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HomeMy WebLinkAboutThe Farmers Canal at Bozeman Gateway CONSTRUCTION IMPROVEMENTS FOR THE FARMERS CANAL at BOZEMAN GATEWAY BEING TRACT 2A OF THE AMENDED PLAT OF WEST COLLEGE MINOR SUBDIVISION No. 195A SITUATED IN THE NORTHWEST ONE-QUARTER OF SECTION 14 AND THE NORTHEAST ONE-QUARTER OF SECTION 15, T 2 S, R 5 E, P.M.M. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA RECORD DRAWING OWNERWNER MITCHELL DEVELOPMENT GROUP PO BOX 738 GREAT FALLS, MT 59403 END PROJECT- - — — — — — — — — — �� 6 � �ST HEST MAIN El CID_cz�m C c:;. INDEX TO SHEETS C_; GENERAL SHEETS IS FA ERS- // r Y _ G-1 COVER SHEET O EC` 71 G-2 STANDARD ABBREVIATIONS AND NOTES -`�Y AN (k I it G-3 MISCELLANEOUS LEGEND AND NOTES HNOIoC Aj8S1'/ - - - D Sr �\ �,ESI• G-4 CONTROL SHEET \ - ,t3L�0 BLVA I CIVIL SHEETS EC1 C-1 FARMERS CANAL STA 0+00 - 14+00 C-2 FARMERS CANAL STA 14+00 - 29+00 C-3 FARMERS CANAL STA 29+00 - END BEGIN PROJECT 1 - - I � C-4 DETAILS I / ' � � _ _ _ _� I II - I St I PROPOSED FARMERS AREA a �i r� II CANAL DIVERSION �I- — VICINITY MAP IOIRM NO SCALP =�_ ---- — HEST CARFIELD STREET WEST CARFIELD STREET Sw<k Ra - HORIZ: 1" = 100' 1 1 x17 HORIZ: 1" = 200' VERIFY SCALE! __ REVISIONS _,�bYd��ii' DRAWN BY: JCP/JCH NUMBER THESE PRWTS MAY BE NO. DESCRIPTION DATE BY H PROJECT.005 3638.1x15 I 9otTecnrtob9yBlYd. CHK'D.Bv: JAU FARMERS CANAL DIVERSION REDUGEv.UNE aErow 1 AS BUILTS 7/30A7 KAAG J E"9�—1 Bozeman,M7 59718 -^* MEASURES ONE INCH ON M O RRI SO N �ML APPR.BY: SHEET NUMBER ORIGINA DRAWING. - s,rvayo.: b5L W JAU BOZEMAN MONTANA 1 Scientists W= DATE: 10/16/O6 DRAWING NUTABFR J J MAIERLE INC. Pan„R,5 Phone:(406)587-0721 1 39 PE Fax:(406)587-1176 'r' D.A.REVIEW' /"I MODIFYSCA�EACCORDINGLY! - -- -,nrn,pmyx•�h.,rt,Jct»„ra,,. _ '',, �cERsee��V- BY: COVER SHEET , HA36381005WCADIPLAN%AS-BUIL TS+ARMERS CANALCOVER.dwg Plotted by kgamradt On Aug02007 coprRr>rrt o MORIiSONNAERLE.Hc.mm` �iuNAl DATE: V ABBREVIATIONS AB ANCHOR BOLT EXT EXTENSION, EXTERIOR PC POINT OF CURVE GENERAL NOTES AEON ABANDON F FLANGE PCP PLANT CONTROL PANEL ABV ABOVE FAB FABRICATE PE PLAIN END 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FB FLAT BAR, FACE BRICK PEN PENETRATION Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montana Public Works ADDL ADDITIONAL FC FLEXIBLE COUPLING PERP PERPENDICULAR Standard Specifications 5th addition dated March 2004 and project specifications. ADJ ADJACENT, ADJUST FCA FLANGE COUPLING ADAPTER PH PIPE HANGER ADPTR ADAPTER FD FLOOR DRAIN PI PRESSURE INDICATOR, POINT OF INTERSECTION 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, AFF ABOVE FINISHED FLOOR FDN FOUNDATION PJF PREMOLDED JOINT FILLER as determined by Owner and the Engineer. AHR ANCHOR FES FLARED END SECTION PL PLATE, PROPERTY LINE 