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X X % <br /> X X <br /> T OF CA FORN ADEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DATE REVISED BY <br /> DESIGNED BY <br /> A& dffianff PROJECT DEVELOPMENT ERNE8TO GARCIA ICHECKED BY DATE REVISED <br /> DRAINAGE Q <br /> SYSTEM No. <br /> 0 <br /> z > n a a a a n a a a a a a p a a a a Cl a a a a a a 0 0 0 0 0 0 0 0 0 0 0 DRAINAGE UNIT No.Q <br /> X x < C + N 't .0 O m a -- X -• Zr to �' G a n O N K X t < C + N -� O 7 <br /> O v <br /> mmmmmmm m m rn -r O <br /> m m m m m m m m m " " m INLET/OUTLET (N) z <br /> > 1 -1 -+ -+ -im -� J m mrn D <br /> z <br /> !n v O v0 v <br /> m O O <br /> _ _ N B DESIGN H (N) rn <br /> > co 00::D <br /> (n d Qi Ja Ja Q� N d d N O1 N O z <br /> > Z <br /> m r <br /> MINOR CONCRETE <br /> a W N o N w N m m (MINOR 04 STRUCTURE) <br /> -� r7 x <br /> rn m (TYPE 600-12) D <br /> a 1m <br /> Ja m R' <br /> m <br /> m W W Tr <br /> w CONCRETE BACKFILL <br /> z <br /> x ao m <br /> D p _ �•,� v m m W <br /> -� to W a 450 mm RCP <br /> Z w O N O m O W O - O (n O Ja O cn <br /> lT <br /> Z 00 <br /> T-,J REMOVE CULVERT <br /> 0 <br /> a ABANDON CULVERT <br /> a SAND BACKFILL <br /> M> REMOVE INLET <br /> t T JACKED 450 mm RCP a <br /> s (CLASS III) z <br /> a <br /> N a to CURED-IN-PLACE G) <br /> too PIPE LINER m <br /> s <br /> r Q <br /> m <br /> �g C <br /> m m CONCRETE COLLAR (N) <br /> Zo a <br /> ..r <br /> �i m 450 mm Conc FLARED <br /> D END SECTION <br /> .d <br /> zn RSP (BACKING No. 3, m <br /> METHOD B) N <br /> a RSP FABRIC <br /> o O O _ o o MAXIMUM HEIGHT <br /> o OF COVER (N) <br /> RAPID SETTING <br /> a CONCRETE PATCH (N) <br /> it G A C7 Ja 0 Ja 0 m 0 to D A0 a O Ja 0 Js 0 A X X G Z. G J. :Drm rn <br /> -- 0 NO NO "' NO '_ 0 O '". G .•. O `. NO .» p In N O «-. O c O ~ r. O <br /> v c� c� v ° v m �o �om �3m cis <br /> m m m m m m m m m m X � mm m <br /> m <br /> PD z v o z ;0 m m m <br /> n ct cT cT v n n c� 0 CT 0 Cn � CT -0 v a x v n cr x n x <br /> co m O N <br /> nm m m N Z <br /> OLn <br /> -Z <br /> a <br /> C C w <br /> a <br /> m m <br /> z z <br /> r r <br /> � n n <br /> m m <br /> u <br /> a <br /> v <br /> O O+ + +. t. + + OD +j +t +n <br /> - 4 N N J -4 w w <br /> tD w <br /> W w s O O tD tD <br /> O O W w O O N Lp lA L4 t0 O Ol O <br /> O O O D <br /> LO <br /> O O O O O O O O O O O -i <br /> r r r r r r r r r r r r r <br /> 1 1 j 1 1 1 j 1 � y r i, � 1 Z <br /> C <br /> N W W O) W C$ W 01 W 01 N to <br /> vN t0 W <br /> N O Ja 1p d .� d O y tZ v A o <br /> n 3 9 a a 3 a a 3 9 aniLn <br /> m p .n <br /> ;0 + Yin ina V1j n <br /> + + + Ln o <br /> c- z <br /> Z <br /> °o D DRAINAGE PLAN °t7 <br /> - - - - ro SHEET No. ? P, �• mac" <� p <br /> m DRAINAGE <br /> _ YST M NO. O f g^ m m <br /> Y. <br /> a a a n n a a a a a n a a a a a a a a a a la- <br /> 11-1 <br /> 0 0 1,<, 0 0 0 0 0 0 0 0 n 0 0 0 0 DRAINAGE UNIT No.Q ,dry m <br /> tG X 8 < C + N Z 0 7 a - F a 0 0 0 N IQ, C + DI 1 � 0 7 a - 7C ` m 'L P <br /> m c-r <br /> C "' > <br /> N r <br /> V <br /> D <br /> :t `•� clA <br /> O v^ 1\= r 25 w s0i <br /> r <br /> N <br /> S <br /> D1`22-D5 DATE PLOTTED 11-APR-2005 <br /> TIME PLOTTED =`12:36 <br />