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HomeMy WebLinkAboutEvergreen Business Park 1 I I _ 1 ,05 EXISTING SE'NFi t� �^.=ELF PROPOSED ------ PPOPGSED WCTEI I 'f BUILDING -- ---- EASMENT IINrs 25'SEWER EASMENT EXISTING 21•SEWER MAIN 8 25'EASMENT� I _ - _._.__--_ SEP.VIC E`, A-•LINE WATER cna r 10'WATER UTILITY e-Ev� Tv 0.0 _ - \ \` I EASEMENT . __� - -- -- El[C7.iRAMYdMfA • i I I / � m 1 379.6`L,..__T------ wlc«[a.w {I L�iL rx ATR UA.h f.SEM[xl EXISTING SEWER MAIN EA SMENT _-� ---- A R[fuR AnE 3 CFiS1M421.SEM.R 1RVIM1_SC�r•�� Mf nfU l'\. ti IN 86'G6 7" E .'— vw-,o,s zc- _ '+ r o TO a L«Arm / �- lot �-c f.-s-- em,x0 tune I I [eE xro. W11.5 IWY.if CIECTWC A 4_ !s {�� ].'A y y �7M E - -� R4RG(MO =__Iw _ � '�-'��' ' I 15Al ,o.s I eEwxo cwm � m T.. T 4 6 \ -30' WIDE WATER UTiL1Tr EASEMENT .'E.� ' A-LINE WATER d `NOTE'. PIPE DEFLECTION YRMtt I \ 1,.00' �!- drex aR AS PER MANUFACTORERS N W � ! Q % W FLOW RECOMMENDA710N. N T .'li 6- 1 E�1� Nc , r�.aS E�/ER i WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE = PROROsm 1Y WITH MPW STANDARD SPECIFICATIONS AND CITY OF I _ �wv Cuucer - 11 a BGZEMAN STD REVISIONS INCLUDING STD DRAWINGS I _ NO.(S) MPW 02221-1. MPW/BZN REVISED 02718-1. - \ i ' 'Wnorp[0 u• , J, BZN 02718-8. BZN 02718-9. BZN 02213-2. E Wo,o•WArzq LIK--.` BZN 02718-4, BZN 077t8-5, BZN 0277 n8-7, Ac - 1 A—LINE WATER MAIN �'_� PLAN -HYDRANTS SHALL BE LOCATED A MINIMUM OF 3 FT eo.ov BEHIND BACK OF CURB OR SHALL HAVE BARRIER STA. 0+00 TO 3+75 POSTS AS PER CITY OF BOZEMAN STD DRAWING G pR� 1 I 4 ` B—LINE WATER AA TE R MAIN WATER MAIN EXTENTION N0. 02718-5. ` PLAN B-LINE WATER -. E R \ SCALE I'-30' (SEE PROFILE THIS SHEET) 7 4715 1 s > c FlNISNEU�;.tiN.IND ¢Nx D i 4715 - ;w!IHEC F:DIJ; 471( : - �..� [A�N 6.51 MIN. COVER ♦ Y - NAINTAIN�5 MIN COVER -`--- 4L OEF LEf IiUN AS 4 71)� _•--.-.—.�-�—CL 5�- - �— r - R! UFACT M NDA TClN 311: 31. F d'L!P CL 51 WATEF.--M—<IN7D5 — W 1N 4700 b r x 4695 b �•�. - - " Z� �',.\ ..- _. gc Gn. 4695.g1 o y X. u Suz o'tO? W 4 mmi b;_�._.- 64T'` CAf F7 rV- o� 1 a .- a690 0 +C.. .. DATUAf 6LBV +------F— �---- 1- ------- -------+-- '7-----34 2+00 2+ 00 3+5C +'s GASTON ENGINEERING & SURVEYING AS CONSTRUCTED NOVEMBER 1993 BOMMAN & BUTTE, MONTANA EVERGREEN BUSINESS PARK SCALE: :. LOT 10 OF VER 1".5 k _. WATER SERVICE A—'LINE WATER B--LINE WATER LINE WATER DATE: 1 I DRAWN BY:RM PROFILE STA 1INE T 3 ; PROFILE CHECKED BY:3M B-LME WA'E+ REVISED: STA 0,00 ro . 