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245 L.F. <br />12" R.G. <br />AT 5=.0C <br />5=. 0025 <br />CATCH BASIN DATA <br />2g L. F. 12" R. C. P. AT 5=. 005 <br />12" INV. AT 5. D. M. H.-26 = 6.58 <br />12" INV. AT G.B.-56 = q.62 <br />17 L.F. - 12" R.C.P. AT 5=.005 <br />12" INV. AT 5. D. M. H. -26 = g. 53 <br />59 <br />`b 1 27 <br />60 I 61 <br />2q L.F. <br />F 12" R.G.P. <br />AT 5=.005 <br />PH <br />62 <br />21 <br />SPN4h27 <br />m <br />wi <br />r_m- <br />65 <br />795 L. F. <br />12" P.V.G. <br />67 <br />MM <br />m <br />70 <br />71 <br />72 <br />73 <br />15 <br />23. <br />i$ <br />CURVE <br />ib <br />14 <br />17 L. F. IOq L.F. r <br />P. 12" R.G.P. 18" R.G.P. <br />4 S I AT 5=.005 AT 5=.0015 <br />1I_ <br />30 <br />28 <br />31 <br />26 <br />400 L.F. <br />8" P. V. C. <br />5=.0035 <br />CHORD <br />500 L.F. <br />21" R.C.P. <br />AT 5=.0015 <br />DESC. <br />r <br />245 L.P <br />400 L.F. <br />6" P. V. C. <br />AT 5=.005 <br />12" R. G <br />355.47' <br />AT 5=. C <br />4 <br />(MH #25 <br />617.22' <br />MH #26) <br />2 <br />FL <br />O <br />623.07' <br />-2 <br />635.10' <br />Q I PARK 136 L. F. <br />12" R.G.P. <br />L.F. 1 <br />33 <br />32 <br />31 <br />30 <br />2q <br />25 <br />27 <br />26 25 <br />24 <br />23 <br />AT S=.012 5' <br />1 <br />PL <br />W 61°17'21' <br />612.00' <br />654.66' <br />623. Bq' <br />1362.58' <br />W <br />61017'21" <br />588.00' <br />626. g8' <br />5gq.42' <br />348.36' <br />23. <br />i$ <br />CURVE <br />ib <br />14 <br />14 <br />12 <br />RADIU5 <br />10 <br />CHORD <br />$ <br />DESC. <br />6 <br />245 L.P <br />641.82' <br />12" R. G <br />355.47' <br />AT 5=. C <br />4 <br />(MH #25 <br />617.22' <br />MH #26) <br />2 <br />FL <br />O <br />623.07' <br />-2 <br />635.10' <br />400 <br />L.F. 1 <br />AT 5= . 0035 <br />(MH <br /># 63 TO <br />SEE SHAT 21 FOR THE <br />21 PROFILE OF 5TORN DRAIN <br />FROM SDMH-27 TO CB -57 <br />22. 21. <br />N <br />m <br />N � <br />PROPOSED TOPOF CURE <br />:5--\ <br />" IWLL TYPE) -- �-- <br />20. <br />19. <br />APL I CELLA COURT <br />SCALE: I"=40' <br />17. <br />EX. GROUND � - <br />- -- - --- -- ------ - --- - <br />16. <br />15. <br />CATCH BA5 I N DATA <br />12" INV. AT G. B. -52 = q.50 <br />IB L.F. - 12" R.G.P. AT 5=.005 <br />12" INV. AT 5. D. M. H. -24 = g. 41 <br />12" INV. AT G.B. •x•53 = 7.64 <br />30 L. F. - 12" R. G. P. AT 5=.005 <br />12" INV. AT S. D. M. H. -24 = 7. 4q <br />74 <br />75 <br />32q L.F. <br />21" O.C.P. <br />AT 5=.0015 <br />76 <br />, <br />21" R.G.P. <br />77 r <br />14 S - <br />I6 v%30 L. F. <br />12" R.C.P. <br />AT 5=.005 <br />IB L.F. <br />12" R. G. P. <br />22 21 AT 5=.005 <br />' /' <br />INSTALL 67 L.F. ti 6" P. V. G. / 2 <br />SLEEVE FOR FUTURE LANDSCAPE <br />IRRI6ATION LINES. / <br />/ 20 <br />'�/.O/ <br />135 L.F. , <br />12" R. G. P. / <br />AT 5=. 005 <br />SEE SHEET Iq FOR THE 19 / <br />PROFILE OF STORM DRAIN <br />FROM 50MH-24 TO CB�51 <br />14. 