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Home My WebLink AboutWPCA Project BOZEMAN , MONTANA SANITARY SEWERS I W. P. C. A. PROJECT NO. MONT. 125 ,I I fw THOMAS, DEAN & HOSKINS INC. w`1 ck' Engineering Consultants Meat Fells - Bozeman , Montana 1969 L II , 1 1 • Ml =M I :4r ®M _ _ _ FP:p'-I ., F.W ME M �__.=ate • C� EMS ===MEMEMEO MW gloom MW�.Vi MOB i i■ ...... � ��_ AMEN EN • __ ___ OEM ONOWN ;�� NOW _-�., _� MEME MEMEE =MEM N E-Elllm�mmllm�_� mom MEMO MONMEMMEN Now IBM :SEE___ MEMMEM _ _.. 0 NEW � moCMr�" M_M_ .BMW C�1 - CBMCCw CO ON SEEM sm=�==Jj •�__� _ � !=ENE � _ =��'' �� ME_�_ �_ --__ ME MR -• � .. 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OOOOOO�I�ieONEW �OO� �iri� � ��li = p ' OO�� .� C� m=O � ��I MAIa� OHO Ins Lei®��_�rs•z rr�, ' O Wmmmaaa N - a� ==BOO � � • s ® aiI r/• bo . CEO I � • == OO�Oman� O Ol OP16 OEO O=O - �1 004 ___ : • OO MON�� ==_=M��_O_O` C=COO�!e ®®O14. A_ 'J OOOOOO O MM- _ -` O E _ O = .' = B � =O=OCR �s � o o O` ;,�� — • Cm=OCOO=OCO=CCCC= BOO® CC=C=r� _ =O _ ': _— �- �. �C= OOO��•' C=C--' �y��IT:,COO�CCCCC� O=O=_C==O ` ♦ OOCO OOO�"��`MN O OO �OC�::� .SEEM==� a OOO OO - . is /- i i . I • • 1 • • • , Mal Ilk oft w ! . \ F.v ,.Tr• •� kt j Ak i ► - �r I Vmpp— I �► ` '~ ! /- � r r I ■ 11 1 1 i i NINE =doom-- -------- -- - Will MEER E111111 ME 0=11 =will M 19 M I SEE I MMMIMMMMMMM -- -- ---- see o eoo lim — C Es MEN11-IMMEMEMREIMER MEN _��==��52 mod • SCHEDULE III DAIS INC � 1 • /j 1 she 1 '� •,. . 1 0 owl VA OEM NEE IN mmMM__ IN 2=0 Is m EHIMM AM �=Smj M MEE rs SEE® 1 E m IN MIS Imm limm --- - -- - --- - --- - -- - - - --- _- �M -__ SCHEDULE OF QUANTITIES SHEET INDEX _ DESCRIPTION UNIT S H. I S_CH._II s H. III DESCRIPTION SHEET sanr>ary Seure! /a P/eee Location map, schedule of quantities, index, legend I 6"/C Pipe Extra st,enyrh L.F mr 9'ye* Pipe Extra 5tre4yrb L.F 2,/d9 Pavement, tockfill & pipe class schedule 2 TREATMENT P ANT o Id" PpeExtra Srrenyrh LE --- SITE 9 /,-' KC 10— Extra sr e4yrh L.F - /64 Plan Profile /4 AC P.� Claw ?400 L,F — -- 4, 884 Schedule I Sta. 4+45 to 141+29.25 3-7 sky /4•AC Prpe C/ass 3300 L.F. - 443 HEET 3 164E Pipe C1455 2400 L.F - -- 3.5-/ Plan Profile SC EDULE I iB AC P/pe Crass 2400 Z.,- 2458 U FALL SEWER 2o4..cP.peC/ass 2400 L.F e,9,50 '300 Schedule II Sta.0+66.5 to 150+00 8- 13 SHEET 4 20.4E Ppe L/ass 3300 L.F 2,364 34 24`AC/:ipe elass 2400 L.F -- 7, 659 /,824 Plan Profile - 14'A.C.PiPeC/ass 3300 L f 6736 �603 Schedule III Sta. 150+00 to 285+50 14-24 SHEET 8 30"A.C/�/,oeC/ass .3300 C.h, 539 SHE T5 90"aC. Prpe Class 4000 L.F. L2/3 _ Sta. 0+00 to 18480 25-26 / 8"C.