9_1 STA. 0+00 TO 0+58.25 STA. 0+00 TO 1+03 _ WATER MAIN EXTENTION WATER MAIN EXTENTION APPROVED BY: --,- DWG' #� ' SCALE: PROJECT: 91-523-2 SHEET , Or WARFn WSE E PIN-.ml.e2 i w INV W.Ae9E.91 u S INV wFM9A.] f/ I _ 8 C/IX1NpECEi 10 EnsnNG II 'NICKLES DR. °eE[Sp[tlAl PRON9pISl � _ rw cerAlEs aN ca,.9:cnoN E �� yµ♦pN I BEiMEENn WATER A sEVA,r E9R:s LOT 1 >3 I ieRoc°w�o WIwT Alro o AB SNOW e1 oRNNAoc AAROWs 12'X4W —91. RAO \ Ytiap . .....,. LOT 2 NOTE: CONTRACTOR TO CALL FOR UTILITY LOCATE LOT 3 w ON ALL UNDERGROUND UTILITIES PRIOR \ `LOT 1 \ TO EXCAVATION. (wr � CITY OF BOZEMAN PERMITS FOR STREET >� CUTS TO BE OBATAINED BY CONTRACTOR. LOT s pE,",- °o\ \ )o• < LOT 6 uAINrA.11-w \ \ P '�C 1� sEPANAnoN BE)KEN LOT 7 pp NM09�e \\ :'w 9T•SEWpI ` \ w^NV.. V2 F LOTS 42 LOT9 \ E.v.a),Ime9, SS ufw ww- � ,y cooM 91^ Rw.9)O— [ 7 ��e),\E,w,e \ w S \ ��♦BO ss -- wE NV .E)01.e A,.9E 21'"10'SEER m11NN �V.aN6 w. .0) . w1-A)9e.R2 o o,\\ 1 LOT10 g F SCALE: o PLAN: 1"=100' E mxm m win E.—uANNOU e PROFILE: STATION: 0+00 TO 18+34.30 9�A«. `ro Sm�pN mW-IN-'d`9, o HORIZ, r'=100' PROPOSED SEWER MAIN PLAN .W NOTE: � VERT. 1"=10' APPROVED DEVIATION REQUEST EVERGREEN DRIVE SEWER CROSSING SSING WATER SL 358 SEWER CROSSING WATER MIANS SHALL BE LAID a TO PROVIDE A MINIMUM VERTICAL DISTANCE OF WATER EMAIN AND 6 E OUETWEETSI EE OF THOUTSIE ESEWER.OF E O THE PIPE SHALL BE LAID SO THAT A 20-FOOT SECTION OF SDR 35 PVC SEWER PIPE IS CENTERED ON THE CROSSING AND THE SEWER PIPE SHALL BE PRESSURE TESTED WITH THE UNISELL LOW PRESSURE AIR TEST. y ,p Eros EAouc I ':3 � �Ett a iZZ <�Y' <y i� — —__ ! � i I Ens eY u • :3 $ 's — io•w iER,Wir�mAOnm r to � �s v a1 R, _ S A w 14- t b e 9"2 4 Y E t i y R R R R .9 00 1 00 I 2+00 3400 4+00 5400 8 00 7400 00 ti 00 1 00 11 00 12 00 13 00 1 00 15 00 18 00 17 00 1 00 � [WST wtN t wAIER i — ullN Ca+mACla—T 0 LA=YWER rR w.rEA NNNN 1s twA ast — I OEit I _ STATION- i4+00 TO 18. 34.- __ PROPOSED SE WE MAIN PROFI E EIt t-N GASTON ENGINEERING & SURVEYING BOZEMAN, MONTANA —�— — SEWAGE SYSTEM IMPROVEMENTS EVERGREEN BUSINESS PARK SUBDIVISION -- — �— GALLATIN, COUNTY MONTANA DRAWN Br RCH STATION 0+00 TO 18+34.30 DATE: 9/16/92 A S CONSTRUCTED J U Y 1 g g 3 CHECKED BY MS SEWER MAIN EVERGREEN DRIVE REVISED: 111 1-52 3S Dwc.191-523Sa SCALE: PROJECT M 91-523 SHEET 2 OF 6 is a RPE EU:V._TIe,p1 g' -ACTOR T nEUI YER(Y LOCATCx or Eu G•'-WR xux RmoR+o casmucnax 251* GOPEBi SERWCE- I II WMEnWS IIII11\ CCMxECi i0 Ee15nxD E' BY ING CAn6'TO E�'1CR•'n:E Y ADpxC p1 e't0 10'IxCPEASEP!W/lA0Cxp10 � II o-NiE2aes ore- I I