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Home My WebLink About1981 WRF Improvements_TDH (Waster Water Treatment Plant)r LEGEND GENERAL STRUCTURAL NOTES GENERAL EXI~..i ii6 COiIIOUR INDEX SEE SPECIFICATIONS FOR FULL REQUIREMENTS, STRUCTURES ARE DESIGNED IN ACCORDANCE WITH 1979 U,B,C, DESIGN LIVE LOADS ARE AS FOLLOWS: (1) SNOW, 40 P.S.F. (2) BASIC WIND, 30 P.S.F. (3) SEISMIC FINISH GRADE CONTOUR s~oB X77 SPOT ELEVATION DIRECTION OF FLOW SHEET NO, TITLE .SHEET NO, TITLE 52, MISCELLANEOUS STRUCTURAL DETAILS ZONE 3, STRUCTURES ARE DESIGNED AS COMPLETED UNITS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SUPPORT ALL PORTIONS OF EACH UNIT UNTIL THE ENTIRE BLDG OR TANK STRUCTURE IS COMPLETE, 1, INDEX, LEGEND AND ABBREVIATIONS SECTION CUT A-A SECTION CUT A 2,GENERAL LAYOUT PLAN, LOCATION MAP 3,FOUNDATION SOIL LOGS 4,PLANT LAYOUT PLAN 5,PLANT GRADING PLAN 53,PLANT FLO!q DIAGRAM 54, 55,HYDRAULIC PROFILE _a PLANT FLOW DIAGRAMS FOR INDIVIDUAL STRUCTURES A ~riov 62 /~~4GE-` . SECTION A ON PLAN SHEET 32 FOUNDATIONS ALL FOOTINGS ARE DESIGNED FOR TOTAL LOAD BEARING PRESSURE OF 6 K,S,F, FOOTINGS MUST BEAR ON GRAVEL MATERIAL, WHERE FTG DEPTHS.SHOWN FALL IN CLAY, CONTRACTOR SHALL OVER-EXCAVATE TO GRAVEL AND BACKFILL WITH, GRAVEL PER SPEC 'S AND DETAIL ~2~ ONLY GRAVEL MATERIAL SHALL BE USED FOR FILL OR BACKFILL UNDER SLABS, DETAIL 6 ON SHEET 119 56. CONTROL BUILDING - MECHANICAL MODIFICATIONS - PLAN 57,CONTROL BUILDING - MECHANICAL MODIFICATIONS - SECTIONS 58,PRETREATMENT BUILDINF - MECHANICAL PLAN 59. MISCELLANEOUS MECHANICAL DETAILS 60, COJ~MINUTOR PLAN, SECTIONS & DETAILS 61, PRETREATMENT BUILDING - MECHANICAL SECTIONS 62, GRIT THICKENER BUILDING, MECHANICAL MODIFICATIONS - COMPACTED EARTH BACKFILL VIII=!I 1=IIII(=J111L 6;' SITE DETAILS, FENCING, ROADWAY SECTIONS, RIPRAP GRAVEL BACKFILL AND.MISC, DETAILS CONCRETE IN SECTION CUT 7, 8, 9, 9A. 10, 11. 1.2, . 13, 14, 15, 16. 17, YARD PIPING & LEGEND HORIZONTAL & VERTICAL CONCRETE CONTROL JOINTS TO BE SAWN SHALL BE CUT AS SOON AS POSSIBLE BUT NOT OVER to HOURS AFTER CONCRETE IS PLACED, CONSTRUCTION JOINTS YARD PIPING YARD PIPING BREAK IN DRAFTING C GATE VALVE X b 6 SUBDRAIN & TEMPORARY BY-PASS PIPING NOT SHOWN WILL BE PERMITTED ONLY WHEN APPROVED BY THE ENGINEER, NO CONSTRUCTION JOINTS WILL BE APPROVED FOR 8" THICK TANK WALLS, (CLARIFIERS) ALL CCNCRETE EDGES SHALL HAVE A 3A - 450 CHAMFER. CO - NCRETE REINFORCING PROVIDE ALL CHAIRS; SUPPORTS, TIE BARS, ETC., AS REQUIRED TO HOLD MAIN REINF, IN PLACE WHETHER SHOWN ON THESE PLANS OR NOT, PROVIDE BARS AT ALL WALL-CORNERS AND INTERSECTIONS TO MATCH CONT. HORIZ, REINF, AT EACH, EDGE OF OPENINGS IN SLABS OR WALLS, PROVIDE AN ADDITIONAL #5 BAR ' TO EXTEND 2'-0 EA. SIDE OF OPENING. FOR OPENINGS OVER 2'-0 ACROSS USE 2 - #5 EACH EDGE AS ABOVE. CHECK VALVE BUTTERFLY VALVE PLUG VALVE BLAST GATE SLUICE GATE 'SLIDE GATE (NEI•!) Q YARD PIPING PROFILES PLAN & SECTIONS b too T 6 YARD PIPING DETAILS 63, LIFT STATION NO, 1, MECHANICAL MODIFICATIONS PLAN MODIFICATIONS & DETAILS RELATED TO YARD PIPING & SECTIONS REMOVAL 1~- b 6 SPRINKLER IRRIGATION SYSTEM 64, LIFT STATION NO, 1., MECHANICAL MODIFICATIONS PLAN G-4TE -~` 4 & SECTIONS - NEW EQUIPMENT CONTROL BUILDING FLOOR PLAN MODIFICATION 65, 66, 67, 68-. 69, LIFT STATION NO, 2, MECHANICAL PLAN & SECTIONS 5G - 9 E5G -1 CONTROL BUILDING, SECTIONS & ELEVATIONS CONTROL BUILDING STAIRWAY, ROOF PLAN & SAFETY RAILING SLIDE SATE (EXISTING) LIFT STATION NO, 2, MECHANICAL PLAN & DETAILS MASONRY - FLEXIBLE COUPLING b d FLOTATION THICKENER - MECHANICA L PLAN CONTROL BUILDING MISCELLANEOUS DETAILS & TYPICAL UNITS SHALL HAVE VERTICAL CELLS. CELLS TO HAVE REINFORCING BARS WALL SECTIONS EXPANSION COUPLING PUA IT PIPING & SIZE OPEN END OF PIPE VERTICAL PIPE UP VERTICAL PIPE DOWN HOSE BIB & SIZE FLOOR DRAIN MECHANICAL JOINT FLANGED - JOINT CHl_ORIfIE LINE & SIZE FLOTATION THICKENER - MECHANICAL SECTIONS 3 SHALL HAVE A MIN, AREA OF 9 SQ, IN, AND A MIN DIMENSION OF 24 IN. 18,CONTROL BUILDING LABORATORY CABINETS, TYPICAL WINDOW FLOTATION THICKENER - MECHANICAL SECTIONS & FILL ALL CELLS CONTAINING REINF, WITH GROUT PLACED IN 4'-0 MAX LIFTS, & DOOR SECTIONS & MISC. DETAILS LOWER FLOOR PLAN FILL ALL BOND BEAMS AND LINTEL BEAMS WITH GROUT, 19,PRETREATMENT BUILDING PLAN, STRUCTURAL SECTIONS MASONARY REINFORCING 70, AERATION BASIN, BLOWER & LIFT PUMP BUILDING AND MISCELLANEOUS DETAILS IN ADD'N TO REINF SHOWN, PROVIDE 1 - #5 VERT, EACH SIDE OF MECHANICAL PLAN OPENINGS TO EXTEND 2'-0 PAST OPENING, PROVIDE 1 - t5 IN EACH OF 2 FILLED CELLS FULL HEIGHT UNDER EVERY BEAM BEARING, LAP ALL SPLICES 40 BAR DIAMETERS, PROVIDE BOND BEAM LINTEL OVER ANY OPENING GREATER THAN 9" ACROSS. DET, 20, PRETREATMENT BUILDING FOUNDATION PLAN, ROOF PLAN 71. AERATION BASIN, BLOWER & SECONDARY LIFT STATION AND WALL SECTIONS MECHANICAL SECTIONS FO. ~_---3 21. PRETREATMENT BUILDING SECTIONS AND ELEVATIONS 72, AERATION BASIN, BLOWER & LIFT PUMP BUILDING, C' 22.PARSHALL FLUME & DIVERSION STRUCTURE NO, L PLAN MECHANICAL SECTIONS BEAMS ON MASONRY AND MODIFICATIONS 73. AERATION BASIN, BLOWER & LIFT PUMP BUILDING I a FOR ALL CONCRETE THE WALL FOR THE FULL INTO THE WALL. BEAMS BEARING ON MASONRY, PROVIDE BLOCKOUTS IN 23, SCUM PIT SHELTER & PLANT FLOW METERING STRUCTURE 24, LIFT STATION NO, 2 PLANS & MISCELLANEOUS DETAILS 25, LIFT STATION NO,,,2, STRUCTURAL SECTIONS, ELEVATIONS MECHANICAL PLAN WIDTH & HEIGHT OF THE BEAM & NOT LESS THAN 6" ~L 74, AERATION BASIN, BLOWER & LIFT PUMP BUILDING F U~,NGED ADAPTOR (10" 11 AND LARGER) b b MECHANICAL SECTIONS FLEX FLANGE (4" THRu 8") 6 75. 76, 77. 78, 79, 80, 81.' 82. 83. AERATION BASIN MECHANICAL PLAN & SECTIONS AND DETAILS MISCELLANEOUS MECHANICAL DETAILS 26, FLOTATION THICKENER BUILDING PLANS & MISCELLANEOUS ' DETAILS I MISCELLANEOUS MECHANICAL DETAILS 27, 28. 29, FLOTATION THICKENER WALL & STRUCTURAL SECTIONS i'~OTL: ADDITIONAL LEGENDS ON FOLLOWING PLAN SHEETS: PLANT LAYOUT PLAN SHT. 4 YARD PIPING SHT. 7 SPRINKLER IRRIGATION SYSTEM SHT, 1.3 - PLANT FLOW DIAGRAM SHT. 53 & 54 HEATING SCHEMATIC SHT, 80 ELECTRICAL SHT. .83 MISCELLANEOUS MECHANICAL DETAILS . FLOTATION THICKENER - ELEVATIONS & MISCELLANEOUS DETAILS BLOWFR, LOUVER AND PIPIi'JG SCHLDUI_E SCHEMATIC HEATING DIAGRAM GENERAL PIPING NOTES CHLORINE CONTRACT BASIN PLAN, SECTIONS, DETAILS & MECHANICAL DETAILS 1. ALL PIPE INSTALLED THROUGH WALLS BELOW THE MAXIMUM LIQUID LEVEL SHALL BE MADE WATERPROOF BY USING A WALL SLEEVE WITH A WALL COLLAR, A WALL PIPE WITH COLLAR-OR SOME OTHER APPROVED METHOD, GRIT HAULING TRAILER 30, CHLORINE CONTRACT BASIN STRUCTURAL SECTIONS, ELECTRICAL PLANS - ELECTRICAL SITE PLAN DETAILS & MECHANICAL DETAILS ELECTRICAL PLANS - PRETREATMENT BUILDING, BASEMENT CONTROL BUILDING, ELECTRICAL LEGEND 31, AERATION BASIN FOUNDATION PLAN 2. ALL PIPES ABOVE MAXIMUM LIQUID LEVEL SHALL BE CAST IN PLACE OR INSTALLED INSIDE A WALL SLEEVE, ANNULAR SPACES BETWEEN PIPES AND SLEEVES SHALL BE MADE WEATHER TIGHT ON OUTSIDE WALLS AND GAS TIGHT ON WALLS IN HAZARDOUS AREAS. 32, BLOWER BUILDING - LIFT PUMPS & SECONDARY LIFT 84, ELECTRICAL PLANS - CONTROL BUILDING DETAILS STATION STRUCTURE FOUNDATION PLAN 85. ELECTRICAL PLANS - EXISTING LIFT STATION NO, 1, 33, AERATION BASIN PLAN SCUM PIT BUILDING; EXISTING THICKENER BUILDING 3, ESCUTCHEON PLATES SHALL BE INSTALLED OVER ALL PIPE PENETRATIONS ON EXPOSED SURFACES, 4. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AT ALL TEES, PLUGS 7 BENDS DEFLECTING 22~ DEGREES OR MORE ON UNDERGROUND PIPE, 5, 34, BLOWER BUILDING - SECONDARY LIFT STATIONS 86. ELECTRICAL PLANS - LIFT STATION NO, 2, FLOTATION STRUCTURE PLAN THICKENER BUILDING 35, AERATION BASIN & LIFT PUMP STRUCTURE SECTIONS 87, ELECTRICAL PLANS - MOTOR CONTROL CENTERS, LIFT STATION 36, BLOWER BUILDING, LIFT PUMP & SECONDARY LIFT P.` REVIATIONS NO, 2, FLOTATION THICKENER ALL PIPES SHALL BE INSTALLED WITH TWO FLEXIBLE JOINTS, ONE WITHIN 2' AND THE OTHER WITHIN S' OF ALL STRUCTURE WALLS TO ALLOW FOR PIPE DEFLECTION DUE TO -GROUND SETTLEMENT, ASBESTOS CEMENT PIPE SHALL BE PLACED WITH AN A.C. COUPLING IN THE STRUCTURE AND ONE WITHIN 3'-3" FROM THE WALL, STATION-STRUCTURAL SECTIONS 88. ELECTRICAL PLANS - AERATION BUILDING PLANS WATER LINE, DIAMETER ON CENTER WITH DUCTILE IRON POLYVINYL CHLORIDE TYPICAL EXPANSION CONTINUOUS CENTER ELEVATION VERTICAL HORIZONTAL EQUIPMENT 37, -38, 39, AERATION BASIN WALL SECTIONS 14, L. 0 OR DIA, O., C. W/ D.I. REMAINDER REM, 89,ELECTRICAL PLANS - AERATION BUILDING MOTOR CONTROL FLOW SPLITTING STRUCTURE WALL SECTION REINFORCEMENT REINF, CENTERS BLOWER BUILDING LIFT PUMP & SECONDARY LIFT STATIONS, AT 90,ELECTRICAL PLANS - M.AINT, BUILDING & AERATION BASINS 7. ALL PIPING TO BE PROVIDED WITH HANGERS AND SUPPORTS AS REQUIRED & STAIR PLANS BOTTOM BOT, COLUMN COL. ADDITIONAL ADD'L CLEAR CL, CONCRETE CONC, DETAIL DTL. SECTION SEC, NUMBER N0, OR i1r AND & MANHOLE M.H. 91. ELECTRICAL PLANS - PLANT CONTROL CENTER DETAILS & RISER DIAGRAM APPENDIX - 1 ELECTRICAL PLANS - ELECTRICAL, SCHEMATIC DIAGRAM APPENDIX - 2 ELECTRICAL PLANS ELECTRICAL, SCHEMATIC DIAGRAMS PANEL SCHEDULE, 40, RECYCLE SLUDGE METERING, STRUCTURE, NALL & STRUCTURAL SECTIONS 8, ALL PRESSURE PIPE SHALL BE INSTALLED SO AS NOT TO INTERSECT THE GRADES OF GRAVITY FLOW PIPES, 41, BLOWER BUILDING, SECONDARY LIFT STATION AND RECYCLE P,V,C, SLUDGE METEPING, ROOM ROOF PLANS 9, PROVIDE INSULATED CONNECTIONS ON GAS LINES AT STRUCTURES, TYP', ExP, CONT, C.T.R. EL., OR ELEV, VERT. HORIZ, EQUIP, 42, AERATION BASIN - MISCELLANEOUS DETAILS 10, NOT ALL PIPE SUPPORTS AND HANGERS SHOWN FOR CLARITY, 43, BLOWER BUILDING, SECONDARY LIFT STATION & RECYCLE 11, PIPE LOCATIONS SHO1,1N ON STRUCTURAL PLANS ARE APPROX. AND SLUDGE BUILDING ELEVATIONS THEY REQUIRE ADJUSF:',ENT TO FIT PUr'IPS AND EQUIPMENT FURNISHED. 44, MAINTENANCE BUILDING, FLOOR, FOUNDATION PLAN & MECHANICAL PIPING 45.. 46, 47, MAINTENANCE BUILDING, ELEVATIONS, SECTIONS & DETAILS MAINTENANCE BUILDING, ROOF PLAN & MISC, DETAILS CLEANOUT CEILING C,O. CLG, PRELIMINARY RECONSTRUCTION OF EXISTING SECONDARY CLARIFIER & MECHANICAL DETAILS INSIDE DIAMETER OUTSIDE DIAMETER I,D, DEC 12 1980 SPECIFICATIONS SPEC'S FLOOR FLR GAUGE GA 48,SECONDARY CLARIFIER PLAN, SECTIONS, DETAILS & O.D. MECHANICAL DETAILS I'IINI mum I'~'AX I MUM POINTS EXTERIOR INTERIOR SIMILAR ALUMINUM M. N. MAX, PTS. EXT. I NT. Sim. ALUM_ 49,STRUCTURAL BEAM SCHEDULE & SLAB SCHEDULE DATE REVISION CENTER LINE STD DWG FND FTG OP'NG 50,DOOR, WINDOW & ROOM SCHEDULES & MISCELLANEOUS THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL STAIR DETAILS STANDARD DRAWINGS FOUNDATION FOOTING OPENING JOINT ,y MONTANA 51,MISCELLANEOUS STRUCTURAL DETAILS WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA INDEX, LEGEND, ABBREVIATIONS & GENERAL NOTES y CONSTRUCTION CONST, JT E.P. A,- C300 - 208 CONSTRUCTION JOINT C,J, DRAWN O.Tif' DATE SHEET NO 94 DESIGNED JOB NO. 21-74 s I APPROVED FILE NO. F.B. NO. TOTAL SHEETS i i 1 / \ y _•_ - ~//, ~ `_ -_. -I ~'//// ' ~~ Jam'!- 1 \\ \\ \ \\ \ X X \ ``/ -- /~ YC / \s9 4,9 9OA00TE A)w ~\ DISPO AL \ \ \ \\\ \ STOC&TLE \ \\\`\\ --`J Woe RiVER \1` _ ~ 1 6; 7 7- i__ z BARN bo lit x x~ TREATIVIE T PLANT SI- CANYON RD. 1-90 FILL TO GRADE ` 1 r DURST0N RD. HOUSE Il ill 111j, //_ N\ fill \ C9 o 1 \ \ \ \ lit \ 80, 120 40 1 ` U) \ ONE MILE \ \ LOCATION MAP \ \ 1 \ ICKNER / \ \ 1 ` / TOPSOIL ;E 64b4q SECONDARY STOCKPILE CLARIFIER LIFT NQ I _-.)MAI.NtE'NA CE BUILDING-,% 10, SURGE ~a Q //; \\ \\ \\ ' / '. ,__- fix' l ;v - i. R,;a \ \ \ \\ / 4r.,.S M lie"$y-•... iJy%µ y . r"i':;-`" _~_:,*4 @'t, ::::,''.i ~:r', / V A V / 3.. n.~ 4 .. i mow. o ._•-s r ,.!'... .A, :. / I ~\ \\ f : N0:2' -._h,`~•l -- ,~GR~Y ~ \ / -: ~':, ;,, ..~`~., rte__ , ,,.--~ ~- ... -~ /~ 1 \ \ . \ ._ _ ti v - .: Y yti" '_ ; ~THICKENE \\ \ / H r • . `."u "x` .. . ~ TANK THICKENER / ~~ ~\ \\\ \\\ 3p 1 ! !'.'::; BUILDING l t ----- 6// - _---- \~\ \\\ / FUTURE -- _-_-- ~` - \\ PRIMAPY PRIMARY - -_^-_ \`\ \` CLARIFIER / CLARIFIER ----_-_`` \ \- ~ r ~ CLARIFIER / V,- //`, \ \. __ fir„-._ ~ -~ ~- _.-_-.__-- --__ .-_, __- ~~_,_ ~ ~~a~~ -~ ' .e.. l ~ ~\1~ ___ -.rte \+ '__ ~~' ~.~ _ - __ ' --_-.--.-_'- '_'1 _ ~~ _ / ~ _ ►;~-- ~~ ,= _' __-___ __ ___ ~~`_1____ - ____ __ __~~ ___-__ ___ __-__ _ _~ ___ -- --wiz -= ____ __ J I J -_ - __ _- - - _ _ - /3 CONTROL DIGES'ER BUILDING DIGESTER l-Y -ER REVISION LOCATION MAP DATE ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA GENERAL LAYOUT PLAN AND E.P A.- C300 - ZVS DRAWN DATE ocreo SHEET NO 94 DESIGNED JOB NO. 2 1-74 APPROVED FILE NO. SHEETS FOUNDATION EXPLORATION DRILL HOLES (2 INCH) D. H. #1 D.H. #2 D. H. 4 3 E L.4610.0 D. H. #4 D. H. # 6 D.H.#7 DH #8 D.H.#9 D.H.#10 T 097 0P.5OAL , ORGANIC MA77'ER >709.9TdPSo/L, ORGAN/C MATTER J cev ez,4Y, SILTY; A401.57- -3 F Of TOPSOIL, ORGAN/C MATTE/ i. 09.8 x TOPSOIL, ORGAN/c MArrER -4;k oa8 >ly 7-OPSOIL 0,A? AN/C MA 08.7 2 O$.2 oas 77~a5oIL ORGANIC 079 A MTTER OB.87D105Wl.OR4"1C MA7T6R ~~, ~T o8 9 TOP50/L ORGAN/C MATTER 08.0 08 CZAY, SILTY, MOIST SOME %, ORGgN/C MATTER. ' IL1EoiuM F/RM 07~ OPSO/G, 0,99 IVIC MA77'dS'R 078 C'L4),' S/LTY A4,0157-- CLAY S/L77; MO/sr SOME ORGAA/lC MA//ER, SOFT scm F F//3E s4/VO. CLAY, SILTY M01-5r, 5oFr SLIME O.Pt3AN/C MATTE,Q CLR y $/LTY, MO/ST SOFT i L'L//Y SILTY- MO/ST TO WET SST .SOME O,RaAN/C 10-47-, R S[3y~ O,Q~aN/C MA7-rE'r? .u C MATTER , Ola9 SANDY SOFT. 06 r, CLAY SILTY MO/5r TO WET CL/7Y, S/LTY MOIST TO 05.5 IV, Aa 059 GYYL ' O¢8 0 •'• 04.8 ove / G dVL OS. / 6WL ij 1;0 04.4 05./ ' O¢ to OWL SONA 6i?GAN/C 1W47TE-;r,,5 SATURATED. SOFT SOME SAA/o. ' 04 $OFT C gAAVEL, SANDY; LOn5F 771ECV /; •V: 0-~. / SWL a 4WLMEO/UM COry1PACT. 3",&- '~ 024 53 V ~NSiEQLE 7Z/RATEO oZ. 9 GWL .0~ 0; 03.0 awl- 1 U3/ 02 /VOTE GROUNDWATER ELEVATIONS 5.H0WIV ON DR/LL HOLES, NVMSE)?ED / TO /O, WERE RECORDED 1NFEBRU4RY /9~9; DRILL f/OLES /VUM/3ERED /! TO /s WERE R'EcoROE,o.//V /LIAY /9,500 A}ND ARE NDT 7Z) COYVSTLPUEp .sus A PEP/PET- ATivE OF,4A,(Y OVER PElF/O/~S of T //YJ~ THE CO/vTR>,4(f Sh'gLL QE RL-.S,,q&~V,51OLE FOR DE'7Ei4M //VI/VG e//R/FE/VT -1rwOlj'vow-47 ColVD/T/0/1/S. Ira o./8 GWL P CLAY, 34NDY, WET, SOME 4 CtR•4VEL, S4,YoY' 5ATUR~9TEp MED/[/M COM 4F7- 7-0 COMPACT :b GRAVEL, SANDY' MO/ST THEN SATURATE ~ VERY C'aV A9CT, (pRA VEL SA VOY .54-ru RA TES :U T O/.7 GRAVEL, FIRM. J p,. MEDIUM COMPACT rO VERY 4600 8° •a SC47TERE.p CO,B&Zh- A. SOME CoSBLE5 ENO LEA/5E5 Q L'OMPACTSOME COQpLES, 6191Vo LENSES sd L1E 54/Yo LEVSr-a D. !/RAVEL SANDY, SATL/RATEO MEDIUM COM PACT TO VERY 4 4RAVEL, 5413Dy CONS/DERAL3LE 8° CL 4 yASH F/NE3, VERY Conflc~qCT 98 P S4ND SEAMS, S4-rURATEZ> GRAVEL, SANOY, IKE-ZYUM D• ~~ LOOSE, T//EN COMfa4CT. O $gTC/RfiTE,O. SOME SAND ' LEN565. d 'p CoMPHC? ,SOME 541V0 LENSES D 1~ 0; (,',PAVEL, ,SA/VO Y, W67 MED/aM Colo PACT SOME b CoBBLES, SovJE S9No L 6t/SES 0 GRAVEL, SANDY; .5A7URATE~ - Q. 96 LOOSE TyEN COMPACT TO VERY COMPACT, SOME COSSLES '. • SOME S.4N0 LErySES. n P: 0: 0 4 I.. ;Q fl~ 0 .E ~d O- 94 9¢8 b' 9 :o . A 'e d~ .p. e 7. 92 a tr D Z b. A= .914 9/. (o 9i s 91.61 1910 7 a: 4590 D o' 88 a Q - 87! Q 86 84 4 a 82 4 n 45,80 -80.5 D H~PI I D.H M 1'2 D,H.# 13 DH.At 14 DH# 15 T //"? ToP50/c oRO4N/C Zfy rTE Q ~ /D. 9 $r, ToP50/L Of?GAiY/C M97'r6'F{ 4610 /0 / 09.6- Zr~ ~i CLAY SALTY. A.: o!9 8 b; :0• =9r ~e `o .D ~' 070 GWL ~OG.B T~~O/L, ORG//A//C A/19TTER c 06.2 06 O: GRAVEL - g 4NoY '.b ~"c Q¢3 CWL :a 4: 04 0% 7T• 02 a6 CLAY SANDY 1 o. .o. .4, D: v 0% ro 6 W 0 O/8 d: 9.9 GWL S4A/o); aR•4VEL O/.O /G# On~;A~3/C MAT.rER COV a 4600 Al W/TN CG4Y/5H F1,VR5 P.s L' ORG CLAY 51LT3 D.• ip 99.9 CLAY, S/LTY d (?RAVEL, SANDY WITH CLAY/S// PINES 08 a: ..a GRAVEL, •5AiVoY 06 ;4 .4 v 0 GRAVEL, SANDY Q; v; 0~ 02 Q; a 4 590 0. a e to 08 • q. q GRAVEL 54N0Y .A. a , b; 4: a.. a a 06 4 1 o^ y a d ~D P~ Q, 02 S/.9 0 DATE REVISION hl: A Q. THOMAS, DEAN & HOSKINS INC. `4.80/ 0. 4580 ENGINEERING CONSULTANTS O GREAT FALLS, BOZEMAN, KALISPELL MONTANA Q' WASTE WATER TREATMENT PLANT I 4 08 BOZEMAN, MONTANA 4.: _Q C •. 76.8 06 FOUNDATION SOIL LOGS ³5: ~Q. E.P.A.- C3OO - 208 04 r~ 1 DRAWN --71 7< DATE SHEET NO. P' •o 94 02 DESIGNED JOB NO. 21-74 G: '7 7/D APPROVED TOTAL SHEETS W, D. H. 13 0 c O 0 0 0------O-----o 0 0 0 0----0- 0 100.0 ^ owe o 0-0--01 0- 0 moo• o ono 0-0-0- 0-0 0 0 0 C ------0 0 0 0-c- o- 0-0 0 0-0 0 G0.0' 0 D.H. 12 NEW SECONDARY CLARIFIER 3 FUTURE SECONDARY CLARIFIER NE AE RATION BASIN i I /5"O /S. 0 NEW LIFT STATION NO. 2 NOS. 4 N0. 2 N0. 3 0 FUTURE PRIMA "'Y CLARIFIER i l 1 I 1 0 0 0--- c 0 NO. I NO.4 9So" O D.H. 2 NEW CHLORINE CONTACT BASIN 0 NEW SECONDARY CLARIFIER N-0 .-2 0 ODH.8 f NEW BLOWER AND LIFT BUILDING DH. 5 EXISTING PRIMARY CLARIFIER 0 ~ /1 ~BASE'OOd.FSE' ► h r 4 /2 "' BAS ~ C'OU.PSE ► DIVERSION STRUCTUR NO. I DIVERSION STRUCTURE N0. 2 D.H. I O MODIFIED TO A FLOTATION r EXISTING LIFT SCUM PIT 1 1 STATION NO. I THICKENER 0 V) W SCUM PIT I EXISTING THICKENER BUILDING 4 ODIFIED '0 A 14i XISTING GRAVI TY THLPKFNFR EXISTING PRIMARY CLARIFIER R~E BASIN NEW PARSHA FLUME MODIFIED TANK L TO A SECONDARY CLARIFIER -NO. I 4- 10' 20' 0 40' 60 = 21d - V po 21) 9" ~ (j)DH.9 i i WASTE SAS BURNER D.H.3 D.H .6 O 9so " /B"S~ECDU~PSE ~o N ► /8 B95ECOU.~.SE NEW ADDITION 0 0 0 0 W 1 LEGEND O O EXISTING PRIMARY DIGEST[I OLD DRILL HOLE LOCATIONS EXISTING CONTROL BUI LDI N G a SS-O ' NEW DRILL HOLE LOCATIONS s I)D.H.4 o-o-o x OLD CHAINLINK FENCE NEW CHAINLINK FENCE o QDH.10 DH.7 OLD CHAINLINK FENCE TO BE REMOVED 0 1 0 1 0 E TING DA EXISTING COMMINUTOR. NEW MAINTENANCE BUILDING SEC DIG D.H. II \I DATE REVISION i THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS .O NEW PRETREATMENT BUILDING GREAT FALLS, BOZEMAN, KALISPELL MONTANA a WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA PLANT LAYOUT PLAN o ~ o 0-0 0 O 0 o 0 0 0 O o=o a O O O e O O 0 E.P. A.- C300 - 208 DRAWN DATE OC1.' Eti'7 SHEET NO 94 DESIGNED 45" ,4! JOB NO. 21-74 APPROVED FILE NO. F.B. NO. TOTAL SHEETS f, r a 1 i 600 ' 1 J 1 'AERATION ~ASIN CONNECT ro eY1_5 r1 12 NEW' LIFT STATION N0. 2 'PI q Vr OUTLET C44~/YiY6L TOP OF WALL ELEV. 611.33 r~F~INISHED t't,.OOR` ELVV., 606.00 GOBD/ ~GOG7 TOP OF WALL, ELEV. 616.31 CHLORINE CONTACT BASIN 6079 Gd77.9/ SECONDARY CLARIFIER NO. 2 6079 FINISHED ,FLOOR TOP OF WALL ELEV. 607.67 TOP OF WALL ELEV. 611.33 (OB.O - l G0.5.5/ J TOP OF WALL ELEV. 610.00 GDSZ ~f ]DIVERSION TOP CFWALL_~~ _STRUCTURE_ ELEV. 608.30 608 5L- ~~ N0. 2 - ~~~ 1 EXISTING LIFT- STATION NO.' I :THICK 1~~~~~~~ ~~ -"~~' SCUM PI FINISH EXISTING ` THICKENER BUILDING . ELEV. 610 i MODIFIED - ` TO A SURGE'BASIN XISTING GRAVITY., THICKENER TANK. ; FINISHE - D'. FLOOR ELEV 605.67 EXISTING PRIMARY CLARIFIER, MODIFIED. C' TOP OF WALL 'ELEV-612.25 GD7.9 ELEV' 11.80 TOP .OF WALL ELEV. 610.00 ELEV. 611.33 - G082~. ~/0 S EXISTING PRIMARY EXISTING-,, DIGESTER FINISHED FLOOR ELEV. 611.00 EXISTING CO\MMINUTOR TOP OF WALL ELEV. ;643.37 NIEW MAINTENANCE BUILDING 'EXISTING. ` SECONDAkY -: ,DIGESTER 1 DATE ,RE'3ISION THOMAS,- DEAN & HOSK-INS INC. ENGINEERING CONSULTANTS GREAT FALLS BOZEMAN. YALiSPE-1 MONTANA WASTE WATER TREATMENT PLANT TOP OFW4dL BOZEMAN,'- MONTANA 1 H PLANT .GRADING PLAN E.P. A.- C300 - 208 i DATE aar. 8O DRAWN SHEET NO 94 JOB NO- 21-74 DESIGNED G.lld7 'Al 5 FILE NO FB NO. APPROVED TOTAL SHEETS r ,tf~TE.' ~UT~t/E~ '~//'E TO cif' d!/T.y a/~E~l//ir,~r /iUE/is'T 3J: /~L9G'E /.t/ O~E~I//il/G TO Td~ dF t~/~E icO~o~/~ ~l-9TE / G~TGETCf/.4~i//f/EG ~~Ei1l,BEO ~TEEG C.•s~iq~/~t/EG. /it/ GLfi~FO~ a, , /,trsr~c c ~dLL.v~'/.v -' CO,I/CdylGG. 59GligGE a G~PGI~i /O y a EL. _ // So NOTE SEE 4'E4/E,P.9L L.A/'OUT Sf/EETFOR FENCE LOC47-Za-V S~iif~.4yl!/~iL~/v.G~if/~q.~/ .df~.S~G~'~.~'~i95 ~ /5' ifiY~L~I/GE~iE~E~~//CEO /~"sT~EL 5; 712: I a q/E!T/ c~iLG"~E/E -9~1~/T/Oif/ et M D/rW 444&VrAZ 6,4 7= POSTS ,2/2 " L'O,PiYE.P PAST TOPS 1334RBEO -4AELYA9 E e-, ~t F.y~L~`~ ~ • - n SECTION EL, .a . e y -a s Q s• ~%e/TE.~ •--~/O/~ mf L/NE POSTS %~ • COLU/VJ/~/ ¢./~ PEiPFOOT WE"/Cif/T OR.~"X Z//•~ " 0.0- tP.&IMN/ZED S TEEG PIPE z- USE 9 6'aU~EG'gL~,4N/ZF~ STEEL. WOVEN bLU,RE F-4BP/C Z" MESH. y7,PETC.~/E.P B~9~P /N l 1 SECTION A-A ad4~ ,73PU5.5 80O5 6 7 TURNBCICKLES %f ST~EG ~LgTE 7 - /~ STEEG 1 C'O4,21,-NUOUS TE/Vs/ON I_ W/APE E~l,~EV slEEG G35~i~i>'/it/EG a /it/ GJ~l.G~ /Z „~ LJOLE M9X. ,~tsT sP~C/N~ /O' O, C ~M f :965; /~E /2 fd'4UGER HOLE 6 8 "f~AUI,E,Qf-fOLE~ SECTION B-B CORNER ,POST ~9G1/y!/.f/U/1~' sL /OE G/7TE. ~.~~/~/vE ~f E~//T~iic~.~'i - it/EFGL~O BRACEPOsr LINE POST E~f.~T ,f /~E: ~TO~ :51,4LF OF/`/~E, CHAIN LINK FENCING DETAIL 3/4" I-0 /itfs'rgGL TEiL1f~~.q.Pr /t/E~9!>!>/T/ TEMPORARY BYPASS STRUCTURE DETAI F9.B,P/~.~TE. s'TEEG Cf1 OF /if/E GY/r~ET 2~TE' Fyf3~/~,4TE STEEL ~/~~TO~I.4TC.'f 8~ G"CDiY1PACTE,U B ASE ¢'' e01VC1~'ETE SIDE-WA L K > •5'TEEG COL/,PSE /19~TER/9L 'piny??;' . oap:~ Ob ° O po 0 In bdo WO ~l II n u U ~ $/g ~f RE/NFORC/N~ kOD I I I /8"LGv3~'i, OR/VE 7- 0112 ~1 BELOW TOP OF C04/GP 1 /?OUT ffOLE COM v7-sT /o SUBaRADE SIDEWALK SECTION SCALE I°=11-0" /1sP//.~GT/C CONCRETE cOl/~G/rt/G P!lliEhfENT PRECAST CONCRETE CURBING TEMPORARY DIVERSION STRUCTURE DETAIL SCALE I°= 1'-0° D/TCh' FGDI.~ UNE SL OPE q5 RFQU/REo ON 3" ASP.ygLT/C CONCRETE' PgVE/~JENT SITE U'iPAq/it/~ PLAN Tirii iiiia I ....................... -------------- 0 ,y'..;. .' •, ,o O~•~.,~,~,.~~,.O O::0 O~.O~O:.O OOoO OooDoo Q9 0/ 0l po 000 o 0CC o°Q a 0 0 0 0 o O O O O O OT ~OC/ J o O o /fib U OO00, oO 0 0 0O o o (yy,+~~/poO o° o a p G° O° ~p 00 OO /o p O O oO/1bV 0 o BOO f `/ o pOo ° V DD OoOO ~O~ O OOo a O'OO 00,0000 `7~0 9~ *00 o Oq' / De~O~ o O O'O ° a D v 0 0 0 0 0h 0 00 0 '0 0 0 00 ° 00 o c~ 0 op 0 J° 0 0 00 O V J 0 O 0 V o 0 0 0 000 ~O OO O %0O, O O ~ 0 0 oa OOOtOJO,~ 0 Oy~ p 0000 000UOOO_. 0000. 00 O c, 9fa BITUMINOUS pR/MEC'DAY S1D4C-- SL0,4:1ES 70 ?-,g REVISION DATE COMPgCrEo ~~' 12 47P/BBASE COURSE 4S NOTE,Q 01114 3o!!T PL,9l/ THOMAS, DEAN & HOSKINS INC. 3Ul3GR<IL1E ENGINEERING 'CONSULTANTS TYPICAL ROAD SECTION GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT NO SCALE lalv WIM oz BOZEMAN, MONTANA AprD ,C)17 SITE DETAILS, FENCING% 3=0 /%1i/r/ PE 3 %P•9oids -3 ~P.9Gv!/S \ \ s ii % E-PA.- C3OO - 208 DRAINAGE DITCH RIPRAP DATE Or7- &2 DRAWN SHEET NO 41---5 11 llc~ 94 1 JOB NO, 21-74 DESIGNED 4:5rl-ipl /-/., 6 -30 FILE NO. APPROVED TOTAL SHEETS TYPICAL DITCH SECTION W r r I 8 -" l~.E~i9/mot/ il/E~I/ cif ~=T~E~5'TiJ~~it/7- .~//LO //f/G I Ael Ire", OTf/E,~S r N.~ 30, 20, 10' 0 .5' I ~O 'Y 0 MATCH LINE !-fiELL I / f~7T~8LE MATCH LINE LEGEND z J 2 a LARGE PIPES PIPE UNDER STRUCTURE OR OTHER PIPE SMALL PIPE ~/ iz CHLORINJE SOLUTION ~/ " POT.AB' LE WATER ~/ /Z " NON!-POTABLE WATER -~ ' -sEl~1/E- NATURAL GAS SEWAGE GAS UNDERGROUND CONDUIT FOR TELEPHONE T T T T UNDERGROUND CONDUIT FOR E~/mil ~~//1~~~/~ z J it/.El~I/ /Yh/i!/TEi1/.~iS/~E" ~.,//GO//VG I PRIMARY POWER O /G~.~TO~ DIRECT BURY CABLE FOR, LIGHT ~lE.' 6f/s- L /.f/ETO 8U/CO/.[/G~~ETE.~ sT.4Z L.- 4T/Drt/,e~r UNDERGP.OU 1D CONDUIT AND CABLE, SIZE AS INDICATED Q POST TYPE A^EA LIGHT STAINDARD CLEANOUT 0 PIPE FLO.J LIN1E ELEVATION VERTICAL DROP IN PIPE , l I E~/sue ~gyT.~OL E~/~T ~E~il/G~/i~Y B~//LO /ri/G 4 .~ ~,~>E,~~ov-~or,4aLEJ DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING -CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA YARD PIPING & / LEGEND / E.P. A.- C3OO - 208 COrUit/ECT TO E.//.5'T 3 "~/TE.~' L /.UEfi~Yll1/ELL DRAWN (:::5?T..~ DATE SHEET NO c Mal< /980 94 -r . JOB NO. 21-74 DESIGNED G. qH 7 MATCH LI NE r TOTAL SHEETS FILE NO. F.B. NO. APPROVED 1 f .CCG/iY!E' 100.7- .~ E~~.5T/it/G 7Gt70/V~~P`S/oit/ ST.~~l~/~~it~! 20' 30'. 10' 5' 0 t~ ~O 61t~ / / I 11 I \ SEE PROFILE \\`\ G~~~,C~/F /E/P /I rl4 El -EL / j/ Fl/TG/~E~.E~///Yl~.~/~ fY.f~TE~LEl~EL / I / I // 1 ~- 5937 I~ ~V 1~1 C~ t \\~ ~ZO I M ~L SS'B. 88 1 ~o s9~3.88' ,O Q E~'/sT/~/G // ~e~s~ ~/G/~/G'l/ON S'T~l/~TG/~E / z~ z J / G z- wiz, ~s/c- II T.~//~~E/t/E~ Yl ~'UG E.f/O~a~ l\ ~7~30 /7~ ti 1y,4~E.e~ 4c 0 0 0 r~ I A1Z/t/BLOGI/E~ ti \- ('-za ~/,BO~~1'rGI ~O~"C'H-gf~GE= 9~ZS (/ZJ ~~bY~9l~i~lr~t~~ S~iG~r/O.t/, y;~ ~O ~/O~ /o ~s~!~o/c/.~,no~ra ~.~GFB~S/rf/, = 98. 7S ~~~E~rro~~s-r ~" ~!/G~~~T~.gifi5 -FED ~!/~G3'l.~/it/O~'S'G'.~1.5~it~6crr0 iY! N = 1i?. ZS ~/Z ~9/ Sow/O N E / E~3.Y~,c~T//~l~Es1 OFG77if/if/EC'T/Oif/ C.O. 93./- ~is'T, o/liE.~s I I I~ AMI FI s /I/E / ~ O.UEsT~p si~/1-2~~ T.FFr9~_a~E~~ -4 ~C ooll/ 0 oV 0 EE P W II 'I ~UiC~GET.9rt/.f ~E~is'T/~r/G ~s7v s~B MATCH LINE s~ o h DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, aOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT SEE PROFILE BOZEMAN, MONTANA 4571--X~ YARD PIPING ti -208 E.PA. C3OO DATE Alz~,71-.,' -s HEET LINE MATCH 94 DESIGNED JOB NO--- 21-74 8 APPROVED TOTAL SHEETS .1. r /t/G-G.G1/. f~G~/C~i~~r/~/T/ it/ELl/ iSyE.~.4T/ON zr--51~16x/v Ivelv s8B d MATCH LINE Ijlilll) Illlj~l` 11 1II: I i l I r(1 II Ii II I~ E~fsf.tr~~T~~TO ~S /.V ir~,.vLG~~ a J 0 i Fl~yB~ \ \ ~T III l0 "TiC~.4Ns'F~~~ f~/i11.4.~~GL~4.P/F/E1T~ ~ 0 a %T7 S9'6 ZS SEE I sv6. zS"/ PROFILE .~~'~c%~..-ii GUGYE S.T~6: Z5 _ S ~J /S 59f. Gbh ~9~z5 I D M1 1 /~ ss~7B \I ~/. 77 1OO./?~ s~~N~,Ir/. sEG.~E~ /Z 'OEI~/~lE.~/itfr' ~9~50 5903 CG~I/if/EG'lff/~5~~ ~FEOElA/G~ 100, ~.B 30' 20 5` 10' 59~g 0 i z:ra /Z it~EC'fCLE sLVG~E Q IU 1/ i I 'S9~85 PROFILE SE PROFILE ~7 1 lv7 L/FT W.glE~GEdEG // /ij / _ ~7S 59"1 //I / 59Z. ~ I ST,q Ala I_ it/E!y 5E~74/0,97y c~,9.E~/F /E.~~iGd 3 1009' 7~ 5J U n 58742 GG•Si~/F /E~ Z~ SE~C!f/l~~1~ ~~ X9.5. EFFfI/E.t/T , ~O.77 N~}CU~l7~~iJ EE PROFILE l~8.4O II II~ VII I 1c t~ V I \e kU a~ b ~.3 "iC~ETI/ t Z J 7~ V ~i~~sTGr' 'v 1~i75hj 599 599.0 PRO Gl//~E ,q~FE" 4~~. C52:2 TO 5TGJ~:eY~OG~''l5f5 10 ' CJU r SQ G -~~oi~EsrEo ~L~cr~r,~,~sFE.~ 0 O .~ 6I/,~/s'TE SEG~.f/V//.E~l~ ~~Ul~YE~S~U~Y/' Ti~.4if/.~FE~P' 1 • 598.4 f~l/~'ol%1LL 1~ 2 r F~Ol,~JT/Or(/ 1C1 :5-5;to 5e:~' ~.~/C.~E~f/E~P .~0 SEG~irf~9~f d i~ E~f..5'T ~'!/it/G'T/Ort/ ~T.P1/c'T!/rPE~ .3 ~~E~OdE] 1+34 , SEE PROFILE v V~ a 'V ~a U~ S98 50 PROFILE ~A O IN v/ Coit/it/ECT E~i`.5T. 8 5'~//30~.~J/N TO~//E/!/ O//TF/!LL iYJ.9rt/.!/OLE 1 DATE REVISION ENGINEERING CONSULTA-NTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA YARD PIPING E.PA.- C300 208 DATE Alal-' 1571A~ra DRAWN 4:2/7-X7 SHEET NO. 194 DESIGNED JOB NO. 9 21-74 FILE NO. APPROVED TOTAL SHEETS I 2 /,~ ~ Fi~/y1 SUBG~'f~1/y DElt~9TE~/N(', PUn1P AZ-,i57 4 'o - 7- e .' i r ~Yl.4it//~OLE=~EE~ ~4it/.S/OGEI~ET~9/G 5f/T3 it/O, . // O T; yaLE~~/~E- ; -T.t~.4T/OiffS_'/USE_'. a r, e .ta •ddb P. /it/~ l.~LG Z,t FG.57i!/GEO o.. ~FL,4rffGEl7~%P.J A,a•• p•. i i \\ I I L V d. u SECTION /s ` NNW, TOE_ OFZK.7AIle E.C~~EdFA'/lV.~it~ Bl//GO ~Y1.4rt/.S~OGE /ilil ELE/! - 40C7-57 Z /~l7 'e:.Tl~ /8 '`~ i l - _ _ -' - 93.7 _ 93.~~- 93. /~//. 93 96 -_- -- MODIFIED TO A93.59 f - ~8 9frlo FLOTATION / 9~ ~,. ____ i8~s - THICKENE~ "•I~`~~ '-'%'•v INISHED I y _ - 5 i A:51 ~ Ol/TLE ~EEOEr. ~TL II 9~ SCUM PIT _ EL V. 6 5H 0850 ~ 1~Z7 1 doss, ol /z A9r4A/.~/OL~~SEE l/ ~TOA~y1 !' 4 /it/ /Yl.4rt/~OGEpET.U/G ~'f/T., A/O. // 6` 93. 9Z` 1 / •1 1 __---` - ~`¢~'-/2r' Off- . `V a 0 /p I DETAIL l t y, ~VASTE WATER TREATMENT PLANT EpZEMAN, MONTANA. SUBDRAIN -B TEMPORARY- BY-PASS PIPING E.P. A.- C3OO - 208 ,.: ~~iC U...~~G . - (/lam / • & ~~F/~t/i`syEp G~/~f/p co~r/roU ¢fir Ea'is'T/NG ~~ti~rio~v= Sr.~Uc'T!/~E E.~is'T ~/l~Eir~/Orf/ AR -A T ~IvOB' lvC~.B.J / sr,~U~T//,PE'~t/O. Z i / ~lvoly / ~V'EG,t/L/FT / ~~19, i1,fJ Z V~ .~Z / / / ~a,~s~r ~„ -zJ--l .~Z. ZS // G ►~Z. 35 / / i iU N ~R ₹e Q 1 ~~ / / 59'A~ 599. ~ / Z "~/IGD.~/~1/E _ . i1/E.G~ ~' ~ Z~r l4C. f n Q~ 2nV `tf r i Lt N ~v apll Z , L YI 4~ i- 0 C^ V ~ N 1. X598 X598 0 ~59G -~.S9lo X90. 9O O p\ ~0 PROFILE ¢s~o 20' 60' PROFILE 40' 10' 0 ='2O' .iYElys~~it/G~9.~` ~/ ~1J8 60' 0 10' 20' 40' </~3.y~r/oN ~/.P1~l//~crE~z ~ cO~/TOC/~ F /rU/s'HEO c~/it/~ ,~~ G~it/rOl/~ ~l>8 --~~mUB / / cO~t/T~9~1 / ST.I~G/G~TI/~f'E it/O. Z if/E6I~G/FT ~'T-qT/Oit/~ Z / / 4~- 4-57*211 Jlv3 ~ j -Q~id~ / ~zs E~1/ sE~il/G.9i~ -~ ~i.