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171 <br />0 <br />z <br />0 <br />L) <br />0 <br />1�1 <br />0 <br />00 <br />- I <br />C-4 <br />N <br />0) <br />0 <br />7: <br />Q <br />Ld <br />Uf <br />0 <br />0 <br />171 <br />2 <br />0 <br />z <br />00 <br />00 <br />- I <br />0 <br />9 <br />INE: <br />I z 0- <br />0 0 <br />Ln <br />F- <br />00 L__j <br />26'-8" (0/0 CONIC.), lot-81t <br />(0/0 CMU) <br />4'-0" (REF. ARCH. DWG's) 41-0s' 63-819 <br />E.O. C.I.P. REINF. CONIC. FTG. 8" "SPLITFACE" CMU REINF. w/ <br />8" SLAB -ON -GRADE REINF. w/ 49-801 (TYIP.) #4 BARS @ SPA. 4'-0" O.C. <br />#4 BARS SPA. 0 8" O.C. EA. WAY WELL--__--�5 (GROUT FILL CELLS w/ REINF.) <br />(0 MID -DEPTH OF SLAB) TS2 9.S2 4)-501 OLT.O. CONC. FTG. <br />2.S2 [REF. NOTES 1, 3, 5 & 7] 'f EL -0'-8" (146.83) <br />(TYP.) <br />117- SLAB REINF. w/ 90* HOOK @ <br />THK'D T/D (TIE TO BTM. REINF.) <br />REF. NOTE 8 [TYP. EA. END] <br />LO <br />mew-;_ - - - - - - - - - - - - - - - - - - - - - -- <br />OILT.O. CONC. PAD (L.P.) D T.O. CONIC. SLAB <br />f Tdq" <br />PIPE SLEEVE C14 `(EL 0'-0" (147.50') <br />EL -0'-04" (147.46') V) WELL bou <br />.1 [REF. PLAN] <br />CD 0 & <br />8.S2 1 0 <br />T.O. CONIC. SLAB 17_1L 01 <br />EL 0'-0" (147.50') 4T.O. CONC. PAD (H.P. <br />TYP. U I N.O.] `r EL 0'- 0" (1147.501 F <br />WALL <br />VERT. WALL REINF. & DWL.'s CTR'D IN WALL <br />(SHOWN OFFSET FOR CLARITY) <br />#4 DOWEL w/ STD. 90* HOOK, <br />SPA. 0 4'-0" O.C., SPLICE <br />2'-0" (MIN.) <br />20-011 <br />(SPLICE LENGTH) <br />Do -Z <br />< <br />_j <br />INTR. SLAB -ON -GRADE <br />0- <br />(REF. PLAN) <br />Ll� <br />A <br />0 <br />M2 04 <br />4� <br />1 11 A \--LAYER OF#57 STONE <br />S <br />10 (COMPACTED) <br />PIPE SLEEVE <br />CNIi (3 0 #4 "Z"-BARS SPA. 0 V-4" O.C. <br />z 3" CLR. <br />I L - - - - - 0 <br />- - - - - - - - - - - - - . . . . . . . . . . . . . . . . (TYP.) 0 (TYP.) (2) CONT. #5 BARS <br />1 0 __1 (EQ. SPA.) <br />T.O. CONIC. PAD (L.P.) 0 <br />- --- - - - - - - - - - - --- - - - - - EL -C-01" (147.46') <br />co <br />3.S2 T 0. 1 2 SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D <br />OIL T. 0. CONIC. PAD (L.P.) <br />'-r E L - 0'- 1 " (1147.42') C-4 <br />[)F7 -0 C-4 SCALE: 1/2" = V-0" <br />8" CMU WALL (TYP. U.N.O.) <br />REF. NOTE 6 <br />OL T.O. CONC. PAD <br />'-r EL 0'- 4" (147.83') 4.S2 T.O. CONC. PAD (H.P.) <br />EL 0'-0" (147.50') <br />L I - - - - - - - - - - - - <br />F_ <br />_j <br />V) <br />L_F - - - - -- - - <br />5.S2 (TYP.) <br />T T.O. CONIC. PAD (L.P.) <br />EL -0'-0j" (147.45') <br />91-8$$ a 1- 6'0 <br />26'-8" (0/0 CONC.) <br />171 <br />C14 <br />V) <br />C-� <br />40 Aoonoo"� <br />1 - PLAN - PUMP STATION FOUNDATION <br />SCALE: 1/4" = V-0" <br />FOUNDATION PLAN NOTES: NORTH <br />mm <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 />6" SLAB -ON -GRADE REINF. <br />w/ 6x6-W2.9xW2.9 W.W.F. @ <br />MID -DEPTH OF SLAB (TYP.) <br />FREF. NOTES 1, 2 & 31 <br />WALL <br />P.S. EXTR. CMU WALL <br />(pp-wwn) <br />WALL <br />VERT. WALL REINF. & DWL.'s CTR'D IN WALL <br />b <br />8" CMU REINF. w/ #4 BARS (SHOWN OFFSET FOR CLARITY) <br />SPA. 0 2'-0" O.C. <br />(GROUT FILL CELLS w/ REINF.) <br />#4 DOWEL w/ STD. 90* HOOK, <br />J.- SPA. @ 2'-0" O.C., SPLICE <br />2'-0" (MIN.) <br />ALTERNATE HOOK DIR 2'-Opt <br />EVERY OTHER DWL. 00 z <br />(SPLICE LENGTH) < <br />#4 BARS SPA. 0 V-4" O.C. [TYPj _j <br />T.O. CONIC. SLAB <br />(REF. <br />PLAN) <br />LIJ <br />EL 0'-0" (147.50') <br />[REF. PLAN] <br />4 <br />rD <br />4 <br />2 <br />0 <br />LAYER OF #57 <br />(COMPACTED) <br />STONE <br />[TYP.] <br />v-0" 1'-o" <br />SIDE SLOPE <br />(TYP. <br />N. S. & F. S.) <br />2'- 0- <br />(3) CONT. #5 <br />BARS <br />(EQ. SPA.) <br />3 - SECTION - <br />INTR. WALL FTG. <br />SCALE: 1/2" = V-0" <br />il.­�16 <br />EXTR. GRADE 4" THK. EXP. JT. MATL <br />(FULL WIDTH OF ENTRY PAD) [TYP.] <br />SLAB -ON -GRADE ENTRY PAD <br />#4 "STRAIGHT" BAR DWL's 2'-0" LONG & <br />(REF. PLAN) [TYP.] SPA. @ V-0" O.C. (EMBED 1'-0" IN SLAB) - <br />00 z <br />[GREASE ENTRY PAD E.O. BAR] < <br />SL. _j <br />(NOT SH_ �y) INTR. SLAB -ON -GRADE 0- <br />OWN FOR CLARITY) <br />ILL <br />[REF. PLAN] (REF. PLAN) Li <br />T.O. CONC. SLAB Of <br />'Y EL VARIES X--�sX-X-X-X_ <br />(REF. PLAN) 0 oil <br />0 <br />LAYER OF #57 STONE <br />(COMPACTED) LAYER OF #57STONE <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 THKD T/D / ENTRY PAD <br />SCALE: 1/2" = 1'-0" <br />#4 DOWELS <br />w/ STD. 90' HOOK <br />1. <br />REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S <br />SPA. <br />0 2'-0" O.C. <br />SLAB -ON -GRADE T.O. CONIC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. <br />(ALTERNATE HOOK DIR. <br />EVERY <br />OTHER BAR) <br />REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION. <br />CONT. CHAMFER @ PERIMETER OF <br />'r <br />#4 BARS SPA. 0 10" O.C. EA. WAY <br />[SPLICE 2'-0" (MIN.) <br />w/ <br />WALL REINF.] <br />2. <br />GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (±) REFERENCE CIVIL DRAWINGS <br />,D <br />(3) OPEN SIDES OF PAD <br />@ MID -DEPTH OF THE PAD <br />FOR ADDITIONAL INFORMATION. <br />(TYP. EA. PAD) <br />j4T.O. STONE <br />3. <br />PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT <br />#3 DOWELS wl STD. 90' HOOK <br />1"EL -0'-l" (147.42') <br />[N.S.] <br />GEOTECHNICAL REPORT. <br />INTR. SLAB -ON -GRADE <br />SPA. @ V-8" O.C. EA. WAY, <br />EL -0'-6" (147.00') <br />[F.S.] <br />4. <br />PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL, <br />(REF. PLAN) <br />ANCHOR TO SLAB wl HILTI <br />ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO <br />HY150 INJECTION ADHESIVE & <br />REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT <br />�,T.O. CONC. PAD <br />'V <br />EMBED 2j" (MIN.) IN TO THE <br />-LT.O. CONIC. FTG. <br />EITHER SHOWN OR NOT SHOWN. <br />EL 0'- 4" (147.83') <br />SLAB -ON -GRADE <br />7EL -0'-8" (146.83') <br />5. <br />REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF <br />[REF. PLAN] <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 />< <br />ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED BY OTHERS. <br />EL 0'- 0" (147.50') <br />1 2 <br />REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. <br />[REF. PLAN] <br />4 <br />7. <br />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 />1.) <br />ID ID <br />z <br />_j <br />00111111 <br />EN <br />Ll <br />8" "SPLITFACE" CMU WALL <br />REINF. w/ #4 BARS SPA. @ 2'-0" O.C. <br />GROUT FILL ALL REINF. CELLS <br />(FULL WALL HT.) <br />(5) CONT. #4 BARS EQ. SPACED <br />(T&B) <br />#4 BARS SPA. @ 8" O.C. <br />(T&B) <br />4A <br />OC, L)E_I/-%IL,) FUr% kwLMRI1 1. ILL 3" CLR. <br />8. C.I.P. REINIFFORCED CONCRETE AT EXISTING WELL HEAD. W <br />9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. LAYER OF #57 STONE CO (TYP.) 4f-O" <br />(COMPACTED) [TYP.] <br />6 - SECTION - TYP. E.O. FUTURE TANK HOUSEKEEPING PAD 7 - SECTION - THRU SCREEN WALL FTG. <br />S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = V-0- SCALE: 3/4" = V-0" <br />UKUUI 6C INILU�'NLINIL <br />ASSEMBLY (REF. MECH. <br />GASKET <br />DWG's) <br />PIPE CAULK & SEAL (CONT.) <br />J" VERT. CHAMFER <br />CASING & WELL HEAD ASSEMBLY <br />CONT. J" CHAMFER <br />8" "SPLITFACE" CMU WALL (TYP. EA. CORNER) <br />(TYP. ALL AROUND) <br />(REF. PLAN) <br />#5 DOWELS EQ. SPA. @ 6 0. C. <br />[REF. TS2 FOR WALL REINF.] <br />(7 EA. FACE) <br />[TYP. EA. WALL] <br />,-�T.O. CONC. <br />'I'EL <br />#5 D OWELS w/ STD. 90' HOOKS <br />0) <br />4 < <br />-WELL CASING (24' -0 (MAX.)) <br />2'-0" (149.50f) <br />SPA. @ 6 " 0. C. <br />REF. MECH. DWG s <br />REF. PLAN & TS2 FOR <br />3" CLR. <br />#5 TIES SPA. @ 6 " 0. C. <br />CASING & WELL HEAD ASSEMBLY <br />GRAVEL REQ's (TYP-) <br />(TYP.) <br />(INSTALL IN FTG. AS SHOWN) <br />[REF. DETAIL 10.S2] <br />#5 "PERIMETER" TIES <br />CMU WALL FTG. <br />SPA. @ 6" O.C. <br />(REF. 7.S2 FOR REINF. (T&B)l <br />[TYP. EA, WALL FTG.] <br />#5 "CORNER" TIES <br />SPA. @ 6" O.C. <br />(2) #5 BARS EA. SIDE OF <br />�T <br />(135- BAR BEND EA. END) <br />_j <br />WELL CASING (EQ. SPA.) <br />3 CLR. <br />FT&B1 <br />(TYP.) <br />1 19-990 <br />r <br />E.O. WALL FTG. BE) 01- WELL CASING ASSEMBLY 39- 6" <br />(TYP.) (REF. MECH. DWG's) <br />9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CON 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES <br />SCALE: 1/2" = 1$-O$s SCALE: 1/2" = ls-019 <br />REV.NO., DESCRIP'nONS DATE <br />IQ REVISIONS <br />SEAL) <br />v <br />WILLIAM F. BAND, P,E. <br />No, 15/838 1 <br />MCKW&CRIED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, Florida 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www. m ckim creed. com <br />7 <br />w <br />_j <br />U M <br />SLAB -ON -GRADE ENTRY PAD <br />(REF. PLAN) [TYP.] <br />SL. <br />(NOT SHOWN FOR CLARITY) <br />[REF. PLAN] <br />T.O. CONIC. SLAB <br />EL VARIES <br />(REF. PLAN) <br />2L <br />CONT. J" CHAMFER <br />(TYP. 0 E.O. SLAB NOT ADJACENT <br />TO P.S. SLAB OR SCREEN WALL) <br />0 <br />1_�, <br />_j <br />W.W.F. REINF. 0 MID -DEPTH 3" CLR. L\ <br />OFSLAB <br />(TYP.) 8 2) CONT. #4 BARS <br />LAYER OF #57 STONE (WRAP W.W.F. AROUND NOSING <br />(COMPACTED) 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 />E.O. SLAB 2" CLR. (TYP.) N OTES: <br />V-7" (SPLICE LENGTH) 1. PLACE EXTRA BARS OF THE SAME SIZE AS <br />[TYPj THE INTERRUPTED BARS AT EACH SIDE OF <br />OPENINGS. QUANTITY OF EXTRA BARS AT <br />EACH SIDE SHALL EQUAL HALF THE <br />REF. NOTES 1, 4 & 5 QUANTITY OF INTERRUPTED BARS, EXCEPT <br />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 CONIC. <br />E.O. SLAB (TYP.) EDGE BEND BAR PARALLEL TO THE <br />SLAB EDGE & PROVIDE BAR LEG LENGTH <br />AS SHOWN. <br />PRIMARY SLAB REINF.-IX 4. SPACE THE ADDI BARS 0 j THE REQ'D <br />NOT SHOWN FOR BAR SPACING. <br />CLARITY 5. DIMENSIONS SHOWN I FOR BARLENGTHIS ARE <br />v I Tt-. FOR ALL ADD L STRAIGHT DIAGONAL <br />OPNG. BARS AROUND THE OPNG. <br />8 - DETAIL - ADD'L SLAB REINF. AROUND PIPE SLEEVE <br />SCALE: 3/81, = V-0tv <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />WELLHOUSE FOUNDATION PLAN, <br />SECTIONS AND DETAILS <br />F, <br />DATE: <br />JANUARY 2012 <br />MCE PROJ. # <br />4584-0003 <br />DRAWN <br />WFB <br />DESIGNED <br />WFB <br />CHECKED <br />WFB <br />ROJ. MGR. <br />MSL <br />SCALE <br />HORIZONTAL: <br />AS NOTED <br />VERTICAL: <br />NA <br />S2 <br />'STATUS: REVISION <br />ISSUE FOR BID <br />