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ALUM ALUMINUM FET FLARED END TERMINAL PLYWD PLYWOOD verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ALT ALTERNATE F. EXT FIRE EXTINGUISHER PMP PLANT MONITORING PANEL Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FF FINISHED FLOOR PNL PANEL proper protection when location is known. APPROX APPROXIMATE FG FINISH GRADE PRCST PRECAST APVD APPROVED FHYD FIRE HYDRANT PREFAB PREFABRICATED 4. A list of representatives to contact for information regarding facilities is as follows: ARCH ARCHITECTURE, ARCHITECTURAL FL FLOOR, FLOW PRELIM PRELIMINARY ASPH ASPHALT FLEX FLEXIBLE PREP PREPARE, PREPARATION Montana One Coll System Dispatcher 1-800-424-5555 AVG AVERAGE FLG FLANGE PROP PROPERTY Northwestern Energy Malt Micklwright 582-4671 1) AT FLL FLOW LINE PRV PRESSURE REDUCING VALVE Bresnan Communications Scott Rin 585-1837 Owest Lee Gwin 58 -2355 BD BOARD FIN. FINISH PS PRESSURE SNATCH, PIPE SUPPORT BFVLV BUTTERFLY VALVE FLR FLOOR PT POINT, POINT OF TANGENCY 5. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all BETW BETWEEN FOC FACE OF CONCRETE PVC POLYVINYL CHLORIDE construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall BF BOTTOM FACE FRP FIBERGLASS REINFORCED PLASTIC PVMT PAVEMENT be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not BLDG BUILDING FSTL FABRICATED STEEL RAO RADIUS be made. BLK BLOCK FT FOOT, FEET RC REINFORCED CONCRETE 6. All backfill for utility trenches shall be Type "B", utilizing Type 1 bedding unless directed otherwise b Engineer. BLW BELOW FTG FOOTING, FITTING RCP REINFORCED-CONCRETE PIPE Y � 9 � g Y 9' BM BEAM, BENCHMARK F TO F FACE TO FACE RD ROAD, ROOF DRAIN Specified bedding shall be from 4" beneath the pipe to springline of pipe (see MPWSS STD 02221-1). The cost of ROT BOTTOM GA GAGE, GAUGE RDCR REDUCER this additional bedding shall be included in the unit price bid. BRG BEARING GAL GALLON REBAR REINFORCEMENT BAR 7. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall BRKT BRACKET GALV GALVANIZED REF REFERENCE be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CHAN CHANNEL GALVS GALVANIZED STEEL REINF REINFORCE Permit. CHK CHECK GND GROUND RELOC RELOCATE, RELOCATION CI CAST IRON GRTG GRATING REOD REQUIRED 8. All profiles represent existing ground (dashed line) and finished grade (solid line) along the alignments indicated CIMJ CAST-IRON PIPE MECHANICAL JOINT GSKT GASKET RST REINFORCING STEEL on the plans- Elevations are finished grade elevations. CIP CAST-IRON PIPE FLANGED JOINT GSP GALVANIZED STEEL PIPE RT RIGHT 9. All disturbed areas shall be seeded b the contractor in accordance with MPDES Permit. CIPC CAST-IN-PLACE CONCRETE GVL GRAVEL R/W RIGHT-OF-WAY y CIRC CIRCULAR GOB GYPSUM WALLBOARD SAN SANITARY 10. Access for other contractors working on