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HomeMy WebLinkAbout2743-6KILOMETER POST SHEET TOTAL -_- DIST COUNTY ROUTE TOTAL PROJECT No SHEETS 08 SBd 10 20.76 6-1-9 QFESS�o 's triCEG I TERED C IVI r ENG I NEER a Q� ti4� ABBREVIATIONS x H PP `- D - DOWNDRAIN JOINT TYPE- z 6 - I - 99 w 29277 r' m S - STANDARD JOINT TYPE PLANS APPROVAL DATE _ The State of California or Its officers or � XP• 3/3 I /03 P POSITIVE JOINT TYPE agents shall not be responsible for the accuracy S> C I V I \P WT - Water T i gh t Standard Joints or completeness of eiectrorWc coples of Ws plan 4 of CAL �V sheet. GO,G3 - DRAIN AND PIPE INLET TYPES 11. - SEE DETAILS SDJS - STORM DRAIN JUNCTURE STRUCTURE 0 W N >- o in w co F- o JZ W DU U U - J to W UO U m _ N� � W � o w RCP _ w Z � Z 0 00 — w H U a o W Q xQ � o X >" N W w F -- o Q a 0 ~ N >- o in w co F- o JZ W DU U U - J to W UO U Fm Z � LU IL e � X N j W LL. >LIJ � 0 C= f. a � W � W Q O Z � J Oct V X C) W H I -- N DRAINAGE QUANTITIES z0 Q 0 iz N� � W W W � RCP _ Z � Z 0 00 W H U a o W O • cc xQ ccIL X ; >" N Fm Z � LU IL e � X N j W LL. >LIJ � 0 C= f. a � W � W Q O Z � J Oct V X C) W H I -- N DRAINAGE QUANTITIES z0 Q 0 N� WH wLX W �N lu �Z RCP _ Z Q- a 00 a— a o �- xQ xcn X ; >" N ' w 0 o a ~ z w O z � W 3 Z Z O 0 0 0 0 O^ U_ Z 0 m 4= F- �-- Q -j a. 0 � a w z W Z Q z w �'- w Ln z U U c~n ca t� w W — o= = F-- �- z U o w DESCRIPTION STATION w Z c� z w c� - Q - W Q �- Q z z o Q U o cn � O o W �. }- Z m F - V) O 0 � -� o �=' � - -' V) �� �� H- Z w Z w Z c=n ac 0 W V) o N — U= z— ? z m — Q �-- Q o cr F--- U cn — ca � v 0 o — ° °' w z _ �- w cn Q n I ( D I i ne U Unless Otherwise Noted) — W Q = N — Q o m 0 Li %NOVN a. U O >- nc o m3 m3 m3 ea kg m m m m m D_I I a 36 S 1050mm RCP 0+00.000 to 0+35.741 D I a D-1 I b 2,52 1 200 0m6 SDJS -11 0+35,971 D-1 1 b D_I 1. C 1. 2 S 900mm RCP 0+36,941 to 0+38.112 D-1 1 c D-1 I d 2. 2 S 450mm RCP 0+35o971 D-1 l d D- I I e I. 0 I. 03 1 148 I. 10 GO INLET W/ SGD Lt "B" 10+40.00 D-1 I e D-1 I f 5. 2 S 450mm RCP 0+35. 971 D- I I f D- I 1 9 . 86 I 148 I. 10 G3 INLET Rt "B" 10+41.52 D-1 1 9 16. 3 RECONST. EXIST. Lt "A" 131+05m34 D-1 D -I CHANNEL WALL t I 1+41 a 5 D-1 1 8. 2 RECONST• EXIST. "B" 10+07.15 to 10+19.41 D-1 SPILLWAY D -I 0,6 RIBBON GUTTER Rt "B" 10+20.31 D-1 TOTAL (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _> Jhopper SCALE IS IN MILLIMETERS I I I I I I I I I DGN F I LE => d-5181 10307 DRAINAGE QUANT CU 08260 EA 447201 Nix 2743 �r W W H H 00 J J Q- a ww a— o � z 0 � O ITIES N ' w 0 2743 �r