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INSTALL 67 L. F. 6" P.V.G. <br />SLEEVE FOR FUTURE LANDSCAPE <br />IRRIGATION LINES. <br />705 L. F. - <br />12" P.V.G. <br />78 7a I &0 <br />340 L. F. - <br />18" R.G.P. <br />AT 5=.0015 <br />1 �-I <br />400 L. F. <br />6 " P. V. C. <br />AT S=.005 <br />1-7 16 <br />Icy <br />g\ <br />\ <br />15 <br />IM <br />9 <br />i <br />367 L. F. - <br />6" P. V. 0. <br />AT 5=.006 <br />13 <br />CATCH BASIN DATA <br />31 L. F. 12" R.C.P. AT 5=.005 <br />12" INV. AT S.D.M.H.-22 = 6.24 <br />12" INV. AT C.B.-4q = 7.43 <br />21 L. F. - 12" R. C. P. AT S=. 005 <br />12" INV. AT 5. D. M. H. -22 = 7.32 <br />83 <br />/ 84 85 <br />250 L -F - <br />F. - <br />18" R. G. P. 31 L.F. <br />AT 5=.0015 12" R.G.P. <br />AT 5=.005 <br />`15.19 <br />x.0725 7 14 <br />AFLm l GMLLA COURT <br />SCALE: 1"=40' <br />L. F. <br />CURVE <br />TABLE <br />( MH <br />V <br />MH <br />CURVE <br />DELTA <br />RADIU5 <br />L06TH <br />CHORD <br />TAN6ENT <br />DE5C. <br />q <br />62007'50" <br />300.0!0' <br />325.31' <br />309.61' <br />160.72' <br />0L <br />10 <br />62°07'50' <br />323.010' <br />350.26' <br />333.35' <br />194.58' <br />FL <br />01 <br />62.07'50" <br />277.00' <br />300.37' <br />265.67' <br />166.87' <br />FL <br />I2 <br />62007'50" <br />270.00' <br />292.78' <br />278.65' <br />162.65' <br />PL <br />I <br />62007'50' <br />330.00' <br />357.85' <br />340.57' <br />198.80' <br />PL <br />14 <br />62.07'50' <br />288.00' <br />312.30' <br />297.22' <br />173.49' <br />W <br />I5 <br />62007'50' <br />312.010' <br />338.33' <br />321.99' <br />167.95' <br />5 <br />h <br />61°17'21' <br />6010.00' <br />641.62' <br />611.65' <br />355.47' <br />a <br />61.17'21' <br />577.010' <br />617.22' <br />588.21' <br />341.84' <br />a <br />1e <br />61'17'21' <br />623.610' <br />666.42' <br />635.10' <br />369.10' <br />a <br />Q <br />61.17'21. <br />630.010' <br />673.91' <br />642.24' <br />373.24' <br />PL <br />61.17'21' <br />570.010' <br />609.73' <br />581.07' <br />337.70' <br />PL <br />2 <br />61°17'21' <br />612.010' <br />654.66' <br />623.89' <br />362.56' <br />M <br />61°17'21' <br />SM. 010' <br />626.98' <br />599.42' <br />346.36' <br />5 <br />61.17'21" <br />544.010' <br />635.40' <br />605.54' <br />351.92' <br />SO <br />26038'53' <br />306.00' <br />142.32' <br />141.04' <br />72.47' <br />SO <br />705 L. F. - <br />12" P.V.G. <br />78 7a I &0 <br />340 L. F. - <br />18" R.G.P. <br />AT 5=.0015 <br />1 �-I <br />400 L. F. <br />6 " P. V. C. <br />AT S=.005 <br />1-7 16 <br />Icy <br />g\ <br />\ <br />15 <br />IM <br />9 <br />i <br />367 L. F. - <br />6" P. V. 0. <br />AT 5=.006 <br />13 <br />CATCH BASIN DATA <br />31 L. F. 12" R.C.P. AT 5=.005 <br />12" INV. AT S.D.M.H.-22 = 6.24 <br />12" INV. AT C.B.-4q = 7.43 <br />21 L. F. - 12" R. C. P. AT S=. 