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210 LF. 12' H.O.P.E. <br /> DIRECTIONAL BORE Q <br /> STA. 1001 +91 .52, 40.65' LT. MIN. 8' CLEARANCE BELOW J <br /> DER LATERAL 'G' CANAL <br /> CONNECT TO EXISTING 12' 12' MJGV WATERMAIN BOTTOM OF CANAL I LTJ <br /> TEMP. SAMPLE POINT I m <br /> FLUSHING POINT MAKE <br /> North CONNECTION ONLY AFTER CONST. 318 LF. <br /> CLEARED FOR USE. 12' PVC WATERMAIN <br /> W <br /> LLI <br /> N <br /> EXISTING <br /> 12 ' 1PVC WM I _�_ WAT WAT WAT <br /> ......___._ 4 ,RAT w <br /> I <br /> U <br /> H <br /> a <br /> > I I LL_ <br /> OI SOUTH WINTER BEACH ROAD IO <br /> m ( 65TH STREET ) <br /> Q I STA 1004+02, 40.56' LT. STA 1009+25.25, 5.41 '12oLT.-. <br /> 12' MJGV STA 1009+0 E 40.33' LT. CONST. 6'x 4' MJ TEE I c�I <br /> w I STAx6' MJ TEE 8' MJCV <br /> 1 12' MPL 4' MJ PLUG — <br /> STA 1004+33.27, 7.30 LT 1 6' MJGV 40 MJF LL1 <br /> IyJ REMOVE EXIST PLUG CONST. 500 LF. 1 6' MJ PLUG W <br /> (n AND CONNECT NEW 12' PVC WATERMPIN TEMP. SAMPLE POINT N <br /> FTA TO IXISDNG. <br /> Lid <br /> WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT i <br /> W <br /> ZI IZ <br /> H M <br /> — <br /> - - - - - - - - - - - - - - - - - - - - - - - - - — — — 1-- <br /> 1215' DEFLECT F.M. <br /> �R1 I 6' PVC FM BELOW W.N. <br /> F- <br /> . r. L <br /> SCHULKE , BITTLE & STODDARD , L . L . C . <br /> EXHIBIT ' C ' HIGH POINTE SUBDIVISION CML & STRW7VRALEENCINaWIM LODIFICATION OF ZAPLMNQVG acEWRONU MAL PERMITTING <br /> 1 OF 4 1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH , FLORIDA 32960 <br /> TEL 7721770-9622 FAX 7721770-9496 EMAIL info@sbsengineers.com <br />