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HomeMy WebLinkAbout1704-19= Corugaed eelPG.5.p: DRAINAGE TRUCTURE UMMA Y OF 0.5.R.ap. = 0vol Shaped Reinforced Concrete Pipe R. C. 6. = Rein1`orced concrete ,box Culvert H. W. Headwall NOTES R. s. P. Rock 6/ope profecy,/On 1. The precise determination of 5tafion, skew, Length, il/ow/ire Elevation, and ,Deofh of Structure = p R. = Roodway ,Excavation W/// be made by the Engineer in the field. See aefai/ 2. (R� The quonfif shown in fhls column for each individual portion of work is o zinc/ Pay Ouanfify. p P 3. pi e H W er ;fd. Pl on D00 w i . W PIPE LENGTHS L*FP) CULVERT DATA m ^ �. C w w >-- w X F- z cr:D Z o FLOWLINE DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SHEET TOTAL __... a._ N0. SHEET! 08 Sao p C9, F/7a i °J 39 CIVIL CORRECTIONS &Y.Avo,41.5 /.9 % 7 Date proved "LOWi V J w�^ oc o a, Z �-' w w z r- w V� V 0 w w STRUCT. OVAL SHAPED ELEVATION �- Z .J �-- o X o o V >^ °C J Cr. O w~ o o m Z w cn Q °� STEEL a: = R E I N F O R C E D ^ w O .,_, D a D O ._.. > = J V O O W U cn d- c C� V U. �- w w >- w �"' --� �' Q E-- -- f- �" o V o �' U. J V z w � ( � a- PLATE �? co? C O N C . PIPE � w v DESCRIPTIO N Of �, �, w cn 0 (n V �.. V U. >- c� Q >- z w >- z = z _ � Q a., w � V 0a _ _ �" � �- o = a V w w w o X Y >> O �-- V -- Q t- Q Z Q PIPE _ SIX - - �-- w � w `� F -- O Q V Z V X V Y ~O O W= (r V n Cr Q D U U) � O W J - V I-- I- Y --� J _ _ N O O CL C'� F- 0 F.- V c� Q c� c� u w z V o w _ .Z I'n rn w Z m V U V= O Ir = i-- m E-- X v --I W Cn w V V W N O X X J I- -' O W Z z Z cr I-- U) w O O °D w oc - �- ' X 0 _ _ z Y w O O w V Z z �--- Q �-�• _ cr �. 1-v _ O �, Z O --� V V J M E- -- x Q cn -1 Cn I-- O _. M N � �. (n_ cn J LIGHT/4TON 0 Q V 9 23 64 938.70 938.40 /.00 32 Double 24 " C.S.R Cross ,Grain • /Temave EXisfin %8// ,f?. C p • • 939.91 938.10 0.50 265 Type © Ditch with /ransil on 22 " -1-o 74' Leff D 105 125 ILZ' 260 941.20 939.91 1.00 170 L f 130 -:=6!?!96� 2.2 Oe%feol 0 00 4�2.2 23 75 !07 409 1711.36 /29.6 //7 3.2 1/7 3.2 /2 59'1 Il 7 ' 94-5.3! 941.20 /. 00 275.77 79� = ,-��amc-h ��-��`- r a�j �e '16 Q 10153 to 73 X28.77 Type Z ,Ditch 1034.66 1033.00 0.60 80 Lf 144 ,Double 6' X 2.5'), 144 ' - 8 - R. C. 6. 0 43 t 80 /3 Standard Type "D" Wingwall Leff 5fandard Type I'D" Win9wall Ri hf Air .blown Mortar Entrance Apron Right Z� w/'fh Cut Off Wa// 2.6 2.6 4.7 4.7 629 382 0.60 4.21 S 8 219 S 95 /07 65 4387 266 3 0.6 40 12 /.2 16 782 27 0.5 2.6 4-.7 /0 8 33 26 8 /5 112 1024.57 2.00 JZ0 t PC. C. Apron with cut off -walls Z� with PC.C. AP ro/-7 Tronsifioo to 7-yp eo 40/'1-c h ' 26 41 /. 2 /g 29 18.5 11 7 37 24- 4/87 12 12" gnfrance Toper, Type / -Alf A, 12 P/ .Downdrain gighf 1 /07 32 /303 PROJECT ENGR. IDATE I DESIGN ENGR. (DATE STATION � Irnpro vem enf unless Otherwise Noted 71-12 (Arm6lronq Rd.) 71-02 lo 7f 22 (Arms lronq I?d. ) 6f41 fo 9*26 (Arm stronq Rol) 11t18 C ' 94-5.3! 941.20 /. 00 275.77 79� = ,-��amc-h ��-��`- r a�j �e '16 Q 10153 to 73 X28.77 Type Z ,Ditch 1034.66 1033.00 0.60 80 Lf 144 ,Double 6' X 2.5'), 144 ' - 8 - R. C. 6. 0 43 t 80 /3 Standard Type "D" Wingwall Leff 5fandard Type I'D" Win9wall Ri hf Air .blown Mortar Entrance Apron Right Z� w/'fh Cut Off Wa// /033.80 %043.00 1032.00 1039.00 0.60 4.21 219 S 95 Concreted Rock ,5 /ash Apron Lel,f O Type ,Ditch with 28' r`ransit ion 0 Type G ditch O wi'fh Cur` Off Wa// /Of 72 to /3 70 Type Chi fch St14 to 9-A09 Type G D i fch 1032.00 1024.57 2.00 JZ0 t PC. C. Apron with cut off -walls Z� with PC.C. AP ro/-7 Tronsifioo to 7-yp eo 40/'1-c h ' 4f83.03 t0b"4MHaul Ad) /g 12" gnfrance Toper, Type / -Alf A, 12 P/ .Downdrain gighf 1 1164.00 1176.80 6.79 280 Lf. 1397 648 108 35 249 400 Type A Ditch Leff Rock Splash Apron -Leff 0 Type A Ditch Ri hf Rock 5p/ash Apron Leff 0 24" C. S P Cross dram Z� Std p/' e HW left Std. pipe 9W Av/' h f Rock Splash Apron Left O Type Rock 5/ope Protection Right A Type Di&17 Right Type ® Ditch Leff 0.. 46*53 fo 59150 5615¢ fo (0'6-..,02 64195 65.k02 fo 65 f37 65 37 fo 67f86 65150 to 69150 /08 //4 1102.00 1089.00 11.66 270 Lf. 114 24" C. S P Cross bra/•r/ Q 671-85 ,5 d. pipe HW Lef>` std pipe HW i?i' h f 39 Type "'D" R. 5.P Ri hf 0 67f 66 fo 68 t 25 25 Type "D" R. s. p L e ff 6 9 1 50 fo 69 t 75 415 Typ eAO D i tch R /gh f 0 68.k25 fo 7214 0 P 1104 ;,f