//•�iae c/ass /so [.F — /4"c/ P1pe C/ass/SO L.F 40 Sanitary sewer encasement Schedule II 27 /b c/ Pig cuss/5o Z. Manhole Standards 28 SHEET 9 SHEET6 ' /B"CL Prpe as /30 LF <fp 20"C/ Pipe C1as's/s0 i L.F Manhole ties 29-30 (�pE_ ?a'/J/Pipe C/ass Z!Ya// Z.f S4 W aw - 'SHEET 24"DL Ppe Z. — Manhole ties & details 31 o u SHEET 10 ; 7 BR9GER CANYON RD 20"stee/wipe sc% /e j L.E /oo Pavement sections & manhole details 32 w L = 24'CI Pipe C/ass /50 L.F 40 = Wu) N Fill section, culvert Installation & miscellaneous 0Z ._ - - Sanitary Sewer .Manho%s, - 4'/lePth Details-- / 33 ,p Type A Man 4 hole '/]ia Each. SHEET 11 �� Type B Manhole 4'014. Each /2 05 20 type 6 Manhole 5'0/a. Each / -- Type C Manhole 4',okz Each /¢ a 15 GENERAL NOTES Type e Afgwhore 5' au. Each 2 2 I. Aerial photographs for this project taken 6-4-66. Type 0 Llanho% 4'/Jia. Each 4 74/a3 Each _— / 2. Bidders shall satisfy themselves as to soil and ground water con SHEET 12 +� -- ' Spec;a/Drop Manhole 5ta /3/*/4 Each / -- ditions prior to bidding. The owner assumes no responsibility as J:n to ground water, rock or other subsurface conditions encountered at SHEET 13 I1' �- -' Extra Depth OF Sanfaryseu/er the time of construction. - ^B ;v. n,;oies, /n Piace 3. The exact location of existing utilities is to be determined m the I `1.Z®BB ,URsroN RD. + - ��,'-r C E.�/ra oeprh, 4'F�ia. f!F /74 2/6 202 field by the contractor. The owner assumes no responsibility as to + ,y 7 SHEET 14 +�r�+"+ + Extra pepth, 5"/_2id / F // B I- _ I I� accuracy of the locations shown. � SHEE 111 _ Encasement Pipe By'uMWiny Oi✓acre/ny/n ace SHEET!5 l -- 32 0/a. L.F — 4o LEGEND SHEET I6 T T.i- SHEET 19` +t BD mm u "e" old. L.F 272 Existing Sanitary Sewer S S 8 — I LT C BR o TJ.v Ili f—I BB�J]Tlm s Hwy/ Txascmehl/�i eB U en Existing Water Main yy-- O - -, SHEET 20 B ° Trench, /n p act p w r SHEET 25 1 L I Z F �A --„- ; -J ww u + ]E '� SHEET 21 _ 8 _ Existing Gas Main —G 2' t l E�8 32"T�;a. Z. 32 0 03 SHEET 26 '77'rr�r77 7 ' 49 Dia. L.F /20 ExistingStorm Drain 1011 w a'w us II:�Y .,_I _. -SD r wcn - -'j_+- ytJ►YLI I 1 SHEET 22 z � ;.Jl r Jd;,1 S 1 I T` _i, ' lonoecrion 7ofxrsrinySever Ea / 5 Existing Underground Telephone Lines -TUG Coa4ect o4 To Errstay Manhole Ea 5 _ ..__ � _ 1 + ��• trench Ercave1'1017 N'ith Type / Existing Underground Power Lines —PUG SHEET 23 BgcrFi// C.Y 509 /3/97 /5,269 Existing Rail Rocd � I I!I T.-ench Erca✓atioa lYirD Type z eaCRYii GX /2,735 /2r 125 /,678 Existing Fence —t / SHEET 24 - ;'. E Specrt/i.:3ckFii% CY d5/' Existing Fire Hydrant Type 7!Pipe 6eddi4y A9ateria/ C Y Z 54 250 400 g - •- � I Existing Manholes r� + �. � i11�` E Crossrnylrrrgalio40itch,/4P/ace �r— '� 24CAl P Half Section GF 40 30 Existing Water Valves - --- 42"CM P/pe / F ! 20 - — New Sanitary Sewers r fB"C M Pipe L.F -- 30 -- New Manholes _ 0 r � Crossmy Drainage Cbann%/n Ptace 36"'C /10 O LF 44 New Fill Areas 4B"C M P L-F 2 Permanent Easement - -- Pdremeat Rep/acemenl/4 P/ace IyPe'r s.Y %,6/l Construction Easement a x 7 elt S.r 54 - 5242 ---------------- 0 TyyP Z SY 1 2.5 New Culvert =___ o ° a Grave/ S.Y •4/ r a 250 1603 Property Line -_ - Concrete Sidewa/k./a P/ace JF -- - l,2/7 Centerline - - I LOCATION MAP combinddCuiDEGur/er/n P/ace LF -- /40 Concrete A//eyApioq/a p/ate S Y 76 51'orm.0r4117Ma4001e getacatian LwpSam / spec�a/Consei✓a/ion oT/apsad Sr>.5�90 f