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HomeMy WebLinkAbout1215-385817 A d s P. I. STAT I ON SEE PLAN _q DE CLEZ CHANN FORM END OF BOX TO MATCH SPIGOT END OF R.C.P. SEE STORM DRAIN PLANS FOR PIPE ALIGN- MENT AND DATA. INSTALL CONCRETE PIPE EX- TEN51ONS ON EAST RIGHT SIDE OF CHANNEL, uJ 2 w Q in TAPPERED CONST. JOINT- TYP. CHANNEL WALL FOR TRAPEZOIDAL CHANNEL FOR RECTANGULAR CI.1ANNEL DIMENSIONAL SCFIEDULE W/ DIA. I'D" ''1911 11511 "t'' ''al' '1 b" "c" ``d" LOCATION. (IN) (F'T) (FT/FT) INS BARS BARS BARS BARS PI STATION & DIRECTION '9�rr___.. 8.0� 6�ODC9l3 12" t4(!(p" 5, 6,r ¢,�3►► ��► 2„ (vAZ1.ti, 9 L,INe- 'As,' 21- 6" l6'- D'► 6►- 6,► 5,-o 41-081 / 01_ 0►► it 21 21 3„ l5'-011 61-- a" 4 , 6" 3t- 9" 91- 6" /8 11� 2'_ o11 14`O" 5'_ 6„ ¢,_o►► 3, 6,► 8,_10,► JUNCTION STRUCTURE PLAN CHANNEL LINING FORMED BELL - TO MATCH R.C.P. SPIGOT END a "b" BARS r'a'rBARS 5" � o - - s I I FORM ''D11 A I.D. I I JUNCTION STRUCTURE 'V'= SLOPE BARS (P(o"O.C. (D i 3"CLEAR LENGTH VARIES -SEE PLANS `'d 11 BARS G) 9" SECTION "b" BARS (TRANSVERSE) CHANNEL NLINING BARS (LONGITUDINAL) -""-- " c11 BARS (BEYO NDI \ 1'b" BARS 11/2" x 31/2." 2 *6 BARS METRICAL ABOUT It. FOR INLET 5TRUCTURE BENS OR CONTINIJE BARS 15" INTO SIDE WAILS # 4 DIAGONAL$ E L E V. - -SEF- PLAN & PROFILE ro 2'�G" w/2 CONST. JOINT PER STD. S.P 19 2 E JUNCTION STRUCTURE I CHANNEL LINING CHANNEL WALL REINFORCING S>~E DETAIL D 1 1/2 TAPPERED KEY ''b1' BARS �\ 'I d" BARS — 2'' CLEAR TO"b" BARS (ALL AROUND) "Q" BARS 3" RADIUS -AH 3" CLEAR G) END OF"b" BAR5 y, s FOR TRAPEZOIDAL CHANNEL SECTION(000cHEREON (ADDITIONAL) SECTION B HEREON INLET STRUCTURE PLAN NO SCALE EXTEND HORIZ. BARS 15" INTO WINGWALL -L .1 SEE I♦ .I I I t .I ' N SEE DETAIL "A" '*4 BARS IN CENTER -'4@ IB" OF WALL i 3/4" CHAMFER 8 8" 4@ IS" O.C. Q16 5@ 1z" O.C. SECTION (ob --�-- NO SCALE — #4 BARS 4" � I 594 BM SECT 10 N/OOO�F r "B" NO SCALE SLOPE DRAIN WHEN RECQUIRED 9 D W/ W2 L/ 1-2 H T 3G 3,_6„ 20,-0►, 8,_ O„ G, -O"5 � 0„ l2, -!o" z- 27 " 1 2'- 91 181-0" 71-011 5, 6,r ¢,�3►► ��► 2„ 24 21- 6" l6'- D'► 6►- 6,► 5,-o 41-081 / 01_ 0►► it 21 21 3„ l5'-011 61-- a" 4 , 6" 3t- 9" 91- 6" /8 11� 2'_ o11 14`O" 5'_ 6„ ¢,_o►► 3, 6,► 8,_10,► TRASH RACK -- ,e4AGE 1:2 " NOMINAL D%AM-b7'AR R O C K S R-M49152>0ED /N 8 "�M1N) CONCA517,e NATURAL GROvND COWS 7 -RUC 7' C 0/VCR�TE _C.U7'OfF MALL ON .3 SIDSS TRASH RACK 12" r- 3/4" CHAMFER V4 12'4 O.0 . I� CONCRETE WINGWALL SEE DETAIL"A" @ . I f �4e 18" O.C. I• " SEE DETAIL "A" 5 � 24O.C. 1 STOP ALT BARS I" BATTER SECTION E NO SCALL STOP ALT BARS I' 'I ATOP ALT BARS I#5@ 121, O.C. • 4 @ 6" O.C. t1 ,� 2 Q� BYMETRICAL ABOUT t— %% r" �,�,0CONCRETE APRON # 5Q V O.C. 5 * 4 BAR5 I ( 04 @ I O.C. LW—\ T-- 4 0 6" O.C. 4@ 12" O.C. STOP ALT. BARS STOP ALT BARS `'' #4°24" O.C. X1_2„ 2,, 4,/ � � APPROi AS BUILI DETAIL "Q' 13'.'4e`17- - DATE r �� L L NO SCALE DETAIL