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HomeMy WebLinkAboutGallatin Center Development .GALLATIN CENTER DEVELOPMENT SANITARY SEWER AND WATER MAIN IMPROVEMENTS LOCATED IN GALLATIN COUNTY, MONTANA - r'NATl PARR _� •.. �- Sy CUTra LAKC / +GREAT(ALL$ lAN)T �- MISSDu. MONTANA .. TTC � -. NILLIN43N 1 BDI[MiR Sl ---_ SHEET INDEX � CITY OF BOZEMAN, MONTANA SHEET NUMBER DESCRIPTION PREPARED FOR: PRICE cosTco INC. 999 LAKE DRIVE 1 OF 7 TITLE SHEET ISSAQUAH, WASHINGTON 98027 kl 3 Bridge Rd. 90 2 OF 7 SEWER MAIN SITE PLAN 9C( ff ,q40 3 OF 7 A—LINE GALLATIN CENTER DEVELOPMENT °9 a SEWER MAIN PLAN & PROFILE PREPARED BY: q 4 OF 7 B—LINE & C—LINE PRICE COSTCO G GASTON ENGINEERING & SURVEYING SEWER MAIN PLAN & PROFILE CDNSCLTING ENGINEERS & [AND SURVEYORS HULEMAN, MONTANA pNrgN 5 OF 7 D—LINE PRICE COSTCO °c....._..,4 PROJECT Bannock stage SEWER MAIN PLAN & PROFILE + cew+n M SITE 9 cw�:�nt, A'o — Sern—nta1 Toil 6 OF 7 A—LINE & B—LINE PRICE COSTCO WATER MAIN PLAN & PROFILE Deodmons Gulch Ct. D'°"1e Way 7 OF 7 C—LINE & D—LINE PRICE COSTCO L WATER MAIN PLAN & PROFILE Rnwhlde R.dge Ct. 1 VICINITY MAP SCALE: NTS AS-CONSTRUCTED 8-97 1-28-9H`31VGN 9679 _0SE9 DATE 1-28-97 DVGN %530SEV OV',: .df 1111, C, � p�'1g„ ',,Im')`�jl. WHOLESALE �Ci e, `IIF,'-,,.Ce' 'ilimrul' �.w111' 'OR,..3'.� UTILITY PLAN PROPOSED �uu GRAPHIC SCALE [OERQNC.OKRELOW ELEV-511,0 ONADF SWALF INTO E%IS,INO DRAI 14 o—sIHO cone �BMP ( IN FEET)�_---- — I inch = 50 EL — MH 03A - - -- --�-- —----- I I sy1.>.NS�x M-CMP «r°Ui-rwvsii s III,W PROPOSED Y \ / wA1Eq SCRNf.E z SwA S�E SHEE 7 7) \ -_ - De nF"nrssE � �u � Y R 'I F r•�„a" un+B IIII I I __----- e • �. I, 1` I I•••••¢ iA,Fc:cass o rr A..A.AN sr 1 U I\I s.,µ0A. \ ess4 - ------------------------------------------- •--J = ---- I ,x WAnwrrsn� r I �aFwriraeis. < ---- r N-wse.oe ZL 'I II' I I „« . ----.« .- M ----CMIILYW �" mix L sne 4'IIIE MINI I III I I I i _ -- ._ ._- IN r -- --------------------- W A 1 I 1 I 1. I I � *e so oogTWdT o-LNE w.�,Ao _ � �� �U E rE", I � I I L � � � ' � Ex.MH 5 ^� WATER MAN l \ NAME WARe"A«Loauo",o a MRR e(o N (SEE SHEET 7 OF 7) CEEAAI q�1T'C' I gnrwErwww w� l I I EARE1lY, CLEAN OUT 'B- .-o,r wRW sEWw¢ -e�e3 s3 RW uc �� I I "••�• I I 1 F ssrA Rryns as rungs carcn,o" - e «r a -.ese,n Eu11Art ca.ccnoR FwT - I I I ` w «up`wK ABANnaNED GAS MAIN // ..� \\\, \ ,R"L.sl nF, `\CST/\` I .