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HomeMy WebLinkAbout1975 - (#5) Well Field ExpansionTwp. 31 S R g e. 39 E 3 SEBASTIAN ommooA�I©oaa� ,�®mmm�mmmmmm Overall Site Plan -- 1 !' = 600' 1720 N HIGHLANDS WELL FIELD EXPANSION INDEX (I) Index & Site Plan (2) Water Plant, Exist. Well no. 1 & New Well no. 2 (3) Typical, Pump House (4) Typical Well Detail C GENERAL DEVELOPMENT UTILITIES, INC. 1111 South Bayshore Drive Miami, Florida z y ADDITION OF WELL NO.2 WELL FIELD EXPANSION SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY, FLORIDA m DATE DEC 1975 DESIGNED BY D. R A DRAWN BY 0. J . R . I OF 4 SCALE CHECKED BY TRACED BY H Q APPROVED BY: State of Florida Registered Engineer 1351-092 No. 17 4 811 '13'- 4 21-81I 811 NO.4 VERT. HOOK -OD INTO SLABS 8 TIE BM. TYP. EA. CORN. 8 EA. SIDE OF OPENINGS 2"-8" X 7'-4" FILL CELL W/CONC- LOUVERED VENTILATION - BLOCK W / INSECT SCREEN 2-6 2 6 _� (TYP.) -N - -- -- M _ 211 21I 04 _ — ° ° 1/2" STEEL BASE PLATE c� ° ° 3 /4 "P. V. C. TO T O P OF BOWLS FOR I'_0" ° ELECTRODE o r`I ° ° CABLES. CONC.SUPPORT (f) 0 ��, n - 0 0 0 SMITH 81 BLAIR FLG. ° -2 GALV. GRAVEL COUPLING ADAPTER N RECHARGE LINE W/CAP W/ANCHOR STUDS 0 o NO. 912- 00066306-100 0 _I N 0 0 2" 2" - 30 X 68 FLUSH MODEL 10 INST. ENDURE -A -DOOR WHITE W/D-28 - 2' 0" FRAME, DEAD BOLT, PASSAGE LATCH 00 81 ENDURE HINGES -' N ELECT. =00 AK III i" co LPG LPG - _I TANK TANK 2" CONC. SLAB FOR 2'-8'" 2-100 LB. L.P! GAS CYLINDERS AUX. NGINETO SERVE 8"] 4'-8" 6'-8 3"-4" 1"-4" 18 PLAN SCALE: 1/2 1'- 0" • 14' X 18'-4"-3 PLY ALUMINUM HONEYCOMB ENDURE' REMOVABLE ROOF W/4 LIFTING RINGS LIFTING RING (4 REQ.) o B"x 12"ABM. W/2#5 CONT. -� �2'A'2'k3/16'ALUMINUM ANGLE ATTACHED TO ROOF �J��TOR a BOTTOM 2#4 24"EA.COR. 1/2"ANCHOR BOLT (TYP). FOR ROOF REMOVAL # 3 TIES& 16"O.C. 24"r" 4I/2"' SUPPLIED W/'ROOF (TYP) / - ��BUTTERFLY VALVE AMARILLO RIGHT ANGLE PEERLESS NEMA DISCHARGE - " CENTER LINE 1'-4" OPENING I"ANCHOR BOLTS 1 1/4" ANCHOR BOLTS (4 REQ) (4 REQ.) _ 0 I` N 0.4 f:l I"" ANC OR BOLTS ( REQ) I I I I I I I I I NO. 4 AT I2" VERT.. 2" I'n 0. 4 EA. FACE n 1 I& I r% r% A r% r* nT r% 11^ 11r 1 1 rl A I DETAIL SCALE: I 1'- 0" 6' - 6'" ,. 