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HomeMy WebLinkAbout1992 Water and Sewer Repair & Renovation CITY OF BOZEMAN 1992 WATER AND SEWER REPAIR & RENOVATION PROJECT NO. 4M229.118 prepared for: CITY OF BOZEM AN 1992 P.O. BOX 640 BOZEMAN, MM'1TANA 59771 INDEX OF SHEETS 1 COVER I * * prepared by: 2 PROJECT SITES _o.;-V HIM ASSOCIATESBIRCH STREET 'y� - smansts•rLAINERS 4 BOZEMAN CREEK RIP RAP t� 1883 5 VALVE & METER VAULT ?'jN "jr" O P.O. Box 1090 Home Office: P.O. Box 31318 6 LAMME STREET Co. 20 E. Olive Street • 2727 Central Avenue 7 MENDENHALL STREET I Bozeman, Montana 59771 • Billings, Montana 59107 8 MANHOLE INSTALLATIONS 9 MANHOLE INSTALLATIONS 10 MANHOLE MODIFICATIONS it A.A ,` i William A. Hunt, P.E. Project Manager Sheet No. z/S�TEihaE,e1�� 1 DATE of Copyright ®1992 HKM Associates, All Rights Reserved. . J = d 3 0l I v - i Post office o T m i f Elementary School High School j \ ° + Hospital j a 3 I IM Court House d 1 u Z e y»y4 1992 BOZEMAN WATER & SEWER REPAIR & RENOVATIONw� " z PROJECT DESCRIPTION & LOCATIONS 63 \\`� ITEM MAP PLAN- ; - \ \\fl t/2 t/I 0 t/P t MR.. 1 LOCATION SHEET i J ?t, A. REPLACE 450 FT OF 16� WATER MAIN -A 3 = L b a T B. REPLACE 10" & 16" FITTINGS I-B 3 3 n Brid er Dr� C. RIP RAP CREEK BANK I-C 4 d D. REPLACE VALVE h METER VAULT I-D rn SCHEDULE 2 0 A. RELOCATE WATER k SEWER MAINS 2-A 6 Griffin Dr. B. REPLACE SEWER LINE h INSTALL MANHOLE 2-8 7� W C. INSTALL ELEVEN (11) MANHOLES 2-C 8-9 w 3 ul D. MODIFY EXISTING MANHOLE 2-D 10 m LLJ NOTES: o+ T{ I Z CQ � .. 1 SCH 2-C - MANHOLES'WILL BE INSTALLED ON m Od Q F O� _ ��j '� r""• EXISTING ORIGINAL SEWER LINES LAID IN 1901-1910. r' q:LLI > a I-A �I 2 EXISTING LINES ARE CLAY TILE. • Q I (� ctmOra_Oh_St�\-' ` _ 3 STATIONING IS AS GIVEN ON MAPS OF a O r..❑�1 �❑ []K, ORIGINAL CONSTRUCTION. SPECIFIC ❑❑❑°❑❑©�❑ \ BOZEMAN CITY SEWER AND WATER MAPS Z ad ]L❑❑❑❑❑C❑�Lj REFERENCED ARE DESIGNATED ON PLAN 3 Q .� SHEETS 6-9 ASS SM- SEWER MAP NO, E W AND WM - WATER MAP NO, N Q i O ni III"J i1O���® l❑ UED �D I. ❑oo❑ E] ❑❑❑� a p5E® nehIt 0) in St. a ©©®® ❑ ❑�❑o f, 'Irv! �, r -��-_St, ED T. JOEIDE10❑❑❑❑ ❑❑�©❑o❑ + o � Imo`_ C=� 90 G7�©❑0❑❑❑❑ ��❑ClwG an .�❑❑ `�- �� ii ao _ _ _ Jos ❑❑D L !� `° -- - 1r a,+..w-__ NCI,Mo ana��, Ydla�JO❑❑ �;\Ar ��w�.y v. �. � I'7 L -�J ❑❑0❑ ! r I x O ui`�incoln Rd. State R ran .®a � � •y° i � m � eo �r C ��I Universityll �II D I I �I O - J U1J �L-�� y ,�' — P III Q Kagy Blvd. Kogy Blvd. aJL_�...'�="` --�r O Q ! • of !! P' O " - = Nm i a L0 —-------_µ I� I _ ~II = 0 O �` •,o- al��.,�r � N r. t X ' I O 0 O m /LIoLld.n.t.1- Rd. _ u A �--- - N M AS-Bull ! Sheet No. i ✓Ul 7143 2 of 0 Copyright ®1991 HKM Associates, All Rights Reserved. i N NOTES: a o rn VALVE PIT — PEAR ST. SOUTH OF 3 1. REMOVE AND REPLACE EXISTING 16' CAST IRON LYMAN CREEK BOOSTER STATION PIPE FROM 16' GV AT STA. 0+41 TO HORIZONTAL d = 3 STA. S+JrJ �12' 45 DEGREES ELL AT STA. 4+93. EXISTING C.I. o m ; Z X PIPE LAID IN 1925 WITH LEAD JOINTS. X < w 30' 30' I 5' 2. REMOVE 16" GV AT STA 0+41 AND REPLACE WITH � n < J r � 16" BFV (MJxMJ) WITH THRUST RESTRAINT < � m Z e o ABANDONED VALVE x PROVIDED. zlw<' I 'n FENCE P CHAIN LINK 3 INSTALL NEW 16" BFV(MJxMJ) WITH THRUST Y a w CONCRETE WALL u ° N ' ¢ o: RESTRAINT AT STA. 3+88. z I � c)a (APPROX. 