•s<WER sOF.a II I I \ \ •unR.EASRs", G- w .nee qR w«Enca«c<w"aen EW �, s l I A_L , .. - nsTrc x. WATER I nE.EUWAsrRmW ae a nXs (`\\\l I [ l I + I�Jlk WASEE,51(fET OF /) :,15eF , C-LINE SEWER l sEE SHEET 6 a\7) \. a P+scMERr .Iw,c sE.oF III I I I (SEE SHEET 4 OF 7) ,D CbS7 SHIER rw � A—LIF SEWER MAIN 1 y ' uo FF 64.60 (SEE SHEET 3 OF 7) 10 I I B-LINE SEWER MAN / I ' ( I I \ / �,\ MH!1A III III I I III,so (SEE SHEET 4 OF 7) rsEiW SEIIs3aJ b ^ , I I I I A—LNE SEWER MAN` �' ,/'�/ - xy 1 v w amwx-.0 (SEE SHEET 3 OF 7) \ TRACT C I I I I \ C.O.S. No. i827 \ E \ TRACT . 1 III I I MH B s ' I \ I \\ C.0.5.No 827 I (I I I I R ro o-l.r ° so v P x rCv[ E:rrnr 7t I � MH 2A IT. six m IIII I I # ■ w+'Froi� .'°ea":� '1 � \ R - a5 9p pw sw,o-sEa ww I111 I I = Aso wv.Isa,w-.w., / p 61� B-LNESEWEFI «r � 6; E^R w. (SEE SHEET 4 OF 7) x I an orKRBe MIX �- \ \ CENTER LINE EX.ROAD I I n N III MH /SA ) 1 \ I I •a r so MH /108 I I I zii o.e°m`.'-`Lr \ w•.oE wB�c ox" I I szwA:�.9eia°i ea I o 1 k [-� I I Wr-wxee _ rnorm RRunu+:LEsWAA sEFCN.. :N�'$sI T""s w au wax B-LINE SEWER MAN(SEE SHEET 4 OF 7) 1IBA-_II_'.-' MH 3./913 1 I•.r, 1 1 IIII `I I I R....� I I I I 111,0- MH RO aEF \ „I I I er I I ss' I ss e• ss s'--6 I i6A I \\ 1 I I r a ATF V,; ITA w «wss 5nxs \ �----i-- �' `-- - (•- -_� -- - -� C. ---'I (-- ) C-T� � LOT 2� II I I I'I1II1II1 I I III III - II Wd ❑t ❑j �-L ,, ,� � i w3 Er I,B'qCP•a,xs . �°:K' d'I I ,w r�e'I.RC.Pi •o-vs I I!' ..{I - III .I�;,,'m0"".. NOTE: _A 8' GA TE VALVE AT STA 7+20 "D-LINE WATER MAIN` k � �C-LINE 8 GATE VALVE AT STA 0+19 WATER MAIN" SMA LLr1 RE CONNECTION TO THE CITY OF BOZEMAN PUBLIC WATER SYSTEM IS COMPLETE. ' I I xo..FEN nslegFT I I \ i ^ -� �.� �.� �_� LI �.� �.� �.� �.� �I A-LINE WATER MAIN \\ /�� ns wn BENCHMARK Al.—anwNtn I I11 I I I I (SEE SHEET 6 OF 7) WEI-Y OI E t PRpPERTr INE. lrl I I I! I ( D (:_� A-LINE SEWER MAN i usnw -,om.ee IIII I I I I C-L.NE WATER MAN Ruoc",m e.OM[m \� III B-LINE WATER MAN I i -- I I I (SEE SHEET 7 OF 7) RE (SEE SHEET 3 OF 7) -, (SEE SHEET 6 OF 7) --I- --1 H \s. / zoo•R n.I`.....,I I I --- ____ - � r r--- 1 �I w un...:n ---—- // /��� --------------------- - - weM.eSf.le I T--- - - - ------------- - I--- -------� I w r i N i «SDIFw CATRON STREET a GC M r P , - - .F------------ - - ----- --------------- -- -- �.,. _ MH 0120 B-LINE WATER MAN = ;e" N";K gK�""" D L)NE SEWER MAIN (SEE SHEET 6 OF 7) NrN_e5x a LOT 3 ;FF ;HFF T , of ;) GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS.LAND SURVEYORS t SOIL TESTING 211 HAGGERTY LANE(P.O.BOX Bel) BOZEMAN,MONTANA W15 PH.(400-SBB-05BB PAX(400)-5e6-05" UTILITY PLAN FOR PRICE COSTCO WHOLESALE VALLEY CENTER RD., BOZEMAN, MONTANA REHSEO:: 5-I-97, 5-77-97 AS-CONSTRUCTED 8-97 pHANN BY C7D _%fLIA E iOF CHECKED BY.' DRAMAVG NO.: 9617G XA4 N.: 96-530-7 SHEET 2 OF 7 'CATRON STREET B-LINE WATER MAIN 11 1 E N � (SEE SHEET 6 OF 7) I t'Il w ...._Iri- -_.