31 II 3 - 6 -- -- - ---Q 2'-1 1'_5" 11- 511 1'- 7LO 11 ----a---- a *P- ^�-------� OI I co 00t 1 I I I d -c\j 0 CL I 1 I M 311 -5" 511 511 -011 0 11 511 31 I "-I 11 311 PUMP BASE DETAI L PLAN SCALE : I 1'-0" AUX. L.P GAS ENGINE- WISCONSIN MODEL GEAR DOUBLE DRIVE PUMP BASE OPEN LINE SHAFT - HANDLEVER OPERATOR MODEL NO. 20 MODEL: « - MODEL 2F1 I CENTRIC CLUTCH - TYPE AVL 7X 2 1/2 �- CLAYTON PRESSURE --- SPRING CONTROLLED SUST a CHECK VALVE �X 2'-0" STD. STL. FLANGED "And' AIR RELEASE MODEL 51 G 2 TO 75PS1. �aC.l. FLG. 450 BEND VALVE NO. 141 T - ,� „ _ — � WESTI NGHOUSE TE FC. _ !a"SPARLING MASTERFLO 4 X STD. STL. - i ELECTRIC MOTOR - VERT#4 FLG. CONC. RED. - SEE PLAN FOR METER w/ INDICATOR 4 Tart -E,R LOCATION = - - PRESSURE GAUGE — - - ---- SAMPLE COCK - --- _ =- } I _C.I P. FLG X P.E. (F. C.) 10 00 CO JCLLU �STD.STL CONC. SUPPORT °D "° �v CONC. TT 3 FLG. X P. E. _ �p SUPPORT — - GROUT �r I I ( o! / \ - I LEVELING NUTS ro GRADE EL. a b I - >— —o— ,` -- --- -- — — -_ `�.. - I c = _ _ � _ 4 0 _ �� 4 CONC. SLAB W/6 X 6 ' -� I L— �_..' 10/ 10 W W F' 2 X 12 _tTl II II � _it DROP SLAB N UFLG. W/35 T21 GALV. GRAVEL RECHARGE 0 GROUT ALL 10 ! FIN. FLOOR EL.TYPI#5 24 24 11 LINE EXTENDED 2' INTO 6CASING a AFTERAROUND L LEVELING PUMP 6„- HEAD. 3/4'PVC STRAPPED TO PUMP C.I. M.J. X M:J. COLUMN DOWN TO TOP OF 450 BEND C.I. BOWLS FOR ELECTRODE SECTION CABLE SCALE I/2 11=1 1-0 II 1/2 PREMOLDED EXP. I 1 JOINT MATERIAL ALL AROUND PUMP BASE DETAIL SECTION SCALE 1 1 '- 0 'LOOR ELEV. IJL rlAF_IVlvUt_DED EXP. JOINT ALL AROUND NOTES (1) LEVEL PUMP BASE a GROUT PRIOR TO ADJUSTING ALIGNMENT ON ELECTRIC a AUX. MOTOR. (2) BASE PLATE TO BE USED ONLY FOR LEVELING, NOT FOR HORIZONTAL ALIGNMENT. (3) MOTOR MOUNTING HOLES IN BASE PLATE SHOULD BE OVERSIZED IF NEEDED FOR HORIZONTAL ALIGNMENT - MAX. OVERSIZE = DIAMETER 4- 1/4 (4) IN THE EVENT OF A PUMP AND/OR MOTOR CHANGE, BASE PLATE SHALL BE RE - DRILLED TO NEW MOTOR MOUNT HOLES a RELEVELED (5) COUPLING BETWEEN ELECTRIC MOTOR a DOUBLE ANGLE GEAR DRIVE TO BE REMOVED WHEN USING AUX. ENGINE FOR POWER. %k �I GENERAL DEVELOPMENT UTILITIES, INC. 1111 South Bayshore Drive Miami, Florida o _ N -,.SE BAS. HIGH.WELL FIELD EXPANSION TYPICAL PUMP -HOUSE AND BASE DETAILS _ .SEBASTIA,N- IGHLANDS INDIAN-RIVERLINTY_-FLORIDA` DATE �D E C. 19 n DESIif D t6 D R A I DRAWN sr 0. J- R, m SCMA AS NOTED I cM6CItsD sY N�Aj TRAI D BY 30F4. 