13. <br />CURVE <br />TABLE <br />14 <br />40 L. F. <br />CURVE DELTA <br />RADIU5 <br />LBJBTH <br />CHORD <br />TANGENT <br />DESC. <br />06 61"17'21" <br />607.00' <br />641.82' <br />611.65' <br />355.47' <br />a <br />61'17'21' <br />577.07' <br />617.22' <br />549.21' <br />341.64' <br />FL <br />1e 61°17'21" <br />623.07' <br />666.42' <br />635.10' <br />36q.10' <br />FL <br />Q 61°17'21' <br />630.00' <br />673. q1' <br />642.24' <br />373.24' <br />PL <br />61017'21" <br />570.07' <br />60q.73, <br />581.07' <br />337.70' <br />PL <br />W 61°17'21' <br />612.00' <br />654.66' <br />623. Bq' <br />1362.58' <br />W <br />61017'21" <br />588.00' <br />626. g8' <br />5gq.42' <br />348.36' <br />5 <br />61°17'21' <br />5g4.00' <br />635.40' <br />605.54' <br />351. q2' <br />SO <br />0°3q'ii" <br />1000.07' <br />11.40' <br />11.40' <br />5.70' <br />a <br />O°3q'ii' <br />1023.07' <br />11.66' <br />11.66' <br />5.63' <br />FL <br />O'3q'lIR <br />877.00' <br />11.13' <br />11.13' <br />5.57' <br />FL <br />O@N' i i " <br />1030.07' <br />11. 74' <br />11. 74' <br />5.87' <br />PL <br />003q'li" <br />970.00' <br />11.05' <br />11.05' <br />5.53' <br />PL <br />0"39'11" <br />1012.07' <br />11.53' <br />11.53' <br />5.77' <br />W <br />0"39'11" <br />gg4.00' <br />11.33' <br />11.33' <br />5.66' <br />SD <br />s 0"39'11" <br />g49.00' <br />11.26' <br />11.26' <br />5.63' <br />5 <br />IB L.F. <br />12" R. G. P. <br />22 21 AT 5=.005 <br />' /' <br />INSTALL 67 L.F. ti 6" P. V. G. / 2 <br />SLEEVE FOR FUTURE LANDSCAPE <br />IRRI6ATION LINES. / <br />/ 20 <br />'�/.O/ <br />135 L.F. , <br />12" R. G. P. / <br />AT 5=. 005 <br />SEE SHEET Iq FOR THE 19 / <br />PROFILE OF STORM DRAIN <br />FROM 50MH-24 TO CB�51 <br />14. 13. <br />706 L. F. <br />12" P.V.G. <br />`\- ` 15 <br />400 L.F. <br />6" P. V. G. <br />AT S=. <br />ib <br />14 <br />40 L. F. <br />C00 <br />n, <br />W <br />D f 1�n1�8 <br />E <br />C <br />o `" <br />Ln <br />ly <br />r + <br />f0 <br />W M <br />> in .. <br />w <br />6 <br />12. <br />' <br />v <br />. <br />oQv <br />t60 TO <br />Z <br />M.H. * 63 <br />t 1 <br />IV- N <br />11 <br />M. H. * 62 <br />RIM=14.6 <br />o� <br />IV - <br />706 L. F. <br />12" P.V.G. <br />`\- ` 15 <br />400 L.F. <br />6" P. V. G. <br />AT S=. <br />ZONTAL 1"=40' <br />TICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: <br />DATE: AUG. 14, 2006 <br />SCALE: NOTEP <br />DWG: 2966 -CPPD <br />CHECKED: KA <br />jos a 2966-04 <br />SHEET <br />OF �/ <br />ib <br />14 <br />40 L. F. <br />C00 <br />n, <br />W <br />D f 1�n1�8 <br />E <br />C <br />o `" <br />Ln <br />ly <br />10 <br />f0 <br />W M <br />> in .. <br />w <br />6 <br />12. <br />' <br />v <br />. <br />oQv <br />t60 TO <br />Z <br />M.H. * 63 <br />rZ <br />�c <br />0 <br />M. H. * 62 <br />RIM=14.6 <br />o� <br />vWo=�� <br />g <br />5. D. M. H. 26 <br />RIM#15.1 <br />Q <br />O <br />W <br />• <br />L M <br />W M <br />1U <br />V <br />Ln <br />V) 1 <br />NtV- <br />>, <br />CNLUvii <br />V) <br />V <br />z <br />��o <br />Z <br />W <br />u <br />a <br />ZONTAL 1"=40' <br />TICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: <br />DATE: AUG. 14, 2006 <br />SCALE: NOTEP <br />DWG: 2966 -CPPD <br />CHECKED: KA <br />jos a 2966-04 <br />SHEET <br />OF �/ <br />ib <br />14 <br />40 