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�i <br />z <br />0 <br />0 <br />0 <br />0 <br />00 <br />N <br />0 <br />0 <br />Of <br />Q <br />L <br />w <br />o' <br />d- <br />I <br />N <br />0 <br />0 <br />0 <br />z <br />CIO <br />0 <br />0 I <br />0 0 <br />I z o_ <br />0 H <br />00 u <br />PIPE SLEEVEJL <br />T.O. CONC. SLAB <br />EL 0'-0" (147.50') <br />[TYP. U.N.O.] <br />REF. NOTE 6 J <br />OIL T.O. CONC. PAD <br />EL 0'-4" (147.83 <br />NP <br />U) <br />CV <br />26'-8" (0/0 CONC.) 10'-8" <br />(0/0 CMU) <br />4'-0" (REF. ARCH. DWG's) 4'-0" 6'-8" <br />E.O. C.I.P. REINF. CONC. FTG. <br />8" SLAB -ON -GRADE REINF. w/ 2'-0" 4'-8" (TYP.) <br />#4 BARS SPA. ® 8" O.C. EA. WAYq WELL <br />(® MID -DEPTH OF SLAB) TS2 4'-5" T.O. CONC. FTG. <br />2.S2 [REF. NOTES 1, 3, 5 & 7] (TYP.) 9.52 EL -0'-8" (146.83') <br />I I <br />REF. NOTE 8 <br />_::_ - ---------------------- <br />TMI I <br />I N r. <br />_ Z) <br />r - - - - T.O. CONC. PAD (L.P.) I --- I N )A 0 v <br />EL-0'-0j" (147.46') I (cn <br />S.s2 <br />01 <br />LL T.O. CONC. PAD H.P. <br />i� EL 0'-0" (147.50') <br />I <br />S . I- <br />TS2PIPE SLEEVE I L � ----z-J `O �. <br />I I S2 iI 0 <br />I� I L _ J z <br />-------------------------------J (TYP.) 0 <br />-^-------- -- 3.S2- - - - - - - - - - - <br />--171 <br />I <br />I <br />I <br />I <br />I <br />4.S2 T.O. CONC. PAD H.P. <br />EL 0'-0" (147.50') I C;LO <br />L------------(TYP.) --------------� <br />ki) <br />I I <br />I <br />I I <br />5.S2 (TYP.) <br />T.O. CONC. PAD (L.P.) <br />EL-0'-0j" (147.45') <br />91-81, <br />26'-8" (0/0 CONC.) 6'-0" <br />'006Nhh, <br />40 1 - PLAN - PUMP STATION FOUNDATION <br />SCALE: 1 /4" = V-0" <br />FOUNDATION PLAN NOTES. NORTH <br />1. <br />REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S <br />SLAB -ON -GRADE T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. <br />REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION. <br />CONT. CHAMFER ® PERIMETER OF <br />2. <br />GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (f) REFERENCE CIVIL DRAWINGS <br />(3) OPEN SIDES OF PAD <br />FOR ADDITIONAL INFORMATION. <br />(TYP. EA. PAD) <br />3. <br />PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT <br />GEOTECHNICAL REPORT. <br />INTR. SLAB -ON -GRADE <br />4. <br />PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL, <br />(REF. PLAN) <br />ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO <br />REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT <br />T.O. CONIC. PAD <br />EITHER SHOWN OR NOT SHOWN. <br />EL 0'-4" (147.83') <br />5. <br />REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF <br />[REF. PLAN] <br />ANCHORING EQUIPMENT TO THE P.S. FOUNDATION SLAB. <br />6 <br />C.I.P. REINFORCED CONCRETE SUPPORT SLAB/FOOTING FOR ANTENNA TOWER BOTH THE <br />,� T.O. CONIC. SLAB <br />0 <br />T.O. CONC. PAD (L.P.) 0 <br />EL-0'-0j" (147.46') `. <br />00 <br />T.O. CONIC. PAD (L.P.) N <br />EL -0'-1" (147.42') 0 N <br />8" CMU WALL (TYP. U.N.O.) 0 <br />10 <br />N <br />E.O. C.I.P. REINF. CONC. <br />SLAB -ON -GRADE THK'D T/D <br />& O/F CMU WALL ABOVE <br />(TYP.) <br />E.O. C.I.P. REINF. CONC. <br />"ENTRY PAD" <br />SLAB -ON -GRADE THK'D T/D <br />(TYP. A. ENTRY DOOR) <br />6" SLAB -ON -GRADE REINF. <br />w/ 6x6-W2.9xW2.9 W.W.F. <br />MID -DEPTH OF SLAB (TYP.) <br />[REF. NOTES 1, 2 & 3] <br />#4 BARS SPA. @ 10" O.C. EA. WAY <br />® MID -DEPTH OF THE PAD <br />#3 DOWELS w/ STD. 90' HOOK <br />SPA. @ V-8" O.C. EA. WAY, <br />ANCHOR TO SLAB w/ HILTI <br />HY150 INJECTION ADHESIVE & <br />EMBED 2j" (MIN.) IN TO THE <br />SLAB -ON -GRADE <br />WALL <br />8" "SPLITFACE" CMU REINF. w/ <br />#4 BARS ® SPA. 4'-0" O.C. <br />(GROUT FILL CELLS w/ REINF.) <br />SLAB REINF. w/ 90' HOOK <br />THK'D T/D (TIE TO BTM. REINF) <br />[TYP. EA. END] <br />T.O. CONC. SLAB <br />Y EL 0'-0" (147.5( <br />[REF. PLAN] <br />0 <br />1 <br />N I <br />J2 <br />1 <br />VERT. WALL REINF. & DWL.'s CTR'D IN WALL <br />(SHOWN OFFSET FOR CLARITY) <br />#4 DOWEL w/ STD. 90' HOOK, <br />SPA. ® 4'-0" O.C., SPLICE <br />2'-0" (MIN.) <br />2'-0" <br />00 <br />(SPLICE LENGTH) Q <br />J <br />INTR. SLAB -ON -GRADE <br />(REF. PLAN) <br />X <br />0 <br />N <br />L LAYER OF #57 STONE <br />(COMPACTED) <br />;.o J #4 "Z"-BARS SPA. ®1'-4" O.C. <br />3" CLR. <br />(TYP.) 1,_0» (2) CONT. #5 BARS <br />(EQ. SPA.) <br />- SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D 2 <br />SCALE: 1 /2" = 1'-0" <br />WALL <br />0 <br />,�, T.O. CONC. SLAB <br />:. P.S. EXTR. CMU WALL <br />EXTR. GRADE" THK. EXP. JT. MAT'L (BEYOND) <br />(FULL WIDTH OF ENTRY PAD) [TYP.] <br />SLAB -ON -GRADE ENTRY PAD #4 "STRAIGHT" BAR DWL's 2'-0" LONG & <br />(REF. PLAN) [TYP.] SPA. @ V-0" O.C. (EMBED V-0" IN SLAB) 0 <br />SL. [GREASE ENTRY PAD E.O. BAR] <br />J <br />(NOT SHOWN FOR CLARITY) INTR. SLAB -ON -GRADE a <br />[REF. PLAN] ; ; (REF. PLAN) w <br />T.O. CONC. SLAB J. <br />EL VARIES 0 0 X-EsX-X-X-X-x- �. .. . <br />(REF. PLAN) I o a 4 <br />1 D D D D .I d <br />0 I <br />LAYER OF #57 STONE <br />(COMPACTED) \- LAYER OF #57 STONE <br />(COMPACTED) <br />REF. SECTION 5.S2 FOR <br />ADD'L SLAB -ON -GRADE P.S. SLAB -ON -GRADE THK'D T/D <br />ENTRY PAD INFO (REF. SECTION 2.S2) <br />4 - SECTION - TYP. E.O. SLAB THK'D T/D / ENTRY PAD <br />SCALE: 1 /2" = 1'-0" <br />#4 DOWELS <br />w/ STD. 90' HOOK <br />8" "SPLITFACE" CMU WALL <br />SPA. <br />® 2'-0" O.C. <br />REINF. <br />w/ #4 BARS SPA. @ 2'-0" O.C. <br />(ALTERNATE HOOK DIR. EVERY OTHER BAR) <br />[SPLICE 2'-0" (MIN.) w/ WALL REINF] <br />GROUT <br />(FULL <br />FILL ALL REINF. CELLS <br />WALL HT.) <br />T.O. STONE <br />EL -0'-1" (147.42') <br />[N.S.] <br />(5) CONT. #4 BARS EQ. SPACED <br />(T&B) <br />°(T&B) <br />2�, <br />#4 BARS SPA. ®8" O.C. <br />j4T.O. CONC. FTG. <br />a <br />v <br />„ , <br />EL -0 -8 (146.8,3 ) <br />[REF. PLAN] • a • <br />ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED <br />BY OTHERS. EL 0'-0" <br />(147.50') <br />REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. [REF. PLAN] <br />d <br />a <br />7. REFERENCE ARCH. DWG's & PROJECT SPECIFICATIONS FOR BELOW SLAB -ON -GRADE <br />VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER CALL -OUTS NOT SHOWN ON "S"-DWG. <br />D D IDD <br />D D <br />z <br />J <br />D <br />D D <br />0- <br />SECTIONS & DETAILS FOR CLARITY. <br />8. C.I.P. REINFFORCED CONCRETE AT EXISTING WELL HEAD. <br />LAYER OF #57 STONE <br />oo <br />Uj <br />9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. <br />(COMPACTED) [TYP.] <br />6 - SECTION <br />- TYP. <br />E.O. FUTURE <br />TANK HOUSEKEEPING PAD <br />S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = 1'-0" <br />GROUT & NEOPRENE GASKET <br />ASSEMBLY (REF. MECH. DWG's) i PIPE <br />CAULK & SEAL (CONT.) <br />VERT. <br />CHAMFER <br />CASING &WELL HEAD ASSEMBLY <br />CONT. CHAMFER <br />8" "SPLITFACE" CMU WALL <br />(TYP. EA. <br />CORNER) <br />(TYP. ALL AROUND) <br />(REF. PLAN) <br />I <br />#5 DOWELS EQ. SPA. @ 6" O.C. <br />- <br />[REF. TS2 FOR WALL REINF.] <br />° <br />(7 EA. FACE) <br />[TYP. EA. WALL] <br />T.O. CONIC. <br />#5 DOWELS w/ STD. 90' HOOKS <br />a, <br />I <br />° <br />a ° <br />WELL CASING (24"0 (MAX.)) <br />EL 2'-0" (149.50') <br />SPA. @ 6" O.C. <br />[REF. MECH. DWG's] <br />REF. PLAN & TS2 FOR <br />3" CLR. <br />° <br />#5 TIES SPA. 6" O.C. <br />0 <br />I <br />--- <br />- <br />- <br />----� <br />CASING & WELL HEAD ASSEMBLY <br />GRAVEL REQ's (TYP.) <br />(TYP.) <br />(INSTALL IN FTG. AS SHOWN) <br />K, <br />[REF. DETAIL 10.S2] <br />" <br />------ <br />#5 "PERIMETER" TIES <br />CMU WALL FTG. <br />SPA. @ 6" O.C. <br />° <br />(REF. 7.S2 FOR REINF. (T&B)] <br />° <br />° <br />[TYP. EA. WALL FTG.] <br />° <br />#5 "CORNER" TIES <br />SPA. @ 6" O.C. <br />p <br />.... <br />(2) #5 BARS EA. SIDE OF <br />3" CLR. <br />(135' BAR BEND EA. END) <br />° <br />WELL CASING (EQ. SPA.) <br />Q a <br />[T&B] <br />" <br />(TYP.) <br />V-9„ <br />1,-9„ <br />E.O. WALL FTG. BEYOND <br />WELL <br />CASING ASSEMBLY <br />3'-6" <br />(TYP.) (REF. <br />MECH. DWG's) <br />9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CONC. 