5' DEEP) e w GROUND WATER RAILROAD �Iz2 TO BE DEMOLISHED L In DISCHARGE AREA BRIDGE o 4. 11.25 DEGREES ELLS WITH RESTRAINED JOINTS ti N I''Ia a AND REMOVED V) O 0+41 BEGIN PROJECT 7�rMRL ; w x x (BASED ON 20' LAYING LENGTHAT STATIONS: 4+60 AND . OTHER i i< GRAVEL /. /SIGNAL m o Y LAYING LENGTHS SUPPLIED, LOCATE ELLS �H�'y' I 1, BERM /, / BO ` ~o BIRCH al. a AS DIRECTED BY ENGINEER.) ; 0 4+92 END OF PROJECT c 25' O 16" C.I. REPLACE W 16" D.I. m 3 Z SEE NEW FITTINGS 5. CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING o Uzi �. STORM DRAIN CONTROL MONTANA RAIL LINK FOR DISPOSITION OF PROPERTY LINE i E. BIRCH DISCHARGES HOUSE DETAIL ASSEMBLED RAIL-TIE-SWITCH SECTIONS STORED 3 16' CROSS t CURB INTO OPEN NEAR STA. 4+93, DITCH „r ABANDONED _ x x g PIPE ___ 6. 4 DEGREES HORIZONTAL ANGLE WILL BE TAKEN UP BY u m + I o + TP1 < N_ _ EXISTIN"�'I JOINT DEFLECTIONS AT TWO OR MORE JOINTS rn +O _ BETWEEN STA. 4+20 AND 4+93. I ur in oo W o W M W a —C } Q to ------------- - m X X 7. NEW PIPE WILL BE CONNECTED TO EXISTING PIPE H to IG-- ------------------- z I 2' 30' CASING (1974) :aI WITH TRANSITION COUPLINGS. c 00 PROPERTY LINE I z 20 PROPERTY LINE 12" D.I. STORM DRAIN ��ti� TP2 �C`F �I U i� uJ 19' [A y 8. DEMOLISH AND DISPOSE OF EXISTING CONCRETE 0 Q 1' 30r rr- W BROKEN CONCRETE .�PQO 4- O�. wI io q EXISTING VALVE PIT ? �- w i z NOTED 1 FT BELOW MRL RR TRACKS < STA. 8+56 STRUCTURE AND FENCE AT VALVE PIT AT STA. 8+55. ro ? H I a a GROUND SURFACE IN TP 1 G� f4'rA,� PP d` 3II z E. MAIN TO N. WALLACE NEW VALVES WILL BE INSTALLED WITH VALVE W Z r o o w p 'I AFFTER CONSTRUCTION BOXES AND RISERS, SITE WILL BE UNFENCED rn o_ Z \2 GS��\ W v i 18' C.I. Q O Q Z d L) 2'v < CPL-1 QZ � Z THRUST BLOCK 'erx� NEW FITTINGS LIST w z e 3 w ~ O FLEXIBLE ' Qo RED'R-1 � Z cFi COUPLING ____________________ 16" C.I. CPL-3 V-2 CRS-i CPL-1 18-in flexible coupling W LLJ vwi _ _ i -_� S\ - - - THRUST BLOCK CPL-3 16-Tin flexiblle coupling Q e coupling Z ad W J m a -----ABANDONED 16" C.I. C�\ RED R-2 PLG-1 16-in PLUG CRS-I plug16(mjj cross (mi) ¢ � Q gg (� a 0 � W Q n� TO ROUSE RED'R-1 18X16 concentric reducer n) a a W N- 'vr \ V-1 RED'R-2 16X10 concentric reducer V-1 10-in butterfly valve w/box (mi) - owner will furnish o m W I 16" D.I. CPL-2 V-2 16-in butterfly valve w/box (mi) - owner will furnish n' C o N Ur N n B)s• 45 I �—to' C.I. W WI Z + _` _—�___ __ — a L a -� -U ~ a STA. 8+55 z N - 30" CASING PIPE (1974) NEW FITTINGS DETAIL 3' Lt_ EL. 4736 Q THRUST BLOCK 2.6 a` EXISTING OFFSET LAYOUT AT STA.4+93 (END OF PROJECT) n.t.s. FINISHED BANK 1 PROFILE Scale 1'=50' Horiz. 1 24' RIP RAP Scale 1'=2' Vert. CHANNEL ARMOR 6" MINUS GRAVEL 2 MIN 12" BACKFILL WITH 1" MINUS 4740 W W Z FL, a729 EL. 4727 £ O O Z O v + c~i tUyU 2 tADE R WII m 4738 O t� ¢ O W W v w w N o o � v1 +� + + zaW 30+1 4736 � FINI H '- _ RIP RAP AND CHANNEL ARMOR EXTEND 15' EACH SIDE OF PIPELINE v-k3 I + RIP RAP AND CHANNEL ARMOR DETAIL P E-CONSTRV4734 \� MTJ L RON GRADE TEST PIT DATA TEST PIT No. 2 TEST PIT NO. 1 Surface Elevation: Approx. 4737 I Surface Elevation: Approx. 