the site and emergency vehicles shall be preserved of all times. CJ CONSTRUCTION JOINT, CONTROL JOINT HAS HEADED ANCHOR STUD SCHED SCHEDULE CL CENTER LINE HB HOSE BIB SDNM SIDEWALK 11. The contractor shall be responsible for coordination of utility(phone/power/gas/cable/fiber) installation with CLDI CEMENT LINED DUCTILE IRON HD HUB DRAIN SECT SECTION local utility companies. CLG CEILING HDW HARDWARE SHT SHEET CLR CLEAR, CLEARANCE HDR HEADER SIM SIMILAR 12. The contractor shall notify One Call ® 1-800-424-5555 for onsite utility location. All existing utilities shall be CMP CORRUGATED METAL PIPE HK HOOK SLIP SLOPE marked before digging. CMU CONCRETE MASONRY UNITS HM HOLLOW METAL SP SPACE, SPACED 13. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall CO CLEANOUT HORIZ HORIZONTAL SPEC SPECIFICATION 9 9 COB CITY OF BOZEMAN HP HORSEPOWER SPG SPACING immediately repair the damage at the contractor's expense. COL COLUMN HR HOSE RACK, HOUR SPRT SUPPORT 14. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 24" from COMB COMBINATION HT HEIGHT, HEAT TRACE SO SQUARE finished grade with Type A Backfill, utilizing Type I Bedding unless directed otherwise by Engineer. All locations shall CONC CONCRETE OR CONCENTRIC HV HOSE VALVE SO FT SQUARE FOOT be determined and field fit as directed by Engineer. CONN CONNECT, CONNECTION HVAC HEATING, VENTILATING, AND AIR CONDITIONING SO IN SQUARE INCH CONSTR CONSTRUCTION HWY HIGHWAY SST STAINLESS STEEL 15. Contractor is responsible for obtaining storm water discharge permit prior to construction. CONT CONTINUE, CONTINUED, CONTINUOUS HYD HYDRANT STA STATION CONTR CONTRACTOR ID INSIDE DIAMETER SS SANITARY SEWER 16. Contractor is responsible for obtaining street cut permits prior to construction. CORRD COORDINATE IE INVERT ELEVATION STD STANDARD 17. Where new pavement is adjacent to existing pavement. saw cut 6" minimum or as directed b the Engineer)CORR CORRUGATED IF INSIDE FACE STIF STIFFENER P a 9 P ( Y 9 ) CP CONTROL PANEL IN. INCH STL STEEL from the existing edge to provide a butt joint. Tack the sawcut edge with CSS-1h or SS-lh emulsified asphalt CPLG COUPLING INFL INFLUENT STRUCT STRUCTURE prior to placing the adjacent new pavement. Payment for saw cut & tack is included in the paving unit prices. C TO C CENTER TO CENTER INSTL INSTALL, INSTALLATION SYM SYMMETRICAL 18. Vault access paths shall be constructed with grossrood or engineer approved equal. The work shall include all CTR CENTER INSTR INSTRUMENT T&B TOP AND BOTTOM material (i.e. base and filler material) necessary to install product according to the manufacturer's specifications. CTSK COUNTERSINK INSUL INSULATE TB THRUST BLOCK CU CUBIC INT INTERIOR TBC TOP BACK OF CURB 19. Water stubs shown along Garfield Street reference the elevations of the stubs