~-l sr,9rio~r/ ,t/Eiy 30 ~loz ¢~OZ / / 3 6Yi9r~`.t~ lriON-~1. ~~E~ % ~ O Q V 4~ X PROFILE ~o / X598 ~S ~55~8 X595 ~S98 PROFILE l ~S~AIo PROFILE 5' 30' 10' 20, 0 -1O' 30' 20, 5' 10' O, 0 1 u 30' 5' 20, 10' 1" = 1O' 0 r~s/oG7v kkX r O~ •~lvO~i F/it//~i5/E~ 6~2/~t/p PROFILE GBiI/TOUiP ~l00~ ~1/~~/~E~-~T/Orf/ 30 20 1O -fi oar ¢lvolo ,rloOZ ~loO2 ~O. S IX 3\1 ~lGb ~V P 0 V V f598 ~~e/JZ lV ~59l0 J\ av \~ b REVISION DATE i THOMAS, DEAN & HOSKINS INC. -¢~9S ~S9S ENGINEERING CONSULTANTS ~ N 0 x GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA -~59L YARD PIPING PROFILES ~S9O E.P A.- C3OO 208 DATE DRAWN SHEET NO PROFILE PROFILE 94 JOB NO. 21-74 DESIGNED .~59d ~SSv 60' O 10' 20' 40' 401 Ily 20, o APPROVED TOTAL SHEETS 1° 300 45° 90° L5 ~0 - 2x2!x4'CONCRETE PAD 2- 4 REINFORCING BARS EACH WAY TO SCREW PUMP LIFT STATION 1\~ IL2 L2 ~D-~ I----D--I zv D TEE TEE (plugged) IE 02.25 SG-I BEND TABLE OF WEIGHTS WITH COUPLING { I 30° - 45° ELBOW 90P ELBOW •a, TB)P OF STRUCTURE CLASS 2400 CLASS CLASS 4000 CLASS 5000 CLASS CLASS 3300 CLASS CLASS 5000 THRUST BLOCK BEARING AREAS (S0.FT.) D L2' L3 . L ELEV. 08.30 3300 4000 2400 POUR CONCRETE PLUG IN 24 19.3 12.6 282 246 269 306 329 309 345 388 .•4 c 422 PIPE 'OPENING 4{i 1.8 2.6 1.4 0.8 G' :50 11 1 IE 02.35 30 25.8 25.6 440 501 562 712 797 610 3.8 884 5.2 2.9 1.5 4Pp STEPS GRATE 8" 6.7 9.5 5.0 2.6 10" 25.8 36 25.6 44.0 10.8 729 15.3 8.3 4.2 808 1034 1150 ------- 12" !/ 15.3 21.8 j 11,9 5.8 } 14" 28.8 20.8 16.2 83 ASBESTOS CEMENT FITTING DETAIL REDUCER 16" 27.4 37.7 20.9 108 TOP OF GATES FOR GRAVITY SEWER PIPES 24{{ THROUGH 36~~ REMOVE EXISTING SLIDE. GATE, HANDWHEEL LIFT AND GRATING. FILL AREA WITH CONCRETE. 18it EL. 06.25 TYR 34.7 47.7 26.5 13.6 4' SEWER FROM THICKENER 20" 42.$ 58.9 32.7 16.8 24" 61.7 848 47.1 242 GRAVITY 30" 964 132.5 73.6 37.9 EFFLUENT 2" TO LIFT STATION NO.2 NOTE: 1. THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE 2000 PSF SOIL PRESSURE. 22 3/4" CLEANOUT REMOVE 8" FROM/ GRAVITY THICKENER 1 3/4`--I M \mv DETAIL CV' ~r NO SCALE l~ %% TOTAL WEIGHT 290 POUNDS 20 I 2. WRAP ALL FITTINGS WITH THRUST BLOCK BEARING AREA SEE TABLE FOR BEARING AREA REQUIREMENTS. POLYETHYLENE. MACHINED BEARING SURFACE 21 1/2'~ FLUSH TYPE 24{' CAST IRON MANHOLE COVER B" FROM DIGESTER FILL AREA WITH CONCRETE REMOVE 30" PIPE 25'1 2 EXTRA BARS 6" TO GRAVITY IN BOTTOM IN BOTTOM CONCRETE THRUST BLOCK DETAIL FOR UNDERGROUND PIPE CARRYING LIOU I DS 4" FROM CONTROL THICKENER FLUSH TYPE SUPERNATANT BUILDING SEWER CAST IRON MA HOLE RING 8& COVER _ ..o 8" PRETREATMENT FOR DIVERSION STRUCTURE NO.2 DRAIN 13 I/2 ~~ PLAN DIVERSION STRUCTURE NO.2 MODIFICATIONS SCALE- 1/2"=1'-0'1 24' OR 27 HOLE I ~2 3/4 III 111 (Ill~lin 1111 111 1111= 1111 SOIL IIImIII IIIII1IL DI I~116 IIII IIII If~ X1111= Lr 3 HANDLING HOOKS AT 12U SPACING 24" CASTIRON MANHOLE RING COVER B B 11 d: COVER DIAMETER PIPE DIAMETER BOTTOM BARS TOP BARS a N i 44 AT 6 do 72 :• a •Q :D lt 14 1/ 2" A 4?' DRAIN 1 j2.. A-A 2/2 PRECAST MANHOLE TOP i 0 A••.D COMMON (V 24CAST MANHOLE 30" BYPASS COVER •P: Q: •PAP P; . p ... O. p ; ,~ ;P .' /~.' O. TL- P P• 0; pi.O.'p A.. •.'•b ,pr:Pc .P.:~ 4- B-B C-C PRECAST CONCRETE RINGS h 2" TO LIFT STATION 2 CAST IRON MANHOLE STEP PRECAST TOP ASTM-C478 PRECAST MAN-HRLE. CA,5T NOTCH UB - 4'_O{{ 8° SUBDRAIN PIPE FILTER MATERIAL a,osagP MANHOLE STEPS SEALTOP PLASTIC JOINT SEA COMPOUN ITH IN DRAIN PIPE OR 8 SECTION A SCALE: 1/2" I'-0° . •P U) cr F 2.5 X D NON-SHRINK I' GROUT IF PRE- CAST WALLS ARE CONCRETE FILLET NON-SHRINK I" GROUT IF PRECAST WALLS ARE USED SUBDRAIN SECTION IF PRECAST WALLS ARE USED THESE SPACES SHALL BE FILLED WITHCON- Q. BOTTOM TOBE POURED MONO- LITHICALLY SUBDRAIN MANHOLE CRETE OR BRICK FREEZELESS YARD SCALE!3/8 1 0 HYDRANT S.. 7'- 6" 8° I" LIFT REMOVE EXISTING 10"VENTURI HOLE METER W/ CONT. FLUSHING AND PIPE SUPPORT CLAMP FLUSH CHECK SYSTEM. {{ INSTALL 10° SPOOL. 2 1 I- 2 0 REMOVE TRANSMITTER, WIRING,8 CONDUIT OD 12"X 10" INCREASER 0 1;--.1 ~ .-.- { N CON~~TE' PPOST ST WEIGHT OF RING =207*LBS. TO LI FT STAT I ON a WEIGHT OF COVER =17O3LBS. NO.2 26" 7/8' N 7/8" 2- 4REINFORCING 2" DRAIN TO LIFT 11 VALVE BOX DATE BARS EACH WAY REVISION STATION 257/9 f THOMAS, DEAN & HOSKINS INC. TO GRAVITY THICKNER O ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA - to CAP OFF I 5/8" WASTE WATER TREATMENT PLANT i I BOZEMAN, MONTANA WAT`R PIPE oo? WYE W/BLIND FLANGE 4A YARD PIPING DETAILS ONE CUBIC YARD 3/4" VALVE BOX SUPPORT BLOCK d~~~ddeda a V A'o ,0AQ PLAN SECTION SLUDGE METERING VAULT REVISIONS SCALE: I/2"I'-0" E.P A.- C3OO 208 CAST IRON WASHED GRAVEL DRAWN DATE -R) FOR NEW AND EXISTING YARD VALVES SHEET NO MANHOLE RING a COVER 94 TOTAL DESIGNED JOB NO. 21-74 YARD HYDRANT APPROVED FILE NO. 9 /~=~1 % REMO!/E 30 "TO ~F/iU~IL CL4•PiFiE.~ I R,1&49 BAS/N W4ZL ! 1' I I AW-7Z-e le' PECT4N[ 4Me Z-,P,P/G.47704/ BOX E/J,1fJ[/9l3LEL./o ~0 N WIPES rO CUNr,POG S C4LE PR/WTE_AD CW S/~- OS/2 /N //B" ./NCREME/VTS rrvuyo /.PR/G',47 pOX HR/YOIf/fi~EEL E.1'TEit/S/OiV /r a }l~ PANEL ScL~E~YOLD ~- ~,4LVE (2UT HOLE .Z "L4AVZ;%P ' /Z /J¢"STEEL PLRTE 041417 W/ / GHQ/ME COrQT ~' .Z F/N/.5/~ C0.97.5 Tt/,4.t/ P/PE SOLENOID VALVE CONTROL, BOX DETAIL /O s 9 3/f'~ B9LL Y•9LYE 6 ;t'(aNX¢" CLYYC.PETE 5 rI r r r IRRIGATiON BOX DETAIL I` ,9PR//Yi('LER /LEAD O.P NO SOLE ~ -sT~EL: I . QU/CK CDUPLEP I ` -'6~4O!/A/o L/NE 0 ~N u tu k ~ T / I I/ i FLE Y Cou~r/41a D1 TO STEEL .4L;?4Yr77,e i i i B~4~j/~'f/i/iYE - - f.'1/.C. SC//EL7l/LE s~0 T//~E9L~p PiPE'~ FirriyGs, f TYP.) i i /N.5T,4LL QU/L'K C'oUPLE? YALYES S/M//. A' O? EQUgL Tp SU~PE -QU/CK Y4L!/ES BY !?A/NB/RD, MOOEL ¢¢ N/~ s. rN~ Y/NYL ~Ol/E.P. Lo,. } 1 V I i fEL. /O. ¢2 i / 1Y ZeW,4Y TYPICAL SPRINKLER & QUICK COUPLER DETAIL rlJP. P?lolcl ~ /!//Tf/.S.QiYO ~ /"BEGoffiG'oU,~LE~P row / Al,f Lrn/E 1=?MN , 77//C,YE/UE/~ S7~'/C7~/S'E IRRIGATION -' F_ ~ ,e/IZ1X2d2';r dSp QUICK COUPLER VALVES P•~ ¢"X¢"X//sr PL4TE GRAVITY THICKENER f~ NO SCALE l/9L!/ESTEMS A/Yo ,5/-4/Yo{f/,SrEELS. MAKEUP WATER MEASUREMENT WEIR F?/T L~EAiP/HG ~i'l//DE GW H9N,drPq/L 3JIPERNA7AN7 4• e/SE Nav -SHR/Nk 64FFLF WW s/ UDCTE I/r / '' !/,4L1/E, P.poli/DE'F/T7/.!/G /-' ~- FALL PIPE TO 7ZriW ,00a141 3//6 ~ DECK PLATE- (o08.Q7 TCIP lf/gLL T4NK.z-NZE-r OVE? -¢" Ch'.4~YiYEL L .2".rz'x W / 'A/,P REL /EF OEH/A, &R-UN•OER 3° Pc ~ / USE .Z - 3/8~.4NC/,(7.PL~7S ~G ~}y % T.4'E/YC/~' /.3AC/i'.c/LL MATE5F//1L ~o 603.0 WALL PIPE INSTALLATION F OR PRIMARY CLARIFIER SCALE: I"= I'- O" PLAN SURGE _TANK. SELECT P/PE ,C36-DO/R/~ P/~E (ADD c SCALE; 1/4° ILO" F~/j1 DE!!/ATE~P1~ y Icello" ro a s5T/c 3/~M/.dUS EL t7/ x'585.5 7P DEw9TE.P//YC PU1JP PrPE BEooi/YG c FOUtioAT/orV Sr.4QiL/z.9Toy CUT /./OLE //y !T//111 ~`~ 41,c-A(P/PE' //Y.STRLZA 7-1aV sE"E Dh-7-9/L !7//,/EiY iQEQU//CEO TYPICAL TRENCH ELEI/. 600.0 Q I LEY 397.0 lp II I 2 INTER/OR T,9n/Il- HALL IJSE NON- SHrlIVr ELEY Io03.0 e EX/ST/il/a IFE/~l/FOkV//[/~ g+4'OUT II II II II II II , 1 n• . ~oO o ;: ~PEMOI/E FX/s77iYC P /.~E n 1 u. Yy i /'~isE ToE-vE,PY 3" T.~/ic.YyEss of- o~ X 6Y.4LG O? oEPr./ aF REVISION DATE ~J/E!l/.,PE/iYFOrPC3W TO MATc'// Cur. .5'UPE~PrY,4TA/YT THOMAS, DEAN & HOSKINS INC. 3/z" t Ex/.ST/ir/; SPgC~i?/C € SLULX'E ENGINEERING CONSULTANTS SURGE TANK INLET DETAILS GREAT FALLS, BOZEMAN, KALISPELL MONTANA Ara Ad / WALL P/PE ~; . =tJ: ; .i :/~ NS/oE T.4r1/,~'/•(/ALL TR/VK.rNLET OVE WASTE WATER TREATMENT PLANT P: Pie. DEWATE? U/1/DE,Q BOZEMAN, MONTANA F O.PM C:Y'OTh/ S1Z),c- 11..YIL 4,VD CM//? K//T// NOW -Sf/,P//dj' G'OrYC.PETE MODIFICATIONS & DETAILS RELATED TO YARD PIPING ORE-P.~7.PE S ~/.PF.I~CE C~LEg7/~` Lz4/~,o~,3/ ~s PE.p eny-Trf SPEC/F~C.4T/orYs SURGE TANK INLET SECTION TANK AND WALL PIPE INSTALLATION E.P. A.- C300 - 208 - SHEET'NO. DATE Cx'T. 80 DRAWN ~S. K NO SCALE 94 12 WALL PATCH DETAIL FOR POINTS DESIGNED JOB NO. 4,,lj/-/. 21-74 WHERE PIPES ARE REMOVED FILE NO. F.B. NO. APPROVED TOTAL, SHEETS T T 11111 / O O O .O O O -O O O O O O O T r O O r ~ Io ° O l 1 , t ee4llrtl4Nr 5P>ellV ZZL P .O,f-41 t/ r29 5UBD.PA/N M.1iYf1o~F SEQUENCE CHART CONTROLLER STATION NUMBER SOLENOID VALVE NC.. 2 7 1 3 5 6 8 4 9 I 2 3 4 5 6 7 8 9 I 10 II 12 13 14 15 Is 17 18 a LEDGEND QUICK COUPLER VALVE SOLENOID VALVE SPRINKLER HEAD DRAIN VALVE CHAIN LINK FENCE (D O 0 O ASPHALT CONCRETE SIDEWALK SYSTEM DRAINAGE DIRECTION SPRINKLER ARC DRAIN LINES G. P.pI. RADIUS 1.34 28 1.52 30 2.77 28 3.31 30 3.45 28 4.17 30 3.80 28 4.61 30 5.43 28 i 6.45, 30 i 1.73 28 1.96 30 DATE REVISION 2.88 21 3.41• 24 THOMAS, DEAN & HOSKINS INC. 1.38 21 ENGINEERING CONSULTANTS I 1.67 24 GREAT FALLS, BOZEMAN. KALI SPELL MONTANA .2.11 28 WASTE WATER TREATMENT PLANT 2.41 30 BOZEMAN,' MONTANA 1.91 21 2.22 24. SPRINKLER IRRIGATION SYSTEM 1.69 21 2.03 24, 1.14 16 1.44 18 r E.P.A-C300 -208 DATE f .71 16 ORAW11; 112,o .89 18 .. SHEET NO. pC T. 8D -~s. K UNLESS OTHERWISE NOTED, ALL PIPE, WILL BE 1 INCH.- `NOTE: 94 ~ 3 DESIGNED -G JOB NO. ALli SYSTEMS INSTALLED TO DRAIN THRU SOLENOID VALVE TO MAIN 2-1/2 INCH'LOOP.° Z/- 74 APPROVED FILE NO. FB, NO. TOTAL SHEETS S.L33HS 1 V101 1 O3AOblJdV 'ON 311d 'ON '8 ti 0861 Z T 03a bL-T Z 'ON 9or t6 03 NEJ I S30 o, 9 086/ ~~ f'.GY NMVH0 J121b'NIWIl32id ON 133HS 31VO N 80Z - 00£0 -'V d'3 Nd1d bOO1d 1Sa I d 831S3910 MVGNOO:~S SNOIld0umow NVId aOO1d JNIa11n8 L 1Oa1No0 1 77K/Yf 111.7'/1/ 77t/W JN/.L S/X-7 ON-7J37 3 e VNVINOW 'NVW3Z08 1NVId 1N3W1d3a1 H31VM 31SYM /YO/1J~'s" ~.~5 g~''7S X002' P~MY 2'Y7/0g O/ a'Oj~771 IYIYW VNVINOW - -1-13dSI-I VH 'NV W3ZOB 'SllVd j.V32iJ s -LNyl-l flSNOZ) `JNIH33NION3 '3NI SNINSOH V NV3a `Sb'WOH I `OZ-/ J/f1s ?1 l/1'/Q/YY7 79Z5: NOISIn3a 31V0 ~OOJ o, 79 7NIV,1TOP Ol ~7.~ls~a/I~GS o96 .~O/NI ., ~ 2 f 110 -1 1 = ~~b/1 101 ~5 0 ~.~9N/6N~~, .A r=7 C-74,V b73--V W1?nX1f W00H NV3a9 H31VM Z Sw ------------ 1 18 39VHOIS -lVOIW3HO ~Jlyo'S//Yl J/1bYY.~//Js' ~~S' S/Y//a'~5~2/S ~J/Y/o'/d S,J10/Y ~O/~,Jl/1// ~9S ~J/Y/o'/d J/ls~YYOo a'O.~ P8.~1~9/yi' J/11~!4'~i1Js' ~~S' s/Y//d' ~s.~2/~~d/S a'~1Y91~' d'O~%~10/Y f7- I >557555tis5 Mi 0.316'07.] - S8'b'75' .~ODb~ o.71WOdS - SNw/7 700 H ~no~ - s wd.~g !^/OOb'OPI, >f7ditJ3O/S ~379MOd'1 - Sgb'7S a'00 7~ -70&&615 -?AoF v HS/NiY O.7,W-7ds - -7UP'cY9 M0779 HS/NI-2e H.9/JO,bl- S 7741St d'O/&-71X-7 3JVHVO svvo~ Xh~3~1d d~aZ[bryl ~.~9dd'ILGS 7dr7~k~3Hr7 Nr L~-~/1'~v"N~ mfg ~1dSX/7 sti dw/~d w~.~S,rs Gd/7/7ab/! 01 ~d/~ „/ ...~vii~GL-~rJ Ps7b ~'~~/yrdrv~,/E~' a~1J3~ra sd sNoil~3iyiWJ rY/t~/lrlJbi! ~7 ~.~ 3aiilOd'd v HS/N/-Y' hll,-XYZ5~ 1 5-L~/Y/~11~J ~5~'Ol d~'08b7 ~ ~ NOISNVdX3' 5.711,91 /Y -71-7c) 7N0-? 5NI(07/129 70eY-ZND.!-,) I; 1• A'FZsts sae 76,:M-Z N 01,tn/1J3/Yyo,~ ~d/d ~~/E .poi/1a7Vd OS7d S1-97.ZIV Sd.9 7dd01bN„8 d'0-,-'--7O/r10d'd :1 OVOh' , a31S3J10 AaVw18d r i+4 ~sa/yis.~oa~o~ ~ o/,d1~~Or1~~01 ~~/Y/7„WE /Y/Id'~ ~1J~/l ~~b~yLO~ 47OJ}lOfi'~/Y/ls/~,/~~bl 0 30V801S ),8o-LVa08V-1 ONIISIX3 7Sn,Nn1 't/.7'bb' srH1 NO 7 DN/d'/JQ O/SN/„ P/ 77d/o /1 S//Y_-7. JAOGt/.~L' A N008 W008 0333 3NI80-lHO WOOH -108iN00 3DV801S 3NI80-lH0 ~~l>i5J~o'/v' /~J/lD~/i11~J/Ol OL 0~J„~'s-~aiY /S' ~d'~/7pfi~ 01 S~/Y/~ a'~ld/7 OHO» -LO/Y,~ ~/1i/Jd~~d~,9Ld/7~~A'h'10~ OJOJJ10h' ~J/Y/LS/S.Y9Cl~1 Y r .~ooa a-.~o-~~ .tea-r.~l~v.~~..~ 7 b'/ei'.91 dw 2/6 GX~ „~/b' W008 HONn-i M3N S83NO01 SN3W ' 'O3it aGVS2/ .3~7 01 >17t/M3O/S --1O NOUD3S 5N/,1S/XIY AVZZ23S- 9 7-9 03ZV7LJ Y79/7oQ ~9 O.L SMOO/Y//N Pirrlsix-:7 ~~v~s o/y JNldld NIV8(l a3M3S JlHVIINdS d~/7~d5~/Y/1~/S.J~Ol~/1'/J /Y/~~'Oifd'!~1//YY'~1JJN/YOJ ~` 1 ~ M S83>100~ gz ~;/Iv z- SN3WOM .,z ~,-S% 0~1 S~J/Y//J'dd'O /YO/1h/I~J~ ~~S ~7~/Il~GLrJ/Y//7 `Y00~ ~L/YO~ ~7/Yi_Ls/S.1~JS/>.~~ 301330 o.~ 1J7/OL. /l?y.~JJ~1rJs t NG - MG (55(555 ~DD~' ~J~~/~ h'~/JOahL1rY~//,~ O 9 . 7 / 3 7ryr~~1 dw l r sX~ ~i~- OD9d'1 a'~PP//d' 7/6'190 33S Sb'S1/o07 4- 9C/NI .,0,-S _LOG'] z3d „ b/ 0 L2/YrCJ~17g Woad 1nC2 9&C?75 9V79 79 9l -7J2MY 7.6 „08 wa,-z „afo;s f „8 -, sz 7/d19Q 335 1/7diYf~O/S I ~PDo~ L/xz/ - DF EX/~Tic/la CD~t/T~PDG ,BU/LO/~(/L~ EX/`JT/A1C~ , LOC,~E,e .~OOr~if W!,(1pCW5 -rO enf Z?EWB /F CaLAZE~ 5EE I~?ET~UG BUiL 7-- F \7/ `7" CD.t/CPETE ,PGYJ.~ 5G~ B ~ra.d , ME MINES mm n Immmm k l 1 III I I tI I{I {II LIl I I l D~ 0 IflEui ALuMIX/UM W/~c./P z9W ~B /REUSE EX/57 ,C/l~ wltlz7z Ilg/ wl4zL U(//TS - SEE SCy,EOLILE T~/i5 .5f/EET V5 G/d1/ T~ - SE,E SPED 5 t .. 2 ~c F/PST FLOU,P EL V 9!o/%D Y3 r I 4 "O.P,~iyPi.~E- .SEE' t7ETA/L SOUTHWEST ELEVATION NORTH ELEVATION NEl-Y /%2 ~AL UM/NUM HANd RA/G DE 7A/L PE/VT/-1oUSx- - SEE SNE.6 T /G FOR PLAN 410 ,EELEYA77ONS 0 ~::l Iw I I-1 1 1 z 6 "ALL/MIUL/M LETTEE6 P~IJ/GT-UP ~PGYJF .POOP W'/525/O /-D" CD~c/C,~ETE ,B,EAM (E~/~T/c/~) l TOP DF 04501 SLAB AT SDL/T,~ZV A067- ~D/,flt DF WALL. O 70F ,ac 9MIc 5L.AO AT WALL v NTROL' 861101 7 5 .ti _., .11-1 1 t ~ -1 l 2 ~~ ~X/.5T/.Ulu COrt/T-POC 8L3/C.O/,t/~ B ~VASOWRY WALL s1 n 9 4 t'STFLOD2 ELEI/. = 9~// t A/EW aOC 4~ WlkliL- IW. f3 /G~ L 1VTEL IsTACr,5D WALL U,WTS 8OiiJD 5O0O/.5250 WEST ELEVATION ' I /4 I'- 0110 5 A~•.I~~ .4HAL)ED (t//n/DOG!/S .9iP6 777 //t/ CeW7;edZ .t 31//L.D,,WdF AAD?/Olt/!f//4YODWS /-J "S-TO Z?.&- L EFT /1/ PY.ACE' W/N.OO6dS /O, /7 Z0, 04.,e, 07, Z9, 3D E 3/ ARE TD ,8E REMD//EO ANA D/SI~LSEOQF X-5 A/RECTEp .8Y T.i6C- EyG'iyEE,4? FLA6A11 U(g -698c RUFF/(/l~ SPECS 200F SLOPE' - %4' PE,P / D BUILT UP ,~ODF I ¢ ; o.. Ea/5T/R/~ CDrVT0OL Pte//LD/~illj TYP. ~x y w 1 /71 0 /D 5 /4 29 Z -0 X 2 -0 " MIeA>01? = 5U5PEUUED CL .~. - 5EE PLAN )Ve =d /M/T5 ZCMiD :ATE MUM WALL U///T5 Fe M WEST WALL DF L'DUT,POL PL~'JM -SEE AIM0 19 FZEV/t/1e11 2 :I TfAkl6ZZICE,VT !a'LA55 SHoLI/E2 G~D,P eA.B/NFrs SEE" J)ETW/L .PDWLDIX CGYJ,P.~ ar~ ~~ei«s ov 1DPDF PQPT/TI -WALL zs 3 L4 S 30 0 , 1 4 v :sib 7F h. , 9 :9 9 ~1 DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTAN.T.~a- GREAT FALLS, BOZEMAN, KALISPELL MONTANA Lf n W1UZW WALL SEE PLkJ VIEW WASTE WATER TREATMENT PLANT EXISTING WINDOW WALL UNIT REUSE SCHEDULE 1/4!* 1 011 BOZEMAN, MONTANA CONTROL BUILDING 0 SECTIONS 8N ELEVATIONS E.P. A.- C300 - 208 DATE, vE~ i9ao SHEET NO. DRAWN SECTION A-A 94 15 DESIGNED __ `__ JOB NO. 5' iYYI/~5'= 21-74 APPROVED-_ . FILE NO. F.B. NO. TOTAL SHEETS W ~. tv BU/L.7- ROOF GYGf!~-4x4 -W2.o xW2.0 lr "%NSUL AT/aN ' r i i ON SLAG PER%METE.Q SEE DETA/L 1 i CONTROL .4NO AT RaoF SL AB e t / ROOF 0.?A/N / BUILDING ADDITION = "5 x CONT. OIL 8" / BU/G T UP ROoF .I A"5 0-3'- 0- o.c:- 04 x4-0"(P/2"O.C. II `N J eJ ON SLA[3 PER/METER II II li ;03? 7-1,ES '-'d -O. C. 3- ~r- II II ~I II II ,I INSUI-Ai-10ff cGEAN ANO .QovcyE'N ~'X/ST/N6 SLAG To //VsaRE 'a000 ..&0,oV, 7 ~r Ii I, ~I It ~1 ,1 ROOF ly/lLif/N6 P.40S B" c'oNc . CURB II 'I I it II (5;A7O417- Ovc~AIIA'a S1%f0 0 7-H 4NO W1 114 Co PIZ R, 44 4AICIZIA1.0 - !~E/t'/O,vz FX/ST/NG QU/LT-La, RooF ANd PROY/OE NEW pU/L T-Ui~ RooF W171.1 W.4Lfl/NG oAOS ,4S SNOWN. ~I II ~I 1 STAR DET.4/L 5 S /"/4 AR TD SHEE T II li CONTROL BUILDING II it II I~ II /%2 .4LUM/NUN! f-/ANQRA/L O S6L" OFTA/L. W1 7:A/ /N$[/L A T/0N I' II II II II II NEWGENTHOUSC FOR sTA/AWAY I I II I~ II 0 O To RooF RDOFORA/N NEW 4% ".4L UM/NUM yANO!?A!L S'E'E /SETA/L. II II I STA/RWAjK TO CONTROL .BU/G O/NG MA/N FL o oR SE6 SN~ET /4 it O 8'- 0" / OOEN/NG II II II II i r fj i /Z" 8" E'XISr/NG ROOF /S/ATC A/ 8 =< II I~ i r l~tt I, 1 `0 i N \O~ 0 CONTROL BUILDING O i 1 M UsC• /~2 EXP.4Ns/oN /3a.LTs AT ALL EW,57-/NG Co vcRE T,E COIVA/ECT/ONS (~TYP~ -~ ROOF PLAN z11 t1 (fit 10' 15' 20' .\ I 1/8.. = 1'-0 too PENTHOUSE FLOOR PLAN 0 5' 1/4" = 1= 0" / I0' i i STAIRS TO ROOF FROM IN-" l i GAS METER ROOM 1/2~ it- 0 .BU/L T -UP ROOF ON 4 /N.8!/L AT/ON ~¢' CONC..QO~ F SL AB t l /-G *7YR ¢ ".QOO~ O.PA/N W/Co'vcQET6 PAO 0 To/~ aF 'ti cONG SLA/3\ O rEr7-,svv ra sa6s ar s1.,2rw&e z IL NORTHWEST ELEVATION NORTHEAST ELEVATION 5' 10•' SOUTHWEST SOUTHEAST ELEVATION ELEVATION PENTHOUSE ELEVATIONS 1,411 1' o„ o 29'- C9 /'~wlI! CAP/C('ET BU/CD W11&( 5UZAT/D,U ROOF LINE - 9' 0"z9 /EW1.4NJ4 0 "MA:50AMY WALL DETAIL I 11 1- 110 6 1/2 =I 0 I~ t Bc -/06 I DATE REVISION N THOMAS, DEAN & HOSKINS INC; ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA E,I'/.5T//U~i FOU,UDATOrt/ W/l LL Zx9 STUD WALL EX/STi~IG WASTE WATER TREATMENT PLANT MA6nvRS' WALL ~TTDM DF ~X/5T/.U4 FTI~.=. 4loDS, pD BOZEMAN, MONTANA ,EDI/E D` EX/STiNI /ZOD~ CONTROL BUILDING STAIRWAY, ROOF PLAN a SAFETY RAILING E.PA.- C300 - 2O8 DRAWN DATE SHEET N CONTROL ROOM 94 CONTROL ROOM ADDITION FOUNDATION PLAN. 5' lot CO,UC.PETE 8Ef1M JOB NO. 21-74 DESIGNED 'A1-'lq.::7 ADDITION ROOF PLAN APPROVED 5' FILE NO, 0 1/4° _ it- 0 I 0 TOTAL SHEETS I/4% 1,=r I-= .e f3~!!GT-UP ~ODF EV577A./L Z' bVbULATIOALI /11/~ 5EE DTL. BU/L T-UP ROUF 4" I Al -6Z1LAT1O1(1 h P ,13U/LT- UP iPDOF 4 "/1USULAT/D,C/ o o~ P BEAM Y 9x9/ 5EE IDETA/L 8 "BOND BEAM BEyDAJ/.~`~`~ b w4.DYwyD F I,V lECOF SLAB (T`/~~ - 8 "BONO BEAM W/2-" f N W.W. . /-'~5 8 "P0,UO BEAM W/Z'~4 'L J B ".BONO 5,E,41W It/2 -'4• 4 D" T•5'P ~$USPE'~t/DED CE/U/t/l7 5EE SPED s 5U5PE,UDED CEIZIAI4 5U5PEUDED CE/L/IL14 SEE .5PEC5 '~•~ /G"rEEP LGUTEL W/z A~5 EXTEND /=0" PAST OFEU/,ill? ~~CAULKIAI/l~ 5EE 5PEG5 VW153 •O O ~ h D Q 2",P/Ola/D I,USULATIOiU 5EE SPEL5 .o /- &5 @ 3 !0"&1 G. ('DWLOLK C ZIZSE Df 1 30 MODIFIED W/442ef) A/ VVALL Ut!ITS. 5EE ~LEI/AT/DAVS X02 ,C~EUSE ~HEI~LIGE V/NFL TILE gOA~D .5EE 5PEG5 .0 O W B &')AID BEAM WIZ '4 6 "PVA IZ1 BEAM WIZ `-Y 5" SOAVD SEAM VIE-4114 e"5OA,1O 0,EAA4 WIZ-"4 @ 9Q "DC. ~TYP.) h '#5 @ 3 =D'" D G. 9" VIA/yL BASE 7-/GE ! -'a`5@ 3=0 " D.C. 3/4 "ffEY 4 " VIV YL 5 4 SE T/LE TLC FLODt?/ilLi-5PEG5 ~A.L SLAB ~. 41o1/.OD i h 9" Y/.t/5JL BA5E T/GE&TyP.) TILE 66E 5PF15 F //./. 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DELL HOLE 4~ EMP5ED G IAVTO EX/5TIV6 CDAICRETE C)WZJT 6,01- /'o l DATE REVISION' THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN,KALISPELL. MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA CONTROL BUILDING MISCELLANEOUS DETAILS, 8a TYPICAL WALL SECTIONS., SECTION E.PA.- C300 - 208 DRAWN DATE a SHEET NO. 94 DESIGNED /V'411s JOB NO. 21-74 iz 2' 3' 4' 5' r 6' 1/2"= 1'-O11 601 APPROVED FILE NO. F.B. NO. TOTAL SHEETS WET WELL /2"'CD.UC.2ETE W/FGL GAULK/,C/~ PDT 5/~5 DRY WELL WEATH6e5T 1F ALL !/~/~j' WIAIDDWS. P,eOv/Op- POLE dPE,eA790 ,2/AJC3 CATGH55 -.)Qe DUTDF ,BEACH W14100 W6 Rza ' E 7' /,V. HORIZ. & VERT. MULLION /3/q"A/DGLDW M ,fT~fL HEAD JAMB 3 AU 11X M/,v11~5eA05 CAULK A CAULK A/EW 5 ToP5 CAULK/A1li Z DM .5/DE5 5r1gVPA022',~G3/ 5TG /AMPS € AeAAiIES, Z7C W eVlffT/L WEATHFe 5T.e/Po/A11j SILL CAULK B" MA50N.e`' WALL C~LA55 W/iJODW~ A/EW 5/~'" SHEET raLA55 L/d/TEL - SEE DETA/L VERT. MULLION HEAD JAMB GAULK--" NEW 5TOPy CAULK TYPICAL NEW VENTING WINDOW AJEW 3/rlo SHEET e~LA55 VERT. MULL SIDE JAMB a ,eAyLlrE CLAD NEW 3/G SHEET GLA55 D EX/5T/~clL7 ~"PAS'LITE 5EE L/A/TFSl DETA/L WELDED /AI.5ULAT/AJU al-A55 WIAIZVWS AA/DD/ZED ALUM. 5/LL BAP SILL FILL w/~,~al~ 11 r 1~ N HORIZ. MULL 8" MA&~QAX, -l WALL GALILK BOTH 5 /.tJES STAA/DAeO ZXG 3/4"STEEL 3AMPS, F2AME5, ETC. .VERT. MULL ~~, CAULK A5 PP_e 5PEC5. 3" MA 5OiVRy WAG(, I7Q~ P~D~OM e "AIP50,U,EV WALL DF WAG t- U/AAY TDo CAPS TYP DA1 ALL EXT pOD.~S V :D -~D HOR. MULL , MEW 3116 SHEET C,LA55 NEW 5rDP.5 ,eAVLIT.E GLASS WAL L SECTION 4 3 AAICH025 MW PEE 3~AM5DALW WALL C~,eOUT .SOL /D SIDE JAMB B" MR50A1e+j WALL HORIZ. MULL CAULK l CAULK NEW 3/r~" SHEET 5TAAIDAk22 2 x~ 3~4 STEEL JAMT35, F2AME5, ETC, MA4VET/G WEATHf~57Z~/PP/AIL1 SILL C,LA55 .57ANDAEP Z ;rG'/4 " STEEL JAMBS, F,eAMES, ETC. GZAYLI rE GGA,~-6 CAULK /JEW STOPS WEATHEeS l~/PPEO 57EEL WIA/GDW5. POLE LOFCZATED ,e/1,1Z? CATCHE5 FQe 6U7 OF REACH W/AJGbW5. )(50JEGT-/AI, FeX VE PCAL MULL/DA/ 5EE D ETAIL HOR. MULL 0 A*A OAX~l WALL eAuZz EX/5T/A14 I " -WJ0W1GH PAA/EL W/STOPS SEALED AS FEE 3-PEGS AAICHD.eS @ 9-'D "O.C. IMAx) .STUFF IAJ5LIL. WTO F,2AME WHILE lA/STALLlA4 CAULK SLopE 5 /DEWALK /q'%FT. SILL TYPICAL VENTING WINDOW WALL SECTION WALL SECTION Wa 0 TYP164L WIN140W DETAILS 1/21=1=0" 0 11/2 %1 0" MrL. Hoop rI21 WALL CA8/A/ETS W/ SLIDIA14 aLA55 L?Xe:S-" ADJUSTABLE SHEL VE5 I FUME / HDOn // 5EE ~5PEC5 leEVOLVIA14 0.2AW,5Z CDA'A1E'e Z APT / G X/-D" OVAL 18 X15"K 8' CA5T EPOXY ACID Z55I5TAAlr TOP / (-TV F) 5EE 6FEC3 P 6 U (TYP. 3 L cr,AT/DA/5 PLA5T/L LAM/A/ATE0 TOP (COLOZ APP&VED Bf EAJey. \5 , L \P II i I i IL b tJ O 0 a a WA596e 69r-- _ ADJ. SHCLF(TVP) Q d Q 0 , m 0 B /2CH FPDA/T.S, EXPOSED ~IOE.S ,~LV. m SFEDlES J P f SECTION LOCKER ROOM CABINETS FRONT WEST ELEVATION LOCKERS F NO SCALE I I 1 I I -1 S " 1WA5oAIV WALL E 4- G,e0eJ NJRX. 7 DATE REVISION THOMAS, DEAN & HOSKINS INC. GEES 1/E5, ~,E 3l" ACID RE5/STAA/T TUP / (TAP.) SEE SPELS ENGINEERING CONSULTANTS EX16rl)14 Ale CD/UD/T/DA1/V2 U~t!/T GREAT FALLS, BOZEMAN, KALISPELL MONTANA 3 Tye REVDLVIAIG 01FAW C(Qe,(/E2 41AIlr I I I 1 II I WASTE WATER TREATMENT PLANT I AC/D RES/STA,VT TOP rylTY S'P) 5EE SPEG.5 MAS~AI,eY LIALTEL 5EE DETAIL I~ BOZEMAN, MONTANA I I m e EX/5T/~f W/~(/ODI l WALL CONTROL BUILDING LABORATORY CABINETS TYP. WINDOW 81 DOOR SECTIONS 81 MISC. DETAILS 8" r I OPE~U/,t/l~ I --B/,eCN .5HIELVES 2ADJ SI6LG %clTS, EXP03E0 S/OES, ~ EDGES Q D~E,V xiv/EE ~j 1~.5P.4CE OPEuiu~ N D~11 Kit/EE (, Brecy FeaUTs) EXPD.3v o ,SP~iCE~ - ~ S/DESK SHEL!/ES -~~ P E.P. A.- C3OO - 208 4/z~ Ty DRAWN DATE ~E~ /9~O SHEET NO A FRONT SECTION 94 NORTH ELEVATION EAST ELEVATION INTERIOR ELEVATION DESIGNED W...4. S JOB NO. 21-74 18 LABORATORY CABINETS 2' 6" APPROVED FILE NO. 0 I' TOTAL SHEETS 10' 5~ ~I 1/2% " 1 1!4"= II n" "- el" (59" 03 ~- O "0. C ~- 8 "MASONRY UN/TS / -'~6- @,3 O'OC. I a ~i Q 3- #¢ x Co/vT. . '~ 3 ST/.QRUPS @G o. C. n. /2 `"DEEP CONCRETE L INTEL Wes¢ -''~¢ EXTENO / 40 " z5a;;'orUO 4v, L /V//V/ ! /VEIL/ C'O/VC,pFTE I D A $ ¢ O/2 O. C. 0 N TYP. d i '1 ~f /j2 ";r 3 L - SHApEO ANCHOr4 COLT 0/2 "O. c . d TOP OFEX/ST//VG CHANNEL CCf1/P oFf TOP 4 "oF W..4LI EX/STING /7E/NFoRC/NG s rEEL L 2'x'2 x 3 " 3116 " ~0.` V , r % Q ~P 1 1 1 1 3/g'A X/~e2 BOLTIW/ST,p,,Ve1rS g'N/s1SH~QS 5" SLAB TD ~E E"X/STING coNCRErE I I~E/l/IOIrED LEFT /Nl~LACE AA L 2"x2x 311(o" //2 ".~TUl3/3ErP/SEO MAT .1 N .0 Il MILL PLATES,, ANGLES ,OOG.TS NUTS t` h/ASH6~PS 0 To H E ST.4/NC,ESS STEEL. DETAIL D In DETAIL 6/17r-5 7O&E MDPlIC15J w D 6 1' 011 - 19 II/2' = FLUME TDfE GRovTE,o SMOOTH I .611 1' 2' I I /2"=1'-011 0 I 1 : COf1C eETE DECK E 23AZ SG,EEEAI -0 PE ,PEM~Y~D a D kl)~ EAT/.V, ~FAIF -~VIDUAJT z;47Z3 I3/g" ALUM/,(/UM BAP414 5 ',EE OTz Trp REMoI/E 3'-0" of SEE DETAIL 1 I EX/STING GRATING TOPDF WALG EG• =4G/3.37 1Q~ M 8- Z-D %G X4,X D.g"CO.UI~ETE SIDEWALK YY/ GVZ.O ~Yi/~O ,450.~/,4GT MEW F,eAMLS ~ oPEICA T003 FOC EK/5T/.c/l~ CATES SEE DETAIL Aft TYPE z N~ X/5T/(/la 5L /DE' 6 A 7E5 TO BE MOO/PIED Q ESC7-st A t COAL BETE )25'-1e 4r ~TEfkSN K•4GK TD P>E 11t11~1A))??~~ ~llll~itlll~ ~~ , ~ ~/ j 7 ~ , ~'Tr T/7 T' I I I SIDPE OC E~dU/PMEi/T „ Al NEW COMMtiI/,U[/TO,eS D ~I El(IJT/ C4L1M/A1C/TO,e EACH WA 5/ D a" EX/.~TI,~I~ ~,~AT/Nl~ P 6 SEE O)57A/L EX16T1A14 COA/C,EETG CHANNEL S NEW FZAME EDPE,PATDeS o~ FD,~ EX/STItYa IaATES sEE 4~TA /L ~S 4 EXISTING AIEW ALUMMAIUM C,EARI-14 SECTION COMMINUTOR a FLUME 2' 3' 4' 5' 6' I/2" I' 011 0 6" 1, 'I'~I,===,llll~ll~ll: it ,,.r _ 1, , III III ill ~# 1' I I I !IIIIIIIIIIIIIIIIIIflllllllllllllllllllllll Illlllliil III IkVllll IIIII IIIIIIII I II,,, II lo'; 1 110 5 -0.- 14419 ~i((Nt+ltili~ SEE PE TAIL ,~ooF oVe , I-IAAIc Z- 5"J/-A,5 lTO PE A7~'MDVEO~ O/ArVA/EG DETAIL OEl/IATIO,I/ MUST 0,E DETAIZ EO TO SIT EQU/PM,FVT FU~ti/5//EO 5 "CDC/~~ETE 8" MA50AleY WALL EX/S77A1 17r44T/A49 5LAB EZ,51 I3/4"ALUM. 6Z471AI4 SEE PLAA1 FQ1Z SF AAI AA/O 5/ZE 410/ DD COAZZETE WAIL BAFFLE EXTENS/ON SEE D7Z.- EXIST/IV4 CZ )RNIN41TDK FLG/M,~ LTO 55 CH/FRED &W7 sr~i~Tf/~ o I I JI zO~-r.~r~ .~z !1~;;1~1'tlfll((ftltlilt1111111G ~ ":4.C. ~/PE I I COAILe,ETE MOTOE MDuu1iW PAD FtX EQUIPMEAIT , FZJZA//SHED. I-At 5E '/Z" , kl _1 ' - I Z7 MA TCH ANEW LfAAIMFL OM/T CRA44N Z i9O0f ~X/5T/~(/Cr CDAIC~ET~ FLOW LIAIE'S W/EX/5T/A/4 A/ AIEW COMMIA/UTO,e GHAA/AIEL5lTYP.) CAIAI(A/EL5 a 161111111 ~II f,1►1111~11111,ii1 _ IIIII 1111111 ~, IIIIIIIII IIIIII~~ SECTION B-B OEFLEGTD,+~ EX/STING EX/STING C oNC. MANHoGE ill~ll IIIII III iIIIIIIIIIIIIIIIII li p C4P !~Y/T,4/ f/lo C~'U,4ryE 5'T,4//1/LErsS' STEEL, 9f 409.-4/114 A:2.S', FULL OEPT1! ~~yW/Vi~EG. 10' 51 0 1/4" O I'- 011. 8" illl 11111111111111111111111111111111111 IIIIIVIVWIWWWYi~I~ III I IIIIIIIIIIIIIIIIIIIII TYP /. NOTES 5.~/,gOEO.4i~E.AS' S.S/O~t/Ea'/S'Tl/V4 EX/STING C-ONC,P rE 5Tf3!/GTURE of3 o/PE' Z. FOR V, -77E ZW,7W .?FFFP 74--'-" 4;, fe F6A- lCE IIIIIIIIIIIIIIII I I IIIIIIIIIIII~~IIDI /(/UNr~ER5 /N GN/ ^//EE7" S2 04- @/2 " EA. WAY 51 10' 0 1/4% I• 0" pp" IIIIWINI~llllllllllllllllllllpll III uu um u GO/t/C/;ETE Af3E4 F/.V/5'NES FGGY>.Sy SG4BS /`TGi~F SG/~.BS G//.4/V/VEL SLWB9 F/N/Sf/ T.4p`f/E'G L EO FGOgTEO FLOWTE!J f30C.L~.'!F/.V/S.~/ BELDIfi ly~tlG~ S~'Cf,~EOF/if//,~S/ Af.~i~E ~f~gl~E lFr/ ~/N/S:/ //c71A aWZ-4 T wrT,~/~,.4oo/vo a4.sE~.4~E, fS~i~l.9/~t/OEX SACrYEO. - s~~s~-O ir--v ~ I~ /LATER/0a41p./7LL.S t h ~rl t(lltG ~ ItiltlZtx~a za'X 3 a zoUv B4'4MS DATE REVISION THOMAS, DEAN & HOSKINS INC'. ENGINEERING CONSULTANTS GREAT, FALLS, BOZEMAN, KALISPELL . .MONTANA EX/ST//VG RE. 45,48 43EI1O TO MA TG H NEW DUAL L WASTE WATER TREATMENT PLANT 5-//~ BOZEMAN, MONTANA , L-/fX- 1o!/E Z-X/ST//1/G CONCRCTE WALL PRETREATMENT BUILDING PLAN, STRUCTURAL SECTION a MISCELLANEOUS DETAILS E.P.A.- C300 208 DETAIL DRAWN DATE /yJ.~O. S. : GZ~C' /9f3O SHEET NO. , % 94 PRETREATMENT BUILDING FLOOR PLAN DESIGNED G/67 // JOB NO. 21-74 6" 2' 0 19 I 1-- 011 APPROVED SHEETS J,; s /8 -0" l69R/ES !/~1R/ES 29-d" i N. T. S. !r3 T/E5,28 "0. C. ,G a¢ x Co.vT %2 X /" sop Ho. "QG~/Z'QC. LG. SFrScerw TOPOF WALL EZ-. 4l1-1. 92 CTS /N SLAB a TOP D`' WALL EL. 4lv/4.92 a jl III 110 Ilk III I I S,P~/o 2 II 14 B 101~1- /02 t h ~t r 3/4 e 0 17f II " B r 'F9~' /ZDC. '-&--_64 W*) >c A4 ",6AP ~/%4lJ1~L 6'C T0,? /RoD SLEEYE X¢ &/2'O. C -4. w4` CTR. /NWALL M to - 73/~ „ ?~14 L'/2 "O. C. W4 012 "o- c BU/LO Z" MAX. C06<5T II II M W//rUSUCAT/oN SP- /0-7 T' II ~'• -- --rte Fr-- CT,P- /N WgLL 3/8 A- 2///~ NUT ..rCTR. /NWaLL /Z"O. C. i~.4NS/~Ef~~E II 3 D <Tr ig. r ICI „3#4 x CoNT. II k. ;V I I¢ X/ x-3Z 9.4R 9 I _/OQ ETA/L S~-E 17,5-T,q/L I Ql II I D ~1 O D /PdOF DPI/,(/ W/ /_0" I Aq1AW/VSPDU T- SEE DET 7Co i GROUT SWEP7-/N C3Y /vJ,6CHAN/SM P , ,SP ATERSTaR I II lY.4TE.t'SToP~ l• I II ,BP-/02 II e r. r r e I Y 1 9"'LEG Tj'P I SECTION EA. KG4J~ II i I.T I, I~ SECTION B "BP -/O/ M r4 II a SP- / 0,3 O O i IQ I~ I I I S BP- /o/ --- ----------*~ ---------------- n e I I ~I 0 /3=9" ZD'-D "" SP-jot I 8~ /4=-7 .4-7" 2-8" 37=4" ., - Z ROOF FRAMING PLAN .,A lo' 5' 15' 20' ~C m 0 I -oil 9~OB.'25 D Y) a /SEE PODrc/,(JC DET/I/G Aw -' /2 "~//a 5LA3 . ~ SLOPE %4%/-'p"_ #5 xCOA/T. fTYP.) B Vq „CLEAR G X&ZW4.bx W4.0 W. W . IN 200F 5LA6 C 7YP) d "e0NO BSAM -~ B':B0iv0 BEAM 1 w/z-4 wzz #¢ ~~TYP.) 3~'• --~B 040? 6EAM w/z - 1114 O -a. c. N l- ~`5C~ 3=0•~ D.C. .~9 O W O N Ld 0 8" MA 601,19V U/U1T5 8" MA_5e)AX, J UA1173 B ~BONO ~3EAM 93" MA-5,I)AIEV ZJA117-5 # x4' o „ 0No.c. 8 "QOrUOQ~,4M EN/BEQ 2'- 0 "/.Yra ca vc.;wl-z-- -` 110 -~~ c14 , p -- o. c. 1(21 -~f!Lj " 0. c. TDP OF FUD. WA! L I EL. = 41,14 9Z _3-./Y0Nf. VELr 0 8 720P z~F)5AJO WAZZ Z-,6,. lAjr,::) VALZe4r11jp) ~1 IL~13- 92 72~zQ~~ lc~U27 WAZ-Z, IEZ, - 46 /Z 56 -3/4 5 0-1 ~F/,U/SyFD FLDD,P EL;4G/Z~D -~_ ~ PDL/2 GONC2ET A~AI,c/5T PIPE/ACS•" Z-61U4 i ASA P h lYWF4 "X~i" 1rz'k' El-. 012-10d x1 req'YWZ.O----_j F%~~q 7 l2"Tll/LK 5GA8 L~ 1 0~ ~y ~'12•' N EA. WA y C'TiQ //V WALL .3- '4 x CONT. De M/LL TO FIAJ/6/- yP TWO LOCA-WV.6 7Y/5 C~~t/N~L GROUT SWEPT i N ,eY MECHAN/SM Ti5//Cfr'.FN' SLAB To 2 O "fit//OE X 8" DEEP BENEATH P/PE (Y) i b SOT OF COL[LCT/,14 TALC e--1608.75 ;r 3- Ty'r-7 i ~1 N /~~ ,91,09.3/ -°~ 41,09. 45 \'~~ -f 30-7,y Ce~417 e'~Y I 3 ~4GO9.Z3 I _ - 409. 9/ cLEV. !//I~/E5 5,EE 5F4., lRW O ~4 ~/2 " o. G. SECTION SECTION E ~/QAYEL F/LL 8 ~P i- #~IXCDrt 7_ 3. 15~E A9Z-rWIL o 610 it 211 1 .I ~' EL: 9603.25 e V V 1 314 41- el, WIN Z W, (5A-W 7-IAIC5 uh 9GD8.z5 DATE REVISION I ENGINEERING CONSULTANTS SECTION S 4 1O. cj I - -"%. G"QOUT S~Y.EPT ./N .8Y MEC HA,v/.SM WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA FL EY or 25 rP. PRETREATMENT BUILDING FOUNDATION PLAN., ROOF PLAN a- WALL SECTIONS r `N 3/¢_ KE'Y 3D=8 - 2'_ ro L_ a E.P A.- C300 - 208 DATE W u DRAWN zt #4 e/2"0. c• SHEET NO 5,4. w,4y PRETREATMENT BUILDING FOUNDATION PLAN 94 .0 2, - SECTION !r, JOB NO. 2 1-74 DESIGNED DETAIL lot of I Ito 4 = 1- 0 APPROVED TOTAL SHEETS -l',e14IP IA16ZIZAT/D2t/6X/ 9" CO/JC BETE ~~,~ 61-AO ,QMF SLOPE - %4 PE,e /D Z3U/LT-UP SPOOF a 4 A COA/C2ETE' L/c/TEL 0 'fl)/5EE DETA/L -7 0. 