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WPO201600031 Plan - VSMP WPO VSMP 2016-07-07
E L U n N N — U r p Qcp— � �>MEN MENT FOR ERO ION & E IMENT CONTROL N TORMW TER �� c 41 ,0 to M N GEMENT PL N 0 aE c %VHITTINGTON SUBDIVISION3 ■PHASE B 8 TM 90 PARCEL 3 s p � es S MUEL MILLER DISTRICT ALBEMARLE COUNTY VIRGINI 5 5 0 , F.. ERS ��]Lic. No 33628 JJ This application is for the development of Phase B of the Whittington Subdivision. Phase A consisting of 17 lots has been platted and is currently under construction. Phase B consists of the remaining 79 lots. The site is a Planned Residential Development (PRD) District and is subject to proffers associated with ZMA 2006-011. The site is served by public water and sewer. There aro wetlands and streams traversing the property. The developer is obtaining approval of a permit from the ,Army Corps of Engineers to allow for road and utility crossings where required. The site is also subject to a Design Exception Request from the SSAR regulations of VDOT, approved on 10-12-11 to allow for the proposed 5' meandering nature trail to replace the requirement for provision of sidewalk on one side of the streets. [IJ, s i F.111a r• 1, The developer is proposing 96 lots and Open Space will be hold in private ownership outlined in the Codes, Covenants and Restrictions (CCRs) of the homeowners' association. 2. Each lot is at least 40,000 gross square feet in area. 3. No direct access to Old Lynchburg Road (Route 631) is shown. 4. An overlot grading plan meeting the requirements of this proffer will be provided with the Road Plan. 5. The minimum front yards on all interior public street right-of-ways shall be 30 feet. 6. The 55' right-of-way dedication from the centerline of Old Lynchburg Road (Route 631) has been provided with the recorded Phase A record plat. 7. The layout is in general accord with the application plan. 8. The 25 -foot planting and screening buffer maintenance guideliines will be outlined in the CCRs. 9. All trails will be Class "B" primitive trails. 10. SWM and water quality practices will be provided in accordance with Chapter 17 of the Albemarle County Code with the WPO Application for this project. r r3 r ' e r For f � ;?,art I '; t`?v P ;: _.}fri• �and,r f Y F 2 f 2 2 ,., .,. i t.th17 z , 3- b f4 ,_. 1:.,t,rk .., s 9 i nq ow it f 1 to;r per t, u.t .... t, i . t:l .f L Ir t:_. .. -: t Irt-e ._ 2,,Yry 1 : ;.f, rt r. # t' r 10 P I .,_, t , <r {. - , t i' i V, n lpmposed qf1 1�sh�:i I i£shown a susc that su fadP drainage ir a , n }r �`. 4 ac'it ., f- c a fel { ,i JFTi flooding ri} t Q i d f V'1£''t I'l S7 ? Cl. r3 e<`'1t 3 e'JYtTr, BJ 9 � r r.alls Ck. #.traded ,Op}es on alts p:r000sed tti be {;lanied y,ith turf gfPssjs Eawris) hdf' not acoed o gradient Of threw (3) iect of horizontal distwice fol- ea h ot'(, "t) foo(o v„ i `iQaf rise or fail (31). Steeper slopes shall be vegetated with low r ediitenanoe vegetations as determined to be appropriate 6 ` the it in ii, - n Y pr,grarn t3,uthanry �r, .,s apnrr�'��4s of an erosion ..and se;iirner,? cintrc! 117„ for the land df tLt Ing�t+rtY Tn�&„ Str�pPr ;�'r Ey alai ,. avv ee radren i ,.f t,10 (2` feet ahorizontal q at an;e r� r aaclone #�ai of %�rcad ,,,a or f.at = (2:1 anless the agent finds that _reine efadirig r.,cy.r;n,e,.,.atrdrns for steeper ,:apes have adequately addressed F impacts. ' 7 t3 enr F >=, ra.taaFT drsiraa�c ., shall nfaf i{:;y�' z�csass more t; than three (3) Iota before being cra(lacted in rz storm s ewer or directed is a dra'ncg�-way outside Of thQ io>:. s . No surface ;triiinare across a residential lot o#shall 3ic nf�€ than hafi1I2f acre `Eland riCaie§ing tca it. f. All drainage f-om streets shall be carned asress lots in a storrr, sewor to a point beyond the. rear of btfi(diny site. g The plans ala fe acC tate that . x tee 'a � ,a lots vira4 be steeper vr than fvvei 2 1 percentCe7t . t . and shall IFGIuGgrading transitions a , the street that the agent 4 r- rs nes will' allow p c. lengrar vo i Iles to avoid scraping the vehicle body on the dr>v.evj / or the Strad, Additionally, ,he d°'rvera) Jrad3 rshall erade ti 3rr-a ,; :-frcr°t cf the preposd;j garage, e an area proposal fvr v'ehicie park rig, where no garage is proposed, that is nut less than �; es,-re,ieera 41 .R , feet in 4;:r�c:ih that ;vi11 be graded it4 steeper It r3itaht {,.sz }percent. 1), The plan shall 'lemonstratie that an area at least ton ``.0) foot in width, rseras .red outward t s d d [Torn the face of the structures rIas gracilis ran steepertt}an tell f,:0} percent adjGcant to possible s rit€ancos to dvieliin s. This graded area shall extend from ..entrances to drtdF.4'iyJ or wa kways 4wonne tlr g the dwelling to the street. F T he mirilmunl building wetbatn frvin a interior ar aub,{< c .saet right-of-way itrn At alf he tr=rty feet. (5, Pr'or lo or in conJunction with the fast final subdivision plat far the- projer,.t, the towner shall dedicate is public richt-of-wayand convoy in fee simple to Abes tae G>3urtt,, strips of :and no less than fifty-five (55) feet, in depth al, -mss the Property idjerntifed :as `55 Fp ROW DE'DiCA7ION ER'01M CENTERLINE OF x:31" ir, the: locations, shown on Street No. 2 of the Application Flan Ai, ier>,irr en' f,,, ,,Nf Illi ,gfan, dated ,Erne 26, 2006, last revised Noverrber 22, 2006, together with the a.` e0ication G r;d conveyanf,,e of call necj'ssrary drainage sasernents and tate cion eyapce of necessary GGQnStrLlCtlaf? for fn orJvements to Statu Route 63.1, Ifthe strips '?f farad are crt died'ibated as ,oar' o a. Gtibdivi7ion 1,101c the Owner shall day all e^sts of Si.irve,, _ and pre pa ing-legal documents. in a form, acceptable to the rcuniy Attorre+t riec€-ssary'to codkate Arlo convey the right-of-fu:sy. r.. D.< rC?rii;rd >.ixt tt21CrttjtWfi- tile �Jil,C. �t1(-e Plan filled .�p.~. rGatl0` jr,a Arnerldnientfnririiti.?rrt}r.ra t3.,r::: crane ?6, 2t.r la; revised 11122106, 6, byf1Qii ai.; v lcrpl a .rat Res?urces, LLC. j 8: .rhe 25 ,ext o,.rE„aitii=ct andIranel5ca,ir�s t?sr�n'se;3t she;vr} era tPtrr Application Plan st, F aL be ,,hrated and rrain wined to r net current regulations for scleenincg as des;~c teed ia"t c`.i.rss '18-32. 1.3,6,a r ar,,s 118-32.7.9.8,c.41 of the A,fi;}ernarfr; t,e}f,ratii Zhrtla�ct t.,rr.snaraee. S rrerifn; st;a1, be, estab,rsfsFd and r_ lrniololed by the, r , ,Inge£ of 4"yht,tingtonfl, for tfr the !stance ^f the, Cert.ttdate of OCi . .It x for the 3r” drl)hC r1t,The developer _hafl3.d5o a,, rn u choterm re,af onsibi,l,y for r the rliaiG#'EUna ce of the s,,res,1 ng until a ho`4*.,�scYwnetrs' association (l-l') 4 for Ute detreta rnent t to, 1, t. . eo ei_ has been est,afaiished, o;r�e esiu4l{,��ns i .t:z easement ha[t t)p; f�;r�deE� Ect ?r f-(L;A 2o,rc-tern ++ r"esl.tons;i{7 Ry f r air,U S icjjnttenance of 3areer.ing F.Ithjn the Prl,;,f^. �.`r➢. 7"`•; shall be -.+uteri+_-Cd in Uie SIT �a C"o,ven,ralas andRe t ! ): i1 A t --'riff a 'SF'11 shaH b 1 to . rtl }ft r nof ni ftr lr if�tt r1ClJ .3 11.:'i c. .i.a;,, T}.. I+. t':'.,r cf l..'f, J-., E7 t. ..,,r _•i( f,, ;i.�t( d,a a{ ?.<:: .Ez:tt_f<C,;'t tz t,:.i; '"..f..k..?-:;i. - 9, `',:, trai : shovvn On the, A -il f -..I ,.:, n . i.. h ei= - :r_ ,' vr d'. O in; 1 z r a I � � rr . r F � € ', " e 't 3 t( r nr t i r - ix i t r P- Il }' _ r'7 F �. � t _ i �. _'. is 's r r-. 'F' tG s Fl a sot, t.t:, .G�., �_rf t v c< F 1 } €, I .