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TYPICAL WELL DETAIL SEBASTIAN HIGHLANDS, INDIAN RIVER COUNTY, FLORIDA Dire DEC 1975 DESIGNED BY D.R.A. DRAWN BY p. ,1. R 4 4 � SCALE CHECKED BY TRACED BY o BY: .:......1351-0922-72 2 'N' 1801I I'.is I I x Imlowly mity-IMINIM00 SHEET NO. aSITE / PIPING PLAN ECTIONS - DETAILS SECTIONS - DETAILS �����=BUILDINGS - DETAILS rf! PSI 2D.N7 ­4" (.I\I:I:I'�I\(, U�j 1W. MA\ FREDERZC SBURG, V2RGENEA 7 STA.,N.S-IBURY COURT -gyp:; = 786 NOTE: THIS DRAWING a ALL INFORMATION THEREON IS THE PROPERTY OF JOHN H. REID IN MAY NOT BE MADE PUBLIC OR COPIED & IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTEREST OF JOHN n. REID VIR 31 ■ me= TYP) (TIYP) (TYP) 0z -Lo 1-0 t o � o} L� N I -- LABORATORY BLOWER ROOM ELECTRICAL ROOM e4 0 co 48' - 7" J _j 31' - 4" �II .I 4t SCH. 40 B.S. P. AIR SUPPLY LINES - N TO BE CONC. ENCASED TO SEA. SIDE ,0 OF ROAD I �0 i lI_i N �� 1281 - 6i1 29'-911 20'-011 II 14'-6'1 14'-6" 20'-011 N I L, 411 SCH. 40B.S. AIRLINES TO 6 O DIFFUSERS (STOP AT EXTERIOR 3 °p ao ��--� WALL) I � N N 0 -U) - GRIT HOPPER 411SCH. 40 B.S. AIR LINE � INLET PORTS 611 SCH. 40 B.S. DRAIN LINE SLUDGE DUCT -- 48e - 0et 0 a� 0 t� N i ® UNDERFLOW BAFFLE <'> SCUM BAFFLE CHLORINE SOLUTION PUMP TO EJECTOR FISCHER a PORTER FLOW RECORDER 12::V" NOTCH WEIR PLATE 30'- 6tt 43' -6et 48' - 711 10-WIDE GRAVEL ROAD r SLUDGE EFFLUENT SLUDGE PUMP et W/ELECTRIC HOIST 3 SCH. 40 B.S. DIFFUSER ASSEMBLY I 7 6t1 SCH. 40 B.S. CHL, TANK DRAIN LINE — �1011 S.D.R. 35 PVC. EFFLUENT — N J 1I211 1211 L. 10 t—oet I. L T- T— EXISTING TREATMENT PLANT i CHLORINE I BUILDING --E 2 9' - 911 9 COMMINUTOR 3 BAR SCREEN DRAIN TRAY ------:,, EXTERIOR POLE MT'D. LIGHTING -- --- -- (TYP.) ( 1211 SCH. 40 B.S. INFLUENT FORCE MAIN a TIE IN BY OTHERS I" SCH. 80 PV.C. CHLORINE SOLUTION LINE I11 SCH. 80 PV.C. WATER LINE NWE: THWS DRAWING a ALL INFORMATION THEREON IS THE PROPERTY OF JOHN H. REID a MAY NOT. BE MADE PUBLIC OR COPIED a IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTEREST OF JOHN H. REID SCALE: 1/8" = If- 0" SITE / PIPING G°oc-S.F- I GENERAL GENERAL DEVELOPMENT CORD MAY1 0 By J. H. R. WASTEWATER TREATMENT PLANT Drawn By 0 R. J. Checked By SEBASTIAN, FLORIDA J.H.R. REID ENGINEERING COMPANY Sheet No. FREDERICKSBURG, VIRGINIA 22401 7 Stansbury Court 703 786-4378 of sheets 3 611 SCH, 40 B,S.P SCUM 7 2 LINE, SLOPE TO PIT 8" SUPPORT BEAM BY MIXCO --- -611 CLORINE TANK DRAIN W/GATE .VALVE I I 1 ` ,- I SCUM PIT +- SUBMERSIBLE SLUDGE PUMP BY MIXCO f-ELECTRIC WINCH . PIPE POLE MTD. CONTROL PANEL, MODEL 37, 3/8" FRONT TO FACE DIFFUSERS PIT DO 1_ 311SCH. 40 B.S. -_ SLUDGE EFFLU- ENT-------�- _ - 11 4 G.V. 1 ---- 311W.8.F t 1 VALVE1 EFFLUENT WEIR TROUGH ---------- --------------- ---- ---------------------- OUTLINE OF 21 ' CAT::'ALK ABOVE I SCUM 1 TROUGH --r- 8­ SUPPORT BEAM CLARIFIER (3 EA.) BY MIXCO SLOPE I i I i 3"SCH. 40 B. S. DIFFUSER ASSEMBLY � I I I LEVEL CON- * -- TROL WALL ' I I MTD. STAFF GAUGE 1 11 1 II ' I I 11 4-6 10-0 10-0 61 - 0 1 11 I 11 2-0 2-6 1 II 1 11 1 11 2-6 5-0 2-6 1 11 1 II " 2-6 5 -0 2', 6 1� " I it 2,6 3-6 1 I ' 1/4" STEEL DEFLECTOR PLATE N ---L-1-1- - - - -I� I 3" SCH. 40B.S. 4"SCH. 40 B.S. - SLUDGE- PIT AIRFTI� Fr I D1 T41H - - - - - - - -. - INTAKE PORTS BY OWNER (TYP OF 6) PLAN VIEW CLARIFIER a SLUDGE PIT 4 2 2 5 2 I/4" = 1 I -0 2 35.0 �� 33.5 I I INV. 32.25 32.0. I n h I 22.Oh Y I I 18.5,, Fm :`oil, - i REINFORCED PLATE STEEL TOP TO SLUDGE DUCT BY OWNER 1611x 36" - SLIDE GATE ,------------ --,----------, r-- ---� WHEEL ACTUATED ' 1 i o i I II I I I N I I I I 11 1 11 1 II 1 1 I 11 1 1 1 II 4 -0 I- 9-0 I- 9 -0 I-0 5 -6 I 1 21- 9`I I(fl CO-'- 9" 1 1211 21- 011 CATWALK SCUM BAFF 'IV" U LE 81 V J SUPPORT BEAMS NOTCH' WEIR 35.0 SKIMMER v 'I T6 32.0 H.W.L. - DEFLECTOR PLATE -- ��! 30.59 CHIMNEY -- WATER TROUGH BAFFLE 28-5 -00- SCUM LARIFIER -� iA, uiA ':. RETURN , LINE 2 4 1 RAKE , 25.5 25.5 PF --CHLORINE CONTACT 21 ------------------------- CHAMBER 2 '4(m2 CT� 19IGA. Q 57' - 8" 121 2411x 3611 SLIDE GATE WHEEL ACTUATED r� 1011 B.S. PIPE TACK WELD BOLTS TO FLANGE ` 1211 x 10" REDUCER DETAIL OF INTAKE PORT r 1 1/2" = 11- 01f 2 12'. CHANNEL TRACKS FOR REMOVABLE AIR DIFFUSER ASSEMBLY