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,)a'_sg" fn /n rnmr, ) -r -» c 2 c c c a c I C, C u (0/0 CMU) 4'-0" (REF. ARCH. DWG's) 4'-0" 6'-8" Of Q 8" SLAB -ON -GRADE REINF. w/ E.O. C.I.P. REINF. (TYP,) CONC. FTG. 2'-0" 4'-8" li #4 BARS SPA. ® 8" O.C. EA. WAY WELL v (COD MID -DEPTH OF SLAB) 7.S2 » 4'-5 T.O. CONC. FTG. 2.S2 [REF. NOTES 1, 3, 5 & 7] 9S2 EL -0'-8" (146.83') I -- -- ---- cV REF. NOTE 8 LO N _ _ - - - - - ----------------, PIPE SLEEVE I T.O. CONC. PAD (L.P.) EL-O'-0j" (147.46') �� I cNn WELL _ oo -, c> ,� ° I .. .. �j I I 8.S2 I r T.O. CONC. SLAB I I O o EL 0'-0" (147.50') [TYP. U.N.O.] T.O. CONC. PAD H.P. EL 0'-0" (147.50') I f •7 ^ z I S\ LI- I PIPE SLEEVE LN -S-2 . .Z 00 ---------------F----------------J (TYP.) T.O. CONC. PAD (L.P.) O\ o -- - - - - - - - --------------- - EL-O'-0j" (147.46') 3.S2 00 N T.O. CONC. PAD L.P. N co .. _� I I EL -0'-1" (147.42') o I 8" CMU WALL (TYP. U.N.O.) 00 I ICD o REF. NOTE 6 I I I I E.O. C.I.P. REINF. CONC. T.O. CONC. PAD SLAB -ON -GRADE THK'D T/D EL 0'-4" (147.83') I 4.S2 T.O. CONC. PAD H.P. ((TYP,) lv"lg & O/F CMU WALL ABOVE L EL 0'-0" (147.50') ( -- -------- - - --(TYP.) --------- - - - --� 1 2.S2 _ E.O. C.I.P. REINF. CONC. 00 `-' L--�- ------ "ENTRY PAD" SLAB -ON -GRADE THK'D T/D (TYP. EA. ENTRY DOOR) 5.S2 (TYP.) T.O. CONC. PAD (L.P.) 6" SLAB -ON -GRADE REINF. EL-0'-0j" (147.45') MID -DEPTH DEPTH OF SLAB (TYP.) 8'-6" 9'-8" 8'-6" NOTES 1, 2 & 3] .In[REF. 26'-8" (0/0 CONC.) 6'-O" 1 - PLAN - PUMP STATION FOUNDATION SCALE: 1 /4" = 1'-0" FOUNDATION PLAN NOTES. NORTH 1. REFERENCE ELEVATION FOR THE PUMP STATION FACILITY IS THE FACILITY'S SLAB -ON -GRADE T.O. CONC. EL 0'-0" = EL 147'-6" (147.50') N.G.V.D.-29. CONT." CHAMFER ®PERIMETER OF REFERENCE CIVIL DWGS. FOR ADDITIONAL INFORMATION. 2. GRADE ELEVATION AROUND THIS STRUCTURE IS 147.00' (f) REFERENCE CIVIL DRAWINGS (3) OPEN SIDES OF PAD FOR ADDITIONAL INFORMATION. (TYP. EA. PAD) 3. PREPARE SUBGRADE FOR THIS FACILITY PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. INTR. SLAB -ON -GRADE 4. PIPE & EQUIPMENT LAYOUTS ARE SHOWN FOR GENERAL INFO ONLY. REFERENCE CIVIL, (REF. PLAN) ELECTRICAL, MECHANICAL & EQUIPMENT VENDOR DRAWINGS