within Garfield Street. CU FT CUBIC FEET JB JUNCTION BOX TF TOP FACE CU IN CUBIC INCH JST JOIST TEMP TEMPORARY, TEMPERATURE CULV CULVERT JT JOINT THK THICK CU YO CUBIC YARD L ANGLE THRU THROUGH D DRAIN LEIS POUNDS T.O. TOP OF d PENNY(NAIL SIZE) LF LINEAR FEET T.P. OUTSIDE TOP OF PIPE DBA DEFORMED BAR ANCHOR LNTL LINTEL TOC TOP OF CONCRETE, TOP OF CURB DBL DOUBLE LONG LONGITUDINAL TST TOP OF STEEL QUANTITY SCHEDULE DIET DETAIL LP LOCAL PANEL TW TOP OF WALL DI DUCTILE IRON, DRAIN INLET LR LONG RADIUS TYP TYPICAL ITEM DESCRIPTION ESTIMATED UNIT DIA DIAMETER LT LEFT UBC UNIFORM BUILDING CODE No. QUAN TI TY DIAG DIAGONAL LVL LEVEL UG UNDERGROUND 101 72" RCP - CLASS II 1933 LF DIM DIMENSION LVR LOUVER ULT ULTIMATE 102 72 RCP - CLASS III 2028 LF DIMJ DUCTILE-IRON MECHANICAL JOINT MATL MATERIAL UTIL UTILITY 103 72" EQUIV. AR P 265 LF DIR DIRECTION MAX MAXIMUM V VALVE, VOLT 104 WOO' PRECAST CONCRETE VAULT 3 EA ON DOWN ME MACHINE BOLT VEI VALVE 105 72- TEE w 48" RISER 4 EA DR DOOR MCC MOTOR CONTROL CENTER VERT VERTICAL BOX 106 72" BENDS w 48" RISER 3 EA DWG DRAWING MCP MOTOR CONTROL PANEL VOL VOLUME 107 48"x72" ACMP 6 LF EA EACH MECH MECHANICAL VRFY VERIFY 108 GRASSROAD 1750 SF EF EACH FACE, EXHAUST FAN MFD MANUFACTURED VTR VENT THROUGH ROOF 109 12'-WIDE ALL WEATHER GRAVEL ACCESS ROAD 600 LF 71 EL, ELEV ELEVATION MFR MANUFACTURE, MANUFACTURER W WIDTH ELB ELBOW MH MANHOLE WD WOOD ELEC ELECTRIC, ELECTRICAL MIN MINIMUM W/ WITH ENCL ENCLOSE 1415C MISCELLANEOUS W/O WITHOUT ENGR ENGINEER MJ MECHANICAL JOINT WL WATERLINE EP EDGE OF PAVEMENT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WA WIRE MESH, WATER MAIN NOTE. EQL EQUAL, EQUALLY NIC NOT IN CONTRACT WS WATERSTOP, WATER SURFACE EOL SP EQUALLY SPACED NO NUMBER WSTL WELDED STEEL, WROUGHT STEEL 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR EQUIP EQUIPMENT NOM NOMINAL WT WEIGHT USE ON DRAWINGS AND TEXT", PUBLISHED BY THE EQUIV EQUIVALENT TUTS NOT TO SCALE WTR WATER AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) RECORD DRAWING EW EACH WAY OC ON CENTER WV WATER VALVE OR CONTACT THE ENGINEER. EXC EXCAVATE OD OUTSIDE DIAMETER WWP WELDED WIRE FABRIC 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE. NOT EXH EXHAUST OF OUTSIDE FACE WW1A WELDED WIRE MESH ALL ABBREVIATIONS ARE USED ON THE PLANS. EXP EXPANSION OHP OVERHEAD POWER XFMR TRANSFORMER EXP JT EXPANSION JOINT OPNG OPENING Yp YARD 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EXST EXISTING P&ID PROCESS AND INSTRUMENTATION DIAGRAM (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. VERIFY SCALE! REVISIONS DRAWN BY: JAU/JCH PROJECTNUMBER THESE 3638.005 REDUCED, PRINTS MELAY BE N1 DESCRIPTION DATE BY 901 Techno H p BOZEMAN GATEWAY NEDUCEO.LINE BELOW bgy Blvd. 