Ta?8r3S1 Scheda/e& Lump Sam / -- REVISIONS Ma ,96y L. P 502-67 THOMAS. DEAN & HOSKINS INC. BOZEMAN, MONTANA LOCATION iMAP, SCHEDULE OF 33 SMEEr NO. BY C•W. _ DATE 7;L_71 DEscR. A5-.CONSTRUL7E0 PLANS _ onrE Y DRAWN roe No._. ___.._ R __ DATE—_ DESCR DEs,�NED /vvt p F a ND SANITARY SEWER QUANTITIES INDEX a LEGEND /^/ /n/ /''' ENGINFERING CONSULTANTS GREAT FALLS. MONTANA QUANTITIES, NEErs I BY DATE-- SCR. ALE /Von e PROVED `V Y✓ Zl FILE NO. TEST HOLES PIPE - TYPE CLASS OF BACKFILL SURFACE STATION & DIAMETER PIPE TYPE TREATMENT SCHEDULE I OUTFALL SEWER SECHEDULE = INTERCEPTOR SEWER 4/43 7o 61,60 90' A.C. 3300 2 70/oso// /94{ 70 /94f /8' C./P /00 / l�r�cnf IT 6166 To 71-00 30" A.0/? 3-400 / Paremenf 17 46250 DH-I 46cl5SDH 2 4620 �H3 /9D f To /9Bf/5 /8" A.CP 2400 / Pa✓cmar�f II i, 7,100 To /6 f 55 7 30" ACR 3300 2 Topsa// Liyht ToP Soi/ ;/• /98f/S To /9Bt35 /6" C./.P /00 / r$vcmedfll Top Soi/ 16,155.7 To 27128 20" A CIO 2400 Z /9B/3S To 2/6 f4B.OS /B"Af.C.p Z400 / fa✓emei/f Il C/a Si/t /' TO SOY/ '/ 46/9.0 27128 To 27f82 20" /J. Y� / P 27/9Z TO 39165 20" A.CR Z400 1 p/6f4903 7o 2/9199 /6"A.C'0 2400 / Paro�entl! % ,i', C/eyBound 39f65 To 40f00 20"A CR 2400 / Pavemcnfll 2i9{gg To 224r27 /4"ACP 2400 / Pavarc.,fl! / :�. Grave/6i7asr4;Q°;, 40100 To C 4B f 56 ZO A P 0400 2 i' 4623 0 W.T 224 f 27 To 227/94 /4"A.0 P 2400 { Grave/ 462L0 a . ' ?p ii4'a 49f56 70 426f75 201,14.C.P. Z400 / Grave/ 227r-34 To 227+54 /41CLB /00 / Pavement ZI 46/60• W. 227f•54 To 227/89 /4' A.CR 2400 / Paverncnf II Grave/7C/ay ti 48 f/5 To 53r 50 20"A C p 0400 2 46c3J.O W T A 53 t 50 To 54 r 50 ZO" STEEL 2 Topsoil 227/89 To 230 f88 /4" //CP ?4 90 / Gsa✓e/ i,o A $ C/a Bound $ ° 5.4f50 7o 55f60 20'A.CP 2400 Z Topsoil Z30r 9/ To Z3/f l/ /a" CLR /QO / Pavenavnt IZ 0Q�. Grave < 55+60 To 55+76 20'A.C.l� 2400 / Peve nt TI ?-I/f// 70 ?_3 f 4B /4 rf.CR 2400 / Parc/ner/11 SJ- C/egn Gravel }j:,u 0 3 55, 76 TO 59f/7 20"A.CP 2400 2 C/eanGrave/ 46/45" ?3/f 4B To 236f00 /4 ACP Z400 / Gra✓a/ rst 6 59t/7 To S9f34 20" ACP 2400 / Grarc/ South 4fb Os00 T //90 9" Y.GP .577'reny1h 59134 70 63190 20"ACP Z400 2 -- 23Sf00 To 244f22 /4 A.CP Z400 / Pa✓��mcrfll O�q •Po�Q 63190 To bw;"4.5 201,4CP 2400 / Gra✓c/ 46/70 46/6.S io 4f45 To 67 fs0 20`A CP 21400 2 — 244f22 70 258f85 /4" A.CP Z400 ! ,ra✓emenfl! Dr/// Hole-u/ -2/ South of North Dr///No% 2 - 7%✓orf17 of Ori//No/e�`.9-2S'South of the 67f50 To 68150 ZO"ACP 11400 / — 141"C/-p /00 / pa✓crer/II f2/Wfence l 90.Intercep>or South RlWfence 7-90. nfersectionofintercePtor 68/50 To 61f60 Zo"A,C/? 2400 2 - ?58/95 To 266f25 /4"14.C'P 2400 / Pd✓eiriratJl 571a. .3L6-1 In7e/-ceptorSAe5,739 andoutfa//atouJfa//Sta/6/SS 8//SO To 82f25 20" ACP 0400 / - 27o6f25 To 269f /4 A.CP 2400 1 7$✓emenf I .521125 To 15,91,00 20 A.C.P 2400 / 7opsoi/ P691 To 270f/ RlZCrOssiny -- -- 89100 To 94/04 20" ACP Z400 2 Topsoil 270 f To 273,39 7 /•/ 'ACP j.9J0 / f'a✓Pdlenf I 94{O4 To /0/f06 20" ACP a300 2 Topso// 273f597 To 273/B9 /2" ✓CR /0/f06 To /OSf.48 20' A.CP 