{a „ a rvate, 4s;:.5t.L} .srr;t " cbe]u .,..0,i.S ..,.iJtCi � i:'_ V a.1'a. - r r' i : 1. , - P'3 D,.I, '.r El Cover Sheet /4\ Not s A for via ions, & Legend E3 Overview Plan E4 As ing onditions E5 E&SC Plan E6 E&SC Plan E7 E&SC Plan E8 E&SC Plan E9 E&SC Plan E10 E&SC Plan El 1 E & -SC Plan &Sequence �of Constructionnn, 1 & len E13 E&SC Plan E13A Inlet Grading Details E14 Sediment Basin Details E15 Sediment Basin Details E16 Sediment Basin Details E17 Sediment Basin Dletails E18 Erosion and Sediment Control Details E19 Erosion and Sediment Control Details E20 Culvert Details and Profiles E21 Sediment Trap and Basin Drainage Areas E22 Sediment Trap an, d Basin Draina e Areas ,�, V24L(tiu Culvert and SCC Drainage Areas ve an ralnage reqs E25 Stormwater Management Details E26 Stormwater Management Details E27 Stormwater Management Details E28 StormwaterManagement Detail S E29 Storm .Sewer Profiles E30 Storm Sewer Profiles /VV1 E1 Storm 3 S Sewer Profiles andComputations 4 E32 Inlet Drainage a�na e Areas En ainage r eas E34 Impervious AreaTrea Treated ZMA Plan E35 Impervious Area Treated - t Proposed Osed PI an E36 ZMA BMP Drainage Areas E37 Predevelo ed Draina e Nle p g p E38 Postdevelo ed Drainage Map C E Miti o a n 39 ati Plan g E40 de u te Outf l] Analysis 4-20-16 VSMP AMENDMENT NARRATIVE ►ri oy sJC1;Cittarliy) t�lE£v3/itt1' File /4\\ LIMITS OF DISTURBANCE = 77.8 AC RECEIVING WATERS: UNNAMED TRIBUTARY TO BISCUIT RUN BISCUIT RUN MOORES CREEK ULTIMATE RECEIVING WATER: RIVANNA RIVER The Whittington Subdivision has recentlyntly been added to Count Developmentment Area. In the Development area, the 100' stream buffer is required adjacent to perennial streams and contiguous wetlands. At the time of V M P plan approval, the propert )was still designated inthecur I area and stream buffers were also indicated adjacent to intermittent strums. Based on the stream assessmentEngineering performed b Consulting Services, we have removed the stream buffer in three areas on the plans. The buffers between Lots 13 and 29, at SWM#3 and behind lots 64-67 have all been removed or shortened due to these streams designated as ephemeral or intermittent. The mitigation calculations have been updated to show the decrease in needed mitigation area due reduced stream buffer area. Also, the limits of clearing were expanded to include the connection to Ridgetop Dr. to match the clearing limits on the approved Road Plan. INDEX TITLE: El SHEET NO: 1 OF 41 DATE: 11/07/2014 w { I� M • W _ • I W • C) o i� Q • w xA r i m � W Q m W z o z 1 1, 1 2 LOto LO A CQ o C O L�j U) ® H � A M ApPS w DA Do CJ U r z c,2 4 - INDEX TITLE: El SHEET NO: 1 OF 41 DATE: 11/07/2014 { I� • _ • I • • i� • i INDEX TITLE: El SHEET NO: 1 OF 41 DATE: 11/07/2014 \1 AREA TO"BE REMOVED - j�, FROM STREAM BUFFER �cmNto is5 pdc0u _ 1 E m , 411 N I —U z 4 NOTE: SEE SHEET E39 FOR REVISED MITIGATION PLAN GLic. No. 33028 �ONAL � r TM 89 PAR 73F7 EVERGREEN LAND COMPANY DB 3033 269 TM 89 PAR 73F5 RA ZONED:: EVERGREEN LAND USE: VACANN T COMPANY 1 \ J DB 3033 PG 269-- ! TM 89 PAR 73F6 ZONED: RA USE: VACANT EVERGREEN LAND COMPANY DB 3033 PG 269 ZONED: RA w USE: VACANT �cmNto is5 pdc0u _ 1 E m , 411 N I —U z 4 NOTE: SEE SHEET E39 FOR REVISED MITIGATION PLAN GLic. No. 33028 �ONAL � DOM. PROJECT NO: 13 INDEX TITLE: SHEET NO: 3 4F 41 150 0 - 150 300 450 SCALE: 1" = 150' DATE: :11/0712014 �a m w C) w o O W � m � a � m cl w z co c� w ►n> u� .n ca CQ CQ its z ] �Z ,il J U) x a w W cn w a a � , Li z z 1 -4 C'i m w M O rl=4 W >-� z cf) Z W W � � ( E- i W E---4 W �--j [---a uw E•� -i w °o w W m c/) DOM. PROJECT NO: 13 INDEX TITLE: SHEET NO: 3 4F 41 150 0 - 150 300 450 SCALE: 1" = 150' DATE: :11/0712014 00 NOTES: W 1. ALL 2:1 SLOPES ARE TO BE W PLANTED WITH LOW MAINTENANCE VEGETATION. Z 2. REFER TO SHEET 13A FOR DETAILED GRADING AT PROPOSED DROP INLETS. 3. REFER TO SHEET E18 FOR DETAILED SEDIMENT TRAP DESIGN INFORMATION. j 1 4. REFER TO SHEET E11 FOR SEQUENCE OF CONSTRUCTION. CRITICAL SLOPES G SEQUENCE OF CONSTRUCTION KEY MAP Note regarding Sediment Traps/Basins on Lots As part of the construction activities, it is necessary to provide sediment trapsibasins on residential lots. For this reason, building permits for these lots can not be issued until a County inspector authorizes removal of the E&SC measure. These lots include: Lot 7, Lot 16, Lot 23, Lot 26, Lot 37, Lot 38, Lots 40-44, Lot 59, Lots 60-61, Lot 68, Lot 69, Lot 70, Lot 73, Lot 75, Lot 89, Lot 92, and Lot 93 Construction Sequence Kendra Street `\ f 1. Install construction entrance in location as shown on plans and direct wash water to existing SB -2. 2. Expand existing sediment basin (adjacent to construction entrance) that was constructed with Phase A to meet design for SB -2. TM 89 PA 3 5 3. Abandon existing 2471 culvert at Station 21+75 by filling with grout and redirect runoff to constructed roadside ditch on north side of Kendra Street. EVERGREEN LAN 4. Construct ST -7 with connecting Diversion Dikes at rear of Lots 7-9. VE 5. Construct Diversion Dikes behind lots 47, 51 and 52. COMPANY 6. Construct other perimeter measures including silt fence, diversion dikes and tree protection as shown on plans. 3 3 5 6 0 7. Construct Sanitary Sewer from existing DH -2 to MH 5-7A to sewer lots 5-12. LIMITS OF -0B 8. Construct Sanitary Sewer from existing DH -2 to MH 5-2C to sewer lots 46, 47 and 51-55. DISTURBANCE�+ RA 9. Construct SB -3 behind lots 46, 47 and 5L. ~ ZONED: 10. Construct storm sewer from-st acture 30 to 36, including associated fill prior to mass clearing and extension of Kendra Street USE : �A CANT beyond-station34+6Q hi p g (high point) -IL Construct ST -9 with connecting diversion dikes below temporary cul-de-sac at end of Kendra Street. 12. Construct Super Silt Fence at the low side of Lot 37 at end of Kendra Street as shown on plans. 13. Complete road and watermain installation to end of Kendra Street at Station 44+53. 14. Building Permits for Lots 37-45 can not be issued until sewer is extended from Warbler Way. Cottontail Way --- / \ $k D EX. VARIABLE WIDTN pe sS,EB 1. Construct ST -6, 5 and 5A and connecting diversion dikes and'. perimeter silt fence as shown on plan. E'I GRADWG / r \ 2. Construct road crossing and other perimeter measures including mud traps, silt fence and tree protection as shown on plans. EIASEMENi G �� /// �� / / o 3. Construct clean water diversions in between lots 28 and 29 to direct clean upstream runoff around the proposed construction and to % the existing stream channel. 4. Construct ST -1, 2, 3 and 4 with connecting Diversion Dikes. `J RIGHT-OF-WAY RESERVATION FOR FUTURE 5. Construct Super Silt Fence and Mud Trap on Lot 13 to treat approximately 50 -ft of upland disturbed area as shown. CONNECTION TO MOSBY MOUNTAIN SUBDIVISION 6. Construct Storm Sewer from Structure 6-9 prior to removing (diversion dike to ST -5A. 7. Construct SB -1 at end of Cottontail Way, including associated diversion dikes and silt fence. �''�P 8. Construct SanitarySewer connectingto proposed manhole 5-3 constructed with Kendra Street sewer and extending from MH 6-1 to MT -T A-1 � to car lntc 11-1'1 and 5_ p P ( ) g o Gcess i PEP �7. �� - % • �;,- '',,� --" '�;. ..-- / /' J. 1.V11DL1UVL i\VQU \.dvDi3m6 CLL k3taL1V11 1 / I JV, LIAI UU1116 CLppivpiiaw p%,ium wi LV11L1uo. 6. Construct Clean Water Diversion above lots 59-61 to direct upstream clean water away from construction and to existing stream ,= LI�t11TS tF f channel. - 'DITktRA�iC l 7. Construct ST -12 and ST -13 with connecting Diversion Dikes 8. Construct Sanitary Sewer from MH EX -6 to MH 3-8 and MH[ 3-6A to sewer lots 59-61 74-75 and lots 40-45 (Kendra Street) 9. Construct 2nd road crossing,including appropriate erimeter i controls. 