-----.. __•ri— -----'Ini--..__. __._ ri_..� ,Irr _____- tiw i3-W t Ix'r rAxr fill ----- ------------- ----------- I---- --- ;-- ---- - -- ---- ---- Iif / / � wV -•ese le I I. ) I 0 I I I I �'�,=1 �di.. A-LINE SEWER MAIN I j BANE WATER MANyc),I-INE SEWER M/W. I ;« C-UNE WATER MAN I I I yw I (SEE SHEET 3 OF 7) I �. -_ (SEE SHEET 6 OF 7) (SEE SHEET 5 OF 7)1 (SEE SHEET 7 OF 7) y\ PSKff«PM..- I *_ � CfID c I I I 14 / \�\ A-UNE WATER MAN TI I I - ' - _ I V 1 z I .4- (SEE SHEET 6 of 7) I _ cl 0 0 I I lilt It i I I II � I II11 \ \ LOT 2 I --- I 1r rATFx YAO «•s• ss_-..ter,-r ttAn.ffylEP YAW 'ss._.-�'---r --ss Yu j 1 II II I e' � B /. / 7/. /. /. /. ,........,. I MH11 B 7\ \ I r''l m l///,%/ �i n u" !SIAA 3 e m n III II I b6].9x� \ ` wHA�eEP YAPI I� I I wv�.e e0e � I I MV w'G'•6 ai I I I I \\ \\ AIEI MHN1oH AA - 4• Pw� •Nsc.rn scP.a I La I I lua.00u-:`u;. 1 I I ..r :. f FI!` \ `\\ ( E P•IYLK ffPrB Yww- EMPPG,,B-- ff'Ew'�vP u'r ei! ,,, 1.O d' J..d4 Ir�w2�.".e vo•N v\',rI\I.\.s�\w P\Y\A.-.\ \\\\\r`\\\\\1\\ \ \\.V\:.itsaP��M,rK_i�w.ai,s�:s:aI IIIIIIi y'YII I i jI- !""w5° y•.".3B-LE SEWER MAIN (SEE SHEET 4 OF 7)rl CENTER 1P a E% ROAR 1lilt S-LNE SEWER MAN II 1IIi IIl lIf fIf II lIf 1I I f I IIIi I1II f1 Il11 Il I l 1 SEE SHEE 4 of 7) flfl MH /7A] MH M o j E—T.)­.88 41 ffwP I I I M A-LE SER A IIII !is lilt(SEE SHEET 3 OF 7) 1 III1Neu B LINE SEWER MAIN lilt(SEE SHEET 4 OF 7) 111 ExA- LINE SEWER MAN SHEET 3 OF 7) WATER MAN C-UNE SEWER MAN i (SEE SHEET 4 OF 7)Ex.`E ( E SHEET 6 of 7)OF PA� I N �_ E.T cbffm Il r.sPYe]4-sTv Y4w \ J\\ — ' '\ \ U ` "� POTF-w rzPcaN cn eeTv4c 'IPX.•-.oemOo v\o8]� �' ��— '� l FB,MBF r.rzP YA.la.T�l,o Yr aB9YP%,>- j �\ r, `\urzse.PF,UP9 19 I II � `wv" _ IN.uPF coP«ccna. W �A�.E CLEAN EA�•e"9sil . y`.I A AR d F 7FF e4.B T (IrT ABANDONED GAS MN C`LEAN OUT'C• a.�w ., _ u p- INE uT.s:- MH WATER MAN I I '. i c4rz AIVC TnPylT w OfPMIY[wt r _ - e• -. (SEE SHEET 7 Of 7) --- I I .� �I � _.Q.. _m MTE% �_ �]. 1 Play s'rPOY eulloBm cow«cc.ION 1 -f(—� I I i i �I --r.. --r----rw------ rr.. e•r I I �T ---------------- eM- -----_ � J\ MH as04 \ CWrPAC ron Io Ns1ul sri.+Mxm—�`, s Tpw r. ——————— .._.-P+�.