'h, CHK'D.BY: NJH SHEET NUMBER MERIGINLDR ONE WIINCH ON 1 AS BUILTS 7/30A7 KMG MORRISON Errs Bozeman.MT 5971 = JAU BOZEMAN MONTANA 2 ORIGINAL Dw.wING. I surveyors - ,�pM,L �J APPR.BY: J—J screulrsrti 1D539 PE '"= DATE: 10/23/06 MAIERLE INC. Pl—r— Phone:(406)587-072 2_ DRAWING NUMBER MODIFY SCALE ACCORDINGLY! ) Fax: 587-1176 % , v (j_' QA REVIEW STANDARD ABBREVIATIONS ///��/ 1„lrr,l l,,,. r„rraxl C'urnP—Y CENSE GAL M:\363810051ACAD\PLANSVS-BUILTS1G_2 G-3.dwp PbMed by kgamradl an/ug/2/2007 �,,. ��SO-ANE .,�rr�`''n;�NA��y?` DATE: AND NOTES TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES GENERAL PIPING NOTES BOUNDARY AND/OR PROPERTY LINE I.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION x-x FENCE LINE POINTS.MINIMUM COVER SHALL BE 6'-6"UNLESS OTHERWISE SHOWN, EASEMENT LINE 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE SECTION LINE OR DLC LINE INDICATED. TYPE OF JOINT AND FIT➢NG MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. CENTERLINE (?) 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUIREMENTS BT BURIED TELEPHONE SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL OHP OVERHEAD POWER BE AS SPECIFIED. 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED ROAD (EDGE OF EXISTING PAVEMENT) WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL- } { EXISTING CULVERT 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR O FOUND MONUMENT BOX TEST PRESSURES SPECIFIED. L1 HORIZONTAL/VERTICAL CONTROL POINT 6. SYMBOLS.LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT A CONTROL POINT NECESSARILY USED IN THE PROJECT. + COORDINATE POINT 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT BORING LOCATION AND NUMBER. SEE WELDED,GROOVED END OR SCREWED PIPING,SHALL BE fwB 1 SPECS FOR BORING LOGS. PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANCES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND 32+00 SURVEY HUB AND TACK WITH STATION NOTES ON DRAWINGS. 8. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE 0 U.S. GOVERNMENT BOUNDARY MARKER. RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A FOUND C.0_E. BRASS CAP STAMPED W/NO. FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE BM-2 BENCHMARK LOCATION AND NUMBER DR SHALL BE JOINED TO THE COUPLING ADAPTOR, EASEMENT CORNER REBAR O POINT OF INTERSECTION, SET 5/8"x B. 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 1 REBAR W/L.S. CAP STAMPED C-329" 10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY P-3 PIEZOMETER LOCATION AND NUMBER APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. X 1000 EXISTING GRADE 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE CONNECTION OF THE ®1000 FINISH GRADE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND 42.6 ELEVATION ORIGINAL GROUND TO THE WORK OF OTHER CONTRACTORS,AS NOTED. 