0 0 - I SLOPE z2v/P PAD TD MATZ// E4U/P{L/,P,{U..V/ O ~ - - I I TOP of FDN. _ a. / FO~i.~'/1/OT,~J ~ e' 5EE WE/,P~ . il~f+LL EL.4~/3.92 F/N/SHED 69,40E .4E/'9DI~EO TDPo~FaNK/ALL EL.-06/2.58 ~l 4=0" III I•-IT i EX/ST/NG. GRADE a 1~ i I CDT. OF FTC. ~o _ N ... a '.,. EL. 9608 25 . ..~. `.a NORTH ELEVATION O ,D i I '. [ a I _ - L~' .D FL gG03.25 1 SECTION A-A r 5EE RDDiCIA4 8 " MASDf/'OI ' !~A'ZL -4"O1O2li/O A1641GAT/D.t/ ~.r1 X~G SLOPE Aft "PEe /-D" DEVA11- BU/LT-ZIC2 PDDF/IU4 4 "CD.C/GPETE SLAB U BO-/O/ I u BP /o/ BP-/OZ BP- /oz - . BP-/o2 0 TDooFFOrVEL 96/3.9 ~T0P0FFO.VEL. ¢6/2.58' ~, Z r/5 r// Va G., fA 0 E 1 3/`1"ALUMIYUM G,eATralc CT~P~ 5EE U/L, 5FF O /Z- ~TS'P) Nz TOOOFFpN.WRLL ~. EL. 46 / 3. 92 TOP DF WALL SOUTH ELEVATION EL. 4/4.92 .o. I Y; I I I I TOP OF F,i/O. WALL 96/Z. 58 F/,U/SyEO GOD e £G . 46/2. 75 fl I I '6 4-6/2, 00 c I BU/GTUP ,PQOF/~/Oj. I a m uA,e~ES-5FE E FAJD, PLAV ~o ~1 ~0 =o~ I f.Y O Y q J ~I AU1MhVZ1M LETTEeS 50LD/EC' STAGS L/ItITEL 9000. 75 .E L. s /z~ s/ ~(7W,) SEE OE?A/L 909 Z5 FL METRE AT M E N T-zz BCtCD]NG -~ WALL p. . t 6 .. 0 /~E-TAG FtGL~G -U.o ~4~Sf/RF.4CE /v 7;) F.79F I I SECTION B-B 0 lm l ToPOFfON. EL. , 4,013.92 I -F /~//SHED s/aa 4612 58 FZ Z VA71D0/V 7Z~POF FDrU.. EC. Z XIS 7 ///G SA 4~/Z.oO TN/5'r EGE!//~T/Oit! Z-O B~ /O/ BP- /O/ 8" MANIC J Wg55 WEST ELEVATION rye //L T-uP e&v, lzi 1314" ALUMIAILIM 1 C,9FlTIAIG a TOP OF GHANA/E'L -q, ILL,/D 1V5L15AT/DA./ D,U -o WALL 4614.92 4" CONCZETE RODE 5LA6 TYP - Too OF F.ON. 1-3ALL = EL , ~ G /3. 92 e ~►T F/N. {L. EL . 4G/2.OO HA k'AIZ- A uu"qu 8" MA50AJZ? WA/ L rY~-~ -- 6Z-122E 3-',0 X 2-'9'W LDU!/E ' `0 F//V/ SH,~O GPAO~ 70 'o 'EL. -~1G /3.92 SECTION C C F -Y/57'/NG G.4'.4O.E EAST ELEVATION DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA ~`4G~/Z'QG: PRETREATMENT BUILDING SECTIONS, Ek. ELEVATIONS EJP A.- C300 208 DRAWN DATE SHEET NO 94 DESIGNED JOB NO. 21-74 10 I 1~.- oll r 1/4 SECTION FILE NO. APPROVED TOTAL SHEETS //t/S /ALL COU147YIA G' //t/ W,,4LL AiVO F~/PE oLC/G FOR ~UTUFs'E ~.Q//lilfJR'Y CL4f~/~YE.4 SEE L7_7Z- _ /.4/G k PROVIDE 01-OC K TO HOLD /N PLACE 8"' :3r- 457 8=3 . 7-" 7"00 of s /,~UCTURE' EL~Y.4T'/O~V 6//. SO " S741NLES5 STEEL 4129.E ¢aEwll W,4 y A/YO FULL 30 .9.C.P II H 11 I L- /i(/STALL /V/E'W SL /pE' GATE TO Nl6- / ER ST,4UC7"URE- 3 " WALL P /!~E 6 1145f WALL !~/PE' 8 "~i'~ lN,4/~ P /O~' TH/Cf~E/UER ovER,~Lovi/ FLOW Z-//t/Z=- .ELEV 495=525:7, f~EN,COYE EX /S"T//(/G PLAN ELEI/,4T/O/I/ 6//. SD CO/VCf~~ /~ 1y,4// SEE'- Z /, G,4O1~/ /-O" F~EMOI~E FX/S -Al CE/U7-ERL/Ai/E ~o "P /~E FT~OM L /h- / S 1,4 77(5>A/ /Vo, /, FLO/i7/ L//1/E ELEf/ 05j07. -~-r~' f /FEE A A/O PLC/G HOLE FLUME //t/5~,~/ # - /Z "` F~EMOVE -- / //t/G HWA . 711VI-IEL OPERATUf~S, //US /ALL Cf~A/Uf~ OPERATOR O/V/ 7Z2/1-'6Y--r /il/G F c;r W/Th' R'lSE,4 _ /. , COYi/9p (THREE G4 TD /f9ETE~f'/yl,' O ST,PUL7U,PC~ RE/V/ovE ~X~ST/~uG ELEl~.4T/Oii./ 608. 2/ ` FZ UME //USEfs'/ cb CO/VCF~~ /.~- BAFG/~S o, 0 a 0 8 ELE'1/,4T1671/ 607.00' a 27FX/S / //[/G G,4 T4 /G 0 TO REMA//[/. 0 'O WATERS-TOF-~ /- 6 A #SsC' /Z ``EA. W,4 Y REMOI/E Tf //S POK/ %O/i/ h I O~ EX/S / /it/G o/FEE F~EMOI/E TH/s POf~T"/O/V O/=- Z7=/v/-<7 / 1AA57 P /~~ '~- -srE~ CDVE,P /iV/STAGL /t/E'W G.4.4T/~i/G SECTION a /./STALL . /VEIL/ G ,1:~AT/1V/G U ELE!//1T/OrY- G//.829 4=0'" REMOVE EX/S / /A/G /-//1 /VOWHEEL_ OPERATOF~S, /1VS /ALL C,17,/VI-5' OPERATORS O1V /UP OE EX/S T /iVG W17-1-1 .STEM t~ DETAIL ELE!/AT /ON 6!/, 8O 6' a I r O 3-67 "" r ,4E/I/IOf/E T/-//S oO/r/ 1671/./ 7V z '5 C-V.O' #5s O /z'E,4CX/ !/Y,4Y `~ ,max/~ / //V~ sr-,~uc.-/ U~~ ELEI/AT/Oit/ GO6.7S AOL7/T/O/U,4G Ss • / /? 1 />V/S'TALL 24-"4 e/F COUPL/NG /N WALL A/V/O p// `2 RL L/G FOR' FUTU,4E F',4'/MAR'Y CLA,4/~7E-4 SSE o~-,,~/~ P, EX/5 / /it/G 30 0 967 ELEY.4T/OrU (:2 ,4. SE- / /O/V 0 / V //(/STALL COUF:;ZlAlG' //V/ W.4TEF~5 /OP - W,4LL SEE ~~ /.4/L a ELE"Ii~IT1671(/ 605.00 7Z2, O,Q/M,4~Y CG4F~/F/Eft # 5s /Z "/-1OR/ZO/V 1,4Z- Z # 5s ,~/Ol~/Z; 4 ELEU.4T/O/i/ 0 AOG'/T /O/UAL # 5s AROUii/O OPEN//ii/G E,{"/ST/ila NOTE'S 0 #~sG'/z /J.C ~ F/TT/~i/G 6~,4TER' S /Oia /-O /. ~` - ~LAC'E ANCHOR BLOCK AS ,4EQL//.QE,~ ,FOR' PA,kS/-/ALL FLUME P,4Ol//L7EL7 Z. T-/E -=-X /ST /it/G 7Z7 /V/EIiY Fs'E/iV/FOF~C//VG ATALL PO//(TTS O,= 301A11/VG /V 2EW 357 S / /IUCTG/.QE /U EX/ST //I/G S?RL/G77Ji~E; . S1-14.121/V/G /Alp /CATS S' EX/5 / //V/G COrV/CR~ /E /d BE LEST //V F~LACE: -4.- PrP/MA1PY BYPgSS GATE Td BE Fig /EO !7//Th' LOC j'//YG OEU/CE # 5s G' /z `"EAC/-/ WA Y SECTION SECTION 8" ~~' -43/4 " Z-©" .3-67 " ELE'!/AT167/(1 6//.80 ' #SsC2/Z'OC" EACl/ WAY ~acK ANA ,yEys Q W M F /BE,4GLASS ~ARJ,~/,4LL~ 1 .\1 FLUME- //(/S.ecK'/ ' ,4OO/T/Oil/,4L # 5s o'.~ AROU/V/L~ Of~E/V/iV/G I fl - F- I II II ,SIT1671// 6707. 96 " ELE REVISION DATE ELE!/,47-16?V 608. Z/ THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS' GREAT FALLS, BOZEMAN, KALISPELL MONTANA ELEI~~T129.1/ ELEV. (00700 06. e3 r a a a_ WASTE WATER TREATMENT PLANT 0 O ..6 • • • • • • • • • • v BOZEMAN, MONTANA - PARSHALL FLUME a DIVERSION STRUCTURE N0. f PLAN 8k MODIFICATIONS #~ s G~ /Z "EA, W,,4 Y 1\ F/LL 1/67/67 BEitIEATf / //USE7~/ W/T1 -/ CO/l/CR~- / E Gf~OUT n Q 'V E.P. A.- C300 - 208 DRAWN OG. we DATE GAG' /9~ SHEET NO SECTION 94 DESIGNED G..~1 JOB NO. 2i=7a 2 APPROVED FILE NO. F.B. NO. .TOTAL SHEETS e' 2 -O~ 2 =O"/ 9,_¢M O - T I 2\ J -~ ~T I I //H I T~ `V G//E.Pf/,4,t/G 7'W SLOPE //¢%i O' OI .POOP !/E.f/T f INSU[ ATia/V 4~Dyf,PETE SLAB T .PGYJf BLQG/E.P I O-~ ( ~r3[~~%/4%rte I ~ ~¢' ~PODFD,PrI, W~~ONC'. D.Ea4i, N V PAD POOP oP9/N ------- SEE 1~E'T!r/L BU/LD 0" MAX. M leeCT O M Wiry iNS&L,4rioN I I s I/=7 a I I I I I I A 0 I I II J 80' _l 'o ~~/~//s,~/,E~ ~LDD.P 6D 9. DO f I; II I I I I i i I rl< I I I I ROOF PLAN 1 _ _ I ~ r- .ter ---- I I I L I I I I .I I €I I ~G l> I L\ I II NORTH ELEVATION WEST ELEVATION EL. G/~S~ ~3 , , @ /2 ~D. C. z ell .: a^ V ~,PDOF!/6i!/T //OSE ,P,4f.Y Al . G,Po~Tsouo .L~osE6/B BDif/O BEA/Gl I I a N ELGO .950 r I S"BD/f/OBE.Q~L/ II !//Z'x,~s 9 ELGO7oo 4S~3 Da c. ~'v/G.PDUTEOfEfL O ELGOG OD FfO~JT /~f/O/I~ITO.P~T.PLr/S~rf?lE.P ~S BDif/OBEAiG1C~4-D'"QFF FLUiL1E-EL GO-!. 33 ~~'/it/TTGIo rr-D" fl6rD~FLOD,P ~T-\ 00 . . SLdoE 2"TO ~ T T.~!/E.s'EiUE.P ~P.4/if/L/if/E 13 CLEAN /D'D /E.f'rE~/oi=o/y7D GD,vI,PErEJ E,risr/~ E~l3D33 SECTION 8.. .~Tyo zd' " 3/~f ~Y6Y Ga 3 nr.~cD,t~r b-rPJ cS'•CTE{~.DLIiES W/T.S~ ~S/iJiYOK///EEL ,O 3 "ABovE ~voaFCa~,pL-TE 2~ :e 4' 5' P.~l~/DE .STE~1 DU/OAS o Ism 1/2 i - 6' D S PE ?"IV 17 O T,0// ,fZX-1z W z:.?W/.C/L/. E 3'" F,PDr(il e7YR) 4 P,4,PS,~//!LL FLU.aii1E G,ewxez F/LL Ism NOTE: T/E /I/Elf/ FOUNOA7--I&V e FLOOR 7V (~ -X1571WW sCU/;/ .Ii'r /59LL. D~ N .f/OTE/. 4LC B4PS S~/4LL BE ~E~l/TE.PEO /rr%/ LDrf/GPETE !/rl/LESS A/OTEO OT.l/E.PG//SE. Z S.~/.4o%UG /~/O/IATES E,~/ST/~/G SU~f9.~ , /'~fi~OTII/~TE.P-s . /D l l I. DATE REVISION. C'OrYO.PETE F/N/.SyES {~F SLAB - FLO.?TEO .~YOo.Q SL,9B - TiQOWEYEd IYALLS - SAC,(~ED ,4,[3ovE-~,PAAE by COrV7.~CT K//7fr SElI/VOE THOMAS, DEAN & HO.S,KINS INC. ENGINEERING CONSULTANTS rUf/ Q 1 I I ' L ---J GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT` E,Y/ST/~f/6 SU~yP BOZEMAN, MONTANA - 14147.5.50 ~3 SCUM PIT SHELTE R 8k PLANT FLOW METERING" STRUCTURE f~ -3-8 EX/ST//(/6 SU/G1~ E,~/ST//V25; SUifil o SECTION A-A E.P. A.- C300 - 208 r DRAWN DATE OCT80 SHEET NO. 94. FLOOR PLAN FOUNDATION PLAN DESIGNED JOB NO. 21-74 23 FILE NO. F.B. NO. APPROVED TOTAL SHEETS , Il -Oq 9' w 9=3H D \ `~ -S N -T L B" / ~-p N 8/3// /O'-Oq Ids" L I 1 `V f I R 4' l a: r U r / "~"ryP r~ J I ~ 3~p•• I¨LV\,,~ ~ 77' I //'-oq I- - tt 0 r---- T -- r ~o Imo` I J ~ a N TfrP S/yl GL~T.4/C n S/Od'3S TPDLLEY q A 0 _0 Z'D ~I ~I I I-_l I ~ J 71- 9" i n BN I T///C3fENEO Q ~ -I-r SLAB ,~~'~-1- - BS ~3 S N( /~ a NryP -1 8"TYP 1 I ~I ~I rI- -- - I W co a \1 S~a/.gB Q \1 ¨1 I-- L_I a o: - J I 1 ELE!/. = 4597./71 O o~ V /,tea I ~I 8'SG4B 1 3!O" EY. = 45.97. /7• k / ~ EL.9S~~70 / T FL. ¢5~9Si (Tr,~ ) a 1 ~ Yz -45ve;rs" h 0 I BS~3D3~ I I I I I I BS-~i --------~ L1 w S .///VR Iozwl0~rr SEE '1~E"/A/1 k 8=9" t ~l PIPES S//ou/N 9s N/DDEA/ A/PE ON EAST N/ALL OF T//E L6Uit oiN4. C ~!Ka ~iLf,GL~T,4/G ki I I I L 4 =8" t li l l l_-- EAST ELEVATION Y~ L 1 L L O J a rb~ • o is':ll ~b^,s-o7o O t ss-.~3 r f (0 F'WC- De,,4id SEE .08•7WIZ (?4, 4~D .~-E`l~crTFl/G T1~0 /~ ~Z" /O =3N ROOF PLAN I , 1 CONCRETE F/N/S//ES AREA Fivis,~/ //t/T. FGG~R SG4f3 - Ti3OK/EL EXl FLG'2~R SL/gB - FLG~QTFO f3G7~F SLAB - FLGY-/7"Ep EGEd/~'TEO SLAB - Tt30!/(/EL. //t/TE,~T/OR yY.4GCs - S.4C.~;EO /FF.~'$SETO l//EK; f3GY.E~L/ /F/iV 422.. 4Cr At// T// C~f,'~C/it/O OR SEG(/,~l/E Ed'TEF3/DF~ !?/.4GLS - S.4G'/YDv -4.~~'E!~r44pE r4D//~f! F.~ELOdr/~rf~9GL~- ~. /Iva5m/TACT H//T/~/ sE-w.glE ~.g/Y/0s 0 2 n fe.+'1VS - 5, q4 -5-7;;V /W 5~-: FOUNDATION PLAN 4 r t NOTE ~ SEE NIECXIJN/G4G F'Z4NFL34 FLGi0.4 Of3.4/N LGL54T/DNS. SfGt4lff- CONC,4ETE FLC103 ~IA.B TU FL ~R O.•4.4/NS. IAIV ZMCRG•/S lti.4LG s DEL. 4(008.40 i .BS-ZD/ k I 0 - I III= Ili IIIII IIIII -m /CJ , /O'-8 N - NN N 0 E~/TEf~ /N !/t/.4LL i 20 I d i I~4 ,SECTION 24 c't's' NNr I P FLDJF~ELEY. Q'D Q f r P i ~la8.O -'S@/toe. '1/2°- Is- Out 611 II Z BS -zo3 51 6w 31 4' -r- i O .1 N SN A HA~!/D,P.!/L QN !•t/rV 0 M I CENTS /// ~.9B EL. 4597/7 Z Z •L 2 IL z z z c / • t HANOR/I/L 7~ q 1 G=3 2= \1 I 1 ~ALUM/NUM LETTE,P.S c ~ vl N ,P~FSLD?E% %/O "" 1 L O 1 1 a v U i Z O SECTION B 'NJ*-e--LI-T STATION A7zV1zTZZEY..~97. /7 1/2"= 0-0" rl z-z9 0 h ti E/t',~//4USTBLD/f/Ei3 8 "X8 "/NLETLOV`E~4 , 1 Z Z W e -'OET~J/L z z Firris.~«DD.P i DATE REVISION z I N L I .1 M I I J I I 1 THOMAS, DEAN & HOSKINS INC. s a`'7 1 I lip ENGINEERING CONSULTANTS O rrrr 3 rlN - - - - - - - - - - - IJ (iIJ(i (i ri N C//f~°ULAR ME~,s/.sW/CAS I I i T{~fL~ TiS//M,dLE WASTE WATER TREATMENT PLANT i i ( BOZEMANj MONTANA I I i LIFT STATION NO. 2 PLANS a MISCELLANEOUS DETAILS 'V z BUILDING PLAN ri EP A.- C300 208 I-La -jj DRAWN DATE SHEETNO 94 DESIGNED 21-74 24 101 51 APPROVED FILE NO. FB. NO. - SOUTH ELEVATION 1/4 1 TOTAL SHEETS {Y T' 24 "x.04 "HATCH SEE M/SC. OETA /L SHEET 3/4".tEY <TYP. j L-4EV. 6 /O, 83 4 'iy,4SONR1' QGbGK •4. s #t~L012"O.C. l all GROUT SOL /O-~ /YooF StoPE //4 PER/-0" iPDOFSLOP£//¢P6R/-0 s :a: e ti. -ri S n zi III II1 6-O" H4NOf3.4/L - -d ~3D II 7 n I m #4 ~/2"'o.c. v 2 "CCE4t3G~ t/!/ET 1 i TO.vOFCU/riBELGT! X608. S b EA.. WAj~ • 1 ~a N/ELL ONLY EL rl6GL900 ELL~ELE!! 4G 4 8. o e4 Qy!4 A: O- 8 // L P G/~'./t/O ELEY. 46 0~ . 5 b• n~a 2v q00 0 r~ J 11 oil 0 119 h 170 01110 1) 11 III 7111 Oa i oe 111 I =111 ~1l =11 ii_ _iii III I Ioll1 _,II II J L "4N0/NG tD tlll~ Ili s Elm III RA -1 I ¢ a/2'o.C. ui ~E'LEY. •¢G03.42 ,o o._ EA. ly.4j~ llspl l - imill I - JN 9.. /.~G' 9"Z=G III b P - b II - r i i AF" A _ a IIIIIIII Ill IIII VIII IIIII~IIII k°VIII 101 ~mplmm it A ~L - z& ! -'a¢ &/2" O. C. . 4~0 _~ 1 !/4TEl~~i4GYJ -Al G~ MEM~i{/E 7YP 5 Dy a d Py PF -7 7-Y1' EL E!/. -¢597. /7 e~P FLooR EZ,6V. 4597./7 v b •b a .d•tP •Mr.a4, -Avr P; a' 9•sctKr•~ a: /b :P F. 4a Q '.0 a 6 P~ i GOrUC.4~ /2~ F/GLET A. ELEK 4594.67 3''COit/Cf~ETE A h 3 "CO~t/C.4ETE 0 a'~Ca/2 "O.G..~ L SECTION D . -*4 0/2" o. c. H4, W..4Y bY.47"RWOOF/NG SECTION MFM/3R:4N~ SECTION 10' 0 1/4"= 1_ 0" 10' 5' 0 1/4% 1 0" I' ~1 w~ e~lo 6YG!/F - 4 x4 - W 2.9 x W 2. 9 FLASH/N6 - TYP, 4 "/NSULAT/ON - r?~ :%'tit'•$};:'• S,9•'•:~~: ;: ~~StiY / - 5 X CoNT. Tye 0 71-- 12 "0. C. . e b BS-.3O/ B ""3oNO ,Q~-AM W12 4. W/ 2-'-rti BARS '5 OOPV.- L S lIV70 5S,41v-1'0,q f 'Oor Sl-,4S /-.5 l%ERT. -O " o. c. TYPICAL COLUMN DETAIL W/ MASONRY WALL W12 4- 04 f 0 0. C. 3/4 "=I 0" .5 X 4'- 0 .EMC3F.0 i;; AR 2 - O " INTO 4CONCR-I TE 'E-1tjCE0 &AR, 2 C> INrO C0 -VCRL'7E W,4LL #$ L218 "o. c. 2A 111"EK ¢~O"8.00 1 f F'L OOR EGEI! /arrr 7 Ate•@,2"0. C ~j 7-IZ-5- 012 0. C. gs-zo,. BS-2 0/ `_ -1111 e ? Al fl. 4 @/2 " o. C. O,O 3'le 'CLEAR '411- 5 SE E Col- 6IMN OZ'7, CTR_ IiV S'L_ "GB STO,+~.4GE X43'/if/. TYPICAL COLUMN DETAIL W/ CONCRETE WALL 3/41 1' 0 GY<1TE~OF~GtOF/N~ /~~7~9f3fi/Jil/E T7'P " ¢ 121o- C-'-,C4, . W,4Y $" T{~O - r N c " // 4.57 77.1/7 FLOQ, z-LEV.. DATE REVISION 34- hzr ENGINEERING CONSULTANTS, GREAT FALLS, BOZEMAN, KALISPELL MONTANA ,f WASTE WATER TREATMENT PLANT, 1-:?"S610 SL ,41.3 l~EQ U/.PE/J FOR MEMQf2ANE WArERPRooF/NG, EX TEND 4- "PA S T ST.P(/CTURAL, SLAB. BS- /O/ BOZEMAN, MONTANA LIFT STATION NO. 2 STRUCTURAL SECTIONS ELEVATIONS Ek DETAILS SECTION B•B E.PA.-C300--208 , DRAWN DATE SHEET NO 1 110 6"1 94 25 DESIGNED JOB NO. 21-74 TOTAL SHEETS i •. ROOF ORA//V SEE OETA/L 2=a" a" 4 =/O" X'4" /o= o" A011 /b; ' .04:10 8" AD" /D=0 x t`~ 1 u a ro 4. i u -I I i I I Z=O,. 0 _j -BF -/O/ B"I ag` I s_ /=L. EL. 4S97.GYJ 0 ti 4 i`t- 3'-8"TJP I I I I I .a I L_ 0 NE / W i Z =O"TY~ O STYE "ilk SEE'dET.4/L I 28 /-'D ~TYf~ l I f- BF=/o21-- 'Q . vet r ,0 - Aso 11'~-r ~ - -IJ -J sf #,r 1 Z . A v >Q M /D" s NJ O r ~ _ iV V~ ° I I D'• h I I r O II , :s l SF- %02 NJ R o/PE PENE- TX.S'T/ONELEl~.4T/~/ 0 sEE L~T/I/L~\ SEE DEMIL LOl<fTE SU~~ TD .SG"/TEGY//~.G1E.(/T rx SEE DETA/L Z8 a r•. W ,D L-/9 - !- - L DUl~Ef~ If ---- ~8 Q 7'- =r i I .C SEE P/~E,PE~l4//~/L /UOTE-'r3~ ~Q I Z 1111111 i / ~'"z"" t 3 ~/O o~ s I a ti ~Q I !p I I WALL -1- 7AN i - -4- - I JAL/"~/~ ~1 00 - y- mot. I I / i I I I I I ,E3F-/o/ .~ryo ~0 / OD / I { I-- / o,• r b~ a_. 5.c.~ ro7 9=¢r, /~ / ~J M FOUNDATION PLAN , N ~ -D /7~1v" 2 =~3r 9 =4" ROOF PLAN 22 r 1-15rla::91c, _5z'47e5 ll~.4v / ./4`!P fL.EL, fS97D0 Z 16AR5 13"11VTO W141-L ~EX16-rlA16 )114Z-L O'c- l'v"vz_L. SiD" / h fD,Poi~o~vET.~~riov COLUMN DETAIL WITH MASONRY WALL SLY- CONWOM ELE//,4T/Or%EGL~Td/G DETAIL IV `mil a DETAIL 3 a 8 37Z_4`Z "Zr")II` 1/2 ir 1 0 M@%2 3 Is 'V 1/2"= IL--O o i NI 1 It 1/4! = I - a -0 0 ti A9 SZC71ON O/- 71-6-2-5 1~ B iF 2O/ /6 ~~ CONCrQf7f SLAB 81" moo" 2'2 r6WE'l 7- lvaol" 15U16 1rZ OO)F SLAB t> r COLUMN DETAIL WITH CONCRETE WALL CWT Az Z9 ZZM5,6,79 MOZ-15 ly4cxz9. k/j_/zs hy 54CIMIP.49OW- SLAB ti3 'E:4 ~- rr sssr WSW- 1 I DATE REVISION r ENGINEERING CONSULTANT~ IN ac- 2 'H A/f~ OUCr~ 8" Q~EN/iyG I DETAIL FG. EL.= STYP-- S /D I GREAT. FALLS, BOZEMAN, KALISPELL MONTANA a ~ M " ZZS WASTE WATER TREATMENT PLANT i it I too i MONTANA 1/2~'= FLOTATION THICKENER BUILDING PLANS a MISCELLANEOUS DETAILS COZ 61011S u. b 1 E.IRA.- C300 - 208 L-/v5- "zz rOU!/Ef! f~/n"-4T/ON SEE -~ SECT/O/V~ DRAWN DATE SHEET NO I 94 2. DESIGNED JOB NO. 26 MAIN FLOOR PLAN APPROVED FILE NO. TOTAL SHEETS Z 004 7A01,-1,_5',Fe,%F6N7101V LGt%4TE SGfT~OTO -Sl/? B".BL oCK WgLL E!J!//%4Ze I/T Fl/..P.ffGGst/EO ~~/~ ~c. -*4 012 0~6. Z,4, C7,,r IA/64,413 .ice l `) 1 FL.OOR EL. O5.G7 O I: ~f OU O J 1 00 v6 I o LE~f/lT//OF4'~( a P/PE 3- 14 X1e,?1zavr4z'- BF7 -.NO / C r,Q /N .SL,aB W/ 2 "~¢ L4/O /rf/PG4lE 4O/ax 14 O .QooF %S[oPE 1514 O " BEFO,PEG4//,~- 8~ ro ~l/TEUE.f/!3/T,! /if/TE.P/O.P -< lev, GCE SECTION .*4 27 SECTION G1 27J fl b 22 A/ W*Z- - 4 x-4 - W. 7 U12-5? 11 CQV77. It / - *S- &,3 0.c 14 g f FLEL. 4GDS6~ @/2'D C. {q, f' qr fL AGO60~0~ C 'rR /1V Wi4 L L lit - 1T V-O IllTl 1' ut =r -GfS C/~!</illFE.P 0 O 0` Est'/ST/.f/G T/Jit/.f~ !3.4LL~ t /' T t n: r;- 5- do? 0. c fL EL C. E,-7 W,4Y C7;f. IIVW,4LZ- i B~ ~.4TE,Qsroo ~I Q/E!3SLdB~ { a~ r Sl/,fi~O c. 'tx ~a 8 ~6a C'T,Q, /N SL AQ d "A6O1VZ? 43E,41W W12 - d4 Sa .•~ ~r'4- s: O„ O U ~r 6 ~.('/ST/~l/6 T.4rf/.~FDDT/if/G •iXl l 1.4"a~s'9 t E.Y/ST/~/6 T.4.f/.f~SL.4B~ 41 sa~~gPT ~lS,PEv+//,P.f~ 4: P BY iG1li!/UFACTU/PE 4 :0 N 0 rn )/,If /f 'ICY - '9`g~/2 0~ c, 10' 5~ 0 SECTION i 1/4° = 1 o„ Pw 'n -1 I 8 •• //2 x G ' ADr/USTAQL.~ a4-`.4 ~/2 "O. G'. GTR. -314- A~5-Ar-'41Y610AI L/O/Al T ,4/vCHOR ,BoL- TS IN SLAG OR l PALL T S 6-8-F,-o 0-c. W,41- J W,,4L L -~,4/L /NG BRAC/TE T r DETAIL A/ k v~ ~ ryo No SCAG B iV4YE 4'- '04 &WeS 44CI~ W-4,0- All rq 3 " c L ze,4jq A-,?OAf 46o rram 0,v Foo 7-INa. r7'~~) R\ W 7 -PI -7 INK- } f .s v V 8 "BOND /.3E'AM -a,, O. c- ~-o F- W/2 Jr 4 TYP. BF- 3O/ B,~- 3O/ -:.3O1 /NTo MASONRY W,4LL wwyT 4tX4 - W,?OXWFO J 8 ",BOND BEAM W12 O4 . O „ 0 . C. ?v~- Z k4 Q J -5 x c~ 0.3, 0 10- ZA146IF10 j9,4R 2 -0 SECTION L-/4 L- /G ll k a'\ 2 "o. .fi10TD,P D/E,P/ITEO/ -"k'.¢ &12 "o. C. ,E'A. kl4y G TR. /N 51-40 \ k A4 - CO- 12'~7. C. 50'3 -0'"0. c~ 0 2'- IL-0" /~LEL.4GO5' 7 j~-W.~f//F. ~x4 6 d j IfE WZ. Or 1v1.-B~ #4 ~/2 "O. C. ;0 z,_o, \ I # 0/2 "O. C. N C 7-,F /A/ c5l-,40 _~- 5 2" __-I N CLE,~f,B L _;~ // ~ I /2 cVW,~~rCr 7-ddllj~ O -a. c. N d` IA17v CaVe. kIALI- ~541z- Z 7 *4 ;1L012 0, c. #5 `'/2" 0: c. -It4 (~12 "0. C S Tye ~ L- ~EEOET.Q/L l t ZI I ) CLFq,Q W-5 2 b Jl 9 2FOM9 eE,41vf W12 - `*4' O O C - DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS ~1 ,0 0 GREAT FALLS, BOZEMAN, KALISPELL MONTANA c. '12'~9 C h,4 W,4k- WASTE WATER TREATMENT PLANT c 7-R. kV 6~1-413 BOZEMAN, MONTANA /, 0" @/2 0. C. 4-N. W"Jy ~' to W V M lqw~ ee FLOTATION THICKENER SECTIONS EL. -~3 ~vv Typ. GrG4TERSTaP- 1 /L.fl.4Ss'Z0D 9/~KEY E.P A.- C 300 - 208 8" / `4 @/2"D. C. EA 1 wY, DATE DRAWN SHEET NO -e5r -iv /pa, o E-4, WAy SECTION SECTION 94 SECTION 27 JOB NO. 21-74 DESIGNED APPROVED TOTAL SHEETS iUDTECI/T 3D "~.S~DOL E7iEil/C//T/lE.i/S77.UG T. iwr!3JLLS/.f/S/OE O!?S/OE-LEffUEG (/- .PEiLfDUE <ILLO/~E /~f/S/OE T4~/~ TD EX/ST/YG r/l/.UfT/Or(/ .ST.PLC~TU.E'E "`'3. y• 1 0 K S 3D sEE.f/DTE e17 i EL4 -we i .PEi!'!G!/E.4LCS7.~Tl/.P~YsifEC- C~PD!/T SMOOTH r Iva t_ Y P 3" WEST ELEVATION EAST ELEVATION DETAIL • 11 2 3r 4r 51 1/211= I'-O11 G" ALUMI,vuM LETTEE-3 L51/LT-UP .Fa9,r O/! 4 /, l6l_&si•70AI ,pODF SLOPE %a %/=D" G~ EC~S98 Bf' 8"tirAsl~,u,~y waLc EC4s9xvo 4, r' .. -rr-D C- /S DETAIL 2 4' 51 6' Is it 1 31 1/211= I1 -d"' NO7E- FOR PIPE W4ZL5 PEN& le477OAI UNDER 3'r SEE DETA/L -EXTER/e~ -50ur//- WEST cove /F-R OF 0///L D/Na SOUTH ELEVATION ON rx zz e o n Q e o /LL. ¢~ n /EL ¢.SY'3?c{7 EL; ~S9B,Sa K EL4GDS67 SEE TREAD .DET.O/L /~4 1 t EC~S97D0 2-0 ~`¢@Ile D.C .PE/iV,dZWelW, 5. 7Y.? `DETAIL 3 LDl3E.PSTQ/.P CQ I%211- 1'- O11 6u I' ,L1 31 41 61 30' 20, 5' 10' 0 E!!Cf/l/,4Y 0 'e`er@/-"Da~ ~ III III 22 ~n ~//~.oO~PT BE,4ifi1 3' 41 5' 6' DETAIL .UDTL/! .UEG/ L/.4L~G/,Qf/ BEAiLf TD ifi!!lT«! E,risT/ruG T.4~U:rL3.~«-BE.D.G~~Uorro E.rTEif/O iGlD,eE T.r/ffR/S~.4BDUE T.4A/f'TD?. DES/L~/ BEA(i! BY MALt/UF4CTUeE.Q TO S!//T EQU/P~Eit/T FU.P///S//EO. i -J DATE REVISION THOMAS, DEAN & HOSKINS- INC. ENGINEERING CONSULTANTS GftEEAT FALLS, BOZEMAN, KALISPELL MONTANA r L y 10' 5' 0 '.I/411 11- 01t 1 R-q A/EG/.S/4R WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA r-L FLOTATION THICKENER, ELEVATIONS 8r MISCELLANEOUS DETAILS E.P-A.- C300 -.208j_ DATE ~TBa DRAWN SHEET NO DETAIL 4 NORTH ELEVATION 94 TOTAL SHEETS JOB NO. 21-74 DESIGNED ~4// !3!3O 28 t , M 51 1 0 FILE NO. F-B. NO. APPROVED 1/2"= 1L oa r - , a , -.- .ate' A/OTE~ 5TA/E AND WA&CWA4),U0T __lWd43X1 FOIZ GLaA'/TV 6&E- WRLkWAY ei OW-UPPCGaW 59:d•. /o " E,gFFLF 5y57EM 5EE .5Ec not/ CyLDR/rf/E.~:UT/GN/O/FFl/~7C/.UE 31~o" IAUFGOW P/PE l 5TAA1DA~O, HAIU0ZA/L W/ K/C,ePGATE SEE PJETAIL EXTE IPEO OPFE~A7Oe W/ 5TAA/DAZD BRACE FA.STEAJFD TO HAA/D,0A/L CTS/5 CRATE zn4k-P) Cy/1i34/NE FEES/OU,4L .~4MfCEUr1/E z" 3G" d/1TGEr TD r -- WEI,e5 SEE ©ET ID",5/7ZEIQoF ,E~74_1.f//1(C W4LL CCOA./C~ lo" CUAX,,-rETE IkITEE/D,e' WA-(L I 3'O"X9'"d SLUICE GATES W/. aFFSET FE FESTAL LIFT AA10 STEM CO3Ees SOr O/FFUSEfT L/rUE-/%z " 2"L/.t/ETDFZDIT//i9ETFl; T.Y.4NSN//i7~f~ A15,5O PO.eT/bc/ DF IO" IN T- 61A G TD wIAJTAI,V STfJ.. CfFAAJE e F~EDE5TAL L_~1/CL TDPDf EXT15EXX WALL EL EV. = 4Go7. ~7 ELEI! 46o74 7 I WALL ELEV = 4~D547 S'GU/CE MATES W/ 11 VIII III PLACED FKAMES ~P /CAL 5 LOCAT/O~(/5 0 /ZPLU4 P0,4/,U 041_t/E W1 y,4,V,oltiyErL OP67?.4TdR illl~ll I[D =llll= l~l I TYPICAL T/G?EE GOG<1T/Dr(J5 -O 5t`CDA/ceeETE 5LA5 L7YP,2 ,SOLE DP TN/G.eENED /~5LA5 g,Z.6VI W/gLLS / ~ /O '"~XTE,P/DAP CDtIC.~ETE RE TA/,W A4 WA4/3L 55E 5EG'T/,0tt/5 T1I/.5 -51-IT SECTION 5 " CDrU/PETE ~P /%' STAd/DA2D 5E DE7A-IG 141 -AIC. Wlel6KPLATE 3=0"x4=0"5LL1/GE aATES W/ OFFSET PEDESTAL L/FT i~ AAID STEM COVERS L FR /4 ~I G A ~V SOz .'UT/ON O/FFUSER-EOET,4/G 'ELE//g1OO7,47 , r /O" EXTEC'/02 PE'TA/N/,t! _J 3-D" - - Z.7/ij I WALL I lO=3" =7% 3=0" II I ~ I ~I I I i5 I II Ilil ti e7, C& A /0 e it ;I ,I ,I s~EOETiric ~O.PTP~ 0 o~ HI III NOTE SLOPE FLOOrP TO DOZ41US I I MAAIHOLE 5TEP N A I— I ,I SEE' DETA/L I r_---I I ~"><G" D,PA/,UGATES 3=0 u 4=D"ilPE(//t/la WX8 " TUPPE 'F " WALL TN/MC~LE I d A I SEE DTL. D 1 I a I o. A 11 I I I 1 4 2 t t i I -A~ A L d r -~ O /Z" -'L U4 D.CA/AJ VALVE W/NAAIDWHEEL OPEZATOR - SEE WALKWA'I PLAAJ A M11P F02 LOCAT/DAJ TS'D/GAL 0EGOW /D" TYP/CAC BELOW A17,5Eeioe /il/TE,0/0,e WALL Z "L/NE TD {LOK/i IETE~ Tf~it/S/y!/%TE/~ G" WALLS 5=0" 140" 3~G"~ /D" %Z 7`rP/GAG SECTION UE.PT/D.4L ~Drf/ST3D/if/T~EOET.ct/G ~Tl~O @ G LOl<fT/Oif/SJ /D "EX7,EE16 e CD/t/CeETE ~'o'X4~05LLIILE GATES W/OFF56T /% "' J7A_AZOAPD AGUMING/M PEDESTAL LIFT AAJO 5TEM W/ /G,C,PLATE1~1V71AIAtIz?0AIZ E PE 741L /a 5/ eEMIVIMl 11/ALL i(/OTE' `UT4!3Llf~l~iP~T/~f/!~ ~LYSZOrf/T/TiU!/E 44 f 7110: ~p 0~/ 7 ,oEOE~T.rIL BASE ALUMb(/UM 5TA/,e5 /w . NAAUO,eA /L TD WA/XWAll // 5EE DETA/L ALILIM/A/G/M C CAT1A14 0 I Z7Z' 74121- EGEI% 4Gv7.¢7 ~nl nnn unu uuur tuunm n Jr-D xQ-G"yam TH/G,C GO.t/CRE7-E PAD - . W/A4~ /Z'QC EA W4y T C,::7"ECT 70J S/OE{Q//~Lff .~6£DETA/L s/,Gf. oE'7.aIL // (17 z Ilaze-5 I i z 340 x4 0"OPEiV/~tJl~ Jf// 8" 7~' 15 G " W/4LL TN/MLLE 5EE SET 4/G 3 30J ID" TNIGK 5 Z-A0 0- 4'IlWla,4T/aVOI/MOS'Ze7XWL/NE r ' SEE DETA/L TYP. .'. T. 4 s a r/z•soy SLUT/orV __w/vlQF, LIME -z O/FFUSE.Y LINE 51 O I IS 1/4!' 1 0 rm /3'B" 1UOTE' ~ICC GATES SLU/lEl~ ArES sEE CHLORINE CONTACT 1/8" _ V-011 0 51 _PLAN 20' BASIN 10' 15' SECTION SE~/E~ULE-.5,~/TSZ /OJR 66e Z257A6 l /z" STAV49A,eD ALUMb(/UM . 1.0-ZW72~ZIOIC eZ77-41VIA14 WAZ.Z--!5 HAND.PA/L W/,e/G ePLA TE .eEMI VIA14Q,P AIG 1'W) PAFFGE SYSTEM SEE SECT/d.(/ -446O7 7 ~E,G~T.4/L .~ "OUTLET TO 2/I/E.P ~"~A,r~LE ll//ILGS CHLI0Z/11E D/57,eIPL/TD,e, PIPE FULL WIDTH OF CNAAJA/EL W/yi' I-/OLE _I - ALUM/NUM C,XATIA16 DATE REVISION _9i~" /,VFGOW P .SEE DETAIL 1 I Il /Coll? ICE NzoRcle51wlvv**T SLUICE GATES W/DGE"SET PEDESTAL GIFT AND STEM CO vE.P5 IYPIT :THOMAS, DEAN & HOSKINS INC. 3G" /,UFGOW P/P ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA 5FE DE 7A11- II WASTE WATER TREATMENT PLANT C//LD.~iNE~xUriON O/FFUSEi4 4/NE BOZEMAN, MONTANA t CHLORINE CONTACT BASIN PLAN, SECTIONS, DETAILS et MECHANICAL DETAILS o" YD 6" TITICK C0AJG,ETE PAD W/ 99 e le"D C. EA. WAy 1 E.R A.- C300 208 DRAWN G,4TE `8 5EE pETA%L SHEET No DATE G4TE~/D SECTION (D-D 94 29 EXTEf/DED C,PA,UK D~E.~1 TO.P W~ STQ,t/DAPD EeACE FASTEX/ED TD I-/AdID,PAIL l?H/5 GATE 6~&e IIAA/DWHEEL OFEeATO,2 DESIGNED JOB NO. 2 1-74 WALKWAY PLAN BLOW UP l,4TE~ TOTAL SHEETS APPROVED 5EE 16'0" N/G// /D" WALL vA Foe ,2'E/A1,~,P.GEl1/lEit/T' '~4~ /Z"D.C. L/D/Z/Z fT/PJ ~ 5@' /2""O.C. 1/EeT lyl;OUi1/pSUf~F~1L~ ~A~ -am 'AwS 'V4 IV /Z"D. L. NOL'/Z. EACH FACE ti MAA111a1E STE,~3 5EE OETA/L ~S ~ /Z"' D C. 1/E,PT. EACH FACE 711 Z"CLE.4.4 TYO T G,0DUA/D 61 ZCAGE I if/OTESE~~G~I~I/,~DrPDDrf/ST Z ~/D/~f/T COG4T/DA/- CL~ GG? I !I I /o"CO,f/C~FT~ WALL /O //Z"CC.E4R 7~0 ~1P/GAL OPFi IIA./G /A/ WALL FO2 ~! U/GE Ca~ITES wl TYP_F "F " WALL TN/MPLE5 5EE DTL it .O I_ 3e o ' `/NF1'Od l/ GY~COUPC/rVG 2 ADD/T/D(/AL ~ O D #4 Bi9~5 iIJUP,EO /.t/`l/,4LL ~ 04 /Z"z~c' WAiI-~ P /AI lo'• W,4LG) CENTCR 1 /,V /D" WALLS /:0•• /L, "1-114# /D "' WACG ZL /A! /D WALL S) /'O.' I 1•. 1 i `P FDA' ,2.~/~f /,~02GF~lL;,c/T 4 ' @ /Z' EA Gf/AS' r G'" BAF~L E WALL 5 W/ ' CENT£fi //I/SG4B ~q~/2"QC. TyP/GAG Z-o /A/ 67" WAL,GS of &/Z D C. (TyP I zo /~/C/ ~" df/AGGS~ 9" 3/key - ~`9 @ /Z"'D.C. 6f.. WAS'` { ,4TEfi.S'TOP P -YAO ~4@ /Z'OG. K WATft?STDP 3 -'~q X ~ iiUl. &V &/Z'DG /O""1 Z =/r, xCOA1T. 9" 16" Z=/" 9 ~4G /Z DC. 1/2"= I t- p" 0 6" I' 2' 3' 4'_-_ 5' 6' TYPICAL WALL REINFORCEMENT' DETAIL. I/2" = i p" 0 6" 1' 2' 3' 4' 5' G "CDI/C X1ALL ALUMMIZ144 4'A71A4 sEE `v,~~4y I'Tav BLOW-Up FG12 O/MEit/5/DA/S, /O " /D" CUrt/C~ETE W,4Z Z, 3/B"x4"AA/Cf/ClE i ~JG T5 - ~ EACH GASKET- 8 3/9 X 31.1 "X 3j4 „x %B". 7///CC' ALUM/AIUM ZEE /O" CO~UC2ETE WALL i i /%z /3/4" A~ • /*" // -4- #Of BA25 x45-3" Hne&. '3G" INFLOW PIPE W/COUPL/Nl' ~9 5TIEZUP!3- GG /Z"D.G. STEEL APE/~CIFDI~CEA/)E,UT SEE 71%P/GAL, WALL ~EIA.IFD,eGEMEAIT W I Pou,2ED /AJ WALL / %z"O ALUM/NUM BEAM g' GZAT/,Ulu QETf}/G APPLY TO .~TfIE2Al MOST WIE,e /ti/COAlTAGT 15A6/IL/ DA-1L`~ 4 `v l t Z AODIT/Or ML 4rj W6 A eallCIO GOLLA2 5/M/LAC, TU 5LU/CE GATE OFEA.//4147 i /A/ 6.1r DAIC,E?ETE WALL - 5EE PLAAJ 2 ADD/ T/Dil/AL ~~B4~S,/If,DUrf/O THIMBLE EXTEAJV PA.z5 /-D" PA55F~ OPE t!/~c /l~ i u I~ I i Z,4U11;/rt/lr 0 w WRTE,25TOP 3~4KEY //4 "fix 9'xG=7 WE/.e ITyP 0 Z -OC}T/otJS /A./CDA1rAcr W4Z,L T/-//MOLE WATFp5TOP P~ 3/q"xG'LDA/l A.f1GHOe ~xrs 2"X5 C'Ef~ 95° ZAID/T/DA/AL Q v~ COrUGe,57,5 SLAB HD,eIZOA/TAL 0 f 5EE 7'/P/GAL WALL. eE1A1FG1E1F- MEAT FRONT VIEW SECTION FOE FZODE SLAB EE/,UFDP EM F1,UT ~+~'SBQf,S@ /Z"D.C. 5B'E TVP/CAL WALL ,2E/,UFD,PCEMEUT SECT/DAIS , SECTION G "' T!~/CK CO.UC~ETE WALL -TYPE F WALL THIMBLE PIPING PENETRATION DETAIL 3/a"x4" AA/CNO~ DOLTS- G EACff %4 X 9"X6="W~/~ (1i'P Z L6rA4rI A/5 /A/ CO,UTAGT &A5/,c./ 6" I~ 2' 3' 0 %z"Ilt(k-UM/A/UM) DETAIL II_ 11 1 314 "X 3/9' )c 3/4" x ~B" TH/GK ALUM /AIUM ZEE I, d 6" 3' ~Xl XYZOrULa A•tf O,t? COA/C2ETE SLAB PELTS @ /2"OC. PLAN SECTION FRONT VIEW DRAIN GATE DETAIL OVERFLOW WEIR DETAIL 0 6" I' 2' 3' 1 " = It- 0" „= I, 0„ FO,P,PE./~f/FD.PlE~f1F~/7 _~E,G~7,4/G Ol/E.PG4OB,4.P5 2-d"c~~/O//!/T C3xITE~PSTD.~ MEAD Z3 2x -3/6" WELOED /-Z) C_I-IAAW~EL D G•P"4UEL ~4ff~f/lG DATE REVISION A0 " (f49Mf,0E 7,_5 Vt/A,/, Z_ --5615 f ENGINEERING CONSWLTANTS GREAT FALLS, BOZEMAN, KALISPELL or, MONTANA CONSTRUCTION JOINT DETAIL WASTEWATER TREATMENT PLANT BOZEMAN, MONTANA 1' o s" C01 le PA 0 CHLORINE C-ONTACT BASIN STRUCTURAL SECTIONS DETAILS Ek MECH. DETAILS E-PA.- C300 - 208 DRAWN DATE SHEET NO 94 STAIR CONNECTION DETAIL 8 DESIGNED 467.4 /W JOB NO. 21-74 APPROVED TOTAL SHEETS /2 O" SS"D" /D ~D" ~ ~ 8=/D EDGEDF T„r//~iYErf/ED SL,4B /D w TO~OFSL.4B ~L.~S9~SG /3~D" 2-D" /3-D'" a (b /3 D 2~Oy .sue%D"" Eq.STI/,QLL Df' 2'D " I ~ h ,QiP~AT/O~f/ B.4S/~(/ 2-D" SEE QET/4/L- C~'as} c.4/iD ~s I cq/ii l CA //3 ~A~/4 C.4S~/6 a 0 C •. :•i J 4 ti E,1ST L3QLL DF~ t I ~ Tf//IkE.UE~ SLAB -~ r r r 9 I 7 r L_ ~~ia acE,4f,~~/,~y l G.4-/D8 t O ,D l ., 11111 a1 C.4'//7 I !,//4TE.efTD~ I I I L_-, I I I J =D " G=4" /,l(Ef! 2'/N } L3.4TE.P STOP ,4/PEQT/Drf/ B4S/N B" L ..I u u -J L J L J SECTION r 2-/D' G SL,4B !//A"ctBq, ens @ /2' E4C~/ 1,/dY CE/(/TE/PEO /if/ SLAB /lY~J LAN CA/D7 r N N o.1 8► N o.4 ~J \ /2LEGTYB 1 _ r Cd/3~ CA`//8 L 4/wzz \9 r- a .D h ~ In a , m ti ,1 AO ~ D AERATOR No.2 AER ATOR No.3 2%D"TiP//t/T a ~O EDGE' OF PLAN /s~TE,P DP O T,<!/L~Ei(/ED sL,4~ \ fq--/OG 1 /UD/PT~SD//T,r/~ L c".4/3S SECTION B-B fEif/TE,P 4ozz N o.2 & N o.3 DEWATERING SUMP DETAILS tiOSC4CE i ,o a ti I)Z 4GDD. 3/ r 8 "TJ'P- Z'8" BT/%P I ( $E6 DETA/L TYP. r I I I I 1 I i I I I I I N I C,~/DS a ti r I 1 Cd/3G s4: cZr/147 I 1 C,4-/2D t L A a D .d Z n .r 0 C4Y2S" l,4 /26 n C.4 /29 CA-/30 D„ e ~O ti r 1 x x.10 l 4f/.(/ Z .I u 'r P 1 1 I --T --, r CA/D~ -- -1~ J I 0,4/37 L t /fl/ 71-ela e e -dew 5 ev SL<1BLD.f/ST3D/~f/T/~~~ Q~ h O~ I I r I I I L SEE OE'T.4/G /D" ,O ,4,PEAT/Dil/ /3d~/if/ r Id QE.P/1T/D/l/B,4S/if/ !O/f/l,PE7^E 140 //S// s!/!E~l/CE" Q/PEQ f/Q//S.~ E,~r/3,Ql~s S.4G~E4.4BDUEl~,PQL~' .~Gl.~ar/,~EIOI3~P.4.OE ~/if/S/~B'OFB•4S/~f/ /if/T!<4llS ~POI/l~// F /~f//~ FCOD.PSI~.B FCGl4T TD~D~~/~JI~S T/PGC/,.L~L U/YFD/P.NEU B,PGY/i!9 law /4918,4--//D iPErt!/4/rf/,DE/P.PDU6// .r4/P/IIED S4lE/ED 4B4//E!,/PGDE. eerlIYW///G~/P?e'W4; w CDLU/f~il/S .SQI/CEOABO//El~.P,QGt~D~f/ BQS/il/E;YTE/P/DoP ~PE/L1.4/~f/OE.P.PGL//4!! C.o5i03 ti 1 J C4/3S r h ~1 1 FLOW SPLITTING STRUCTURE /D" AERATOR No.l /o" AER ATOR No.4 a FOUNDATION PLAN 21 ti G~/02 F L .0 ti 2=0" TYP. EXT. J x.4/39 L 9=D~Tf~o SA-/ TS~P. ~.~ES~/.~E.PEC/Ef ///4C!/ES •' Tl~o FQP E4l/~/-~~T/Dit/ 7 D" 12~p"TyP I ~ I I I 1 "1 07Z 57, a ,D l/ERT/caL. CO,VSr (,/7 I ~ sE le D,ET,4/L TYP. .O ti ~ CA/~D , I I I- - a I CQ /2-,/ a~ D ~ V L CONSTRUCTION JOINT DETAIL i 1\ :i J I I I N K. I I O~ S i a L L \1 L 4S9~fG DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS a"T/P / z'd z-'o BTy/o ~/=4„ 49'2' WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA AERATION BASIN: IV 21Y FOUNDATION PLAN 3/►6"=I'-o" E.P A.