•es eI 1 1 J I I III Ir ru1 ul aw.4elB]7 Ix rrte r�——————— 8�.5T •SRIr WT ,r—R Amass oKP ffPFP YAP ,"� r .. �«�-I�el� r' I I A—LINE SEWER MAIN PLAN VIEW r SCALE:r-W 6 ` .. xt LING SE ER MAIN INS7A LED RENDUSLY FOR ROAD CRO SIN GONTRAG1pR 1p EXPOSE k VEHIFY '� I 4670 EXISRNG MAW PRIOR SEWER MAIN ,: o m � CONSTRUCTION. - u���N [� Q AT FINISHED GRADE U �ta�� ExISTING CRADEF a �1.n _ � -� m - - - -- - / _/ Nz,- DEPTH:9.38' ROPOSED IB"RCP 'DEPTH=10.33V=♦66385466011 "T - _ �- - - - —. -._ PTH. DEPTH=B3J1DLPIII '7 DEPTH-7.84' S4p0R95SEWEROPTH=B.71' DEPTH-5T2 6662 F OF IB lF OFIN SOSS 11E%ISTING O O.yOR 10-SOR 35SEWER MAIN O 0.30X 11 5506LF Of tU SDR 35 SEWER MAIN 8234 LF O 1 SDR 35 SEW:N MAIN O 078X 20000 F OF 10"SDR 35 SE wER MAIN O 031X 235.98 LF OF SErdR MAW O 0.35% 1 1 iIIM S�S[ I�.MnN O v 472 SEWER MAIN O 0.30R 79 LF OF Io-SDR 35 5I WFR MAIN 6 0.30X �r__j ?a 46 �'o" �N 10 n� .ire o.r.Fl, ;i� mW`r oo ro '$ �n �cx Q r +�_'o, J wzo Hu 464a r�Fw � J3'o H �� : iz ry BNB .>i GERALD�!. in 6t? rc Vw Jii i. 3594E 12+00 13+00 14+00 <S^. TF;IrO.,'�.\� 4630 I SCALE .: GASTON ENG RING & SURVEYING HOM.r-w CONSULTING ENGINEERS,LAND SURVEYORS k BOIL TEMNG view..,r-v 211 HAGGERTY LANX(P.O. BOX WE) DAT'DY 616Y BOZEMAN,MONTANA 59715 46P00o 0+00 1+c" 2+00 3+00 4+DO 5+00 6+00 _ - _.-_--_ 7+00 _ __-8+OO 9+DO 10.D0 -_--__ 11+00 PH.(406)-586-0688 FAX(406)-586-0689 GALLATIN CENTER DEVELOPMENT A—LINE SEWER MAIN PLAN AND PROFILE A—LINE SEWER MAIN PROFILE RE"SE°"' 97.5-27-°'.9-12-97 AS-CONSTRUCTED 8-97 URA"'"" C7D UAB -78-97 CHECKED B DRAWN6 ND: 9653U7P7 r JOB NO: 96-3J-/ 5Hzi 1 7 � II CATRON STREET WATER"N SHEET 6 OF 7) i Y �— /i\�X/\\./,/\ . �GP,l(/Lo a/5 / / / -�-�• -_:_a'w_a r 1iI .y ,r NAm 9Aw C-LINE SEWER MAIN - ------ 4 ru_N O.rw MH_7A --_---__ x----- ------------,.—ol— e", --- i �Ii i dI s II rIIIi II rl I l I \\\ q IN.a(CS\E;ED-t ^'r'c M`o'"S"�."w'. 'fl/J/'' dst-t.rstw\c,\,v`-•x' `W w r \�\\\\\/\\\'\\\\\\/0\\6/Od\/J\\✓'\\'°\'\\�\F\s�«J r�`\u Ad.\a\�\\.�\ie n\,a.\\ral�L.\s�n\r-a4\\-A vm\a.s\\w o\,ra\.A\l\,\\\\\\\\'\,'�i i�1\i\\\ R\t toc\,rzVo a5:«wartvvvvAA\ow9�+.,((e srw Twb z«us vwvastr-H)c.u.�AMr-.-c,">n«4u•yW.-.°wsv4.r'e."„a an',v".4..«s,•..�r,,IIIIIIIII,1II11I III I-,Y�1 IIII'II1III I IIIIIIII I I0:'F I'i p�I1IIII IIfII...I`�w'C�-_�PRVAA{rzl..9�_[x!A I_IA w- S5`��d.'.�In'~' I ►I�wq�v{_--})/-_�.-.._-vaAa.9.rz�5s 5eo ps'I,>m-<-w Illl�ll._1.11.11ppw—-s` RI-T-1r-- - I•"o.',7x'ss—�U'—R v �-«�s4a7' n�e�Il TA _ ---f r j -_ �-.,.eFa-•.�'W�---s - x i i U1IUI1UI1 1 MA B-LIE WATEER MAN Dq E SEWER M7 EXISTING oEx xC-LIE A-LINE SEWER (SEE SHEET 8 OF 7) (SEE SHEET 5 OF (SEE TT 7 M 7) • aNsm o v II ;.III111III1IIiIIIIIIIi �I1I11IIIIIIIIIIII III II 1 sw.w.T-vA..