L. F. <br />6" R.G. P. <br />/T 5=.0015 <br />D f 1�n1�8 <br />MH #24 TO <br />ly <br />10 <br />{ r hE' :> a Cli diit'k <br />w <br />6 <br />12. <br />J <br />IL <br />v <br />S.D. M. H. * 26 <br />2 <br />t60 TO <br />i <br />M.H. * 63 <br />�c <br />0 <br />M. H. * 62 <br />RIM=14.6 <br />Z�� <br />g <br />5. D. M. H. 26 <br />RIM#15.1 <br />Q <br />+ <br />!t-=0_04 <br />RIM=14.41 <br />QN <br />1U <br />V <br />H <br />NtV- <br />v <br />QA <br />N <br />RIM=13.6 <br />ZONTAL 1"=40' <br />TICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: <br />DATE: AUG. 14, 2006 <br />SCALE: NOTEP <br />DWG: 2966 -CPPD <br />CHECKED: KA <br />jos a 2966-04 <br />SHEET <br />OF �/ <br />ib <br />14 <br />40 L. F. <br />6" R.G. P. <br />/T 5=.0015 <br />12 <br />MH #24 TO <br />MH #23) <br />10 <br />8 <br />6 <br />_. F. <br />4 <br />V.G. <br />S.D. M. H. * 26 <br />2 <br />t60 TO <br />i <br />M.H. * 63 <br />5. D. M. H. * 27 <br />0 <br />M. H. * 62 <br />RIM=14.6 <br />-2 <br />5. D. M. H. 26 <br />RIM#15.1 <br />!t-=0_04 <br />RIM=14.41 <br />S D 24 <br />v <br />RIM=13.6 <br />= <br />RIM=13.6 <br />IM=14.1 <br />[�R <br />RIM= 4.0 <br />L(10i <br />0.17 <br />12" P. V. C. MATER <br />12" P. V. G. WATER <br />r�s1(1o) <br />HStf 10 <br />) <br />M6L(1o) <br />500 L.F. 21 " R. C. P. AT 5=.0015 <br />_-- <br />--------------- <br />------- <br />_______ <br />P. <br />__ <br />------------- <br />__ <br />--------- <br />94 <br />- <br />---- -------------------- <br />@•r <br />TO <br />V. G. AT 5x. 0035 <br />101 <br />�• <br />32q L.F. <br />r 400 I <br />' 6" P <br />400 L.F. 8" P. <br />400 L . F. "" <br />r,� <br />21 " R. G. P. �� <br />tx� <br />s AT 5 <br />l� <br />r'b <br />6" P.V.G. <br />AT 5=.0015 .(,yh' <br />ti� <br />; �!« l <br />( MH 1 <br />%t �� <br />r,� <br />'� 'IZ rti <br />8.- <br />r `\s �� <br />AT 5= . 005 <br />a <br />'r Q, <br />b ��1 <br />,y <br />'y �tt1 0 <br />MH # <br />�`� r\-Ioq <br />L.F. <br />S �� <br />l 6" R.G.P. <br />ti <br />AT 5= . 0015 <br />3" P. V. G. <br />MH#64) <br />wn <br />o <br />Pari <br />o <br />�n <br />o <br />mn <br />Nx <br />hit <br />ry� <br />r* <br />+ <br />U1x <br />h <br />m <br />O <br />+ <br />Nz <br />i <br />- <br />- <br />4 <br />" <br />2 <br />SCALE <br />►�-4 <br />i�-x <br />1<-A <br />Hz <br />FQ <br />�x <br />�Q <br />HORI <br />N <br />Ul <br />N <br />2 <br />N <br />til <br />N <br />f <br />N <br />Ul <br />N <br />I <br />N <br />til <br />VER <br />ZONTAL 1"=40' <br />TICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: <br />DATE: AUG. 14, 2006 <br />SCALE: NOTEP <br />DWG: 2966 -CPPD <br />CHECKED: KA <br />jos a 2966-04 <br />SHEET <br />OF �/ <br />ib <br />14 <br />40 L. F. <br />6" R.G. P. <br />/T 5=.0015 <br />12 <br />MH #24 TO <br />MH #23) <br />10 <br />8 <br />6 <br />_. F. <br />4 <br />V.G. <br />=. 0D5 <br />2 <br />t60 TO <br />51) <br />0 <br />-2 <br />ZONTAL 1"=40' <br />TICAL 1"=4' <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: <br />DATE: AUG. 14, 2006 <br />SCALE: NOTEP <br />DWG: 2966 -CPPD <br />CHECKED: KA <br />jos a 2966-04 <br />SHEET <br />OF �/ <br />