- C300 208 DATE AERATION BASIN FOUNDATION PLAN DRAWN SHEET NO 94 DESIGNED JOB NO. 21-74 31- FILE NO. APPROVED TOTAL SHEETS r/'o• 111,416 /2"o• C EACH /iw- 'v `5 ~/2"O, C, Eq. WW K M 2~sQo/3E~S /Airy F44T/il/laS EACf/ t'ACE CLEAR \0 e 1. o" z ~o ti 9" 9" A'°, 9" 9" ~S'B~I~PS D 2#'S~D!3£LS /A/TO BEgAilS ~~/2etc, "f C/2" D. C EA C// WAY i 0 9" 9" i 5f r /E 0/2" h1 FDDT/A/I~~BE.4rfi( ~T/E~i2" i ~O 2 -O" ,O r-a~ ~``4 e /2 "EACH W4Y 2 ~O DETAIL DETAIL SECTION A DETAIL SECTION B 5 61 "1' 21____ 31 1/2"= 1'-011 Pon /24 =z " .2/~Dy 3=8 4/- 36=2 z6 = 74 " =6% i t AERATION BASIN NO.4 AERATION BASIN NO. I A IFZ Y OF SCREW PUMP //VCG /rV 0 .d 3-0'" !TYP)" 4EiPAT/ON BAS/N W, 4LL . BAS/N F0UNOAT/O/V NOT iS.~/a%UN Fa,4' CLAR/TY ;D 4SB9S0 r. 0 }1 i 0 e ' - o _q. 0 . G 7 r J O I I I a; 0 d d i ,O ti 0 4.60300 SE•E DETAIL TYP. ¢603.00 4E03- 00 D •a ~ s /OES o~ 9'- /D ,g =/o /0 e 1-d 5 -2 " ~ T 20 O" /,3 ~ 2 ~ " /0 /-o rs. SECONDARY LIFT .LIFT PUMPS STATION BLOWER ROOM / RECYCLE SLUDGE ROOM ~E'EQ~T.4/~ TYP ~2 STATION r-- r 7•YP. \ I' I 1 , %1 U ~9 I 2 -~0~~ 9557.50 SHE DE TA/L - h2-a" d' 3 D ~TYP~ BUILDING DRAIN _ WET WELL /'o ~~rrPJ SUBDRAIN WET WELL ~EE~ET.4/L 2-D" i' a D Z \O V s~E DETA/L ,0 1 511-f DlFr41l_ d 6 rl` 00 l• o-• r O U,• -~ C •G a , - d 6 ~ r O D S 1L ~v SEE Z; T74/L TYP. 40 VT 7-~IZO- 7 -'Ie DATE THOMAS, DEAN & HOSKINS INC EN'GINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA lk WASTE WATER TREATMENT PLANT BLOWER BUILDING AND LIFT PUMP FOUNDATION PLAN 13LOWER BUILDING- LIFT PUMPS a SECONDARY LIFT STATION STRUCTURE FOUNDATION PLAf4 ld oll .1/4 im E.PA.-C300 -208 -DRAWN C~/ Ale9 DATE e 7, 1-9,60 SHEET NO DESIGNED JOB NO. 21-74, FILE NO TOTAL SHEETS l .t G /- /O/I S2-/o " 1 l ELE!/ 46'/2..90 3=D 3=a" S. 6. ~/6.SE~~ET4 /L TYrb + 1 1 o sG~is 0 I I I I I I NN ~J L- I I LI rJ II , B.q-/Ori' ~I J L ELE// ¢s e 90 ELE/~ 46/3•/0: , /01-011 /O "-O" /O '. 3-O 3-O O//BENS/Dif/S TY~G-J F~Ui4 EXTE~,/~iPi y/E/~ LGC~./-/T/Or(/S I SEE AA/JDRA/L DET.4/L_ Q 8" Q r' ` l Li ri r L J 0 ,I II ~0 /o" SL XCE GATE,4NO OPEiQ/4TOR /1/D. S. SEE DET,4/L 1 AERATOR No-3 AERATOR No-2 II LJ J II I 1 O 0 7/D~" L N 8,. -Now 0 /O//vlEit/S/ONs TYP. @ AZZ/,,F //VTE~3/O-3.GYE/RLDCO,77,4 kr ~CU,~EGQTE "°~4 Tf'r° 3LOlcIT/0rt/S SEEOET.rf/L 3!O rr /O i O /r ,o F . ~-I I I . SLI UCE GATE/1N0 OPEiPATai NO.6, SEE OE TA/L I `0 SG-/B SG-/s , I 1 a I ~ I d7,FXA PE.P.472W-FDP -- --J I----_ LOCAT/Ori/SEEs,~/EET38 r-O r-~ r --1 L= r -~ _-J L. L-J J r- ~ J _J - I i .O L_ _j ~CH ~ SEE- ll.4rf/piP.4/L L_J I-_ J t L_-_j Gt~T4/L SG 20 0 SG -/7 %d FJ L, I I GATE.4rY0 OPERATpiP. ' /2 P'4 /03 EE //gf/O,PQ/L I~d'1iW6iIVN o~-r,4io SEE OETA/L I~IV111~61h1u1111 a ~~EE ,E/~li(/O.PQ/L lil y411 n~u OET.4/L , , FLOW SPLITTING i STRUCTURE rs 0 NOTE' FOR SL/DE CVTZ_z747,4 SEE OETA/L u 0 (N h L I Li r J 1- D m _ ti h AERATOR N0.4 AERATOR No.l 0 _ 0 SEE PIPE SU.f')1~URT 0ETA /L - --j I L~ r, S., J L SEE.f/.J.f/0,~4/L OET.4/L -E ~/olo9,PA/L GETA/G 5~ 1O 15' 2d 0 3/16°= 1'=0° 1 ~I ELE-v ¢ 6/3./D ELE7/ 46-12 90 90 r CO "/Y~ / 1 I 1 V , 00 V L_ BA'-/07 -1 rj II EsA- /OB 1 I I I T I 1 I I SG ze/3 r TYP O I 1 I q i ~ItISII 4 {l _1( S_S((~'jSff(S~;f~S SS 4liSSf S ~~ S (rSSSfSSf RECYCLE k SLUDGE METERING ROOM REVISION DATE SECONDARY LIFT STATION PUMP STATION 41 THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA BLOWER ROOM BLOWER BUILDING-LIFT STRUCTURE ~ ~~a~,~ria1'/s WASTE WATER TREATMENT PLANT A/OTE•' ~ /rUl~/l,4TE~ !~!/T 5/~G/ TO OET4iL PLAN BOZEMAN, MONTANA ( SEE SHEET 34) AERATION BASIN JY~ PLAN E.P. A.- C300 20& TOTAL SHEETS DATE DRAWN SHEET N , Dl7 BO 94 AERATION BASIN PLAN JOB NO. 21_74 DESIGNED 3 ALP F.B. NO. FILE NO. APPROVED /29r =2 "" ~8.. Z -// II G'- 2" /O' N T - I O II V r I -I Q 2 -, u3 10 1/4 1 i.- oil I na S,EF DETA/G e~ o: r D ~ wArE~sTo~ ~ EAST ~/.4LL OF AE~P!-IT/Qit/ 8,4~/~f/- 5'-G" ,0 SEE L7ETA /L •y h a 0 a ,b b rt b e., 1 D Jf L ~n~ I b•, e r v r ----~ I I( I I r ---- rtl I 1 I oM II I P 8" 3 2 a.. h, 2~ 8'-~ •. a_ L_J L J IV) ao I r~ i II 3" ~~' I o I~ ~ I J.11. - - -ll A/R bUG T r I Q N 0 f` EL. X599. SD I i s=a M I I a V I -jo Fn 0 >- _j UJ L I sr-1t~fl? I 0 0 1 ro BC-ZDi 0 N 3 :b 00 I I J IV I As II -- ( ~ II I II -- OPEN/NG I I MDUit/T/ G .x.405• is o orEJ `o M I I r,. ti I l M zos 3 -0 I I , I I ~3_ N x Q I f ao ti• ~ rr/ SECONDARY LIFT STATION I I v a) %4 oho ~ j r-- ---~ OWN Q 36 J L_ J L J 0 e~ a li -00 J Db /j :P 457 I S1 4B MO LINT//VG /:AO ,_.4„ 14-1 FL . 4611.00 9' SEE No TE b L I~ /2 "WALL _-~l I r _ BENEATH -1 a sa L - - - I I- - - 36 I BLOWER ROOM i 8 'ESL AB O 110 I ' I~ II II ~I Ia,.a L .! S LIFT PUMP - SEE. DETA/L STATION . rn m I, - _I J_ r _ h'D !Iflf f a rtream rrnrfrm s~sslslfrrrrrr ]f1H11►lf„f ffftfal N+111 w millm rff flrlffal/N! 111111111M) I `0 /14. 1/~g G-2 //df/0.24/C SE'EDE7=1 2-O n O f0'- O " 8'- O" &Z-ocl-t- W~4LL 3=4 II 13 1-4" 5'- o" 4•I- 8" 3'- ZI-4" S'- 4"' 6'- 8 ,. 4 =o" 4v 8 " i T FLOOR PLAN O•bN6. OPN~o. 3 0 '3-4- /O 50 - SEE DETA/L .SE'E 0 49 TA /L 4.5•'-4.. It .a. iUDTE ALL la/ve e. r 7 /fi14owrmz; B.rlOs TD BE S/ZEO TO .Sl//T E!Y//~iG,rEif/T FU.P~(//SyEO. a 14 -4 11+ 17 zz- "::~l F,;f_o F-1 L -1 ed 54 1 0 MI #5 c&3'-o"o. 8 "a ONO BEAM W1 2 a If 0 a /,:;Zl IVO, 2,2 ,Vo f~ QII 6) %,j on ~S @31- " colvIvz_cT 11015 r AWL 7,0 54, 4 /3 -r&, 0 5 4MO C, 6 _N 7Z R- N+ 8 " BoNo BEAM M12- *4• - /lit (if 00 REVISION DATE "e$. ex-o"o c. / o,. THOMAS, E)EAN & HOSKINS INC. )c-LOOR 1-14T61-1 ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MON 1,§ NA 6; F.4 7'lNa -SEE 40,rr41Z_ SECONDARY LIFT STATION PUMP DRIVE BLOWER. BUILDING SECONDARY LIFT STATIONS STRUCTURAL PLAN E.P A.- C3OO - 20 8 FLOOR PLAN 'VALVE ROOM SECTION 0 SECTION :-B FLOOR PLAN DATE DRAWN Z~/z SHEET NO 94 JOB NO DESIGNED 41: X/ 34 21-74 FILE NO. APPROVED TOTAL SHEETS e .e P a I O. J l l I 1 l G,4TE DdE.~4TD.PS O O 1 1 7r .\ 1,111 I 1111111 i L I EL ~G/6.3/~ III! 1 lu ' b I I Cf/.4i1/it/EL GL//G O.PA//l/- . p EL -~6/3. /D EL 4l/3. /O e; D O b ~G//. DD • -r-~. o Al \ \\ JI.I J I s J EL'S~6/D. D 6 o . 0 f D a 11 D (o u a + .SL///~EG.4TE SLU/~ GATE AERAT/d4l ,B.IS/~V t 4E-eAT/OW Q/~s/N G p' f 1 0. IOU .o WE•T WELL 0 1:- ~y a /412 /o „ b .2 r S5~-o" 0 O EL. sts93. S~ e 0 a D• O 4 17- t f ~ P O 0 I b - D I 1 1 1 I OEC3<ITE.P/i(/G Sl/rG/~ SEE fDU.UO.~IT/Drf/ ~L,~fiV FD.P LDl.4T/DrV,s EZ7W/LS L _ v l LZ~!3,4TE,P/iI/G SU~fifO / g N -o /2 7 +- /L-3" _____T I 9 I 3 a, •4 ;Dav 0 a d I EL£K 4586.00 I °.i J, a,- SECTION -A 0 5e 10, 55- ee + I ~ 1 O O (57/ T£ OOERA TO,Q -~~ ' ~ 3 S,EE' p.FTA1L 50 EL ~/~.3/ 1 e L~J I, I I u I I I c u' ~b ,D 7 D .a L[ 46/3/0 I I ID 0 6 ~~-EL~G/o.D 6 1t D I o` r-_ I I I I I I I 1, 1~ I \Q I Cb 1 O 0~ 1 pll 1 SLU/~EG.~fTE II IY -k- I I 3 -D" III fl I I I I, T{~P. s~ai~E6.4TE 9DDL 8.9R-5 To REPLACE f10R/ZONT.4L F lrEf71CWI 005' _- CUT Q 3C.4rF OPEC(//t/~ (TYP) II Cif I ~ Ul C~. AE-PAT/ON ~AS/N SPACE K//T.~//.r/ /= G ~F/i~l as /0" a~.vrt/6~ 7- (5-0 J: 0 .,D l + DEL ~{S'93i~ DATE REVISION n •Y. THOMAS, DEAN & HOSKINS-INC. / O ENGINEERINd CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT, 4 /0" BOZEMAN, MONTANA /0 5- /0" AERATIONBASIN a LIFT,- SECTIONS SECTION B-B E.PA.- C300 208 SHEET NO. DRAWN DATE 94 101 51 11 il/4= 1-0 JOB NO. 21-74 DESIGNED P-0 APPROVED TOTAL SHEETS 3T-Z 8~- o= lot It 1/4 I_ oil Fm ToP OF SLAB EL 4634.21 a a n ¨ e. BL- 30/ BL-302 BL -3O/ • A/R O(/CT ~ i APE.I' OF SCRElf/ ~UiY/F' /NCL/NEy~ ¢!0.X00. BLAST kENT GYlT!F. - 4 x4 - W 4.O r Al .Ao - TY/? f EL 4s2.s„so . fL 4625. Da ELEl~ 46'25.00 ¢ /NSULAT/oN-7-.,P .e a 3 O O O B -/O/ a B -/D/ Eil/l//.~D,fiIEiUT.4G LDU6,P B8. -/O/ 3 /iff ~ET<l/G =~ EL 46/9.33 /!O/ST fi'A/L 1 / EL 46'/5.30 \~ D e O 6 A/ROUCT a D I ~-ZlJ1 D ~D ~L-L(/G BL- ZO/ ~ q~ EL 46/3. /o `h a 4 D a • 6, e I EL 46'1100 ZZ 446O19-5O EL 46//.00 0 e H d s e c- a T ~ 9 e I ZZ -,~f-60 9. SO e z4Z 4 670 7 J-0 C 39 al c. d a 'El_. 46 O8 DO 6 0 d D 8~l~/14LL P/PEA IN, OUTS/OE l14LL) ONLY ~>// a GB4/iEL BACKS/LL £L. 4603. co 34 r~ I -O• 7 Z 45.99 34 'l3E7r'3ELL,QIGE~SG~'!P .~G4T! DlP~LI %!!/!if/OIP.~f/C i 3 ~!~/.4LL P/PE~~~ o.. /2 '! 6(/l4LL P/PE 6 SEe pe V/L G -"ZZ 0!l O 4a P/PE fdO LL P/PE 5 -G "~ SD 25L".0"zL ?/PE (/N OUTS/OE",Z,4 oNLY 0 1 YO .6 /3 ~8" 0 e b C. 1 6 NOTE- ¨ /NO/CATES MALL !=//9E I~EQU/•~'EO /N /NTEf?1WEO/.4TE MALL 4` OUTS/OE 6f/~ILL r EL 4S8s. oo- 1 1 1- d .1 ~T 4'S-3 " L_ Lr/gT£RP/4ooF/NG EL 4X83. DO 9 "S" 3- 9=9' ']-rolve7 Z?Z-1011fl" Arle,? ;0!5- 0':r-'0 0, O. 9= /D" SECTION /A-A 36 20 ! - /3 /~ G '- 3- -O S-6" 2=9" 5-4 .. B Ii CONCRETE SUPPOPT S/2E0 TD WFe-T UN/ TS FUi?N/S.S/ED .w/~~ ~/2 ""o.c. -S,? 9 O• C. 2 - 7O1v EACHW<ly FAGHFACE 5e,6O 777-OW @/¨ 7 OCf//~,9/'' 6 2'-a.. A`¢ ~/2 '" O. C.- .SEEOfT,4/L sz 8 "'8aN0 CREAM -c w/2 '~¢ d L A ?05 (1/2 "0. c. 1 tj :o i cd ZOOS WAY ef-Z 46'167.,70 we _41~ - ALIIL --a - it 15 0-5 cp 7 "0. C. V-611 (0 D .4 klxzz 4~~4 &)12 0. C. /---0/? CZ,4AP17 dp 12 REVISION 4,FgA 7-16AI DATE THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS MONTANA GREAT FALLS, BOZEMAN, KALISPELL EAWE,0O,6O 2'O "AV CaVc. W.41-Z- . &12 "o. C. 1 -*4 012 "O.C, EA WAK - , k 6~=_NrSR 1A1,61-AB 2 0 rv,. WASTE WATER TREATMENT PLANT- BOZEMAN, MONTANA w/o BLOWER BUILDING LIFT'PUMP —STATION SECONDARY LIFT STRUCTURAL SECTIONS C300 208 E-PA, 6- - _ r' t- t t "0. C., _FW.,c,4CZ- DATE DRAWN SHEET NO /O .2'-6 SECTION 94 21-74 DESIGNED SECTION C ~SEE SEC TION -4 ~Co)? /0 "Z7)(rZ-R1OR 9) 1'Z-1,,r_7- F74710AI W,4LL. IFEIM"IORCIM6 0 640 Fa NO_ TOTAL. FILE NO. APPROVED 1/2i 1- 0110 21 It= 0 611 1/2 0 30 SHEETS 9=2 " 3' /O" /9" 2= 9" Z=4" ID" A 3=0 " /O" r 3/4 "x 45' CL141V ER~_71`P) 11WA TEfi STO.1:::' 3/4 " X ~S ` CHAMFER~TYP) WATERSTOP J14 x ¢S • C11WMFER (TYP) ~sEE/-14A1 VRAIZ oErA /L /fo INTO ,eONe. W.9LL TDP DF WALL TOP OF WALL TOP OG WQGG V) ol 0 h EGEV = 90 /~. 3/ ELEV. 46/6.3/ ELE!/ 4616.31 ~h N 0 N k) F o s~E wEIR DETAIL sEE rriEir~ DETAIL .M W Qh ,m m 30 MAX. L/QU/D ELEI/= 46,/3.,3/ l M _ o~ MAX. G /QU/D ELEV. = 46/3.8/ MAX. L/QU/D ELEV 46/38/ 3 -'*4 ADD/T/D,CIAL #1 @ /Z" Haz/z VAZIES TOP AIJD 6OTTOM ~O BL O1YE~' ROOM VAZIES "dld /Z„ F7, EL. ¢6l/, 00. 3- #4 ADO/T/D,UAZ- of " TOP 50lTDM L\ t sE~` ~iUO,P,~l~L ifilOUrVT V r~ oET<!/L 3 -'af ADD/TIOWAL TOP - -h": • a 8O7TDM FOB P>EAM ,eEIIt/FD, 611,1 6 5EE SHEET 4 9 FD,2 BEAM ,~E/,U,cD~L:/AIL? I Ni #5 @ IZ " !/ ,eT/CAL SEE SHEET 49 )CDE PEAM Z2 AIFD,eCW47 SEE OETA /L 615H NOTE' / SZ #5 @ /2 " YE,eT. EACH FALE 5EE SHEET 9 ~ ill_ I '~_ - LI a ~~ -~~~~ - I~IIII~II ~mIIII K I I w O IIIII~III N g5 EACH FADE 0 _)z W ,D h IN 4 @1 N N 46 © 6 " VEIZT/GAL O h D O m U *~5~ /Z f/O2/Z. OUTSIDE FACE J Q Z" KEy - a 5 @ /Z " HOe/Z. D[/7.5/DE FADE ~i 3=0 " 3=0" E #/ .9/L sE-E /vo SE F. DE Ijo Q Z" KEy Z "KEy P'5 @ /Z " 5 @ /Z" 5 @ /Z" "Ag @ Iz" EACH WAy of @ IZ" EALH WAY WATEZSre9P W,4 7E STOP *4 @ IZ" EAGy WAS I ELE!/. 959-3SG ELEV. 4593.S1o ELEV 4-59.3.5(0 Q" WA TERS TO/= SECTION SECTION B SECTION A 4r 7OP0,4- E_X7_E-1VD 3s-0~4&0YE-ZrO14~-r T_Ycl1CfZ. V" 6" 8., Z=4" Z=4"' Z.4" A 2=4" c /SEE/71lO1Z P4/L / ' DET,~/L SZZ -1A1VD/?AfL_ DET,4 /L. 6- - -"!'g Z2oW.El- s IN70 ;X-oorlIV6 5sw SA - SYlTr 417 5- 05 400PV61-5 IN7'0 o c SE__/IWN01Q:WIL IMOVWr 4- -2;e* //a 1Z EXTEND / _'O"/1l/TQ WXIZZ- . J "6_-'*8,OoWZZ_S INAO roo OETiJ/L ,2 #3 T/ES /2 L6 - 5 0 OWEL S IN 7-o AaR e,6,414 ;5~74 7-12c 6 C-~12 "0. C. TOP OF WILL ELEV. 46/6.3/ TOP DF W&Q ELEL/ 46/6, 3/ by r£R/oR ! ~~ sA #9 C Iz " Haelz. ~9@ /Z" N Nz SEE W4-/R DET.9/L ,O N WATE,QS TOP NwIl L/CJU/D ELEV 4G/3B/ MAX LfQL1/O Z'L,5V 4G /3. B/ x`4 @ /Z' No,E/z. D a Y } f`9 @ /Z" I VAz/F5 /-O ti h v ~h v~ m i1 6 -'x95 ADO/T129AIAL SEE WA7-ERSTOP DETAIL TOP AND BOTTaM ~o - "`f 5 ADD/T/Drt/AL 11~70R W4Z-1- A7F1N,&-0RC11Ya . . TOPE PDTlD/I~J F,e 5EAM ,PEA(1FD,C61AJ4y 5EE .SHEET 4`/ -c-104 b O FOIE BEAM ~F/~t1FU~C/il/G_~-.-) 5EE SHEET -19 WATERSTOP COLUMN DETAIL -11V 7-0,=' O,,c- -U,4.0 0 WIZ2,6- W41 ff WX Y Sel,10R'OA-~r WWZZ Aoto:Z M106- _5Z1,9PORr U14ZI) `a N / 110 6 0,11 61 #5 9 &"' EACN FACE ROR/Z 1/2"= IL- sEE do/~ ~i ,s£4- vEr,4/L Q v h D 1 5 @ /2" V5 EACH FAGE I'4 @ /Z" SEE OETA/L #5 © /Z'" I/F~T. EACH /ACE SEE NOTE '~/ ~9@ /Z„ I3a.. 1 DATE REVISION Z" KEf' ~5 @ /Z" #9 Q /2" 6_ACf/ Wi}y 2" KEy #5 @ /Z" #9 @ /Z" EACH, WAy ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA glA TZR 5-Tol, W~T~,eSTOP WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA r ELEV 4-5935(0 • O ~I AERATION BASIN d 0 U -WALL SECTIONS 0 /Or lYATE,Q STOP /0" Z.o,, Z-: o" E.PA.- C300 - 208 2"x G "/BEY DRAWN 1105. DATE 'ge-11177. APIV SHEET NO Z "x G "/!EY 94 JOB NO. 21-74 DESIGNED 37 SECTION D SECTION FILE NO. APPROVED SHEETS 20 = /D'" /D " /D Z-'4•' Z=0 " 3=8" Z=4" Z=9" Z=`! • ALUMIAIUM 5000- GATE 6- FRAME W/ 69AAJK OPERA W6 SEE DETAIL ALOMQUM 64A7-/AJ4 n ALUMIAILIM GeA?iNG f SEE H.4i110,, 9IL 0& 4 Z c G s/1Y DETAIL ~1 5D s~E-~a~L~N~ 2 MOUNT /JET.9, TOF OF WALL 11AF, IIILM ll1fll II)IIHIIIIIII I III 1111 IIII IIIIL ~u~uluu 1 FLEV. = 9G1~.3/ #4:5 @ /Z" EA. WAy E~' c.~/ ~'qcE t Y • • OUTLET COAJIEOL 9" EXTE(/5/D,U ~.S~E DETA/L r WEX • S'EE C /1~yyEL ~/~PDE7- CNAA/AJ,EL_ ,9E TAIL /o 4z r • • r N 6 1= r: v ;r #4~ /Z vE.eT (TsP> y (aeOl11U0 LAZE D 1• -v9@ /Z ` EA. WAY • V~I~ IZ" HOER. EA- FACE I IIII III _,~; ';IIII 5E,F WALL SECT/V,t/ S 13EET 37 /'o" #4@ /Z " v5ET EACH/ FACE III( I~IIIII Illlli. IIII 7YP SEE /. ~'77.~/_~ FOE D/MEA.I510A15 3'-3" 4 AA.1D STEEL FE1k1FDZCEMEAJr Z4"!2/ OUTFLOW P /P~ TO CGA.~/F/E~ o" 3/¢'/KE 2 ~N 3/sL~/ KEY ITYp> D. ,24'/ / II h~ • 'N ^1 / 0 hj I co D N r b •D, 6' b. o-. . TO~DF 5LA8 ~ k 2=D' T ELE!/ = 40/.3/ .N 9" Yv M14 TER STO. WATER STOP KIX TER STOP IyATER STOP WATER STOP SL 5 ,,~ WgLL5 3i¢ N~Ey 0 -#4XC0/VT. 3- '4XCOil/T 14 /2 "V,C . 3 -'r4 CON T ~4 @ /2 0. C. #4 9 /Z" EACH WA ) 3' 'LEAC TO 28" WALL 5LEFVE #4 e /2 y0. C. 3- _;o4• C O/V T /O /'O" 04 @ /2 " O. C. 5'10" R- 0„ 6~ O 8 8~ O" 2-O 2-0' N 9 '0 L3llTE,PSTOO SECTION B SECTION DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MO NTA NA WASTE WATER TREATMENT'PLANT BOZEMAN, MONTANA FLOW SPLITTING STRUCTURE WALL SEC TIONS E-PA.-C300-208 DRAWN Al If -5. DATE SHEET NO. SHEETS DESIGNED JOB NO. -38 21-74 APPROVED FILE NO. FIRINO. l ,o k aW ~V 8' \I~ ~N ~51111A 1 BL-30i b c~ T1JP'G~JFl~/4LL~TY~J V C Z\ /3~~'Y 3~ /O" 0 N 7=S" I .N A, " 9'TYP / #sue ~-~H~Tf'oJ SPL.4.S,U CgU,4~gD FUR~t//S//EO OK SCREW /~VM,o SUPOG3~T, G!/~~f30U/~U ~E// S' c ,f E4Cy lf/,gY . D " U b -' - o o .. S6~ 0 • !~//lif~JUT' o' • o" 0} .0 EL 4625. J_a 1 0 r Q • • SEE S.~/T S/ FO R' AW& //VG OETA/L D • d • i 0 0 B -G~/UO QF~it'! Gl/~Z e a o ~ 0 0 ~ O IC) o J , 4 o t e V !0: P ` O G o ! o n • D•: e 0 •' d .o s .• t • w 1'' I N 0 o'It o a ' d 6 ,s e a a. 0, d: a • 0 6• Q, t s .- t ~O O • • • • • • I~YAT~S/~:3~ d ' s r EA• LtG4Y 1111 f IIIIIIII I I I If U111q II~IP111111 I I.•~ 3/A "/fE~~Tvo~ ~ mil¢@/z "oc A • i I ~'~ .. .. ~ o~.. ''.d/C~~. ova, r~:,i / /zo '~G~ /Z "O.C. F~14/14Y s4 ~d ~``4Gm/2"aC. ~ 0 M D • TOP OFl~/E/R EL •46'/6, 3/ 4 BG 202' /- 'USX¢ =0" EMBEOZ =0'%rt~G~D.UC_ !1/ALL 3 -4!/002 E~/.S/OE~TJ~~~ ¢ "x~r// //DR/2z2A1Z4L T/A$• f. 6 s G9v /Z F~/"V " P/PE CQST /N GIeOUT TO ~i r~0 TECT GREASE L /NE CGat/TEW 1A11-'/.4LL. •~ZG4l~E.4.S /5'~~//LD/rt/l~' O.4PEfi 1 0 • B9C~/'/LL Uit/OER SLAB Z~G'LE~Fi~ TO ELEli 46'07 SO ~I ,0 9" ~~"G~ /Z'"O.C. ~4@/Z OC - 9 #4C~/Z DG,. ~p I'~4t @ /Z'l C_ ?I 3'=O • 3 9N *O lid /'-o' • i BL/c > ( 0 di Q P # .C / r .e ~3- '~`-¢ CGaVT a• 3 '~`4 X CO~c/T ~ -ov 2- O e SECTION B-B A/!~ OUCT 1/2"= II 011 0 6M 1. • t9=.3 „ 2' 31 4' 51 6' 9'/ „ 8 !l/,4LL /~E T .4~i'~t/~O~C//tom" OM/ =0 F0,4 GL,4.~3/TY 7- SEEOE 4112 SEEOET,D/L ,t 4'!l/,4LL .~/PE 6 /O "Lf/,4LL P /~E SEf OETA/L /AN /.2 ""z L/~E ALL FOUR CORNERS [141 ~7G~9"`GJG'. El~Cf/F~GE E/f'TEit/O 1A1S/OE1,4cE 3 =O':98~!/E~f~E~JT/~ X45/it/ .SIB "'`7~' /z "G1G. ~C~F -ACE I~ I~ -tt A D --r a ti ~0 2- 4 "zz E'/PE /9\ /8\ O moo" h D !f/,4TEi4'.STa~' CLLfiR \ v • N SEfOfTA/L /2 CLEAR SO /Z ~~ GU!/LL ~/.~E O) d i' LANV/NG EL ¢SBS. 7S DATE REVISION ~df/ATERST0P THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS. GREAT FALLS, BOZEMAN, KALI SPELL MONTANA y WASTE WATER TREATMENT PLANT \I ~ 7 G~ /Z~O.c. E!/C//•M~T BOZEMAN, MONTANA r 3.,'suB X4,8 REgU/REO '~vN G~,t'TFii/O ~"~~S'T.5Ti~UGTU~4L BLOWER.BUILDING LIFT PUMP a SECONDARY LIFT STATIONS, a STAIR PLANS, SECTION C. SFE OETA/L SEE PGZST OETA/L 9'- 4 " SEEOFTA/L SCREW PUMP WELL AREA STAIR PLAN E.PA.-C300-208 ~-~-~ /zy4c. V DRAWN DATE SHEET NO 3 r. 41 51 1 94 !!/.4TE14S TG7~ SECTION kA DESIGNED loz 21-74 319 FILE NO. APPROVED-, 21 31 4 5' 6' "06•I' SHEETS I/2'~ = I '- Q /-// S XCOAlT/it/UOUS /f/dfiF - ¢x¢ -,W2. D r R12,O a FLOOR SLOPS /4 " ~E~ 1=T- f~Gbi~SLO/~ '/4 ~ER~/. V n ///~X CorvTi/Uvovs /#sXCo/~nuvovs 8 "Borvo BEAn~r W~77-/ 2-#4 -///sue ~o'oc. .D ~1 f aR-zor .sR- poi 8 "aoA1Z7 BEAM// W1= #4s- . ~s,4-ZO/ ~s R zai • 8 "BO~/O BEAM !~//T/~' 2 # 4 W Q J :e /#5@ -5--'67 "67 WWI 4X4 - WZOX W2.0 ~J 4=0 " m 8 " 60/UO BEA/YJ l~!//TH. TYo 14 V /4~ @ B"014A17 BLOCK 8 "'BO/Up BEAN/ W177-1 #4s (:51.4r-'67 'OC 7-YP Q ~V ~I M 8 ""BOii/O BEAM W17-, 2#4s C~ 4 =0"OG: \~ 8 "'G/A~/ / BLOCK PLOOr~ CLL-7% 4609.50 " EMBED z=0 ""//t/Tc CO/I/CRE / WALL 3/4 "/BEY EMBED 2-O " /iUTO CO/i/C,4~-- / ~ MALLS SEE OE 1141z- /~f SX4'O'@~O'O EMBED 2=0 "" IA17(O CO/l/CF~~ / ~- !i!/ALG SEE O~ /A/L ST"~1/.PS~.~/.4.rt/O.PA/L.S 11V WALG I 4s @ /z "EACf / W4 Y CE~UTE,Q //(~ SLAB // ~s CJ /Z "OC, EACf-/ W,4 Y CE/1/TE,4 //V WALL FLODF~' ELE!/r4T/O~i~' 4Co'01~-,' S0 /i/OS//Z/G D 3/4 "KEY zo' ~4s @/.z'oC. 3/4 "KEY 4sG /z'OC /~ ,cLOO/~ ELEI! 45~T~ ~O ' I~I~ATE,4~ /Uri 3/4 '"KEY 3/-4 "'KCY FLODf~ EGE!/AT/O~/ G//ITE.PSJD~ / -O ' 45"99.50" /-~ " l/.QTE.PSTDP 4s /z'OC. ELI liYAY ~/~ -~5T "CLE4, ? CE/UTEF~ /it/ SLAB 4s @ /z oC E,4 W,4Y /z~ .~' SUS SLAB REpU/F~EO .c0l~ /1//EMB.QAit/E /-6 S~! W,4TERPRCYJ~//I/G, EX /~-/Ulm 4 "BAST S /,YC~G / Uf~.4G SLAB. #4s @ /Z ""EA. l~AY 3 - #4s X CON / /IUUOUS ~ ""CLEAR •4s X CO/V/ //UC/OUS #4sCv /Z O4 CE/1// E4 //U SLAB TY~/CAS ft4s @ /~'O C z-l0" SECTION A-A 9" "" U8 SLAB F~EQU/F~EO ~O~ E,YTEiUG~ 4'" R,4ST ~ / KUCTUf~AG SLAB. SECTION C-C ~,~/G.U.UEL @) 4- #4s C•' /Z'"EAC,~/ WAY FO.PGL~TA/L SEE CE/UTEI~ //U :f~-LAfS FLOr1l:;r L-LE AT/O/I/ 4609, SO " Fo~P OET,~f/L SEE V~ N rlrl~ r e • r, /Z "o,C ~f Gd /,?`OC II e P , r CE/l/`rEF~ OF' SLAB V1 r a 8' .~O ""A.C COUPLER SE / • //U WALL SEC Sf /E/ r ,M a 1 I CC/UTEKL//U~. ~O'~ 4=O „ #4s @ /ZI ~C~/ W,4Y CEN/~- / SLAB l ~~LODF~ ELEI/,4T12 11/ 45 7 5- " , REVISION DATE ~/-4 KEY THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL - MONTANA ti.. • a .O ~• o • • • 0 • • e • • • • • • • • e • e • e • • e WATE.45 /UP a e a a , WASTE WATER TREATMENT PLANT .. vYA/~.4s ~vP t #QS@/zo~~o ~` `V C-7„ s #4o/2 "D.C.p~ 8 8 BOZEMAN, MONTANA RECYCLE SLUDGE METERING' STRUCTURE, WALL a ' STRUCTURAL SECTIONS E.P. A.- C300 - 208 zo' 8" .3/•~ '.BEY 6' 5' 3' 4' „ , „0 6"1, 2' 1/2 = 1- 0 SECTION B-B t j DRAWN DATE. SHEET NO 40 c/!41~ --B!3B do T /98D 94 JOB NO. DESIGNED !JL 2 21-74 ; FILE NO. F.B. NO APPROVED TOTAL SHEETS M x 0 24 - 8 " e4 / '8 " R OOF DRA /N 4 DOWN SPDUT (7:o6S EE DE-TA /L6 ROOF DRA //1/ d` DOWN SfPOI/T SEE DETAIL SB - /oi / 76 i , ,0 1- -301, 5119% 201 FF 7 T as - /02 1 BL- 302 I i 2o I AYG O .M s I I I ~ L -- )11IFT SL OPE~ 1 /FT r S7X/S. 3 ,SAO/STR4/L O O 0 /D SEE OE i B8-/02 15111515 76 I 1 /NLET DUCT ~~ ENCLOSUf~E 0~ BL3DZ `~ I A ~,8 SLOJ~PE~fT I BB --/02 N O SLOPE 7¢%FT I I S/M ROO,,=- DRAIN t w 0 d~~- 20/N 'I I I- ~ ea-/az Ha/ST F,?4/G W kJ v 0 OQ h" 11 SEd Dr IL x$/O3 - -1 FOR BLAST !/ENT SEE Sf'L^CS BB-/oz EDGE OF PDD~ I /~,9L/~/rUG LAOS /o SEE DETsI/G COrYrYECTi/~/ST f~A/L SLOPE%sL %FT 76 +201 t I 0~ ~I ~I I I BEAM r~7/US I PD/rVTS A.W1~ ALL 0 0 ~Q ' BL-302 l BEi1iY/S 0 ICI I BB-/o2 I L B6yo 3 SEElY,glL COrYNECT/ON S=S" DETA/L BL-.3O2 I I L_ O1 L ,0 t 6=/0 'S@ 3=0" SLOPE //~ %FT 4 v RECYCLE SLUDGE METER ROOM ROOF PLAN /6 BorYO BEAM /0'-/0 " -ell /0'. ON 2 -0 s'3-~ 3-'O,.~v '''"'' ~ 8 "BOND BE/rY1 /f/2- 'rst S-~f x 6 -~ OPA/G \N a a L- S BLOWE R ROOM ROOF PLAN SECONDARY LIFT STATION ROOF PLAN 8 iY!-3SON.4RY Lf/"OLL I El t .a /0- "'eowo saw r J 8" -O. RSEE SCAB .Sc/~R FOR !~E/n/F 8 "BOND BEA.Y/ /l/,2- "4 UiYOEF~ SLAB ~`.480liE OP/IIGS - T>'P .-.o" 0. b i 1 ' ` /6' `BOND BEA/Y/ ei k ~4@/Z "O.C 9„ z b -e .. o- t O 1 Q N it c~ L- 3 CENTE~P aN.SLAB ~4¢e/2 "O. C. 9 , c 0 f1 4G/9.33 0 r .'o S~ X6'=O OPNG u t N A110'i' CE1f11o6P/A/ ~D 0~ b. OIL ~/6 "!~ S/~tl TO ~0 M lot OE'TA/L ,s 1/4 30 4 @ /z 'O. C. Z,46X/ L!/,~i' 4 x4S'C//,4w9 /?'. t a: t CENTER /1V AIXZL .p i t 0 0 9" ~a DATE a REVISION N ~c~'O.C s„- .3-O " THOMAS, DEAN & HOSKINS INC. :'i. /- 2 r 9-'O ` OPiI/G a D ENGINEERING CONSULTANTS ~Q V b ,0 `V 1 P d GREAT FALLS, BOZEMAN, KALISPELL MONTANA b ~ c.Povr b EL 46//. o 0 _ r WASTE WATER TREATMENT PLANT a a ---o \ 'V v d ~,o BOZEMAN, MONTANA J ~~ t BLOWER BUILDING, SECONDARY LIFT STA. a RECYCLE SLUDGE METERING ROOM ROOF PLANS S" FtOf~ f~'E/NFOiPC/NG TYf' SEE SECT/ON E-P A.- C 300 - 20 8 SECTION A SECTION DRAWN &/O~ DATE 11-80 SHEET NO 94 DESIGNED 16-2 4f, JOB NO. 2i-74 41 1/2 -ole L) 1/2 It- 11 0, 6" 1' 2! 3' 4! 5' 6' 0 Fy - 4' 5' 6' FILE NO. FB. NQ TOTAL SHEETS 17 3/~ ~f/OL E 4 4/~LACES / %s ~AL UM.BAf? TOf=~e BO TTO1Y/ z //¢ X r AL alY TE .s1- ~s/~ ~,yaLEs a Y Illllllllllllllllllllllill it a //Z ":4Zi/W PLATE /~4 z ¢2 " 4= 0 a //.~ "/-ILUiY1 AiYGL E DETAIL 1 3iG //2 g41VC110v? BOL T DETAIL 3 •.0 a a DETAIL DETAIL 4 9 SEE .01UIL 0 J SEE 0,F7X1L ti -I L 7 , "J 11,e AV 9 ALUM r g` S!l///VG ,4lrW 455Y /;o /'O ¢=6 SEE OETA/L 3~SLOTTEO fi~DL6s T~'P. / 2 CONC'R'ETE .4A161/OfFS X117-/-1.BOLTS 6 t ti `I " S EQUAL S PACES ~l %a I 1 a /O ' -6 0 0 i I 0-O. S/B" 110-Z Z- T//h'U T-B WEIR DETAIL. 0 611 II 21 3/4 "= I'L O„ z-ariTl) FLARE 7014/0 ~TYP BOT//ENLZ~ 10 1 4' 3' t 1 tttmiii 11111111 /"ALUM BAR" A~4L UA9 f2 \ "OALUWBA~ ~N 1~ of 6" 11 2' 3/4=1-0 41 31 O 6" ~~/z ,4/vc,~,/o.4 Boy r iiiiiiirmmmmm TYP LOCAT/ONS TYP FOi4 SWING ARM DETAIL BOT/-/ S/LEES Slf//NG AfP/Y/ T 1 I T, I I t \ l4 DETAIL 6 0 I I 1 1 I I 1 1 Z T,~//C~t'it/ESS % " ~UBBEf~ "v T/.//CkNESS pRUBBEfi' 2%z /= A3" .3" /4v, O x PLAN //¢ SOL75 @ 24 O. C.' D. O. ANALYZER A TTAC.y TO PLATE k1l7 E~/ST/iy~' ,B~,~T /x,41" _ 2' 3' 4` 10 611 V 3/4"= 1'_01 1 4X9 "Xa ALUM /%2 ~ BOLT TUBE / ~o 'R(TYs~J ,T,,9" ` 1 M ~ ,0 R //¢0X2 @ M/Dpo1,vr ~ OF W~/R 1116' NEORPEVt 6- GA5WET SEE DET,4/L DETAIL 7 A X 4L Urf1 AN(9L E I z' 3/8 ~4LU/Y/ f~ 0 O SEE DETA/L ~I I `V t 0 0 0 - ti /%2 ;Z5 aoLTWI avE~sizE fU.4S.yE/~S 0 a 0 0 0 0 I ~. N 7/8 X,2" ,,LOTS i .X6..~ /~ 3/¢ `~ 0ONCfFET ANC/-101PS W1 3/4 BOLTS //4 uuinnlu umuuuplt mul AL UM ANGLE, SEE OET.4/L SECTION ~2 8 SEE OETA/L Illllilll 1111111 ~ ~ Oq 42 FLOW SPLITTER WEIR DETAIL 4 SEE L7ETA /L 42/ DETAIL 10 I 1 DETAIL 8 RAILING 8k PIPE SUPPORT DETAIL D.O. PROBE SUPPORT ARM DETAIL a 1/2"= 1=0" ~Ramon 2' 31 41 5 61 ~L /4' V a a DATE REVISION THOMAS, DEAN & HOSKINS INC. a tL //Z fRUBBEh' 04SKET ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT b b BOZEMAN, 'MONTANA TOE BD.~PD AERATION BASIN 93/¢N MISCELLANEOUS DETAILS RAILING & PIPE SUPPORT DETAIL E.P. A.- 0300 - 208 DATE DRAWN SHEET NO. 94 DETAIL 12 DETAIL II 1 DESIGNED 4s- I-o A/ JOB NO.. 21-74 42 APPROVED FILE NO. F.B. NO. TOTAL SHEETS .> Bl//LT Z//-O RODF drV 4"'-z'Nsu~.¢rio~t/ -Or ' ~O~/CiPETtr PODF SL.+sL3 ti L3U/LT- UP ,~DDF OA/ .o " 141"L.IT/O4/ ~~ POOF SGoPE //¢ ~/ O" Za "AGUM/1t/W Z&F17EE6 NONE J EOOE OF G'OyCPETE /e-o& l3ES//i!/p F9CED W/-It" M.QSOiY.P/' U.l/i7s ¢ "CONC.PETE SL.~B mmmm 6"ALUM/AUUM LETME5 ,(3U/G T U.~ ROOF D.t/ ~~¢;' /il/SdL.~Tiol/ I ` 60ALLIMI41UM LEM96 /2 ' C'OiVCPETE /r/.t/LL i mm ii iii .s i 8 M.1SaN.PY Lf/.41L C/O.t/C.PETE K//ti0l!/•s'LL ~uu~aiui~~ui r --RtCYCLE SLUDG - ~¢"COyCRETE .~o0~-SL.7B 8JILIDING ~rw 2101 1181111 SacL)/ER DYE,P 1~oog~ K//•1/.00 GINS - /!o I~ iC v ._ -- - Ell :i ~ -1~ s G Mffi NMI no - C--,z Fit/, .3L.9,B EYE - /. i. Fi~Yi. ss/EO G.P.4DF T M C/D.t/C,PEaE PO.xy~.STE,~S AN r F/A/. SL.~B ESE/! ~lsD9.S0 F=-]~~ G L'Orl/C,F6rE Gf/.~LL CU.PB I I .Z .QE/y1DliE-.nBLE SEcr~ovs I .PE//1DUGr.S~BLE 56CT/OA/S I of .s/.4N.0.~i!/L OF f,/AND.t~.4/L EX/STin/!3 G.PA, I I I i -jI i --~- NOTE.' dN ipE/~/UEi~l3LE .`.~.~/Y~PiYIL \ tO /YOT ET L!/EGp SEE' .DE"T.4/G ~ /.1/SE.aT ~E/yOUE.yyBLE //lUryl/n/UM E'.aS'E. i I _i I I L - J II II II r- J / /2 "/ILUM/NL/M f/~4r2/.D.P.tUl 56F- DFT.s//L EAST ELEVATION Y F/H/.s5/E/~ SLAB EGE U/LT L/P .~OF/id/C O~ "/.t/SUL/lT/Dri/ CDzA1A1 /tiro AEeAr10A PA5/1JJ i~ f i 8 "'dR///y P/PL' (CW411AI //YTO 96P,PTio,!/ B.psiit// WEST ELEVATION .C-~~isy~o sc,ga A /39EC.s/9.Y/CAl L'QGi~/Jr'E/YT /V°T 22 0 .S//OGvn/ FD.P CLAP/T{~ i' II II ~I _ ST9C.t~EO BLWL)E.D S°LD/LAPS O /9 ( O /8 O//FFLES - CUT Ta F? Illll L-~ C-7 .SEE S//y!/L.~.PI~7.f~iL 1 1111111 I 3 1 8 "/ y9VJil/2r l3GOC S~ "zz i SEA DETX~IL U C~ l0i 5~ 0 0 1/4°= I~ :0° .~i~t//s//SL.gB E7EY. srL3/oD FAN/s„' d.P.OAr F/N..SLABEIFI" 4609 sD ~R.vbE- 4'~.0.(~A/y PIPE -T O I DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS I I t GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, I MONTANA BLOWER BUILDING, SECONDARY LIFT STATION 8k RECYCLE SLUDGE BUILDING ELEVATIONS 1 I I E.P. A.- C300 - 208 SHEET NO. DATE DRAWN SOUTH ELEVATION NORTH ELEVATION SOUTH ELEVATION 94 r ( RECYCLE SLUDGE BUILDING) DESIGNED JOB NO. 21-74 ---LZ 43 t - i f. FILE NO. F.B. NO. APPROVED TOTAL. SHEETS i J t N 40"D" 4 s g;D"r P/UDTR~I,UTFD,~ WELDER EXHAUST SUPPD~PT /2 =O" 4602.50 1 e. •e e A NEw WoeK BEtlGH - SEE r P.• O O 0 WELDING STORAGE ~U.f/,4 /.ESL/~f/E" ~ f /as~r1.f/rt/EG'l/Oit/ i 1 s // On TYP. EL. = 460758 4(v D 7.58 'I 1 .SEE TRENCH^ L74 -41L ( C 1 ~~/mot/ ~9/~ C/il/E .BEGOfYG'E/G/~. ~PELD~ATE EX/ST/~f/l~ BE,uc~! ~,POM CDit/T.POL C~L.~1~. Q N 0 0 0 D TRUCK BAY s :e T C.J. ~LOpE CJ _ SLOPE e TYP. B~ P TYP 8~ /it/~'/vE' OFTi ~~if/Gf~ s' e =. 'P e' TYP. r r e INJECTO l4=D"X 14=D'(MOTD.~/ZEO) ' T, 4 METAL ZOLL-UP ~~ y DOO2 (SLI~FAGE r I ~~ e 4G075B 0 0 3'-D" /4r-8"' iL~l~= ylETE.t''~ 6.15; LZl t/E TO /.f/sJ~4LLE~ .BY 4602 50 0 '~~l~71~lt1 o s ~t,/EGf/STD.eAI.~E 5L/EL v~~ -SEE DETA/L N N m BAT,N ROOM -fo~D- i A ;e e,; a e .30° E,UD DG GULL s 30' ENO q~ W141-L 95 ° END DF" WALL 4602.50 ~, 25 R= 9 •a e .A J e. a'. 4-6)- I' DATE REVISION, THOMAS, DEAN •& HOSKINS INC. ENGINEERING CONSULTANTS GREAT. FALLS, BOZEMAN, KALI SPELL - MONTANA WASTE WATER TREATMENT PLANT MAINTENANCE BUILDING FLOOR PLAN MAINTENANCE BUILDING FOUNDATION PLAN 'BOZEMAN, MONTANA MAINTENANCE BLDG., FLOOR, FOUNDATION PLAN 8t MECH-, . PIPING E.P.A.- C300 - 208 DRAWN DATE r SHEET NO 94 DESIGNED JOB NO. 31-74 • '• FILE NO. F.B. NO. 44 viz - TOTAL SHEETS 5~ 10' 0 APPROVED 1/4 I 011 ff-m 1 BUILT-UP kWrr_ DA/ 9 1415ULATlOkl 1TYP. ) ),?o,oF SLOPE Y4"/I'D" J TOP DF WALL l4 O X 14=d' MdTO,OXZ,ed- i i METAL Z42,L-ZIP O~D2 ,POWGDGK GOL/,PSE DF .B.P/G~ I 8 "" MA~.!/,PS~ SI WALL O z X 9.40 METAL az. ,~oLL-uP oQoe~ D O F/.(/. FG EL. = 410O7.75 5EE DETfIlL l4 T5'P TH/5 EZ E ,4r1,0A1) _1 - J i WEST ELEVATION ,PROF SGOPE ~%l'D" -4 WALL EXHAUSTER ~ ,vo. v-/s I I 8" MA50A/,PSV WAIL f B'"DR,A/A/ P/PE W/ COAlC,eETE 5PLA5y PAO SEE DE7q/G EAST ELEVATION 6" DRAIN P/PE W/ /CDAVCeETE 6PLA6H PAD I ~'"CD.UG,?.ETE /ZDUF SLAB 6 11LT-UP oP al 5EE ~ET~4/L 9" IM /_A7-1&'A 4J I , ~=o x/9=o MDTD,~izEo METAL RDLL UP GZ'D.P WE-LDEiP FX.~//IU.Sr :a ~B4 00 LOUI~E,P I ®I Ac 54 -103 6G -/03 \ r, WIMPLI)w z/v/TS 5EE L7~TA/L ~ ~ X01 g-o"X9~"METAL ,POLL•lJPGt~,P /8 I LI S U O O O r a" MASOAIRy WALL El F/N. FL" EL. _ ~G07.75 I D ^ 1\ 1 V a 0 D h s DRA/N L I NE r -- -L i i F- NORTH ELEVATION SECTION ' A-A WALL EXHAUSTEe I/4'~ _ I oil In IO. IUD. V- 18 I R11Y9 SLOP TOPDF 1114ZL TUPOF WALL SE,E OETA/L L°ALUM ILIUM LETTEES = SUSPEAJOED -- ~ CE/L /AlC~ WAT f MA NTENAN -It- -JIL! IN Bl~ -/05 IPDWLOL,c 4::2v1 SE D~,C3,P/lam ,POWL~G(~ CpL/,PSE DFPP/LAC .Q L/H-18 .S~- E[Ec~-"pca~-#sue u wwmm D DATE REVISION wiuoawt~~IlrT THOMAS, DEAN & HOSKINS INC. 5EF DETA/L ENGINEERING CONSULTANTS SH,EL UE5 -SEE OTL GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT O BOZEMAN, MONTANA F/,U/~1E0 FLG?2P DRAWN MAINTENANCE BUILDING ELEVATIONS, SECTIONS AND DETAILS E.P.A.