�e._��M>iI1)1IIIIIIIIh1I II1 4 _u._4oIuII.II IIaI1III'W a(IT1III I1II I1 IfI,I 1)v(Il fillIf Till SHEET 3 OF 7) Illy z 'A-LINE WATER MAN r VI -(SEE SHEE1 6 OF 7) i 1 aI 0.12 "LOT 2 _ 111 If AE 1111 L Il1l1 II I I I l i I 1 aw IN`— MH orA. lom 47' D :vn'Q B-LINE SEWER MAN F LI a• (SEE SHEET 4 OF 7)CENTER UN OF EX.ROAD I vrw roa I Mm 2 SEE SHEET 4 OF 7) 1c: MH SAmT ac" OS No 182/ rRec1 c a Nn 115A / A-LINE SEWER MAN IIL (SEE SHEET 3 OF 7) 11 B-LINE SEWER MAN (SEE SHEET 4 OF 7) AA- (SEELINE SEWER MAIN Imm upon A-LNE SHEET 3 OF 7) WATER MA N7) 1111 OF X�T SE SHEET 6 OF�-4-14 M,rI SHEET 4 OF 7) So _ I I I IIII S,wG N Y.CR YAN \ \. I i / / / \ \ I —� ,qrt:,0 NI,t RCdntCnd 4.xtfM — .'_RBI E 1 L r c,aceAmrt4AAn eAAc rcrov w osvruAu SrIr.I:R,alu wA u �\ \ wwivv woue,«-r,5i45i.�7a75 l e \12IWwa'N"o19rIe lnnelurw.«•+uv,an`��Rr'v-"•.(II\a 1I Ii ,f�,`I _ -�--- crc,. : -T A I♦[ -v e4.•f J � n4,•c R>r:w,1eVupAlItf ArzKTtr A gffivfllcau•wrc N •« �o-•L 1 t A-p i wof P�.�n..,ln.Rt�wnt va U..l r-w.r«a7�5.e 5 0s'..-e,•-. --6-$0-, - JII G J- .. hE,A , _ �xOIR FF.64.60 io .64Y ABADONED GAS Y CLEAN OUT_C_ EX MH rzR tx "TIRwI.—o To W cTU ff WATER MAIN(S 7)e•IMY .!TII1d'11 I1lIIII1 EE EET 7 OF 1 I I TRACT ---- -- . - Autrru,ar.IN, _ -rE n'w-sjN nn -------- - -------- II _ - -------- -aTRn` uu - - �--- �--I- Ip LF OF r 38 nI SERE MAN 0 17p!I I pp ( n pp p I p l EXISTING GRADE FINISHED GRAdE B-UNE AND C-UNE SEWER MAIN PLAN A 466 DEPTH- 0EPTH'5,3S SCALE-r-W NORTH o' 4650 - y $ i=1G I iAl ,E 8 $E R = u'T FT - I iROY STA 10+3.5 TO � '- z y2]v z 4870- d+'x - '¢ $TA 1I+J0.�'S <1 0 = Z 6 "' u < W 18.STORM DRAIN R� +g SEW266 ER LF OF B"SOR 35 4640 z i no dl i o FINISHED CRAOE EIOSBNO GRADER MAIN O 0.41G W u ^ +S z ~' INV 4 4658.41 < DEPTH. 7.43• --! OEP7H -6 78' - �` 7 - DEPTH=5.6i' 5 466 DEPTH. 8.7Of u. DEPTH 8 38' 167 LF OF 8•SPR SS — - - _ DEPTH-2.4E - •rz 5 �' ^ ~ 1 -SEWER YAIN OUR 45R 725 LF OF 8' 35 z 2EWER YAW O .4x F OF 8.5DR 35 WE YWI 0.41 z w i 1 F R 35 SEWER MAIN O 0.4x L TA �� 9' Xo EL.- 51.73 n o 4650 is„� - - s"« 7 �n ,a �'3 - w, M .♦ SCALE- i j 1 o xm a R o n F x ' R +� �: a62o FIOFi2:T'01 a"Y, '�$ ? 9 1 z �, �• +�, V@TT:f-b' 72 ex� gc n nazi �a>� m� <,�>� n� $.o. -zi - - mo ♦675.OG ^ o- � -K z :Z Yi m O+Op t+00 46.G ^N � _ - „ : 5 5 ,, C-LINE SEWER MAIN PROFILE _ '� " a o m a - „1 GASTON ENGINEERING & SURVEYING j 3i� n , a CONSULTING ENGINEERS,LAND SURVEYORS A SOIL TESTING Y ZZ 4qj - ci u rc u U 211 HADGERTY NNE(P.O.BOX WI) ,,, V +� BOZEMAN.MONTANA 59715 4630 ;2 2 2 uy - "O 0 - +V 5 +� +� +� PH.