2400 2 1700s011 273fd9 To 275r35 /:'" YCP E</rd strenyib Grdve ' 462SS�H-4 47960 Top Soil 49740 DH- %%; 4973.5 /05f48 To /0S150 20"A.CP 3300 Z Topsoil 273r35 To 275r44 /2" J,C.f7 'Extra S/rcn9fh; 2 Tofsoi/ j; Top Soil j, Saturated / I / /05150 To /05f96 20' A.CP 3300 / Gravel C/ay �C/ay x / /OS196 To /22f00 20"ACP 3300 1 ToPso// CO//eye IatercePtor y, 47940 / 22/00 ;o /3/f/4 20"ACP Z400 2 C Tooso// O/00 To Or19 B /' P fzJraSA fb en !r§ve.I C/ay / 9 4A//e y 0f29 7o 3f?7 8' ✓CP Extra 5W'f'*yth / — /, Clean Gravel 3 f?7 To 3/B6 e YC P Ex/"f SAen9fA / "ale.I!r'A/fey 462/7S W T. SCHEDULE INTERCEPTOR SEWER 3{96 70 6f.e4 g' YCP rtra sfreyrt l %- 99 -! J-F66.3 To 6 f05 30' ACP 3300 / SseSfiaef Z7 v. b rB3 7o 7,141 .^�' KCP �xtra Sl snytb l Pave.I f A//ay ! £J 4g690 ' 6f0� To ////O 24"AGP 3300 2 7opsoi/ __ 46200 o- Q �p " 7f 4/ to /O,49 B" L.`C 0 �ftfra Streny/h / ,�z�Q 7o qO rc>O 24"ACP 2400 2 To/osoi/ I C.(ay Bound 9 47900 /O/49 T ///07 N" YGP Exf.a Sfrci/ fA / ra✓cI4 A//e y p 9 y Grave/6inin ;,. :, Lar e Rock ,o 40f00 To 4Sf00 24"ACp 240U l - //f07 To /4rQ9 d !/GP ,Itia Sfrcwyfb / 46/85 4S100 70 '90/00 24"ACP 3300 /4fOB South U.S/O 70 4f66 B' Pay .IA/fey g0fCi9 7o r'9rq,� Z4'"ACP 2400 / _ 68'North�NRRR Interceptor 47880 4866.0:::,". /4 rGb 71 /7r 20 d" f!CO Erfra Sfi,vn9f// / .;?��•;; 89 r00 To /02/00 24"ACP 3300 / - Sta 2f 00 Dri/J Hole#S-At South Ctoy 4 Rock 17,120 To /B r40 8` l!C� ,e'frd Sfr iryf./ l oe�ersievf.Ill!' 48650; /8f40 To /8f806 B' !!CP xfia Sfreny/h l f�demegfJl , o ert tine on West + O2f00 To 2//Oi00 4'ACP 3300 2 Main Street.IntercePtor C/a Bound //D f O 70 //4f 7U 24"A.0 P 2400 2 Sta.183119 /feavy Grave/ l r�' //q{70 To /20/40 Z4"ACP 2400 Tvosoi/ /20,40 To /4!+75 24' AC/? 2400 Topsoil /46f75 To / Or 00 Z4' A. 'P 2400 % Giave/ 48630n SCHEDULE 'III INTERCEPTOR SEWER Or'Wes/ orseWout1 W7e. son Ave /S'West ofsewer line. 130 f 0o To /S3e 75 24"ACP 2400 Z 7oAisod /5 /33+75 To /S4r07 Z4-A.CP 2400 / Pgvemen/III Interceptor Sfa.270t20 /54+07 To 9, 24" A.Cp ZJGY> 2 Toosoi/ /S9f50 fa /6/r70 24"ACP 3300 2 7.pso// /6/+70 To 169,10 24`A C p 3300 / Pavement I /69 f/0 To 17/f 66 24'A.''P 33 00 / Sidewa/F /7/ f66 To /91136 24"ACP 240o l Par men/111 /9/f36 To /8/f46 21'"A.CP 240U / Sideuvo/R /8/f4e To /82f/5 24"A CP Z4U0 / T/fusmenf 2' /82f/S 70 /B2f22 24"ACP 2400 /B2f22 70 /82f?7 24"A.CP 2400 / 51deu. /82 f 27 TO /93 f00 14"ACP Z 400 / /93f00 To /B5f07 24"ACP 3900 / - i8.5/00 To /B7/96 24 AC p 9300 / Rweme/rf II /97f96 To /90f00 20"A.e.P 3300 / Pavement II /901100 To /9/f45 20' ACP 2400 / Fhvemeaf7T i9l f4.5 To /94f.52 /9, A.CP 240t' l FHre,,erfll / REVISIONS THOMAS. DEAN & HOSKINS INC. SHEET Ho Rr C. w GATE I�7l ZV oEsc. AS- CONSTR(KTED 7 9Ns. -_ DATE Moy_1969___ o„AV,•H k-PM.�'FW ,oa Ho sot-6� BOZEMAN, MONTANA 1 PAVEMENT BACKFILL 81 33 a. DATE OF- __ oEs,�„Eo w WD. __ IFa NO SANITARY SEWER PIPE CLASS SCHEDULE I] sv _._ DATE _ DEscR — scALE / =2-O"I/er t. APPROVED._7. .V,7_ FILE NO ENGINEERING CONSULTANTS GREAT FALLS. MONTANA. _ ___ _ „ T 2 tocA Br/clog Mortar ® Pipe Coup/ln9s A B .