FOR LOCATIONS & INFO REGARDING SLAB PENETRATIONS, OPENINGS, PIPING & MISCELLANEOUS EQUIPMENT L T.O. CONC. PAD EITHER SHOWN OR NOT SHOWN. Y EL 0'-4" (147.83') 5. REFERENCE EQUIPMENT VENDOR DRAWINGS FOR COORDINATION & INSTALLATION OF [REF. PLAN] ANCHORING EQUIPMENT TO THE P.S. FOUNDATION SLAB. 6 C I P REINFORCED CONCRETE SUPPORT SLAB/FOOTING FOR ANTENNA TOWER BOTH THE LT.O. CONC. SLAB #4 BARS SPA. ® 10" O.C. EA. WAY COD MID -DEPTH OF THE PAD #3 DOWELS w/ STD. 90' HOOK SPA. ® 1'-8" O.C. EA. WAY, ANCHOR TO SLAB w/ HILTI HY150 INJECTION ADHESIVE & EMBED 2j" (MIN.) IN TO THE SLAB -ON -GRADE ANTENNA TOWER & THE SUPPORT SLAB/FOOTING TO BE DESIGNED BY OTHERS. Y EL 0'-0" (147.50') REFERENCE THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. [REF. PLAN] a ° 7. REFERENCE ARCH. DWG's & PROJECT SPECIFICATIONS FOR BELOW SLAB -ON -GRADE VAPOR BARRIER REQUIREMENTS. VAPOR BARRIER CALL NOT SHOWN ON "S"-DWG. D D D D D D C''° z -OUTS �� t" n a SECTIONS & DETAILS FOR CLARITY. 8. C.I.P. REINFFORCED CONCRETE AT EXISTING WELL HEAD. L` LAYER OF #57 STONE 00 9. REFERENCE DWG. S1 FOR GENERAL NOTES & DESIGN CRITERIA. COMPACTED TYP ( ) [ .] 6 - SECTION - TYP. E.O. FUTURE TANK HOUSEKEEPING PAD S.S. Vs, ANCHOR BOLTS, PIPE & WELL HEAD ASSEMBLY SCALE: 1/2" = 1'-0" GROUT & NEOPRENE GASKET CASING & WELL HEAD ASSEMBLY ASSEMBLY (REF. MECH. DWG's) CE PW"_8" CAULK & SEAL (CONT.) r � VERT. CHAMFER ;» ^I 1 A.Irr!'1 _� I "SPLITFACE" CMU WALL (TYP. EA. CORNER) � WALL � WALL VERT. WALL REINF. & DWL.'s CTR'D IN WALL VERT. WALL REINF. & DWL.'s CTR'D IN WALL CMU REINF. w/ #4 BARS 8" (SHOWN OFFSET FOR CLARITY) 8" "SPLITFACE" CMU REINF. w/ ;i; (SHOWN OFFSET FOR CLARITY) SPA. ®2'-0" O.C. #4 BARS 0 SPA. 4'-0" O.C. '.: (GROUT FILL CELLS w/ REINF.) #4 DOWEL w/ STD. 90' HOOK, (GROUT FILL CELLS w/ RELNF.) #4 DOWEL w/ STD. 90' HOOK, SPA. ® 4'-0" O.C., SPLICE SPA. ®2'-0" O.C., SPLICE 2 2'-0" (MIN.) '-0" (MIN.) ALTERNATE HOOK DIR. _ SLAB REINF. w/ 90' HOOK ® 2s-Ovv^ EVERY OTHER DWL. 2'-0" ao z THK'D T/D (TIE TO BTM. REINF.)';. z (SPLICE LENGTH) a [TYP. EA. END] (SPLICE LENGTH) a #4 BARS SPA. ® 1'-4' O.C. [TYP.] a.. INTR. SLAB -ON -GRADE INTR. SLAB -ON -GRADE w (REF. PLAN) T.O. CONC. SLAB