I SECTION THRU SCUM TROUGH 1 1/211 1 1 - 011 2' 35.0 6"x 31/2"X 1/4" L x I I- 011 .i W/2 - 1/2 x 6 STUDS N � � • III 1 1/2" N EFFLUENT WEIR z € SCUM BAFFLE II- 011 4 W.L. lo 32.0 _ n b BAFFLE, BRACKET, - - � a WEIR BY ? MIXCO z Uj Z _ O N d I 1/411 S T. 2 "x 1/4" BAR N PLATE CONT, W/I 2 x 4r STUDS AT 210.C. _G 2"x 211x 1/41L AT 41 0C. •I 6" SCH. 40 B.S. SCUM LINE a TO PIT, SLOPE 3'IIN LENGTH ' OF CLARIFIER 29.67 29.4 2 SECTION THRU EFFL. WEIR TROUGP 311 - 8•1 1 1/2 If = 1'- 0If 2'. 35.OAh 33.5h -' WALL MTD. SEALTRODE ---fir- LEVEL CONTROL 0 32.0 29.42 W/GATE4 VALVE AIR LINE a: �•, � 5 d Io 11 �o�E�. -• SCUM LINE FROM, eA, f`i SCUM TROUGH 1' e 4.� 311 SCH. 40 B.S. 22.0 20.5 " AIR DIFFUSER -� =' ASSEMBLY \ ale Y u 6'I SCH. 40 B.S. GRIT DRAIN A- I •Is 2'-011 51-011 W/GATE VALVE a EXT, HANDLE SECTION THRU SCUM PIT a GRIT HOPPER iot� 1/4" = 11- 011 2 SECTIONS Job N. - DETAILS G.D.C° S.F-1 Date GENERAL DEVELOPMENT CORP. MAY 1980 - Designed By SECTION THRU CHLORINE TANK CLARIFIER OXIDATION DITCH I WASTEWATER TREATMENT PLANT D�a R By /411 = I 1 OII 2 11 I 0. R.J. C e d By - SEBASTIAN, FLORIDA I J. H. R. k' Sheet No. REID ENGINEERING COMPANY 04pr peo I R -ri r-_ /V t NOTE:2 THIS DRAWING a ALL INFORMATION THEREON IS THE PROPERTY OF JOHN H. REID 81 FREDERICKSBURG, VIRGINIA 2240I MAY NOT BE MADE PUBLIC OR COPIED a IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTEREST OF JOHN H. REID 7 Stansbury Court 703 786-4378 of sheets (D Y 32.0 O10i1INTAKE PORT W/ W.B. VALVE 44 m I IsQ• P,QG��c�Il I �fzT 4 "'20 _ I � REINF STEEL TOP TO - -- - - - -- - - SLUDGE DUCT BY -0 I 4.� OWNER II o I I I I 25. 1 II 11 - I 1 DISCHARGE DUCTS o 22.0 _ �. .rn. I I , . of I I .,;,.•� ,•�� 21.0,t,- II-41 I.S. INTAKE ¢ (i sill :I i I i.` ' v' •' I �o.' �2- I. S. DISCHARGE ; I ANV PLAN -CHLORINE T 1/2 = 1-0 8' - 4" m 10' - 0" 11/4" ALUMINUM PIPE RAIL FISCHER a PORTER MODEL IOF1272 FLOW RECORDER 1102 AA20 FLOAT-,, ,'. •0 11- 8" x 4'-0" B.S. PLATE -° 3x3x1/4 L 10"PV.C. 1 = , , S.S. ANCHORS a BOLTS STILLING WELL tO i S.S. STRAPS a "a ANCHORS WEIR PLA ' 1 a MOUNT-7j-, -D ING PLATE' (SEE DETAILo :- _� 30.59 H 0, I ,_ N CD I II II I c0 � ,o � .