- C300 - 208 .ELEII 410O7. 7S 4"D1PA11V PIPE W/ CDAIC~E7~ 5PLA5H PAD 5EE DETAIL I I I I I I I 5EE DETA/L ~2 TyP Tf//5 EGE!/,QT/D.(1J D I I DATE ~Ei!' Ar~ 11-11- - SHEET NO F- 94 4 5 DESIGNED .ro-e,a JOB NO. s1-7a SECTION B- SOUTH ELEVATION APPROVED FILE NO. F.B. NO. TOTAL SHEETS 5EE DETA /G 7 52 _4P P. 1 /-'~5 C0rt/T. TY ~ EGY.~E r , 4x4/W90X W4U SL,RBd'YP.~ 6'~tID BEAM W/2- A4 EE DETAIL /lo"L/~iITEL v ,D 1 8 "MAS0Nes' WALL ~/-'~5~' 3-O'. I _1 A/W MQ50A1,,CV AA)V.e AA10 BELOW FTE 32,-On W MDTD.e/Z6D(5(l,~F. A4,0 BUT) METAL ,20LL-UP UGY~e W/ MAA/UAL CHA14f OPEZAroe l-#5X4=O"@ 3~0"U.C, VET EMPED &D" I17-0 GOA16egTE BulL1-up ~DOF/~!/a 9"W60ZAT/ON ti d,I ~QlP -- /~" G/rUTEL 4x9/W4.D X W4.D W.W.F. IAl R'0DF SAAB ~TyP) j - -I SG -/02 -*4@ /Z"EACH WV N 0 s~ = /o/ o l -"5~3~0"O.G. v I p p IN QW SC -/D5 I i II C?YP.J O /.o.. m BG - /03 ~ ~/4"x8'kC0A1T. )t W /2"xCo" L"SHAPED AA4gX 00GT5@ ~8'"~A/D BEAM W/2- #9 !/A2/ES /G -/ "Mll I W II II DI~SLOP I I Iff Q & D P ROOF OR.4/N -r r8" 60ND 15EAM -..- W/2 -*04 @ (7~yP. ~ 11 FD,e 1411 1ODw _1~ce7/101(/5 9`90A D 65AM W F4 VP M SEE DETA/G COAICZ5rE SLAG SEE FLXE PLAAl 0Z L/MlT5 I I SG - /O I vl ,0 `D BG - /03 8"MA50,U,C; WALL --g"MA50Ney WALL I ~S MASDA/KV WALL /6'- O" I !F TROLLEY RA/L II I r/ #5 @ 3=D"OL' I I I II II II II 1i S 7 -/5.3 Q ~\ II II II I~ S" SAID BEAM V2/09 W/Z-#4 g 9=0 0G.(TYP.) L3 AO &EAM W/2 "4 BG -~z /g O I3 EM6EO Z-D" /~t/TD COrUG,~ETE bfIALL (Ti'P) SC-/03 O 2=O.. ol RODF ORA/N 3i/4" /~Ey //DEL =460775 F/N/SyEp SLAB ' EL. =4607. 75 1%)1 SEE dET.4/L F /AU15HF_D 5LA8 FIV1SHED SLAP FC_IAI15HEO 5LA8 G/~t//SNED SCAB lEL. =X7.75 /A/// F-1- = 4(D . 75 EL.- -W7 75 , 5G -10-3 - ~~llr~~lll (j) I ~I DII 'O W I %') I U.) ~r} h ~0 7w 9" II 1~ I 4 ~I of I 1 l-"5X9'D'~ 3=D'QZ EfT. EMBEO 2=D" /NTD C0A/CK,ETE WALL (?W) 4x4 /W29xW29 W.. w. F /A/ FZX'e SLAB (7SIF) ~4G~ /2"DG. Rf SLOP, f4 T5'P. I I 11 SEE 5ECllklAl D ko ,0 h #4@ /Z"EA. WAS' 0?P. ) (A 1 .a I II k. ro}_ SEE SECTI ~De ryP ez,415TZucT/oti GDt/ST~L~GT/D.U 6 l~ 3 4 COAT. (TyP.) .s I I J 2=0"TYP. CT1P. 9" SECTION X\ AT- 90 - /0-3 SECTION E SECTION D% SECTION SECTION 6- 2 '4) g~-O" 46 I, ,~/E,gvyvl./rv T?E.t/Gfl~if~.rlil9E t~/O~E.t/6~.~1E 9 NUTGH 2x45 ALL Qj;) ARL7Ll/I/D PE4 &XeD '.J) o o e o e e o a e o 1 0 o c o o e o 0 ~ - -~4 ~or~r. 2.4- 6 ,sE-~ ~°/z oc 9" 9" ~TH/.4TE~7/E.4TE~ ~~FEELECTi~/C~,4G~ r ~j T.P.4 %P/~E~P ROOF PLAN rsEE'EG. c, 1 110 1/8=1~0 2X6 RA/L5 DRAIN DETAIL t\ 0 6" > 1 _ Z 3' 46 #4 T/ES CP 4' D"o. d L 0 " 1" = 11 *:4 TIC-5 O 12 "o. gl/ 7/,L'~ 9' /X4 BR,4CE EA. O -5/DE POST 2-- #4 DOWEL S //VTD --Al4z20WZ-Z5- IA174V ELEVATION .4ODF SLAB 4X4 POST 3/f` 2X4 X S L /Oz"BACK SUPPORT, FASTEN TD LAG BOLTS //E.4rE.E~ EA. ENO ~ I 5zz- 5z_C71O1v I-OR COLUMN DETAILS 1' 0 6' I"=1'-0" ~9~.gro,~-r~ 3/~" L!/9lE.E~ CLOSET iLG~.ty 5L9~ DATE REVISION -'r-z'ywanq zr-'06z~o pyl-81Ac"I THOMAS, DEAN & H05KINS INC. %jKr_A[ rALt_z', tsutmm'Ar'l, KAL.1wr_L.L_ mu r-i i ENGINEERING CONSULTANTS WORK BENCH DETAIL 7 --- /_ / "fi r-4.~LE - L if `Y.4lcriC9 ~/.t~C'c~ WASTE WATER TREATMENT PLANT (i ,~i-7-,FM BOZEMAN, MONTANA RISER DIAGRAM MAINTENANCE BUILDING ROOF PLANaMISC. DETAILS E.P A.- C300 208 rdl --- DATE DRAWN SHEET NO ~i 94 DESIGNED JOB NO. 21-74 46 STORAGE SHELVES 4 NO SCALE FILE NO. FR NO. APPROVED TOTAL SHEETS 6 -DETAIL TOP OF G,OOVT CHANNEL 9GO9GG 2"~Slfi~il9f~iP G~,•4~JFE~IPGY/T E-Ty~l 3.~ILC'FO~P .eE/~/fp,~lE~?Ei(/T 2'r.~.~~GYT/D/~/.~IG 2=0" 4Z"2-5 '~4 @ /Z" D. C. I/5,1?T/CAG ~4 c~ /Z"OG. HU,e/Z. iP//l/C? TE/tl5/U~ EFFL L/EAir W.'/,P .PEOSEO ~ SCUM BAFFLE TOPDF WWII- n FLDTAT/wit/ T~/GyF~I/E,P ~LDT/iT/D/l/ T.U/l.~Eif/E~P ~E SECT/orr/`~ ~ - - - - DETAIL 2 scull OLITGET .BAFFLE 00E,eZ 4449 ALAPA/I C7EA F /L10TOZ 572LICTU,eAL AN6 LE f1AA./ID,eA/G #1 @ /Z"D.G. %~„ A9 f MAX. L/QU/D LEVEL ELE/ =4609.75 6'"SCU~i1C/rUE- TD SCU.f9 sir r, ede,11 2 - 9,: 5 ~-741 1 A El 6EE PLA,U E5 MDD/FIED EX/5T/V4 ,BAKE ARM W/ 5LUDlaF W1-FgPE,fWAL P /PE6 E OEFLEGTO,e OZ-141 e DUA/TE~WE/l/-/T5 5 4 BAZ5 t CHAR/NEL~/34E.FFCU6NT .~/PE SEE' sECTrot/ ~E'Tl~BI3.DLC .eez oFD,PC,!5w 7 ~ V 5- ,~4 ADO//7D~(lAL O CTS Oil/ WAGKWA -' Z-6t17 ~r /rV SLAB - I 2-'/0" MOD/F/EO /2/FL 1-15 T WELL, !3£CGSU~,oD.PTs~ r ~C.A/l/ ~i FV'.':~Yyl 2x4 KEY r1'::$s,s 'eEMd!/E TOP 9`, CO/U7' QF EX/ST/~/la `~ t CO/t/G. WALL (7;~P.) FILL UD/D W/ CDM -AG7-EO } C~ QA I/EL -X 16711 C? CO,(/CeETE v 1'' CLA,e/F/E,E WALLS C,~/.4A/.f/EC QG O8.4Z c/O/r(/TBET!3EEif/ DLO j ~iUE~/L 3QCG SLUT~'i~ POG,ICE A& GDiUO%/TTD/L~OTO.P t Nr~ 1{ CVIAlT A/ CNAU.(12 L /&~° EfFLUErc1T'F~PE ~ OP DF C~2OUT C AkWEL 4GD8.9Z /2r r l5moovE TOP 6" OF EX/5T/,c1C7 ColUC, WALL(TyP.) /it/STdCf Jll/iUT~,QL Tyi~C3~tTF.-,~STDO.~E ~T.4/L ,~EtifDUEl~.eO%T V t~ ~@/2oc. 8'• O 3f) IN C///~/~f/TD E.f/ST/tiG TD//l/~T.~fll G/,GTE,PSTD~ T/~/iUTD E.I/~T//L<~ .STEEL CEA/TEJC 1161 Lf/AG L. G'~7TLEdSC!/~E- 5" 5LAl3 GU/4X 9- ,;vz ~2 W4.Dx W4O /ST/.(/G ~ E,~LUEif/TP/iL~ 3" %Z" ZZP -/T MATEZ/AL SECTION SECTION / / / r 1 1 I 1 r 1 I 1 1 I WATE-PS TOP 5' 6'; 2' 3' 0 6" I' lz .1/2"= 1'- I Z=d #4 @ /If •DC. /Z" .vorEs: /. T,//E"E.I/ST//l/G EC4.P/FE.PEQU/GiG1Eil/T/S IIOD.P.P-OL///E.Q ~/lT/Drt/~Cq,P/F/E,PI////T FD,P,4TEif/FODTOEPTI,! T//6 CD.f/TWe-re,,.P S//,~CC .PECOrC/ST.PG~TT//E"UN/7 Us/it/G TL1E E.Y/5T/N6 CDGC£CTD~P <1,P~LIS~SC~EEd~,T!/EdP/UE ~EC/lcf.U/SiG1~~T!>/E 'C/<1C,4~G/<!f%t/i(/Ol//l~UU.P.4/GS_,4if/EG/ ~i//.o~D.PT /~Y!/~Gfiv ~/6!3<OLLE<TDrP.4PiLf SGdoo.P~Tf if/EG/ ~//fi1~L1E.P.4.PiL1 f -5l/PPD.>°TS~//El3CET/rE.PI/EfG#~/EL3 /if/FLUEif/T !3ELC~iUE!/S//LT/Dr~/.o/~/.!/~~/,UC/dErr/T,4L F4B~P/C!!T/O~l/.~./.r1CC BE:o,PDI//GL~O~/~f/ST.4CCE"U BYT.S/E carrr,~crD,eQ.rro ,ill E4U/P/t1f.~f/T .PF._,4sSE~f~1BCfo.T/~E E.I/ST/if/G L3E/.P OlefTES,~/ALL BE/il/EO.P~F...P/JTEO G3/T!,/ T!/E.SC!/y1.81-/FFEC .PL,GTE T//Eif?~Lf/U.f4lTU,PE.P DFT!/Eil/E!3 £D.?~/~~E.UTS~l,~IILG~TE.PD1/.f/E T//E /Q~,~T/O~!/DFT//E.UE!3 ~C!/OGE ~/GT/D//P/oES. Z.tlGC B!3U/O.f?Fil/T~ill~Es~D.P/ES .S//eGf~E GL~TB/GEC BI~iG/,G~U//FACTU.PE,P. /~"~El3,~TE.P/iUGC/rr/E 11 /Z ;PECf~ICESI!/G~E O~ r F/GL I/O/D W/ COMRAC%ED 6eA(/EL 1 r r VP GK" 4,COL/T ,i MODIFIED CHA~/,UEL 4608. G6 .x~E dET.4/C SECONDARY CLARIFIER PLAN D /?f".Y L/l/U/O ECE!/0G04.7S j, //E,P/Ff/.4GL E.f/ST/.UG d /G1Eif/s/Oif/S /~t/.~E/CO. ,~ .SEE -S!./EET / FO.PC-,E.:%/EP.~1L S7.~TU.P.4G.f/OTES 5. Fa.PD<P/E.UT,4T/D.f/~~/~/if/G.PU~/S ~c~E~,4.Pd k/EAT~/EiP G'O!/Er ,~E' 1~~7A/L II I~ SE"EST.4/,P s - - -= Jl C~EA,~ MDTo,~ WALK WAY W1 rW 1-1M1DlzA1L5 SECTION A ,EO46 OF Coi/C. SUMP WAU 5"COrUC SAP NEW 5vVMMEP MECHAI%116M ii/EW 5K/MM1,U4-2 £5L-AA95 2`6X3za''r~"~,9D~1 CEiI/TE.PEO eETU.2M .5LLILE E WF(/ scull BAFFLE 2' 3' 0 6" It PLAN 3/4 --cum TKOUGH r W1 SUPPoeT- SST /if/~,4EE' 4 v v 0 h AIEW 50 EE A225T , 5'M " MEr O644E L--~ /PPD2T5 5/ZE TU 6O;r EQU/PFU2V/SHED 30"MAI D/A. OF //1FLUE(IT G"SGUM 'P?PE /Z" STEEL P/FE 9D' SHD ~T RADIUS ELBaW , 9"I.PGC-f//Ed G~~ Z"G. Z17- SWEPT V BY 10' .5 0 5LUL LSE W/T//D,CAWAL MEZHAA116M 1/4" = 1 0" I® P/P,ES z" KEY l~lP. N 5"CDd/C. SLA5 ARDU,UD SUMP \~ yOTE S/!AO/il/G /if/d/~,4TE5 E7/S2711 1Z"FLAk1 E-D . TD MFCN. ,JO/h/T.S~~ WATM6TOP(VP) ST,PUfTU.~E~ EQU//~il~'E/1/T i EX/ST/,Ulu CO.UC,~ETE CLA,2/GIE.e WALL 4s HD,e1Z @ X4 PT5, \rr-&L v/J105 W/TY/ CDMPACTEED ~,~Al/EL DATE TYPA)VUUO SUMP REVISION TDG DF f THOMAS, DEAN & HOSKINS INC. F/LL v4/D W/ COMPACTED G2AV,,51- ~,PUur -A BLADES CLEARANCE ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA /Z~/arE,~/~TG,~r,~ b G EO.UIPETE TD /if/ST4CL l 3.4TE,PSTDP /Tf~/J ,5V5T/r(14 COVCA5TE ~/MG~ E "r' WASTE WATER TREATMENT PLANT 15QUEF~EES A 4rzoEUI P/PE FPOrLf 4ZCAT/oU B.4S/,u BOZEMAN, MONTANA 2"CEOUT SWEPT h(/ OY MEGHAIt1/SM 5" COrUCk'.ETE ~.AB d 4? CaTCOCIECro,P .s~,P~EarD RECONSTRUCTION OF EXISTING SECONDARY CLARIFIER a MECHANICAL DETAILS E.P.A.- C3OO - 208 /2"'PECf/~CE CDlVIZ2 P,lf 2V .PEA Y d2O.P~lGY//S. SC!/IyE~SoE- 6" 5GL/GYaE P /PE~ TTCEO SLUDGE PIPE DRAWN DATE MA5.-B!3.B. A114 8 9 SECTION SHEET NO. 94 47 IAIFL 1-15A.!T FIFE DESIGNED ozlz JOB NO. 21_74 SLUDGE SUMP MODIFICATION FULL SECTION / 4/1 Sf.4CE FILE NO. F.6. NO. TOTAL APPROVED SHEETS g11 - 1.z 2=0' VEe7-1efAZ- ,2~iUG TEAJS/U,U EFGL L/EAJ%- wE/2 54E1/. ° 9101(. 3 3 a O SCUM aAF~ E / ~E'.DET.4/L TOP OF Ca4OL/T Cf~Ait/t/EL it f115 = 4603. GG MAX. L /Ou/D Z45VEL EIfI/ = 460975 a a 1 ;O D O al O C,,PDL/T UA,~/E5 a 5EE PLAAI ,D a F//69 PD/2JT /A/ CPAIYVEL 180' GKOM 6cFLLlEAIT PIPE it TOP OF 6KOLlT 6HM/AIEL El- F_V. 4 zo06, g2 .5- ~Q AOD/T/WAL CTS ON WALKWAY Z'/0 D, #9 @ G -,0. e. CE,U7EQ 5- `71 eAZ6 DIV SLAB •o 5K/MME,2 MECHAN/5M PLAN SIZE TD L//TEgZIIR RIZV16 D-M /l IMQUIEVT D/A. 121., I-1 Z x 4 k,5 u -z9,U 7- Z G,QOI~T 5Gt/APT /N ~ MEcHAA//5M Z' KEf'/T~P~ SAAB `"`" • . . e W41-W STDP TYP_ o• A RV 32'6" 0 v \\Q s n~ ~D ~P ac.'J %7 e z ~45laD,eiz T5'P a ~EG~T,4/L AKI)U,UD SUMP SCUM OUTLET GAGGLE OI/b'7Z4ZO 4Z-AeM 6'EAE MDTD.e 5TCUC71 ,0AL AAI4 LE NAND12A /G - - - 1~ P L~F EFF~uEnrres6gy v ' "s 493 [~ /B"TYO'.5/DES I ~s~' e,61 0-6 9 , SEE DETio/~. 46 r Z4" /NFLLlEA1T PIPE FEW AE PATIM B/l~if~ LD~,4T/Oif/TD G/4.P1~ ~3/~Grl.P//E.~ #95 I /oG~rz@ i¢ PTs Z9" / ~UEA/ /.7 -TYP A,Q/JL/A/2.5//MP e~WVI'EZ A/ UIAZ-L O~• P/PF G"SLUOhE P/PE a 5" ~~AO 1&1 -1 x4 - a v w4eox W-4.0 5~ 1 z I I a .. _mi . a ~~/Z"STEEL P/PE /Z" O. /. P/PE 910 ° EG BOW W/ TFl~PUST .C3LOC,(' @ /8" ~'qs @ /Z a ON 25DTfy AKMS /~"OEG/,4TE~P/Q/G G/OE ,0~-TL/,ev 5LU06E ELL /Z ".~EC"~CZ"ESLI/G~E' P/P.6 e. z FLAAI6ED ADAPTOR TD BELL i /TT/nth-? /2" EFGLZJ,5 F CHA/ViVEL EFFL L/E~+..IT l~l/E/-2 SCUM 3A1cG'ZE 1 / SLUOG/ E S!/iGl~ / SECTION P D 'e SLUDGE SUMP DETAIL 2 9"1a,24UEG BQGf'F/CC~~ 21 31 41 51 6' I/2"= I' 011" O 6" I' ' A'/5'O" FLDok-1 /~ AIOAPD NAA/OeA/L T/O,l/ TDl/,.Py ,P/~/E.PS DTI-ONI CH•~RO SECTION TOP OF 6E421T CNAAIAIEL O 1 6" 1 2' ELE(/. = q~08. 4Z 3/411 C~/q~t/UEL '~/~~" EFFLUEA./T P/PE - 5FE OETA /L ~ 5-'D" SCUM T,PDUGH 1 W/TH G" SLUM D/5CHAZ4E P/PE 1LOC<lT/D~(/TDIQI~' 1 `~/CC4P/f/~~P SEE TYiYY<~lC !3.erCL FO,e S' .PE/.f/FD.eIEtiIE~(!T -e Tan OF Ci~DUT C/fAit/AIEL ELEI/. = 4lOO6..6e~ Cal c 2 2 ~ vc 16111 (17 -4107 74 -"`mac-~/2'0.~. r ra xa,~~ir r -fr ~TO SC//GYE.~/.~G1~ /CY.4T/lLf/ TD//.?,~Y ~/LId.P/F/ESP /2;~EEY~E.~/yY~//~f/E %2GL~!3QTEP/.t/G E/~/E LOC<lT/GYf/ TD !%APP ///L.rLQ/F/ESP SECONDARY CLARIFIER PLAN DETAIL SEE',pET.4/L QO t STRUGTLI•QAL AAJLLE HAAIOPA /L 5 -WAILeWA14! W/ HAVDG~4 1L5 f 0 611 It 5KIMM1% BLADE 3d r-r C,EAe MOTO,~ //E,~fT,~/E.P CD//E,P SEE~ET,cI/L Sr~EST.4/~.SC//E~YiCE 1 1 .1 5K/MMEe MECNAAJ 16A y~ SECTION 1 EFFLL/EA/T WE/2 1cETL/A Al 5LUP6E WFIL . SECTION MAX. LIQUID SUM ,BAFFLE E ELEV. 9609. 75 ~s 0 r /A/FLUEAJT WELL 5C[./M T,20LI6H W/SUPPD2T /AI<LUEAIT WFIZ 5//PP&W SQUAKE CE,(/TE,e Cf}4E SLUDGE W/TffO.2AWAL PIPES .-EFFLUENT CHANNEL-- DETAILS SCUM P /P~ 5K/MMEP OLAOE 5K/MME.e `PDST 10 `SUPPD.QTS s 1/4 1'- 01, pa ALL PIOES SLOPE 06"Al/Z'=- OP TU CFJUTEe oEFLFI TD,Q PLATES A20U.UD cE.t/TFF CA67E ~~14va,;e gwlgqrz,~- REVISION DATE ti THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS 30 "M/V ,572---,e P//~E I0 , D GREAT FALLS, BOZEMAN, KALISPELL MONTANA ac WASTE WATER TREATMENT PLANT e r fL El!' 45 96. !G /z " BOZEMAN, MONTANA D V rs~p / D.. o D s. -e-e SECONDARY CLARIFIER P LAN, SECTIONS, DETAILS a MECHANICAL DETAILS /~z" BLADE L'LEAII?AAJCE 2" 6.POUT SWEPT /it/ !3y MEL'HAAJISM 5"CYUAVc,QETE SLAB 4UEEC;F~S ~'~/~t.IFLUE~UT P/PE- ~ _ -Cl/7'P/~'TO~O~/~O.P,a~/TD~/,(1~G/,4DL i 9 • E.P A.- C300 - 208 1 DATE DRAWN /2 ',PEcfeeE -/~/Y-FP/PE SHEEJ; NO -5&-1-4L, zlelle 94 JOB NO. 21-74 DESIGNED 48 DETAIL FULL SECTION FILE NO. FIR NO. APPROVED TOTAL SHEETS R BEAM SCHEDULE BEAM SCHEDULE SLAB SCHEDULE BEAM SIZE BxD LONGITUDINAL REINFORCING BARS BEAM SIZE BxD PRINCIPAL REINFORCING STI RRUPS LONGITUDINAL REINFORCING BARS STIRRUPS SPACING (FROM FACE OF SUPPORT) SPACING (FROM FACE OF SUPPORT) SIZE a TYPE SIZE a TYPE MARKi,', No. SIZE LO C. DETAIL MARK No. SIZE BAR SIZE REMARKS LOC. DETAIL SLAB THICK SECONDARY REINFORCING REMARKS MARK SPACE LOCATION DETAIL REMARKS 0 CONTROL BUILDING BLOWER BUILDING BC-/D/ SX/lo" Z Z TOP G34T 0 r a ' /® 3'"~ /n/Qlo '~ GIG, /@3" Z 2 3 15 8 TOp BOT G2OT ~m9145rle-31 D CONTROL BUILDING -tF /Z",Y/G" BB-/O/ 4-0" A=D" 4d0" 2 5 TDP ~T BC-/OZ /0 31"1 =^ SEE ~~'-/D/ 2 2 4 ma REM®6 ~ /~3" T~ BoT i lN S 2 TzJ/'~ QL'9T ~4e llvr. CGL'UMN ~" Q'T. 4 a ,UVN 8X/(o~~ (5"'rxaO BB-/DZ 4 z 454f -/03 gr7 /-11 O F ,BEAM OR W JL.4;-~ SEA ~" /O/ 2 2 4 77Jr~ F~JT al Le 11t,7: WVZZ /Q3~ /oho" /o@G;'/17.5'/ 8.Yh:p5 -/v ~¢ CocuMN '7 2 S 2 z 2 TaP TOP •~T s-o" s'o" /~3", G@Yo" !e@lo ~ /Q3". 8X/6'" ~,- geIW77MZQ~1- z'd' PRETREATMENT. BUILDING z 4 TOP BST ell 8X/Z" ww"c'- BL ^/GYO 5 2 2 S z z -c <r llvr wwe TD/~ GAT 8X/z"' -r?-;I BG /D7 SECONDARY LIFT STATION 2 rt /- -r-0-9 71 IV6 Z Z 7?JB T17P .~T 4f S z •-~" Z ' AI ~OOG', /G~3" S /dXi~" z TDP ~r I° /G .~~ 510'• 8X/Z"" I 4~0" 4'-D" 4' EST. "ez - a /.rrr. ~ f.3L -/O/ W,OLG /Q3 ; ,~1m4v/2^ gor /3DT BX8/L Z Z 5",5 e- r~l'- 13 '~- '!::2 11 powEc60 /NTO E.VO/Vi0![s'a BG- ZO/ ¢` EN.C7 w.srG f~E/17~/Z~ /~.~'• B aw Z%527/ Z =lo" 2 ^/o Z 8 xZ4- 3' Z 5 to TOP row f~T I;o of a ~.-¢ £xrw.atc ~a-~ 3 ¢ EXT. W,9[L BG - 20Z ~.-Q,. Z.O., ~!/EJrAl,L7v iY,oLG '--~ /G'S'3,'TAO,/(.~ O" /Z"XZD" 3 TL7~ .~T RETREATMENT BUILDING I~ LIFT STATION No-2 f3G'-203 F3~A1QSj/C~3" 7 z'-G" z'-G„ 4 4 -15;7, 7 7 TOP ~T GAT li ~o /®2Z®6 RQrI@12' Corr;rte'/@ - /ZXZO" 3 5 °I /Q.3; ,~~D~11 ~" TOO ,B07' p) 7-VZ:1-Ve9 /ZX/lam ` ~'r3F 3'-d 4'/la4SQ1//S1'if~GLG Q 6 -ZO/ 7 ~ IriE/JiQB j /®3" 4e6l'7-jpv&z ~SE'CrioN (~~°~ FL94.4DOZ RE/Nl~RC/,t~' z' Z' /Z +'SB" 4 S TIJP ~r f~~Q/2; /l?3" yE/•s ~/2; / A3 Q/ -Zl~i' Z'-O" a•-O"I ~~III +-¢P~•2OP ¢EXT. ~3'ALG-~ Z TOP G30T ~M~Z/ 9Qo'; /~3" ~I s 5!5--,VZ A~f 20)V~' 1-4- I~ ~Y3 I ao /02 ~ EXT• H/,gCG 1 3 7 ~ Z, ~" Z,O.• P I if moron' 'wezG 49 8 TJP ~T REM~~ ; /l~73" /ZpY/G" 10, -~3 I 8~X /lv " 2 2 BL-.3o2 /~3, FREM @G " 5 Too E30T 1#3 F 1 la I I ~ 8L - 30/ ------I LIFT STATION No.2 RECYCLE SLUDGE METERING ROOM 4 2 2 8 TGP kB~•/ ~I a /G~3'~ R~'lOiz" " Z 5 TOP BR- /D/ /Z XZ4 4 7 GgOT BR-ZO/ S'X/Z" z 4 /rZ;W ~ ~T FLOATATION THICKENER ¢ ~vv ►ua/c /Z.r'/8.• BS-/O/ Z 3 4 8 7Z7" TOP 697- y"CEy Z:p.. /D,YZD" /3S-ZO/ . 9"LE6 -v; -IF115-eW r END Z Z 3 4 -0 TOP rDP QOT 9"lCG BS-ZOZ T-0" Z,D„ EE ~ /OZ 9"!E~ ¢ ENO IYACC -5f Z 4 TOP ~T MAINTENANCE GARAGE ..-¢' S1/MPWgLC ¢~ EYT. {N,SC'G -~ ~ R. /O,I'Z~" ~I BS-ZD3 8 zw /'0/ Z 8 .9 /mnwrx &W TOP Q/JT Z=0" /zXZd ]#3F la ~ GDuihv BS-3D/ 4 .i/7 @~' /GF7 ~'. - AERATION BASIN TLS BDT Z 7 9 °I ~ M /ZXZD /® -:W" x~/n~o~" BS-~Z ¢` CDCUMN zZWWAl 77)--/~ O3".4ZI- 419 s Z BS-3o3 Tan aDT s -o" z=o r ~e~w,y 3131-.~z a I 8A'/lv~ /Owl/ l~ "y 01291' 211 BLOWER BUILDING x5ul-A:5v s a"c- FLOATATION THICKENER 4 Z 8 S Too TG~ ~T /Q3 ~ RE7ll~EJ/Z"' ~T z -°" ,.- ~` Ed/p Wq[L ¢ END !'YgLG-.. I ~ BF-/D/ it aI 4f z zfvr 8 .5- 10 72~P/'::' /PiE!!1Q/Z~ /G'a3" 2=D"49 Q/S ~- ~ END Wi0[L. TAN BF-/DZ 'I D Z Z-O" ee r. aun c 8-T /l " /<p 3" ydov 60 " 0. BF-ZD/ 3 4307-, 1-w~X42:PA177(~P. 2 7/70A IS Tl~ /~T 7 0 ",a,4R ro Evz;) 0,=- 2 z'°"~ E.tT. CGN/C.Wi0LL Z=o'• i al 8".Y/3" /G03, ~/rIQ~" ~F- ZDZ ~~¢ Dv~Rr~ow ~'~ st',ar~-1 a. Z'-G" Z' G' 3 4 1;- 16 6 M P Gar ~Dr i /Z ~'ZZ W#0~c"- 4 X 4 -W4.0 x W4. C~ /@ 3r" 20@ 9"' f.3F-3D/ 13F 7'-. SeE SEC770A/5 s~o•i SECONDARY LIFT STATION TO/~ ~r 2 la /6~3~ 13F/AG 6"' ~F1F- 20/ 2 Z2 2 ji: 5: -'5z! 5 F Z e'71eA /9 r451)41 AERATION BASIN RECYLE SLUDGE METERING ROOM 3 3 3 3 8 8 8 ' 8 TO/a TOO TDP ~T L~r /O' /o' L] n /G~3; i3E.+l@/Z~ 6' m~ 3-6 "I 3 G.I 3-G I -52!Ev ~~zf z 7/ :I --;e ;2:/1lcvl QD /Z',Y82~' Z"CCE4~ffi3'a AE4 /D' SEES,{/~Er/f/o.37 t -4 ,fXr. "4t n FD~i ,Q47G.4E/NR7RCfoY4 3 c"I eV 3 3 3 3 O'c- S 8 8 8 TD/~ TD/~ f~JT /9) 1AX,W41Z Q) A0, n/ Fx r /Z~'82 MAINTENANCE GARAGE 3 3 3 3 3 S 8 8 8 8 8 Q) -xr. All, TDP TDP TDP ~T ~T 25 6a 4621 /Z".t'8Z" [4/03 A-'5,y CON 77 <e~C,0494E 6ZE 5 Z C r,(OA/,5 Yc 55C0N40.41f)e,?S1AtA'0RC /A016 (7) 11 725 ~:Ofi'r- (P'E'00-cr %5,EC7'1c-;vV-5 jc"CA? 3 3 3 3 8 8 8 8 roP ToP 6oT l3or /A/r WAa (1) q) (7) -geser W-42 -4f /ZX82" -41 Ile 1/'-/, e2~;W,252F aVS,:5,-o,01'0f W,41F 45W-1414ODA4~O 6V7' jl~-e'l 7-010zle- S !0 3 Z-le'N A607- Z-.rr llvr IA17- 49 1AIr /Z",Y¢lo" ,8.4- /OS 13 S a 3 IA17- @ /0' 2te" I / /Z",r~ ` BA-/Olo DATE REVISION THOMAS, DEAN & HOSKINS INC, ENGINEERING CONSULTANTS FALLS, BOZEMAN, KALISPELL MONTANA GREAT to 3 Le Exr W.W q) lisr, (g) 0vr w n/ le A 17 117 4!5r7-- 11v7- IA17- 1-5, .8.4-/D7 /2:t'SO zv WASTE WATER TREATMENT PLANT G Lo 3 91 57 PVT BOZEMAN, MONTANA zte.- I I ~e" 0,-4 1AIr WWI 0) et 6"er 52525-.~w - -Z~j Z~40 Ia-lc/w cl-~VIZJ11162 STRUCTURAL BEAM Iz S S AND SLAB SCHEDULE In E.P A.- C300 - 208 DRAVqtN 4 10 3;- 15 DATE looV7- IA17- SHEET NO hf1rx10& q) 0), 4eFxrx-4& 94 DESIGNED JOB NO. 1 1 21-74 49 APPROVED FILE NO. TOTAL DOOR AND HARDWARE SCHEDULE ~R Ff3AME 114, 1.: / 1011 VI-C V4,61ES 3" STAIR TREAD DETAIL AEar//or STX/PP/.t['~ z- IV,471G 7YIW f/E49 TYPE ///NGE L6YX CIOSE,QS S /ZE ///4MB 67V,13 F~/~4/~/f8 S/GG W1O771( OL /.4/LS No TYPE f~/SE RUN -e 7-M-4O ~Oft~E.4 ¢ SEC~I/oARY G/.cT ST4T/Ort/ C 4E.5~.4~T/DN B45'/N CGd~S/Ti30G BU/LD/NG 3! ¢'- /0 3=Z"- SCE Eq 5,zXr/NG /D/~ CD/ve.. f ~/8 3//6 ~,4,4ro<- Fi3A~7F 57E~G A K /D X =z" - S G)EI,J SF17G/rLYy 4 =D" 3'-~"-rD" /O/5D ~/ 3~5G7 2/k~p /I 4/4D /7/5/ Z c6mliC. - ~5 /D z 3116 A 3/iB --F'2- - 9 %Z" METAL 3 Z =G'XG=B"X/~4" A 8/,6 7/r8 9/r8 3 G 7-45 /O" 3'-8" 4 CD/UL: 8/ia P 7//8 9//8 4 , 4 r C 3'-D" /Z=5"-/O" 8=3"-/SCE '. A,a149 /7/5/ GONG: I ~Y/.S'r/N~ - .~E f3EU.SE Sr5%EOO0E .S~/Tit/a 5 Z=!" ~/SJ 3/5d 7/~ a/So 3/Fa 7/~ /~/ETAG G ~/6 3'o~t'~=BX/~/4" 7//a A 9/ins L -F'-AF~1017V5 llow Z=G" 7 =3" - 9%z" G = 3 "- /OCR " 7 /Y/ETAL Z-'~".6: 'X/ 3/4" 8//8 7 /z/i8 A 7//6 L r r 5/~ 3/~ 7/50 Z '/N /V,6TAL 8 ~50 3/~ Z~.~D 4 =O" - 9/z" Z=G" N/ETAL 9 ~f~ETREATii'JE~V7'" .SU/LO/~(/G 4 -B" N cavr,. /O 3"O:YGB:i'/3/4" STEEL e ~ 7/ice 3//B A B /O L Z -.: 5 X,/4 Z/ 4 Lc -,'0 ~IZ VC11, 0/,F, 5,!: 9Z 7- 3 7 A E: W Ve /-f/, n Wel R 5 7 2 D'_a"_/OCR 7 "- /O" // CD.(/C. /D =O",i' 9!D" I ,4G2'1/NCB /+9E-T.~7L GL2~13- SURFACE MD/~VT 9 3=0" -X -' -Al 0-7- ¢'-O" - 40- @ " 4'- 2" -/D" A.4/9D /7f51 G'DNC- /Z 3=O"/i'G=8",Y/~4" (3D (~-7) 7//a 8//6 G /Z//B /O /O 4 x/50 3/5D Z~3~O 8/~ 4/aD ¢/50 r' 3=2"- 9f~z„ /Y/ETAG /3 3'-O" - SGT " Z~~// 3'-Z" = 9vz' METAL /4 ~l-4/.f/TE(/.4~t/CE BU/GO/Nl~ Z G" d/ETAL /S 3 ~G~".~lo B",(~/3/~I 8/6 3//6 DETAIL I DETAIL 2 50 ,5/LEL /D G Z- a /r 3 Z"- Pyz- N/ET/4G /G RG1.'UNG MET/4L G~f; - .S///4FACL~/j/!.~'/rt/T /Z -5fl-<3 a Z /DII s'-l0" -10% 1 /Y/ETAL /7 3i/>"iY6 8"X/ ~4" BOLL/il/G'~E7AL 4QZW- SU~4F~L"E/~DY/NT ~/}~rasizEo A 7 //8 8//B 9//B /3 L CGWTi4OG BU/LO/NG 3 =G7"~'G=8"X/3/4" . A 8//8 G 7//8 9/i8 /o fo t 2;; 6.~ -;714 - e116 rs r 9//8 B 7//f G /O r ///-~v 3/~v -:N14v 2"-4~ METAL /9 /lv P,4ETREAT/3IENT BU/LO/N4' L, RXC/i1/lr HIETAL OGa9i1'- SURFACEHIOU~t/T /7 -4111v vyz 111o:mL ZO 8//8 B 7118 3//8 . G /O 0. r /lE7AC Z/ z-&, METAL FLOIiI/ER SECO~(/OARYL /FT ~U/C,O/rW /V- 7//a 0) <//a .4 9//8 /9 " S72~EG 171, A //ZW46:~~251 8/i8 N 9 9/tee' /O 00 2/ S/i8 /2/i8 B /a E- -lc-;Al Iva. Z//--/ Z2 B 3//8 G /O Z-9; /O 73' .9 L C1 24 /2116 /p G 3'O"Yly ~B:Y/3/4" 8//B Z-!F B G /O 9//8 A 8//a Z~ 3/r8 L /O --Y//8 Z7 /4 8//8 /O Y G Y Y Y n/ -1~vz FLOTAT/Orf/ T~/Cf ~i(/E~ (;t .8116 ~Z>3'D "X~=BX/4 STEEL 7//6 9//8 B N z8 /o z:5) 3'"X6'8 ",~'/~" .3/i8 8/i8 B /o L DETAIL 5 DETAIL 6 ef7A1;Wer,-'W.:51A1 3f/B 8//8 B A~> L 11 1 2/ :~v 9//E3 .~j/4 A 6//8 G r v r r 7,-.47rl,::~API lVe. 2/FT ST,4T/O.V /i a - -57/:~50 43 157 yr 7'~- lor" - //<~p (z)C//) 8/ia 7//6 9//B 3/ STEEG G' M /O .2- 2=G X68 "/~'I3/¢" A 7//8 /O 9116 32 L r r 31;--01QW77Ahf raAle- 6? ~CUr'9 F'/T S//ELTEFT 8//B G 33 71A 3//6 r B /O Ar 19/4 - -52'-4%47' AM MOM 0- A1eZ-'1aAr .r V.9R/E5' V/NYG TOP G4P-AGG EXTER/OR G~S(TYP.) kT ff VAT115s H -.-F-77-P z-~ z- Z R 1 H i N 1 x D x METAG G~ r L/OGGD/V METAG 17G27R ~N,SGKJ G"TYP. SS£ N DETAIL 9 z- llr --31e DETAIL A. B C /. C</.4/it/ /,/O/STOBEB,4T/O~f/ `1/~S!/EET/YlET4L !!1,VV /O RU.L;3ER A/R R9FFLE-ASTf~4GAG fit/ f3_~JTTD/~ B4?, f?!/~R .ST?~/r~OrVr~Yl/LL~" Z. l'I//Dr~il//rt/!p' OI~Ef~ TOP .QS' OETA/LEO 3. 4 %z"X 4/Z ; E4C//OQ24 Tzq'ozE//ZPr~, EXTEF~/OFD y /rl/l~ES ¢. 4/z,-,f'4%r", EAC//BDi/D/~GFTTD//AYE/~ /cif, E.4C// 7IPG~14 77, "WZ- // S ,4CL OGLl4 ffEYEO TO /~AS'T/4 DETAIL 7 N4:- t ROOM FINISH SCHEDULE ;1,4. r1z z- :? f I-el -Al 7~- 7%2~,E- Wt7V,7,6A1--V Z 61f ~'0975' VZ- W Z 461 q, f 74: ~WY &;?," WAI"l V -Z3Z IW11-46~F 725- 1VA-1:- -Al WIA Ir, 2 5 V1 19h 5 e! 5 r/- 11Z, 01A la STA I R -,,DETAtL 10 1/ 2~, 1,_ 0,, 6 6" 11. 2! 31 4! z11-~-7-571v7%O1V Iva 2~ -5z-26" ilAorm-5- - ~5~9!F SECTION A DETAIL 11 /547 57Z-FAI InAF~F-4.O -- - 161W2 - /y'47 1/2 8~ L--- ZWN Yld W-- 5'- ly/ /40 1,9A APIF71'1 WINDOW SCHEDULE /-y 21 0 11 6; i~-&;) lift trw-- 1--31r-0`l,,!7ZZ11W1A1Z44~' 4W471-M7 -t;7 /evx/iF. -31" DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA cell Z cEA17- c A cl w/t F WASTE WATER TREATMENT-PLANT '~-e6 1-1140110F- 5~ -f3re4V4qRY 41-~- -57,-V774V e 46 Af BOZEMAN, MONTANA DOOR WINDOW a ROOM SCHEDULESAND MISC. STAIR DETAILS,, - 17 16 DETAIL E.PA.- C300'- 208 Xmn cW' r4 7 VA 7 71le 3 ~_A:A' /I PT DRAWN DATE SHEET NO 94 50 DESIGNED -'5'- , JOB NO. 21-74 TYPICAL METAL STAIR FRAMING -'DETAIL SHEETS . REL NO. APPROVED FILE NO. 1W9ZQrP 11t1-'7e1e,,9 771UF Z:5~,5 FLDD,P.//gTI,L/ CD!/E.e FD.P GP/T T,l//G.f'Ff/E.P BU/IGY.f/G - .~E~G4CEE.>`/S7/yG C.rIST/,PDrI/EGY/E.~ !//T,//F,4B.P/1f17Eo STEE-G CDUE.e , .PEBCAIEEX/ST/~/G SC~~- C~TE- .~/.4T/O~/.~/EELS w/C.e4/l/.~ G~.e.4TEp BE~UC!/.ST/1~f/O -3/i(/6LE ..S.oEEO .P1T/O2 •/.o.PD!//pE T.P~if/.S~4PEil/TOI.c/sT/Ci3~`.~~' ~Dl/E,PS l.QST /~l/EO/f/GPca~TE ~G' /% ~l2 STPGCTI/P4L Tl/Bi~G ((%-~"`<!/EI.fE.PEOSTEE/iQ'gTE i ~~ ~y :1'49'\ ,.~ T~OFE,7/ST/~/64.~/~B ro W/ NOO.t'S l.C~l~t/~ D~CFITE~BEit/~/,/ STQiI//D ~3/T,P/il/S~,PE.(/T .%4ST/Lf/~ESTEiG1CO//E.P. S//U6CE_S~EE~ ~.XlT/O2Y7 l~ f T~~E2 E.f/ST/~(/G ~tlST ~~, ~'~ ~ 1 ~o:l'~B E~1,sT,.t/G - i /.eDr~/FLDD.P Q T E!/EI.IE.PE4.4lU.f7/~f/U.L1 FGG{~.~ PLv1TE. 'F.P~if-fE ~,~Qi(//~D~E.P.~fT6O:STA~I/O.4.Pp OFFSETSTfliUO '~/I.P.C/!/S.~.PE/(/l fGQsT/~ /PE STEiLICd//Ee ~,(/G!E G<ITE' ti!~!/f/UF.4CTl/.eE.P B.PDI//OE` %BtlB.4SE~G4TEdi(/ V" c ,PiriG} /.vvr~vouv/ -V 1 6.Y/ST/il/G .c.P,4.G1 O,oEit/ C.v/,4/Uit/6C iUlG7%yT //G.UD~/I/L-~.POU/GC' -3G"OTE/////G u/2 ~-~-r,~,~/E,4,~`srE~ 6U/OE'CiPOs,S .~~TD~f/ Z • d.. i 77- /f/DTE-STEiG/G/_S/ZE ~B FOP p'UF...PS/O//G4rE.S~//r i~LJ~ T" D.P //.4ULT O.P//l~T.~l~ //OLES/i!///J F.P/I.GlE E.Y/~T/it/G F.<<ffi/E-G,fTE~.STE~ 11` r .4 G.FDUT /% ~STEiIl . e /.f/~T,4ll,4T/OyDFC.P.stl/,~GT~.P,~ITE! BE.ti~.~/STQf/as GR T-THICKENER BUILDING HATCH O/(/ E,~/ST//l~G SUo6G4TE.c,P.4iGfGS - Tf~ O O Cis & MODIFICATIONS DETAILS ~PDU/pESTEiG1 !.///DES Oz/ l/~/S//.~BGIPTGEit/GT.4lSDL~.PB-O"' ~A M fC!/SW //!/l/EPT P1.95T/C .STE/y COtiE.~ J a 0 O L3/T// SEAL .15 V h V C v IAST//l/~Dil/~.PETE~ 23/~fX-e :1149~.sir/!LE Q-Q c /3 1/Z O O ~.~Ol//GE ~3B<1SE /7' LYdTED//F.F~~E- %~il/l,~O.PBDLT ~_ L/,4LC S/GPF.4lE Q O O O -j (~/~B.4.P -02 P BU/LO/.UG w w ~EESf/OE-GGTE_~/.~/EGY/,4LfO.P OFFSET PEDESTAL OPERATOR D~Ei{////6 .~/E/G.S/T~!3/OT!3 F/JCE iLIOU~/T/il/G /~f/ST4CL.4T/O~l/ OFiUE!3s!/G>uGGTES~Q~7O.PS -Tf%~"/ GU/OE E.POS.S -SETT/O.Ci f I G/FT S TtfT/per(/ 2'D'X2'D" ~3 ac Tl/.~E-s/ 1 U CCEfLP /Gf.4~f/.Ll~E Q hl a ~3/ X2~;Y~d"' l.P.~lif/.f~O~E.P.efTEo /~~'ST4L -7- VO'1~T,P/I~fISPQCGl/T~'~JST/C STEiG/CDUFP-S /,f/GLE~EE4 - .e,4riDz/ /.vsioEwa« :~if/G!E B a y FLOOR HATCH SCHEDULE a DTL. i W/ ve 4, e-e'! ez, a-- w ..v i a 6" it 0 2 FGDD.P DPED////G 11/2'=1!- 0" a E,~/ST///GG.4TE~ 1 - 2 "'r12'&,11 W1.6 riEs~~"OC ~L r ti 3 /s~ "BEY ELOEO FC,9it/GE TOF/T .oEDEST,GG B~JSEF.PD!//L~~O , if/OTEI3EfO AfGT.P,~fil/E F//TB4l~/~/G PL.~TES Bldly l,/.4ldS A.PEUSEo ~ c'o~t/il/EET/Gd~l/.S /-f/STrJCl4T/Df,OFE.P~i%~ O~EP~ITEOBE.UI!/- Tl/ . r SLIDE GATE DETAILS w D' ST,4/(/O.S Dif/E.Y/ST/it/G COrl9iGf/~l///TD,f'SUOEG.~TE~ NO SCALE r 36:Yf8"TOE OF-3/-~~Lyl/ODO C/C~.~/T pUTf!' / 10/U/fi/ '101II B-B C •sf4 FT SEAT/it/G.v/E~f4 l //T//,l 3DOOO,P~I/i(/L~/.Glf.!/dTEO ~FT~QT/rUG//E/ID 3SFT//,~/sE~lT/.U6!/Effp ~Sf/.UCESS STEEZ ~o/PEsa~oo,PT~ ,~ .3`TEG/SCEE//E 0 ~~asTi«D~~~Ec~Es i /DOTE T///S STEG.rO,P ///ST</LL,4T/Orf/ /rt/ (/AULTS. T,</E BOTTDiGJ STEP S,~/4CG BE.4 /G1A.Y/~UiG/ DF 2 G ;OBO!/ET,~ELOL3EST .4TER STOP ~XC/z ;r3r ~livGLE ELE//.4T/Oif/ R~ BOTTp~fi/ OFT.~/E //4!/LT STE.oS S/l,QLG BE f'LllcEL7 l 3.~/E'il/ //.~IULT /S ~'/.PEO o,~ c,4sT. T/H.PEE /TEQU//PED LOC9T/O.t/ TO BE DES/l,NATEpBYTf1E j'Qil/ll/D,~BD/TS EiVPs/NEE~P 1W THEF/ELD M 1 V a V SLUICE GATE OPERATOR DETAIL TotfAllF/LATEL,L~'/2 TO~tf,4Tl//G,4TE"~U/G!O VAULT STEP DETAIL WALL MOUNTED CHART a WRITING AREA DETAIL 0 3". 6" 9" I' NO SCALE NO SCALE VAULT STEP HANDRAIL E /i a e~aruvU.r.~ ~i~ETaBir/~ /T~.~l 3EE DET.~/G ~ FD.p S.~C/ND INSTALLATION DETAIL / i/2'~,d ~zsT " 3/4 = I'- 0" 6 1 2 a \ry 3/8 X2i/z "XB'~ ALUM fp o~ //sEcFrsTB,Qs~Fde ~il/EC3.P.4/L/iUG O.f/ E,~/.ST/if/G EDi(/.ST,P//CT/O,f/ F1 IHI a /% ~.4LUif9/rl/Uifil ~/~E UR. ~/G.(/T B B ~G F/LET ~/ECq~T~BJ r z 2'.~ o..4lUrr~/~f/U~~~/.~~.Pr -Js 4fA- r /tr CM16eETE SEE G1~T,4/L .f/OTE•USE'~G/EY//gt//C.EL Tt~s~' JO/if/TQSSEGfLC/S~O~UGQTE.~(T G/FT~2 .4LG .SrF.JfS ro NAME ~9~t79.PEyr PL,gs~ s~E~s CotiE.Ps i ~$'TEEL C.vq.Y.!/EL /U1DU.f/T FCUS// 4GU~Ll/if/Uifil GPI//il/G /SEEOETd/L/ AS .eEOU/.eE~` ' LIST/.i/ PL.~CE /f'SE.P.- 3' SLUICE GATE DETAILS ...~ETYPG/.4GG %?'",!'.,r'".~ TDEBD.o,Pp !3,L/E.PE.PEQU/.PE4,~/SS//~3if/~ .PE/if/.~p.PCEiG/Eit/T NO SCALE DlVaelldzlzlrf/GS-.oLAIEOw//w/S/GiI FIIE 4e-levlll"' HANDRAIL TO CHANNEL DETAIL HANDRAIL DETAILS 10 F.Q.SE/4 .oLGTE .fi/O///f/T ,4-S,FEDU/.P6.O /~f/ST~/CL TDEBD4e 4-S. ea-am.PE%O-S//OL3.f/di(/OP4!3/~f/G3 HANDRAIL ANCHOR 81 UPRIGHT DTL NO SCALE NO SCALE GRATE SUPPORT TO HANDRAIL DETAIL 51 0 6" 1' 11 11 it- oil 0 3 6" q, 1' z Ilrllr 4'~r -,~e 11/2.'1 IL oil 1 1-v/f/jo REVISION DATE HOSKINS. INC:. THOMAS, DEAN & ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA 7d- WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA 4& -5WfZL 0-F S 7L~,~/- MISCELLANEOUS lci5lp llfw=z- aVs- 6P 74-z~ loz/-Zz STRUCTURAL DETAILS E.PA.- C300 - 20'8 DRAWN DATE SHEET NO 94 CHANNEL WATER STOP DTL DESIGNED JOB NO. 21-74 WALL WATER STOP DETAIL PIPE COLLAR INWALL-AC PIPE DTL 5 1 STRUCTURAL 13ACKFILL E-rL TOE BOARD AT STAIR DET411- it if It I- 21 ~11 it 11 Ito 6 11/2 =ILO 1 1/2 =1 -0 FILE NO. APPROVED SHEETS 1/2"= 1 1 oil 0 Ism 1, 2 WITHOUT SUBDRAIN 11 11 NO SCALE W,Y.Z" /4.,x,2., 2 ?~~ ~%B~,rl~f/C,~/ClPBGt'T.//GrE:ST.P.C/Gi~/T //¢„ 7YP //001"r ¢ -/8" ~ G -30"' CD,PEl~ 2" ~19SC1~/9~P1 BLOCK Gf/4!L OA' COtiCeETE WALL. O N L~ ti "b W J' "X(o" ~' .z - 3/sc" 9307 TYP ~~ 0 apvw -BOLTS @ 3 v t AS TEN GRAT/N (i TO /1NGL E T/E .0111 E Ca /6"M9X. LAP APE/yF. SO 014. ~ J 9D° QAiP S/ZE SPgC/4yG TO MATCH //d P/Z, BAPS-AlllzPE SPAC/Ii/G.5 .D/FFE;Q M/1TCH LE55EIP S,1=WCiyG -LAP BAP /ZE ~ ,5/gmLG TOMATCy f10.P/Z. B//.f'3, UI,4H ,,PE SPAe/yG5 D/~~,~' MA7C//LE~ SP.¢C/NP, ---- N015r 5RAf SEE PLAN/ 5 Ave S/ZE- .4ND L OC 4T/vN !o"X 3/8'~ ~.r/arE.PSTOP i /X ~" L 5/m PC-Z;) q B. L3UL B TYPE LAP AD D/.9. ~O d/,q! EA. W4Y ,z X 5 fYE-Y ,D //e v L 3 XZ'~'3/B' r m_ O O DETAIL 12 DETAIL DETAIL .4T6~T,P~lGEOOD.PG~E~f//~f/GS /~v~aiyT.4i,~E«~ ~.PET.C'E,4TiGlEi!/TlX///LLY.f/6S 52 WALKWAY GRATING DETAIL TROLLEY BEAM SUPPORT DETAIL 5 i 52 I I NO SCALE NO SCALE T/L Gt/i,~ O /G " M /il! SEEBCD/%//OBELOG/ D.P F.P..4rfi/E r aq,P s /zE ~f~/l/ ~D«S %~!/,4/~S-CCE.4,Pti1.4/~f/~DD,P ~T,POLLEY,/!O/STBE,4/Gl SETBv7TD.GfDFLL'D,8 T/E GI//r~E ~ 4~1 qt' LAP APE/~YF. So BA.P vi.9 F,~.siGfE Tv TD~DF~.4.Gl, /f~,P/z. ,6.Q.Qs - !!/f/~- S~iyGs 57TJP OI!!B T3'Rr' /'"KEY I rJ L-~ L _ =J !~I/~TE~- STOr~ SF. DyL j~ WHEEL QUABD DETAIL TC~!3/.s/G / 'z' L'O.P.tE.P QA,~ 5"e=-- 9s ST.2/O A7T.~1C.U!3/T.~/ ~/EG"Tif7ET/lC.~PE!3S, 7%2 ti tIL///d//~f////t~JG.~IITE-BEif/T.P,4T/Oif/ 0 A V11 10! 0 V DETAIL DETAIL 15 16 DETAIL 52 52 A Z7 --" I? P • 1-3f CONCRETE WALL DETAILS Q ~ O ~0 2!3/OE • / ~~.DEEP ,591V CUT J .4 STaif/DQiPO GDO.P ST,4i(/0.4,PD ODD,PS :.SEE a a ,O N SLIDE GATE SCHEDULE aDD,P S<//ED%6E 'r•4 ogp /Z o.c. G/rITEPSTD? T/ECG/La1vffw4p, / o" ,p~Er,PQTi~v,4s,PEarii,P~o ays~,yo~at~~ CLEAR OPEN HEIGHT IDENTIFICATION OPEN ING FRAME HEADS MOUNTING L'Lir 9L7Z7)F ,4rS- tV/4. 