° /6 Y4B D/ameter(4-37P/aces) c of corrugated /2gage meta/ I Morar ell aro o Tunrne/Liner Plate. 71 i blocks dndppe o i 't each end / o A/temate longitudinal joints ; one bolt hole C12112")as ; 30'AC Pipe ` shown. Place Joints io avoid ■ �- C/ass.9300 -- - �, + r ❑ pipe block/"9 - - - - ` I 30';4,C p/Pe C/ass 3300 ■ ■ Bo//ho/es/n circurrrnferentia/ �_ i oints are ad/2z"CC I 0 o Fill Angular Spare With 5ernol \ o 4"VC Pipe 2%179 /Ve#eh A B at/ow end SECTION A-A SANITARY SEWER CROSSING SECTION B-B -Scale,/`_/'O" Scale U.S. 10, N.P.R.R.,a 1 -90-6(3)296 CENTERLINE MEDIAN STATION 1527*27.3 PLAN v v �. y �i Y� x� IDi o m m BZ'47 T•15''��/ 1 0�0 I a \ 2 h� LLi 5 �x 6 26i &/' x Z O x 11 ^;A = I I x i ti 3 l r► I cw cr I I j I o, A x rn 'N o + x O I z CA WI � I \ — - - - - --- 46301 4630 -- --- -- — -- - -- - -- VE - - - - - - - - 462046201 - - - - -- — ---= -- - - 29 -33 0Ju -- — - - - — — - - - - - - -- - r - - - -- - - - - €. of _r .-_ d /2 _ - _. /n r_ -- -- - - - - 4610 — 'u; lu- -- - - - - -. V - - - - - - UN 1 -4 REVISIONS y BOZEMAN, MONTANA SCHEDULE II 33 SHEET Y^,. evCw DATE /18/7/ oescR. /�-`- CGN/5'TRLCTEO PCAIVs DATE Ma /969 DRAWN Ci.H. ,Da ND,S02-67 THOMAS, DEAN & HOSKINS INC. _ BT DATE DESCR /=20'/Horizonda/ DESIGNED WTI'.D. P.9.NO.-l/B- ENGINEERING CONSULTANTS GREAT FALLS, MONTANA INTERCEPTOR SEWER SANITARY SEWER ENCASEMENT SNEETS 27 BT DATE DESCR. GALE//'-S'VertiC47/ APPROVED /.!l.7, - EILE NO. Manho/e Notes Typ/cal _ Manhole ring and cover. p �See construction standard �' : ~ , _ Alo. 2/ or 22 .. - - 8"23r/ck wall laid radially ----- _J �Do not instal/steps over Pipe ' \ Manho% wal/s may be (;� � ` _ recast manho% ring O A. S. TM C76-607,C/ass II, or 6"unre1nforced a a '` concre to cast in/o/ace a r Sea/ joints with Ty/ox Pipe /aid through -/r IA'o le. arubber gasket B Cast iron mgnho/e reak out ipe wyii us shown ar7d al/ow d'irlax. _�x os are on steps at /6'c.c. 48"Minimum _ ha/> P top of,0i`-c tO suPport Neenah Foundary C�. out Company No.R-/98/-I Pipe laid through manhole,B or eyua/. See coast reak out / e teal/as shown , pP . ; � and a//ow�'inax. exposure ; standard No 22 v on top half ofpipe to support ° 1 ° .. , MANHOLE BASE "B° & "C° grout c a` JConcrete fillet and base cast 12 P/ace. -- Z TYPE "A" MANHOLE TYPE "B" MANHOLE O / Asbestos !'ement -�a or So// P./'Pefittingsf ,,,'gyp. • N •• • °. :.., / �-' ,6 r each side f - No Steps in 7yPe"C" Manhole 1 III III Soi/P/Pe Bell orl p n b � I�� A.0 Adaptor Base of manho% shall - �6 0 extend a min//num of I > 8"Minimum 6 m/n S o /2'above/O'O"ofdeplh �� // ° --4 8 , v a ent /2'inn/ • I, �� , i/ each side of — ¢ oP enin_9 , ° , below/O' . e TYPE DCD MANHOLE TYPE DC" TOP at4COD "0.c. eachway � �• � � �. . o a �: P TYPE "D" MANHOLE REVISIONS - --- — BY DATE DESCR. DATE May /--6 DRAwN_ L. P. _ _ ,DS No. S02-67 THOMAS. DEAN & HOSKINS INC. BOZEMAN, MONTANA SHEET NO. 3♦ DATE._ _ DESCR. DESIGNED w W a______ P_3.NO.