10. Construct Clean Water Diversion above lots 62-63 to direct upstream clean water away from construction and to existing stream - - , - channel. _ - -_ -- 11. Construct SB -4 ST -17 ST -20 and ST -21 with connecting diwersion dikes. Include construction of culvert at low end of access road to direct runoff above access road to SB -4. Refer to plan for Vocation and storm sewer inverts. 12. Build Storm Sewer 16-19 and 17A to direct runoff to SB -4. Provide inlet protection for all completed inlets as shown on plans. ,m,► f = % ' - _ __ 13. Construct 2 Series Sanitary Sewer up to MH 2-8 to sewer Lots 37-39 (Kendra Street) and Lots 62-73 (Warbler Way) 14. Construct other perimeter measures including silt fence, and tiree protection as shown on plans. 15. Complete Road and Watermain Construction. > -- o n N N 6 oQ�o`� o;;mm (n N t\ � _ U Rld r =- ----- t-f� /7i� MIC}, JVEL F. MYERS &c. No. 33028 !� � i 19NAL .���� i a W v UJ � c C� z I m 0 Lu I- 0 U) UJ 0 A W uJ � J V3 M M C/) A W W z z O U TJ U ®©MEN i i s 1 s e ' D#JLJ.PROJECTIJO:u_1111104 INDEX TITLE: ILJ SHEET NO: 11 OF 41 DATE: 11/07/2014 > -- o n N N 6 oQ�o`� o;;mm (n N t\ � _ U Rld r =- ----- t-f� /7i� MIC}, JVEL F. MYERS &c. No. 33028 !� � i 19NAL .���� i a W v UJ � c C� z I m 0 Lu I- 0 U) UJ 0 A W uJ � J V3 M M C/) A W W z z O U TJ U ®©MEN i i s 1 s e ' D#JLJ.PROJECTIJO:u_1111104 INDEX TITLE: ILJ SHEET NO: 11 OF 41 DATE: 11/07/2014 I m 0 Lu I- 0 U) UJ 0 A W uJ � J V3 M M C/) A W W z z O U TJ U ®©MEN i i s 1 s e ' D#JLJ.PROJECTIJO:u_1111104 INDEX TITLE: ILJ SHEET NO: 11 OF 41 DATE: 11/07/2014 ®©MEN i i s 1 s e ' D#JLJ.PROJECTIJO:u_1111104 INDEX TITLE: ILJ SHEET NO: 11 OF 41 DATE: 11/07/2014 INDEX TITLE: ILJ SHEET NO: 11 OF 41 DATE: 11/07/2014 LD -268 Roadside Ditch Calculation LD -268 Roadside Ditch Calculation - I LD -268 Roadside Ditch Calculation ; 1 �NNo'J � .......... - C9 O - c Whittin ton Subdivision - Phase B Earth Protective Lining Whiitin ton Subdivision - Phase B Earth Protective Lining # � > o 1.I t..a.s.....•.i..., c.. t..a...,......., nh.,.... a EaC$h Protective Llnlna g i � �i j `' m T SCC 1 YY !1111111 tVli a7lA 0.9 VL11Y Iw71V77 - r77CiJG v ', 0-5 0.3 CA Tc 12 Q2 Slope Allow n selec n=.03 n=.05 n=.015 110 010 DEP Remarks 0.9 0.5 0.3 CA Tc 12 Q2 Sloe Allow n sale n=-0 n=-05 n=.015 P 110 iQ1O DEP ;Remarks 31 30 12 0.025 4 0,005 73 0.05 0.08 0.615 9.5 4.3 2.65 0.033 4.0 0.03 3.58 5.77 3.55 0.61 Grass 0-9 0.5 0.3 CA Tc 12 Q2 Sloe A11ow n seIe n=.0 n=.05 P n=.015 110 Q10 'DEP,Remarks 0.005 634 0.437' 0.467 0.467 10.5 4.1 1.92 0.060 4.O 0.05 0.10 2.82 0.52 5.54 2.59 0.58 EC -2 32 31 12 0.025 4 0,005 55 0.038 0.067 0.683 10.0 4.2 2.88 0.085 4.0 0-05 0.14 3.56 0.57 5.66 3.87 0.64 EC -2 ai _ ; v M o S? -4i STA STA WS CA WS CA WS CA lne Acc ftlft Vel Vel Qn VEL DEP Qn DEP STA STA WS CA WS CA WS CA Inc Acc ftlft Vel Vel Qn VEL DEP Qn DEP 35 STA STA WS CA MCA WS CA Inc Acc ftif€ Vel Vel Qn VEL DEP Qn DEP 0.005 60 0.041 0.071 0.071 9.5 4.3 0.31 1 0.0101 4.0 SCC 1 16 ScC 11 0.025 4 0.005 " 0.119 31 30 12 0.025 4 0,005 73 0.05 0.08 0.615 9.5 4.3 2.65 0.033 4.0 0.03 3.58 5.77 3.55 0.61 Grass 21 20 12 0.025 4 0.005 634 0.437' 0.467 0.467 10.5 4.1 1.92 0.060 4.O 0.05 0.10 2.82 0.52 5.54 2.59 0.58 EC -2 32 31 12 0.025 4 0,005 55 0.038 0.067 0.683 10.0 4.2 2.88 0.085 4.0 0-05 0.14 3.56 0.57 5.66 3.87 0.64 EC -2 20 19 12 0.025 4 om5 642 0-443] 0.472 0,939 11.1 4.0 3.77 0.070 4.0 0.05 0.19 3.54 0.65 5.41 5.08 0.73 EC -2 661 0,04&1 0.0751 0.0751 5.01 5.51 0,411 1 0.0501 4.01 U31 2,631 35 34 12 0.025 4 0.005 60 0.041 0.071 0.071 9.5 4.3 0.31 1 0.0101 4.0 0.03 1.33. 0.69 22 23 1 5.77 0.41 0.34 GraSi* 34 33 12 0.025 4 0.005 60 0.041 0.071 0-142 10.7 4.1 0.58 0.013 4.0 0.03 1.731 0,0251 41 0.005 5.49 0.78 0.41 _raSS '; 33 32 12 0.025 4 0.005 35 0.024 0.054 0.195 11.7 3.9 0.76 0.033 4-O 0.03 2.62'- 6.77 0.94 EC -2 I 5.29 1 A3 0.38 GW 32 31 12 0.025 4 0.005 70 0.048 0,078 0.273 12.4 3.81 1.04 0.044 4.0 0.03 3.161 1.00 EC -2 31 30 5.16 1.41 0.41 GraSS 31 30 12 0.025 4 0.005 110 0.076 0.105 0.378 12.9 3.7 1.41 0.053 4.0 0.03 3.653 32 31 12 5.07 1.92 0.44 GraSS l 30 29 12 0.025 4 0.005 160 0.11 0.14 0-518 13.3 3.6 1.89 0.120 4.0 0.05 33 4.09 3.64 0.46 4.98 2.58 0.51 EC -2 29 28 12 0.025 4 0.005 80 0.055 0.085 0-603 13.8 16 2.16 0.120 4.0 0.05 33 0.11 3.77 0.48 4.90 2.96 0.54 EC -2 28 27 12 0.0251 41 0.005 90 0.062 0-092 0-694 14.2 3.5 2.45 0.120 4.01 0.05 1 0.12 3.89 0.50 4.83 3.35 0.56 EC -2 27 26 12 0.025 4 0.005 70 0.048 0.078 0172 14.71 3.5 2.68 0-120 4-0 0.05 0.025 0.13 3.97 0.52 4.76 3.67 0.58 EC -3A 261 25 12 0.025 4 0.005 55 0.038 0.067 0.84 15.1 3.4 2.86 0-111 4.0 0.05 4 0.14 3.92 0.54 4.69 3.94 0.61 EC -3A 251 24 12 0.025 4 0.005 60 0.041 0.071 0.91 15.5 3.4 3.06 0.111 4.0 0.05 2.13 0.15 3.99 0-55 4.63 4.21 0.62 EC -3A 24 23 12 0.025 4 0.005 70 0.048 0.078 0-988 15.9 33 3.27 0.095 4.0 0.050.16 4.0 0-03 5.40 0.58 4-56 4.51 0.66 EC -3A 23 22 12 0.025 4 0.005 60 0.041 0.071 1.059 16.2 3.3 3.46 0.079 4.0 0.05 2.57 0.17 4.50 0.62 4.52 4.79 0.70 EC -3A 22 21 12 0-025 4 0.005 55 0.038 0.067 1.127 16.6 3,2 3.64 0.060 4.0 0.05 0.18 4.16 0-66 4.47 5.03 0,75 EC -3A 21 20 12 0.025 4 0.005 60 0,041 0.071 1-198 17.0 32 3.81 0.053 4.0 0.05 0,19 3-75 0.69 4.41 5.28 0.78 EC -3A 20 19 12 0.025 4 0.005 60 0,041 0-071 1-268 17.5 3.1 3.98 0-053 4-0 0.05 0.005 0.20 3.34 0.70 4.35 5.52 0.79 EC -3A 19 18 12 0.025 41 0.005 5 0.003 0.033 1.301 18.0 3.3 4.29 0.033 4-01 0.05 0.21 2.76 U91 428 5-57 0.87 EC -3A 18 17 12 0.025 4 0.005 5 0.003 0-033 1-334 18.61 3.2 4.27 0.013 4.0 0.05 0.21 1.94 0.94 4,21 5.61 1.04 EC -3A SCC 2 32 31 12 0.025 4 0.005 5 0-003 0.033 0.033 5.0 5.5 0-18 0.044 4.0 0.03 2.041 1 7.07 0.23 0.21 GraSS j ' 31 30 12 0.025 4 0.005 5 0.003 0-033 0.066 5.8 5.2 0.34 0.053 4.0 OA3 2-57 6.79 0.45 026 Grass 30 29 12 OA25 4 0.005 15 0.01 0-04 0-106 6.5 5.0 0.53 0.120 4A 0.03 3.893 6.58 0.70 0.26 Grass, 29 28 12 0.025 4 0.005 50 0.035 0-064 0.17 6.9 4.9 0.83 0.120 4.0 0-05 0.04 2-97 0.34 6.46 1.09 0.37 EC -2 281 27 12 0.025 4 0.005 65 0.045 0.074 0244 7.5 4.8 1.16 1 0.120 4.0 0.05 0.06 323 0.38 6,2911.53 0.42 EC -2 271 26 12 0-025 4 0.0051 145 0-1 0.129 03731 8-0 4.6 1-73 0.120 4,0 0.05 0.09 3.56 0.44 6.15 2.30 0.49 EC -2 261 25 12 0.025 4 0.005 200 0.138 0.167 0.5411 8.4 4.5 2.45 0.111 4.0 0.05 0.12 3.78 0.51 6.03 3.26 0.57 EC -2 251 24 121 0.025 4 0.005 240 0.166 0.195 0.736 8.9 4.41 327 0.111 4.0 0.05 0.16 4.06 0.57 5.92 4.35 0.63 EC -3A 24 23 12 0.025 4 0.005 245 0.1691 0.198 0.934 9.3 4-4 4.07 0.095 4.0 0.05 0.20 4.04 0.63 5.82 5.43 0.71 EC -3A 23 22 12 0.025 4 0,005 215 0.148 0.178 1-112 9.7 4.3 4.75 0.079 4-0 0.05 0.24 3.92 0.70 6.72j 6.36 018 EC -3A 22 21 121 0.025 4 0.0051 175 0.121 0-15 1.262 10.1 4.2 5.28 0.060 4.0 0.05 0.26 3.631 016 5.62 7.09 0.85 EC -3A 21 20 12 0.025 4 0.005 90 0.062 0.092 1.3541 10.6 4.1 5.55 0.053 4.0 0.05 0.28 3.51 0.80 5.52 7.47 0.89 EC -3A 201 19 12 0.025 4 0.005 75 0.052 0.081 1.4351 11.1 4,0 5.76 0.053 4.01 0.05 029 3.54 0.81 5.42 7.78 0.90 EC -3A 191 18 12 0.025 4 0.005 75 0-052 0.081 1.516 11.7 3.9 5.92 0.033 4.0 0.05 0.30 2.99 0.89 5.29 8.02 1.00 EC -3A 18 17 12 0.025 4 0.005 451 0.031 0.06 1 -5771 12.3 3.8 6.00 0.013 4.O 0.05 0.30 2.11 1.071 5.171 8.161 1.20 EC -3A u o , SCC 4 16 ScC 11 0.025 4 0.005 " 0.119 31 30 12 0.025 4 0,005 73 0.05 0.08 0.615 9.5 4.3 2.65 0.033 4.0 0.03 3.58 5.77 3.55 0.61 Grass 21 20 12 0.025 4 0.005 634 0.437' 0.467 0.467 10.5 4.1 1.92 0.060 4.O 0.05 0.10 2.82 0.52 5.54 2.59 0.58 EC -2 32 31 12 0.025 4 0,005 55 0.038 0.067 0.683 10.0 4.2 2.88 0.085 4.0 0-05 0.14 3.56 0.57 5.66 3.87 0.64 