4735 II I e o Sketch of South Pit Side c I Sketch of South Pit Side _ � 4732 a t SOIL DESCRIPTION n _ o -aHorizontal Distance in Feet o Horizontal Distance In Feet �^ o° 0 4 8 12 m o VAt t\ 0 0 • 1 1 Soft, dark brown to 4730 SOIL DESCRIPTION sandy lean CLAY, moist to 7', sat-1 Medium rey to Conc ate Slab Ch nks (Typ.) / yg urated areas w low 4 brown, silty, sandy4 volume seeps below_ grovreFlLL w/ © st. (Test tilt wollsQEW 76'^ concrete chunks, ving of stood vertical In S-1 Q) O 4728 D.CC[ASS p slightly moist 6-1 eat Pit this material) 6' p2 Soft, dark brown, SockNBEsand lean CLAY, �fS 3'MI moist to very molat 8 - 2 Medium to dense, 8 - - X * C/N B-M/�D TNCS qSCDVE RES iNED STA. J�88 TWA7E 11CHT JDIN S (vertic)I sides on p See a e Poln g y y ' OP EN trench p brown to ra sandTH"12 silty GRAVEL, wet, epa Points m E 4726 3 Medium to dense Pepe Depth water coming Into S-2mer MI W NSTA. +92 CONNE T TO brown, sandy GRAVEL S-2 TP d 10 gp (slow)EXiSA C 45'ELL 7}I RESIRA/ ED w/cobbles to 10 dio., 11' 12 Sack 12 � O O cllIeayn In a�rea�, wet, Sack 11 N m e bTRANS ION COUPLI G (3tlrEnchwell's c'R.")1 Estimate 20 gpm 4724 Inflow into trench Sheet No F (slow) i N LOCATION : Ste 3+18, 1T Lt LOCATION: Ste 4+71,15' Rt 3 v 4722 of +50 7+00 0+0 0+50 1+00 1+50 2+DO 2+50 3+00 3+50 4+00 44 5+00 5-50 6+00 6 Copyright 01992 HKM Associates, All Rights Reserved. —SUMMER FLOW TO UNDLEY PARK FISH POND = EL. 4819.8 TOP OF HEADWALL\ V -- 0 U T O m EXISTING DIVERSION STRUCTURE a o I a T ��� • I —_o■ter Z � s; FLASHBOARDS CONCRETE SLAB w - EL. 4813.8 v i U • TOE OF RIP RAP 77S (FIELD FIT AS PER ENGINEER) =f _ I Z m g o 0 !7* 774 115 3 € z o CREEK -�p3 114 714 / ,,—RIP RAP PLACEMENT AREA 3 -- - - - - ✓y` -- 8 2 / 114 I / TBM 4819.E-\ �� O CORNER OF RAIL ��� E N R / 114 ��� ffK w /74 C 113 • ' DRIVEWAY TO 314 E. STORY ST. 11 Zs ��� w ACCESS TO PROJECT SITE ADD 4700' TO CONTOUR ELEVATIONS - ��� p = aJ \ SHOWN FOR BOZEMAN DATUM ELEVATIONS SEWER EASEMENT I 716 115 11 76 ---- I 116 B\ DRAINAGE CHANNEL _ I O �i TOP OF RIP RAP ��� y WALKWAY 0 w I x ��j[ cc J 127.8� 127.5 118.7 (EXISTING 8' SEWER LINE) ' ~ O ` a _ •a a a W to N _ _ ._.. - o------N o o+ Fo 0 o M 9 - _ __-._- 0 � m MH 8 M e I.E. = 4811.24 _ a �[ LL' X 0 0 0 0 0 0 0 01 . . = 4819.50 ',: < r /�� 3o Q W r S.I.D. 428 x 0+ + + + + + + +'� r� r ii% c� Z 06 Q p I.E. = 4606.02 WOVEN WIRE FENCE w ASPHALT DR4V'EWAY i � N R.E. 4816.70 in (REMOVE FOR ACCESS AND REPLACE) �` C AJ{D AARKWG /% a '� g C CARPORT k STORAGE x x BUILDING %/.%/ii�1 N d V I m m m � I ZQ co SITE PLAN DELL CONDOMINIUM PROPERTY 6 N w SEWER EASEMENT O) SCALE 1' = 10' < O d � m z u o EL.=120.0 • 0+20 0+140 0+50 0+60 B• e � CHANNEL SECTION STREAM BED 5RIP-RAP EL.=112.0- 34IROCK DUMPED IN PLACE TOEI�"� NOMINAL ROCK DIAMETER - 24" �.Gl/tierwC•�C.� _ TYPICAL I T a; TYPICAL RIP RAP SECTION �I� �I� •-` SCALE: 1" = 5' H 1' = 5' V TYPICAL BANK CROSS-SECTIONS F SCAT L - 10' N " No1M � u 1. Remove flash boards In diversion structure not less than 5 days prior to excavation. Check with Bozeman Parks and Recreation Department for approval and procedure. _ 0 2. Notify Montano Department of Fish Wildlife and Parks (DFWP) t_ � and obtain construction permit, if required. 3. Backslopes of banks and excavation shall be as directed by d Engineer. 