T.O. CONC. SLAB (REF. PLAN) EL 0'-0" (147.50') ° . a PLAN] [REF [REF. PLAN] _ . ° a �� ° a a b ° O O 2 1 LAYER OF #57 STONE �R LAYER OF #57 STONE (COMPACTED) G (COMPACTED) [TYP.] #4 "Z"-BARS SPA. ® V-4" O.C. SIDE SLOPE (TYP. N.S. & F.S.) 3 CLR. ... (TYP.) 1 f-O" (2) CONT. #5 BARS 2'_O" (CONT. #5 BARS (EQ. SPA.) (EE Q. SPA.) 2 - SECTION - TYP. EXTR. WALL E.O. SLAB THK'D T/D 3 - SECTION - INTR. WALL FTG. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" WALL P.S. EXTR. CMU WALL EXTR. GRADE 4" THK. EXP. JT. MAT'L (BEYOND) (FULL WIDTH OF ENTRY PAD) [TYP.] SLAB -ON -GRADE ENTRY PAD SLAB -ON -GRADE ENTRY PAD #4 "STRAIGHT" BAR DWL's 2'-0" LONG & (REF. PLAN) [TYP.] (REF. PLAN) [TYP.] SPA. ®1 -0 O.C. (EMBED 1 -0 IN SLAB) 00 CONT. 0" CHAMFER �, ^ (TYP. ®E.O. SLAB NOT ADJACENT SL. `"I [GREASE ENTRY PAD E.O. BAR] J Ste' TO P.S. SLAB OR SCREEN WALL) (NOT SHOWN FOR CLARITY) INTR. SLAB -ON -GRADE a (NOT SHOWN FOR CLARITY) [REF. PLAN] (REF. PLAN) T.O. CONC. SLAB [REF. PLAN] T.O. CONC. SLAB H v EL VARIES EL VARIES z-t�7X-x-x-z-x, ° (REF. PLAN) `O ° X o (REF. PLAN ) I D7 °. a 4 /\(\ n M° M n r 21 � I LAYER OF #57 STONE i� (COMPACTED) LAYER OF #57 STONE WW.F. REINF. COD MID -DEPTH 3" CLR. (COMPACTED) OF SLAB (TYP) �� (2) CONT. #4 BARS REF. SECTION 5.S2 FOR LAYER OF #57 STONE 8 (WRAP W.W.F. AROUND NOSING ADD'L SLAB -ON -GRADE P.S. SLAB -ON -GRADE THK'D T/D (COMPACTED) BAR &TIE TO BTM. BAR) ENTRY PAD INFO (REF. SECTION 2.S2) 4 - SECTION - TYP. E.O. SLAB THK'D T/D / ENTRY PAD 5 - SECTION - TYP. E.O. ENTRY PAD THK'D T/D SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O" #4 DOWELS w/ STD. 90' HOOK 8" "SPLITFACE" CMU WALL SPA. ® 2'-0" O.C. REINF. w/ #4 BARS SPA. CAD 2'-0" O.C. (ALTERNATE HOOK DIR. EVERY OTHER BAR) GROUT FILL ALL REINF. CELLS [SPLICE 2'-0" (MIN.) w/ WALL REINF] (FULL WALL HT.) T.O. STONE (5) CONT. #4 BARS EQ. SPACED EL -0'-1" (147.42') [N.S.] (T&B) EL -0'-6" (147.00') [F.S.] #4 BARS SPA. 0 8" O.C. (T&B) T.O. CONC. FTG. EL -0'-8" (146.83') [REF. PLAN] • a • a. ---- a a . _ • a • 3" CLR. j .. (TYP.) 4'-0" viv i. 4 �.nr�mr�R °\i (REF. PLAN) I #5 DOWELS EQ. SPA. ®6" O.C. (TYP. ALL AROUND) _ [REF. 7.S2 FOR WALL REiNF.] (7 