W RBI. B I I I I I ,o• wrExi PIPE E1FV._,02 Wp s 1/B• 8 YNITAeI II' oOWa oMEx sPAu Is w IV to (lam rnnl SPACE Xx01 uxcs TEA O V —� AS CONSTRUCTED- SEE APPROVED DEVIATION REEST k I DECEMBER 9,1992 NO.SL 358 I I s•sAriur xrsP ID irn Iv W j LOT I It TYPICAL ROAD SECTION STATION 0+00 TO 15+25 I SCALE: NTS SEWER CROSSING WATER MAIN SHALL BE LAID TO PROVIDE I A THEMINIMUM VERnCLE DISTANCE OF 9 INCHES(23 CM)BETWEEN OUTSIDE OF THE WA TE R MAIN 1 1 SEWER THE PPE SHALL BE LAID SODTHAT OUTSIDE OFTHE THE SEWERCPIPEW SHALL BER PIPE PRESSURE TESTEDTERED ON MATH THEG AND UNBELL IY W dAWeT LOW PRESSURE AIR TEST MIN 12 �� LOT 2 MAD W. keC � 12'a c—Eo LxAAE LOT 3 1 Lai k r ux.sExAPAnax LOT 5 �'coPPEP WnrzP sEPWCE V CaPPEW nPc srnWCE 0' _ STUB W/CURB k COPP STOPS STUB W/Cu.k LMP � `� SS�`` ��� !�� �HORTI•WESL OG WAiEP SERNCEI eg Acc€S a� _ OT e O V7/ry EA E'4ENT.v.. �Y'r`v LDT 7 LOT 9 LUTE + WATER &FIRE SERVICE DETAIL (TYPICAL) S q ! I7 �\ E NTS u+•Wxor 11 \\ ss 27 NOTE: CONTRACTOR TO CALL FOR UTILITY LOCATE ° _ ON ALL UNDER GROUND UTILITIES PRIOR 0 pA`Y+•`� 0 Vi TO EXCAVATION. MAIN PLAN \o �- ~l J` w LOT1u • ALL FIRE HYDRANTS ARE TO BE CONSTRUCTED °commoN OPEN e" cs SCALE: 1"=t00' AS PER CITY OF BOZEMAN STD. DWG. ,y 02718-4 WATER MAIN EVERGREEN DRIVE (ie: NOTE BARRIER SEE DWG. x 02718-5) STATION 0+00 TO 20+07.27 \° r ' ; PROF HORIZ. 1"=100' ° VERT. 1"=10' �k s $. o8jr cR -- 10 �� .a•x ------ -------- -- o' aAss 1 r r p.119 a i Y3bv r • is i a gq t1Ld rCY Y d d$=i " Y 2e � — y .__ iy4 '�.e,T 8 - 4 n R R• %� 8R _off NR R ybR 0 00 1 2+00 3+,00 00 5 00 8 7 1 00 °„11 00 12+00 13 00 1 1 00~ 15 00 N 15 00 17 00 1E 00 19 00 20 00 of - --- x G --- MA N PROFILE W TE AIN E ER R EN l DRIVE GASTON ENGINEERING & SURVEYING TA 10 0+00 TO 2 + 7.27 BOZEMAN, MONTANA WATER SYSTEM IMPROVEMENTS EVERGREEN BUSINESS PARK SUBDIVISION GALLATIN, COUNTY MONTANA BY: RICH STATION 0+00 TO 20+07.27 DATE 9/16/92 CHECKED BY: MS WATER MAIN EVERGREEN DRIVE REVISED 1/10/94 REVISED t 1/2/92 AS CONSTRUCTED: JULY 1993 DWG. #91-523W4 SCALE: PROJECT NO, 91—523 SHEET 3 OF 6 1 1 1 1 CONNECT TOE 60'EASEMENT EXISTING 12 I` WATER MAINI 12'a i' 60• R/W \ /p I atis.rn wxvcE 5:o CE•wP wA1ER SERVICE �O Y S'COR—1.11E 1 sne W Qll®A CORD slCPS srWs. rrom 3" DCnttr 10'DIP 0£ Eas q•,1 4•j 1 /// .PPROX is xoY PwaPER Yd N a wcsr o wA a sERN xJ 2rasnER uAn&D R IA nEL TO CasnHG WX1ER LiRf YN 1 4'al'M10E EXIRUOEO nSDUMIH BOARD I y �/ 1 i1EE0 VEPof♦BEiptE CMSTRUCIIW O k�KK jCw sWD WSbON(STD.SPEC. top W / 1 e'un —��•2n woE EXnnrom iRvw4noY BpXRD sPEc Yx.u->o / / WATER & FIRE SERVICE DETAIL (TYPICAL) x'uwXT Ansm voEn!cYE /iY`� //Easlnc w ( scut.Rrs wAiiR Y°iW TYPICAL ROAD SECTION STATION 25+75 TO 37+37.45 SCALE' NTS / / �j I DETAIL B-B 12'Cf t" /// Z CRUSHED DRXYEL B \\ 0 CONTRACTOR TO VERIFY LOCATION 0 \ \^ / yd / t"COPPED w.rzR SERVICE Q CW i1RE SERVICE OF EXISTING 21" SEWER TRUNK LINE \ \ \\ / // C s—wi tune w covP s.aPs �0 a' sna w/wrz vusc r Bo. B RI 0 A b is a ARE w/<tw s sEPXRXrnH PRIOR TO CONSTRUCTION. 1-1 A WEST a WXRR N \\ \ i 1 sP'�MXIYNM OEfLECTW U J �1 �1' \ / 1 O lo,REVA 4 t0 LOTS \ - - �/f,PRRDaY2,rz�wENoCc�.nox \ \ - \\�Er"')•'"a!oZEY vE� piD w+aP \\ 21" SEWER TRUNK LINE CROSSING STA. 20+53 u i 1 POR CAROIYY pSif•µWl -E aRo wFRR N \`\ WATER &FIRE SERVICE DETAIL STATION 3+35 9a NTs �iP�l \\ scut:Yrs NOTE: o _ \ CONTRACTOR TO CALL FOR UTILITY LOCATE ON ALL UNDERGROUND UTILITIES PRIOR EXCAVATIONTO CITY F BOZEMAN PERMITS FOR STREET CUTS TO BE OBTAINED BY CONTRACTOR. a arT. \ CONTRACTOR SHALL SEPARATE GRAVEL SURFACING o` � � B CMIdYN. \t \ j 1 L OF EXISTING ROAD DURING PIPE EXCAVATING & 1 I 1 8E +m REPLACE O THE SURFACE OF TRENCH BACKFILL o,► 1 aaa nc uY I FROM STATION 20+00 TO 37+25 LDTIC I I AwOpB.m I !r Wv.W-4Toxa I SCALE: • ALL GAS LINE CROSSINGS SHALL BE FIELD VERIFIED &HAVE UTILITY AGENT AT SITE DURING CONSTRUCTION 1 1 PLAN: 1"=100• o I WATER MAIN PLAN EXISTING ROAD PROFILE: 1"=100' ' ALL FIRE HYDRANTS ARE TO D. CONSTRUCTED I AS PER CITY OF BOZEMAN STD. DWG. N 02718-4 STATION: 20+00 TO 37+26.73 VERT. 1 =10 (ie. NOTE BARRIER POST SEE DWG. p 02718-5) 411 w - uYE 1acA a MD XSS Si ma u TqY (a cRawu TAW m Y ov wA YAn viE + tags 2 14% $ E Y s! sm IL �M •�� 9 � B �' 3 r 6 II wi Sri 3 y s to �O�T. t7A _ G! -TUN 9 00 21 00 22 00 23 00 2 00 2800 27 00 28 00 29 00 00 31 00 32 00 00 DO 38 00 37 00 Ftm i WATER AIN RROFILEEXISTING RqAD GASTON ENGINEERING & SURVEYING S A IO 0+ 0 TO 37+26.713 BOZEMAN, MONTANA WATER SYSTEM IMPROVEMENTS _ EVERGREEN BUSINESS PARK SUBDIVISION GALLATIN, COUNTY MONTANA DATE: 9/16/92 DRAWN BY:RCH WATER MAIN EXISTING ROAD REVISED: 1/10/94 .,.ED BY: MS STAT10N 20+00 TO 37+26.73 REMSEF: 11/2/92 AS CONSTRUCTED: JULY 1993 1 DWG. # 91-523W5 SCALE: PROJECT NO.: 91-523 SHEET 4 OF 6 t E 60' R/w 'I I 60'EASEMENT�\ / — Cq)ACTOW TO NO—A I P WT E ^ RXNdd1U.R 19'— + __ _ TO cL b NEW RO,N. 3 R .B) 31 MRL RAILROAD IpA CROSSING TYPICAL ROAD SECTION STATION 25+75 TO 37+37.45 SCALE: NTS g /,� '4 1s .