•I , . , I�fl t I o N ', . D , p . -'�i` , •o a I" SCH. 80 PV.C. CHLORINE/ GROUT 5" THICK AT WEIR PLATE SOLUTION DIFFUSER. SLOPE TO 21/2"AT TANK TURN. 18-1/8" HOLES AT 11/2" O.C. SLOPE TO 0" AT TANK DRAIN END PLUG TEE a ELL BELOW DIFFUSER LINE 6'- 0" EXTEND AIR LINES TO 2 EA. LIGHTNIN DRAFT TUBE EXTERIOR WALL AND AERATORS MODEL 72Q7.5 PLUG BY MIXCO� L4'-'x 1/4" PLATE TOE BOARD - SECTION 2 1/2" = I' - 0" 3 ALUMINUM GRATING TOP DITCH WALLS 33.5 - - — i _ _ LIFTING � EYE c c H.W.L. 32.0 �- - -- I -.I •�.', ANTI -VORTEX BAFFLES ---- I I < �? ' (4 EA.) I I 6 -0 I 4" SCH. 40 B.S. PIPE --- i I BY MIXCO AIR LINE I I I I I I I I I I I 4" SCH. 40 B.S. AIR PIPE d'• i I I TO SPARGE RING I C4x 7.25 GUIDES 1 ---DRAFT TUBE BY MIXCO DRAFT TUBE SUPPORTS /CUT FROM W12 x !6.5 (4EA.) D4'- 0" DI AM. SLOPE FLOOR TO MAINTAIN CONSTANT CROSS SECTIONAL AREA 4'-6" DIAM. LD. 3. � vIl •. ,,p — — ,QI I �a Ll BOTTOM ELEV. 22.00L 10 �,'• ." �. •D •D . '` I � , C, -� Z I 'y �•, `,�'' ��_/ ..%- a •J - ,0 - •J . , J, . 0• D - J v , p p ? s0' REMOVABLE DIFFUSER � o ASSEMBLY) v) �+`.' I I:, J ---1/4"STEEL PLATE 8 I ,/ DISCHARGE DUCT 3 : b- ENCASED IN CONCRETE SECTION THRU AERATOR - DRAFT TUBE -DISCHARGE DUCT 6 1/2" = 1 ' - 0" 3 (2 PER ASSBLY.) I d, '' D = _ O O 11 I �r�� ' CV PLASTIC 7 REMOVABLE SCUM BAFFLE I" SCH. 80 PVC. PUMP 2:. 81/2 "x 2'-0" DITCH. TO CL2 BLDG. 2 L GUIDES W/STOP AT BOTTOM o . , S.S. ANCHORS . o _ rr O r, I FLEX. rr a r • 1 HOSE —�;; v d 1 .0 U PEABODY BARNES MODEL E202 SUBMERSIBLE PUMP SECTION 3 1/2" 1-0 3 SECTION 7 3 1/2 " = I' - 0" 3/4" MODEL 75 DIFFUSER BY POLLUTION CONTROL, INC. n W , 4" SCH. 40B.S. AIR SUPPLY x 3 x 1/2 L _C 4x7.25 6'-9' N.T.S. R'-11" FJTC 2'- 8 1/2" 2'- g" 4 I /2" I '- 11 1/2' � 4 1/2 4„ 2 O" 4„ 45 ° BEVEL 2"x 1/2"SLOT 1/4"ALUM. PLATE WE I R MOUNTING PLATE DETAIL 4 3 1/2" = I' - 0" CLOW MODEL A-12 COMMINUTOR O.A.E. 4 - 1/2"x 8" ANCHOR BOLTS a 2- 3"x 3"x 3/8"L BRACES, BOLT TO VALVE FLANGE, ANCHOR TO WALL 3/8" B.S. PLATE,SHOP CONSTRUCTED BAR SCREEN a DRYING PLATE 1/2" 0 B.S. RODS AT 1"O.C. NOTE: BOLT BAR SCREEN TO FACE OF 12" G. V. PLAN -DUCT DIFFUSER 8 I5 0" WEIR DETAIL 5 1/2" = I' — 0" 3 1/4" 0 HOLES AT 2"O.C.