4E5 SU,PT.4EE DFBE.4~GJ If & TYPE 1,n(ATION WIDTH HEIGHT SEAT UNSEAT qT-,/O/~/T SG-1 'l SG-2 1 SG-3 1 SG-4 1 SG-5 1 SG-6 1 SG-7 1 SG-8 1 SG-9 1 SG-10 1 SG-11 1 SG-12 1 SG- 1-3 1 SG-14 1 SG-15 1 SG-16 1 SG-17 1 SG-19 1 SG-20 1 ESG-l 2 ESG-2 2 ESG-3 2 ESG-4 2 ESG-5 3 ESG-6 3 ESG-7 3 ESG-8 3 ESG-9 3 ESG-10 3 3'-6" 3'-6" 3'-6" 3'-6 3'-6" - 21-6' 3'.-611 21- 6 " 21 - 6 " 31-0-1 3 1 -01' 2 1-6" 2 - -4-t 2 t - 4 2'-4" 2 -4" 2'-4"- 2'-4" 2'-4" 21-411 --61- 2 '- 6 21-611 2'-6t' 31-6" 4'-6" 31-6" 41-6" 4'-0-1 3;-6 4'-0-1 3'-0" 31-6" 3'-6" 31-61- 4 - -0" 21-6" 21-611 21-6" 2'-6" 4'-011 4'-0" 4 -0" 4 -0" -o-, 3'-0-1 31-0" 3'-0" 4'-011 4'-0" 41-0" 41-0" 4'-0" 41-0" INSERT INSERT INSERT INSERT INSERT INSERT INSERT FACE FACE FACE FACE INSERT INSERT INSERT INSERT INSERT FACE FACE FACE FACE MATCH EXISTING 1[ 41-6" 31-6" 4 f -6" 31-6" 41-6" 31-6-1 3'-6" 31-6" 31-6" 3 1 -611 31-6" 2 - -6" 2'-6" 21-6 2 - ~6" 2'-6" 4 1 -0" 4'-0" 4 --0-- 4'-0" 31-611 31-6" 31-6" 3'-6" 21-0" 21-0" 21-0.1 2'-6" 21-6" 2'-6" 5 1 -0" 41-6" 31-6" 41-6" 4 1 -0" 31-6" 31-6" 3'-6" 31-6" 3'-0-1 31-0-1 21-6" 21-6-1 2'-6-1 21-6" 4 1 -0" 4 1 -01' 41 -0" 4 1 -0" 2'-6-1 21-61' 21-6" 2'-6" 21-6" 2--6" 2'-6" 41-011 41-0" 4'-0" FL.4S :01 "CCE4.P TOBEQ.GT 5 1 -0" 41-0-- CONCRETE CONTROL a . /1 P ~/EETiffET4L .S~.~E!/TDODD.~ 11 f l f f f 111111 f f f f f l f l 11111 _JOINT DETAIL t f l,!-I'~ STEECOoO.P /j/ :l'% ~"vw, l ST.P/P--GLUE D J 72 !/1f/GS2/WQIES t _ /O N 2~ ~4 ~L~,4,PF,PO.f1pOD.PTOBE.4/L/ lolillINUTOR 11 .4EE ST.I/,P SC//Et~l/LE- D NN A. ti b p D TROLLEY HOIST BEAM DOOR DETAIL WALL CURB DETAIL NO SCALE 2 ~.t'-~ ''KEY 3 -'O"Tf!~ 18 TREAD DETAIL 52 a SCALE: W2°=IL O" 1. It w,~r~,c~sroP -WATE.P STOP L)IVER. #1 31-0" EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 1 31-6" 3'-0" V 101- 31 -6-1 3'-0" a. k .GlET,~fC ,~.~sf/.~(,G.SPE.P..~Ec P' ,BU/LTUB.PDOF/.UG .4STE.P s~EC 4 i .~JBPLY T,~//S !,/.4TE,PSTOP TD,dLC G/GLLS~FLOO.PSCGG//T4lT/,f/6E,r~,f/6 T,Qit/.f ~//QCCS /iUFODT.4T/Orf/T,///GYEiI/E.P E,(<E~TSLfJBC~ ECSlGOS~G7 iLf/lF/D.PBDCTSC~ f =00. c. Q .4> D fl•. a LF,GLSE SC/1B ; ~I ~'r.Q p/~ c EQC,~/G/OY ~E.C/TE.PEO Tl~~ .94CorFIZI- iGJD/ST!/.PE 8.4.~.P/ESP Y WE i SLUICE GATE SCHEDULE or y •4~D~UE,PETzz lee 'SDDB I I I -G HEADS ~EE'TY~~`ECT/O.f/ FO,P.PE/.(//i/.4PlE~/Ei(/T SUMP DETAIL WALL THIMBLE OPERATOR TYPE HEIGHT SEAT UNSEAT NO SCALE COW T/NUOU5 ME rAL FLAS///NG' SECONDARYj I-LT.Di'Y. 2-1,T.DTY. 3-LT. DTY., 5 - %T,D. DI";. 6- MED.DTY. 7-LT.DTY. 8-LT. DTY. 31-0" 3'-0" 3'-0" 4'-0" 4'-0" 4--n,, 4'-0" 4'-0" 4'-0" 3'-0" 3'-0" 3'-0" DIAMETER 4--0" 4--0" 4'-0" 4'-0" 4'-0 F" TYPE JOINT TYPE 4'-0" 4 1 - 0 t' 4'-0" 151-0" 15'-0" 15'-0" LIFT STN.1 151-0.1 15'-0" 151-01, OVEREXCAVATION DETAIL t G"do%f/TSE,4C !3~lTE.PSTOo /I,~~Cy NOSCALE !3/T.</ E~O.YYo.~1STE•GLUE LIFT STA- I TION #2 aiLORIINcE cc)N-r. BAS DI 101-01. 7'-0" 7'-0" 71-0" 7'-0" 7'-0" 51 -0" 7'-0" 7'-0" 4'-0" P-0" a 3'-0" 3'-0" 3'-0" 3'-0" 9-LT.DTY. 10-LT.DTY. II-L-I.DTY. 12-LT.DTY. h•' WATERSTOP DETAIL 3 52 d~PLf~ ~3irv B :~l.G~if/.rlf~/BlQ!Y!34!L ~O/i!/T SEAL Tf~OE l/SE 45 S!{0W V ON PL AA15 EOD,f'YG,4STE6LUe D c3'/ AVIP 70 3 0= le"'Iczle a~~-4111o~ FCAS!//yG TYPICAL LINTEL DETAIL 20 ~,YT.PU~EO .4CUtif/it///~ OC.4il/,~ ~~.oT/~/G 52 2",YZ" ~1S''C4yT T/E .4T /G "/l~Q.~TO ..SEG//.PE\ BU/LTl/,o,PODF/BUG <1S.~E,P.~E< L//T.~! .~lil/C!/O.P /Tf~oJ //¢" //v I'Dz/fes- .d DATE ~".P/G/a /.l/Sl/L4T/Ort/ THOMAS, DEAN & HOSKINS INC. /if/sT.GIL 6.PAT/i(/G AS ~./O!3i(/ Dr(/ O,PIII3/iU6S ENGINEERING CONSULTANTS r -~'~o~r/~,eEr~,PDDFSC~B .m GREAT FALLS, BOZEMAN, KALISPELL MONTANA 3 1-1O1-57- RWIZ 43-A~14?` WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA MISCELLANEOUS STRUCTURAL DETAILS i .~D.P Tf~O/<.4L l/.SE E.P A.- C3OO - 208 DRAWN -731< A61flIg DATE- NOV 13790 SHEET NO 9.4 m JOB NO. . 21-74 ROOFING DETAILS WArERSTOP DETAIL 10 'HOIST RAIL DETAIL 21 WALKWAY GRATING DETAIL 4 APPROVED FILE NO. F& NO- TOTAL SHEETS 611 52 NO SCALE NO SCALE , //IT V STp~.4GE ~1lElEB///G /.f/F/L>~~9T/OrU' -OVA, 5'Ti~l/G~ll/~E STOP-~E T.4~t/.~ G -~/GG.dr/it/ sTG.~.4 E ~OEsy.~/E,P/.LGG.t~.4~OFF OE/1/.41c~.~it/GTit~,4rfiSFE~P sL!/GGE l~.E~i~/l/O/F 5'ECI~f/~~iPf t ,G~,~f%4TE~iUG ~.5~L0.~/ir/E~s/~f/ 1 Pow _ II; I TO ' OEfy-4TE~/NG Y ' s~t/i//GX3P SCC/GZ~E . ~//E~/G.4L !.cc.~ir~sFE.~>a FEED hv~/TET q~~~r/O~t/ T~~' .B,¢siv 1 t ,gE,~~O.f/B~r`S/~f/ LO~it/E~/T/O~t/yfF FiPO~/CO~t/T.P1'GSLOa ! I ij ~E/Y. ~TE~if/G f F,~O/l CGi/T.POL BLGY •~L i .~Y.l/Gt/rLEr Cf/.~l,{/~t/EL ~ I I FUTI/.PE ~UG7GE I cf/LO.~/~t/E" I GO~t/T~Cl ILL ;8.~~5/~!/ FL?c%PE J`-1 I' .vE,P~riov G.P/T GG,4.P/F/ET .~/rf/NO.3 -f ~.P/yl.4rPi~ I 4L.~.~/F/E~ , s~- SEGDit/0.9~'` L- 5cy/~~ it/O. Z I f~/~ll~ sT~l /ON COti1/!'l/~f/U/O~~_ .f/O. 1 ,r/o, z _ 4E.~. prior/ i sEG'Givl~~ GGgit~/F /E.E~ :1.110. -*e I TSLUGY~ T-6~if/.~F~i~ Bf~s/it/ii/O. Z I if/O.1 L C~~~L!/.(/UlOrc~ a~ 1 I y1c~Gi'if/f/C',9.t///G,4G I rol l v!sp SETTLEO~~ sG//GYx~ I r SUL~//U~P i ~.3~.~/,I~IBEi~ /.vFl~l/E.[/T I ~G6L1~/~//l/l1J.P t,r/0.3 .i ~GGL~.~EOG.4lE, _ L ~~Psc.PEE.(/ Bys-~rs.~ ~ -mss I ~l/i1l~ it/P 3. ~E.~Al/Oif/ SEGP~f/GsGY/Ys .F'y 1 C ~ ®liE~FGcPiI/ 1 .B.y's/rl/.r/O. I _L cGq.~/F /E.t~ I L- L/Fl .I 1 I I I I I I r /.vLET -~ ~-rY r E~9T/O~f/ I I ~,y~o,Pi~vE~Tiorv I. ~.E~pi1fC~~t/TiCy~,P/~/G!J/rl/G III F~OT.~1T/Oif/Tif~/~ ~E~ I s~U~~Is GU.~f ~L.~.P/F/ESP' ~f ~ GL.4B/F /~'~' x la- e .~/LL .~Y//TE~ I 1 I FLDT.4r~.3 , T.t//C.t~E//E.cy r s~O//O.q~Y -5L//GYE I ~.P.GI~.S3~f ~Gl/laG~~ T///G.E~.t/E.~I B U/LO/~t/6 I 1i~.9/GEC I ~E~Oit/Oy~Y ,B~ ~.9SS ~ r cyC~.t%1/E ~Ur FityG/!!GOif/Ti~OL g OG J I _ J • Tam OFD/G~5'TE,~' j!- !T!gGL ~B9vi1Y 'f/,L~/lif/E.P T,//G~Eil/E~P' O/~E~F~Ofy~ Ems' /~h~//l~i~'J~Orf~STfi~ FLOT//T/Oil/ T///GifE~f/E.~ OliE~PFGO~TG L /Fr~~~/T/O~f/ ~~TTGEO 5000E ~T TiS~/Gif'Eit/E.fy L/FT ~'r.•~1/O~f/ -S~/oE~it/yi.4rf/r~ E3///LO/if/GO.C~.4/it/ 1 !~E it/O. ,t.E~E1G/.fyit/~ IJ.P~/if/~LLc°~TO.t~ J ~j/~E.E~if/,9rgt/T ~/f~E.E~it/!/l~ii/l O~iS~syOFF Ol~E~PFL'O`iY v~~9~oFF T.s~i~,~E~r/E•o I Ti 0: E/IYEI~ -S000G'E Ci~E/Y!/Gi9L a# G3~i'GDiP/NE I sGl/GGE ~ ~agoic~sr,9 ~/~E~ir/.9T•~/T 4 le-e I FEEO i~wl-P, 5GL/G~E ~.~///lE~4it/G'E G'Oi(/liC~OG ell//GO/rf/G I ~/~/~,9~y~000YE I G.P. ~!//>/~,~.fF/iv°sFE~ O /GESTE~"~ LEGEND. ~t/U.~sE s'Gl/I~GE PLANT FLOW SLUDGE SCUM t.P.~/LEA /~f/~/EGrO~ ~C//G~ET~,4,f/~fE TO S~GG~/l~i~'!~ ~rGEsro.P- I DRAIN LINES CHEMICAL SOLUTION CHEMICAL FEED WATER DEWATERING DIRECTION OF FLOW FLOW CONTROL GATES FLOW CONTROL VALVES GATE VALVE SCHEMATIC (FLOW DIAGRAM o~F~fLa~ ~P F.~O~YIf?-GTTGll~1OF f~~ill~/.~1~~/GE~TOrE~ DIGESTER SLUDGE AND SUPERNATANT PIPING TOGf/G~ir/ 7 ~' ~~COyrcyOG f3L~ f~iE~/iYJ.~if /~ .O/GfSTEO SG//GYE Todli~Tfl9C/L T///E.~E//E.O sG!/OGE ~-,~ .i ) I I I I ~Z-c 5,11 e: 0 -1a T.~/i~.rE~[/EO 5LUG?~s..~ m,m .40/LE,~ ~, ~E'4T A 1 /C//.4.t/GE.~ m r I I yt~Es sC/.PE .~G-G/EF ~FL.4rflETi~iSy~ I . ra~/~~srEG~~ v .r/,gTU~.~1G O r' FL,y~ET,P.4f >O.f30/LE~P~~ • f ~4 • oa 4~ sE~r/GE ~s f30/GE~~ I ~l/,4T//~ G G~9'S N4TG/,~9G~~ a~ FOP GOr FG,4~JE G'EGG 2 GE.f/E.f39~JiC~ 8 s PRE LI M I NARY .f//,~Tl/.~.9G ~EGI/G~TOrP i C+~s`.SG~yI/'fEs~Or~ e-- -8 ~iGESTEO o /GE5TE0 5G~/G~E DEC 1 2 1980 ~ EQU/~iYIE~t/1" m .PEA/.PGUL////D.f/ .f"EG/.~c"C/G.~"l/ON 1 I L m ~U~~iv0.1r T~ sEcor/o~~Y ~ d /6Es1E.~G.~s s~zpr/.vs~~~' illETE.e~ oiG~sror T /'/GES'tEi~G~ GAS PIPING DATE REVISION O /~ES/pr~ /l~ETEif PEG/~P~l/G~ /O~ BLOWER BUILDING e ENGINEERING .,CONSULTANTS e v p /G~~TEO~' . e WASTE WATER TREATMENT PLANT LEGEND GYGE~T.EO MONTANA sGUGYE -w- Dd . PLUG VALVE CHECK VALVE. GATE VALVE CONTROL VALVE DIRECTION OF FLOW GAS PIPING SLUDGE PIPING PLANT FLOW DIAGRAM CONTROL BUILDING CONTROL BUILDING E.P A.- C3OO - 2108 DRAWN DATE SHEET NO I -41;L~clr /925t:7 DESIGNED JOB NO. 21-74. APPROVED TQT I .P~~r/r~,PE 5 EC~f/d.S~.C~/' F~CJY/' SE~G1t/V,q,~~. ~L 5lz /l E~~(,~ 2 F.~OiJ9'.FLOT.~1l/Oif/ . Tis~/G,~E.UE.~ ~V/.s~iT .4,PGE ~~ >.y/GS~E//E.e' 1 F,l ~ECG~r/l~.4.PY - r I sU~rior/ GG.q.P/F/E.~.tdl ~U~A ~'ECQt/V~.~Y sw~EO /.moo//i?,~11s1 1- %~if~/G.S~T/OiI/ f G//l~J~ pro /~,Pi~.~Tiov .~.Pbs7~//E~Pi%4T,~J,f/T v A ~'.rrv~vvvES.~/~PE 8 F.PtJyJ"~~GIJ.f/.~,PY _..TD G'.~lLGlQ/if/~ m i sCU~yl f~/T 5Ll/~Ef~/,y1f`~' 1 Ty/~,C~E~t/E~ ~sLUGYE~1/~~' Za. Ci~/GO~it/E. f~~s/Vd.4G .f/O. ~-YcCT f~EG F.Pl~IS'EC'O.l/py,~Y . .19~G/if/G /~U~O i!/y1i~ sTO~~E' ll~1 f Ma. :O/E.f~//T/.fiF~'.9/if "FifO/YI ~.s/GO.~/.t/E. .>~c~s/V//.qL F~OT,~T/O.t/E~1f//G~E~t/E Td ~,4.C"Sf/,~GG 1 TO ~G~/G~~~ TO G.~.q/~/TY; GOi1/~t/EG~T/O// r /~t/cET.~.Y SECOit/V.~.E~YGL4.(y/F/EiP ~.E~O/y!' sE~GX/G~iF'l~ G~L.4.E~/F/E~i!/O.3~ ~/yliv • •4/ice F /LTEif'" -fyf~iPOG'L~'/E _t r.PAiLE.~' ~Er/zEv sLl,/G~.~ F.P~.FLOTAT/Orf! Tip//C'.f~Eif/ET ~I sLU.r-'Y>E~ sGUOGE A A A ~ 5G'U~YIf Uill~ • 3 CC~iYlf'/ZE.~ .SOrfS" sEG'~.U!'f//~/! 5LC/V6E ~C~2GP~. J.Q/~5000~E J _ ~/q~h'.Y.4rf9F~QT/ ~si~EGl/L.gT/d/G. O/~/~fLiP.~iYI' f'%if1f TO sU.C~iE" J .UO Z ~.4l .E.fvF•~1 ~,~~/-~YiB~s/.r//~El TOFCOl.~1r/Or!/ Fi~o~t~1FLOl,~1T/Ort/ sEG~i?f/0.4~f 5'Cl/i19 c T~5//G~if~E~t/E.Ev cam\ TiS/G~Ei1/E,f - TO f -LOl-4T/O~/ SErTLEV ~C!/G~~ T~5'/~,t~E~t/E.P L J LIFT STATION NO. 1 LIFT STATION NO. 2 f.~'Li.~7-5-ry.rl~ z GRIT THICKENER BUILDING 5'EGO~l/V~ic 1!5L!/GY~f F~'~lFTS'T.9. ~t/O.1 S.45Yr(/.C/O Z ~ ~//1/it/~ ~ F,PO~1.9E. ~ E / y.4r/Orl/ . p F.f~d.19.4E.~//T/Ort/ 5'EC'O.rt/G~.PI%LUd6'E~c,~ VTOL /Fl~'T-~~~ 5 -ETTGEO sGUG?~E I .c/LrE,~ 1 r i T.git/if' -.Z-7S2 71- ~ SLC/C E' U/.4f ~ify,4rYI~!/.fili~ AR 0//YIO.P/rYd4.c~Y F.Po~ SEL~if/~,4,C l~ ~GG.~,t~/F/E.P//O. 3 Tif'.G~',~Eif/E.~GJ'/E.~~O~Y m do 1 -~-`~- ter">o z~Fr$T,~riovuo. / e~ F.~O~ ~'EG~71/G.~1.PJ~GLq.P/F/E.P.Gf7 f ~G~YGO.c~it/E'~Y/rT/G'1f~s/.f/' I C~,q.E~/FIE.e~~I T///C~~c~if/EO '~!/~ FE0z7fz rt/e 7-1/%: G~-4rC~/F/E.C~~f/O. Z ' TOO/G~~T~3P~ ~OEGJ%4TE~/~f/G Vl .E3L0/yEi~ FLOl,~T/Ort/. T///G'~E~UElle, F.PO/YJ SEG~i3'(/04.f~Y vv xz ovE,c~oos~-. GyL.S~iE~/F/E~.t/O. 1 Fes//LO/~G TpAE,~~T/O~f/. F/LL. !!/q>Ei~ Foy/ ~E~~~ ~ _ . _ .~E~~~E~~/rE,~ ~~~~P/F /E~ ~6 _ .. _. sir /p~vs~.Y -0e --e iYO.3 BOA' ~/rl/ i pq TO 5'ECP,it/p.9.fTl~ 1 G'L.gc~/F /E~t' r -ow OI~E~/T/it/G~+ E~fGJ~!/. ILI~E. I ~c'GLl7i~i "c ES.Sp.~ TO . ~l/.~GL = 9/~P'FLO 00, TO 4E.P.4T/OrV ~ ►N TO /it/LEl'~Q%TLET - T/~OUG/~S , TO //OT A /rP ~LOL!/ .t~./r!E~PFLi~!%9Ll~E AYE/" ?/ELL .~I/ET J 0 0 TOCUiVT.~OL ,~//LO/~ e e FLO6YG~0.!/l.POL, !/.4G.l~ES GrisiGti1/G/JL- FEEV f~O~L1 SLUGY>E YiY//TEMP /~1/iYIO BLOWER ROOM AIR PIPING FLOTATION THICKENER BUILDING LEGEND pI~TFALG TO. ~E.E~,4T/Ort/~ `~ ---0-- -VF- PLUG VALVE GATE VA LV E CHECK VALVE DIRECTION OF FLOW TO ~UG7~E ~s/~f//~r/LE oiGEsTG~ DEWATERING LIFT STATION IN BLOWER BUILDING 1 DATE REVISION THOMAS, DEAN.& HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL - - MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA PLANT FLOW DIAGRAMS FOR " INDIVIDUAL STRUCTURES E.P. A C300 - 208 DRAWN DATE G~/72 SHEET NO 94 54 DESIGNED JOB NO. 21-74 APPROVED_ FILE NO. I F.B. NO. TOTAL SHEETS ~~: EL~6! = /763 ELE!i /O_ Zoo q~~ ALE/:" O9_ 9S 4~ oe7 /~ 27 iYlq~ ELE~= J /SZ . _ -iv G"9SS F7 U/t//C'ESyTiP/ClE.O ~Lf~i~/~G F LOfr/ ~/~E . /l7i-~~{: ELL-!= /O. ~3 l4pl 4 ELF!!= /0 Z~~ , A~-~-.~~Ev- ~sz~ s E~~'T ~~./y~if " l~=S'/Git/ELE!! Gam. 75 lE_=1!9 , I/1' G~~1Y/Ty Ty/C~~`NE~ C~/l~il IA/L/TE~ G ZT Ch'A/Y/~f~' 5'T~L./G_ _'_T1fi~E i ~yJAa! ELE!!=03. -f9 ~/rt9~ __ ELE!/. _~ 9.S GYE/DEL. =GY f3~ /J29,t_' ~/fit//O ELE!! = GY> SO ~i.~T _ ST~rrDiS/ f iCT//Yll~if~/!C1.4/~/F/Eif' ~~f-T sr,~rio~/ ~vo.1 GALL.4Tl~l%. 1 r /.t/F/L 17-f: /Or(/ BE05' ~ECD~t/0,4.t~I~ 5'TO~P.4GE f 17"o'oov ~'1/,f~OrPA/~!/ iYIETE~E'l/~~ ~'T.,I.elZ./1 ._ . fl.1'EG 01 _/.S.G~ ~9liG ELE~.= /~ 53 any'! ELE!! _ /~. 35 .4l~G. ELF`--~ /~_ 3y~ C3~c~5'T, EL Y~ 1 q~G. ELE.~ =-33_ 222 -- /Yll.S~ EL~1~-: /~ 9S yl.~,f~EL~l /3._3~ _. ~4VG.~l~I%// G9 GIBE/.C~EC~!!-73~ A-1, lYExl~ EL_ =/2. 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APPROVED TOTAL SHEETS i 1 .PEOGdG6 E'.!'/ST/if/G /'/r ~L/rf/E 1~.~(/iC/C/.f/E~1G' c{".~GCF.~OrGI 4~~/~ G,4.SF/E'DrL1 i.~/~/ G/GESTE,P vU~f/EGT TO E-.!/ST///G3''A 5ECOrY Ae Y ~ ~iP/G T.P.4P BG>d.~JPEEif/ L~/GESTE,P SCO,pE f~fi.T/EfT TD "/C A7~ SLUDGE /rr/LET G",PEC/.Pl. .SLUDGE O.PQL/DF,< G" /PAL3 SLUDGE ~.PAI/DFF ~d EI/isTiif/G ~" UE/r/T EA/~i/rt/G SPCI/T/Oif/ n Ay.,PBLEE4 //,AfCUEs ~ /O/ST,P/BUTD.P 1 G~.P413 SLUDGE //f/LET C'~PEE/.Pl..SL//OGE a,P~1!3OFF ~LDrf/if/ECTTD ~' If sL//OGEAD.PA!3OF O/ST.1!/91 1=it/.44/C/EL lDiUyEGT TOED'/ST/il/G~' v O/PAl./OFf O.P/~Ll.4.P Y ~/GESTE.P ~O.(/.UECT TD E,~/.ST/~fiG 3" S" SLl/OGE T,P,4/VSFE/P /YEl~f/2 3/Q ~4~SFEE,OC/il/E- COrt/if/FfT TDl(/EG/ C,</Gt~/~f/A/TD.P .~ooyoQ,~vOi~ESTE,P 8" SLUDGE TA' 4rt/sFE.P g 4 3~ (- ~'CE-//CT/Drf/ra ff7eel r, rs ,s ~.P/G T/P.4.o I. 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I t I DATE REVISION i~ QLi/ SLUDGE /.ULET THOMAS, DEAN & HOSKINS INC. ENGINEERING .CONSULTANTS GREAT FALLS, BOZEMAN,KALISPELL, _ - MONTANA .S/LEit/IE.P .PEC/.Pl. SLUOGE O.PQ//OFF WASTE WATER TIoEATMENT PLANT BOZEMAN, MONTANA - ~ dzz, /GE.sTE•o SLUOGE p40M/p CONTROL BUILDING "Al SLUOGE ./EAT QD~/Q~I.E.P • MECHANICAL MODIFICATIONS- O.PA!3DFF- ~ GDSCClfito,PESSE,P { z SECTIONS E.P. A.- C3OO -208 DRAWN Bl3B DATE - SE~Ets J . SHEET NO. SECTION SECTION D JOB NO. 21-74 DESIGNED i APPROVED FILE NO. F.B. NO. TOTAL SHEETS f 8'TD s!/r~E.P~I/,4TA/f/T C/iYE!%E~TDf ~O.f/T,POL BU/Gp/il//G r Jr/r «~rE,P ~F~IEOFG.Pir I EGE(/sfTD.P!3,41L I I I q~---3"Ucri%T I{ PG4T~;//-~f/EDE.~S4.PY . it --- - - - .~/DT C3,cfTE.P I //DGSEB/B I{ D.P~4/(//L.PEJ7/rPil/ ~~ T.PDUG.~/ t n V II I I I Ir I I i TDPOF~/QLf Ef4~..~92 I I I{-II- 11 1 2~ -E~41/~/TD.P r 1 i I O.P/UE /liIOTD.P'. 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Jr. 717'15 WASTE WATER TREATMENT PLANT' BOZEMAN, MONTANA PRETREATME'NT BUILDING MECHANICALPLAN / l4f E.PA.- C300 ~'2O8 DATE DRAWN SHEET NO "zz z 01///vz/_4F JOB NO. DESIGNED 21-74 APPROVID FILE NO FEL NO. TOTAL SHEETS 3//6 .STEE! I~Z,47L ' %8'ST"4/iUCES~ STEED . y%2 „ .~(TT.afC.~/%3 :~"-.ST,Q/~f/f.ErrS.ST~c~Cf~JITs F/LL /Will COrVCRETE z ~ /j2 "i4'~ BArP ~ "X //4 ~j 3//6 /4 ""S'C/,EL7ULE 40P/GE DEFLECTOA7 11POD SLEEliE r /~"OEFLECTO~? /?DO r- o' iUOTE ,ALL BARS, F~ATfS ~/PEPODS AND F,4STE5YE71PS S-4WZ BE .STA/it/LESS STEEL INLET BA,FFEL DETAIL I 59 GRIT' ELEVATOR END PLATE DETAIL //zDPEiU/rf/~ /~'CCO.SE~ LDD~ ~.3.~~/ STEED C3.~~/ .STEEL /"rO~STEEC~/.oE,~'; '""l/EC~ TOSTEEf i~,~7~' 3/8"BOLT t (~\j ~2~ ti.PE~l90UE,4.BCE.~/.4if/Ol3//EEC -~4""BDCT2E.41.~/ 34" Fl/LC U /OT,I/ i it 1 1 ~~r3/ "~DCT/41 I O /QO STEEG "POO X6" V I STEEL ~L.~fTE 3~•`T.4.o ".4LUrGf//I/UiGf ~<1TE'/~/GL~.SJ CUT l~.P,~IT/rt/~, B,r1l.~T0 _ 3/8 N ~ ~/ Tf'P x GPE4~E-LOB .PE~IE.4BfE BE.~.P/~(/b SIEE//E' I" "~.~~~lil/OED"4l1/tif/~t/l/iGflQO7TO~1,J STDPBG~I,fif,!'2.~? STEcCC ~/B".UUT~~3ffs,~/E.P %a'°,~CU~f/it/Ui~fOG47E ~Z9 2, to ~zr _STEEL STO~BIle L3:%'3:('%'"STEEL- Uir/ E<ll.~lS/pE-T0.4LGOC/ ,~la.~PE.P rO SirO~f/ U/"4~/HEl l3.~ILLs ~3.f'4,/..STEEG ~4P.SG.PEC3T~~ /'"q~s7EEC.f~la i"'/Q..STEEC~/f~.1s" 1. -~6"Tye BE.4.P//1/l,~ SEEE//E -~B'T.4O~~E4~.t/J ~f/OSG4~E /"STEEC~L"4TE t "CfO~EO l'W %2 "«OSEO LDD~ /'"sTEEC .LATE 1 "/li N /T~ ~ ~••.Ql!/rG1/~(/Uil//~L.4TE l3,!'~/STEEE C3A'~/_STEEL ~PEQ~EIUB..PEf~"4lE.4B1E- BE,4,P/~t/6 ~c~El/E /`.~TEEE.POO 3/~`04PSC.PE!3Tf%? C-3.I'~l/.STEEL I, 3" 9" 6" 3"= I'-0" 0 ~ f ~",f/,gy0l,/,~/EEG STEEIi~AT GPE4SEEl/B. ,F~'~l,4lE,4BCE z V I BE.4"P/iI/b SCEEG~' /,~6"STEEE .POD !3Elo 4S~ TO .STEEL ~C.tTE 0 REVISION DATE THOMAS, DEAN & HOSKINS INC. 2;Y? :X '/r 570 -e STO~4i E ra1 .STEEL STD~GQIG~.CS ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL - I MONTANA BOCTT~~ WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA E GRIT ELEVATOR HOPPER DETAIL PRETREATMENT BUILDING MISC. MECHANICAL DETAILS. i(/D .SCQfE E.P. A.- C300 - 208 DRAWN DATE ~GL~C~il SHEET NO 94 59 JOB NO. 21-7a DESIGNED ~33o TOTAL SI+EEY F.B.'NO. , FILE NO. APPROVED a N e Bl-~~,~ts5~!/,~liUit/EG G/l0/G!!/9/~l/UTO,PS S.S~EAl~G4TE-~Df1~ J;oele ~ 4TE SEEGjt . BY-P.~IS~I!/.4if/rUEI TO ~A.PSy.4LL FCU/i!E .~.PO.Lf oiPET,PE,4TiGlE~f/T BY~,45S C//,r!//if/EG REiY/D!/,4BLEB,4FFlE PLATES ~f/El3IO.Llifi!/.U//TD.PS E.r/ST/~f/4lD~f/rYl/TO,P COMMINUTOR PLAN x 51 i t 1 1 1 1 1 t T .UDTE E4U/~,4LLCD~Ll.L1/.vUTD.PS l3/T.~/ E~TE.f/T/D.z/.~.BfLSE O/'iGIDTDrP .~/.43~"~f64.PE~E' .4BDUEE//,4.Uil/EG D/.CCC. I l 1u011111111I f 171 7 I I 17111 ( I I I!l i l l l I 1111 I l 1 1 1111111illllfl 111 ~piGl~!/~f/UTD,P G%4rf/.f/EC. Bf~/.4SSG~/,4f~.!/cG 9a' 6G~ N E,i/ST/~l/6 ~DrfZf.~/if/DTD.P Gl.~Gf/.f/EG BY~,45S S.S~EAR G4TE"Sl/rG1.o %a ~` ST.4/~t/L6SS STEEC ': na + -t 6- a ~ ~z"sa ~/aCE-s Tv B'~, Per, PE.Qr~sE~vr BU/L~/il/6 ~•PA//Y ~//f/E 2-D i19,~1,F~ EDGDB, 26 SECTION A A 1 . 3" = I `-O" ~ 3'T__ 6" 1 SECTION B DETAIL L7 O 0 c c 4 l~P/T«LE~TO.P L?P///E'!/~l//T _ /NLET Bi1FfLE-f/f.G.~T TO BEOETfiPi1!/NEO BY ~1FG. SEf OET.4/L /l/DTE ~ldfEF. P~l~lifES •~.4i1i0 OiE.P.4TGlf~Gw • E.//ST/il/G 3C/~E G~lTEs 4' 5' 6 3' '' I/2"= II_ 0100 611 11 L -E~fTlo.4s 92 Ea/3T/rl/1, ~D~l!/li1/.f~!/TOP IIiIIIII1lf 1111 11111 1 li I I I f l i l I G -I s 6. 1 0 J' } t ' i 1 Q~~ V d EG~6/~92 3 f d• 1 1 [ I l l / l i f `1 1 l 'DI con 1 l I f 1 1 17: I I i I 1 1, f 1 If 1 1 V I I I f I f i l[ I 1( I I I (, I I 1 l III C /yCET BY-~<fs~ ~J~~//.4iP/7E G~/.~fil/iYEL U/,CT/if/EC REVISION DATE F~QI3 0. THOMAS, DEAN & HOSKINS .INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL _ MONTANA b G.P/T eweeDTaP ~3EE~ ~fEC//~fit//Silil~ ~ ~P/T.O/.~U/,Q.PIx~~E II n 6 I II I I o. WASTE WATER TREATMENT PLANT p ,; I BOZEMAN, MONTANA- I •. 61~ I COMMINUTOR , PLAN. Gf?/ T 5 v0/' I_ SECTIONS & DETAILS yvTE~/~1~/yG, /.UO/G4TESE.//ST/iYG E,P- A.- C300 - 208 DATE OlT 80 SECTION D D SECTION S7.PG~T!/,PC'~/~/~f/G, DRAWN: B!3B SHEET NO. 94 TOTAL 60 SHEETS JOB NO- 2Y-74 DESIGNED 674/1 3' FILE NO. F-B. NO. APPROVED ~i l r 1 C 1 ti1EC!/Qil//ldL B,4.P.sff~`E3I/«EtJiU/iYGU~f//T \~~,4GY/is a.~,~1T,~T/D.v ,Pd,~/.f/l, ,4ssEiLlBLy. GrP/TEGE//~TD.P ~P.~c~PEE~/ O.P/l/EUi(//T\ ~44.PSlf~Eif/rl/O~~c.P iWW6L,~/.4r1//l,Gl ~CEfil//r!/G Url//T SEE ~ETQ/L 2 59 ,filE«/.~/it//LQL S~.PEEif/ ~.P/UE uW17 r431l;2 «6is92 ~ E«23A9z ECG/4.92 ~I TDODF~,I/?.f/iGEf ECctG/27S r ' O , ' rE'DU/PiLfEif/TP.~O-.SEEOETQ/L \ o a FLOI3 ow 4 Q4.P.SGPEEif/ Tflk/TCD//T,?OL P /f%//C~ GYiPcrE7!Drl/ D.~ iPDT,4T/Drt/ .a^ a GROUT .85WR SCREEN SVRRORT SECTION' SECTION D SECTION ,PGY/.~E,Y.4USTBLOC/E,P -~-3~UE~l/T 5 eele, t- w7, e aoo 1 ! OUE.P!/Fd0 T.PDCfEY,P,~i! ~ ~a~3ErP,%~ois G/GLle4QY 6PQT/r104 GUN#/ ~E~OETQ/L G A a 6. e1TefEI/Q70/1e ~P/T !•r~.~~E.P 3 SEE-~lr4 /L ,s9 D~EP.4TO,~$ GR/T ELEv.4TOrQ AiYO , f/,4S,i~Fv'F MECr14N/SAI i' EOE'T,cf/L D 'b•- SCU/lEG4TE _yl ~""o, ~c-~.riic, PETS. ~~v I~ I' I Ti D~E.P.GTD.PSTEifrf I I El~la3D.2S - - - - - I e-a I _ r V .SEEG~T,4/G I {'l~4TE U.4f!/E FO. 'D 6"~U/GENE I i r .~EOETQ/ o. I Gi~l/4TE.P- A ELr1GD9.2S~ id '° a , , i I V • 11 J ~~Iltl 2"O.PQ/it/U~/E vii II•~ ~"'//OTG/~lTc~nP 7, G.t/~il~if/EC G~l/fIT~P/~/4ll~l/E~ `'•:~':~ REVISION Q ~GDLOf/4TE.P DATE 3r~GDlOI./.~ITE,P -~-mac /"IDL4P4(I .P -i THOMASs DEAN HOSKINS IN-C. ENGINEERING CONSULTA.-NTS /"yOTL3.~1TE.P~ MONTANA WASTE WATER TREATMENT PLANT,. BOZEMAN, MONTANA SECTION A-A. PRETREATMENT.'. BUILDING MECHANICAL SECTIONS v 61 I'- o" E.P A.- C3OO 208 6 DATE DRAWN 94 JOB NO. DESIGNED 21-74 APPROVED- . SHEETS, G ""SLI/OGE ,o/o, f #~ ~ /2"D. C. Ef1C1/1~.4Y ~ AROUND .,SUPPORT f EfR//YIETER 2"'CLEAR TY.P ~~ 00lf/EL S ~ /6 '" EXIST/NG,ogO C/2 "lf9.4X SPAC//VG) ~ytx ='O "LONG FD. FLOO,P SLUDGE .~U~J,O SCl//Y1 //O.SE ~CO/VNEC T/D/V 6 OEE~ /'.SOLE F/LL L3/T.t/ GPOUT 4 OO.Q.PCLO~f/E OISGri<1RG ~ G"SYUOGE P/Pf NEW PUMP SUPPORT ANCHOR DETAILS ~.PDhI T./1/D.~E~f/E,p 14V T FLANGE ON ,6WS71A1 G RrsER ~i~E 2 "1~1~ESSURE f~EL/ET L /NE - //ENTEO TD ¢ - SC1,1W L/NE DORRCLONE PIPING DETAIL 0 -j R07ATE E,Y/ST/iVG'9O' J+'I ELBO1 f/ I I TN/C/<ENER FLOW SU.PPLENENT .5'UPPLY L/NE ¢ ~ SLUDGE TO ~O.P.PGLO,t/E o.P/y/A.PY .SL!/,OGE ~//~YAGs j ~/ " A/O T &14 TER L/NE - CONNECT TD O/S6W41'VGE DF RE/y/Or/EO 1107- )W7,2:1-'? 2WAI<C SRO///OE T, T>' 4,0, 0 TO T.P.4/LE.P FLANGE ON f~/SEf? f~/PE SUPPORTS SCU/I7 ,oU,L/O 1 SECTION /'?0 TATE F/TT//VG EX/ST//UG SCUM ?U~Lf? O/sc.Uq,PGE ~/oE CUT - ABOliE f4.PA6L" FLOO,P LE!/EL AS S11O4/N A,BD//E a.liPE~90//E F'OTATE F/TT/NG XS 511O/.(//V ABO!/E EX/STING SCUiY1 `2:dLlO SUPPORT "SECTION NEW. PIPING J EX/ST//(/G NE/f/ Pfi'/IlMll?Y ~/ylG 0,40 EXISTING DORRCLONE PIPING ~scUti/ ,o/T ~G"'F,QO/Gf~.4ST. GiP/,*1A,PY CGAiP/F/s /,!/ATER ,yEA TER TD BE ft'Eif9O1/EO FROM T///S L OC.4 T/ON ~i5'O!//OE P/PE SUPPORTS pOf?RCLONE Q/SCN.4R.GE O.G/F//A~??/1/ //i0!//E SUPRLE/Y/ENTAL !.</gTERFOR T/11OX1VEf2 METERING BOX SEE UETA/L •T!1/C<(ENER TLOII/ SUPPLE.f1E/VT .5'UPPLY L/NE B" vEST ,o,P/iLI,4,P l! CL.gGP/F/E.P SLU,OG6' OOL.f~ET aJ ~ sTAiR1(/ELL BASEMENT PIPE PLAN CID EX/STING fJL.2 Tp T.PQ/LE.P BET!3EEifi " SCU,fil~' . SLUDGE O/SCL/q,PGE o /~Es B y ~a /~E/t7O//E EY/STING PU/Y1PS A" a1SC11,,4F6!e- R/R//VG To FL,4/VGE 7N/C.eENER FLOty SUPOLEMENT TOP FLOOR MECHANICAL MODIFICATION .SUPPLY LANE i %"/1oT/.IGOTER L/r!/f-CGN/NECT TD D/SC.f/.4/?GE 0.00r- 'c //OT /l/~ATERT,4N/c P/GE .//.4ii/GE.P i1 r LTl r 1 I Ew/ST/N! ~l~ PS 3 %o' 4 =7' I I ~"'_SLEOGE TO 0 F- I ' R 'ffo4/E BL//v FLANGE--~I r.~ -J L. I ------ ~ ,scU~1 sUCTio/v a --I I- SLUDGE .~l/dilo I r ~"' F,PDtiI P.P/rt9Q,PY rFE/Y/O!/E C CLAP/F/E.PS G "F,PO/l// sC~A~1 ~/T _F~~/A1q/~V SL000E SUCT/OrV •v~kr sc!/rr~.-2z~o LF~ a .0 SECTION PIPING NEW EX/ST/'/f/G .~R/.~l.4RY 5,000GE 4; /'OP .SUPPORT EXISTING BASEMENT PIPE PLAN SUCTION c" Ta SLUDGE TO ~/GESTEPS G(/r~lp sUPPOR T ~O,P.PCLD/UE G "" TIE //!/L/il/E TO T.///C.~Eit/EO SLUOGE,oU~fJ~ o/sr//A,PGE P/,oE SECTION D I SECT I ON C- C ,POLITE 2'"L/if/E TO ~LEq.P SL URGE ~G F.PO.G1 E,4ST G,P/,GAftPY CL.4P/F/E,P SL!/pGE .oOI,YET NEW PIPING 62 NEW PIPING 62 ~EiL10//E~ G~ O T On 0 6° I' Z 4, 5' 6' -1/2°= I' -l DATE REVISION ~-b ~iPO/Y/ T.~//ClrEi!/EO THOMAS., DEAN & HOSKINS INC. SLUOG E :pvM.cs ENGINEERING CONSULTANTS SC(/ti/ G/T GREAT FALLS, BOZEMAN, KALISPELL - - MONTANA NO TES /. 1/VSTALL ALL O//E2FyEAo f'L UG 44L//ES W/Ti1 O/~ERA rIAIS STE1-YJS hV.1P/2ONT/1L 2..S1.1/IOEO P/P //I/G Fi'E~iPE.S'ENTS /I/E!!/ ~/PING 5 T!/E CON?/QACTOR SL/4LL USE E,`/ST1NG R/PING /WN'72iP/,4LS, SLUG !/,JL//ES,9NOCs1EC/l vAL1/ES TO ,eA',/'1119U/Y! ,E 7"7 9OSSIBLE .~/E S,S/l1LL. F7/Ti'N1S.'1 NELI/ G.45,eETS FOF~ FL///VG'E A/I/O FLEE' FLA~I/6E COA/NECT1O1VS. WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA GRIT THICKENER BUILDING, MECHANICAL MODIFICATIONS PLAN Bi SECTIONS ,,SECTION B-B SECTION E NEW- PIPING 62 EXISTING PIPING E.P. A.- C300 2O8 DRAWN DATE SfQ~~ SHEET NO 5 DESIGNED 62 APPROVED, FILE NO. TOTA L SHEETS i t ST/iBFo.P~E~O~G>'4.P~ ~!/LP/L/EP !/QSTE"xl/.OI~E ~ It L E.f/ST/il/l~ //,4TE.S/~ / I i!/OTE: ' O/~tfEil/T/Drt/S R~1QY~/.~Pl~ C3/T,l/Fl/itil~ F!/.Pil//~/EO ' I - L-T I I- EOI,vE^OFGUtiI.~...SU~~O.PT~C<lTE EpGEO.`/Q/ST•4CL,4T/G3(/ ,~/OLE ;4/.P CGlrL1.o.PES~O.P~ /~fBCE ZDif/T~POG Sf~STEti! C!/TED~LC~.PETEB~lC.CTO.o.POGY.~6' Q S!/.P~,41E C//T.~/if/D ~,POdEIT/Dit/S G.eE,4TE.P T/•l,Oif/~~ :' O,4///TFrUOs . DF PE///FO PC/~(//l TO P,PE7/Ei(/~ P!/i7" I ,~~h/Ol/E E.t/ST/BUG ~D//GGE~ CG~C~l.P- F.PD~~//Tl/.PE_~COiI/49.Pf~ CG4.E'/F/ESP ,PECf~1CE ~//GY,~-~l/,Gf~S ~DTO.Pl4/fTliPG~! Ccri~lE.P C =- i~ AW , "F/~C~r~3~Co a I ////G lv,4lL OPEN/NG ~".r.PDQi/ GY//E-PS/Oit/ ,ST,PI/~Tl/~E'°Z /~!/ST.GIC~`~,4/~t/T4~ X/,P~O.PTCOC!/.f/.f/ TDE"//S7Z-1 dU~l/1T/Or(/ST,PUCTI/.PE I ~a~ T - I ti I ~O4i/leETEF/CLET L; ,PE.t1DUE SC/OE G,4TE~.~,4,1/Ol3llEEC /o".r°ECYCCE~~/06ET4 ~~/UE.PS/O/l/ST,PUC'Tl/.PE'~2 . O?EP4Tle, 14C C/de 1 !5vz1v4 il/El/ .PECf~CLE'S1UU~Fl/ti1~sl/~FO.PT~ /~f/ST,DGIdT/Oil/ G'~/,4STExli~l.~TO G,c~aiTy T/~~C,~~~E,Ps DETAIL ~ "TO~,~/ST/rf/G l//1D.P/iUE CDrI/T,4lT .B,4S/it/ .G/DTO,PCD//T,POL ~E~TE,P 2~'"F,~O~tl~,!/ST/~f/4 ~CDyO.~PI~ ICdP/F/E.P .PE.f/Ol/E l 3,4STESC//Gt%E° P//~S~.~Uti1PSUPBO.PTs ~,4C l 3QLC Di~~//il/li ~•d. 6"l,/.~ISTESCI/~l,G-F,PGLL1 E.Y/ST/~Ul~ SELDif/Gkl~l! CC4.P/F/E.P ~~2".PEO~CE-Sfl/G75EF,Fl~iGf E.~/ST/~/6 ~l4/l/~~fif~'~11~1.P/F/E.P t .4llESs C4OG~,PiUDTS,~/Ul3,f/ PLAN Q, E.1/ST//t/!~ ,P~1~1CE' ~~.f/DTD,e lO.f/T.POLCE~f/TE.P SCUQSc~~f/~lil~~ G'C//lSTESCUGI~E F.Fl?'G~ F~/ST/il/6.~lO~f/0.4~P1~ CC!-/.P/T/E.P STl/B f6tPSEEO~/0,4.P1i ~C~4,?/F/E.P ~/.4STE .SCUGY~ .PEti1D//E'E.~/ST/it/li -' r ACCESS LQO~P r, r '•lp i CO~U~,PETE'~/CET •• O _e A Q f ' IV G P'• 6 d, G 6 ;•o i i 2~ 4~ 5~ 1/2 1'- 0" 0 6M 1' SECTION BB ~-ii ~///o,P/,r/E /D'`.PECf/ILE~//Gl~s~`T~ ~"TD d//~UIT/D~ :x DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL - MONTANA PI/C PE G.~.41~/7/72//llc~ir/E~= if/DTES•' /. S /!Q~/~l~,O.l/T!!/~~.5/EETSyOI3S ~/O/~/6~EG~U/~il?EQ/T TDBE .eE~fDUE~ e. 74- e OiV?W,,~JCT2- P7, 5 ~/•4CC PEUsE ~/~/it/h Df.4TE.P/.4G -l/AGl/E5~ C.~lE~.,.~1/,4CUES T4iG1G1.4./~/iG/!/if! c~,/TEiUT ~4SS/BlE" b n~ !TASTE WATER TREATMENT PLA dT b 2 a BOZEMAN, MONTANA r.' LIFT. STATION NO. I, MECH. MODIFICATIONS PLAN & SECTIONS REMOVAL C ; cd. c 6• E.P.A.- C300 - 208 DRAWN DATE il/OU~4O SHEET NO. -SECTION,AA 63 ---i/B -.3GlB. 63 94. DESIGNED G/G/.Q. JOB NO. 21-74 APPROVED FILE, NO. F.B. NO. TOTA L SHEETS Z , FCOT,~IT/Oit/T///E.~Eil/E.P n,. /O'~/f'E,Pif/,4T/Jif/T f~FDrf4 2.O"EfFLUE.T/Tf.PD~GI CLQ,P/F/E.P•~2 O/UE.PS/o~f/ST,E'UCTU.P~ b /l/E!/SEC/~f6Gr C/~T.ol/~l~j fp,P/~/•STJCCAT/O//f 3 9/,P~DrG/P,~ESSD"PS PU~YIP COrYTiPDL !%4Ll~E, 4"'~G(/rG/F,Pdi~ . ~LDrUO~t, PYEI<l, P/F/E. P~2 ~CCWG~LPl~.~li,Ti/ GY,G~.~/.P.4,G! OUtirO Bl/BBCE" Tl/BE D~E,PdT/~f/l~,G/,P G/ET G3EGG j ~-~l~1DTD.PD4~l/T,PDL LEiUTE.P I CD.f/T.POL 4" T~~LDT~1T/OT/ ~-39''BY~Q3s T.~/,P//.BL04. G/F~- .ST,4T/Orl/~2 .SET/2EO ~//GYEF.~O~G1 FLOTQT/v~f/T!!/C.fEif/F.>° TO GiQA!//TY T.SUC.C~ENER D a• D• ONBAI.~//.o SCUil9 Sl/lT/D~f/ G G//E.PiIdl3 F.PD~f9 F107.~1T/O~f/ T,~%l.~F~E.P ~d SECTION B-B ~"-Tv ~a/Tr~ T!//C,~EiUE.P G'TO,o,O.P~/.DIG fLU.G/EG3~UE,P~D.(/ ~CDiYO,4,E'Y~!/O/jE iG1OTD.PlO~f/T.POL «~lE.P U O/.4,o,S/•P,4ifif ~G.Gl~ ~/El3.SEl3d~' oPE,P,4T/~UGQi.P UFTi1/iG1.~\ CI SAMRL//VG 7 P .SEE DET.4/G /4 PUYIP CONTROL 4AMS Q l/,4l!/E-UE~!/TTdI/E~G 4"TDFGOTQT/Drl/T.~//L.~F~l/E.P PUy1P CONTROLLER Q'''~TTLEO SC!/OYv~ F.PGbL1 2 Q/.P COiGI~.PES3D.PS FIDT,4T%O~f/T.%iI,EE~UE.P I 6 F.PD~L'SECDiU0.2Pf~ CG~P/FiEP3'/ ` 6'xl/.GfFPD.fif SEldf/O,~f'CG4,P/f/E,P~/ G/ET-C/ECC LIFT STATION NO.I PLAN MODIFICATIONS o//ie%I~O~F.f,DT/yl~Q/.C d" TD «OT.4T/Dif/ -~,Pc111.~11JT.~lT/CYt/T!//G~Fif/E,P- r .GlDTD,PCD/f/T.PDL lEit/TE.P 6' '.~~!/p/ate' ,~,f~Od9 6".SCC/~•loE~.PGYG/ ~CG1iUOd.Pl~~G4.P/F/E.f'¢/ ~'•• rgl /D'~/,~E.P/Y.4T.Qi!/TF,E~Jif9 /l/E,E'S/l~~/ST,EC/CTU.PE~•2 SECOrUG?4,Pl~CId.P/~•P XU.1~1. ~/T\ 4 "TOFLOTAT/ON T.f~/CKENE/~ ~CD.t/0,4.f'YSC//~Ll .o SECTION C-C G"TO G.P~lU/T~ T.~/C.CEiI/E.P (~f2/.f~~ CO/VTiPOL \ li.4Ll~E 3D~FPDiL1L7'UE~/Oit/ ST,PI/CTl/,~E'''2 P.PESSURE GAUGE 5' 6' „ 0 6" 1' 2' 3' 0. 4' 6 SCU.YlT.PC/Gf.~GDiYOA.F~ .I/2 I CIQ.P/F/E.P~2 /O~//FE.P.I/QT.~fi(/TF.POiLf ~D"TDL/FT DATE REVISION ~'TDFIDTAT/Dil/T.~//l,~Eit/E.P THOMAS, DEAN '& HOSKINS INC. O/,4,o,/i,P.,DiGI~/DfO - ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA ..C/DTE. / _5,~/<!O/~f/l~ Dil/T,///S O.P.4G////~ .PE.o.PESEif/Tf .f/El3.o/~/.t~l~~ EQ///Pili/E.f/T st"SETTLEO SLUG~SE WASTE WATER TREATMENT PLANT '.~.PDti1 ~GDT.4T/OrtiT.%/C.CEyF,P •~"" LEO.SCU~i~ BOZEMAN, MONTANA LIFT STATION NO.1 , MECH. MODIFICATIONS PLANS a . SECTIONS -P NEW EQUIPMENT E.P. A.- C3OO - 208 , D~Q.P~QIC .eIl/Q/E -~O/UE~S3Oy ST.PUCTI/.PE~/ 6'".SE~GN/o,9,Pl~ i ~ECD~(/O.~.lYll.4.r~/F/E.f'~2 DATE yD~ev DRAWN . c/l 3.B BI..~B SHEET NO. 94 DESIGNED JOB NO. 21-74 64 FIR NO, APPROVED FILE NO. TOTAL SHEETS 1 a I "00W -::5404/~Iloz3r~- /o~ 70 /cZO 7,4 7-/C/V r / Zwo 7 4,147 tr - e BUTTERFLY lWZI,E !VI GEAR' OPERATOR AND :/ Wa ll/f/EEL 57Z-,V -7O,,Vr WZ CL.9f?/f/ER No 3 -1N7WWZ X)v172:ZAF ~T.POI.CE~~E'.4/L. "A/Z7A=,'-71Z I 5455 ti I]I •J I BUTTEiPFL Y v.4L/'E All IL Ll- GEAR OPEFi'ATOfi'ANO 1aA/D !////EEL STEiYI yoRi~orVT,4L TO Z?-7-`Z 445A-l 7- II ~~_=--fir C,5/LOiP /VE RES/Dell E 1 ANAL YdEfT 1 S7-O1T,4 GtF d64S11V5 s II JII/~!I- -y~ u- n~ I h k~ li /%z ~.PE..S~I/,PE Bf~B,4~~ F,PO.f/1 l,~/ID.P/il/E ,~1i1/.4L~2E.P /"IDLO/,3,4TE~P /YlOTOlf CONT,POL CENTER C//LOR/NE fFZS/OULE ANALY~EiP :5Le- N- I I I I li - a ~//.4NORA/L A //z 'TxJ~./llOiP/R/c~ , W,,4fY2E.P A 3w,': /.PTD X, ""X:: V7Z;0W V II I TO Fi4'OWZhc T /~ "7- 0 6'1&Ol~%NE 5 7, T/O1 / NO. -J u_ it ,PDDFBIOG/E,P J /r'ES/OULEAN.4YL~fR ~ 1► Ili.