EC -2 20 19 12 0.025 4 om5 642 0-443] 0.472 0,939 11.1 4.0 3.77 0.070 4.0 0.05 0.19 3.54 0.65 5.41 5.08 0.73 EC -2 661 0,04&1 0.0751 0.0751 5.01 5.51 0,411 1 0.0501 4.01 U31 2,631 0.025 .E 0 LU s - U 26 25 12 0.025 4 0.005 154 0.106 0.136 0.136 7.0 4.9 0.66 0.050 4-O 0-03 2.96 6.42 0.87 0.33 GraSS, SCC 10 27 26 12 0.025 4 0,005 160 0.11 0.14 0.276 7.6 4.7 1.31 0.065 4-0 0.03 3.87 6.26 1.73 0-41 G[aSS' 21 20 12 0.025 4 0.005 50 0.035 0.064 0.064 5.13 5.5 0.35 0,060 4.0 0.031 2,70 1 1 7.07 0.451 025ke355 28 27 12 0.025 4 0.005 109 0.075 0.105 0-38 8.0 4.6 1.76 0.052 4.0 0.03 3.84 6.15 2.34 0.48 Gr�SS 20 19 12 0.025 4 0.005 17 0.012 0.041 0.105 5.6 5.3 0.55 0.070 4.0 0.03 3.21 6.86 0.72 0-29 3 SSS 29 281 12 0.025 4 0,005 74 0.051 0.0811 0,461 8.41 4.5 2_091 0.026 4-0 0.03 3.09 6.03 2.78 0.58WW71 t 30 29 12 0.025 4 0.005 66 0.046 0.075 0.536 9.0 4.4 2.37 0.026 4.0 0.031 3.19 5.90 3.16 0.61 Gr�S$' 16 ScC 11 0.025 4 0.005 " 0.119 31 30 12 0.025 4 0,005 73 0.05 0.08 0.615 9.5 4.3 2.65 0.033 4.0 0.03 3.58 5.77 3.55 0.61 Grass 21 20 12 0.025 4 0.005 634 0.437' 0.467 0.467 10.5 4.1 1.92 0.060 4.O 0.05 0.10 2.82 0.52 5.54 2.59 0.58 EC -2 32 31 12 0.025 4 0,005 55 0.038 0.067 0.683 10.0 4.2 2.88 0.085 4.0 0-05 0.14 3.56 0.57 5.66 3.87 0.64 EC -2 20 19 12 0.025 4 om5 642 0-443] 0.472 0,939 11.1 4.0 3.77 0.070 4.0 0.05 0.19 3.54 0.65 5.41 5.08 0.73 EC -2 331 321 121 0.0251 4F 0.005F 601 0.0411 0.0711 0.7541 10.411 3.111 1 0.100 4-01 0.051 1 0.161 3t851 0.571 1 1 5.56 4.191 0.64 EC -2 i t I I T7. 7 c 361 351 121 0.0251 51 0.0061 731 U51 O.0811 0.967 11-71 3.9 3-771 1 0.0601 4.0 O-051 1 0.1913.341 0.671 1 1 5.281 5.111 0.75 EC -2 37 36 12 0.025 41 0.005 40 0-0281 0.0571 0.057 12.2 3.8 3..89 0.088 4.0 0.05 1 0.19 3.89 0.63 1 1 5.191 5.271 0.71 EC -2 16 SGC 13 0.025 4 0.005 172 0.119 LE W_ UUMB 7.0 4.9 0--72 0.010 4.0 0.03 361 351 121 0.0251 51 0.0061 731 U51 O.0811 0.967 11-71 3.9 3-771 1 0.0601 4.0 O-051 1 0.1913.341 0.671 1 1 5.281 5.111 0.75 EC -2 37 36 12 0.025 41 0.005 40 0-0281 0.0571 0.057 12.2 3.8 3..89 0.088 4.0 0.05 1 0.19 3.89 0.63 1 1 5.191 5.271 0.71 EC -2 16 SGC 13 0.025 4 0.005 172 0.119 0.148 0.148 7.0 4.9 0--72 0.010 4.0 0.03 221 211 121 OM51 41 0,0051 661 0,04&1 0.0751 0.0751 5.01 5.51 0,411 1 0.0501 4.01 U31 2,631 0.025 1 1 1 1 1 7.071 tttttt 0.531 0,2810Css SCC 5 151 16 12 0.025 4 0.005 172 0.119 0.148 0.148 7.0 4.9 0--72 0.010 4.0 0.03 1-661 6.42 0.95 0.46 GraSS'' 21 22 - 0.025 4 0.005 A , � 0 16 17 12 0.025 4 0.005 94 0.065 0,094 0.242 8.0 4.6 1.-12 0.020 4-0 0.03 2.40 6.14 1.49 0.48 GraSS'ttttt 12 0-025 4 0.005 500 0.345 0.374 0.374 9.5 4.3 1-61 0.071 4.0 0.05 0.08 2.88 0.47 M2625 5.77 2.16 0.53 EC -2 17 18 12 0.025 4 0.005 131 0.09 0.12 0.362 8.7 4.5 1.62 0.030 4-0 0.03 3-06 5.96 2.16 0.51 Grass'' 12 0.025 4 0.005 500 0,345 0.374 0.749 10-1 42 3.14 0.040 4-0 0-05 0.16 2.74 0-68 5.63 4.22 0,76 EC -218 19 12 0.025 4 0.005 136 0.094 0-123 0486 9.2 4.4 2.-12 0.030 4-0 0-03 3.27 5.83 2.83 0.57 Grass'' 12 0,025 4 0.005 500 0,345 0.374 1.123 10.5 4.1 4.62 0,015 4.0 0.05 0-23 2-09 0.94 5.54 6.22 1.05 EC -2 19 20 12 0-025 4 0.005 164 0.113 0,143 0.628 9.8 4.3 2.-67 0.032 4.01 0.03 3.55 1 1 5.71 3.58 0-61 Grass e 20 21 12 0.025 4 0.005 137 0.095 0.124 0.752 10.2 4.2 3.13 0-030 4-O 0.03 3.61 5.60 4.21 0.66 Grass 36 35 21 22 12 0.025 4 0.005 110 0.076 0-105 0.857 10.7 4.1 3..50 0.025 4.0 0.03 3.46 5.50 4.71 0-71 Grass 0.69 22 23 12 0.025 4 0.005 109 0.075 0-105 0.962 11.2 4.0 3.-84 0.021 4.0 0.03 3.32 5.40 5.19 0.76 V VSs 1 0.23 23 24 121 0,0251 41 0.005 761 0.0521 0.0821 1.0441 11.71 3.9 4_081 1 0.015 4-0 O-031 Z971 5.291 5.53 0-83 G6 4.0 0.05 0.25 I 0.84 6-74 6.77 0.94 EC -2 I 29 12 0.025 4 0.005 60 0.041 0.071 0.256 6.6 5.0 5.36 0.026 4.0 0.05 0.27 2.66 0.90 6.56 7.21 1.00 EC -2 31 30 12 0.025 4 0.005 50 0.035 0.064 0.32 7.2 II � SCC 3 w1_M__ - D COTTONTAIL LN STATIONING � � -__-_�--�-------_-_ � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 36 35 12 27 261 12 0.025 4 0,0051 10 0.007 0-036 0.036 5.0 5.5 428 0.065 4.0 0-05 1 0.21 3.55 0.69 7.07 5.78 0.78 EC -2 28 27 12 0.025 4 0.0051 60 0.041 0-071 0-107 5.5 5.3 4.65 0.052 4.0 0.05 1 0.23 3.33 0.75 6.91 6.27 0.84 EC -2 29 28 12 0.025 4 0.0051 70 0.048 0.078 0-185 6.0 5.2 5.04 0.033 4.0 0.05 0.25 2.87 0.84 6-74 6.77 0.94 EC -2 30 29 12 0.025 4 0.005 60 0.041 0.071 0.256 6.6 5.0 5.36 0.026 4.0 0.05 0.27 2.66 0.90 6.56 7.21 1.00 EC -2 31 30 12 0.025 4 0.005 50 0.035 0.064 0.32 7.2 4.8 5.63 0.026 4.0 0.05 0.28 2.70 0.91 6.37 7.57 1.02 EC -2 32 31 12 0.025 4 0.005 60 0.641 0.071 0.391 7.8 4.7 5.91 0.033 4.0 0.05 0.30 2.99 0.89 620 7.95 0.99 EC -2 33 32 12 0.025 4 0.005 70 0.048 0.078 0.468 8.4 4.6 621 0-085 4-O 0-05 0.31 4-31 0.76 6.05 8,36 0.85 EC -3A 34 33 12 0.025 4 0.005 80 0.055 0.085 0.553 8.7 4.5 6.55 0.100 4.0 0.05 0.33 4-64 0.75 5.95 8,82 0.84 EC -3A 35 34 12 0.025 4 0.005 90 0.062 0,092 0.644 9.1 4-4 6.91 0.100 4.0 0.05 0.35 4.70 0.77 5.86 9.31 0.86 EC -3A 36 35 12 0.025 4 0.005 50 0.035 0.064 0.708 9.5 4.3 7-14 0-085 4.0 0.05 0.36 4-46 0-80 5.78 9.62 0.89 EC -3A 37 36 12 OA25 4 0.005 20 0.014 0.043 0.752 9.$ 4.2 727 0.060 4.010.05 0.47 Grass; 0.36 3-93 0.86 5.69 9.80 0.96 EC -3A SCC 6 w1_M__ - D COTTONTAIL LN STATIONING � � -__-_�--�-------_-_ � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 36 35 12 0,025 4 0.005 150 0.104 0.133 0.133 5.0 5.5 0.73 0.035 4A 0-03 2.65 7.07 0.94 0.36 Grass; 37 36 12 0.025 4 0.005 140 0.097 0.126 0.259 5.6 5.3 1.37 0.048 4-O 0.03 3.49 6.85 1.78 0.44 Grass.; ; 38 37 12 0.025 4 0.005 122 0.084 0.114 0.373 6,1 5.1 1.91 0,048 4.0 0.03 3.80 1 1 6.70 2.50 XXXX 0-50 Grass,! 39 38 12 0.025 41 0.005 1021 0.07 0-1 0.4721 6.5 5.0 2'.37 0.048 4.O 0-05 0.12 273 0.59 6,561 3.10 0.65 EC -2 40 39 12 0.025 41 0.005 801 0.055 0-085 0.5571 7.2 4.8 2.70 0.024 4-0 0-05 0.13 2.18 0.70 6.381 3.55 0.78 EC -2 41 40 12 0.025 41 0.005 691 0-048 0-077 0.634 7.9 4.7 21.95 0.015 4.0 0.05 0.15 1.87 0.80 6-17 3.91 0.88 EC -2 0.095 0.477 7,7 4.7 2.24 0.060 4.0 0.05 0.11 2.93 0.55 6.22 2.97 0.61 EC -2 18 19 12 0,025 4 0.(3O5 SCC 7 0.111 0.14 0.617 8.3 4,6 2.82 0,050 4.0 0.05 0,14 2.90 0.62 1 1 &071 3.741 n 691 EC -2 48 47 12 0.025 4 0.005 63 0.043 0.073 0.073 5.0 5.5 01.40 0.010 4.0 0.03 1.43 7.07 0.52 0.37 Grass; 47 46 12 0.025 4 0 5 .00 74 0.051 0.081 0-153 6.2 5.1 01.78 0.020 4-0 0.03 2.19 6.68 1.02 0,42 Grass 46 45 12 0,025 4 0.005 76 0-052 0-082 0.235 6.9 4.9 1.15 0,030 4-O 0.03 2.81 6.45 1.52 0.45 Grass; 45 44 12 0-025 4 0.005 116 0.08 0.109 0.345 7.5 4.8 1-64 0.047 4.0 0.033.63 6,27 2.16 0.47 Grass; 44 431 12 0.025 4 0.005 124 0.086 0-115 0-46 8.0 4.6 2.13 0.047 4-0 0-03 3.88 6-15 2.83 0-52 GraSSi. I 43 421 12 0.025 4 0.005 140 0.097 0-126 0.586 8.4 4.5 266 0-035 4.0 0-03 3.67 6.04 3.54 0.60 Grassi 4241 12 0.025 4 0.005 153 0.106 0-135 0.721 8-9 4.4 3.20 0.012 4.0 0.03 2.57 5.92 4.27 0-79 GlaSSI !' SCC 15 t1612 0.025 4 0.005 13 0.009 0.038 0-038 5.0 5.5 0j.21 0,077 4.0 0.03 2.61 7-07 0.27 0.2016 0-025 4 0.005 6 0.004 0-034 0.072 5.6 5.3 Or -38 0.080 4-O 0-031 3.07 1 1 6.85 0.49 0.25 Grass EMI'm w1_M__ - D COTTONTAIL LN STATIONING � � -__-_�--�-------_-_ � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 z ®�� 13 12 iii ® • •' ������ 0.05_. 0.081 0.081 5.0 • • ���-----®� 0.038 4.0 0.03 G.4� ==MMMMMff 7.07 0.57 030 13 14 12 # i ���■ 70 0.0483 0.078 i 1 #� 53 i• �--�--�� 0.84 0.038 '' 0.03 2.83 W 6,83 1.09 038 Or s 14 15 12 0.025 4 0.005 65 0-0453 0.074 0.233 6.3 5-1 1-19 i�®��� ® • •� i 1 i i ®� i ��--� 0,03 3.42 4 iii ®® 1MM1M i •. i i ���■ M=® 4 i 1. ® i • i i. ��--®®�� 0,076 ®��■ 6.8 4.9 • is ��-��--���� 4.0 0-03 3.91 - 6.49 2.01 044 G1SS 16 17 12 0.025 4 0.005 63 0.0431 0.073 MICITAEL/F. MYERS c No. 33028 SCC 17 - SCC 19 - D COTTONTAIL LN STATIONING � � � � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 z 12 1 13 12 0.025 4 0,005 75 0.05_. 