�\\ 2"x 2"x 1/4" L (4) \ 3 "x 3"x 1/4" L 1/2"x 13" THROUGH BOLTS W/PLATE WASHERS (6) BAR SCREEN/COMMINUTOR 1/2" = 1' - 0 r� q , 1, NOTE: THIS DRAWING a ALL INFORMATION THEREON IS THE PROPERTY OF JOHN H. REID a MAY NOT BE MADE PUBLIC OR COPIED 8k IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTEREST OF JOHN H. REID; PATENTS PENDING. SCH. 40 12" B.S.P FLANGED TEE, 2-12"900 BENDS 2 -12 II GATE VALV ES , - 12SCH.40B.S.P. IPPLE WELD TO PLATE �� NOTE: ALL BLACK STEEL SURFACES ARE TO BE SANDBLASTED a IMMEDIATELY COATED WITH 2 COATS HI -BUILD TANK EPDXY, MOBIL 78 SERIES. SUBMERGED SURFACES 8.0 MILS. THICK PER COAT. NON -SUBMERGED SURFACES 4.0 MILS. THICK PER COAT. SEC1710NS - DETAILSJob No. G.ac. S.F- GENERAL DEVELOPMENT CORP WASTEWATER TREATMENT PLANT SEBASTIAN, FLORIDA Date MAY 1980 Designed By J. H. R. Drawn By O.R.J. Checked By J. H. R. REID ENGINEERING COMPANY FREDERICKSBURG, VIRGINIA 22401 Sheet No. <of sheets 7 Stansbury Court _T 703 786-4378 HOLLOW METAL — DOORS W/BOTTOM LOUVERS TIME CLOCK OPERATED FLOOD LIGHT C" 0 8" 10' - 0" 24" EXHAUST FAN W/SHUTTERS a GUARD 1/2 HW, 1725RPM, 4750CFM FREE AIR 120 V WALL RECEPTACLE,/ (TYP) BLOWER ROOM F I 31-P LOW PRESSURE BLOWERS MFG. BY ROOTS (TYP OFI2) I BY MIXCO �QI fl Q Li i 4 4"SCH. 40B.S. AIR LINES TO AERATORS ASPHALT SHINGLES 15# FELT 1/2" C.D.X. PLYWOOD 2"x 4" ,TRUSSES I "x 8" FACIA AT 24 O.C. 3/8"A.C. PLYWOOD 2"x 8" (TR) NAILING PLATE I"x 4" MOLDING 6" BATT INSULATION 8"x 8" x 16 It C.M.U. PAINTED---�_� INTERIOR a EXTERIOR W_L L MOUNTED PRESSURE GAGE 1/4 FLEX. HOSE, NIPPLE, STOP COCK a NIPPLE ATTACHED TO 2" B.S. PIPE BLOWER DISCHARGE (TYP OF 2 ) 2" PRESSURE RELEASE VALVE 2" CHECK VALVE 2" WAFER B.F VALVE " 3) WAFER B.F VALVE(TYP OF 117 1 1/2" GYP BD. CEILING BLOWER PACKAGE BY MIXCO HEN 31' - 4" 6" 5' - 2 2'- 0" 2'-0" ALUM. AWNING WINDOW (TYP. OF 3) % TOILET 240 V., 10, 50 AMP. WELDER OUTLET r-- --I I I I `kl �- - 4" WASHED STONE — — 4" CONC. SLAB WITH 6 x 6 10/10 W.W.M. 4 MIL. POLYETHELENE ' 6 2 -44 CON'T. VAPOR BARRIER SECTjnfu2 4 I I I I I I ELECTRICAL I ROOM I I ELECTRICAL 6­11 CH ____ 471 GEAR I I I L� 1 L_ I I I 12 0 V. STRIP - ( I RECEPTACLE REFRIGERATOR, DESK a CHAIR (BY OWNER) ,ti0' -TIME CLOCK PERATED FLOOD LIGHT HOLLOW METAL DOORS