-- MANHOLE STANDARDS 33 BY DATE _-- _ DESCR. _ SCALE /p-/-� - .. APPROVED T.f/,T FILE NO ENGINEERING CONSULTANTS GREAT FALLS. SANITARY SEWER 2d S"EFTS 16+'00 a5�p0 00 A� I 00 x rV E6 88+00 OrO f FLAGGED NAIL N \F R.R. TIE �� \ � S2TD 12.58 — FLAGGED NAIL FP 221 yr 4293 R.R. R/W- -� --FLAGGED NAIL F,P \" Ag 13.60 FLAGGED NAIL FP \r FLAGGED NAIL 2 \ v 12.20` ? F.P. X O f co I ^xo FLAGGED NAIL F.P. N, o SF 8 M.rR(YV PIM INT SEWER x 'l 0 F. f Op v OUTFACE STA. 16t55.7 � 83k + P INT STA. 0+66.5 r\ FLAGGED NAIL F86+00 STA. 82+50.19 STA.85+54.85 STA 88+36.17 ` STA. 96+80.30 S C H E D U L E I FLAGGED NAIL F P t I 40+00 1" x0 \+ \ O FLAGGED NAIL F P o \ �+ ti' / + STEEL POST \ FLAGG AIL F.P 2 a , FLAGGED NAIL F P. 10.73 5.18 t O STOP'8N 8.10 STEEL POST 2 / = / \� \ AO q0 / 0 VOID }�/ / \F�GGED NAIL F.CID P.; FLAGGED NAIL F.P. y0/D FLAGGED NAIL F.P VOID \\ EXISTING M.H. N. SE S7A. 109+17.6 STA 124+99.05 STA. 127+67.1 STA. 134+36.2 STA. 140+31.6 STA. 141+29.25 eQ. P6'G�O� FLAGGED NAIL o R.R. TIE ap x0 \ Q5 0 0 ro 4 R FLAGGED NAIL F.P. 36 O FLAGGED NAIL -13 60 /x0 / Ax lx O � \AIL\ INT. STA. 0+66.5 STA. 6+05 OUTFALL STA. 16+55.7 STA. 10+00 STA. 15+00 STA. 20+00 S C H E D U L E ZL REVI ION --- eY c W. - DATE i/a�71_- DESCR - ONSTRUCTEO PANS DATE May /969 L. P 502-67 THOMAS. DEAN & HOSKINS INC. BOZEMAN, MONTANA $MEET NO DRAW -1,, 'DaND_— ` MANHOLE TIES BY DATE DESCR DESIGNED W Y✓�4/• _ F.B.NO.///1 -1/2___ 3 3 =20� T ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SANITARY SEWER 29 _ _ _ APPROVED _��!� _ FILE NO. SHEETS RY _ DATE_--__ ___- DESCR SCALE _ __ S C H E D U L E IL FLAGGED NAIL F.P. (ALL) FLAGGED NAIL FP (ALL) 1 FLAGGED NAIL F.P (ALL) \ I FLAGGED N L F P. (ALL) 0�2 0 O_ 101+00` OD t gI z STEEL POST \A29 15p0 A SEC.LINE- - \ ti 8 a 1550 ANGE POST by 2 Apo c'6 < / N P� P F1W 5 HIWAY R/W 5/811 REBAR \N H(W Y SEC. LIyE R/W S.FACE HEADWALL 75+00 0 H1WAY SEC. LINE C. PIPE o z�- }00 41 00 � O1 26 STA. 25+00 STA. 30+00 STA. 35+00 SETA. 40+00 STA. 74+83.4OL I / STA. 101+67.4 BK. 101+52.4 AH. 1� x FLAGGED NAIL F.P. 149+00 ' BASE NEAR EDGE STAPLE TOP k STEEL POSTS I? WIRE TOP WIRE ti ll ♦� 00 p M STAPLE TOP WIRE J r'a o Vv' x W.EDGE%0X2,I r r r 7;� N 4. p x x \80 SIDE POWER POLE T `—0-30 --- _ ___-- - 0 0 N 0 x 10 Lo 1500J 2 DURSTON 1+ C DURSTON - + o - + o 152+00 �' REALIGNMENT STA. 158+79.9 - STA 123+70.2 STA 150+00 -STA.- 51+72.55 STA. 160t26.43 S C H E D U L E III S.W CORNER IRR. STRUCTURE / 175+00 185+00 I RR.PD TICHIN J W EDGE 2X20 OP NUT -t - S,SIDE POLE r--- - NEAR EDGE .W POST \ o � p p,0 BACK CURB 81 o "� w EDGE S.W. (ALL) - o ?29�` N NEAR EDGE p N N POWER POLE 28,05 �0.65 � _- -_---_-C BABCOCK - - - - -� -- I - - 14.65 �- SI 36g0 a o �w EXP. JT. 81 -_" � 30.00 - tea_ EDGE S.W.', NEAR EDGE H w W ` STOP SIGN 0) \ = 202+00 Z(A D W vN m RE_AL/GNMENT �SU. 166+87.78 - STA.172 .80 STA. 175 t 508o AH. STA. 185+38.76 BK. STA. 201+78.8 3 5TA. 171 t80.008X- 185+08.76AH. REVISIONS BY_C.