(406)-566-0586 FAX(406)-DBe-O(58Q < _ SCALE " PRICE COSTCO HORz:r-W B—LINE AND C—LINE SEWER MAIN �a yl VERT.r-V PLAN AND PROFILE DA"JM stsP `11 s'�I <�'� O+W l7EHSED:5-1-97,5-27-97 9-12-97 1+00 2+00 3+00 4+00 5+00 6+UO 7+00 8+00 o+00 IG+oD 11+00 , B-UNE SEWER MAIN PROFILE AS-CONSTRUCTED 8-97 DRAWCID DA : J-2B-97 CNECKED BY. AINNG NO.: 965J07P7 NO.: -5 -7 ff 1 4 or 7 D-LINE SEWER MAIN MH 012D 1r-war I"v Wr.4r7. CATRON STREET �Y I I I —————- -—————————————— 11:rA14.mm I I � .M Mways i t I I I I, l 11 I 11 A-LINE SEWER MAIN I I B-LIE WATER MAN I I (SEE SHEET 3 OE 7) 1- (SEE SHEET 6 OF 7) welx 9L•E•tun l - I (LTT) - I ACT I L—J -- LM1E WATER MAIN ' / I (SEE SHEET 6 OF 7) h q ----� ---1 -_ D-LINE SEWER MAIN PLAN VIEW SCALE r-w NOffM 4675 4670 EgSTHIC CRAOE EI/H6M GRADE 466 DEPTH- I070' DEPTH 466 H AI z 4655 4650 m, 4645 n . 4640 � 4635 4630 i ,o8 - -- 4625 8. F o�z 4620 ��GASTON ENGINEERING & SURVEYING CONSULTING ENGINEERS.LAND SURVEYORS t SO TESTING 4615 � :',-�. 211 HAGGERTY LANE(P.O. BOX 861)HCfC IL BOZEMAN, MONTANA 5971E - T:TACY PH,(406)-586-0688 1"(406)-BM-0589 o"46 000 rUAf P �-- - - PRICE COSTCO D'� '�00 700 3'0° 4i00 D—LINE SEWER MAIN D-LINE SEWER MAIN PROFILE PLAN AND PROFILE RFOSEO::5-1-97.5-27-97.9-12-97 AS-CONSTRUCTED 8-97 TD IA CNf1 KfD 9Y CM DNAINNG ND. J 2965JO7P5 U.NO: 7 EET of 7 ?o I I 12" WATERMAIN EXTENDED 37' o 4 i / 6 I I( CAPPED & THRUST BLOCKED A-LINEM� ALINE I j WATER MAIN 14 SEWER(SEE SHEET 3 OF 7) Ek `' A-LINE I ! � _ M SEWER MAN 1 2i A-LINE F<♦X>rO 114�1 „ (SEE SHEET 3 OF 7)I I� --i --- WATER MAN ••- R� _ J--. I_ D-LINE SEWER MAIN B-LNE --------- -------------- - ------ Fur;�N/1 F— — — < - - �-- --_.Vy WATER MAN (SEE SHEET 5 OF 7) *'I-------------------- ------------- MH. — — — — MIN A - - ---- Itr A » _ k MMI -J I � J YH(!A - ` ! YH i120� �. 1 g - N (SEE T 4 OF 7).- ; ICATRON STREET Aa M I �rh1 1 I � � IY MIFP YAF, ONNII {f { � 0 r I I'' I I I I I I r�;�`1 WATER MAN I I C-LIE WATER MAN - II I I BLE WATER MAN C(SEE SHEET 6 OF 7) 1T 1 ca f'L.rox (SEE SHEET 7 OF 7) ST� ( A-LINE SEWER MAN (SEE SHEE�3 OF 7)LI 16 R RTL� E WATER MAN - V - t1 o J' II (SEE SHEET 6 of 7) I I I ,ae ii-i Rcai ma_- -- I VI I I I I I I_I 11 n I I I Va I I — II `1 I EAN DU7"C I - 8 r) 11ITIl111111111111i R D-LIINEC-LINE SEWER MAN WATER MAN B-LINE SEWER MAN SESHEET W� 77)j N (SEE SHEET 7 OF 7) (SEE SHEET 4 OF 7) (SEE SHEET 4 OF 7) NOTE: 8" GATE VALVE AT STA 7+20 'D-LINE WATER MAIN" & 8� GATE VALVE AT STA 0+19 'C-LINE WATER MAIN' SHALL WATER MAIN "A"-LINE PROFILE REMAIN CLOSED UNTIL CONNECTION TO THE CITY GF BOZEMAN WATER MAIN "B"-LINE PROFILE PUBLIC WATER SYSTEM IS COMPLETE. 1660 SCALE: 1' 50' SCALE: 1'-SO' . 