005 <br />12" INV. AT 5. D. M. H. -22 = 7.32 <br />83 <br />/ 84 85 <br />250 L -F - <br />F. - <br />18" R. G. P. 31 L.F. <br />AT 5=.0015 12" R.G.P. <br />AT 5=.005 <br />`15.19 <br />x.0725 7 14 <br />AFLm l GMLLA COURT <br />SCALE: 1"=40' <br />10. <br />+ tr a <br /><1-u <au <br />1$ ------- --------- ---- -�--- - <br />16 PROPOSED TOP OF CUIR13EX. GROUND 5=.0025 <br />(4•i" ROLL TYPE) s=. a?25 <br />14 <br />$. D. M. H. # 24 M. H. * 60 5. D. M. H. # 23 5. D. M. H. # 22 <br />12 RIM=14.0 <br />RIM= 14.7 RIM= 15.0 RIM=14.6 <br />HEt(1o1 <br />=4.37 <br />1012 u P. V. G. WATER 12" P. V.G. WATER <br />HWIO) _ <br />�. a2 - <br />250 L. F. 18" R. G. P. AT 5=. 0015 <br />6 -------- -------- <br />340 L. F. 18" R. G. P. AT 5=. 0015 <br />� � ��• 367 L. F. <br />" ✓ fti 400 L. F. 6" P. V. G. 1�0 r 6 P.V.G. ti yA l <br />AT 5=.00-5 (MH #60 TO �A A T 5= . OOh <br />' �� <br />2 'title yk • ltal s MH #61) b <br />0 1 U <br />-2 <br />0 <br />5=.0025 <br />M. H. * 59 <br />RIM=15.0 <br />3q5 <br />L. F. <br />\ <br />P. V. G. <br />( MH <br />V <br />MH <br />#56) <br />L_ <br />r <br />21 L.F. 1 � <br />m <br />a <br />,� 8 <br />12" R.C.P. \ <br />\ p <br />V <br />\11 <br />AT 5=.005 � <br />Q <br />Z <br />C <br />.� <br />L�zC <br />O O <br />U <br />WO= <br />N <br />LL <br />0J <br />10 1ili� <br />lab <br />L.F. <br />C'o�Ln <br />12" <br />R. C. P. <br />AT <br />5=.015 <br />23 <br />SEE SHEET 23 <br />FOR THE <br />PROFILE OF STORM <br />DRAIN <br />FROM 5DMH-22 <br />TO <br />CB -50 <br />10. <br />+ tr a <br /><1-u <au <br />1$ ------- --------- ---- -�--- - <br />16 PROPOSED TOP OF CUIR13EX. GROUND 5=.0025 <br />(4•i" ROLL TYPE) s=. a?25 <br />14 <br />$. D. M. H. # 24 M. H. * 60 5. D. M. H. # 23 5. D. M. H. # 22 <br />12 RIM=14.0 <br />RIM= 14.7 RIM= 15.0 RIM=14.6 <br />HEt(1o1 <br />=4.37 <br />1012 u P. V. G. WATER 12" P. V.G. WATER <br />HWIO) _ <br />�. a2 - <br />250 L. F. 18" R. G. P. AT 5=. 0015 <br />6 -------- -------- <br />340 L. F. 18" R. G. P. AT 5=. 0015 <br />� � ��• 367 L. F. <br />" ✓ fti 400 L. F. 6" P. V. G. 1�0 r 6 P.V.G. ti yA l <br />AT 5=.00-5 (MH #60 TO �A A T 5= . OOh <br />' �� <br />2 'title yk • ltal s MH #61) b <br />0 1 U <br />-2 <br />0 <br />5=.0025 <br />M. H. * 59 <br />RIM=15.0 <br />3q5 <br />L. F. <br />6" <br />P. V. G. <br />( MH <br />#5q TO <br />MH <br />#56) <br />1$ <br />16 <br />14 <br />12 <br />10 <br />6 <br />4 <br />2 <br />O <br />-2 <br />z <br />0 <br />a <br />u <br />V) <br />0 <br />ui <br />0 <br />z <br />0 <br />G <br />R <br />.. <br />01 <br />m <br />00 <br />r, <br />.. <br />WZ <br />_ <br />'E ` <br />L_ <br />r <br />m <br />a <br />win Lvn <br />C�inF <br />V <br />0 <br />Q <br />Z <br />C <br />.� <br />L�zC <br />O O <br />U <br />WO= <br />N <br />LL <br />0J <br />g <br />O <br />W <br />Z <br />C'o�Ln <br />'c" <br />vM <br />w M <br />oo� <br />�0a <br />SCALE <br />Z <br />eq <br />-- <br />W <br />:3 <br />u) <br />d <br />HORIZONTAL 1"=40' <br />N <br />N <br />01 <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: J. S. H. <br />DATE: ". 14, 2" <br />SCALE: NOTED <br />DWG: 2966-CPPP <br />CHECKED: KA <br />joB n 2966-04 <br />SHEET 1 45 <br />OF 26 <br />6 <br />tr <br />O <br />SCALE <br />4 <br />HORIZONTAL 1"=40' <br />N <br />N <br />VERTICAL 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: J. S. H. <br />DATE: ". 14, 2" <br />SCALE: NOTED <br />DWG: 2966-CPPP <br />CHECKED: KA <br />joB n 2966-04 <br />SHEET 1 45 <br />OF 26 <br />