4. Excess excavation may be placed and graded within construction I- easement area at site. � M Cn p � r > x '> c U / SO E AS BULLI I�� ` O 0 N li Sheet No. 10 0 10 20 scale fee: 4 et 0 Copyright 0 1992 HKM Associates, All Rights Reserved. aM 0 0 �, a / z I .......... ... . m a 8• ° 3 z Ck, l O a w o a w • .0 J 0 m ux-i 3 x Q w r war. a ..... 1-6... 3 > Ln z In In =o I PROPERTY LINE ^+ N > a o > Bx6 NEPTUNE FLOW ; 1'-6- 7'-4" z N m I + METER W/STRAINER + 6'-0" O. .... .. .. ....................... ........0.......; ... .... .- t ......1-0".. O SIDEWALK O �2A 2'-0" z 14 GV y` 10.8' 8 \ \ CURB - • 1 — — .............. . - 1 4" CLAY DRAIN \ i ABANDON 12' LINE \TILE `� i Iwiy - : _ q 16'-8" +e ?. PLAN VEW PLAN VIEW � use I I a yy REMOVE k v ri N� REPLACE q .N 12' WATER I�v I I • n � 1 , CHECK VALVE METE M.H. I 1'-4". 1'-7'-. 1'-Y : 1'4 1'-0": 11Y 2'-9" 115: 1'-9" 8' 3'-0' 2'-8' 6'-0" 2'-8' : 1'-10' 1'-2"8•. cr 13.5' S' 8' 7 �. .—�� �� i W v\ij REMOVE 12" : : - _ GATE VALVE - - /II -STORM DRAIN MH / /.. ... _, _ EEL 90.10 3 IL ' .,:.. .. •f / 8" EL.- 88.93 rn o0 ~ 6' WATER INSULATED COVE• / O1 LLJ REMOVE EXIST VAULT AND PIPING 36" MH 24" MH - • W O 0 12• I : 4'-0• SEE DETAIL Z J —_+' STEPS 3'-tt' cr LL EL, 86.47 B I 5 18" HOLE FOR WALL PIPE n Z °d Ir Q H i a� 3 / --- - - EL=84.93 - - -—-—-—-—-—-— --- EL- 84.93� N W � Q a / 1 • N a Z ZD w d u i w ^i 3-0" 3-1' O LLI� Q rn i i 16" CO w � r ••• � •�'� �•• 8' DRAIN HOLES � � N wl r a 3I w (O zw l l it •_�. . • ...,. .., • j .- ' .: g• EL.= 81.27 v `a a 01 :0 -� J O O C, O O O O O O O O O O O O O O O O O O O O O o 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z a C 0 0 0 0 0 0 0 O O O 00 O O O zo �I w ,�•, 4 SUPPORTS (TYPICAL) 00C 000000000000000 24" of 3/4"-1" CRUSHED GRAVE_ 00000000000000000 2•-0" HI a o 0 ADJUSTABLE HEIGHT PIPE k VALVE SUPPORTS 0 0 0 0 0 0 o U U U U U U U U U 0 0 0 0 0 0 0 0 EL- 7927 0 I w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 9' II a a -N- EL.=4878 7, • EXISTING METER PIT AND PIPING A ELEVATION VIEW N ELEVATION VIEW PLAN VIEW SCALE : 1" = 10' METER PIT PIPING METER PIT VAULT PLAN SCALE : 1" = 2.5' EL.=4876 p -. SCALE : 1' = 2.5' SIDEWALK EXIST GV INSTALL FLEXIBLE COUPLING PROVIDE T NOTES SOUTH SIXTH AVENUE i \ HRUST RESTRAINT DURING CONSTRUCTION 1. PRECAST REINFORCED CONCRETE SECTIONS BUILT TO ASTM C850 (AASHTO M273) SPECIFICATIONS, DESIGNED FOR HS20 LOADING. DESIGN CALCULATIONS TO BE SUBMITTED TO THE ENGINEER WITH OTHER SUBMITTALS AND SHOP DRAWINGS. INSTALL 8" DIP THE FOLLOWING CRITERIA SHALL BE FOLLOWED: CURB A. THE THREE MANHOLE FRAMES AND COVERS SHALL BE NEENAH R1916H WATERTIGHT, BOLT-DOWN CASTING OR APPROVED EQUAL, WITH A FROST PROOF INSERT. — — — — — PROVIDING 24" OR 36" CLEAR OPENINGS AS SHOWN ABOVE, OR APPROVED EQUAL. 7 B. MANHOLES SHALL BE FURNISHED WITH AN INSULATED COVER SEPARATE FROM STANDARD �= CAST IRON COVER AS SHOWN IN DETAIL A, PAGE 5. C. STEPS: NEEN AH R-1981-I, OR APPROVED EQUAL. AS-BUI 2. PACK NON-SHRINK WATER-TIGHT GROUT AROUND PIPE AFTER INSTALLATION AT WALL OPENINGS. 