0.081 0.081 5.0 5.5 0.44 0.038 4.0 0.03 G.4� 2 7.07 0.57 030 13 14 12 0,025 4 0.005 70 0.0483 0.078 0.159 53 5.3 0.84 0.038 4.0 0.03 2.83 W 6,83 1.09 038 Or s 14 15 12 0.025 4 0.005 65 0-0453 0.074 0.233 6.3 5-1 1-19 ® ® • •� i 1 i i ®� i ��--� 0,03 3.42 4 .. 1.55 1MM1M 15 16 i i M=® 4 0,0051 67 i i 0,076 ®��■ 6.8 4.9 • is ��-��--���� 4.0 0-03 3.91 - 6.49 2.01 044 G1SS 16 17 12 0.025 4 0.005 63 0.0431 0.073 0.382 7.2 4.8 1.85 0,085 4.0 0.05 SCC 17 - SCC 19 - D COTTONTAIL LN STATIONING � � � � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 z 12 1 13 12 0.025 4 0,005 75 0.05_. 0.081 0.081 5.0 5.5 0.44 0.038 4.0 0.03 G.4� 2 7.07 0.57 030 13 14 12 0,025 4 0.005 70 0.0483 0.078 0.159 53 5.3 0.84 0.038 4.0 0.03 2.83 W 6,83 1.09 038 Or s 14 15 12 0.025 4 0.005 65 0-0453 0.074 0.233 6.3 5-1 1-19 0-050 4.0 0,03 3.42 4 6.64 1.55 0.41 .0 15 16 12 0.025 4 0,0051 67 0.0461 0,076 0.309 6.8 4.9 1.53 0.060 4.0 0-03 3.91 - 6.49 2.01 044 G1SS 16 17 12 0.025 4 0.005 63 0.0431 0.073 0.382 7.2 4.8 1.85 0,085 4.0 0.05 0,09 3-18 0.48 6.37 2-43 0.53 EC -2 17 13 12 0.025 4 0.005 95 0.066] 0.095 0.477 7,7 4.7 2.24 0.060 4.0 0.05 0.11 2.93 0.55 6.22 2.97 0.61 EC -2 18 19 12 0,025 4 0.(3O5 160 0.111 0.14 0.617 8.3 4,6 2.82 0,050 4.0 0.05 0,14 2.90 0.62 1 1 &071 3.741 n 691 EC -2 SCG 18 121 13 12 0.025 4 0.005 234 0.161 0.191 0,191 5.0 5.5 1.04 0.038 4.01 0,03 2,99 1 7,071 1.35 0.41 040 I '131 14 12 0.025 4 0.005 264 0.182 0,212 0-403 5.6 5.3 2.13 0.038 4,01 0.03 3,58 1 6.88 2.77 0.54 CidsS 14 15 12 0.025 4 0.005 264 0.182 0.212 0.614 6.0 5.2 3.17 0.050 4.0 0.05 OA6 2.98 0,65 6.72 4,13 0.72 EC -2 r, 1 181 191 121 0.0251 41 0,0051 761 0.0521 0.0821 1.1041 3.01 4.61 5.131 1 0.0501 4.01 0.051 1 0.261 3.371 0.781 1 1 6.151 6.791 0.871 EC -2 In LO -4it Azli t STORM CONVEYANCE CHANNEL CALCULATIONS 19 NOT TO SCALE - SCC 19 - D COTTONTAIL LN STATIONING � � � � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 z 25 24 12 0.025 4 0.005 60 0.0411 0.071 ®m® / 1 1 / 1 • • 1 . / ; ���■ / 1.1 1 / ---_- • • ®' 1 .' ®�® i i �� i i��■ i. i �-���--���. W 1 o o - 17+00 to 19+00 VDOT EC -3 MH OPENING MH OPENING 0' 1,00' - 29+00 to 32+00 GRASS 2 0' 1,00' - 25+00 to 29+00 VDOT EC -2 2 0' 1,00' - 17+00 to 25+00 VDOT EC -3 2 2' 1.00' - 17+00 to 19+00 VDOT EC -2 3 0' 1,00' W w VDOT EC -2 3 2' 1,00' m - VDOT EC -2 3 2' 1.00' 37+00 to 32+00 - VDOT EC -3 4 P4 W 26+00 to 31+00 - GRASS 4 0' 1,00' 31+00 to 37+00 - VDOT EC -2 5 0' 1.00' 15+00 to 24+00 1 181 191 121 0.0251 41 0,0051 761 0.0521 0.0821 1.1041 3.01 4.61 5.131 1 0.0501 4.01 0.051 1 0.261 3.371 0.781 1 1 6.151 6.791 0.871 EC -2 In LO -4it Azli t STORM CONVEYANCE CHANNEL CALCULATIONS 19 NOT TO SCALE - SCC 19 - D COTTONTAIL LN STATIONING � � � � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 ��® I 1 � / 1 i 1 • 1 ' ���®�■ i 1 � f 1 / :1 -----��� - ��� i i � # � i ���■ i i . � i t -�®�--�� 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 0.142 5.7 5.2 0.74 0.038 4.0 0.03 2.75 6.82 0.97 0.36E CaraSS 25 24 12 0.025 4 0.005 60 0.0411 0.071 ®m® / 1 1 / 1 • • 1 . / ; ���■ / 1.1 1 / ---_- • • ®' 1 .' ®�® i i �� i i��■ i. i �-���--���. VDOT EC -3 1 181 191 121 0.0251 41 0,0051 761 0.0521 0.0821 1.1041 3.01 4.61 5.131 1 0.0501 4.01 0.051 1 0.261 3.371 0.781 1 1 6.151 6.791 0.871 EC -2 In LO -4it Azli t STORM CONVEYANCE CHANNEL CALCULATIONS 19 NOT TO SCALE - SCC 19 - D COTTONTAIL LN STATIONING � � � � - -. c ' 93 27 26 12 0.025 4 0-005 55 0.038 0.067 0-067 5.0 5.5 0.37 0.038 4.0 0.03 2-31 7.07 0.48 0.28 tat 1 0' 1,00' - J 26 25 12 0-025 4 0,005 65 0.045 0.074 0.142 5.7 5.2 0.74 0.038 4.0 0.03 2.75 6.82 0.97 0.36E CaraSS 25 24 12 0.025 4 0.005 60 0.0411 0.071 0-213 6.3 5.1 1.08 0.050 4.0 0.03 3-34 - 6.63 1.41 0.40 GraS5 f Shoulder _11\ Where applicable Channel o NOTES: y OPENING IN TOP SLAB OF TWO BARS K TO BE USED IN EACH CORNER 1. ALL REINFORCING STEEL TO BE #& BARS WITH A MINIMUM 11/2" CHAMBER TO BE CIRCULAR W17H CIRCULAR OPENING IN .OP. CONCRETE COVER. W WHEN USED WITH TYPE A OR C TOWERS-, 1 BAR F E.F.-E.S. 2• ANY REINFORCING BARS IN CONFLICT WITH PIPE SHELLS ARE TO BE CUT A MINIMUM OF -1/2" FROM PIPE.. -GALVANIZED 55X19 T4 13E PLACED UNDER 3-. FOR DETAILS METHOD OF TURNING ANGLES AND APPROXIMATE ca TOP SLAB AND EXTENDED INTO SIDE WAI..LS QUANTETIES SEE SHEET 2 OF 4. TO WITHIN 2" Oi OUTSIDE FACE; A: PRECAST CHAMBERS OF THE BOLT TOGETHER TYPE MAY BE y SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS. STORM WATER CONVEYANCE CHANNELS SCC W D COTTONTAIL LN STATIONING KENDRA ST STATIONING LINER L 0' 1,00' - 30+00 to 35+00 GRASS 1 0' 1,00' - J VDOT EC -2 1 0' 1.00' z O 17+00 to 27+00 VDOT EC -3 1 2' U) - 17+00 to 19+00 VDOT EC -3 MH OPENING MH OPENING 0' 1,00' - 29+00 to 32+00 GRASS 2 0' 1,00' - 25+00 to 29+00 VDOT EC -2 2 0' 1,00' - 17+00 to 25+00 VDOT EC -3 f Shoulder _11\ Where applicable Channel o NOTES: y OPENING IN TOP SLAB OF TWO BARS K TO BE USED IN EACH CORNER 1. ALL REINFORCING STEEL TO BE #& BARS WITH A MINIMUM 11/2" CHAMBER TO BE CIRCULAR W17H CIRCULAR OPENING IN .OP. CONCRETE COVER. W WHEN USED WITH TYPE A OR C TOWERS-, 1 BAR F E.F.-E.S. 2• ANY REINFORCING BARS IN CONFLICT WITH PIPE SHELLS ARE TO BE CUT A MINIMUM OF -1/2" FROM PIPE.. -GALVANIZED 55X19 T4 13E PLACED UNDER 3-. FOR DETAILS METHOD OF TURNING ANGLES AND APPROXIMATE ca TOP SLAB AND EXTENDED INTO SIDE WAI..LS QUANTETIES SEE SHEET 2 OF 4. TO WITHIN 2" Oi OUTSIDE FACE; A: PRECAST CHAMBERS OF THE BOLT TOGETHER TYPE MAY BE y SUBSTITUTED WHEN APPROVED ON AN INDIVIDUAL BASIS. STORM WATER CONVEYANCE CHANNELS SCC W D COTTONTAIL LN STATIONING KENDRA ST STATIONING LINER 1 0' 1,00' - 30+00 to 35+00 GRASS 1 0' 1,00' - 27+00 to 30+00 VDOT EC -2 1 0' 1.00' - 17+00 to 27+00 VDOT EC -3 1 2' 1,00' - 17+00 to 19+00 VDOT EC -3 2 0' 1,00' - 29+00 to 32+00 GRASS 2 0' 1,00' - 25+00 to 29+00 VDOT EC -2 2 0' 1,00' - 17+00 to 25+00 VDOT EC -3 2 2' 1.00' - 17+00 to 19+00 VDOT EC -2 3 0' 1,00' 29+00 to 26+00 - VDOT EC -2 3 2' 1,00' 32+00 to 29+00 - VDOT EC -2 3 2' 1.00' 37+00 to 32+00 - VDOT EC -3 4 o' W 26+00 to 31+00 - GRASS 4 0' 1,00' 31+00 to 37+00 - VDOT EC -2 5 0' 1.00' 15+00 to 24+00 - GRASS 6 0' 1.00' - 35+00 to 38+00 GRASS 6 0' 9- - 38+00 to 41+00 VDOT EC -2 7 0' 1.00' - 41+00 to 48+00 GRASS STORMWATER CONVEYANCE CHANNELS SCC W D WARBLER WAY STA110NING PINE KNOT RD STATIONING LINER 8 0' 1.00' 15+00 to 17+00 - GRASS 9 0' 1.00' 15+00 to 16+00 - GRASS 9 0' 1.00' 16+00 to 17+00 - VDOT EC -2 10 0' 1.00' 19+00 to 21+00 - GRASS 11 0' 1.00' 19+00 to 21+00 - VDOT EC -2 12 0' 1.00' 22+00 to 21+00 - GRASS 13 0' 1.00' 22+00 to 21+00 - GRASS 14 0' 1,00' 24+00 to 27+00 - VDOT EC -2 15 0' 1.00' 27+00 to 29+00 - GRASS 15 0' 1,00' 29+00 to 32+00 - VDOT EC -2 16 0' 1.00' 27+00 to 29+00 - GRASS 16 0' L00' 29+00 to 32+00 - VDOT EC -2 17 0' 1,00' - 12+00 to 16+00 GRASS 17 0' 1.00' - 16+00 to 19+00 VDOT EC -2 18 0' 1.00' - 12+00 to 14+00 GRASS 18 0' 1.00' - 14+00 to 19+00 VDOT EC -2 19 0'-0" 1,00' 24+00 to 37+00 - GRASS T ► 5. ALL CONCRETE TO BE GLASS ACs IF CAST IN PLACE, 4000 PSI + m IF PRECAST. 