JUST MODEL SLXD-2219- -GR SNGL. COMP 18 GA. SS. SIN WITH "JUST" MODEL JGNI- COLD WATER SUPPLY ONLY, GOOSENECK TYPE TRIM LABORATORY 4 TUBE, 8' FLUORESENT LIGHT (TYP) 1 36"HIGH, 24"DEEP BASE CABINETS. FORMICA TOP, DOOR FRONT, INTERIOR SHELVING 120 V. STRIP RECEPTACLES r- GENIM AOTESt 1® ALL DOORS & , PR? °ES TO BE HOLLOW METAL DOU13LE DOOR ROOM TO HAVE 24" x 24" LOUVERS IT, BOTTCK. ALL OTHIRS FLUSH. FRAMES TO HAVE 4" HEADS. 2. INSULATE E RIOR WALLS Zov LATE MASONRY FILL INSULATION. INSULATE INTERIOR STUD WALLS & CRIZINGS W/P'I BERGLAS S BATT I NSULATI OTT . 3• 1113MICAL SERVICE TO CONTROL BUILDING PROVIDED BY OTHERS. 4. EATER AND SEWER LINES FRCS,,; AiTD TO CONTROL BUILDING 11MIDED BY OTHERS. 5• INTERIOR FRAME PART'ITIOI S AND CEILINGS TO BE FI ISIIED WITH 1/2" GYPSUM BOARD, TAPED' PUTTIED AID PAIT;TED. 6. YARD PIPING (BY OTHHERS ) 3'-0"x 3'-0"ALUM. AWNING OD o WINDOW (TYP OF 2 ) r I It(D CL2 VENT C3 CL2 VACUUM LINE_ I" SCH. 80 PV.C. NON - POTABLE RECIRCULATION LINE FROM RE-USl�_= PUMP I SCH. 80 PVC.� CHLORINE SOLUTION LINE TO CONTACT TANK d• cP 8" 6'- 8 I" SCH. 80 PVC. OPTIONAL POTABLE WATER LINE — — 12" FAN, GUARD r7 a SHUTTERS FM �O I Oo7 r CHLORINATOR FLOW- METER, EJECTOR VAPOR TIGHT LIGHT W/OUTSIDE SWITCH 8" SPARE CL2 CYLINDERS (BY OTHERS) WALL MT'D -CHAIN STF z-F-TIME CLOCK OPERATED FLOOD LIGHT i HOLLOW METAL DOOR W/BOTTOM LOUVERS CHLORINE'•• 0 I" UNION (TYP) I" PV.C. TEE B ELBOW 0-100 p.s.i. ASHCROFT, LIQUID FILLED PRESSURE GAUGE a STOP COCK (TYP) I"PVC. TRANSPARENT STRAINER, UNION ENDS (TYP) C UNION END, BALL VALVE (TYP) 4"CONC. SLAB WITH 6x 6 10/10 W,WM- CHLORINE SOLUTION LINE 2 # 4 CONT. EJECTOR a FLOW METER CL2 VENT THROUGH WA LL�AUTOMATIC SWITCHOVER HLORIN 150 # CL2 CYLINDERS (BY OTHER f r- ,al f� 11 11= _(I= 1— _ NON -POTABLE RECIRCULATION LINE OPTIONAL POTABLE WATER LINE .o- I"SCH. 80PV.C. CHLORINE ROOM SECTION 1/2" = I'- 0" 0 i N N 4'- 0"SO. CONC. PAD 12" EXPLOSION PROOF a CORROSION PROOF FAN W/SHUTTER a GUARD NOTE: THIS DRAWING a ALL INFORMATION THEREON IS THE PROPERTY OF JOHN H. REID a MAY NOT BE MADE PUBLIC OR COPIED a IS NOT TO BE USED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO THE INTEREST OF JOHN H. REID