12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE EDGE OF TREES, BRUSH THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. 2" EXISTING TREE W/APPROX. TRUNK DIAMETER AND INVERT ELEVATIONS. © BUSH NEW TREE AS SPECIFIED Tr Tm SIGN, ONE POST OR TWO POST ® EXISTING MANHOLE G NEW MANHOLE III, EXISTING UTILITY OR TELEPHONE POLE '1• NEW UTILITY OR TELEPHONE POLE DITCH SHOWING DIRECTION OF FLOW GENERAL DESIGN DESIGNATIONS CREEK/RIVER W/DIRECTION OF FLOW SECTION (LETTER) OR ON DRAWING WHERE SECTION DETAIL(NUMERAL) OR DETAIL IS TAKEN: EXISTING CONTOUR DESIGNATION �� DRAWING NUMBER X_X WHERE SHOWN �11ppp�� NEW CONTOUR ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER DRAWING NUMBER S MATERIAL SYMBOLS (OR SAME DRAWING) WHERE TAKEN DETAIL AND SECTION DESIGNATION CONCRETE STANDARD DETAIL NUMBER XXXXX �STANDARD DETAIL DESIGNATION SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS GROUND SURFACE STANDARD DETAIL DESIGNATION NOTES: 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- =W■uT1, LRES ARE SHOWN IN HEAVY LINE WEIGHTS. C ORD DRAWING GENERAL NOTES: 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON STANDARD LEGEND SHEETS. THEREFORE. SOME SYMBOLS OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS MAY NOT BE SHOWN ON THE PLANS. VERIFY SCALE! REVISIONS DRAWN BY: JAUIJCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = H '�� 8.005 REDUCED.LINE BELOW 1 AS BUILTS 7/30107 KMG Ei 901 Ted.101O W&vd. %j'} �� CHK'D.BY: JAU MEASURES ONE MICN ON ��^�^ Bozeman,MT 59718 BOZEMAN GATEWAY 3s3NUM MORRISON SHEET NUMBER ORIGINAL DRAWING. -- l i s:,,�ry�„ E . APPR.BY: JAU BOZEMAN MONTANA 3 - - Sarennsts LTA w5 • .A� MAIERLE INC. Pl',����.� Phone:(406)587-072 10539 PE _� DATE: t0Y13/06 DRAWING NUMBER Moosr SCALE AccaNaNCEn — 7 Fax:(406)587.1176 p V`= QA.REVIEW MISCELLANEOUS LEGEND H 136381005WCADIPLANSIAS$UILTS1Cs2 G.1. PbpeO k d1 onA /717007 �L+TWIoym(hvned('ony�eny I�IIII, cENsc BY. AND NOTES G-3 a+9 M' gam U9 wPrwGRrc MoRwsoNw�IUE,Nc.,ww II„NAL�,. DATE: POINT NORTHING FASTING ELEVATION DESCRIPTION 1 10013.21 9993.69 4848.02 CP1 4 9842.41 8846.42 4850.49 CP4 7 9234.75 8582.39 1007.87 CP77 59 10538.67 6892.22 4835.62 CP59-R/R SPIKE 60 10085.80 11872.10 4848.15 CP6O-R/R SPIKE 61 9055.59 110005.64 4862.53 CP61-R/R SPIKE 113 10138.24 10607.79 4848.31 CP5-YPC 115 10519.14 11066.02 4842.85 CP115-YPC 117 10511.12 10166.76 4840.98 CP117-YPC CP-117 COLLEGE ST `�-59 U.S. HIGHWAY 1910CP-115 f x- -,. . OCP-60 AN 'mWr�HNO Y BLVD .a,.. �o,.. r.l y u,r u I CP-7 "r-- ------ - —— - 4 WEST GARFIELD STREET 0�-61 RECORD DRAWING HORIZ: 1" = 200' 1 1 x 17 HORIZ: 1" = 400' VERIFY SCALE! REVISIONS DRAWN BY: JCH PROJECT D05BER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 9U1 Technology Blvd. r'� CHICO.BY: NJH BOZEMAN GATEWAY REDUCED.LINE BELOW 1 AS GUILTS 7-30-07 KMG M ORRI S0 N E ee s Bozeman.MT 59710 SHEET NUMBER MEASURES ONE tiCH ON ORIGINAL Ellsor,.