11 � 3. FITTINGS: \` STORM LATERALS I a 19 A. ALL FITTINGS IN VAULT ARE FLANGED. = r \ a INSTALL 8" DIP B. ALL FITTINGS OUTSIDE OF PIT ARE MECHANICAL JOINT. u�1 1_k3 - a 4. PIPE: DUCTILE IRON CLASS 250 ENCASED IN B-MIL POLYETHYLENE FOR BURIED PIPE. INSTALL 8" DIP 5. THRUST BLOCKS PER STANDARD DRAWING 02713-1 OF MONTANA PUBLIC WORKS SPECIFATIONS OR SUITABLE JOINT RESTRAINTS.. 1 a I I w 7' N 6. CONTRACTOR SHALL PROVIDE THRUST RESTRAINT DURING CONSTRUCTION AS NEEDED. a I 14 8" GATE VALVE I I MANHOLE CASTING INSTALL 8"DIP I in TEMPORARY THRUST RESTRAINTS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. I /_ I I EXIST TEE 7. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL AND TEMPORARY WATER SUPPLY PLANS AS DETAILED IN THE SPECIFICATIONS. 1 - 12'x6' 1 +-• O -- � 8. CONTRACTOR SHALL PROVIDE 3' OF SPRAYED POLYURETHANE INSULATION ON THE INTERIOR CEILING AND THE UPPER —- - -��- - - - - —- -— 3' FEET OF THE WALLS OF THE VAULT. O C) _ EXIST 12 CIW I 1 1 EXIST 8'x6' REDUCER 9, CONTRACTOR SHALL SUPPLY AND INSTALL 4 ADJUSTABLE PIPE AND VALVE SUPPORTS. 0 M.H.��.T Q I m N N I I �/ QI to O 1 2' DIA. AL HANDLE ° O � m m \�� I PROVIDE THRUST RESTRAINT > m e - .-- vl v i i DURING CONSTRUCTION I ; d - ---- °' ' % XO - C n c z ------- --- --- O C) m I N 3 1 2' - O W N A I W 1/4-Xi/4" RING FASTEN TO / O O WITH STORM DRAIN MH CONC. 3 1/2- EXP. 2" RIGID a- N m BOLTS, 3 1/2' LONG 1 2• INSULATION 10 GAUGE ALUM. Sheet Ca. NEW STREET PIPING PLATING g SECTION PLAN VIEW SCALE : 1" = 5' 10 MANHOLE INSULATION DETAIL SCALE : NTS Copyright 0 1992 HKM Associates, All Rights Reserved. o m 3 o m ° m z n a 0 I' < 3 v z NEW 6" GATE VALVE 30 z < ) T1NG = z NEW 6"X6"X6" TEE ABANDONED 6" WATER LINE w :z6" CROSS 20' 23+40 BK= I rn-� Y I f-" EXISTING MH • �. 26+79 23+03 AH (WATER) NEW 6" WATER LINE +x C3 QI N gWi z a w 1 N N-� Q ; ro R.E.=4780.71 m z �r, I z ao ° o J E.=4773.35 z_ m y< Z I� 10" MAIN n + a + + v+i m e a-, o o <� go 10" -N- U) it N ; ' N ; � ^ � • O 4 Z F J Iw ABANDONED 10" SANITARY SEWER + U T = IN N N Q - --_--- �i --6' EXISTING_WATER_MAIN_ 3 LAMME 6" MAIN LAMPHOLE ry + LAMPHOLE - -- L� -------� ---------- _ n =-- - ----- n 10' EX. SANITARY SEWER MAIN u N STORM DRAIN MH ---- — 10 _ n ---- ---- 3 o tD 3 N N V • O n I + N N a N I W U 1 N N I I NOTES: V a o n < w v \JEW..H LAMPHOLE 1. RELOCATE 10' SEWER MAIN ON LAMME BETWEEN rn J z EXISTING MH N n +41 BK= WILLSON AND TRACY. EXISTING MAIN IS 10" (w Zm++ + + ++ + + + + ++ rn0 0 0o N + AH SEWER CLAY TILE LINE LAID IN 1901-02. 0 W O Q I 2S N N N N N N f V N N N N N s z R.E.=4782.94 Y, a9 E R.E.=4783.91 NEW 10" SANITARY SEWER LINE I 2. INSTALL 2 NEW MANHOLES AT INTERSECTION OF a sI LE.=4774.34 LAMME AND TRACY. o LILI > Z Z - E.=4775.11 Q g I� (2) CONCRETE ENCASED W a 3. RELOCATE 6" WATER MAIN ON LAMME BETWEEN • H O Q O I PHONE LINES, APPROX. aI .7 TRACY AND BLACK. Q Z I LOCATION. 3I n ? W J I� NEW MH 4. ELEVATIONS OF TOPS OF OPERATING NUTS ON > � 0 J > 1p 6" CROSS SOUTH TO 6" GV AT SOUTH PROPERTY IF 19' w NOTE: ALL COPPER WATER SERVICES LINE OF LAMME ON WEST SIDE OF TRACY MAY NEED 3 Z Z R.E.=4783.20 w 0 Q Q I- TO BE RAISED TO PROVIDE ADEQUATE SEPARATION a' Q cr I.E.