Laserfiche WebLink
(3) <br />0) <br />LO <br />SC <br />CONI <br />5/8" 316 SS <br />RUBBER GASKE <br />316 SS FOUNDATION PLATE <br />WAI-It I Y NUUK UL I AIL <br />3- = 1--0' <br />LEGEND_ <br />27"x27"x5/8" 316 SS BASEPLATE <br />2"x15/16" BOLT HOLE (TYPx4) <br />8" SCH 40 316 SS 90* BEND <br />1.25" DIA. FNPT WELDOLET (TYPx4) <br />8"X6" FL D.I. ECC. REDUCER <br />316 SS EYEBOLT <br />27"x27"xl/4" NEOPRENE RUBBER GASKET <br />3/4"x9" 316 SS EXPANSION ANCHOR <br />316 SS WASHER & NUT <br />8" SCH 40 316 SS PIPE (WELDED TO PLATE) <br />8" SCH 40 316 SS CERTA-LOK DROP PIPE ADAPTER <br />27"x 27"x 5/8" 316 SS FOUNDATION PLATE <br />1/4" 316 SS ROUND STOCK SAFETY HOOK <br />3/8" 316 SS SAFETY CABLE TO PUMP <br />SUBMERSIBLE PUMP <br />8"-316 SS DROP PIPE ADAPTER <br />1.25" - 316 SS AIR VENT (SEE DETAIL THIS SHEET) <br />8" 316 SS CHECK VALVE (FNPTxFNPT) <br />@ 8" CERTA-LOK PVC COUPLING O.D. <br />8" CERTA-LOK SCH. 80 PVC DROP PIPE O.D. <br />30"x3O" CONCRETE PAD <br />FIL DI TEE <br />A53 GRADE B STEEL SURFICIAL CASING 24" O.D. <br />A53 GRADE B STEEL WELL CASING PIPE O.D. <br />GROUT <br />@ #57 STONE AND MIRAFI <br />OPEN BOREHOLE <br />CONCRETE PUMP PAD ELEVATION <br />CONCRETE SLAB ELEVATION <br />8"-316 THREADED PIPE (MNPTxMNPT) <br />PUMP INTAKE ELEV. <br />SURFICIAL CASING BOTTOM ELEV. <br />WELL CASING BOTTOM ELEV <br />ELECTRIC MOTOR 7.5" O.D. <br />8" DISCHARGE PIPE q ELEVATION <br />EXISTING GROUND ELEVATION <br />STATIC WATER ELEVATION <br />PUMPING WATER ELEVATION <br />NEW PRESSURE TRANSDUCER & CABLE LEVEL SENSOR ELEV, <br />OPEN BOREHOLE I.D. <br />@ SUBMERSIBLE PUMP 10" O.D. <br />WELL BOTTOM ELEV. <br />316 SS LEVELING NUT <br />3/4" GROUT <br />@ A53 GRADE B STEEL INTERMEDIATE CASING 16" O.D. <br />(@ INTERMEDIATE CASING BOTTOM ELEV. <br />--1 3.75" �-- <br />1.25" SCH. 5S 316 SS <br />180* LONG RADIUS RETURN <br />Ln <br />r- <br />C� <br />316 SS INSECT SCREEN <br />CN <br />1.25" SCH. 5S 316 SS STEEL PIPE <br />1.66" O.D. <br />0 1.25" MALE NPT <br />U-) <br />C3 <br />AIR VENT DETAIL <br />NOT TO SCALE <br />EL. 5.00 53 <br />NOTE: <br />MIRROR WELL PER SITE PLAN. <br />LIMESTONE -,, <br />I <br />DISCHARGE PIPE <br />EL. 151.25 <br />Q EL. 147.00 <br />6" No. 57 STONE <br />POWER CABLE SHALL BE <br />N-4,53 E L. 8 1. 0 0 <br />SECURED TO PIPE COLUMN <br />EL. 67.00 BY 316 SS STRAPS <br />EL. 63.50 <br />Ez 4 <br />(1 EVERY 10 FT.) <br />SAND <br />SAND <br />EL. 65.00 <br />EL. 55.00 <br />"N�- S A N D <br />EL. 36.00 <br />EL. 26.00 <br />SAND/LIMESTONE INTERFACE <br />.. ... ... ... ... ... ... .. --------- ------------- .......... ..... <br />- - - - M.