% 2"~.P.4/if/ F.E2~/li1 Q~l/.~ICY~EP t 2~"7O EFFLUENT ~TDRAGE BAS/NS 6-0; I 1q II II I III IIIIIgIlUlh4h Igllllll L/FT.~/il1 r '24 " I Ii = I I 3=~ 1 L' d /~ N II 11 I ,2 "L/t/crTO i i STAND P/R~" ,5ZC/ 417 10`7 e a e C.S~LOr4~/ ESy~ L E SA~11PL/NG t~U.f9P I P/PE SUPf'Of?T of -e.-w I -~ I 9UMP D/sC//,lRAE ~~~~ TDSUiIifO ,~11 II~~II X555 S S 0 SECTION A !.I It 11 I II 1 p ~ I; u II n /PP/G4T/O~f/G~/til~2 .SUCT/ON TO ~" S!/CT/O~(/ TD / CHL o,0~'iNE SA.FIPL /NG /.P,P/1~,4T/O.~/Ol/.G/f~ ~F.PD~L1l3ET!3~LLM aF rll II ~ I -P I 36' Tv c~~o,Pi ld 1 , ~Oi(/T.4lTB,~ls/if/ 1 '2 TO FLOAT HIETER lO/O !3,~lTE.P.~/OD~ELs/B .~107~/~lTE.P//D~B/B I I I I -'o x 2 -'o ",w 7 6-,41 6WS 7-1(9W7- CO,VZ1o;7' 29' ~L UG FUTURE SECONOAR Y CLAP/f/ESP ND. 4 PLAN I } 0 CGGf/T,PC~~~.>` ~4Tx~//,4C!/E' FLOAT 1W,4-72:W /J /~ "TO C//ZO,'?1 UE f Ff'S/DULE" ANALY~EF? WILL SUPF'O,e-r.5 TO C3E AP'o'?&1-o By %sr',~/,PTO/.P,~/SAT/O~Yf~/ti!o 8;Yx9""/yT~J,~EYDU//E,P THE EMIT/.t/EER /w T,S/E F /EL,p ~ _ 1 1106ml' 2 1 31-. 1/2"u 1-0 1. r r• / Y - V 3•"T.l/,PE~OEO sTE~I ~/ lc ifOIY A12V e SEC'OYDARY ~/ CLAR/F/ER Ic L5 BDTTO/ilD.~9.r9 E,~//.4l/~TL~'~T ~!~vOS.Gv x~ Fh'OM FUTURE NO.4 Q. SECo.1/DARY CLAR/F/ER . Lf- II-I- _ it IIIg0111 I IIIII I plp~IlAllpllllllmlpltl p IQR ~1 II II 4 "SL UOGE TO Q~ -II ~. FLOTAT/Orv TH/CKENE.Q z ~TO FLOAT F i19ETER FlQil/!~E /.P.P/la4T/OI/~/iGf~ ~% ; jE4T/if/I~SU?Plf~ ~I C S' REVISION DATE Jx- ~ "`/f/.9STE SL UOGE SUCT/ON SECONOAR Y CLAD/F/ER MV. 4, T H 0 M A S 0 E A IN - & H 0 S K I IN S I N C. L ENGINEERING CONSULTANTS. I 4 ",5 eeW SECT/O/(/ PLUG 4 "'FUTURE !l/ASTE SLUDGE xSUCT/O/V SECOA47AA: Y CLgR/F/E.P NO.4 ~"FIE~fl~IiUGE d X GREAT FALLS, BOZEMAN, KALISPELL MONTANA J_, ~OISI/GT/D.f/0 J/,PEA I I WASTE WATER TREATMENT PLANT h- f „ BOZEMAN, MONTANA G//CD,P/i(/E,PBS/GY/E El s~S99.3¢! r x • LIFT STATION NO. 2 B. SECTIONS ~/i~'Sl/~f'p,PT x ~r C3OO 208 SECTION SECTION DATE DRAWN 94 JOB NO. 211-74 DESIGNED FILE NO. APPROVED SHEETS t l b ~lfiG/ .PDOFBCOI./E.P i f pi f r /O~3aTE,P,. D/.Pll/G4~P-~fED,~//~U/~~t~ ./O/iUT T~~E T~//.uB~E' T.P~LEf%P,c!/L~,~/O/~T u +1070/ COA171fOL ~CEN TE/? s G~ I p.. ... .. ,..e .ry 2~LE,~,PETU,G(/ ~z,rEaTir~~s~y -- C//DO~P/iUE.PES/GY/E".4.f/,~fLY2E.P w 3TC ' TO C//L 0/?1NE s CONTACT TANK a ~i "lQi,~G/,4TE.P //z`TDC.~/IDP/~f/E,PEi~/Ol/E .4if/.41f~2E.P- -mob r 2 O.P,4/~f/~/A/E fn~/A C sroR,4 GE eAsi~t1 II SECTION D .3'ECONOARY 1.114sTE SL DOGE' IJ/.4~.~1f34/h' PlJMP L/FT PZ1f1/` f ~~/Q /.PTO/,P,l/4.~TiDy ~5'ECONOARY CLA!?/F/ER A10. 3 ,oU~G1P ,O/.SL!/,~.Pl,~ F II II i I' II n l r- 2~" TO ,STOvrlGE n- _ .30 %NFL UE/V T fROiY/ BAS/NS I, J L /FT.STAT/O/V NO, / 4'O/sc/1,~RGE To 4 4 n II I' FLOT,4T/Di1/ T///C,~il/ER I~ T" C m 11 , 4'"SfCDN,4RY I I II SCUM SUCT/ON /CJ ~ i.P.P/1~,4T/D~!/ ~/~iG/~ 4 ~ SfCONOA.PY {1~,4STE- SLUDGE SIJCT/ON --- -11H 11 W 4J ~'Sl/CT/O~f/ A.. I l I~ i ~~//~il~P.40 SEEOET,4/G 1 1 , 2 O,P,4/~l/f/if/E S!/rG1Ofl//1~I.OS , FLOAT METER T~.4NS/I7/TTEf~ /~ TO Ch'LOR/it/E 4 f~ES/ONCE AN,4L>~T~R L SECTION A-A ~SECDNOARY SCUM D/APNRf/iY1 PU~YIP s 4 O /5'C!/.4/~G'C- Ta j~G/.ol/iYGT,4.o 1 SEEG~"T,4/D ~i¢ FLOATAT/OrV T11/Ce~NER S 1109 ~l/iG/~ 110 6I (I L 3, 41 5, 6' OIS~,~/,~IPGE~/PE .I I/21I II- 4 "SeCONO.4f2Y "STE 3 G3'SE.~I.~EF.PDtiI r"I SL DOGE LSUCT/Ole/ /.P.P/1~,4T/D~.~l/~G/~ L I TD F~D,4T ST,4~U~ ~~E ~U,fi/Q O.4D -SEE OET,Q/~ 1 Lip '~4"~/lT/Drf/TD 4 ':SECO.VDA.4Y DATE REVISION C,S'LOr?//VE RES1270E E SCUM sucT/d1V /. P. P/1~, ~lT/OrC/~~ THOMAS, DEAN & HOSKINS INC. .S,4iYlPL //116 i"UiY1P ENGINEERING CONSULTANTS . SECTION GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA II C7 I I 1---J1---1-1 LIFT STATION NO. 29 MECHANICAL PLAN & DETAILS E.P. A.- C300 - 208 DATE OCT. 80 SECTION DRAWN SHEET NO. I d ... 94 66 JOB NO. 21-74 DESIGNED 414.4! FILE NO. F.B. NO. APPROVED TOTAL SHEETS ~'TOG3~G~STO,PS A/.P~.PE~YDLEo G/.~ITE.? ti //z ;~/E,~T/rf/G.~/.~~fl~ cD.c~o.PEssEoai,P / / /'~olO~/QTE.P sETTCeo xao~E //.4i1/o.P.4/L ~~J,/.P/La%f ~l/iH~ `~fOATT,PfI/f/SiG~/TTE~P I `2~ :r~r ~o~v~-,P ~a^.rz~"'fo~vE.P -~. ` ~ o,PivE~.rriT ~Ca~r~3iT~.~ l 3aar~3~iyi,~.voe4ic / I Y , l TD~E",PE.ffD//EO ~crGL~'T,4/G .PEGY/~TD//2 ~~ CCCO!3<ITF..P .>°EiG10U,QBLE 1 I ! ? I I ~f~illE.P .~l/ri4.(/rw,~ E TDI..C~IlUryr//.c%fEiYE.P - -- l I -~ - -,~}s+-~ r ~ Imo-... III_-I _jTj it, 11 -~~, _Tr w tll--Lma I 1 r T I_3 l-1 r frL fl fll w I. Ti---1~-__ i c i I _ Jy. FLDT<tT/Dif/ SiCI/GYE~C/~LfIE,P N PDLY.fifEP IvIr/d/! EQU/oiLlF~l/T, ~/%Z ~l2 II r ¨ -41 - G`J%C ~G20'~iGIE.PSDLUT/Or(/~ T,4.f/.NO.~f/.YG/NE ~.l i a~ Q ti D~ i /L - f)r I ~~/~DCD/3QTE.P "~3/D"faro ~3.cTE.P ~ ~ /~fETG"~IBDUEF--ore A ~!/E4T/rf/G ~/,o,~f! h // "CLZ ~ I V. 72W,e S- ///DT/3<(TEP %z''S42 1 /i ;//DT/3,4r~,P~ 2% ~'fF..P.PET//.P/t/ ~ ~ ?/'z Bd~CE,P,~FX/ r~2~:~4T/.aG.~r~y (I 2 -o;>v2~4" ~~ S~(FT6f~l~f.4~~ ^ L (I i GY/, ill Cf/L/i l/OE, P~ STO,P~JliE~GG4TFaP~f ~/sCaIES V ~2 SDCUT/ur/ T.PDICE~ ~P,~t/C 3OZ SU.o~ff~ s /D ~.i,~/,4//ST~I/lT- 5' 6' I/2rr= 1'- prlo 6.. I. 41 L' 3' /if/DETG ;4BGY~L^~FGCb'JP ~GG~/t/TC/~!/E Z~'A'/G"~UCTOD!/~f/ X; il/E4T/WG-re,11/^_ U~6/ C_ t~lDTO.POPE.PlTEO G ,Z/lC C/~f/EF.PDtif ~CG~(/o,Q.Pl~Cld.PrF%E.P. EF«C,~i(/TG~/.4.~/if~Ef 2D ;~/G'fDl///EP !/Ef/TL/iUE DATE REVISION COTES' /. ~CCFfGOPO.P4/~f/S T,///SBU/f0/~(/6 TDBE Q~I.yG/<ITE,P Tf/OE!3/T// //YTe4-<A6 L Z.S~~10/if/G /if/~l<(TES E.1/ST/r 5; ~W.e"ee-- 3. 3D"!3~3LC F,G/f/ TDBf4l3/R/TO ifl.4//!/ FCDT.4T/Drf/ T.~//lf~Eif/E.P .PGG'GG>. 4..4CCSECT/DrC/S DF,PE/./D//QQCE,I/,4i1/O.P,4/l TDBE /O~" /~!/CF~I~T.~/¢CE~/TE,PEO D~f/ , T.PGL~CE~.P,4/L THOMAS, DEAN & HOSKINS INC._ ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL - - MONTANA .Pf-L/D!/E !/G !/DLe_z/v T//.f/lf WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA FLOTATION .THICKENER- ³.. MECHANICAL PLAN E.P. A.- C300 - 208 DRAWN Bl 3~ DATE .ria~8o SHEET NO 94 DESIGNED c5gwd4_1 JOB NO. 2a-74 67 FILE NO. F.B. NO. APPROVED TOTAL SHEETS I ,PGYJFE.Y.~/,4l/.ST BE~G/E~P /%~!/E.4T/yG .~/OPLS~ e /% Bl.~CE.P.PETU.Pit/ /"//DTI,/,GTE.P 2"G/.PL/r(/E T.POLCE~~P,D/L~,~/o%ST /"IeZ4P ZV /TE.P 3/~~~LO!3.4TE,PTO!/O~~BiB ~TD i!?/X/.f/G T~1.!/.~ -ze W T/Oif/ 71 el lZ P SLUOG6,PGC~ES-S,f'/.Gfif~E.PS p,P///E.45SF~BCY- b/,~fC,C~G/<Jl~-{,4SSOl/~1TEp EQU/P.tIE!/T. .PE~filO//<1BCE ,~/~lif/p.P/l/L 0 I I I .~LD.QT S/3/Tc,~/ EL~GOS67 F . tl v 0 fif'//~i~~.L j ~ pET.4/L g, ~t l/E/.e~ O n n n n lO/,Q~//~,~Iif4' Y/QC!/E 4 I I I d , .PECYCCE SCUpGE PU.ffP\ ~4"~ETTCEO~!/~.~ i 1 , ~~.'CQ~T.P4l/l~!/ I ,//DAB/ 3/B ~UiG/oUE~(/TC/i!/E~ .a pQ B,fFFEC ~/E/1~ ~/T TO BE~ SET Bl~.G/.4//UF.4CTGL~.P 2'SQUQ,PE,I/G>'/ESoc a. EL4S97oo~` -3D~S~ODL-LEFT/r~G/,4CL \ D q N3 ~ /~ia:r~er I , jI IIIIu :o d• G`.~%t ~i~ F//LL CEil/GT// Of 6 3E/,e!3,JLC SEEIET.~f/G ,P,4.C~ES~.SQI/EIEESj rv 1'z G "Ter/,~~ar~ir~G G'OUE-,P.FCOv3ell/E I DETAIL G ~.FYI/t1.>31/.Y/~f/G T,4A'/E~ TTCEpSLI/e G245; ~B FO.P ~iPESSI/.PEi~EL/EF (/,QfUE/ 2 tiloo/F~G~l7JJOif/. • SEE pE~G/L 443 6 A"TOSC TTCEO 5 wa' SCUGYEPUrf.~P .4S .P6DU/.P60 =5E-EOET.4/L 2 SECTION G9 3 UF~/T BELIEl TDGIID!/ F.PEE~GIDG~.l1E.f~T s G ~f/El./.~"~.PFSSU,PE .PEI/EF~C/iE 1 .PEiL/4/le l4.PESl/.PE.PEmeE-f LUE {///ST4CC P/SEP TD~UE!3//.Il//E LDC,QTE TOB OF.P/PEo ~.BDTTD~ DFCEX//'E,PBE,4.f' /%2".//E.dT/if/6SU~PCY /% "BD/LE.P.PE'T!/.PiC/ //z"//E,GT/~f/GSU~~LY /'/2 BD/LE.P.PETI/.ef/ d 2 ",4/,PLa /E L /"IDLQ l 3.4TE,P ~ 2".4/.eL/.f/E ~".PcrCYCLESI!/OGE /i1/.PC/if/E~ ,o,PESSU~E .PEUE.~ l/.4L!/E F.r'TE~T//GN/ /%"q/.PC/il~E TD,Gs/,Y/1G 74-We .e°ECf~CCE~LU6E{4/.P F /,~/rUG Tif,W DETAIL rFCOAT T.P~l~f/S~IiJ/TTE,P T///G~FUEOSLUGiSE ~/,r1P!/.P,r1,Gf GY/.G/~~ I 4, 5, „0 6„ IF 2, : 3, 68 ~ETTTLEp SLUG~E I/2~~= IF- .f/OTE- S,~/,4GYrf/G /il/O/C.4TES E„`/S7/q/l~ I S C//lD,,?/.UE'Edf/T,4CT T4if/.~! I ti 4 I I I l CD.GIP.PES5EO .4/.P STClP.D6ET.4.f/.f~ REVISION DATE V THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA ~'.r Y //GYx~ I I I I I , I I 1~ TI I,SI ~ I 1 F I d ~ rQ5~6 /B /~1/,r~P,oao ~ ~/!/ UGY7E D i~.~./~. WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA ~EG~S'9~oo EC~1S97.D0~` FO. FLOTATION THICKENER I ~J / I i MECHANICAL SECTIONS ~l/it%!P ~,4p SEE.GETA/C 2"G2P,,I/~!/ C/il/E~ G" TDFlDT.4T/Oy Tl,~/l,~E~/E.PT,~i!/.~ 1 2 FC4D.PO,P.~1/it/ L/rl~E~ ~1 4"TD 7~//l,~E.(/EO s!//04E ~Uif1~~ .C"f;Pl>cL/ .~TTIEO.SCUG25E'SC~/O E.EA.- C300 - 208 DATE ,r/OvBD DRAWN SHEET NO. )~ s>' - TD GYGEsrD.PS ~N SECTION SECTION B 94 68 TOTAL SHEETS JOB NO. 21-74 DESIGNED G.4// FILE NO. F.B. NO. APPROVED T s Iem, Z?/ as7 eca~3~P f r~c~~ ,Pva~B«3~.P rvE~/r /%z",//E.4T/il/~~//~~Lf/ //2 BO/CE.P.PETUrPiI/ Z"4/,P 1/"'/lE.4T/~f/G ~/~'Y /!!OTl,///lTE.~ I `~- ~%rTE,P C-1' II ~DLY~IE,P~aT/o~T.~.U.~ .'!/GY~it9/,Y/q/4 ~,C Jam, 2-O;f~"~S7EEE~/~~~'.~G4yGE ~~j ~ ~DGYiL1E.P SOLUT/Di(/T~/.~/.~I~.P~!/q/L/~!/E 3elC~o~iarC.P% ~U/!a9 /YDLDI/QTE.P I lDrl/T.PDC ~Dlf L r /i "~QTE/iaLVE~ _vz -V -,T - r I ,w7" LDyT. w CEiIvTE.P I, I' I' ~zscr~//rio~vrEEDE.~ I' I II I I I r' / a 6".4/,Pi~trra,~E I ~/ 6 Ll/L I' I I oGYf'.G/F~ti//,f/.UGil/~F1o iL//.Y/i!G T,4iU.C e a ~ '' /"lrY/~G/gTE.P I~ II ECAGOSG7 EL~6DS~7 ~` //z`CC2~ li I I I I D: I v'•n 0 I T!!/C,~Eif/EO~aOGE -Ir I I o' 2"O,P,4/~f///rUE I ~7, -Ke ~a 1~I1 -21,"e' :4i,P I ~rarE,P SETTLED SC//GGE , -O/gO.*/16 f oU.f1O 2"4/,P .PEC~ILE SCUFF /S,QiG/OL/~f/l~ T.4,o _SEE ~c~T~(/C ~//iL1.oS I ~~.rfP,//~,~lif7//fL/~ 0 B~QsrL.,arr~; /~G4T/Or!/l/!!L!/E I_ 1 r I I !!/EL.w`U.4L!/E ' I !//B.P~lT/Drl/ /-sDC.4TD.P I i I 1 i ~"TD Gt.4!//TYT//il,~E.r/E,P~~' a 2,7z, va Zoe I - ~ ~a"aEyr I c EL4S97. ~ a I 1 =f .I=J_ p., Q I -r T I I I I I C ".4/.fTDUFT'r/ 4"~CUGt~,EF,fIayJUF7"/ 2 ",4/,PTDI/F7`~P 4~ODCY.G16Pi1!/Y/iYG T,dWe I ~"L.PDi(i1 FLDTgT/Dif/ I ~ I 2/z'!/E.QT/~f/G ~/oPLf~ Z/z B~LE,P .PETU.P.~/ /% 'spZl/.!/E 2 "COCD l/QTE.P I SECTION ~4'" TDO/GESTp.PS XUOGE G/ELL I I I I Y III II t-7-iil~- ~1~1 {r i - - I 1 5 I SEcrOETQ/l //,4L'l/E.~/.G11P I I\ _IT;-L=:F - - - - - - F ,PD~GIA/.P~~EIf~LlEibl/,Y/,f/l, TG~Y.~ ~'F, POD.tf aaL'f%G~E. 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I I II 1 I I I G 2 FfDO.P~.P,4/if/~/iUE= TO I /lid G/ETEP/rl/G. ew,, p I I a QL>L~iPFCDG/C/ECG I I I DATE REVISION r- I I THOMAS,- DEAN & HOSKINS INC. I L./ z gi,PTDUF-T'r~z CONSULTANTS ENGINEERING z- GREAT FALLS, BOZEMAN, KALISPELL MONTANA I dz7/-V/C/ WASTE WATER TREATMENT PLANT ~".~.PG~G1 ~yrr~soLaT~Df/T,DrU.~ BOZEMAN, MONTANA ~ 4"F,PD.fif SE"TTfEO -sLUG~~E',<%rLfP FLOTATION THICKENER MECHANICAL SECTIONS 81 LOWER FLOOR PLAN E.P A.- C300 208 6'F/CCL~it/E /~"EC2D//NE--/~V \ zy ;~/EQr~~vGsao~~ /.v 2/z "Ba'CEP.PETGfPi(/-D/T /% "//DTD/,f7E,P /.~ //z" sL2L/.riE-o//r 2"CDfO!//lTE.P /N ~~TDC/FT¢/-OUT ~'TDUFT'"~-OUT L J 4 III IL DETAIL DATE SHEET NO < :,e5 54 lrze V -- 94 DESIGNED 4:5w4-11 JOB NO. 21-74 69 SECTION - FILE APPROVED TOTA L SHEETi /2 "" CLAR/F/ER OEIf/•9lEf? /N/6' (\j /2 ""FF~Oif9 SECONOABY !~` CLAP?/F/E,QS 3 -Ie --e Pc -UiPif/ Z ".C/Dil/ ODTgBLE COIOI/.4TE.P TO sECO1 e9X1'?Y Cf/L OR/NE SOL UT/O/V ~~E~/- TO 5Z-C0A16 i?Y CLAR/F/Eft NO / CL/a R/F-/ER NO2 i!/OTE'~OrP/,r/TE,P/O,P~/.oE.S/~E.s~ GATE 114ZVES .P//.t/~ ~EE~.~/EiG/,4T/C S~/E~T9 GATE 4ALYES .~<l~f/O.P~l/L O FiQO~Y1O/1/E.QS/ON STFUCTURE i}/O.2 AERATION BASIN NO. 3 AERATION BASIN NO. 4 ~CUI~ DA/ /it/S/~E C/.4GG OCUG Uq/l/E SCREl~(/ L/FT f /mp SC~E/~f/ ~ SC~Ei~/ /DO A/Yi9L YzTER OR ~i'r~08 SUPPORT O AN,4L.YEER ~ ~ 1 SURGE B~Is/N ~<SLUDGE/EX/O!/.4L L7/FFUSER A/R FL Ow /NO/CATOR c5'C/PPL Y FL O6f/ /NO/CATOR, O/fFUSER A/fi' S(/PPL Y ,SL%DE GATE SL UOGEO/SPosAL r ¢' SUOE 64TE - - - r - SL/OF GATE GR.4l//TY T/1/CKENER SUPPLE~Y/Eif/T,4L W.9TEf,' l4lE'~ly NON-POTABLE c 11Z1A1/CAL FEED W72T F B~.~t.P/if/4 &ZloE GATE /LOA/ /1VO/CATOf~ FLOW /NO/CA TOR OPER TOR ~GfDTD.P~D.UT/~OL ~Eq/TE.P S'UPPL Y O/F~ZISER All? SUf'?PLY Ta -SIi~GE' B.4~iv ~a ~z-: /O "" BfIS/il/ OE/Y/Y//4TE~/NG No' ~ TO AE.2ATOi~ OUTLET T/F7OUGH ~sURGE B,45iN LL U SCS rC ,4/,POI/~T SS~SS I ,~z ~z bolo l3,4TE.P DE/%4TEFi'/NG ~/DTD.P EDi(/T.PpI fEiUTE.P SUB O/~,4/N DEl(/ 7,'W/NG FL US,z//NG A/fP /7//~E 3""BO/~E.F' .P~71/.P.f~ 3 ;f/E47/~f/!~ ~U~.olf~ TGP~G/iAiffC sTiP~D.4.P0 AERATION BASIN NO. 2 SL U/CE GATE OPERATOi? AERATION BASIN NO. I PODFBCGI3Ee 8L0/l/ER NOTE" SEf SWZ- -r 7S FOR TYP/CAL .A/R !J/FFUSEf? LAYOUT .410 OET,~/L 51 10' 11 0 1/4 V- 011 2"UEAiT QESSUPE PE!!/G4TO.P it/gTl/.Pgl G4SiGlETrP ~a.~Po ,Posr3 Fll/E' BC!'CE.P :~/gTU~Pg1~4~ ~UDTE fD,P.o/~/./~ .S/2ES SEE. ~, ~/EiG1gT/~ G%4¢~6f //E(TE.~C//Qif/I~F.P DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS .SEE OETA/L GREAT FALLS, BOZEMAN, KALISPELL MONTANA SEE OETA/L WASTE WATER TREATMENT PLANT G~/,QiUyEC PCUC,, G1QA/rf/ .S/iL/ G~Tq/G ~G/ET<l,4yE" AIR -£~OrUL.~Zf~/ ROOM F/Grp BOZEMAN, MONTANA GL<TECTJ.P ~a45 S roeq~E T"~I~f/.~ AERATION BASIN BLOWER a LIFT PUMP BLDG. MECHANICAL PLAN .Pelf T~~E .POI/~A/F/GTEP ~T SE.4C' TOE,('T~,P/lPeOl/I~E,P E.P.A.- C300 - 208 DRAWN DATE SHEET NO. OE~TUi!/E6'/Q~/~ISC,PEEit/~ SE? BD AERATION MECHANICAL PLAN 94 GODOF//.4~Ii7E ~,~5~/.PE.~EGUG4TO.P~' JOB NO. 21-74 DESIGNED 70 `P \Pfd /iY/.4i5'Y CLAf~/F/ER ~lGs~ Fa. NO. APPROVED FILE NO. TOTAL SHEETS OEdt/.4TEfi /NG i 1 } A/fF OUCT Tf/f?OTTL/NG SEE JET.4/L , I FLl/Sf///YG A/!~~ ~- O m C//EC,~~,CLliE 3BD/GE,P .~ETI/,P/I/~~~ ~-- FL US///NG A/R. FLOl1// IIWIC,,4T0.4 3:~lEAT/i!/l~ FL06f/ INDICATOR ED//CE.P.~~ /PE40 I f /4 !,'1S 4T/DN /MZ 4TOR O EL 4G/6.3/'~ `I' 1N f O~ rr caco C..~TE u r I r ~-- .f1QTOfi' CO/3TiPdL CENTEiP I I l 1 a. l 1 Q ~o.G1'~,PEsso/P e INLET T.5PO[/Gf/ c ~~DEFUSSEf? ,41R SUPPL Y OL"FUSSE/~ A/R SUPPL Y I EFfL C/E/VT TFPOUGH II -F - -- .r. I -r 1~ I 1 ~ I , I I ~I -1 - - ' -u ht 1 ~----1i;-I--J I/ I I / II !J/FFUSER A/R FLUS/-1//VG A/R t I I I I ~ I I I / II TI - SECTION I-- 1 F L 1 O/FFUSER ' A/R, t c /O - A I lo' 0 1/41' = 11_ 011 .............. FLUS///N6 A/.4 s I I I FL US.y/NG 1 J FL US////VG A/f? TO //!/LET TiPOUGA/ A/R TD INLET riPOUGh~-->• O O O O O O 4 V SECTION I lit' ti ff L9- 5' 0 1/4°= I' 0" 10' F 2~~Ar1/O /Y/-4.Q~~vE' ~L yr~oop P.4r~ririaY FG U511ING 4/1?' P/PE 5'Uf PORT 6 = 3 "" AP/'RO Y o 1 CENTER ,.5'Ef- OETA/L DaT~Er l 00 .4N.4LY~ER i/8 STA/NLESS S'TEf! /i'E/NfOf~C/NG BgNO ~~F /NE F /LTER ~Cd~/~GPl~ F/LTE.P~,, ST,4/NLfS,f' STEfLB,4y0 /!//Ty AO</UsT,4BLE ~SCfTE/f/ O O O O O O if/OTE/].P/CC //OCESG DCO~t/ / cr /BBE;F BDO T 3/4 "STEEL/PE ,4lT~.Pit/.4TE.S/pessOF~/~E d• DATE REVISION I Ij I THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA! tea' .~/aCEITy~J o,Pi~C %a'",UaCEIr~~J FL USAIIAl t9 A/Fz WASTE WATER TREATMENT PLANT, BOZEMAN, MONTANA 4jo 4S AERATION BASIN, BLOWER 8t SECONDARY LIFT STATION MECHANICAL SECTIONS E.P. A.- C3OO - 208 DETAI L FLUSHING AIR PIPE I -4 DETAIL 2' SECTION 1' 6" SECTION D-D SECTION E-E DRAWN Q GIZ1Up U/3~ DATE ~y ~ O&[..,5 / SHEET NO. t 1 94 6" 1 1/2 u_11 _o„ 0 1 2` DESIGNED Goy JOB NO. 21-74 fl- 0 71 2 3' 1 1 5 6' 1 6' n 1 0 0 6° 1' 2' 3' 1/2=1-0 4'' 5' , 2' 3' 4' 5' 6' 1/2 , ~_.. .n APPROVED FILE NO. F.B. NO. TOTAL SHEETS E,/' WIST BL OA'IZR 1 E,Y.~/,4U.S T BL D!~/ER ~ ~D`~y'P'D/E~,l/O/sT DTD,PEO~//T,?DIEE~/TE.P ~~ I : I /O"BD/CE.P FLUE f 1 I //E.47E./l,~/,Qif/IE.P •m/ .~/EQTE.~l//,4~f/4E.P~2 I I ~L UB. 11:V/NP 'NO /1~~TO.Y TD a.. P,PE.3.SU,PE .PEI,//IQTd.P~^~ t>• /j m E.41.%DF~.PEEyI/E~l/G~E~,vQiG1~.PS. ,O.P/lD BDTlDiL1 2'D"OFO,PO~~/~6!3/T.~/.Sgf9E T,PDLLEf~,P,~1/L ~QTTE,Pif/,~f.5 .GL~T.4/L t ~ ~.(/sr TEE ~~t ~ 1 ► :. I~ I~ t~i~' ///e4~f.47i4~!/ BIB -i~ ecnnlleze .45 2Y/Eil/T-/' T e. ~I .PE4Y//~PEO ~I T,~L'CE~.PQ/ I "~i. /v ~6if/T6.P BLOII/ER' ~J//F.P //Q~t/O.PQ/L U/!i4r~ y 'A e A r i F 'f 1 \1 w 1 1 II ~~,P,4/rl/Uif/Ef i!/OTE/. FO.PBO/LE.P P /~/iUl~ S/2E3~~1/if/S ~EE~O!/EiGx4T/L-f,~c~ET "r79. 2f/.~1~//l/OT.S.I/O!3Q/ Fa.PlG4/.P/T~ 3 ~/~Es~~l/CT..SB.PD~Eit/FD,Pll,4.P/Tl~ ~l..fl,4/~FLG~I.P T,POIIEl~.P,4/~iUOT~/O!3y TD.~ Lfd.P/T~ JT.4~/O F/TES Fl4l3TDT,4E,-0:5 e T7e4G/S.G//7TE.P /~/ETLUELL 8~ lUE/R S.~f.GfP~E !/~/E~ 3".4~I~fE.P,PETI/.P~f/--~~~ ~/QO,P,~I/il/ C/ET ~G(/O~'oE, lUELL aL /2 Y` RECYCLE .SL DOGE ~/N J CHL OR/NE SOL UT/0 1V I BAS//VOEII/,4TEiP/NG~` G"OLUG D,?,cf/.t/ L/if/E !.l//Eft OFSC.4'El.~/ f'l//1lT~S 4 An AER,4 T/ON BASIN //NE'T TROUGH yl r Bs15/NDE.~f/,4TE/~/NG TD XS,t47/O/VB4S/N D/SC.y/IfrGE" TiQO!/GH /o /V ~io~rSiv ~/3Q~T-~,,~Pi~v~ TO LY~/1.4,PliE .S/ 4f.POiL/X/.f/P t i , ssr III ~ "Bl//LO/il/4 O.PQ/il/ TD 4.P.~lU/Tf~ T.C//~.C~Eil/E.R GLd'3~f/ i b f'U~YJ.~' O/SCf/.4RGE III LM1~ 11 ~ 1 \ I SECTION 71-el: ~ ele<: 5 5-: 1 e rze, G~l./4TF.,.~/~/4~ O D 8 GR.4l//Ty T.4/C/~ENER ~l/PPLE~LIENTAL /f/,~TE~ ~4,~'/r/~.~//.P QUIT 74 UP I BUTiI~ U.41/LT ss~sis PLAN-- r ~~Z"//Eif/T J 111111 I41111~ ..- ~~-;~~-b',~ri.PiivT,~r,~E LET r v 1=_Z 0/(/ AIVO 71_F,41VS1W17_7_2a--7? ~if9DTD.>o G3~E~P.~lTE~ pfJiG1PE.P C/1L OR/NE SDL U T /O/V FLUSH//VG A A/F~ SECOiI/OARY CLAf~/~/ER I I I I T~ 0 OFIl/,~TETr'//VG I I 1 I I I I SUC T/ON BASIN OE4U/!TE/~ING ~/ f ,i ~.P/iLf4,ef~ " : LL/12/F/EP UE!3.4TE.P/~t/!~ I I I / 3 e 2ve,.~q z,,,47e~l-e L I .SOlU7/O/I/G1~q/if/ / /2 ~2 I /2 /2 / L I J SECTION , C'LAR/~"/ESP NO.• / TO SECDNOARY ol 1/4 CLAfi'/f /EiP A/D. 2 1 t i t t 1 f 0 DATE REVISION Az THOMAS, DEAN & HOSKINS INC. \1 rl r r. ENGINEERING CONSULTANTS. GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT ~/~E ~/~OO.PTS BOZEMAN, MONTANA AERATION BASIN, BLOWER 8i LIFT PUMP BUILDING MECHANICAL SECTIONS E.P A.- C300 - 208 SECTION B-B 73 DRAWN DATE SHEET NO 94 DESIGNED JOB NO. 21-74 0 611 11 1/2 0 4' 5' 6' 72 1/2"= I ~-O" Ps. APPROVED FILE NO. TOTAL FLO/.!/ -TOTAL /DER f ti Y ANO Ti`~ANSiY!/TTEiP U/o' ¢ i I I-1 S,4hf c L E S/NK /2 "" SECON,LZ4RY CLAf~/F/ER OElf/ATER /NG /%2 ' TDBO/LE.e .41W '"2 //EAT Ea'C,61,4NGE;4? ~SA~IPL/NG P/PE i Z FLO f7 /NO/C4r4R ~3 D /SC~q~'GE TD O/STf~/BUT/ON SYf7AW or s~ II 7t X 3 ;/2 "ff~0i1.1 SECGYVO.JI~Y ~r CLA/r'/F/E/i'S I I n 4 2 X3"f?EOUCEf~ n 2 ~z "X3f~EOUCEi? X NON= /::0' 7, E C//Ei1VIC,4Z FEED ANO PLANT ,/l/,4TEf? BUMPS 2 i i i Cx sUPR~f?rS } PLAN RECYCLE SLUDGE METERING ROOM SECTION SECTION ,. I/2,,= II_ou 0 6m Is 1 31 1 21 31 1 51 6' 10-6m V 6' o-- 5 4 I/2~~= 4' SUfi'GE BAS//V SL UDGE SUC T/O/V AERATION BASIN NO.4 AERATION BASIN NO. 3 F I I /2 ""OEy/ATER/rt/G ~ ' SL UO GE p/SC//AiPG`E !l/ET Al/EL L 7 SECOIVO.4R1' L /FT STA T/O/V E/YLAfFGEO BLA/V L OI.UER LEFT) 8 SUBPLEiYlCNTAL GIFA41714 T///CAyFNER W,4 TER d AERATION BASIN NO.2 AERATION BASIN NO. 1 6//ET VZ--LL 3""NON oOTABL E C.S~11,1/CAL ~/E OEX/.4TEf~/NG FEED 4NZ7 4N7 /l/ATE/~ I I I 24"511123 ORWAI SECONDARY CLARIF/Eft %o "" SUf~GE .BAS/N OEAG4TER/NG ! l _4 SUCTION L~ L O/(/ rZORI O2W4F7E/3c /NG OISC.ygRGE %O "GROUND lf/ATE F SUrY/P PU.YlPS TO BU/LD/NG DRWA1 lf/ET Ll/ELL O/SCXoW4 GE %O " TO SURGE BAS/N SURGE BAS/N SL DOGE S'UCT/ON AEF~/4 7/or(/ B/-/S/N H-. I u r ,O,e-W14TEfR/1VG i 6 BU/L D/NG OR.4/N .9U/LD/114O Dlr.4//V lf/ET DELL RUi1?oS t NON- ~T,4BLE C//Eif//C,4L FfEO !~/,9TER BU~YIR - !'/z "' Jl 4TEiF TD BO/LEf2 NON -~OT.4BLE C/ 2W1CAL FEEL7 PLA1V T 6l/.4TfR ANO2 ,%E.4T FlC//~4~UGER II IL /1/z "//E,4T SUPPLY t / ~ :~/E.4T RETU/?it/ SUB O.PA/N AaZ6R BAS/N OEI ,47_Z Q11VG a r OE~/gTER/NG PUMP PUrYIP h DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL "-MONTANA SUB ,9Q. IIV W,4TEf? W7 6f/ELL I L AERA7/ON BAS/N UEI~I/ATEh'/!VG :4S/N Of/l/,4TEF~/NG O/SC1/AR4GE E' 4w /ZER BY BASS WASTE WATER TREATMENT PLANT SU,lFGE BAS,1N SZ1CT/ON BOZEMAN, MONTANA AERATION BASIN, BLOWER 8c LIFT PUMP BUILDING MECHANICAL PLAN E.P. A.- C300 - 208 I~ it d I DATE il/Ol/80 DRAWN SHEET NO. R.Q//Y!A!R> Y CL Aft/F/Ef? OE! 72`1.4/AIG 94 DESIGNED G4// JOB NO. 73 f~~/ryl,4f~1' CG4/~/F/Ef? 21-74 PLAN } 2 Ero"TEf?/NG APPROVED FILE NO. F.B. NO. TOTAL SHEETS r-- i a ~ra 0 Or~ r I r SCREW f'U/YlPS E./'iy4UST FAN 4 TOAERAT/ON l + /NLE77 TROUGH I/ I. r 1~ I I II A -. II II ISOLAT1OAl SL U/CE GATES 0 II . o•r II II I I I I II - ~r r-- u BAS/N OELG,4TEfF/NG' D/SCMfA 11 t I I I I .I 774 AE/?/.JTOfi~ INLET TROUGy I I 1 I I u 11 1 1 1 1 1 1` 111 11 1 1 1 1 \ 1 1 1 ,'i` 6 11111 q 11111 11111 11111 11 III 1111 illflI I 11 11 11 v 6 ~ 6 l - -T 1 l ~ I 4'"SLUDGE D/SC.y,4F~l~'L" 90.5/OE OUTS/OE D-â TO AERATOR /FEEL UEit/T TROUGH f r.. O! OUTLET ELBOW rOOyIEST/C PUrY1P' 11 h i ~I DISCy,4RGE SECTION BU1LD/NG 0,4 4/N Lf/ET //ELL 0 6=6"' t0' S -~6 " u0 l SECONDARY CU F/ R 1/4°= I~ 1 t-1 SUCT.1O/V 4 "OfT///N Ff~O/Y/ SLUDGE iY/ETER//l/G f~00/r/ 4 L%4LL P //~E n l 1/1111111 1 1 1111 1 / 0 D 12 12" " 2 / A /Z - 6 "OR4/N FR0X/- SO?Z& PVIW:P PLUG pR,4/N 6 "MALL P/F'E r~ 4 "D.QA/N F.~o~-l ~ 3 d -- '4 BLD/-UE~ /?~Oif! _r + 4'!l/.~LL P /~E' I X X d~ y ~ - I T ~ 1, OI 1 1 i I BU/LO/NG OR,41AI 1 i PUrY/P I L OdG fL0/L/ OE!/ATER/NG 01SCf1,4RGE TO IUET !C/ELL ,O J r -41 6• 1 A//? /~YTA~E. DUCT GRAY1771" 7-111CKNER + 'U •~o SUPPLE/Y/E/VTAL wA TE/F- 1 e J ~"•J GE BAS/N FROr°1.SU, m (~ 8 ...ter-- I o: 1,1111111111 fill ill --w ' Ju l ,L I x 7. d • -U~ . S'UMP PUMPS + a:6 r .r• u - _r & B4S/N pEl, 1,476 11VG a D. U 1"h TI 1 L7/SC//A/I? 'E ~. 6. O .. q ll A 1 1i f - .1 yr BASIN OEY//.4TE!'1,1V6 /:: 1WR 'D C" 11Y OPERA?-0/F rL I I it ,I tt PR/iYIAf~Y CLAFr'/F/ER DE6UATER IV6 SUCT/DN 1 SUB ORA/N !(/,4TER ~~OE/~//ITER/NG PUMR SUB O,P,4/N DEII/ATER/NG I I~ I I 1 -177 SUB Di04/N AV TER ~1 /11 1 $ECTION C-C 4//., 7 W, 5 z- 20" J I /O EQUAL IZEf? BY PASS _J 1 1 SUB .D.Qq/N 1/2~ I- I I L_- ~J D'- a -1 l 1 AEl?AT/ON B./S/N /2 12" ZY-rW TER111/6` J SURGE 8,45/N DEGUATERI/VG SUCT/ON REVISION DATE a 1 1 J THOMAS, DEAN & HOSKINS.INC. ENGINEEIRING CONSULTANTS III it tJ /D J GREAT FALLS, BOZEMAN, KALISPELL MONTANA 2- WASTE WATER TREATMENT PLANT' + a`o s: +U G 1- BOZEMAN, MONTANA I sucT/ON AERATION BASIN, BLOWER 8i LIFT PUMP BUILDING MECHANICAL SECTIONS o~• r•- ' L - t E.P A.- C300 - 208 SHEET NO DATE DRAWN SECTION 9-B 94 JOB NO. 21-74 DESIGNED 74 112 I= I I-01 I j0 611 Is 2~ FILE NO, F.8- NO. APPROVED TOTAL SHEETS NOTE: Pf~o,!//OE CO/Y/{~iS~Ess/oiV C/ TT/NGS 6f//T/1 C,4FS ON EACH /cO/T'7• ~C//AiVr1/EL i11/.Y//VG P /~E- ST:9/NLESS STEfZ TOT,4L MOl~EiY/ENT - -0 /T//VG FACTD.QY BONG ~g`A/~o /S~Ti~/BUT/orV RETA/NhF? l Y/NG NOTE•' ALL h'OLD 00/T/iY BOLTS, ANGLES C Z"I't ~s Ail/O B1'F4C.1ETS A/?f STA/NLESS STEEL SLUG lo,wz i5- STA/rVLE'SS STEEL //8 "" T///C&1VZSS STA/A& ESS S TEEL 1C/it/FO/?C/NG BAii/O //Z'FEiYl.4L -Al I/,4L //E SU~POh~T BT~ACKET d~ //OL D loOff/N CLAiY/R PLAN COMPf~ES.S/O d SZ:N- SOR NUT EXPANSION JOINT 3/¢ S. S. BOL T DETAIL , / //2 "STA/iVLESS ,STEEL BL O/f/OFF L /NE ANO vs1LVE d 6" 1 2'. I I/2 "=1'-011 0 1 "~` hJ,~N/FOLL7 rn STA/NLESS ,5'.TEEL yAROErVEO SUPPO 1':;F7 BR CKET CaMo/~Fss/UN 1 w<5Y/NT/NG COUPL/NG #yrIt'd hioL,O DD!//iY L_1 1d! ~3 /9 "SUPPOiPT STUD l4N C~PD.SSTBEE Cfi'AOLE CLAA~R I I UI rl 11 - li li I L7FR/LL /. 38 '0710 /OLE,11WOPIDE ~4 n II 11 II II //9';f9/rV!//ELO BE.90. /Il/G/I/ TD .3/51 "S. S. ArVC//VR P/PE A,Y/S BOL T FLOW METER DETAI L INSTALLATION .BLOW OFF VALVE 8k PIPING FOR CHANNEL MIXING PIPE II _- Ikd b ` ` tj ~.~ .3/¢ ANCAOR BOLT DETAIL 1' 9" ----7 ~R 6" .a: 1 - TYPE B SUPPORT DETAIL 4' 5' 3' 6' 2' 11 0 6" 1' TYPE- A SUPPORT 1/2°= 1= DETAIL s" I' 2' 10. 2' 1 0 1 11/2' 1 11 _1 STA/NLESS STEEL SURT~OFr'T BRACKET .0 TIRE A 5'URR~RT 1 SEE OETA/L 7S .3 STAINLESS STEEL EDUC TO/~ SEE OETA/L II II II II I I 1 iJ 1 1 1 4 NO TE P //~E S/ZE, COLLECT/ON SUMf~ AND A/R SUPPLY L/NE TO BE OES/GNEO BY SYSTEiY1 MANUFACTURE' FLO/L/ IfIETEfR sEE 'e E7 ,4/L /0 ,o e r 1 TYKE B SUPBOR T s =3 " ON CEN7-Z~FS ~ ' sEE lJETA/L / ",ST,4/A/LESS STEEL S9rYlPL/NG T,4R 1 A/fF SURRLYL/NE N Tugunimm~mmlmnuauwnuuwmdunuum OfPA/N L /NE / ! ZZ',,,? COL LECT/ON SUMB y ~ ~ (~ I1 r:3 a r AIR LIFT PURGE SYSTEM 21 31 4' 5' 6' 1/2" = I'- 0" 0 6" I' SEE OETA/L OIL/F/CE CONT.LFOL NOZZLE eam~_ O/FFUSER ELE~1Z%17- O/FFUSEf,' NOLOER ~!`A/F>' O/ST.Q/Bl/T/ON 1/EAOEl~ BETA/NER .`~/rVG~ NO TE": OETA/LED LAYOUT ANO OES1GN To BE Pf~O!//OEO BY /Y1.4iVUFACTURE OF srsTE.>7 E'F,'O!//OEO 6' sEE OETA/L_ G:3 SEE OETA/L 4" Q'T /o "ST.9/NLESS STEEL DIFFUSER ASSEMBLY ~a Sa Q DETAIL 6" 1' 2' r 1 7 I C:7 r-~ Gf/,4TEf~ COLLECT/ON SUMP I~ I p-~ SL /f J01N T AOARTER COURL //3G STA/NL ESS STEEL TD f'!/C DATE REVISION A /A' PURGE THOMAS, DEAN & HOSKINS INC. SYSTEM SEEpETA/L ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA "Rvc r rn n TYf~E A SUPF~ORT c:5>-'O &,41 .SR,4C1/VG WASTE WATER TREATMENT PLANT ¢'OT~A/N COLLECTOR .~/BE BOZEMAN, MONTANA AIR DISTRIBUTION PIPING I AERATION BASIN, MECHANICAL PLAN 81 SECTIONS AIR DROP PIPE SYSTEM 5' 10' O E.P. A.- C300 - 208 1/4" = 1'- 0" ~! SECTION DRAWN J.WB DATE y0O 8 O SHEET NO. 94 75 DESIGNED JOB NO. 21-74 6" 2' it 0 1 1/2 "=1' 0" G.•4./L f 1 1 1 APPROVED FILE NO. F9. NO. TOTAL SHEETS -I J 3'-O"Miry FLODR 5 UR~ACE EX/TAUS T OUC T TD WALL E Ploy /vE Z~ LOUVER W/7/-/ aF,4V1rr s /7"U7TE7r; 77)P- N/CirEL BRONZE /O ~6 'r BODY-DU,PACo.47- OAsrl~ EXTEN510N SLEEVE A FlGNr,45 ITEQU/RED BY TN/CYNES5 OF 2AISULAT1o/I/ / CLA/Y/P/NG L'OLLA~~ 6'1P/4VEL GUARD WgTERPPOOF' ME/h'BF~.4NE r 2" NOTE / SE 0 QU/LT UP A=00Fg5 PE/P SFL`e 5 az//Z 7- -L//~ RODF•/Na /el 00000000000 FLOOR DRAIN ba /2" ~/NSULRT/ON 9~ /r ° PERSONFI OCCUPANT ARFA /4 A d 0 q d vRgiNBaoySErTo ~UREo CoNCR~T~ /4ooFDEC/~ LEL/EL, a` d a 4 e /I OUNCE C'oLo 4~11LL6-D CDI -ii' G'RAV/TY OP Mol-NIf PATEO 5 ~IJTTE/Q f-5 ,PEt7U//PEo ROOF EXHAUST BLOWER DETAI C'CLVCRETE ROOFOECfr OP .3-~UNL7 Sf/EFTLE4D LEAD r~ SEP.9RATE LEAd t'qP OUTLET O!/TLE'T F9S7ZW,EZ 7-D l,'l/T17;F Sf/CY/L D EX7E?/D 6" i t/ro L~A.oE/? ROOF DRA N 3Nl/ENTP/PE 0 L- _ O DETAIL S'EE ELE!///T/Dr!/SFo,P S/ZE LEGEND SCALE: 11/214-0 I~-0~~ " BU/LT-UP.~Fi/NG MOUNTING BRACKET ADAPTOR ASSEMBLY I. PAINTED STEEL PANEL 2.VIBRATION ELIMINATORS 3.FAN BLADES (3,4,OR6) 4.VENTURI ORIFICE 5.WIRE GUARD 8 MOTOR MOUNT ~' . //L/SULAT/Q1/ OVERHEAD MOUNTED H9NOWHEE-L OPE'1PArd.P Th'.?EADEb 3/1Pr~o/~7 D/gMETER vAR/ABLEwirN BRgoE •s'7ANogpo Fo•P L~gLvE- ,oiq/t9~ ra71. .a( j •~CVE' MAN!/FA ~,PEk SWING ARC FUME EXHAUSTER I /2'• /R00/F SLEE!/E BOLT HOLES 5126 AND O SSPAC&;D 7-o -17- T.SrR~4G~D SUF~OrPT BRgC'E. EXPayoEQ h1ETAL DUCT VELOCITY INTAKE DUCT O MOTOR SCPEEiY / "'A'~'' (FPM) CFM DIAMETER PLUMBING VENT STACK O 5500 1'~ HP VERTICAL, OPEN" 750 5" MODEL 76 1.DIMENSION TO OVERHEAD MOUNT CAN VARY ACCORDING TO CUS- TOMER'S CEILING HEIGHT. 2.MAXIMUM REACH IS 10 FT. WHEN PICK-UP HOOD IS LOCATED 3h FT. BELOW EXTENSION ARM PIVOT POINT. 105 MAXIMUM 3450 RPM 230-460/60/3 RECOMMENDED EXHAUST 3 HORIZONTAL REACH HOOD FACE AREA DUCT DIAMETER PUMPrF"'F/PAME 4 0 X.Z" a4r N.4/L ER 101-01, INTAKE DUCT DUCT VELOCITY MOTOR / '~'8"OAK (FPM) CFM DIAMETER 1150 5500 2 HP VERTICAL, OPEN MODEL MAXIMUM 3450 230-460/60/3 RECOMMENDED EXHAUST 106 HORIZONTAL REACH HOOD FACE AREA DUCT DIAMETER' gL1/UST/¢BLE .STEM DETAI L 16 WALL FAN DETAI L 5uppoer BRACE ^*~ lo'-oll 81, P' •D - ST,¢NDARO FOR MANUFACTG6PE/? //2 "/RON P/PE , ,~,/` P/PE SUPPORT I aF- vAct/E PUMP SUP~RT P.4D SUPPORT BRACE PLAN CO/I/CRETE L[/.4LL. 10 3~8'ANC'.yo,P .BOLT •a /O" -1419 921117 D -14,11 8" FLgNC, ED END RIJ4 /JRAin/ UgLVE - W/SL /D/NG 57251-ff ~ d 1 , Q; Y PUMP DRAIN PIPING DETAIL N N 16 64'3 PIPI-V6' T 1112' A-: ir sc/s~tw~E ¢o GAL!! STEEL P/PE - 7-6 ~20AI,470A:'IY 70 1WW11'WeV1FLAF-_5 CaNC/PETE SL/4 L3'~ WF3 Cory Fbu 1ZW7i,04" ///Z'r .2 "P/FE !l//HGf~Y ~TD BE SET ZN eat~CrPErE-- FLAN9E SET i/V ~ SLAB ° Z 1 1 I P p D; <-70" EZ A:FJ _ U/Z u• vU/P9riyG~ 7//rPUST BLOC/ TO CONCRETE PAD TO AERATION BASIN DOWNSPOUT DETAI L PLgTE GAS FIRED UNIT HEATER P ~~. P ~. ~O.(rC.QETE/f/.~/1 8"BOLTS -T G •â j , 'P' . co/Odes ceor;e UNIT HEATER GA SP/dDTEiyL) /F,(94vz_ a a,,=- 7W41AI OUTLET VELOCITY FPM FLOOR STAND FOR HP FAN AIR FLOW CFM BTU OUTPUT HEATER PLUG VALVES POWER BUILDING PLUG DRAIN VALVE DETAIL nlrTAIL 17 SCALE: 3°=1L 0ll I D u ~ SHEAR GATE DETAIL N07Z-.- FLOD/P SURF/-1CE-'~. / X2 GATE 114L 1-10-r O//C) d4W ZV77/f ~5_ /3"X/Zy L,/QATE OPEC//NG' A/PEA L)Iflzl- 1110z"52-5 45 A /s .SO 5Q. •ZNC//ES W7WVW lc:Z> 725) ~WCrh 13WI (o7~B'r / WIZOCr W,45//,r0-f~5 A'~Z4/&75. A WELD GYV !3U-~'//~YQ TOP - DU/Q/4 -CO47- elSr //fVAI Z .