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r <br /> Wilson lAb .. . <br /> ROAD INDEX FILE YEAR SHEET TOTAL - <br /> NO NO T <br /> h.oTr- c V: as F,cL ;1'Z t T22 23 1 1 19641 IB 17 <br /> .- cTe _-_ 0,,e cr more wo , open:n^- - <br /> re { a 3`nr. oeb¢ ,,neer .O en , rgiy <br /> 6c _.' tr <br /> ae (:)Per) ncj <br /> EnrVA ----- E .. <br /> lt4NRS►SY/ <br /> -- <br /> STEPS NOW REQUIRED MERE ' i• 3' -6' OR LESS. <br /> I ; �i ,5 I �'4 INSTALL ONE STEP 16' ANOVE FLOW MEN 'H` 10 NOISE ` . <br /> 1 V - <br /> I / I ' <br /> THAN )' -6' AND LESS THAN S'-e • WHERE 'H• It "K <br /> r� \ ,� f <br /> d I �, THAN S '-CP STEPS SIMLL SE EVE <br /> SPACED 16 r <br /> i� it II � .._�� �'. �. „' - INTERVAL{ FROM 16' ABOVE FLOW <br /> STE TO 0 THINWALL 12"WIT OF <br /> k .. �� I I L <br /> , � ,. _ TIE TOP OF' TIE SOLI. PLACE STEPS tN VAII WITHOUT ^r <br /> y CheckereA � PIPE 0' - <br /> PENINOS. <br /> -✓ � I i I I . I {poria L _.. � �� - - - . ��` � � - <br /> �, 1' � Lo`/er cam mon ♦•o ` i <br /> � f Crap a"d cQ" e. ''2. INLET PIPES SHALL MOT PROTRUDE MORE THAN 1 1/2� t <br /> clinched oo the -- ��— ��-�-- - - x27ia � `� INTO GR81N. .- <br /> 3 , 1 uoder5ide. _ . _ .. <br /> LOAA <br /> EXCEPT FOR INLETS USED AS JUNCTION MKS, BASIN I •• ± <br /> FLOORS SHALL HAVE A MININKIN SLOPE OF 12 :3 FROM ALL •. : <br /> 1 4"iace e {o oor�E yM+fe w�tl�e. --' - <br /> DIRECTIONS TOUTLET PIPE. AND A MOOD TROYIEI <br /> FOIMRO <br /> FINISH. <br /> ' C. It . <br /> _ REINFORCED FLOOR MAYSE REQUIRED SV THE ENGINEER. <br /> 9EE DE?AUL F r `.. t•.E. Ot"tAtL IONS Ork -FE. ALoo<{ 2' Reawooci tuv / {—S DQ ES' QALVAN121M6 T 014% 5f•'FCIFiCATe �; • ° � `� <br /> _ - -- PROVISIO <br /> i -�� NO DEDUCTION IN STRUCTURE CONCRETE QUANTITIES WILL <br /> BE MADE FDR PIPE WALL THICKNESS . <br /> SEE <br /> *STANDARD PLAN' D T! FOR ORATE AMD FRAME <br /> DETAILS . <br /> C <br /> .• <br /> D - D <br /> C BC" <br /> 33 _ r " ( TYPE r P <br /> z <br /> Remove Recto fi <br /> u/or Secan �, .v , TN .- rsFL <br /> C. >vecc � i �� �� '�;-. • . ' ,M <br /> , C <br /> N <br /> I <br /> s$"Ax 15" ben n' - <br /> I h 1 eI 4 a A a a �' 6 Ched eyed Ra " y y4 Cha:cKAe dk W ' l <br /> 1_ ..� $101 3/412 Slnt /4x2 .4 <br /> i ♦-- � ii c re�kered \t I I __— __� <br /> 4 4 4 —� <br /> f....r..'^' <br /> I <br /> I <br /> _. _ e_—__— - L'�e 1• '4 <br /> .. _ --- `4 V l <br /> Iv a a <br /> I /8 Dio. j r, r I n a 4 4r o a a <br /> �' <br /> YFE- OCP � a � ' C � I �+-1n ' ��� a " a ( d , . ' G� § <br /> � 4 . a <br /> "4 . <br /> ECC.TION B - B <br /> I <br /> 4 <br /> I <br /> O 4 <br /> I 4 a <br /> 4 4 <br /> A J <br /> L/nsAall 18" Lodero/ DETAlL % Pl K I <br /> DETAIL " G' SECTION - E <br /> HALF 517e Hasa Size HALF 5oxe i <br /> ai <br /> A e 2x <br /> •HN t �;�.. 14 •r z. ' mad q� f {o a VAe <br /> _ _ -____-. . __- - ��T[ <br /> M ,7 { -__1 b h RC Ona <br /> F>o <br /> n rr�[dr• ed /11 <br /> -- Ino .e <br /> V, . <br /> - - ► Rw s 'CtTL d .. _ v. r._ x `[x 2 Wa gr. <br /> z. r Angle STA <br /> Remove Rectongu/oi' Secfion i` - <br /> ! H¢ w}.� �. Ko la! dla ! ♦ Pit P � 6W INLETS <br /> S .. <br /> r : EXISTING CATCH BASIN -- <br /> 3/ 1 ,. <br /> ( CONSTRUCT SIDE OPENING) <br /> STA. 25 + 70 SECTION F -" <br /> I L <br /> HALF 51�E <br /> n. <br /> ��b 'w • =a.. . .,. { .' n Y.4r� 9y. ..t � ar r,i <br /> • w <br /> �7Z _ �.,1 <br />