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1z <br />ny <br />Y. <br />M <br />4 <br />J41 <br />M <br />T <br />f <br />V <br />4it <br />.6 <br />z <br />-; It <br />a) <br />04 <br />C� <br />a <br />C14 <br />00 <br />rn <br />00 <br />Lf) <br />NDI <br />152.7" <br />RICH�AND ROAD (DIRT) <br />........................................................... ............... <br />LL- REV11SIONS <br />42 . . . . . . . . . . <br />CONNECT TO 1/2" HDPE SAMPLE <br />STA 135+1 9/i 27' LT <br />INSTALLED�BY OTHERS <br />CONNECT TO 120 PVC WM INSTALLED BY OTHERS <br />STA. 135+18. 121' LT N: 1437693.90 <br />24-*x12" REDUC�;/ V E: 605817.42 <br />STA 135+23. 124' LT <br />24" PVC 67.3' go GRAVEL NTH MIRAFI AS COMPACTED SUBGRADE. <br />SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-13 <br />FA <br />12' DOUBLE �,SWING GATE <br />SAMPLE POINT <br />13 <br />6' BLACK PVC COATED CHffl� LINK FENCE <br />WITH 3 STRAND BARBED/#IRE TOP TURNED OUT <br />(SEE DETAIQ X, <br />PORTABLE GENERATO� <br />LOCATION <br />.23 <br />09 <br />50, 101, LT <br />% <br />X. <br />NOTES: <br />1. THE 24" PVC WATER MAIN AND 1/2- HDPE SAMPLE LINE <br />------ ------ ------- SHALL BE INSTALLED BY OTHERS TO STA 135+00. <br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL <br />IMPROVEMENTS ON THE WELL HOUSE SITE NTH THE <br />FOLLOWING EXCEPTIONS: 24" PVC WATER MAIN FROM <br />RICHLAND ROAD TO STA 135+00, 1/2" HDPE SAMPLE LINE <br />FROM SAMPLE POINT TO STA 135+00, THE ANTENNA <br />BASE, THE ANTENNA AND THE DFS PANEL TO BE <br />MOUNTED INSIDE THE WELL HOUSE BUILDING. <br />3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL <br />ELECTRICAL CONDUIT AND %RES TO AND FROM THE DFS <br />PANEL AND ANTENNA. <br />4. ALL PIPE SHALL BE FULLY RESTRAINED. <br />5. ALL PIPE SHALL HAVE A MINIMUM OF 3' OF COVER. <br />6. THE CONTRACTOR SHALL RE —GRADE THE GRAVELED AREA <br />TO EL 141.0. <br />7. THE WELL WITH THE INNER AND OUTER WELL CASING HAS <br />BEEN DRILLED UNDER A SEPARATE CONTRACTOR. THE <br />CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND <br />INSTALLING THE WELL PUMP. WELL HEAD, CERTA LOK, <br />CONCRETE PAD AND ALL OTHER ANCILLARIES. <br />10' 0 10' 20' <br />1 0 M M w w <br />M M M M M <br />SCALE: 1"=10' (Horiz.) <br />— — — ---------- . ........... <br />"p --- - ----- -- - X . . .. .... .... ..... . . X . .... .. . X . . . ..... ..... ----- X ..... ---- ----- ----- X ----- ----- — ----- X ----- ----- --- - ---- X <br />A <br />A, <br />k***,�NIqQM&CREED <br />444 <br />3802 Ehrlich Road, Suite 306 <br />Tampa, FL 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www.mckimcreed.com <br />CITY OF ZEPHYRHILLS <br />5335 8th Street <br />Zephyrhills, FL 33542 <br />Phone: (813)780-0000 <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />WELL No. 12 SITE PLAN <br />. . . . . .......... . <br />F, ­N <br />DATE: FEBRUARY 2012 <br />MCE PROJ. # 4584-0003 <br />DRAWN QES <br />DESIGNED BTN <br />CHECKED JSIL <br />PROJ. MGR. MSL <br />K.—I <br />CHW <br />__ . .... . . . ...... 140- <br />. ....................................................... <br />HORIZONTAL: <br />1" = 10' <br />VERTICAL: <br />NA <br />NG N <br />IC-11 <br />'STATUS: REMSION <br />ISSUE FOR BID <br />-IFI-11 1. F-Fil I i I T_ <br />111,1J. 44111 � " - ___ I — -1 —, � —1 _F__T__F__F_ <br />ILL _'. I =,I I I I I �' .1 �' �1 P_ j � 11. 1 � ! <br />__ __T [F -1 1--- I i T_ ___1_T - __T_ — — <br />