�\ O / • // 1C CW gILWtT I o I� 'MKKKSa t'WUB CRVYm BASE OUwS[ � \\ '6 ,/ z B'11401WC55 a'11YRIS Q 10 t SUBBA4 RR iDR DOUOS SEE BPEGAL RR 1-1 B \ ` \ \\\ / �D N 15' ft 30' 15' aroOvwcE \\ rn TYPICAL ROAD SECTION STATION 20+49.50 TO 25+75 SECTION B-B LOTS SCALES NITS 1 L M♦5�'25 _ 1 um� -FJOTE: j I B O t\\te 15' RADIUS TYPICAL ALL INTERSECTIONS & ROACHES PP SCALE: PLAN: I"-100' PROFILE: I i HORIZ. 1"=100' 0" I PLAN VERT. 1"=10' EXISTING ROAD o STATION: 20+44.70 TO 37+37.45 i 1,725 _ I i Rw E!L —B4.21 I N D al M I F � iNISKD 100'K 71S N 1RID "d N x 705 - 93 ES 1:16 ) ,...........!J 73 00 * + - + - - - ---- * 33+00 34+ - - - I i i I GASTON ENGINEERING & SURVEYING BOZEMAN, MONTANA IKIrjl WiAnt PROPOSED ROAD DESIGN I S ATII N: 2 + 4. 0 7 37 45 EVERGREEN BUSINESS PARK SUBDIVISION GALLATIN, COUNTY MONTANA I RAYON BY: RCH EXISTING ROAD PLAN & PROFILE DATE: 5/18/0-' REwsED: 1,10,94 AS CONSTRUCTED: DULY 1993 CHECKED BY MS STATION: 20+44.70 TO 37+37.45 NEoD ,,, 31, DwG. N 91-5z?R_, SCALE: PROJECT NO.: 91-523 SHEET 6 OF b 4900 4901 4902 4903 4904 4 4906 4907 4908 4909 L 1 4910 FOR: EXCELLENCE HEATER BY GASTON ENGINEERING AND SURVEYING ARCHITECT: SPRINGER GROUP 8 4900 __ 4911 � 4912 I 4901 EXISTING THEATRE We40 SQ.FT. 4913 6'CL 51 DIP GENERAL NOTES: CONSTRUCTION NOTES: CLASS I SYSTEM ..4914 � „r AS PER CITY OF BOZEMAN FIRELINE POLICY OCT. 1, 1993 L 1. THE LOCATION & OR ELEVATION OF EXISTING UTILITIES 01 CONSTRUCT 4" DI 90'M.J. BEND AND THRUST BLOCK. 4902 I 4915 SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES OR CITY OF BOZEMAN 3 O— _ rr y CORD. FORMATION OR COMPLEITSE HE CONTRACTOR NO O BE RELIED OMUST O ALLDONE CLASS PIECEi RISER PIPE W/ THREADED FLANGE 490 AS BE NG EXACT THEAT ADDITI CALL FOR UTILITY LOCATION AT LEAST 48 HOURS • IY 1 S0. FT PRIOR TO ANY EXCAVATION AND REQUEST EXACT O 3/4" MIN REDI ROD, INSTALLED IN HALF OF HE FIELD LOCATION OF ALL UTILITIES. IT SHALL 3 AVAILABLE M.J. FLANGE BOLT HOLES (TYP.) I.E. EVERY BE THE RESPONSIBILITY OF HE CONTRACTOR TO OTHER HOLE. "- RELOCATE ALL EXISTING UTILITIES WHICH FlRE uNE 4916 CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN 4904 ON PLANS OR SPECIFIED IN SPECIFICATIONS. O4 4" FLANGED MUELLER OR KENNEDY OS&Y VALVE • I ; __ 2. FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE 4" DIA UL/FM LISTED DOUBLE CHECK VALVE ASSEMBLY ACCORDANCE WITH CITY OF BOZEMAN INTERIM FIRE O AS APPROVED BY THE UNIVERSITY OF SOUTHERN LINE POLICY OCTOBER 1993. INCLUDING STO DETAIL 5 CALIFORNIA FOUNDATION FOR CROSS CONNECTION 4917 NO. 2718-6A. & HYDRAULIC RESEARCH. 