4680 1660 i 4680 4675 4675 4675 4675 4670 4670 4670 FINISH GRADE EXISTING«RA EXISTING GRADE {670 VE FM511 GRADE 16"OF VERTICAL SEPARATION 4665 - - - 4665 4665-__-_.. __. •\ /.. -- - - 4665 N Y-626 MAINTAIN A MI VER IC REP-� OF 6-5'OF CO�£R - - MAINTAIN A YN41UY INSULATE 10'BOMSIDES OF CROSSING 769.3 IF OF 12 DIP WATER MAIN 4660 J 7-a.SEWER MAN OF Q5'OF COVER 4660 4660 ` --- - r/ 4660 i 82 7 LF OF 12•CL 51 DIP MAT MAIN u- i 4655 4555 46SS 4655 U W z 4850 i m >Z y E7 j 4650 4650 - i•`i O N _ O = 4650 H V WW m m j m ~moN2 Ig V Nr �o tiI< 464sj 4 a 3 -m�^ � 464s 464s - _ dW � ' � 'm' i A1� 4645 Ij .k Jm 4640 0 z o J qq 4640 4640 Z x n a=y{ <a ry m s _; `-" � 4640 nR"^ m '-Li O�-iA �mi �� w� ' -k' uX 4635 4635 i ? < < Q $ =A <'� n o j p3 j 4635 4635 ; ` o z o v�o z 41 3 3 Y aE„i - o s U U C pm rcrc _ nZ_ o U<J nwj j tm �� 4<[ O O m.Oo m r• 4630 c i s z u N; 1630 4630 o z 4625 < y & V�gul ~ i�<d 4 m>�0� I>� iIW 1625 4625 n� ,.�o N� m��g 1625 4620 ♦ a g a in - ry y rj 4620 462o m ry < 4+00 5+00 + 7+00 6+00 z .rye i m H pp z >a < z m : Q w!GERAEO M. 4615 j n �< ~ ^8�> -m �= m 4615 46151 J z +�<6 R 35 JS :'tQ 4610 3 z1" ;,, a i i '�on� - - +�i ; - eia 4610 4610 ^ - 41 u,o g? o r F < 9 �,F oy ry ry$ „� F. 4605 4605 N o GASTON ENGINEERING & SURVEYING r r F ' CONSULTING ENGINEERS.LAND SURVEYORS A SOIL 7P.S17NG DA1VY�6Y N m$ N DATUAf ELWY DATUM"y 211 HAGGERTY LANE(P.O.BOX 061) 40X00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 4CDo 00 400000 0+00 1+00 2+DO 3+00 ROZEYAN•MONTANA 69-1I5 PH.(406)-585-0566 FAX(406)-566-0669 WATER MAIN "A"-LINE PROFILE WATER MAIN "B"-LINE PROFILE WA�MN°A-UNE WHOLESALE SCALE: PLAN AND PROFILE SCALE: HORZ.: 1' 50• HORZ-: 1'- 50' VERT.: 1'= 10 RfHSfD::r1-n,>-n-47.ss-n.F-1r-n VERT.: 1'-10' `/�,/7 ORARN BY.' C7D DA IF: J-7J-97 AS-CONSTRUCTED 8—V / 9"ECNKfD 96 'o ' DRA£RNG NO 965J07'J ----- - _ - - ----- -_- C-LINE PPUBLICO --- - - --_ - -- _ I 4I -I-II -�I' 1 -�,_I- -_ 0# -�'��-�•±�----a-,,•--B---m�-.,.-_._.1-�_L�--_ W A_W-TA-ET--H_R 1-f-.MA E Y-NHa -N--• -_----.g�t �_a<m, m"a .-_; 7_IIIII mo_' NiIIIIIII,I_-_.I1_ II,rII/IIr/III,/r/IIIII//r/i//�i�IIII,III"��I1IIII --�-\\_\-\\\5-1I_"_M-----.- �_I_ '_�__r_.-»___-_8-__a_v_,e 0✓_,,�,._/_//_pM___-_ NFRG..s_NaQGr�•e a_bDn eeaAeND�•bY»MeFo'._V=-S-Q --——————————————————- ------- _--------------- � M > 0-0-C_u_f—�t. LINE I-t I RRMOuPeo�s WATER MAN O wl)MH /118 w,2atl c7F�t AN _----- - 0_a�cll'nOU� /` � OUTe� -1 7 u[Il 111 B LNE B-LNEWpTER MAN ------- - ------------------------------ --- (SEE SHEEi 6 OF 7) SEWER MAN (SEE SHEET 4 OF 7) I/-o_L