EA. FACE) [TYP. EA. WALL] ------- / �r tea\ WELL CASING (24"0 (MAX.))T.O. CONC. - - --- #5 DOWELS w/ STD. 90' HOOKS °' 4 EL 2'-0" (149.50') SPA. CAD 6" O.C. ; [REF. MECH. DWG's] -� #5 TIES SPA. 06" O.C. CASING &WELL HEAD ASSEMBLY REF. PLAN & 7.S2 FOR 3 CLR. a INSTALL IN FTG. AS SHOWN) I t GRAVEL REQ s (TYP.) (TYP.) ( 'o [REF. DETAIL 10.S21 /' "PERIMETER" TIES CMU WALL FTG. SPA. ®6" O.C. (REF. 7.S2 FOR REINF. (T&B)] ° [TYP EA WALL FTG ] #5 CORNER TIES 4 SPA. ® 6" O.C. (2) #5 BARS EA. SIDE OF 3" CLR. (135- BAR BEND EA. END) WELL CASING (EQ. SPA.) v ^ [T&B] (TYP.) E.O. WALL FTG. BEYOND -/+- WELL CASING ASSEMBLY M v 3'-6" (TYP.) (REF. MECH. DWG's) 9 - SECTION - THRU SCREEN WALL / FTG. & WELL HEAD CONC. 10 - DETAIL - WELL HEAD / WALL FTG. HORZ. REINF. TIES SCALE: 1/2" = 1'-0" 1 SCALE: 1/2" = 1'-0" l� �EAL WILLIAM F. BAND, P.E. No. 67838 v v McM&CMED 3802 Ehrlich Road, Suite 306 Tampa, Florida 33624 Phone: (813)549-3740, Fax: (813)549-3744 EB0006691 www.mckimcreed.com 7 - SECTION - THRU SCREEN WALL FTG. SCALE: 3/4" = 1'-0" CITY OF ZEPHYRHILLS 440 (TYP.) 2" CLR. (TYP.) E.O. SLAB SPLICE LENGTH NOTES: V-7" ( ) 1. PLACE EXTRA BARS OF THE SAME SIZE AS [TYP.] THE INTERRUPTED BARS AT EACH SIDE OF OPENINGS. QUANTITY OF EXTRA BARS AT EACH SIDE SHALL EQUAL HALF THE QUANTITY OF INTERRUPTED BARS, EXCEPT REF. NOTES 1, 4 & 5 WHERE NOTED OTHERWISE. PROVIDE ONE (TYP.) DIAGONAL BAR EACH SIDE OF OPENING, oo SIZE TO BE EQUAL TO MAIN REINFORCING. - OPNG. (TYP. EA. FACE). 2. 0 SYMBOL = BAR DIAMETERS. REF. NOTE 3 3. WHERE BAR IS INTERRUPTED BY A CONC. E.O. SLAB (TYP,) EDGE BEND BAR PARALLEL TO THE SLAB EDGE & PROVIDE BAR LEG LENGTH AS SHOWN. PRIMARY SLAB REINF. 4. SPACE THE ADD'L BARS CAD j THE REQ'D NOT SHOWN FOR BAR SPACING. CLARITY 5. DIMENSIONS SHOWN FOR BAR LENGTHS ARE TYP. FOR ALL ADD'L STRAIGHT & DIAGONAL OPNG. BARS AROUND THE OPNG. 8 - DETAIL -ADD'L SLAB REINF. AROUND PIPE SLEEVE SCALE: 3/8" = 1'-0" PRODUCTION WELLS No. 11 AND No. 12 WELL SITE IMPROVEMENTS WELLHOUSE FOUNDATION PLAN, SECTIONS AND DETAILS DATE: JANUARY 2012 MCE PROJ. # 4584-0003 DRAWN WFB DESIGNED WFB CHECKED WFB PROD. MGR. MSL 1 SCALE HORIZONTAL: AS NOTED VERTICAL: NA S2 STATUS: REMSION ISSUE FOR BID