=4774.60 v� a I a BETWEEN NEW SEWER LINE AND WATER MAIN. THIS N W - W O o �`+ ITEM IS INCLUDED AS SEPARATE BID ITEM. • IN d > � I m 5. CONTRACTOR SHALL FURNISH MATERIALS AND LABOR O W W N TO ELEVATE 50 FT OF 6" WATER MAIN TO SOUTH OF oN m Cc 0 EXISTING CROSS TO PROVIDE SEPARATION FROM NEW a SEWER LINE (REFER TO SECTION A/6). /N/TT cc N V/ Lu 6. MAP REFERENCES: SM #7, SM #14, WA N6 2I�� a 0) ~ J (SEE GENERAL NOTES) 01' 6 j AS-BUILT i > PROFILE • Scale 1'-50' Horiz. Scale 1'=2' Vert. 4790 - 4790 W 4788 j U --- 2 4788 O � � U W 3 Oy 4786 ro 3 U o 'a 2 Q 3 3 4786 o v 2 +3� >'caW4i W 3 N2m + a II�V 4784 Qe �� �e m¢�^ W N= WAP rt- ,�v^ �.`m e^ 2 4784 3+ II 3+� II~ 7�- E STVG ROAD o ,•� W W�'1 W W 1u^�h W W o o SURFACE + N 2 2 N R 2 N N 3 ,j 4782 II NW 2N 2a'in PIN k b W 4i 4782 I I II V DIP r II 4780 II 4780 i In 20 IF D.I. PIPE O C AT VATER MAIN rn II N O 4778 II CROSSING 0 II O of 4778 v --u _ --- — %r CY) O LL-- --- -------EX/L"LG 'CL WALE 0 o N -- --- ---- p ---------- --- oa77s W o 4776 m NEW f0" ✓C SAN17A SEWER SD 35 / / W N 'ER - I I S= 0.13 -- Z 0 - - EXIST/ 1O"SANIr R_Y_SE_WER C II Ea � O m PVC PIPE C ASS 11 B ~ N -- __ S 0.27 - I 4774 4774 ED NC N .� -- _ KFIL w 0 _ -- - _ _ A S CTION .L P/PE CLA S B BEDDI _ EXISTING " WATER LI --- _ N-S IN ACY (SEE N TE 4) 6 rYPE A 1RE CH 4772 BACKFIL V 4772 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+00 23+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 1 0 Copyright 0 1992 HKM Associates, All Rights Reserved. x N N M 3 0 �_ rn W 34 I I J EXISTING SANITARY SEWER �, x 3 Q I a FROM MH 15+88 TO ° m 3 z 1 1 I a NEW MH 17+34 a F N `0 Jo z I n • - z m a I MENDENHALL � � � �j ` � PROPERTY LINE 3 4 CURB 3 I I < CUR B t X61WAMR _STORM DRAIN MH MAIN f 6" WATER MAIN '+° i� / 1 �� "���_4" STORM AMPHOLE c ' rc o I \ DRAIN NEW 6" SANITARY SEWER MAIN o 3 o-0 ---- -- -- ----�L / EXISTING 6" SANITARY SEWER MAIN / Z4 ______ ____________________— rn�� II CURB EXISTING MH m PROPERTY LINE MENDENHALL EXISTING&WILL ON • O MH 01 R.E.=4787.20 lj r I.E.=4778.62 � Z<I EXISTING MH NEW MH W zI I 15+88 17+34 10� za` R.E.=4785.36 R.E.=4786.21 mad fnl I I.E.=4779.44 (EAST) \ LE.=4779.64 127 0 I NEW I.E.=4778.33 (EAST) 52 MAP REFERENCES: SM {4, WM#6 0 Z 0 a° Er Q J< _J • Q Z Q 3Er Z W o Qetl w � m a • N � (J m J m m W _Q � ZAS-6ul. jr W I 41 z W W a Cl) PROFILE • Scale 1'-20' Horiz. Scale 1"-2' Vert. 4792 2 4792 W y O Q O W 2 4790 4790 .a ^v U W N 4788 cp khW4i W W Wcn ho 2 `^° w II 4788 3 W�W z�� l 4786 I I 4786 r� I I I I 4784 I I I I I I 4784 I I I 4782 I I I I NO 4782 NO = In I I T O 0 4780 j j I I O O I I -- -- I I O) (n O 4780 NES= D 9R _ - - - ------ ----- - S= 0.5- �___ - O O � W 6"PV SOR 35 ----_ -J�kr_ 4778 I I '- 1� - 1 J ' OO o PVC 4778 YPE A TREN H BACKFILL �_� m ` W N C7 4776 PROVIDE EW CONNECT70N IN CL: " m 4776 PACK EXl TINC OPEN/ C TO Sheet No. PROVIDE VATERRGHT 11.UG 4774 7 4774 15+00 15+20 15+40 15+80 15+80 18+00 16+20 18+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 cf 0 Copyright 0 1992 HKM Associates, All Rights Reserved. x m w z 3 o m Z � 7 LJ v r 3 LLJ w z w n m Z Z w I I $ > Q g a I I > o a > m Q I I a NEW MH n I I 3 1 I 9+35 N I I v < I d R.E.=4795.07 d 6 MENDENHALL ` N I.E.=4786.82 J ( Z cnl _____ _ CURS/ L2URB --- �/ \` v� c�lo S^�— ��-- -N- W 6" WATER MAIN W zm3£o o ; adi� o N h 3 Z O + Q 00 + + oFoO6" SANITARY SEWER MAIN �o �o ,o mm m N • _z�z EXISTING MH a a R.E.