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES <br />SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = V-0" <br />REV.NO. DESCRIPTIONS DATE <br />REVISIONS <br />WILLIAM F. BAND, P.E. <br />No. 67838 <br />SEAL <br />v <br />v MCKM&C-REED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, Florida 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www.mckimcreed.com <br />4 <br />3" CLR. <br />7 - SECTION - THRU SCREEN WALL FTG. <br />SCALE: 3/4" = 1'-O" <br />U 46 <br />CITY OF ZEPHYRHILLS <br />8" CMU REINF. w/ #4 BARS <br />SPA. ® 2'-0" O.C. <br />(GROUT FILL CELLS w/ REINF.) <br />ALTERNATE HOOK DIR. <br />EVERY OTHER DWL. <br />#4 BARS SPA. ® 1'-4" O.C. <br />T.O. CONC. SLAB <br />EL VARIES x <br />(REF. PLAN) <br />M44 <br />VERT. WALL REINF. & DWL.'s CTR'D IN WALL <br />(SHOWN OFFSET FOR CLARITY) <br />#4 DOWEL w/ STD. 90' HOOK, <br />SPA. @ 2'-0" O.C., SPLICE <br />2'-0" (MIN.) <br />2"-0" <br />00 (SPLICE LENGTH) J <br />[TYP.] <br />INTR. SLAB -ON -GRADE w <br />(REF. PLAN)of <br />4 ^ <br />oa as a 0 <br />LAYER OF #57 STONE <br />(COMPACTED) [TYP.] <br />SIDE SLOPE (TYP. N.S. & F.S.) <br />(3) CONT. #5 BARS <br />(EQ. SPA.) <br />3 -SECTION -INTR. WALL FTG. <br />SCALE: 1 /2" = V-0" <br />SLAB -ON -GRADE ENTRY PAD <br />(REF. PLAN) [TYP.] <br />SL. <br />(NOT SHOWN FOR CLARITY) <br />[REF. PLAN] <br />21 <br />iL) <br />W.W.F. REINF. ® MID -DEPTH 3" CLR. <br />OF SLAB (TYP.) 8 <br />LAYER OF #57 STONE <br />(COMPACTED) <br />CONT. CHAMFER <br />(TYP. ® E.O. SLAB NOT ADJACENT <br />TO P.S. SLAB OR SCREEN WALL) <br />10� <br />o' <br />-J <br />M <br />(2) CONT. #4 BARS <br />(WRAP W.W.F. AROUND NOSING <br />BAR & TIE TO BTM. BAR) <br />5 - SECTION - TYP. E.O. ENTRY PAD THK'D T/D <br />SCALE: 1 /2" = V-0" <br />440 (TYP.) <br />2" CLR. (TYP.) <br />E.O. SLAB NOTES: <br />1'-7" (SPLICE LENGTH) 1. PLACE EXTRA BARS OF THE SAME SIZE AS <br />[TYP,] THE INTERRUPTED BARS AT EACH SIDE OF <br />OPENINGS. QUANTITY OF EXTRA BARS AT <br />EACH SIDE SHALL EQUAL HALF THE <br />QUANTITY OF INTERRUPTED BARS, EXCEPT <br />REF. NOTES 1, 4 & 5 WHERE NOTED OTHERWISE. PROVIDE ONE <br />(TYP.) DIAGONAL BAR EACH SIDE OF OPENING, <br />SIZE TO BE EQUAL TO MAIN REINFORCING. <br />- OPNG. (TYP. EA. FACE). <br />2. 0 SYMBOL = BAR DIAMETERS. <br />REF. NOTE 3 3. WHERE BAR IS INTERRUPTED BY A CONC. <br />E.O. SLAB (TYP.) EDGE BEND BAR PARALLEL TO THE <br />SLAB EDGE & PROVIDE BAR LEG LENGTH <br />AS SHOWN. <br />4. SPACE THE ADD'L BARS ® j THE REQ'D <br />PRIMARY SLAB REINF. BAR SPACING. <br />NOT SHOWN FOR 5. DIMENSIONS SHOWN FOR BAR LENGTHS ARE <br />CLARITY , <br />TYP. FOR ALL ADD L STRAIGHT &DIAGONAL <br />OPNG. BARS AROUND THE OPNG. <br />8 - DETAIL - ADD'L SLAB REINF. AROUND PIPE SLEEVE <br />SCALE: 3/8" = 1'-0" <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />WELLHOUSE FOUNDATION PLAN, <br />SECTIONS AND DETAILS <br />DATE: <br />JANUARY 2012 <br />MCE PROJ. <br /># 4584-0003 <br />DRAWN <br />WFB <br />DESIGNED <br />WFB <br />CHECKED <br />WFB <br />PROJ. MGR. <br />MSL <br />SCALE <br />HORIZONTAL: <br />AS NOTED <br />VERTICAL: <br />NA <br />G NUM <br />S2 <br />STATUS: REVISION <br />ISSUE FOR BID <br />(N <br />