~ ,BODY DUh'/4 2017- 6 ST//W y wF_1_D,5-,o .5rz 477WCW x3~04Ce,67- 729 4MSD109~Fjl WWZZ _71e /2" M 1W&0414,f K44le-001P5 Oe 7V 40' WALL SUPPORT DETAIL 18 FLUSIV SCrPEEW FLOOR DRAIU C7.4Y/TY S ~/UlTE/Q INTERNAL TRAP EQUIPMENT 8k PROCESS AREA FLOOR SURFACE 1 1/2" SLUDGE SAMPLING TAP DTL 14 DATE REVISION THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA 3/¢" /Z" X /Z'r 6'R/4TE OPT-N/NG .4/QE,4 so sq. z/3cuEs WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA !0 7/8'' TOP- OU/PA CU4T C4 57.1 wit/ MISCELLANEOUS MECHANICAL !3001/- 4XhF,/9 -COAT C9.5'T-//fW DETAILS WALL MOUNT EXHAUST BLOWER C3OO 2O8 DRAWN DATE SHEET NO WITH GRAVITY SHUTTER a FLUSH SCREEN 9 94 DES, IGNED JOB NO. 21-74 76 A4 Y FLOOR DRAIN LONG SLEEVE FLEXIBLE COUPLING 19 APPROVED FILE NO. - FIR. NO. - TOTAL SHEETS 6 76 3/8"aWVS STUD 7YPE' E f99N5/Orf/ WEL)~E 711/Ch'OPS 8 NAy~ 61Gs~crE! UN/ST/?!/T MOUNTED OV M&L l SjEEL COLUMN OreCOWC ) MAXIMUM SUPPORT SPACINGS FOR PIPE INSTALLATION NOMINAL PIPE SIZE(INCHES) W STEEL G'U/OE - 1 2 3 MAX P/PE 5/ZE ¢" 24 18 20 12 14 16 3% 3 10 1' 2~ 4 5 6 3 1 2 TYPE* 4 STEEL OR 28 30 32 27 17 19 22 23 25 14 16 10 11 12 13 9 5 6 7 DUCTILE IRON 10.0 9.0 8.0 7.0 PVC 10, 7z 8z 8 9 5~ 5z 6' 7 7 7 41~ 4, SCHEDULE 40 5 ~'D,tiC,QETE' ~~ N/ALL PVC 7z 91i 10? 7%, 5= 6~ 4i 5 3 SCHEDULE 80 6 8 COPPER & 10 11 12 10 6 6 8 9 5 BRASS TUBING E w w w z 04 a U) H X - A 5 R -QC~/RED . o. HANGER DIAMETER FOR GIVEN PIPE SIZE 14 14 11 7 7 5 8 3 7 8 1 2 5 3 8 3 8 1 1 3 8 3 MIN. ROD 1 1 k 2 8 8 4 8 2 2 ROD SIZE(IN.' 8 MINIMUM DESIGN LOAD REQUIREMENTS FOR HANGERS AT SUPPORT SPACINGS SHOWN(BASED ON D.I.P.) C'OyCPETE F~oo,P TYPICAL STACKED PIPE PIPE SUPPORT C) co N M a H H 0 r C) u1 d' 0 O rn CD N Ij CD C) 0 W CD C) rl H C) Ln N CD 0 C) CD CD r- CD d' M rr, u1 C) d' CD Ln WALL SYSTEM DETAIL X77 -'f'~X3=D'' ' used when individual support *NOTES: 1) It is recommended that continuous support be 1.0 0.9 0.8 a7 Q6 spacing becomes economically prohibitive. 2)Pipe support data for pipes not listed shall be submitted to the Engineer for approval. 3)Provide additional carport. at all pipe bends, tees, plugs and on each side of all flexible pipe joints(2/joint). 4)The above chart does not include concentrated load supports. Provide additional supports at all valves, checks, control valves and other concen- trated load areas. H,4NGE.F ~~HANCiE,PS L~~Sr.PiP o,PFI/LL BACK SATE VALVE pp/ME ONL K 3TA/NLE~S 5TEEL. BOLTS )1?01O 5/Z6~D FD,f UNIYE/P5AL CdUCPETE./NSE,~7 Of P3ZQ7 SE.~/ES O.PLIrI//ST.QUT C/44N•YEL /N 41FW ONC,PE7"E OP AN CUA7,001F ,(KEYSTONE Ff,4NG'ER FOR Sr 4Y //Y gAC6- /,P S AS 4:1535 f /.PEZ7 P/PE- ,s64yb'E.P As AE4D ln4Ll/ ,BOLT 9S IPE,+IOYE FO.r f AT TOP BY CUTT//YG /IFTER MAIC. /S C-4.5 7.4410 PR/O,F TO G/QOU77,'Va PROJECT/ON 4-5 ~EQU/QED fE4a 81( MF ~- ~~ PRGI•/ECTiA'1/ As R~qD ~t/NLESS SrEe/ 6' 1V"ZZ -`/G /O¢ d,PFEE M4,56W F/C,. /99 AQjUST,4BLE 5PLlr bZINJ 11,441'EfAV9 P/PE of FOU n#7*10r1/ 61Z&-_,4s _'&VOWN ON AX- 4N5, P.¢/NT S+4ME AS FQF P/P/y~ W/ 5D LX/,P~1/h'L TE,P y4.Pd/3E~S The nomograph shown on this page may be used to compute the 5pecification time even if several different pipe diameters are included in one test. Draw a straight line connecting the. diameter on the 'd' scale with the corresponding length of pipe of that diameter under test on the 'L' scale. Each line will cross the 'K' and 'C'scales. The corresponding values of Yoad'C' for each diameter -length combination under test ore read and recorded. All the 'K' values are totaled, as are -the 'C' values. Total 'K governs if the total of 'C is less than LO in which case, total 'K' value equals the time In seconds that the pipeline under lest should take before the pressure falls from 3.5 to 2.5 psig. It total 'C' is greater than 1.0, total 'K' is divided by total 41c' to obtain the specification time in seconds. U.1 Dll!" ro ,V/1/C,5¢1'P IjOLT~EEYE STAINLESS STEEL OVERHEAD G,R~1T PIPE HANGER STEEL P/PE SLEEI~E Q G°~t/C COQ' PIPE SUPPORT 2-/9"G•OL{/'&Z/5 l!II IXUTS 8 r q' G.~/~v/t~ELL F/U /99 O,P F~ /tl9SaY,~~4' /ss s~zE / ~4L4NCiA/G MALLEABLE /,ell/ giYC/lo,P BOLT CATEYALi/E , CAA' 3 ""C~foM 'Leaf NOMOGRAPHFOR AIR TESTING GRAVITY SEWER MAINS WA.Sr/E~ M/N 3"O/A 30 V -0 ,e FIN TUBE HEATER Q HOT WATER UNIT CaULKirYG-~ EQU I PM ENT ANCHOR BOLT HEATER W j EqU/PME/VT .[3q,5E T/E /RYO _WAVE S/ZEAS FG4r1/CE BOLTS. r//N/MUM ,4AC'Woe BELT O/MFYS/0NS /r/Z'CL~ I SEE NOTES ZANCNaR l3aLT DET.A/LS 7,y'rfZ°,4D EWOOF,QOO O;lZ Sl1FF/e407Ly ,Z/y/141WIZ 4f&1416 CO,f Ale,e 6/// e4UZIS Tax TYP OF !/AL//E OPF~P,47Tlp TO SEC/1,PE 77E !?Loll' WI& rL~LF+o ~'-L~EC-3/4'9 ,45 REQ D FO,P F gL/7PMEit/T-9NC///aQ, OaZ75 E P /P//2/6', 9?'*1t/. I I li'P/~YNELL F/Pi /O¢ O,~FEE~ MASOri/ ,P~1GH Fiat//,Ssl ~l/E!4/ 2 P~¢ TiE Bs~Fs CaLe'. 5C/rQFACE- //Z"CLQ PIPE SUPPORT 77 /YED/3fENE G4sYET FLEX FLANGE WITH TIE RODS ¢- O BLESS P/PE SIZE: G ~TO/0'' '/'/2'~C/~P NEW SLAB ~` S 9 /2"QC. 411, 6", & 8 PIPE QACI( PLATE o: -/PE ANC-loo C-/W/,f FZE M,4-ZV /e/_4r. /it/ Of EGCGH/ Fib 90 /VOTE: SrE"1" ALso ND7ES ./2 SEE NoTE/i/D. / FLOO/~ ,VS ~'EQU/,CEO M11VIMUM ANCI.16R L30LT D/AlFlfl_ /%10 /s EQI//r"'MEA/T /.39SE, i bYELOEL) STEEL df/ALL OR,9CKET ~rP//YA/ELL F/G /9S O,P F/G' /.S"/. SEE NaTE5 E W4?11 P BvLT aE-T47L5 Z"Mi/V ALL //,fVUNO C'0~2~YEiP W~ PAD/(IS TQOL 7-)Ito t\ I'ei / /zy CL~ i m TDCi~EL) ELxs'E C3~5{ 'J /I/2 " NON- s,,/,F/NeC,RVU~ ROUN 107ar /. FO,P WALL MOUNT USE FG47- B,4,F /9S Ss/0W/V USE- C//ANNEL P-0'e COZ UIWN MOUNT. 2. AS70T D/P (;,4Z1 14411Z,67_ AF'TE,P F.4B~/CAT/OrV, LOUVER DETAILS AS ,PEQ~p FOR L'QU/PMENT9rvC,,7o,P, OOZ.7-s Z P/PING, 9 "M/,1/ ,x,445 EX,~.4Ns/Cyl/ A/YC/lO,P5 EX/5r11W 5[/x(3 ON 4,P,44~ dl-,f EQUIPMENT SUPPORT L`X72~51Wff-D 727 /1" CZe 47- ;ra~F OPT/ONfIL Yr4/YL BUL8 PIPE SUPPORT 77' 4114C/lo,f .57&4x5 13L,~L~' SEAL 1,~,4S,f~ET 4 3E7WEE/V +QOLT_' ,4NC//O,PBO.SS ~FLOOr? aell NELL F/G 2G¢ OR FzE / Y //2 EXPA/YoEL~ ~/t1A.sOy Fic. Z9/ ANC/loR STUQS S,5'9LL 13E ,4DJ TAL3L E C2 PIP //YSTALLEO ,97-T/1E FACTack' EQUIPMENT BASE NOTES S4zZ .E 5L1PF0/FT 1.PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS DETERMINED BY THE OF y,4L/~E O,~E,Ps17ztP A/D~" ~ I I T//E NUMQE/2 OF AN"OR 57-4105 s ALL COWCO,f1;f TD A44NUFACTUPc~RS ST9,YD¢PCZS, EQUIPMENT MANUFACTURER. 2.THE SIZE, NUMBER, TYPE LOCATION, AND THREAD PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT NANUFACTURER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE PAD IS BEING POURED. W P/1/PVT .S4MEA5 FLANGE AD 1~3. PIPE SLEEVES SHALL BE USED TO PROVIDE THE ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2"IN ALL DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER. SLEEVES SHAL~ BE FILLED WTTH NON SHRINK GROUT. P/P//YP, ON ,?LADE P/l/OT CEWTE,pS 10"- 24° PIPE 77 sr0 nrPE culyd:E 4T7AC6' 70 CoyC, ae B 4., PIPE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 111GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3"GREATER THANANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON SHRINK GROUT. %.~ GU/~f ~T Q suo / rlL- WE,DGE-,41YC,s'4Ps h //z "' (,',BUT 5.EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE. DRY WELL INLET DAMPER & SCREEN DETAIL a Q.•~I VALVE OPERATOR POSITION DETAIL 6.TYPE "D" DETAIL SHALL BE USED ONLY FOR SLABS ON GRADE AT GRADE. THE SURROUNDING FLOOR SLAB SHALL NOT BE PLACED UNTIL THE EXACT SIZE AND LOCATION OF THE PAD IS KNOWN. E NOTE NoTE:" MUST BE //Y5TALGEL) 7W A vEiQrrCAL Pater/or/ NOMINAL DIMENSIONS 7.WEDGES ORSHIMS SHALL BE USED TO SUPPORT THE BASE WHILE THE NON SHRINK GROUT IS PLACED, TEMPORARY LEVELINGNUTS SHALL BE BACKED OFF. IF LEFTIN, THE WEDGES OR SHIMS SHALL NOT BE EXPOSED TO VIEW. /, Pr?DY/DE f/gL.c- A`19ulv0 /Q/C/DrN5ULAT/or3 e /~YSULAT/ON ,~,QOTEC7i041 55~Fr--/GO .5/41/L,9/Q TO G/P/yryEll F/C /070,e- ELCEiY Fill' 2/9 Wi~EFE P/P//YG /-5 s/3-51/LATEL~ Z P,~37U/1 /I/EOPiPL-rY,_C- l[/4FFGE /-IX47i01V FAD S11Vr1+4,Q TO . MAsOIY TYPE !/Y' O.P ,f D,PF/11flo em"exq •¢D UN+L5,Q SUPfk~PT FOOTWHEWP/P141( /5 1.502,IIZD O,P.5/IR1--b,P7-/S y[QIgCE/YTTD MEC//,9i2W/CAL EQU/PMEit/T 3 FD/P 645E; fly/GrTr FL4A/GE L~/ylENstdYS, SEE Z:>67 /L A D -1 Rr~ur to ~18" 2211 X 19'1 2411 X 2211 QDOY- 041,f4 e0,47,5;0 C9sT rev C 221` (559MM) 2411(610 MM) TOP - /l//CeEL 43R04105- A B C D DATE REVISION i 1911 (483 MM) 2211(559 M M) THOMAS, DEAN & HOSKINS INC. 0 PIPE SUPPORT 1011 (254 MM) 12" (305 M M) 14 - :: ~; ENGINEERING CONSULTANTS , GREAT FALLS, BOZEMAN, KALISPELL MONTANA E 281/2'(724 MN0 281 /2°(724 M M) SIZE MIN. 19AX . WASTE WATER TREATMENT PLANT D COMPARTMENT SIZE- 2-1/2 3 3-1/2 4 1 5 2-1/2 2-1/2 2-1/2 3 3 3 3 3 3 4 4 6 6 6 6 6 6 3-1/2 3-3/4 4 4-1/4 4-7/8 5-1/2 6-7/8 8-1/2 9-15/16 10-15/16 12-3/8 13-7/8 15-3/8 17-15/16 21-5/16 22-1/2 24-1/2 1-1/2 1-1/2 1-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 3 3 3-1/2 3-1/2 4 4 4 4 8 13 13-1/4 13-1/2 14 14-3/4 15-1/4 16-1/2 18-1/4 19-3/4 20-3/4 22-1/4 24 25-1/2 28-1/4 31-1/2 32-3/4 34-3/4 BOZEMAN, MONTANA OPEN AREA SQ. I N. PIPE SIZE IN. AP 1_BS. DIMENSIONS IN INCHES 8-1/4 8-1/2 9-1/4 10 10-1/2 11-3/4 13-1/2 15 16-1/4 17-3/4 19-1/2 21 23-3/4 27 28-1/4 30-1/4 9 9 9 9 9 9 9 9 11 11 13-1/2 13-1/2 13-1/2 13-1/2 13-1/2 13-1/2 WIDTH I8°(457 MM) 20°(508 M M) ~I~Y/A Y//A MISCELLANEOUS MECHANICAL DETAILS I B C D F F FRONT TO BACK 141/411(362 MM) 171/411(436MM) 6 8 10 12 14 16 18 20 24 30 32 36 29 12 12 3/4 91/4 75/8. 23/4 3 96 1211(305 MM) 1211(305 MM) DEPTH 0 o~ r E-PA.- C300 - 208 DRAWN T-5. k' DATE Noll /?9V SHEETNO 29 12 12 3/4 7 538 2 3/4 91/4 4 96 18 8 10 12 6 14 16 STANDARD LENGTH. INS 94 25 27 29 32 35 38 41 SERVICE SINK - WEIGHT, COMPLETE LBS DESIGNED JOB NO. 77 21-74 CAST IRON PRESSURE RELIEF VALVE FLOTATION THICKENER FLOOR DRAIN TYPICAL_D[APH_RAGM PUMP APPROVED FILE NO. SHEETS FLOOR TYPE SUPPORT DETAIL 77 3m9-- CO ye,PErz-/g5ZF IF 1-/I=R /r/~`~/~ 5k1_z_4T-,/Oi4YTS yAliE e~6,64/ TESTED b. b. P..: O 1101 . _ UNIT CHARACTERISTTCS Ident. No. Location Type of Unit **head Loss Mounting _=.-Height Nat urn I Gas- Tn;)A CFil *Net B T U/_B R_ Water Flow Fan CFM_ _HP.-; -(Feet).-.. I UNIT HEATERS Aeration Bldg. - Blower Room Aeration Bldg. UH #1 STEEL E'NC'ASEMENT PJPE (SC//EDUGE Ali ) 77/E,~MD o /R~ /C I/If Gps/ii/6' BOLTED ,PC/BBER L/N,S' C~IP,PE'.~.5/GH/ SEAL 8'-6" 142,000 1/3 Hot Water 15 3.5 3230 UH #2 'fir- / ~Z ~~P/PF- --~~ Blower Room Hot Water Aeration Bldg. - Secondary Pump ' Room [lot Water Aeration Bldg. - Drain Pump Vault Hot Water Aeration Bldg. - RAS Metering Vault Hot Water Flotation Bldg. - SO2 Storage Rm. Hot Water Flotation Bldg. - SO2 Feed Room Hot Water Flotation Bldg. - Compressor Rm. Hot Water Flotation Bldg. - Thickener Room Hot Water Flotation Bldg. - Thickener Room clot Water Lift Station #2 Hot Water Lift Station #2 Hot Water Primary Scum Pit & Metering Bldg. Electric Pretreatment Bldg. Gas Fired Pretreatment Bldg. Gas Fired Maintenance Bldg. Gas Fired Maintenance Bldg. Gas Fired Maintenance Bldg. - Storage Room Gas Fired Maintenance Bldg.- Bathroom Electric Maintenance Bldg.- Storage Room Electric 8'-6" 132,500 14 1/4 2770 8.9 UH #3 s 8 ' -6 " 132,500 132,500 46,812 28,294 14 8.9 2770 1/4 UH #4 UH #5 UH #6 UH #7 -C'O?PF,Q COPE 15'-0" 14 1/4 8.9 2770 R7!//f UP 7-O TOA Ors P/PE ' 9'-0" 5 1 / 15 0.9 1025 II_ 6'-6" U 3.1 0.3 1/15 725 6'-6" 1/15 28,294 3.1 0.3 725 X UH #8 ,C~?/SC/L, /,~'rE 14'-0" 12,000 1.3 1/85 0.5 327 A .STEEL Gf/,4TE.P,57a UH #9 i 6'~0" 203,000 22 .0 5.3 3840 1/3 UH #10 i 6'-0" 17'-0" 17'-0" 142,000 94-,000 94,000 15.0 10.0 10.0 1/3 1/4 1/4 3.5 4.1 4.1 3230 2090 2090 UH #11 UH #12 UH #13 \\~ii\1~119,H F1YilI i i I• /j . 0 .~ mil. •_`l-~'~ -UP, :/-.l' -P-~ 7 1 A 4' 4 ' •1 _ ./+ p'• : ..4777 a : _. .1, /> Aj' .1- 1 --777 _ -~L• F i 1/6 1/6 3/4 3/4 UH #14 UH #15 UH 416 UH #17 UH #18 UH #19 8'-6" 8'-6" 8'-0" 12'-0" 128,000 128,000 256,000 256,000 2800 2800 4910 4910 225 N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. 1 1 225 9" -Z G,PATES WALL & FOUNDATION PENETRATION FOR ENCASEMENT o, .I FOR THERMO PIPE 1/6 7'-6" 196,000 2100 N.A. N.A. G,PAT~.t/G ~' F,PAiyfE. I l 81-011- 3,413 I I N.A. N.A. 1/15 UH #20 ti BU/LT•U.~ 8 -0" 11,365 .150 N.A. N.A. %p;,//// ..Irrla~nuumlmuln Illmuund Illllllll1111111111O ; A I 1 I @II IIII I IIIIII Illll lL I III )IIIIIIII IIIIIpIIIlplllq IIIIUL II 1 III II e~ :o a d-. ~• v .6~ v, a .PA/N ~9P :d a '• BTU Output Tube L.F. Lenqtli DRIP CAP t HOLES /N E,Vo FTNNED TUBE BASEBOARD :t FT 41 Plant Control Bldg. - Lab. Plant Control Bldg. - Lunch Room OF /NNER szzwye 29 inches THERMOPIPE TEE CONNECTION SECTIONS Hot Water 9,925 0.6 1985 4 FT 42 'C : e• 29 inches Hot Water 16,575 4.2 0.9 I - 816" 1985 I t r - - I \ `H a,PAr~ L/~YE IIII ' I~IIIIII' III 'II I~ I Plant Control - Office T a V•r r Ty/Maze 29 inches Hot Water 35,730 7.3 (1 1.6 1985 18 Total - 7' section East qall - 11 ft. section West Wall) CABINET a ,ST.4/1/.OH,PO yD ELL-~o6f/ - 00000 aoo 00 00 aaa n n ~ IIII ,1111 - a: A' MUFFLEiP =d LONG' Aeration Bldg. Ga's Storage Rm. Plant Control Bldg. Entry Way Hot Water 32" Tall 18,200 V 1.5 0.5 7 T7_1 . ~ ... ;~ I u I,~• .. 'D Ili EX//AUST P /.oE 0, a... .d . . a.. d.'.'. a..'A.- . Cabinet vl - ~ v. Cr. j7 Conv. 142 zo„ Cabinet 18,700 Hot Water 2.0 0.5 USE SX1 Zo,S IF0614 MO7ZIe5 *,NOTE: Met ~7/fir,. ou'put valves listed are for the treatment plant site. Gas 'ired unit heaters rated at Sea level and standard conditions, must be do-rated 20 percent for this application. Hot wator unit heaters are rated for 1806 F. water and 50' F. inlet air temTDeraturo. Fin tube he, convectors net BT output is based on 180O F. averaqe.watcr temperature _rs _an~d U/Hr. **NOTE. Unit characteristics head loss is the maximum used in design. Smaller head loss units are EATER SCHEDULE SW17 111/! /N //.4Z,4, WZ1,5 A.FE45 GENERATOR EXHAUST SYSTEM 4.. . ~A _ .-0-,a 0-a :.D' - 1. - I - I , U 0. J ~~• P viii a; c~yar~YnF7riu~l~I „~ p.. r6 - .:o '1 l I eal'MZ .67 BUR AFTER 5WE'.4T-,/a/yTS 8.411," BEEiI/ TESTED III DUPLEX SUMP PUMP DETAIL /Fzlee,5~? ZIVD S1514z M/N- (o~~ ~4X /8" N E/LL Gf/~iYOr!/ PLAST/C CAULr/ND, • .Z "/rJ/,t! DEPT.// ~. . ~//o ls'•4U!'iE'S72~EL SGE6!/E 90° ELBOW THERMOPIPE /,.w - 4 /NTE,p~As5 `L'OrYC. FCOze THERMAL PIPE JOINT 3000 #G'OrYCRETE Po/-/,F AFTE/Q str/E.~T..Jo~A/Ts W,,r aEEiY TES 76W fu r- 4- -L:-U- -7 FLOORS LEEVE DETAIL ~ t MECHANICAL JOINT sTAND9~p &a/- r WALL SLEEVE DETAIL 41.5 EL Soul CZ ~Dr/CT/LE PIPE,- e 6 a!AT/aN WIZ Z 5F -5qow4/ ON Pioi r/G PG 4.~s) >L D• ` 7/i/~~////~~////.=///ice/i~~h`Y///~,///~~Y~/ia~/r =IIII= 1 IIII To,~so~s IIII-, %Lr_ I III~~III-11u1= EAT _ 1= Ire - I _• ' • l,LSE OI,Ys1/+10/l/ G'iP.9liEL •, ' . La4/r/- SU~SoiL ~L D78 TD la/PoUNO SU,ry~AcF 450 ELBOW THERMOPIPE DIFFUSOR PIPE SUPPORT SECONDARY CLARIFIER INFLUENT WELL- ALL WEATHER COVER goooa /k K1111/4 Wz~k DATE REVISION TYPE11' /517 7 ~91el~C6 0 ENGINEERING CONSULTANTS F/L TE/P MATErP1_% GREAT FALLS, BOZEMAN, KALISPELL MONTANA 1"-Z41~Z_471441 t/~ ' I e . WASTE WATER TREATMENT PLANT n MONTANA IL-A~CK' W17~,V1V01V-S#1F11Vr ullrll" de,~IIV7- 1AP_:2t_2F_7_ /C4_9W4/Wzz / MISCELLANEOUS MECHANICAL STft/~(/L~5 .STEEL ~'REEif/S DETAILS P /.oE sizes c~/iLG -zw vA%PY E.P A.- C300 - 208 DATE DRAWN -7 SHEET NO 94 DESIGNED 78 SECONDARY CLARIFIER INFLUENT WELL VIBRATION ISOLATION COUPLING BUILDING INTERCEPTOR SUBDRAIN DETAIL ALL WEATHER COVER: WALL PENETRATION FOR THERMOPIPE FILE NO. APPROVED TOTAL SHEETS "T - i I LOUVER SCHEDULE PIPING SCHEDULE BLOWER SCHEDULE UNIT CHARACTERISTICS E Ident. Location Type of Unit Dimension Operation Accessories No: LXWxD & (inches) Control Type of Drive CFM Inches Horse- Fan Max. Tip Controls^ Accessories Unit Water power RPM Speed (fpm) .'-dent. Location TEST PRi-SSURE SIZE INSTALLATION MATERIAL SERVICE LOCATION V-'_, Aeration Bldg.- Blower Rnl. Roof V-2 Aeration Bldg. Blower Rm. Roof V-3 Aeration B- dg. Roof V-Belt 6940 0.25 3/4 330 3155 R.A. Ther- Back Draft Mounted mostat Damner Centrifugal interlock L-3 Roof V-Belt 6940 0.25 3/4 330 3155 R.A. Ther- Back Draft tilounted mostat Damper Centri f1.1cial interlock Exhauster L-2 Roo'':eounted V-13LIt 1670 0,25 1/6 520 2725 R.A. Ther- Back Draft Contri..fu9al mostat Damner E xha r Iis tt. interlock L-6 &L-7 Wall mounted V-11e]t 41-60 0.25 1/2 785 9864 R.A. Ther- Back Draft Fan mostat & Fan Guard interlock w/motor - one rated damper intake duet. Wall mounted Direct 730 0.25 1/6 1550 4870 Manual Back Draft an Drive Switch Fan guarcl Wall louver mounting bracket Wall mounted Direct 730 0.25 1/6 1.550 4870 Manual Back Draft fan Drive Switch Damner., fan ouard wa'1 '_ouvcr mount- L-1 Aeration Buildinq Exterior Stormproof 96"x48"x6" Bird & Insect S. Wall of Filter Room (Inlet Air) ,lone Screen L-2 Aeration Building - Exterior Stormproof 72"x40"x6" Motor Motor. Oper..-,tor E. Wall of Blower Room (Inlet Air) operator Bird & Insect w/operator Screen of V-2 L-3 Aeration Building - _zrrter.ior Wall 72"x40"r.6" Mot-or Motor Operator N. Wall of Blower Room (Inlet Air) Operated opens with Operation of V-1 L-4 Aeration Building - Interior Wall 16"x16"x4" Manual Manual Opc_r:icol N. Wail of Blower Room (Inlet Air) Operation from Exterior Side L-5 Aeration Buildinq - Exterior, Stormproof 64"x72"x6" None Bird & Insect S. Nail of Roof Duct (Inlet Air) Screen L-6 Aeration Building - Exterior Stormproof 20"x20"x4" %'otor Motor OI)craLr.; N. Wall of Sec. Pump Operated Bird & Insect Room open with Screen operation of V-3 L-7 Aeration Buildin(j Exterior, Stormproof 20"x20"~-:4" Motor Motor Op(erac')r. S. Wall of Sec. Pump o;)era Led Bird & insect Room open with operation of , V-3 L-8 Aeration Buildinq - Exterior, Stormproof 16"x16"x4" None Bird & Insect i'. Wall Groundwater (Inlet Air) Screen ?%ault L-9 Aeration Buildinq - Exterior, Stormproof 16"x16"x4" Nene Back Draft •. ,.:all Croundwater (Discharge Air) Damper Vault L-i0 Aeration Building - Exterior, Stormproof 16"x16"x4" None Bird & Dnsect i'•. Wall Dom. waste (Inlet Air) Screen Vault L-11 ,,erati.on Building - Exterior, Stormproof 16"x16"x4" None Back Draft ;;. Nall Dom. waste (Discharge Air) Damper Vault L-12 r"+erition Building - Exterior, Stormproof 32"x32"x4 None Bird F. ~nscc_ E, frail below screw Screen Pumps Plant Flow- AC Class 5000 DI Class 52 Concrete Cylinder Class 100 24"-36" Under tanks through 3.5 psig AC C..-ass 3300 Di: Class 50 Concrete Cylinder Class 100 Open Area 3.5 psig r 12" Under tanks Open Area Inside Structure DI Class 52 PVC Si)R 21 CI Class 22 Recycle Sludge Sec. Pump Nooill V-•1 Aeration 3'_dcr. Drain Punm Vault D1 Class 52 AC: Class 150 I) I. Class 50 DL Class 51 Basin Dewatering 100 psig 12" Under tanks Open areas Inside Structure PVC Schedule 40 DI Class 51 CI Class 222 4"-6" Outside Sludge & Scum 100 psiq V-5 Aeration 13'-da . Ground- Inside Structure AC C1.ass 150 D-11 CI ass 51 CI Class 22 C1. Class 22 DI Class 51 6"-8" Outside Force Main 100 psig water vault V-6 Aeration B-dcr . Dorm, waste Vault Inside AC Class 2400 VCP Extra Strenqth Soil Pipe Extra Heavy 6"-10" Outside Gravity Sewer 3.5 psig ing bracket exolosi-or. proof Wall mounted Direct 730 0.25 1/7 1550 4869 R.A. Ther- Back Draft mostat darner, & fan Interlock ouard V-7 Aeration '1'_.dg. RAS Veteri.ncl lt- "' "'.O 1_a +ti.on ilj 4 c"o Ile r PI Class 51 Steel Schedule 40 PVC SDR 13.5 PVC SDR 17.5 PVC SDR 21 3"-4" Inside Sump Pump 100 psig 1"- 1 1/4 1 1/2" 2 „ - 11 Outside Outside Outside Inside r, 3 r,-o Direct Drive 765 0.250 _/12 1140 3545 ?lnnual Swi. tell In terlock Roof mounted Centr. i. f.•cTal FIX il.lutiter. Bac% Draft Damner & interior nr i'_le Steel Schedule 40 Gei iv. Steel Schedule 40 PVC Schecule 40 Tvpf~ K Conner 100 psig 3/4" +- Cold Water SO2 Stor u,o F:O Oll1 Outside V-9 Flotation iSoo~ nlou l:-i'_d Direct 765 0.250 1/12 1 14 0 3545 'Ma null i 11r1c: or ,. - Th c,cener Centri Cur,al Drive ,ai tell SO) reed ].xhauster IIILe1`lOC T11 for Room L-16 Gri L I V-i0 Flotation Roof mounted V-Belt 3300 0.'250 1/3 505 3240 R.A. 'filer- Back 1)rn ""u Thickener Centrifugal mostat Dam_n(,r location ixiiauster interlock Room L-i7 & L-iR V-11 Flotation Wall Mounted Direct 2340 0.25 1/4 1140 `",372 R.A. Tiler- Fan (-ear„ Thickener Fan Drive mostat ?1o or. cin,i Compressor ~rac;cc t Room to •:"a' l & lo1_: ~'C'r V-12 Lift Roof: mounted V-Belt 5870 0.25 3/4 150 3535 R.A. ';her.- Bac:< Drr1Ct Station Centrifucia! rlostat .2 Exhauster interlock i,-20 V-13 Lift ;^;all Mounted Direct 170 0.25 1/12 1750 3210 Manual Bac,-, Station Centrifugal Drive S•%7i.tell Dan.;ler 2 - Scum Exhauster ;xp osion Pit ;roof V-14 Primary Wail Mounted V-Belt 500 0.25 1/6 675 2655 Plrinua. Dac.: Drn`t Scum Pit Centrifugal Switch D"wl,,)cr Building Exhauster xplosi.on Ex"p-osioil proof roof. V-15 Pretreat- iZoo£ Mounted V-Belt 2600 0.25 1/4 650 3405 Annual i)rait ment Bldg. Centrifugal SWitc~l Damper ExhaLis ter 1. Il to riAck ,-2.3 & L-2.4 V-16 Maintenance Wall Mounted Direct 1690 0.375 1/2 1140 493() ;annual i3ac llra.'r Building Centrifugal Drive Switch Damper Exhauster V-17 Maintenance L'Ielding Direct 750 1-1/2 Specj,_11 7 Tten) Manual Building Ventilator Drive 5" ficxiL gwitch suction duct 8" (d iscilarc,e duct V-18 Maintenance Ceiling Direct 90 0.125 1/15 1.050 Manual Bldg. Drive gxitch Bathroom V-19 Plant Wall Mounted Direct 660 0.125 1/20 860 2845 ?;anual Bacr: Dr,I Control Bldg Centrifugal Drive Switch Darr•)er 11 Laboratory Exhauster Intcri.or GYiiie Motor Operator 2; rd „ ,nsec'_ Screen ,xterior, Stor'Pornpc 2`x2".,,, ''.c'_er hs th ne r.ti-ion 13 - V au ng - ..1.1 n,;eration o.f Pot Water 100 psig 1" + Inside Type L Copper Steel Schedule 40 Thermo-Tyne L Conner & PVC Jacket V-7 i6"x16"x4" Back Draft Damoer fan mount Bracket 20"x16"x4" 'rotor v.otor operator Operated 3'..rc' & Insect Tn to r.`_o c'.< Screen . V-R c0"x.24"x^" :one Bird & Insect Screen, Manual Operated damper on duct to compressor. room. 20"x:16"x4" vot_or vol-or Operator ')?Je rated B94CO & Insect r ,2rIoc% Screen w_t'l V-9 24"x24"x4" ^,otor Motor Operator Operated Bird & Insect interlock Screen with V-10 32"x24"x4" '•'.otor Motor Operator Operated Bird & Insect rnterloc'L Screen cairn V-.1.0 24"x24"x4" :one None Exterior, Stormproof Ae13t_.nn B!li I, i Iln - . ..:' ' o.` ;,aS star Vau' F'_o'_ation "",; c;ener - SO', Stor,acle 120om1 Outside Cliemi_cal Solution 100 psig 1" + lixteri.or., Stormnroof Inside Outside PVC schedule 80 PVC Schedule 40 100 nsig 2" Gas inside Outside PVC Schedule 80 -'_5 Flota'.'_on ',,114C'.cener. - E xterior, Stormnroof '!'hermop'_astic SDR 21 SOS Stor.a:r,_ Room Aeration 15 psig Stainless Steel Operating Air 100 psiq Inside Outside PVC Schedule 40 Thermoplastic SDR 13.5 1".OtntlAll 'I'!11 C':utrisl: - I:xLcrl.or, Stor'mr)roof -' fr SO.) 1.,oe,. SLILdrain 6" + Corrugated Aluminum Exterior, Stormnroo_` .,-17 Flotation Thickener - Stie 9t Na11 Flotation 'I'liickener - Exterior, Stormproof _,8 East Wall Interior Flotation '!'hickencr - d. wall. Compressor Room L_4 S-_ati_on ''2 S . ''^d a-- slotor Operator sire? & 'Insect Screen Exterior, Stormnroof 56"x48"x6" Motor Operated interloc''< tai t}1 V-13 None ' -20 Bird & Insect Screen Motor onerator Bird & Insect Screen 8 ,,xRllx2„ Exterior, Stormnroof -21_ Litt Station !`2 Scum Pit ,-22 primary Scum Pit, Bldg. S. Exterior, Stormproof 16"x'-6"x4" Motor Operated :rte r'_o ck l•,^... t_h V- 1 4 vo'_or one rated 'c)'_or r1-;e -a. to (I '..'1 tc'-r'_OCI< *'.otor Operator Bird, & Insect Screen exterior, Stormnroof 16`-:16"x4" ,_ ~', h.r~_tredtmCllt Bu'.'ding N. Direct 200 0.125 i/6 1050 ianual Drive Scai tcil V-20 Plant Ceiling Control Bldg F,oulted S'.OAleii I $ W tit Locker RjTi. Duct Mo'-or. Onerator Bi rc' & Insect Screen 1{?aerior, Stor!,,piool 36",x2°"x4, i)r~'_rl'.d'_ipc.ii l: ili,i I 'll licl - -25 Mclf ntFarlanco L.u;_' d Cng - Exterior, Stormnroof 32"x24"x4" Motor Motor Operator Operated Bird & Insect rn ter'_ock Screen with V-'.5 8"x8"x2" ^:one Back Draft Damne r R "xR"x2" None 3aC:: Draft D emoer 16"x'-6"x2" "one interior Grille A'. .:al' 3 -2o Ma`_lltenance 1`.11'lCl ;no - lxterior, Stormuroo` N. ',a'_._ Weld-i_.'.c-r ai.l:tcr.anc„ 13a'1c1.Cnv_ Exterior, Stormproof S. Wa'_l. - `1a ~lrOO "1 - P1, Control 3u:i'_di_ng - I11teri.or s. '.Jai ;_ o, L,,iborator_y Plant Con_ro1 ! .i:_c?inu - 1xterior, Stormnroof b.'. lr.?'_' lio!rn~n's Locker Roo!" Dl q1!'. CCi!1 `_r, '_ 13 L'.! ld Tip - interior N. 1.:.11.1_ lion•. ,/:; .uc';er Po01" -27 T -2R _29 8"x8"x2" None Back Draft Damner, Bird & insect Screen Interior Grit'-e _3n 8"x8"x2" '\one DATE REVISION THOMAS, DEAN & HOS'KINS INC. ENGINEERING CONSULTANTS GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT BOZEMAN, MONTANA BLOWER,LOUVER a PIPING SCHEDULES T E.P. A.- C3OO - 208 DATE IWkl /9B0 SHEET NO. DRAVtN 94 79 JOB NO. 21-74 DESIGNED G. 1-5?l y FILE NO. F.B. NO. APPROVED TOTAL SHEETS E~~~7it/-~/Oit/ T/~il//l C9~,9~/T/E.~ ~.vET E'~,9rv~/O~t/~ s 7,4it/.~ /t/O. / = 3O G~vLLoris~ T,9~f//E~ /t/O Z = ~ GALLO/1/~ T.4il/~!if/O. 3 = ~Ffs'i1J.git/UF.~.Z~Il/.~E~S S/'EG.', T/~if/iE'il/O. = Z G.gLLOiI/ 5 UN/T14xl:: E~ h/Egl E~Gf/,gif/GE ~i l/O. Z ~y N r Am BLOWER ROOM /~.EyE.~~~!/.c~E f ~E"5'~/rc~E- :~EG//G4l/rte !/~cl~E AEG/EF ~/~~UL.9T/~t/G ~l,/iYIF~ E~C,i. ~iGYE~/{/O. Z LE z~ /~G//Yl/'/YO. 2 = //O G. /.~iL1. /5 TO. f/ /ice T.~iU.~.t/O. 3 1O1~7r'.~/rt/ / I , 14P G U,r/ir,s~E~rE.~ t~ FL,r//YE T.C~/4~~t~.4L//E / .r/O 3 .~ssE,~BLy I i~if~ES'SU~E.E'EGs~./L.~T/. 4 f2:5z/Ef //~!Ll~E SECONDARY PUMP ROOM I I RETURN SLUDGE METERING VAULT F //r!//T ;//E.9TE~ " ~I it/O. 5 DEL/EF , dvrr .u ,I E.P 1 c i 3/~ ~L--y v E.f'TE.E~/O~ 1 P~ t/y/.t/TE z ¢ ~,f9T !y/~TE.P~ /%Z a ')x 3 I /%GfGL~ sy.4rE~ Gza~Esrio ,~' 1 • I G~~Esr/~ ,s~T ~_ GI/.41E.~ .~/E.9!" / E.1~f,/.~7iL~E.~ rE~Y!/~E.t~lU.PE O.c/T,t~OL yl/~'E~ ,f-EL/~ N\ I ~O~t/~E. CIO A/o 1 I I ~ ~,r/~~,r/siov T~'it/.~.Gd z L -----J/ Eil/'S. ~lE' - p~F rs/,~U~.gcL~ BLS f AERATION BUILDING LIFT STATION NO. 2 I 1 //Z N~ i G~ rf ~~ f ~i ~,I f U.~//T /l/ ~.,~ f ~j .yE<7T~iPiLF/'. Z2 1~'~R~~ WOMEN'S LOCKER ROOM 21 1 C ~//iT //E.gTE.~ I N /~Z ~~/iz f~r~,gr~-,P DRAIN PUMP VAULT N ~/~,PLr OFFICE F /,r/r~/~E ,r/O. 3 / 5EC', ~~ /;MCP 3 ~(/O/V TbTAB~E T~ /1E.417.t(i f/OT yOs'E~ 3 ".PETlI~if/ 3 h~E.~T///G .r~9TE.~ - ~ " -e /%; /~C~E G~ylEs'r/C' /,iOT Z-V ~or/~~ro,~.r,~ 2T/ 3 :S~E.gT/it/G r~- ENTRY WAY ~ a ro ~/r,P~ ~//LO///G '2-v 3 %pETU,F'~t/ /%~ G1~iY1EG~T/G~ IZ A/Ort/-f~7Tigc'3CE ~/01Gf%9TE~ LEGEND GOCObY-4rEi~ OFFICE F /rr/T//BE_ SOLENOID VALVE GATE VALVE BALANCING VALVE BALANCING COCK DIRECTION OF FLOW Z r L/rt//T //~.4TE.~- u ND G A it/O. Z W LUNCH ROOM S02 STORAGE ROOM U.r/ir ,s~~~/rE~ .r.~ z~ GAS METERING ROOM NEW LABORATORY /I/ ~tfJlE: .4//~ DEL E.gsE /i~4Ll~E"s' TO F/mot/ Td.~E BE" FL~CEO Orf/ .9G G h~/Gh~ f =0/if/lS THICKENER ROOM N S02 STORAGE ROOM E,f'~.9.fi'3'/Ort/ cGXivEc~lro E,r/sr. ~i~ivG \1 / flGs'E.B/ps //Z .,,UOr ~v,4r~.~ 1 I +--.J E.1~n j N N DATE REVISION ro THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS !/.f//~" fIE~TE.~ GREAT FALLS, BOZEMAN, KALISPELL MONTANA ~d 8 ~/O.5G~ WASTE WATER TREATMENT PLANT COMPRESSOR ROOM BOZEMAN, MONTANA SCHEMATIC HEATING DIAGRAM FLOTATION THICKENER BUILDING E.P. A.- C3OO - 208 f3/f3 PLANT CONTROL BUILDING DRAWN orP DATE SHEET NO. GL~C80 94 DESIGNED JOB NO. 21-7a 80 APPROVED FILE NO. F.B. NO. TQXAi L SHEETS 1 1 SCl/1! TAN/<' //OC GAL C.4PAC/TY 1 1 L ~'C6 XB.2 ---C6KB.2- i 2 A B, /LL ///TCII /1 ~, 6X82 I II II II u ,I Rc•~Xs9 q ,I Dn Ity) C6 XB 2 .ko 1 If' I I ./ 1SI~ C6 x49.2 f ~/Df~ ~~CD /L S/-~R/NG A.YLE ~C8 x //.5 9. O I I I ~\P C6 x 49.2 C6'XB•2 7 J J 2 = SL 3 ~O 3-0•• S~ 2-8 f-. n SCUM TRAILER 11 I 1 Li 2=6" 1~ I I 1 //Zl3 Ca/L ,SPR/NG A,l'LE /'8 a r ~L 1~ II 1 2 .~wLL ~.~!/TCh~ .ko I I I I 0 s 3//~ "ST,4/MESS STEEL Sr/PEE/V I T 1-'6 6' - o ~S O •• s 6 3 Oy BOLT 2 i 0 2 3 4 5 1 SCALE III=11-011 HYpR.4Ul1C ~90T~F~ /2 "ST.4RTE~ /Y/OTO/? PTO ol/iYlP O 1 REVISION 0 0 DATE Z Ln I THOMAS, DEAN & HOSKINS INC. ENGINEERING CONSULTANTS I I I I I I II it J n^ II II nd GREAT FALLS, BOZEMAN, KALISPELL MONTANA WASTE WATER TREATMENT PLANT 3 X3" x % AiYGLE BOZEMAN, MONTANA GRIT AND SCUM HAULING TRAILERS l T, FRONT E.P. A.- C300 - 208 a REAR DRAWN DATE ,uoa 80 SHEET NO GRIT TRAILER 94 DESIGNED 4/4/29 JOB NO. 21-74 81 FILE NO. F.B. NO. APPROVED TOTAL SHEETS r W ~ a i , r t. )") *1 i I