M-rt S4D�sc i wB - -�III fi1IIIIIIr Ht„ � _`.a_ IIIIIIIII IIIyI�1' �IIIII�I' TII' r j4A ••• I U II II II I I `l - mf R= a 4 I I II �+ WATER MAIN l I �� I I I IIII I OEV4RTIEN, D-LINE m% 1J T f/}oR lJ if - n- ' g \IN41• 46•Y R ( II jII III I11 I�1) III Ii IIII ar �aY�•a sF.esso E RDhc.NIAOu N h AGOl E 4C.AU�KN.Uua[c , ` •' CLEAN l OUT "C" CLINE WATER MAN WATER MAIN SEE SHEET 7 of 7) •m 20 �tg A ll ISEE SHEET 7 O CLEAN OUT"B" C-LINE SEWER NT I s O I (SEE SHEET 4 OF 7) �m. T_ FF•64.e WATER RN MAIN A[N (SEE SHEET 6 OF f •F�7C! )B-LNE SEWER MAN( II 11 II II II II II %•M T M I I� II II II II f f I I I III , — (SEE SHEET 4 OF 7) II II II II II fil I I WATER MAIN "Cn-LINE PROFILE SCALE` 1"= 50' WATER MAIN "D"-LINE PROFILE NOTE: 8" GATE VALVE AT STA 7+20 "D-LINE WATER MAIN" h SCALL. 1"- 50' 8' GATE VALVE AT STA 0+19 'C-LINE WATER MAIN" SHALL REMAIN CLOSED UNTIL CONNECTION TO THE CITY OF BOZEMAN PUBLIC WATER SYSTEM IS COMPLETE. 4680 4680 4670 4670 EXISTING GRADE 4615 4675 4665 FINISH 4665 18"RCP IB RCP __ NV ELEV. 58-26 MAINTAIN A MINMUY N ELEV.5B.18'. 4610 FINISH GRADE 4670 4660 OF 6.5'6 COVER 3'WATER SERVICE - _._ ---- - -- 466D MSULAIE 10'BOTH'SIDES OF CROSSING .- EXISTING GRADE - - 7I9.8 LF OF 8"CL 51 WATER MAIN 4665 4665 a655 � - 4655 O ag ;::L�L�]MAINT­A MINIYUY $4660 5'OF COVER - 1660 4650 �I ? z j < �, x 4650 624.88 LF O< 8" P MA z m o • m < 4655 < 4655 4645 rc m < g J 4645 4650 4650 4640 - y j( 3 • x < 1640 ' 25 4645 < y gm Y s 4645 4635 < N z p 4635 y Qu 4640 ; 4640 463o rc� • F~o n o ? 4630 5 a� ak' F� •< m jj z �" a}E� a�I 4S ," k'IZn S„ `' ;o`: ; v_I o _< ~< 4635 4635 4625 z z m_ 4625 s 4630 0 '^�� 0 1630 4620 . � �`d S 4625 °•3 n"�o i sN� 3• 4625 4615zX m +m g+i ` 4615 F m e Qom 1620 vI? `nm' w so wo DAIVY 6ld'Y I` m m sIY <no Q m 1620 4610 ¢ y ro 4+00 5+00 6+ 7+00 4616DO TA 4615 <� i g < u+ i�~ o n i 4645 4605 .....;0 - 4610 ,� '+°.J<-i .ml 4610 46o0 2 0 vi y In + U r 4605 - 4605 4595 .<- DA7T7A(EL611 DAMN&LfV DATUM KLEY GASTON ENGINEERING & SURVEYING 460000 D+Do IIDo 2ao0 3a00 4a00 5+o0 6+0o 460000 460000 0+oo 1+00 2+00 3+00 CONSULTING ENGINEERS.LAND SURVEYORS N SOIL TPSTING WATER MAIN "Cn-LINE PROFILE 211 NA 40N,MON LANANA 5971 BOX 661' WATER MAIN "D"-LINE PROFILE BOZF.NAN,YONTANA LE PH,(106)-686-0666 YA%(406)-686-066V SCALE: - - ----- PRICE COSTCO WHOLESALE HORZ.: 1'. 50' VERT.: 1-_ 10' SCALE: WATER MAN'C'-LINE AND'D'-LINE VE R 1"= 50 VERT 0'' PLAN AND PROFLE . 1'=t Rf NSED:.- I"�-n-•r97 IT.•-... AS—CONSTRUCTED 8-97 °HEL Eo B. 7;NO. "° DRAFWNG NO J-1965302P4 ✓ : 6--5J-7 EET 7 7