2 aW I (5• THIS ITEM MAY BE PRECAST OR CAST IN PLACE. { 7. ELIMINATE DOWELS WHEN PRECAST' TY EE A -TOWER ARE ELECTED. BARS G 1t 9' C -C F F: I &WHEN SPECIFIED ON PLANS INVERT IS TO BE SHAPED IN ELEV = 436>.44 m / ACCORDANCE WITH STANDARD IS -1, THE MATERIALS BARS J 6" C^G E.F. _ INCIDENTAL TO THE SHAPING ARE NOT TO BE MEASURED OR PAJD.. SEPARATELY BUT THE COST OF SAME IS TO BE .INCLUDED IN THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE30 r �I YAP. 8.0 "---'°W" DENOTES BQrN THE INTERNAL OPENING IN TOP SLAB - I CHAMBER WIDTHE DIMENSION THE NARROW - _ - D, -F 1`-i" ELEVATION VIEW AXIS AND THE OI.NENSION OF THE OF CHAMBER TO BE OPENING IN THE TOP SLAB OF CHAMBER USED WHEN SQUARE N USED o W WITH E HE US- iv cv � BARS F PLAN ]VIEW TYPEAt B, AHD (TOP SLAB REINFORCEMENT) - BARS A c �f•�` l Ti'1 G TOWER. SEE 3 OF + INCREASE INDICATED DIMENSION BY V FOR DETAILS." ORn FOR USE WITH 72" PIPE. FI ~I THE LENGTH IT ALL BARS AND THE NUMBER REQUIRED OPENING WiI.L VARY WITH THE SIZE OF CHAMBER. B.. 6 6" BARS .A FOR OTANDARDDMIMATE WEIGHT SEE SHEET Z AND a OF T3ii5 MIN .T'^4 ` 12" DOWELS i --I BARS SEF NO E 7 BARS J BARS 8, C, E, G, H. MD J AAE SYRAIGHT, WEIR SIZING COMPU`II'ATIONS BASED I I STRUCTURE 24A DESIGNED TO � �„ C- /BARS A > ON 1YR DESIGN STOIRM (FIRST BARB ADHERE TO THE VDOT STD. JB -1 BARS a FLUSH TO BE CONVEYED TO ACCEPT AS MODIFIED DIMENSIONALLY Ii BIOFILTER). FOR DETAILS OFHEREIN. PROVIDE SHOP DRAWING TO W Q w�, v . I f' ra ? q a STEPS SEE ENGINEER FOR REVIEW PRIOR TO .}. STANDARD ST -1 w - E C BARS I A _ 4.99 Ac ORDERING STRUCTURE. --1 SMITE IT = 3.3 in/hr'�� Q = 9.88 efs 5.0 ? 7 _.., BARS G -CIL OPTIONAL KEYED B�� GG � 1� _G BAS D WEIR EQUATION W CONSTRUCTION JOINT I SECTION A -A SECTION B -B 3.5 x 1.0 ;�I�{; W 1= `�VD07 SPECIFICATION Q = CLHA(2) OPENING � 1 � w JUNCTION BOX CHAMBER DETAILS FOR 4�8 ` 211 REFERENCE � w ROAD AND EiTi1DGE STANDARDS 9.8 8 = 3 * 3 , 5 *H (2) Q+ � SHEET T D REVISION DATE PIPE CULVERT MAX. DEPTH (H) 0 ��� H - 1.0' VIRGiNIA DEPARTMENT OF 'riRANSPORTATION "202 U) v .�...�•.�.. •�� - 1 I� -J.J it I I DOM, PROJECT NO:t3.003 �4.0' - INDEX TITLE: rT� JB -1 VDOT DETAIL E19 SECTION A -A EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. I V_� 19 EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. 4 STRUCTURE 24A DETAIL�. - SKEET No: �� OF 1 S to rmwat e r C o nve - an c e Channel S c h_e_ a�a_ 1 e E�----_------ --- _----_------. E19 NOT TO SCALE DATE: 11/07/14 I A w" I I 8" REINFORCED CONCRETE WALL FROM STR 25 5.0' 15" PIPE 15" PIPE 437.64' , 437.44 TO STR 23 1 A IN THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE30 r �I YAP. 8.0 "---'°W" DENOTES BQrN THE INTERNAL OPENING IN TOP SLAB - I CHAMBER WIDTHE DIMENSION THE NARROW - _ - D, -F 1`-i" ELEVATION VIEW AXIS AND THE OI.NENSION OF THE OF CHAMBER TO BE OPENING IN THE TOP SLAB OF CHAMBER USED WHEN SQUARE N USED o W WITH E HE US- iv cv � BARS F PLAN ]VIEW TYPEAt B, AHD (TOP SLAB REINFORCEMENT) - BARS A c �f•�` l Ti'1 G TOWER. SEE 3 OF + INCREASE INDICATED DIMENSION BY V FOR DETAILS." ORn FOR USE WITH 72" PIPE. FI ~I THE LENGTH IT ALL BARS AND THE NUMBER REQUIRED OPENING WiI.L VARY WITH THE SIZE OF CHAMBER. B.. 6 6" BARS .A FOR OTANDARDDMIMATE WEIGHT SEE SHEET Z AND a OF T3ii5 MIN .T'^4 ` 12" DOWELS i --I BARS SEF NO E 7 BARS J BARS 8, C, E, G, H. MD J AAE SYRAIGHT, WEIR SIZING COMPU`II'ATIONS BASED I I STRUCTURE 24A DESIGNED TO � �„ C- /BARS A > ON 1YR DESIGN STOIRM (FIRST BARB ADHERE TO THE VDOT STD. JB -1 BARS a FLUSH TO BE CONVEYED TO ACCEPT AS MODIFIED DIMENSIONALLY Ii BIOFILTER). FOR DETAILS OFHEREIN. PROVIDE SHOP DRAWING TO W Q w�, v . I f' ra ? q a STEPS SEE ENGINEER FOR REVIEW PRIOR TO .}. STANDARD ST -1 w - E C BARS I A _ 4.99 Ac ORDERING STRUCTURE. --1 SMITE IT = 3.3 in/hr'�� Q = 9.88 efs 5.0 ? 7 _.., BARS G -CIL OPTIONAL KEYED B�� GG � 1� _G BAS D WEIR EQUATION W CONSTRUCTION JOINT I SECTION A -A SECTION B -B 3.5 x 1.0 ;�I�{; W 1= `�VD07 SPECIFICATION Q = CLHA(2) OPENING � 1 � w JUNCTION BOX CHAMBER DETAILS FOR 4�8 ` 211 REFERENCE � w ROAD AND EiTi1DGE STANDARDS 9.8 8 = 3 * 3 , 5 *H (2) Q+ � SHEET T D REVISION DATE PIPE CULVERT MAX. DEPTH (H) 0 ��� H - 1.0' VIRGiNIA DEPARTMENT OF 'riRANSPORTATION "202 U) v .�...�•.�.. •�� - 1 I� -J.J it I I DOM, PROJECT NO:t3.003 �4.0' - INDEX TITLE: rT� JB -1 VDOT DETAIL E19 SECTION A -A EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. I V_� 19 EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. 4 STRUCTURE 24A DETAIL�. - SKEET No: �� OF 1 S to rmwat e r C o nve - an c e Channel S c h_e_ a�a_ 1 e E�----_------ --- _----_------. E19 NOT TO SCALE DATE: 11/07/14 w w" Ld <, z a LU z - CQ J u �; 1 15" PIPE TO STR 24 1W F� IN THE PRICE BID PER CUBIC YARD OF JUNCTION BOX CONCRETE30 r �I YAP. 8.0 "---'°W" DENOTES BQrN THE INTERNAL OPENING IN TOP SLAB - I CHAMBER WIDTHE DIMENSION THE NARROW - _ - D, -F 1`-i" ELEVATION VIEW AXIS AND THE OI.NENSION OF THE OF CHAMBER TO BE OPENING IN THE TOP SLAB OF CHAMBER USED WHEN SQUARE N USED o W WITH E HE US- iv cv � BARS F PLAN ]VIEW TYPEAt B, AHD (TOP SLAB REINFORCEMENT) - BARS A c �f•�` l Ti'1 G TOWER. SEE 3 OF + INCREASE INDICATED DIMENSION BY V FOR DETAILS." ORn FOR USE WITH 72" PIPE. FI ~I THE LENGTH IT ALL BARS AND THE NUMBER REQUIRED OPENING WiI.L VARY WITH THE SIZE OF CHAMBER. B.. 6 6" BARS .A FOR OTANDARDDMIMATE WEIGHT SEE SHEET Z AND a OF T3ii5 MIN .T'^4 ` 12" DOWELS i --I BARS SEF NO E 7 BARS J BARS 8, C, E, G, H. MD J AAE SYRAIGHT, WEIR SIZING COMPU`II'ATIONS BASED I I STRUCTURE 24A DESIGNED TO � �„ C- /BARS A > ON 1YR DESIGN STOIRM (FIRST BARB ADHERE TO THE VDOT STD. JB -1 BARS a FLUSH TO BE CONVEYED TO ACCEPT AS MODIFIED DIMENSIONALLY Ii BIOFILTER). FOR DETAILS OFHEREIN. PROVIDE SHOP DRAWING TO W Q w�, v . I f' ra ? q a STEPS SEE ENGINEER FOR REVIEW PRIOR TO .}. STANDARD ST -1 w - E C BARS I A _ 4.99 Ac ORDERING STRUCTURE. --1 SMITE IT = 3.3 in/hr'�� Q = 9.88 efs 5.0 ? 7 _.., BARS G -CIL OPTIONAL KEYED B�� GG � 1� _G BAS D WEIR EQUATION W CONSTRUCTION JOINT I SECTION A -A SECTION B -B 3.5 x 1.0 ;�I�{; W 1= `�VD07 SPECIFICATION Q = CLHA(2) OPENING � 1 � w JUNCTION BOX CHAMBER DETAILS FOR 4�8 ` 211 REFERENCE � w ROAD AND EiTi1DGE STANDARDS 9.8 8 = 3 * 3 , 5 *H (2) Q+ � SHEET T D REVISION DATE PIPE CULVERT MAX. DEPTH (H) 0 ��� H - 1.0' VIRGiNIA DEPARTMENT OF 'riRANSPORTATION "202 U) v .�...�•.�.. •�� - 1 I� -J.J it I I DOM, PROJECT NO:t3.003 �4.0' - INDEX TITLE: rT� JB -1 VDOT DETAIL E19 SECTION A -A EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. I V_� 19 EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. 4 STRUCTURE 24A DETAIL�. - SKEET No: �� OF 1 S to rmwat e r C o nve - an c e Channel S c h_e_ a�a_ 1 e E�----_------ --- _----_------. E19 NOT TO SCALE DATE: 11/07/14 O -m 91 c c 269 T Lu m M 8 PAR 73F SVT DB COMPA PC 969 TM( PAR F6~ONED: RA E LAND USE: VACANT COM NY 70" DR 3033 P 9 RA -7- - 40,1 USE: NT e C U LV f RT A 7*4 8 16 Ac > 14764 S MY -KS MI( Elu. No. 33028 5 A 20' 14;7 X\aT PC 627 89 P 25 AR 11fil 10 /Z EVERC LAND OMPANY SCG -5 -41,447P' 3.84 Ac 185 PC 608 TAf 89 PAR 73C ONAL ala ZON - ED: RA EVERCREEN LAND VA USE. sx C VPANY DB 3385 PC 608 7 ZONED: RA IWASM VA CANT loom c) IN er mom r,.., mono LLJ Nunn an mom V r f/// lli f, / CULVERT 5 MIS, -�, Jjf�/r /1//fj\\�\ \ _ ` _ ,_- ��� es 0.52 Ac ss 5cc-'G Gross —.1 .82 Ac Z z c) 2.00 Ac ca ss S r a G \vF LLj C9 —580-- -500 LLI Lo Lo u cci EC CD, CD --5C 70-- -32 -S. 0- 40, 0. 1,0 Ac 1,0 LLI w pa rA x'zx rn M m( CULVERT D co Z z ZL -4 4- 0 J 1.23 C) �� __� -._-- �-- - — - � / � t // I i ! -X'X /W/o/ 1ll/M v =3.94 Ac, - — ----- CD CD / / EC— 2 r d , / 0 ! ! / j _ I � \ \ � 4 I j l } 1 \ '\ \ ,,� \�,� � � ..�. /o \ '�_ ;/ / �/ (- - = _ _ !' i / \ ''� \\ � \ � ^ =--_ --` /i, ,�;'%i �' � :\\�� � ��� \� \ \ --._.•�:�L-Ofio�3 `= � /o j �1J/JJ//�I/l', _ Z J./jjj \ \ � - _' '/li i /d 1 ii ddJ!/ JI/yI+�//d I l1 l J, \ \ \\\ \\;\\\\` \ , \\�_-~ _\- -_-% --_ S \ _< �5C 4 uj N<� - - .5 6 _ __ _ s, /%�`/ %i j // /// I l I! l / \ \ \�`\� _ — _ �- 6 - 9� ! 