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HomeMy WebLinkAboutWPO201800026 Plan - Other (not approved) 2019-11-07 'v ""?� ' STATE ROUTE PROJECT SHEET 11lis I i I. ALL COMENSAW CALLWTS ARE TO THE EOCE OF PAVEMENT UNLESS OTHEAIWSE SPECIFiEQ .4• ;y INCOMPLETE PLANS VA. 742 17234 0^4 I. ALL J DO TOT USE FOR R/u' At'OUSITION • 00 0 f ORSTO REGULA TIONRANOTCpITTROLCDF TRAFFIICN `;'• Y MAY BE SUBJECT TO CHANCE AS TEEMED 1 '1 1.' ' NECESSARY BY THE DEPARTMENT 0 or 1�r': • e � 1^ Ramey Kemp 8 Associates 6Npi '` • E Glen Allen.Virginia •1((IrT ® Roams Engineer lII,F,'i1 ` �; rUi40 ei.:4_1...- - -Ilyul�yi�1......4.,.,, - - - , (..eic...._---- 1 u1. Ea tf i 'r'iii'1';,t IY i f 1 11'i1'll 1 ' ' 1,1 ,111 , 1 1 11 1 _C— 1 % • `,` 11i,'I:(` ``�'-'1 rl 1;IS, V ,, rie�'Y M ' i' -_,11}11,1 ><' of o J11 iiliTili' ;:i11iL:: � V 1/2.01 '. 1L ,, TPE1(PIP.), 11 wc�r+gs u 1 1 .,,,D......,...„Or111'1 - '1 1 r 11 lOr,N1f 111I1'11 i. I. :: 'i CALIBER ` CLAS$A1 RIP4lAP ' ' - _ .j' ,.,,.....= —m,,,"•I,- —i l ---.-,.- AN—EI.-PWr.---,--y-1 71,1-A,;laakip,7ilM I Ii''.l'''I.L.1..1..1.1...1.4-,...1, „., $,)t•t _ s' n ' 1 F coLUS.ON voornls.D1 , , r(eroIT . "1111 ii 1�om rs I 6'x6'�C 18' r r CH 1- -'...- ,;; ' vale Sr ' , `-1 1 ; ' ;_ _-``1 `. r • •--�� , —' ' 401 `` 'RELOCATED ; `--- CB //���� 1 DIrCH 1 , `` ` ~`` VlSS7 ` - -�.—,.Ifl• —r— - r— '4 , fir.- --- -- 1_____________`s..=` === -aF -' Y:54, •.__ 1`` ` 1 ' 1`1t '`1`, 1i CFCRES 1 1 0\ 1 1� ` 1,1 . `,1 1 `,•/I ` ``1 1 `1 ` .es - --_ -- - --- --_ ---)"..4 • • r 1 • ' - '15'RCPJIV , , 1 ``J ' ` 1\ 1 - 1 as ,,.r w -`nwr ` 1 , L. -- 11 401 402 CB FES VDOT 103.05 (L=8') VDOT 102.01 -L- STA.15+01.65 -L- STA.17+21.57 24.00'LT 28.52'LT BOC=473.75' INV.=467.00' INV.OUT (402)=468.00' 1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SCALE PROJECT SUEET Ra. 0 � r12.3+ 4 D 50' 100' Worksheet for 401 Project Description Solve For Efficiency Input Data Discharge 2.31 ft'/s Slope 0.02800 ft/ft Gutter Width 2.00 ft Gutter Cross Slope 0.07 ft/ft Road Cross Slope 0.03 ft/ft Roughness Coefficient 0.015 Curb Opening Length 8.00 ft Local Depression 2.00 in Local Depression Width 2.00 ft Results Efficiency 81.69 % Intercepted Flow 1.89 ft/s Bypass Flow 0.42 ft/s Spread 6.11 ft Depth 0.23 ft Flow Area 0.55 ft' Gutter Depression 0.08 ft Total Depression 0.25 ft Velocity 4.23 ft/s Equivalent Cross Slope 0.11765 ft/ft Length Factor 0.61 Total Interception Length 13.10 ft Bentley Systems,Inc. Haestad Methods So84liitIe9FiierMaster V8i(SELECTseries 1) [08.11.01.03] 3/21/2018 5:50:59 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1