=4800.00 + EXISTING MH 3 I.E.=4791.11 O1 R.E.=4790.34 I.E.=4782.52 / CURB CURB 27.5' 27.5� I ( W 01c SMk 4. 5 I I m W Z Z = WM#6.8 O V ME DENiALL ( 5TH - 3RD) et$ Q Q O o a: � J(n • Q W H W cr Z � zLj W W I I z I o Z Z W J I II w Q II 55 II III o< aQ J W > w W J Q 2 o �z a> a a o �a_ > J � W ~ = o NEW MH Q I I a, I N m I a; Z NEW MH F + cr n 9+71 m N > 16+15 � I I N R.E.=4790.41 I 3 F N R.E.=4796.79 4' r ¢ I.E.=4762.38 = a W W in LAMME I.E.=4788.29 PROPERTY LINE I^ I I N H Z z° CURB / 'o ————— — ——— ——— ——— ——— 6" WATER MAIN r ii o_ • o n W n W m o rn W W -..------ + + in a rn + } o n �n o1 a m + + + n n + + eo �o 6" SANITARY SEWER MAIN 'O 'a M N o + + rn EXISTING FLUSH TANK + + + ER!E.n 4794.73 + -N- R.E.=4798.26 i° I.E.=4785.92 LAMME �+ a, I.E.=4790.93 —————— —————— —————— ———— CURB I j CURB 1 PROPERTY LINE I PROPERTY LINE SM# 28,33 WM# 6.8 EXISTING MH w R.E.=4785.41 \ J LAMI E ( 7TH - 3RD) I.E.=4779.11 wN I o in a ~ o ~ NEW MH ++ 14+30 } I C R.E.=4807.00 N CHURCH ST. E.=4799.31 `\ II o % rn o \.— ———CURB ++ / EXISTING MHo o 0 o r N C R.E.=4799.15 oro $ o o o rn a w a o o `n z I.E.=4794.36 + + + + + n a + + n Do 0 6" SANITARY SEWER MAIN N < < a a a z w + O �+-' C 4 0) N O o a EXISTING MH EXISTING MH O 2 yy w 6" WATER MAIN a + a R.E.=4811.98 — 0 " CURB w AS 70 LJ 0 N PROPERTY LINE SM/ 35,50 q,zt'�/' a: ON m WM# 4 z CHURCH STREET (CURT133 TO STORY) Sheet No. 20 0 20 40 scale feet of 0 Copyright 0 1992 HKM Associates, All Rights Reserved. 77EXIST'nNG &WILLSON \EXISTIING SMN- BOZEMAN CITY SEWER MAP NO. o° MH KERSON &WILLSON WMN- BOZEMAN CITY WATER MAP NO. v ; NORTH R.E.=4802.72 R E334825.0 a m I.E.=4794.49 n y I I I.E.=4815.90 EXISTING �-° J ;I MH OUVE &BOZEMAN SMN 47.54 I I = 'v m 16+00 I 7+28 a 1 I I R.E.-4803.27 WMN 7 I I ; a I I.E.=4794.16 CORP CLOSED v SMN 38 I I� u z O I I I WMN 7 I I I 1+4 ' I cri E_________________ N, N_ U 2 mwoa I I I 1+31 Wo 3 I i19 I o € ho I W z W o _z o�z CURTISS ST. — 1a¢ zI NEW MH m� I I III •35 PROPERTY LINE WE-4804.62 4.7/ mI � .E=4795.53 CE 11+2t STA. 1+02 PROPERTY LINE L NEW MH .P CURB Z 0+87 NORTH —CUB R.E=4840.23 .E=4831.62 Y4STORM DRAIN MH W N N Of I -- ---�/�,, 0+87 3 t LAMPHOLE o m m {i 0+77 I 3 z w � b 15�13 i \�\ 19'I CLOSED_ __ „�;�gTORM II RAIN M a, Cl)fn O Q LAMPHOLE STA. +69 NORTH=0+00 SOUTH Y J i CURB_\ 415+00 jm /�"CURB I U 1 5.16 I FREMOVE LUSH TANK PROLE AND o q Q Q \ ! W I N W W� EXISTING 1\ I m� KILL WATER SERVICE O C0 STA. 14+84 PROPERTY LINE MH KOCH &BOZEMAN 0+22 I m > w Z PROPERTY LINE ! I¢ 1 +35ir 3! I O R.E.=4808.79 W N I I.E.=4800.89 m l I Z ,d J NEW MH ALDER SON m Q = Fa ----—t� 15+13 gO ,N — OLNE TO KOCH FLUSH TANK O U I W w Q Z M.0 Lr R.E.=4807.25 (n I 0+46 I EXISTING SANITARY O w < z W I I.E.=4798.07 SMN 37 48 J MH CURTISS &GRAND R.E.=4840.63 44 a WM 7 I.E.=4835.35 z o m 2 r I N I z R.E.=4809.12 a: w I a I LE.=4802.39 N W 19.0'I H r I 2 z I� N rn 3 N I I-- I� iw I W Z ON 13 im I z a 5.0' is N I o I 4D' w' I 1 I EXISTING STORM MH�� EXISTING SANITARY 19 I 'N I I I I MH BABCOCK &BLACK < ;m EXISTING 3+72 MH KOCH &WILLSON EXISTING R.E.=4795.04 z 11+53 MH OLIVE &LINDLEY I.E.=4787.01 I N I 16+2 R.E.