4905 �1 3. A E CONTRACTOR, E MEETING SHALL BE HELD WITH O • THE CONTRACTOR, ENGINEER, AND CITY OF BOZEMAN 6 4" DIA FLOW ALARM DEVICE PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL 7 1 I AND REPLACEMENT OF ASPHALT, GRAVEL BASE. AND 4" M.J. GATE VALVE O � �-1 CONCRETE SIDEWALK AS PER CITY OF BOZEMAN STD !i 4918 SPECIFICATIONS. • 4906 5. TRAFFIC CONTROL FOR WORK CONDUCTED IN THE PARKING - - LOT WILL BE REQUIRED, AND CONDUCTED AS PER MPW STANDARD SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. 4907 ys 6. HE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION FOR CROSS- 657.41' 4909 4910 4911 4912 4913 4914 4915 4916 4917 4918 CONNECTION CONTROL &HYDRAULIC RESEARCH UNIVERSITY R 1 WATER MAIN EXTENSION OFF Sn UUTTHERN CALIFORNIA, FOR OPERATION IN THE VERTICAL POSIAND FIRE LINE PLAN SCALE: PLAN: 1"-30' 4910 — 5 FINISH GRADE WALL -- 6 4900 e.s' oova+ ��4'pIp CL DT YeIEDIF'CL Dl Y Z FLANGE TO RE THREADED MIN CONTRACTOR TO PROVIDE ON THE STANDPIPE �'r EXSTING GRADE AO,.....�A. FLOOR A FLEXIBLE SEAL THROUGH FLOOR P' .,Y 1'MINIMUM •;' :9 BERAL M i G594fv .,Q I; 4890. FOUNDATION Oil 6.5'MIN. AS CONSTRUCTED : 12/93 4880 GASTON ENGINEERING & SURVEYING BOZEMAN & BUTTE, MONTANA EXCELLENCE THEATERS 72'LF 4'DI CL5I PIPE BOZEMAN, MONTANA DRAWN BY:C DATE:10-1-93 CM PROPOSED FIRE LINE WATER MAIN EXTENSION FIRE LINE PROFILE STA 0+20 TO 1+0162 REASED:1-14-94 SCALE: AND DETAILS CHECKED BY:MG . . PROFILE HORIZ: 1"=30' APPROVED BY: GG DWG. / 89533FIR STA 0+20 TO 1+01.62 VERT: 1"=5' SCALE:AS SHOWN PROJECT: 89-533 SHEET 1 OF 1 -- �MANIF'ROA9 %RIFFIN DRIVE_ EVERGREEN BUSINESS PARK SUBDIVISION EXIS1(NG 12 WATER MAN — - -----k NCHMRK A j4 ------------- -. --�..-- - , - OF POLE DE PROPOSED WATER, SEWER & ROAD IMPROVEMENTS OF POWER POLE CONNECT TO I ` aLo Rs¢o ELEV 4702.83 EXISTING 1 Q I) 1 tR• WATER MAIN � \ I ' lu awwy b 80'EASEMENT \\ \\ BENCHMARKS. +\\ \ 01 SCRIBED"X•ON TOP OF FIRE HYDRANT 0 N/W (Griffin Dr`\ \ EwsnNc sD' CORNER OF GILKERSON DRIVE&NICKLES DRIVE \ \ ROAD ` \ 02 BRASS CAP ON TOP OF CONC.MON.,STATE I ` \ \ \ HIGHWAY DEPT. (1906). NKIMRR ♦ \ \ \ \ y3 5/8"REBAR 1'SOUTH OF TEL RISER O \ > ` ♦ Q SOUTH ENTERANCE TO CARDINAL DIST. A \ Bey9xt st. ±200SOUTH OF GRIFFIN DRIVE&±200LE r-- OJEC�' `\\ t `\ \ WEST OF RAILROAD TRACK BoxO St BASIS OF BEARING z \ NORTH LINE OF PARCEL TWO COS E70 �4 si.