--W._ DATE /_8 Z1_ DEscR._ A5-CON5T_RUCTED PGANs DATE MIX /969 DRAWN ZP _. _ JOBNO S_02-67 _ THOMAS. DEAN & HOSKINS INC. BOZEMAN, MONTANA s�EET No. BY . DATE-__.. _ - DESCR. DESIGNED ✓I^Y YY 1^,O F.B.NG III r112 MANHOLE TIES 33 _ DATE DESCR.. SCALE =20 APPROVED T/J, T FILE No ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SANITARY SEWER .NE ET 30 S C H E D U L E III _ lo' II WITNESS CORNER POST �+- 10 216+00 E EDGE 2"X2" I z (NEAR EDGE) S. SIDE POLE w E.EDGE 2"X 2" 00 z a S SIDE POLE o B.C. AT RADIUS J CORNER R R. i 3 X'ING SIGN 10 J 1 , �' Ns d 38S 3 1 - 6- - C STORY �-� L COLLEGE t - -- -IL STORY �/0 25 --B.0 8 EDGE SW. Za9h B.C.ATRADIUS 5 5 -LLINCOLN B C SEDGE S.W. w N > N.E. CORNER t END S.W. B C AT RADIUS m' \n� w a d E CORNER NEAR EDGE ' 10' ! 271+00 I LAMP POST I �F scale /"=20' STA 216+48.05 STA 224+02.55 STA.235+27.25 STA. 244+22.05 STA. 270+71.44 HUB 81 TACK I O �B.S Vv O ( o o 00 0 6 In 0 NEAR EDGE POWER POLEcli 2 t• r- CENTER OP. NUT 42.65 - — I It MASON ST - � H END ULE III 50 00-_ HUB a TACK S TACK 6� NEAR ED f 10.96J d �o h� OST CENTER M.H. j B S W. BACK END CURB STA. 273+59.66 STA 275+13.49 STA 3gZ-+-t750 STA. 22 ' DELETED BY CHANGE ORDE,?NO! 4 w 66 / 3w Z� ammw 0 Z u 3'S ' De1ai/ "� P/ace 90'Bend O 2 v ,SD 611 A on existin9/i -- -g 6 A for overflow S WILLSON 0 y. -- r De/ail ---- Yy -- --- 6R - - -- ----- , o A �SS� SS r - F.L.36.96 S. WILLSON 19 2 5' . L _Form new channel -- s 68,9q 20' ' /r? existing rnanho% p °-0 �20 F.L.36.85 Form new thane/ SCALE 1" =50' -1 68.24 in existing manho% SCALE 1" =50' SCHEDULE M SCHEDULE III P/dce 90 Bend M.H. STA. 273+59.66 M.H. STA. 244+22.05 onexishi79hne WILLSON & MASON WILLSON & COLLEGE for overflow i. L, 0" Scalefll"=/ O" REVISIONS THOMAS, DEAN & HOSKINS INC. BOZEMAN, MONTANA —ET NO- r. DATE i'7<'11 - E.C. A5_ CON5TRUCTEO f�.A.'l(5 _ .ATE Mdy /91 DRAWN L P _._ JOB NO__502-67 3 3 DA„ DESCR oE—NE. w_wp= —__ F R NO _ .== MANHOLE TIES & DETAILS ", 11— DESCR _.___---- SCALE As Shown APPROVED T /47-. FILE NO. SHEETS ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SANITARY SEWER 31 Varies R.C.-/ Tack Coat— Varies Varies varies M,C.-/Prime //2 AsPha/tic Concrete Surface _ __IS//Bitrrmenum - 2'Aspha/tic Concrete I- 0 00 0 0 0 0 °o o ° oo•o j 6'Crus, Eristin Pavement Co arse l 0 0 0 0 0°o 9 - .'. _. .: Pd Ving °� o 0 op Coo0 °po o p Doe°p° • o0 000 0 0 0 . �-� o 0 o U ooOo 0o°po ° o °c oc °°oP-o D000°o°\ I, ° 0 o o d o° ° p o °o• o d °o o c / ASPha/tic CIOr)Creto Binder o 0 0 0 0 0 0 0 0 0 0 0°°o° ° o O O o 0 0 0 0 0 0 0 o 00 0 o p O o° 0 0 00 ° e ° 8"Crushed Gravel oeoo 0 ° °°° COU/'Se °o O ° e 0o e 6 I, DO o0°000 O o° o o ° o°° p o ° ° o • 0 6/'Cr shed D° ° o o° ° ° o o°o j3"'Crushed Grave/Base I o ° o 0 0 0 _ 0 0 ° o°0 0 0 ° ° ► //� Trench oo°, o Course / \� O°oao 00 o °oD o o° \\\� -lLimesfone o 0 0' o 0 0 0 0 2" Crushed Grave/Subbase L�/ °° o 0 00 0 0 0 0 o p Trench \�\ ///\ `► /// \ Course Trench '� Trench TYPE III PAVEMENT REPLACEMENT TYPE IV GRAVEL REPLACEMENT Sca/e ,"=/'O" TYPE I PAVEMENT REPLACEMENT TYPE II PAVEMENT REPLACEMENT d 60' F/ ri Gutter _ow / -Integra/ Curb 331__ Line 4'Concrete SidewalA �— Concrete 30 PROPERTY a o 0 0 , o 0 o e o 0 0o I6'Cr415hed Grave/ Trench \ ° o 0 0 0 l \ LINE p o 00 0° °°O B ° O d52 CDU/SE' ° ° 0.