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P30___ , I 2D^L),D~1-()~cx:::0 _ , 3-fD~{Y-r. ,:J15e'- k :-r;- ---a.Ju..A ~~.)8t9 Heceived.- ... -:lU-U-lJ 1 L -.J P\anner~ ~ ' J D-Fz tO~ I i I \ \ \ i I \ \ i .-/ z o - C/) 5= - c m ::> en w I <( G z ~ z :::> o ~ co ~ ~ co .....co w;:' ~e I- Cl)co ""'0 w~ mo> ::>a: ~o (f) .. coW oZ "'w C) ::> w 01- -l z WW u...~ ~f:k: z~ W 0::0 Q...(/) (/)~ 0::: l.&...o o 3: u >-::i t-m ::> U 0.. ~ c ~ <( 0:: o "lit o I o I tt') W I- <{ o o w z '-' Vi w o o w ~ u W I U ti ~ zen oZ li:Q <<CJ) ~> ww Co:: ~ ~ o ~ -:::i w... ~ c::..;> ~ ;:S. /J S:: S- T. 29 z z ::s 0 0.. - -I C/) 0 - ~ > r l- e z 0 m 0 ::::> z en Cl Q w I- ...J Z en I- w LaJ 0 lL. ~ <C I- ~ C> 0:::: (!) <( W Z 0.. - LaJ C tit::. ~ 0 z ~ CL (/) <( (/) ~ et= C> lL. 0 t1I!t.. 0 ~ z - ::> u c 0 >- :::::; ~ t- en ::> ,;::, U 0.. (!) CO \ S-~UC- 0 \ \ O--:S @ @ @ Q CONSTRUCT OUTLET STRUCTURE PER DEY;\ l. ON SHEET 31 \:!5 ORIFICE = 21" FOR 24" PIPE, ORIFICE ~~ '12" FOR 15" PIPE @ INSTALL MECHANICAL PLUG, FUTURE OU--L .. r5Q4\ CONSTRUCT 12' WIDE, 8" THICK GRAVEL p CCESS ROAD ~ MAXIMUM GRADE = 18%. CONSTRUCT STANDARD 15" PVC STORM ~n,~IN PIPE ASTM 03034 OR AWWA C900 CONSTRUCT STANDARD 24" PVC STORM ~IN PIPE ASTM 03034 OR AWWA C900 INSTALL SILT FENCE EROSION CONTROL NOTES: 1. SEE GENERAL EROSION CONTROL NOTES ON Sf..l[ET 1. 2. PLACE BIO-BAG CHECK DAMS AROUND ALL INI frs. 3. CONSTRUCT A CRUSHED ROCK ENTRY AT ALL I\~~CESS POINTS TO CONSTRUCTION SITE. CRUSHED ROCK ENTRIES TO BE A MINIMUM OF 50' ..ONG AND 25' WIDE. CRUSHED ROCK TO BE 3" QUARRY ROCK A MINIMUM OF 8" THICK OV~'i:; FABRIC. SCALE 1" = 60' \ SHEET 30 OF 41 CITY PROJECT NO. P30___ ~ c ~ <( 0:: Q "'lit o r o I tot') W I- <( Q i:i w Q ~ Q w w ax: z ~ 0.. 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