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PLACE RIPRAP SLOPE EROSION <br />PROTECTION AS PER THE LAKE <br />INLET DETAIL ON SHAT 3, TYP. <br />mi <br />SII <br />MATCH _III <br />199. II <br />� .11 <br />ME <br />�I <br />I2I <br />_ LINA' _ <br />SEE SHEET 7 <br />8 <br />z <br />0 <br />a <br />u <br />V <br />uj <br />w <br />w <br />H <br />z <br />O <br />in <br />/ '0 H <br />ix <br />ix <br />� �/ � � � '� RLE NE h �. e• �„� <br />LAKE <br />4)% <br />'E'I VJEFZf <br />" >,r. b• sear p� oo <br />197 �� / �a, �= — Z c ° L2 <br />Z • oQo <br />OWN so <br />W U M <br />Z w�M <br />�FNr <br />Z L 0 � <br />N <br />�o <br />195 � <br />EXISTIN6 -CAB SERVIGE5 <br />INSTALLED WITH OAKV400P <br />LAKE SUBDIVISION, UNIT <br />NO. 2 IMPROVEMENT PLANS <br />ry 190 191 192 193 � <br />188 m 194 <br />52.13, <br />FH <br />�0 oriel <br />/4 <br />q .42 ''� 56.39 70. Lb' 1 70. Lb' 1 70. 00 76.47' cB^H 7.47' / • <br />/5v <br />CICCARELLI COURT <br />0 154 L. F. <br />22 6' P. V. G. 30ex. P M7M <br />AT 5=.006 I <br />cV CS 5 ry � fJ' FX 56• `� — <br />43.86' 70. Cil' 70. AO' V.001 80.39' <br />b' x II I <br />233L.F. REMOVE PLU6 AND 9' <br />` 6" P.V.C. v m ry <br />AT 5=.01 m CONNECTO EX. „ <br />u m <br />^Ln <br />N <br />,ry4- <br />4185 184 183 z 182 181 <br />30' 30' <br />�A�r <br />12' 12' <br />h • <br />180 8 <br />1 79 <br />I <br />I <br />LAKE ._. EMATCH . g <br />.� <br />m <br />1778 � <br />0 <br />i I <br />LINE _ <br />SEE SHEET 5 <br />J <br />V(1 G <br />>uld Verify <br />[e Of Work <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. S. H. <br />DATE: 'U6• 6, 2005 <br />SCALE: 1 -40, <br />DWG: 296E-SSSD <br />CHECKED: KA <br />JOB # 296F-04 <br />SHEET <br />OF 33 <br />