=4809. i 3+5710 I.E.=4801.46 R.E.=4804.60 80, ��I I I.E.=4796.27 I I � I I I I EXISTING I I SOUTH WLLBON & CUAT188 I I ; aj MH COLLEGE &WILLSON 4+05 SOUTH m R.E.=4845.85 mI Q ', NEW MH I.E.=4837.54 mI I Ic> I ; I J I wl 7+08 I I m R.E.=4798.95 AL�g� a '� WLLSOU I i STA. 15+83 PROPERTY LINE 4ZSTA I.E.=4791.50OLIVE nl . 6+97 PROPERTY LINE ; �� CURB "-- -------� 6„ WATER MAIN I +08 �4 —————— STORM DRAIN MH REMOVE LAMPHOLE IN W '�y�,' 15+52MPHOLE LA SMN 36.49 AND INSTALL 12' WATER MAIN �i WMN 7 -- NEW MH 7+60 STORM DRAIN MH LAMPF{OL I R.E.=4805.50 '� — — — I I.E.=4797.16 � C%__=�\N--� W X I ATER MAIN o = I W I I KOCH w ; 15+12 I STA. 15+23 PROPERTY LINE = r p i� > �;I REMOVE LAMPHOLE 1_ � Z I AND INSTALL '�, z J PROPERTY LINE m PROPERTY LINE p u Iz iz z I NEW MH �' NJ W I '�I z .�I Z 14' If I R.E.54812.45 N O z I SM 37 U I z I' ---�`-5' SM/ 46, 39 � I LE.=4804.tt O O C a+ m I f WM# 7 I wMN7 13 IN I = rncn O a I 2 Is r O SMN 37 NOT UPDATED I �'' 19, tO 'p a I > m FOR CHANGES IN 3 p N z X C z I STREET WIDTHS I a I (n I a p p 16' �* vai I WHEN POST OFFICE 19' < IZ I 24' 1- �' ! - m CONSTRUCTED ;a I ;a _ W 5' e I 30' 13I I I25 O O O 55' = G>� CV m EXISTING EXISTING SANITARY jJR' E­4B16.53 ISTING SANITARY MH CURTISS &BLACK FLUSH TANK KOCH &LINDLEY 10+91 ������ STORY&GRAND Shee: ko. 11+64 R.E.=4804.63 +93 R.E.=4815.09 EXISTING STORM MH AS 20 4ri LE.=4797.06- I.F.=4807.69 ;.15 � .E.=4808.51 reel 4.0' LINDLEY — OUJVE TO KOCH OLfVE ��/ KOCH & SOUTH GRAND AVE BLACK & of 0 Copyright 0 1992 HKM Associates, All Rights Reserved. �I T O m , 2 a i 3 0.54— 3I i I a e v sl 2 ' 2I dI 1 1 of U W I � ! 1 3 I • � V, 23.' zsr=< �a � o mwSO I Wzw r� Cr MAIN ST. < z + • ---- I Z p I I a tail! L CURB / W'c coil rt < _6" WATER W �a0 --— —W-- �— I� • i I I v I 20 0 20 40 acde feet !M H r__ 8" SANITARY SEWER 8* SANITARN SEWER o ' MODIFY M11 I i • ad ad o a: 0 SEE MANHOLE m DETAIL SHEET 70 ��II 3I I Q QW 0 �! � 0 ---- N � .-- —1 3 3 a CURB \ / CURB \ f ! / o H ___mot b as W � N cc PROPERTY LINE �} PROPERTY LINE N a DRAIN oi oi m N i IMH a \_8' SANITARY SEWER PAxw & m H Z i STANDARD CASTING— R.E. 479219 COVER o a. • 1/4' X 2- AISI ST RINGS STAINLESS STEELL ADJUSTING—_.._ STRAPP 24" W r� 10" l 10 i bl 8" INFLOW LINE`S ---- --1/4' 2" AISI STAINLESS MANHOLE WALL STEE BOLT ••��� EXPANSION ANCHOR-- t ,:•�• r•1 HILTI KWIK BOLT II OR APPROVED EQUAL —L— , • EXISTING 8" SEWER ENTERING .s IIi MH IN SE QUAD (APPROX. 40'-451 •. •' tI A PLAN VEW FROM 6' SEWER FROM SOUTH \ y+i 10 SCALE :1'-i' I.E. 478870_ 1= 10 Z r 8" INFLOW LINE 8' INFLOW LINE :y:, Tm ALA ' TUO 48• RCP r V HAND FORMED _FliIi r B. ! TRAP TIES 0) FILLET i INSTALL 10' FOR INSIDE DROP MH V. (NON-SHRINK L GROUT OR EPDXY COMPOUND) FLLLET OUTSIDE PIPE •• G 16 O C ;y. +A,• STRAP AROUND J`� / SHELFEXISTI-SLOPE 1' PER FOOT O O <ir=r•:%? '�'. ELBOW TOWARD CHANNEL O +� C 4• :;r< u Qt In O CHANNEL 1/2 DA.OF PIPE EXISTING BASE SLAB ' m >_ m LiJ N NITS O O O B FRONT ELEV. PVC C $� may, DIRECT SPIGOT SOFT DOES NOT �/ � � 0C14 0 _ INTERFERE WITH INFLOW FROM Qp SCALE :1•-t' 10 SCALE :1•-t' SOUTH PIPE MANFIOLE DETAi R b � Sheet No, HEEL OF ELBOW TO REST ON SHELF 116 10 of 0 Copyright 0 1991 HKM Associates, All Rights Reserved.