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39311 & 39923 Richland Rd
Zephyrhills
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39311 & 39923 Richland Rd
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Last modified
2/25/2025 3:43:35 PM
Creation date
2/18/2025 3:58:56 PM
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Building Plans
Street #
39311 & 39923
Location
Richland Rd
Contractor
RTD Construction Inc
Building Plans - Permit #
13556 & 13557
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15 7' <br />-142 <br />CONNECT TO /� <br />T" HDPE SAMPLE <br />STA 11135+19,,=,/11127' LT <br />INSTALLED Y OTHERS <br />CONNECT TO 12- PVC WM INSTALLED BY OTHERS <br />STA 135+23, 12,V LT <br />STA. 135+18, 121 LT N: 1437693.90 <br />24*x1 2' REDUCER / E: 605817.42 <br />24" PVC 67.3' <br />9* GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE. <br />SIMILAR TO GRAVEL DRIVEWAY SECTION ON SHEET C-1 3 <br />t7 P <br />n <br />10.0 <br />r <br />F <br />SEE SHEET M-1 <br />FOR <br />WELL HOUSE PLAN <br />.......... <br />FINISHED FLOOR <br />ELEV. 142.00 <br />(SEE NOTE 2) <br />ANTENNA <br />—10.0 <br />NAF <br />20.00 <br />12DOUBLE ,`SWING GATE <br />2e PVC a <br />1/20 HDPE, <br />WATER LINE <br />'X' <br />SAMPLE POINT <br />............ <br />12' PVC <br />R15.0 <br />.... ..... ------ ---- .. .... ..... <br />----- <br />X <br />ow SEE SHEET C6 FOR CONTINUATION <br />ON <br />ow ow <br />.......... - ............... ...... <br />..................... .......... . <br />................. <br />.................... .................... - ... ........ .................... 135+00 <br />............ ........ ......... .............. ...................... ............ .......... ........................ <br />PoCFLAND ROAD (DIRT) <br />r.NO. <br />SEAL <br />8 <br />STA E OF 40 0 <br />R ID <br />AL <br />MATTHEW'41P.E. <br />No. 66118 <br />9L <br />an <br />13 0 13 0 0 <br />� Yk <br />Pk k s" 15' BLACK PVC COATED CH AWN LINK FENCE <br />WITH 3 STRAND BARBEDRE TOP TURNED OUT <br />7 (SEE DETAIL) <br />F,: i PORTABLE GENERATT <br />LOCATION <br />N: 1437671.23 <br />E: 605844.09 <br />STA 135+50, 101' LT <br />M, <br />A U <br />NOTES: <br />1. THE 24w PVC WATER MAIN AND 1/2- HDPE SAMPLE LINE <br />10' 0 10' 20' <br />1 0 w M 0 N <br />MMENN�� . I <br />SCALE: 1"=10' (Horiz.) <br />SHALL BE INSTALLED BY OTHERS TO STA 135+00. <br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL <br />A <br />IMPROVEMENTS ON THE WELL HOUSE SITE WITH 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 />BASF., 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 WIRES 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 />—GRADE THE GRAVELED AREA <br />6. THE CONTRACTOR SHALL RE <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 />—10.0, CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND <br />INSTALLING THE WELL PUMP, WELL HEAD, CERTA LOK, <br />CONCRETE PAD AND ALL OTHER ANCILLARIES. <br />39 <br />44"\ <br />W ku <br />R1 5.0' <br />. ...... ..... ... ----- .... .... - -- ----- ------ X ----- ----- X, - X ----- ----- ----- .... .. ..... ..... . <br />X -- ----- ----- ----- - -- ---- .. .... ..... ----- ..... . .. ..... X ----- ---- ----- X - __ ___X <br />X ----- .... ....... . ..... ..... ...... . ..... .. .. .... <br />----- <br />ow — <br />DHW ORW ow CNw GHW <br />.. .......... ........ <br />.............. . ........... ............ . .................................... ... ...... ...... .. ...... .. ........... ...................................... ................ ............. ................ <br />40�� ............. ........................... ........................... ....... ..... ...... .................... .............. . .. .. ... . ...................... . ...... ................................................... __ ..... . .. .. . .. ......... ..... ...................... ....... ... <br />14n . ....... _140- <br />135+50 136+00 1_37+0 0 <br />................ . ................................. ........... .............. ..... ....................................... .......................... .................. - ......... ......... ................... 3-6+-50+ — -- - . ** , I <br />v <br />�NnUN4&CREED <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 />DATE: <br />FEBRUARY 2012 <br />MCE PROD. <br /># 4584-0003 <br />DRAWN <br />QES <br />DESIGNED <br />BTNI <br />CHECKED <br />JSL <br />PROJ. MGR. <br />MSL <br />I% — <br />SCALE <br />HORIZONTAL: <br />10 = 10, <br />VERTICAL: <br />NA <br />;TATUS: REVISION <br />ISSUE FOR BID <br />
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