° ° 0" ° °D O d °OO °°°° O O °� 0 O DD o 00°;_ °o° � ° ° Base Corse- SIDEWALK REPLACEMENT 3 0 Sc.fle /"_/'O" BACK CURB e ALLEY APRON REPLACEMENT Ln SS o 0 X/ShnyB" SS 6 SS 6 cn "I °p S 6TH. AVE. 1 Dro Manho/e Type D yiA -50/ Pipe orA C fiYt,ngs 0 11 / concrete ; I i INew 24" W 6 J . 70.20 I ------ 45.78 ai 70.00 - ° A, -{Existing /8" ° - - Ale wB" 19' N New Man holed ' e ----- --- - _ - 47.80 • -73.88 p a 45.00 I L) I � I U I Exls ting I 3 I INTERSECTION/ OF INTERCEPTOR SEWER S EXISTINQ' SEWER STA. 2 +50 DID Nor MOVE K4GY & TRACY INTERSECTION OF EXISTING INTERCEPTOR STORM DRAIN ADJUSTMENT S ale:%"=/'O" SEWER AT STA. 1394-13.5 STA. 209+18 Sca/e DELETED By CHANGE ORDER N9,1 REVISIONS - ---- —__ -- --— RT C.W_ DATE- 7( DEsDR-__A5 6ONSTRUCT6"D PLANS DATE May/969 DRAWN LP 502-67 THOMAS, DEAN & HOSKINS INC. BOZEMAN, MONTANA DATE. DESDR. JDR ND. _ PAVEMENT SECTIONS RT _/_B -- - DESIGNED iv wo - ° N° -_ - SANITARY SEWER M. H DETA ILS As Shown T N,T FILE No ENGINEERING CONSULTANTS GREAT FALLS. MONTANA DATE DESCR. AlE PROVED \a of e 4 ° e LO a°� 0r8° �cpeg erne �� rI�l,�9 to`e ;o t�p°s of ,� 5 5 e D 1) p o, 5 \ 1° ea Jk e^ce\e +` eac cs,�,o9 05� U \Qokcgao�re\`ce +s Vor,es ��ea\pep Jec` Stcc\Q 50 sp kfco be$°`�t° ,. c i.0 P/ace4'bffopsor/ +si�°1 2 �e� `ocgsec ae� �t�t �a��4^Qo a 9\5ee S b wer fr7/ —� -F T I Varies 2 30, o,. O ,� ComPa�fed L Exlstiny - - � Ground - - - TypelBeddin9 coo, Existing Ground/ine FILL SECTION NO. I FENCE CROSSING DETAIL Sca/e•'�"=l'-O" No Scale TRENCH BEDDING • 20"-O"Minimum A 16 Ga y e C M P. LD.rs uariab/e A with fYarede1?0'S,-Cb017s - /0 P/ace 4"01'top soi/ B PLAN �- � irrr\\Exis trrr9 Ground / — f - / varies FILL SECTION NO. II _ i SECTION A-A SECTION B-B IRRIGATION CROSSING /Uo Sca/e O —Paint 9r/9hl Red l!aries l arie s O -4"Steel Pie — - 997S __ �} -Paint Ye//ow 24%JCPipe 24'Y24"Wye SECTION B-B SECTION A-A Cute{{ rva///2'i»in --- O Srrmoolh flanye-, B / j - 93 60 24"A.C Pipe I 20"D I P. -7 A Sp/it Pie Ends Z F� set in /=O Y/=6" I concrete block rfzi= 92./O Seal with Ram-/Vek Tar 9/.60_ \ c ''4S Bend I146,5 CM. ditchb/ocirs 2'-O"a// HALF SECTION IRRIGATION CROSSING extend around �- Pipe PLAN - - Note:A// A C. Fiffin9s INTERCEPTOR STA.174+83.74 tc be C/ass3300 MANHOLE MARKER METAL DITCHBLOCK MANHOLE DETAIL DETAIL DETAIL Sca/e•2'=/"O" Sca/e�z =/=O° /Vo Sca/e - — - ---- REVISIONS THOMAS, DEAN & HOSKINS INC. 7 �33 sNEET no. BY DATE oESCR - DATE Nlay 196.9 DRAWN /P-__ _ __- JOB NO so?-67 BO_EMAN, MONTANA FILL SECTION, CULVERT INSTALLA, ION BT DATE OESCR. ❑E.IGNEO YY W 0 .. F B.NO. Br ATE. oESCR.. —ALE As Shown APPROVED T.t1.T.._ Fi�E NO. ENGINEERING CONSULTANTS GREAT FALLS. MONTANA SANITARY SEWER of MISCELLANEOUS DETAILS s HEETS 33