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PROJECT N0:13.003c A- -EX15TING�3p INDEX TITLE: -0p-en-*a-,c—eC- T3914c CULVERT E Open S) Y (59 Ac N J. 34 \ , -,, . \ q, 1, 81--- U 4 Tvs 1j -- ' —470 > -3�-:7 AA' SHEET NO: 24 OF 41 CULVERT AND SCC DRAINAGE AREAS 100 0 too 200 300 �EJ23 I - I SCALE: 1" DATE: : 11/07/2014 640 109 �35) 17 106 �33)s 515 32 31 __- - . ...... ....... ....... ... ..... . ... ...................... (31 A) C:j . . . . . . ........................ ........ . . ........ .. . . .... . ... ......... . . .. . . ........... . .... .. . - -- V) . ...... . ---- ------- --- ---- C� T - - ............. .. 04 F m 450 C:. ... .... .... 77 . . . ... .......... . . . .... 640 . .. ..... .. 510 - - --- -- ----- --- - ------- M - - - - W /-PROP-.--- (,RAI)F . ... . .. ..... . 635 . . . ............. . . . . . . . . LLJ -------_- . . . . . . ....... . .... 510 ....... . . ... . C14 CD WE 'Q 338% . ........ . . .. 440 ES- -- . .... U -i, cq .. . . . ...... --- ----- -- -------- 440 uj Con 0 . . . . ........ ........... 0 ..... . ......... ... .. . . . ... . . ....... . . ......... ... - - - - - -- . .......... ...... ........ .... ... . . .... 435 505 . . .. . ........... 630 430 ... . .... . ...... . .... ..... -- - - ------- - --- ....... ............ .. .. . ....... 430 . ..... CD 'o 2-- 2 ........... . . .. . . ... .... .. ..... . . . . .... ......... ...... C-0 625 425 ......... .. .. . to 4 �oo L0 425 ...... .... ... . . . ... ...... . ... Co r, (p . . . . . . ........... .. . .. ....... ..... . . . ............ 8 WKI'ERLINE...- . . . .. ...... ... ..... ....... . . . . . . . . ............. . ... .. . . . . . . ........................ .. . ... .. .... . . . ..... ..... . ....... . . 5 00 C) . . .................... 0 ''PROPOSED 'GRADE., ..... . ... . . . . . ..... 500 ........ ... . . . . . . ........ IL - - ........ .. . 630 >-> > ZZZ -------- ----- . . .... . ...... .. ... .... . 9150 10+00 .. .... - ----- - ------ .. .. ...... . ... ............. �_'ELEV: 48M6 . . . ..... ............... . . . ................. ..... --------- . .... ....... ... ... . . . . ... - ----- - . 615 .......... ... .. . . .. . ......... . ........... 495 . . . . ....... . ...... ........ . ............ . ... ............... ..... .. .. ... .. . ..... 495 610 - ------ ... .. ..... ... .... ......... . ...... . . . . ....... ... .. ......... . 490 . . . ...... ... ... ... ..... .... . . ... . . . ..... . . .... . . . ..... ... . ...... .......... ..... ........ .. . ................. ..... . . .. ............... ........ . . .. . . . . - - - ......... ....... . . . .. .. . . . ........ .. . . ... ... ... ...... 490 00 12"Ymin ... .. .. ..... . ... ... ..... ..... . PROPOSE . . ... ................ . . . ..... .... . . .. ......... . .. . .... .. .... . . . ..... 605 . . ...... .... .... .... . GRADE . ... .... . ... ... .. 04 . . ...... .. . ... 485 0 . .. . . . . .. ............. ... . .. . ....... ...... ... ....... . . . ... .... ........ . - - - - - 485 s625 . . ... .. ... 600 52. 7 6 24" HDPE 09.23% 480 38. 00' - 1 8' Rep o 3. i x-- . ....... ..... . . . ------ -- > > > _Z Z_ Z_ HDPE. 0 Z26 480 10+00 ..... ................... ... ..... . ..... ........ . .. ........... . ... . . . ...... OUTLET . . ........ ... . . . .. ......... ... . 8" PVC SANITARY SEWL' . . . ....... ... . . . . ...... ... L 18" R p 01081% 0 PROTECTIOWL. 475 HDPE -0 1.85%- 76.87' STA; 1 1 +1 5.71 I. 475 . . . . . . . . . . . . ..... .. .... ... ... . . ELEV: 47.8. 5 4- . . . . . . ........ 77 7 . ... .. . ......... 620 ... ........ ... .. . . . .... .. ..... . . ..................... .. . ... . .. ......... ...... . - . .. ... ..... . . ..... .. ... . 00 ........ . . . . .. .. .. . ............. ......... . . . . . .. . ...... . .. .. ...... ........... ............. . . . ......... .... . ......... . ..... ...... .... ...... ........... . . . ........... . ... ..... .... ... ... ... ..... . . .. . . ... ... ..... ....... ... 470 . . . . . . . ... ....... ... .......... ........ . . . ....... . ..... 0, W . ............. ... . . ........ .... .. . . ... ..................... . ......... ... ... ........ ......... ... . .. . 0 .. . ...... . ... L --- - - -- ---- -- - . . . ... ... ......... ..... . . . . ... .......... . OPE, 0132% 465 ... .... . ........... . ... .. .......... . . ..... ... .. .... .. . ........... . .... ............... 465 . . . ... ......... ....... . ........... . 0 rl� .. . ............ . 0 Lo i . . .. ... .......... . 00 . .................. . ...... ... ... 1:6- I61 Co' o 0 '* . .. ... ....... ..... . - ----- -----__ __ 00 ... ....... ... ..... .... ....... . . ......... .... . . (o r- rl .4 . .. . .... 460 ............ b - ----- . ... . .. . .... -------- --- . . ..... ... . .... ......... - -- ---- - - - - - - - ..... ... . ... .. .. .... . . . . . ... ...... ...... . .. . ..... ............ 460 ........... C) . .... .......... Z' . .. . . ........ . . . z 0 - 455 (n > Z .. . . .... . ............ . (n Z'Z . .. .............. .. .. .... . . . . . . ......... ... . - ------ . ..... I 1. V) >- >L ->L LL - I ...... Z Z Z .11.1-11 11 I I - - .......... .. . . ..... . > Z ............................. ... - 455 ...... .............. . .. 8" DIP. WATERLINE ------ .... ...... .... . ...... ... 610 STk 10+37.94, ELEV062186- .. . ..... . . . . ... ............. . .. . ...... 60b ..... ....... - - ------ -- 600 -- - ----- 1, M, . ..... . EXISTING 595 .. .... . ... . . . . .. . . ...... ..... . GRADE 590 8- PVC SAN. RMAIEP . . . . . ...... . .. ... . ... Z -S TA"16+93 �' 7 . ..... . 585 .......... .. . 'V -597.78- . . ........ .. s580 . .. ........ - ----- . . ......... .. ...... .. . ... ..... .. . . ... ... . . ...... ...... . . ..... . 575 -- - --- ..... . ... ... . .... Is570 565 . ... ..... . ... . . . . ... ....... . . ....... .. . . ... ... . ...... ... ....... 560 .. . . . ... .... . .............. . .. .... . . . ..... s... 555 .. ................. ... . ..... ... . ..... .... ........ ..... . ........ I 550 .. . . . ...... . 545 ...... . . ... .... 540 5 35 < . ... ... . .. . . . . . . . . . . . .. . . . . . . ...... . . . . . . . . . . . . . . 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Co 0) 00 + C,4 + ....... ... + (D Lo 'n 5 2 5 0 0 Lo - - - - - - - za . . ..... C) . . . . . . Z 0 .......... .. 0 Z . . . . . . . . . . 0 Z 00 . . . . . . .. .. 520 V) :> z V) > > Zr Z > > < V) Z - . . . . ... . ... . V) > Z Z < > > < 0 9+75 - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Z En 17+00 (n Z Z- 18 00 SWM PROFILE 36 TO 30 --- ----- -- - ------ L - .... ..... . /4 HORIZ I" = 30', VERT I" - 10' r2__�SWM PROFILE 19 TO 16 ���MRIZ �1" V�ERTI - - 10' 450 240A 203 460 109 108 17 106 Co 515 __- - . ...... ....... ....... ... ..... . ... ...................... 515 C:j . . . . . . ........................ ........ . . ........ .. . . .... . ... ......... . . .. . . ........... . .... .. . - -- . . . ......... . . . ------ . ...... . . . . . . . . . . . . . . . . . . . . .. C) K) . .. ...... . - . .. . . ... . ... ... . ... ..... . . . . . . . ... ....... . . ... . - - ............. .. 04 640 m 450 ........ . ......... . ... .... .... 77 . . . ... .......... . V) 640 . .. ..... .. 510 - - --- -- ----- --- - ------- M - - - - W /-PROP-.--- (,RAI)F . ... . .. ..... . 00 . . . ............. . . . . . . . . . . .. ...... .... .. -------_- . . . . . . ....... . .... 510 . . ... . ..... ......... . . . ... WE 'Q 338% . ........ . . .. 440 ES- -- . .... - - - .. . . . ...... --- ----- -- -------- 440 uj Con 0 . . . . ........ ........... 0 ..... . ......... ... .. . . . ... . . ....... . . ......... ... - - - - - -- . .......... ...... ........ .... ... . . .... 435 505 . . .. . ........... 630 430 ... . .... . ...... . .... ..... -- - - ------- - --- ... ..... ......... . ... ------ 430 . ..... 505 2-- 2 ........... . . .. . . ... .... .. ..... . . . . .... ......... ...... _SHT -E28-_l-"-l'- 625 425 ......... .. .. . to 4 425 ...... .... ... . . . ... ...... . ... Co r, (p . . . . . . ........... .. . .. ....... ..... . . . ............ 8 WKI'ERLINE...- . . . .. ...... ... ..... ....... . . . . . . . . ............. . ... .. . . . . . . ........................ .. . ... .. .... . . . ..... ..... . ....... . . 5 00 .. ... .. . .. ... ..... . . . .................... 0 420 . ....... ..... . ... . . . . . ........... 500 ........ ... . . . . . . ........ STA10-1 0+.30, 81-11 .... ......... --EXISrING - - ........ .. . ------------- ------------ -1 I � 1. -11,11,111, -, t.111- (n >-> > ZZZ -------- ----- . . .... . ...... .. ... .... . 9150 10+00 .. .... - ----- - ------ .. .. ...... . ... ............. �_'ELEV: 48M6 . . . ..... ............... . . . ................. ..... --------- . .... ....... ... ... . . . . ... - ----- - . 615 .......... ... .. . . .. . ......... . ........... 495 . . . . ....... . ...... ........ . ............ . ... ............... ..... .. .. ... .. . ..... 495 610 - ------ ... .. ..... ... .... ......... . ...... . . . . ....... ... .. ......... . 490 . . . ...... ... ... ... ..... .... . . ... . . . ..... . . .... . . . ..... ... . ...... .......... ..... ........ .. . ................. ..... . . .. ............... ........ . . .. . . . . - - - ......... ....... . . . .. .. . . . ........ .. . . ... ... ... ...... 490 00 12"Ymin ... .. .. ..... . ... ... ..... ..... . PROPOSE . . ... ................ . . . ..... .... . . .. ......... . .. . .... .. .... . . . ..... 605 . . ...... .... .... .... . GRADE .. ................... . ... ... .. 04 . . ...... .. . ... 485 0 . .. . . . . .. ............. ... . .. . ....... ...... ... ....... . . . ... .... ........ . - - - - - 485 0 . ................... . 600 52. 7 6 24" HDPE 09.23% 480 38. 00' - 1 8' Rep o 3. i x-- . ....... ..... . . . ------ -- > > > _Z Z_ Z_ 595 480 10+00 ..... ................... ... ..... . ..... ........ . .. ........... . ... . . . ...... OUTLET . . ........ ... . . . .. ......... ... . 8" PVC SANITARY SEWL' . . . ....... ... . . . . ...... ... L PROTECTIOWL. 475 STA; 1 1 +1 5.71 475 . . . . . . . . . . . .... ... ... . . 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Lo-W 610 00 LL_ 605 605 04 CD.- r,. . r, . 0 ai oi 600 0 600 0 z z 0- 595 > > > _Z Z_ Z_ 595 40 10+00 (_4�SWM PROFILE 34A TO 34 �E30 HORIZ I" = 30', VERT 1" - 10' E < 2,� E 4� tn 0 n 41 'T UD z C) 'hk'No. 33028 ONA L I C%2 Co Co U) Lu m LM Lo La 77 C) M W 114 w ui C\2 02 Z uj I MEEME INDEX TITILE: 7.r'� 3 0 SHEET NO: 31 OF 41 DATE: 11/07/2014 C%2 Co Co U) Lu LM Lo La 77 C) W 114 w C\2 02 MEEME INDEX TITILE: 7.r'� 3 0 SHEET NO: 31 OF 41 DATE: 11/07/2014 C%2 Co W 114 w Cfl Z V2 MEEME INDEX TITILE: 7.r'� 3 0 SHEET NO: 31 OF 41 DATE: 11/07/2014 600 209 �1 I A) 30 640 Incr CxA Total CxA 26 c� i Sys (in/hr)� Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope N Line Size (in) Capac Full (cfs) .... ......... 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Impact Area 3: 20,625 SF \\ Impact Area 4: 20,676 SF d Impact Area 5: 7,591 SF ' TM 89 PAR 73F5 j C� \ EVERGREEN LAND / 56,755 S F COMPANY ' DB PG 269 ZONED RA TM 89 PAR 73F7 \ EVERGREEN \\ USE: VACANT LAMCOMPANY �— MITIGATION AREA REQUIRED: I ( DB 3033 PC 269 e ; TM 89 PAR 73F6 ZONED. RA 2 x IMPACT AREA EVERGREEN LAND ` ` \ \ USE: VACANT COMPANY 2 x 56,755 SF = 113,510 SF DB 3033 PG 269 \ \� ZONED: RA USE: VACANT \� �\�\�\\\\ \ l MITIGATION AREAS PROVIDED: TM 89 PAR 73F4 1 " 1 " ! dl w (,('1////,' // i = �_�_ _ _ _ __ 1 ? / >. \ \ \ \ \ \ \- -\\ - 113,510 SF - 2.61 AC EVERGREEN LAND i ( d / l' 11 / -- �J \ \ \ \ \�\ 'r \ DBCOMPANY 3p33 PCYzs9 _ i RA / f//�l � \ 7,39 USE: VACANT - - _ - - -- _ _ /i// / /l Ill/ 1%/. /lI 'r ` \��` _/ / `l\ \ �l�l l TM 89 PAR 1 \� 73G6 sY .c`C a i ^ EVERGREEN LANDdo COMPANY _y \ DB 385 P 608 \ - - - r \ \ 3 G 11 TM 89 PAR 7365 - - / / �) ZONED: RA <Y -- _ j / CS- EVERGREEN LAND f 1- I! 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OPEN SPACE ODI M WHITE DB 1799 PG 233 ZONED: RA \\\ \\ \•` --- � r - \\\� Impa C t ~ A , ea # RESIDENTIAL OT / - - - ---- -_- -- \ 4/l1/ddll( \ _ LP\x\I yl_ =��- i i� j/,%/ ,,. j/ ' �\ .\��� .,' - _, _ 1 \ � �, _ \'� � `\\'� \. \ Q._ \' - \ \\�`'�\`, �,\ \ \ \I,OT 411, ;��11�11��� I\ f\\ �g �\ 5' �'//1/ r1 � 'I I _' • � -- /�oT \ 'N\\ \` \\ k� : 40, \ j\\ \ \1\;0 .III�Ir�dl// � \Ild �d'll(III 1 `i l _ \ \\' �\ \ �\lam - \ `� ,I I �\ �a>��� - -- � I I I � \I: I\\\� , i 'L � \� �\_`_%/ // ���/; //f 1 \ \ \\ / \� / �F IDT 1 90 \ `\ TM 90E PAR 67 , � ' 1 `\�, \ � 11'1�1`�,\ \\\\\\ ,\ , -- - c }, �\(1\\\\ \ \ /. ,� � , ' \ _ 'I / � - / 4y�,� - - _ /�; /1/ lel/ ) \ \� \ \ \ / \ ({ ! ( ➢ ; \ , \L`�`.\, _ - • \ \ \ �` ,'�\ T - -- Impact AT re/a�\. � IUNOR CH RISTINE MLISLE\ PC ZONEDR17lG USE: RESIDENTIAL p_I\D // �' �// j ��j % 1 } 1 , J �i (, ;, \ �.\_ > � PHASE B,; i/ / f i %//,// � Ij• `>\� - - \ � TV R PE PA R 66 �� RO OR 1 ARET M/j HARRIS ON 113 PC 293l ZONED: R 1 • s - RES IDENTIAL Open Impact Ara 7' 5�t ' 9 °,4 J mn�, / - = \ \ / �' Q n 1 '' ✓ - Ji�/ / / j d `\ Yt' -- I -\ YTAI 90E PAR 651, Cd. �, - - -- - - - -- - A % / / // /` //• f f \ Li�T"! l \ -- / /% / �) 6 f l _ - _ - - WAY R. KELLY J FIA z _ _ _ DB 2951 PG 733 l \ - \ / // ^ - / , %/ / + / / S / L11.9&_ A (\ \ 1 ' \ ` \ \ / J� ( J t \\ - _ - -- - _ - -- �. - \ \ ZONED R 1 - ' ( � \' \ \ \ _ , � \ \ `\� ' ,r -- _. �' - \. .,� lERFSIDENTJAL - 7- % / l 1 �i �/ ( %�. ^\ - - -\ - .✓ '-_ -_-- - irr / % -� I !'" 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( _- \ \ \ \ \I J�- , _-&; `�� • 93,1rAc s. - _ - _- -" `- , ` \ � ,`, \ \' - - S % J': � � I I I USE: RESIDENTIAL l I I l T1. 90 PAV' 15 TMDB��� ofi . •;� / W ` �i�- \ \ \ 8 9�� \\ 7 .-9.L res `�" i s"d P A \ ' \ \ v \ / \ I f 1 /WTTIItTO6C CTON LSI T J/ A`= -- \ \ \, SSS- _ s - \ G jj \ TM 90 PAR 4B / d ( D Z�NE�9' (RD 9 _ _ NEj�D,r0.9�N 7 i &B Q N, C / \ \\ �P GERALD M. MONTOYA -1 - U E: V,,IC v7 __ ASy ZO c `, 4t 6 \ TM 9D PAR 39 I TM 90 PAR 40 - \�\ \ ✓ - USE. ' AG ` �A cre 0�\ n JOHN S. TM 90 PAR 41 TM 90 PAR 42 I I 0.9 f' OR ALAN S. COHN (ROBERT BENEDICP I OR ANN K i JOHN S. --- -- i _ �; - ii Q ,, s O.R56\Acr�s DB 1743 PG 141 p DB 1407 PG 585 FRIGHTOR!- \ \ OR ANN K SETH A. OLDHAM 1 - - \ WRICHT HRISTINE E. ZONED: RA ZONED. RA DB 2154 PG 654 I DB 916 PC 55S GRESSER \\\ \ \�°f USE: RESIDENTIAL USE: RESIDENTIAL ZONED: RA DB 1683 PG 134 - - \_� 1 ZONED: RA I \ \ 'i�9%I,t� A�1'- USE: RESIDENTIAL USE: VACANT I ZONED: RA �! ! � \ � � (� \ f:l /' - _ _ i I USE: RESID IAL i /� _ '» ` I , / % } i l / /� 1 h \ - ��—� ENT T.if 9 PAR / ,/' y\ �// \ ~ ! /FT I I idfl 44 i i % AZLISORE�V R Open S�c� DBZ003tf�C \ Z4� I I USE: RES{, 771 07 STREAM BUFFER IMPACT AREA STATE ROUT. on (1� MITIGATION PLAN E39 150 1 150 300 450 L v ' .� C o J__ 0 �0)1'� �mm 4 es jwe F. MYERS /+L ulf . No. 33028 J � SIONAL m a ui U w s CD o P4 m 0 w Q m a W z x � u� w u1 to co A C 0 � = =1 0 o OF2 C12 Go co M A v � i i,_i a � z m Lu C12 J W� Z ^^ ..) ® + Q4 CD E-1 rl--il w � a F-1 E1 F- U) DOM. PROJECT NO:13.003 INDEX TITLE: E 39' SHEET NO: 40 OF 41 DATE: 11/07/2014