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HomeMy WebLinkAbout1704-20z� r. its COUNTY ROUTE POST MILES-TOTAL PROJECT SHEET TOTAL N0. SHEETS B CR /~•7 Q 20 39 Corrugated Sfeel Pipe UMMA Y OF D AINAGE T [ICTURE0.5.R.c�' = Oval ShapedReinforced Concrete Pipel?. A S 15 U). [Datip%pproved C. 4. = Reinforced Concrete �3ox Cu/verfr r�R C� is IINQI tEE No. QO 'H.W, = Headwa// N T�5' CORRECTIONS B= .The prec/'Se deferminafion of Sfafion, Skew, Length, E/oWline E/evafion, and Depth of Structure�,��� - /Q, s. /? Rock S/ope Protection - � Z `� R---�- _ will be made b Me Engineer in fhe fie/d. Roadway Excavof/or� 2. 1c The uanfif byin Phis column for each individual portion of work. is a' Fina/ pay Ouonlily, � l 9 y - Q - See def ail P b 8 3. pipe HW per 5fd. plan 9 wW o CULVERT DATA Z .. u, � �. PIPE LENGTHS � L.F. a:. m W O W Q C' w >- . cn �- _ w �-- z �� z o FLOWLINE o w ^ � v w STRUCT. � V J w Cc ® a, Z �-- w w z �' ^ v C-) v w OVAL SHAPED ELEVATION ^ o a W F-- O t-- -�z Z^ ^ Cr .� x O z w a. �, .� o �-- o o = o O .0 > -,� ^ -- ^ Cr. V .� M V Cn Q _ STEEL , = _ REINFORCED -� U- w �-- J H `� o O W Cn d-Q �'" o F �"" O Cn CD °- PIPE o �- D E S C R I P T 1 0 N STATION V U. �- w w �- �- -- �- o t> > o -1 Z� PLATE �� CONC. w (� W Cn 0M V >- U. >- Q >.. Z w >„ Z `� V Q w D Y V V C3 of � � Vw� w2� wo X � � >> o�-. � D .r - D � z Q w PIPE _ oo = w Z x 1-- V: Q� Cn �? Q H x - OD o F-- D w �-- � o Q V V w o w w. V > O w �... ...j ...j _ _ oz � Z m `� p U ... V �-- .� V O= V Cr E,.,., <C V F-- V V V J � W Cn V Z Y V O W- - N v� M M W �, C7 v ... v V C.) W N O -- ._ V Z Z= O Lr = Cf) Ci] X 0 v m W W -- _ I- I Op X X _I Z O W z Improvement Un/es5 � C7 C� LL. W O O X w O O w V � �,,, Q �, � � �, � _ _ - -- Z O -- J Y. Otherwise No fed V V J �' Z Z Lr Cf) �-- O N = Cn --j -1 V1 ' LIGHT I/4TO.N 0 Q m V 36 52 /44 1228.00 1214.30 9.58 460 L t 144 24" C9 P Cross C>rain 0 721-34 12 std PieHwLeff /. 2 S'fq: pipe h/ W �pigh 0.5 2 6 4:7 8 Rock 5p/ash Apron Left Z� 41 16 52 55 Type d R. 5.R Righf O 72160 to 731-15 482 8,3 3366 1072 Type Ditch Leff Z� 731-78 o 84150 47 66 /8� 1235.00 1219.80 6.17 940 LA /8& 2 4 " C. S. p Cross Orol, .0 741-/7.25 1.2 9& l'i" e A/ w z er`'f 1.2 51d. Pi" e H G1-/ fir 171 0.5 4.7 8 Rock Splash Apron L eft Q 22 71 75 Type © /? 5.l? Righf p 741-45 1-o 741-90 55.5 2660 847 Type Ditch Righf Z� 77 t 22 1-o 85169 74' 29 95 100 Type R.S. p Leff Q 851-00 1-o 861-00 46 67 lod4 12-10..00 1179.00 17.17 440L f 184 24" C. S P Cross Drain A 86117.50 12 ���� 1.2 Std dpi' e HW /?i h f Rock .Splash Apron Righf O 0.5 2.1 4.7 8 90 35 115 121 Type R. S.P. Righf p 85169 1-0 861-90 158 27 10,99 350 T pe bitch L eft Z� 861-00 1-o 591-50 Ill 44 143 150 Type D R. 5.1? L eat p 89150 fo 9!1-00 540 212 694 730 Type D R. S. R Righf p 881-20 to 95150 1 1 0.064 42 12" Enfronce Taper, Type 1-AHA, g 12" Pipe Downdrain Leff 951-00 1 0.06¢" 40 /2" Entrance Toper, Type / -Alf A , 12" Wipe Downdrain h1- Ri 96 1-00 259 281 0.109" 146 146 12'-2" x //'- 0" 5 f rucfural .5 fee/ Plate vehicular 4117dercrossin O 97 t 06 Slope Pavin9 Concrete Q /50 7 64(� T p e C D i fch L e l"1- W11h Di fch Tran si fi on p 1031-.50 1-0 1091600 32 Coacreied h7.5 jO L/" hl 0/'f0h ouflef LA. 1007'60 1-o /0,!�Z 8J mel Oro 4' 117-k47 3 6 o. 5 ?. 4.7 8 eemove Exis fin 35 "x 24" C67. P. and Head woll /241-2/ 3 0) 6 3 ,ZZI 2 04 1044.93 /044.13 1.20 0" 68,�i �����'r� 28'X 20 "CSS 125 (28.27 2.4 Sfd. pi' e HW A/" h f / 47 5 411,41r Blown Mor far Slope Pov//7 2ef'f Q 1318 79 4492 398 Type Qp Ditch Leff 0 101-42 1-o 141-45 -d Type Dl/-Ch 162 162 50 Rock Apron Leff 0 14145 1-o 14 t 95 Type 61-&h AA:S3+ 131 Sr -• ppv 3°> 316 /14.2 8676 32.9 3491 ,1075 29406 /88 490 X9394 263 3 802 146 100 260 204 TOTAL S PROJECT ENGR. JDATE I DESIGN ENGR. DATE A . 20 . -�--�-rte----