------ NOTES: IN --------- \ 10' UTILITY EASEMENT ON ALL INTERIOR I QP \\ \\ LOT LINES AND A 20' UTILITY EASEMENT ON emn st u1 st ALL EXTERIOR LINES HwnlocV 51 3 dl I.S�\P LOT 5B 15' MIN. RADIUS ON ALL INTERSECTION & APPROACHES SCALE: 1 =10D' ml \ \ . ALL FIRE HYDRANTS ARE TO BE CONSTRUCTED LOT 15 \ nq \ AS PER CITY OF BOZEMAN STD. DWG. p 02718-5 s< H (ie: NOTE BARRIER) TornarOCk St. Z OWNER/DEVELOPER 1 \ JAMES KACK Cl� i I \s\ `� ��' \\ 6531 JACKSON CREEK ROAD BOZEMAN, MT. SHEET INDEX: SHEET 1 OF 6 COVER SHEET LCT SA I i i 1 LOT 14 1 �1 g `\ SHEET 2 OF 6 PROPOSED SEWER LINE x nv T� �21 ' \ EVERGREEN DRIVE STA. 0+00 TO 18+34.30 99M SHEET 3 OF 6 PROPOSED WATER LINE � ------- EVERGREEN DRIVE STA. 0+00 TO 20+07.27 'O'BENCHM RX'ON I I �p i�Pi i s I 1 1) ` SHEET 4 OF 6 PROPOSED WATER LINE EXISTING ROAD CONOCO BULK PLANT \ / _ \ EVERGREEN BUSINESS PARK STA. 20+00 TO 37+26.73 FIRE H DRANr u~xy I SHEET 5 OF 6 PROPOSED EVERGREEN DRIVE LOT}A I 0WEA."RnD-MR; i O ' ' b ,1 \\ PLAN & PROFILE STA. 0+00 TO 20+44.70 A / SHEET 6 OF 6 PROPOSED EVERGREEN DRIVE u LOT 1LIN WpIE ''q LAN & PROFILE STA. 20+44.70 TO 37+37.45 •RDM py LEGEND: 11 \ IRRRp_D11 1 \ CULVERT \ F� \ O MO / 1 l ` i' .C\ \ _o— /•- ©= SEWER MANHOLE = CHAIN LINK FENCE \\\ LOT z LOT ; \`\ \ J h 1 wArzR w¢u ��' �/ \ \ ------= EXISTING SEWER LINE _ = BARBED WIRE FENCE \ ,„. DITCH LINE I o ` LOT a \ � 1 ivu" �= GUY ANCHOR i FIRE HYDRANT ow .� 7� \ 1 BENCHMARK p3 /L \ •n,= POWER POLE LIT a \ REBAR t' SOUTH OF �— 0= LIGHT POLE �••� , —TELEPHONE RISER v D� WATER VALVE OR"'N"a E"Y°'ENr ELEV. 4716 78 �= TELEPHONE BOX Ewsnxc sD L, `'� A w / Mw.a " 1 1 a= GAS POWER X WELL SITE 24 CMP o_ -"«.n N LOT cnxc \ —o—= RIGHT—OF—WAY FENCE `` su roN 36"CMP Ex15 ��`� I60.aC !% I 1 LDr9 _.- `\ —RR—= FLOW LINE $= BENCHMARK ,'mu' ..,.N UA,ti EAsv„� A 'dam RR�osErY fa wVr..`+: Lore �AKL RoeD \ EXISTING WATER = DRAINAGE FLOW ` ., o.RQ EArENr 1 PROPOSED A m. • \ b = SANITARY LNE EWER = RAILROAD TRACK PROPOSED fOC f OF 4 w•o I 4 rtM�k tt+Rc[o SPncex JO'EASEnENi 2r eCV \ �aC r ••r nR ` w WVTM E ` / E WV._.)02.91 04.1 Z.17 A,c4 4T CONCRETE COVER—/ - ___� 1 R.w wv+*vn� — y �b \ E INv 1,­70W 1 I MCwNE9y t'Nxui CRUENED R•Y faIRY � S wV w�]OB A2 O [O' CROW.02 ME RER—1 9'MiCKNEY I.WUy DR09-SR[Cr SUMAY DWRY FOR CORRACrION WE SRECIAL M 90NS s••vxur I ``�. 4 \ `BENCHMARF IZ ` 8 BRASS I.AP 6N TCP JF C ON MON (1906h ELEV 4722 51 f DDf \ TYPICAL ROAD SECTION \ SCALE NTS \ \ eo' o \ I eNN o�� \ cars avEx sv¢ • � MN svAtt - \ R'ART9MY SERER SECTION A-A eDGfO asnH aE AS CONSTRUCTED JULY 1993 �r REM" 52J SCALE: NTS ENLaON!9 3i B REVISION Q�]B/9] REW90x I0A,