, \ \ ! / / ► , / ! � i i 1 I I ` , .1......,1.....I. \�:\..-. \ \ \ \ \ \ \\ �/ \ \\ \ -, 11 ' \ \ \ f / / I'll I I , \ I I i I I I.�'.'. A.\.... \ \ \ _ \ i / �_ I LU \ // d l" I � \ / / / I 1 1 1 I 1 x \.... ./'I:,%..-.\ � \ \ \ \ \� \ z \ \ \ - __ --- -. -1 /__ / w \\ / ( / / % / \ I - / 1 i I I I i {. ..\. ., .' ..� \ \ \ \ \ \_ / \ \ \ _ / /" n / /r / !l \ / / 1 I I I I I l t ...1:...�..i.tti.{.. . ...\ \ \ \ \�\ \ \\ --__- _cn \ - - / / `- _..,,- - I J .'t: ' .\.,.,. .\ \ -- _,,� / \ \ \ ,,,- / - _'.11 JOB NO. � .______S / 1 ! r / / P _ / / I i I I I ,'.'.F.'. ! ..' .;� L\ �....\.\ A \ \ \ \ \ \~ _ / \ - -- -- - _ _ _ '' ' ' \,. / I I / l _,/ - -- IPi - 1 ' I ' I I I I .I. I.'.i�.�.'.�.! V1\7,...'..\- \ ``\ \ \ \� '�- � /_--\ \\ \�`- -� '-"_ �- , / i "� 112072 \ ,-' �•� 1 I j I / 1: 1-�` I 1 ) i ' 1 i I L...�.. I;.;..,. \.... \ \ \\\ - -- \\\ - _-- - - J r W./ / /` / -,' / l 1 I I I 1 1 I (.i,.� ..\�.... \ z �\ \ \ 'i.l _- _ r- SCALE L.. _ _ r : , ,{ ! / IP / I �! l ( ;;..,......\.. \ \ - ------_--- _ - __- 1 50 SELECTIVE CLEARING AS NECCESSARY TO BE ALLOWED - - f I - . . .... - = -' % ,-- -� .. { / /I /' ! III j •� 1... \.. \ \ � \ - - - - - _ .-.--:.__ - -- _ -- BETWEEN TREE PROTECTION & LIMITS OF DISTURBANCE. / / // / A _ - tl / !I 1 I - : \ '�\ `� \ \ �, \ \ V \ - - ` _ - - - � - __ _ SHEET NO. / 1 c I \\ _ \ / /�/ I / i / - / a 114 : .. \. --c; _ _ - _ _ _ 33 \ \� - \ -/ / / -. . - ; •� \ .. .�... PROPOSE VDOT EW --1 - r' \ \ / ( - _%A11TW 17('-1 ('I A(Z- - - _ O W 0 CL Q_ >1 C 0 L O D N N ° .0 o 06 C Z oLr_ I --w �, w z D (D C 0 w - In o Z - J C 0 � U o, (D 0 o � -1 C 3 a) �r_ 0 U Q) C U 0 L ° 0- 3 �U) ° °� .O O_ x - 0 0 0 C -C >, •'-' o - E O -0-A-- , - 0 3 O rn Z C Of _y w0 - N z 0 ° z .° w - U (n J L z- J M J C O ° U ° o° >1 � 0 ° a6 0 C Q. > -0 .� D� U O x :, U U 0 .,- - C 0 U O N o c -0 °° E µ= p E U• O - O _0C N ° C: L 0 N > n. a: 0 V) - /n 0 - s 3