- - - -: :-_: ------- <br />i . P, <br />N-441\ <br />---m-, <br />SEE WELL PUMP CONNECTION DETAIL, THIS SHEET <br />LIMESTONE <br />16" I.D. <br />EL. (-) 513.00 <br />WELL No. 11 <br />VERTICAL SECTION <br />NOT TO SCALE <br />2" OBSERVATION PIPE <br />PLAN <br />NTS <br />4& <br />41 $4"�NWW&CMED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, FL 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www. m ckim creed. com <br />EL. (-)2..Oo 53 <br />5 <br />LIMESTONE <br />q OF WELL CASING <br />AND DISCHARGE HEAD <br />SEE WELL PUMP CONNECTION <br />DETAIL, THIS SHEET <br />LIMESTONE <br />12" I.D. <br />�@ EL. (-) 456.00 <br />WELL SCHEDULE <br />WELL NUMBER <br />WELL 11 <br />WELL 12 <br />COLUMN /DISCHARGE <br />PIPE SIZE <br />8" <br />8" <br />ABOVE GROUND <br />PIPE SIZE <br />6" <br />6 <br />TRANSMISSION <br />MAIN SIZE <br />12" <br />12" <br />FINISHED FLOOR <br />ELEVATION <br />148.00' <br />142.00' <br />PUMP MODEL <br />1 ORJLC <br />10RJLC <br />STAGES <br />3 <br />3 <br />IMPELLER DIAMETER <br />5.94" <br />5.94" <br />DESIGN GPM <br />11000 <br />1,000 <br />DESIGN TDH <br />305' <br />30-951 <br />RPM <br />3.520 <br />3,520 <br />MOTOR (HP) <br />100 <br />100 <br />MOTOR DIAMETER <br />8" <br />8- <br />VOLTAGE <br />460 <br />460 <br />n 1 n1mr- <br />.SAMPLE PORT <br />NTS <br />STEEL WELL CA� <br />8.625" O.D <br />WELL No. 12 <br />VERTICAL SECTION 10.19" O.D. <br />NOT TO SCALE <br />NOTE 1 <br />4" <br />18 <br />CHAMFER 25 <br />TYP. ��i <br />40-411 <br />4, <br />z <br />M <br />SEE STRUCTURAL <br />FOR DETAILS <br />43 <br />< A <br />- NOTE 2 <br />4 <br />SECTION <br />DISCHARGE HEAD ASSEMBLY <br />NTS <br />CITY OF ZEPHYRHILLS <br />5335 8th Street <br />Zephyrhills, FL 33542 <br />Phone: (813)780-0000 <br />2" NPT TAP <br />1/2"-316 SS THREADED PIFE <br />1 /2"-316 SS <br />BALL VALVE <br />1/2"-316 SS 90* <br />BEND WITH SMOOTH <br />NOSE <br />WELL PUMP CONNECTION DETAIL <br />1-1/2' = 1'-0" <br />N OTES: <br />1. THE 316 SS BASEPLATE, 90' BEND, FLANGE, PIPE, <br />DROP PIPE ADAPTER, LIFTING HOOK AND SAFETY HOOK SHALL BE <br />WELDED TOGETHER TO FORM ONE DISCHARGE HEAD ASSEMBLY. <br />2. CUT OFF THREADED PORTION OF DROP PIPE ADAPTER AND <br />WELD TO SCH. 40 316 SS PIPE. <br />3. GRIND EXISTING TOP SURFACE OF CONCRETE PUMP PAD SMOOTH AND LEVEL <br />FOR INSTALLATION OF THE FOUNDATION PLATE,BASEPLATE AND RUBBER <br />GASKET, <br />PLACE GROUT ON THE CONCRETE PUMP PAD TO FORM A SMOOTH LEVEL <br />SURFACE FOR THE FOUNDATION PLATE. <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />WELL DETAILS 1 <br />F" <br />DATE: <br />-N <br />FEBRUARY 2012 <br />IVICE PROJ. <br /># 4584-0003 <br />DRAWN <br />BFN <br />DESIGNED <br />MSL <br />CHECKED <br />JSL <br />PROJ. IVIGR. <br />MSL <br />SCALE <br />HORIZONTAL: <br />NA <br />VERTICAL: <br />NA <br />IL L-j <br />I M-3 I <br />'STATUS: REASION <br />ISSUE FOR BID <br />