„y,�,. M% APPR.BY: JAIL, BOZEMAN MONTANA a MAIERLE INC. S`.r'°"` "" w DATE: 02/04/O6 Planners phone:(4061587-0721 .� 10539 PE 2, DRAWING NUMBER Fax:(406)587-1176 yr I o V= OA REVIEW CONTROL SHEET G_4 MODIFY SCALE ACCORDINGLY! :In Frry�l,,.:thr rr..lt r�nrl':u�, tt CENSE �` BY: H:\3638\005\ACAD\PLANSVAS43UILTS\G4.dwg Plotted by Nganiredt on AB9/2l2007 cony—.—SowwNLraL,tic.,aw, '���„NAL E'er DATE: O 41 � STA. 0+00 e REMOVE FLARED END-SECTION I STA. 5+61.68 W FROM EXISTING ARCHED PIPE 10'x10' PRECAST CONCRETE VAULT INSTALL 10'x10' PRECAST CONCRETE VAULT I INSTALL 562 LF OF 48" MANHOLE RISER o! r7 RIM EIEV.=4851.35 72' RCP 04+4L9F RIM ELEV.=4855.87 rr t9 11'. } �o INSTALL 600 LF OF INV. IN(W)=4044..00 4844.60 (A.B.) 0.146X (AB.) INV.= 3.64 (A .) I 1 72" RCP O—0 4 INV. OVT(S)-4A44,B64644.45 (AB.) SEE DETAIL 6 INSTALL 429 LF OF SEE DETAIL 1 � - - 6 0( 5 72" RCP O ?44'1F - - .. 0.101X (AB.) 101)• y w n 16' O �SROAO - - 1:�-WIDE GRASSROAD ACCESS TO VAULT TO BE INSTALLED :��15-WID�E ACCESS TO VAULT TO BE INSTALLED WITH SITE DEVELOPEMENT WITH SITE DEVELOPMENT._ _ -_--_- : -- - -. ._ - -- --: - I GRASSROAD 15'-WIOE GRASSROAD_ _ _ _ Ss To TO BE--III$AttElY - - - - t-/tk �CCESS-To, E7NSTACCED - ---- - - I WITH SITE DEVELOPEMENT WEST GARFIELD SWITH SITE DEVELOPEMENT FOWLER AVE — - — —— "pN7AW'FOUNW�N 9+92 (AB. STA STATE ORESERAO715 48" MANHOLE RISER ENOOW,JE T AND P O7 5g RIM ELEV-4857.00 INV. =484•} 4843.21 (A.B.) INSTALL SELF-CLEANING ® SEE DETAIL(2 ,. TRASH RACK C-4 HORIZ: 1" = 50' VERT: 1" = 5' 1 1 x 1 7 HORIZ: 1" = 100, 11x17 VERT: 1" = 10' HORIZ: 1" = 50' RECORD DRAWING VERT: 1" = 5' 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' r� m FOWLER AVENUE 1 WEST GARFIELD STREET N 4865 ^m _ _ z rr _ ~ wC, 4865 jzO - O - w N o S A 9+78 o" e<°� EXISTI G GRADE XISTING 12" STORM DRAI X-INC +Z w �� -- - - U n +a w TE 4854.73 a a p 4860 ZD n a;a i _ - - FINISHE) GRADE _ 4855 - - - - - w j TA 3+36 4855 F . i EXISTING 2" WA R SVC EXISTING 4" WATER SVC STA 7 97 a 2 z TE- 841.53 ISTING 4" EXISTI .6 WATER TUB STAIEXISTIN 8" WATER TUH _ - TE=48 .8" STA 91-15+91, 600 LF OF 72' RCP 4850 1111 O CIA (AB.) 4850 TA 2+58 STA 0+00 TO STA 2+ 6 XISTING 8" WATER STUB 26 LF 72" CP CLASS II =4846.68 STA 2+83 TO S A 10+70 STA 5+61 9+91, 4 LF OF 72' STA 00 L S+6,14O LF 72' 787 LF 72' RCP C SS II RCP MIST O 0.101 (AB.) STA 10+70 TO TA 29+63 4845 RCP I ALLED O .146X (AB 1893 L 72' RCP C ASS III A9205 4845 STA 2+ STA 2+69 TO STA 2 83 57 LF PROPOSED " SEWER X ING 4840 72" P CLASS III tE=4840.89 a - - - 4840 STA 2+51, STA 2+69 YPE A TTENCH IjACKFILL TYPE A TR£ CH BAC FILL w� PROPOSED 8" WATER X-wc EXISTING B" SEWER STu BELOW VAULT ACCESS TYPE A TRENCH BACKFILL 4835 a -4841.53 IE-4840.84 BE OW VAULT ACCESS 4835 aw w� x uw 4830 m'udqr^^dda dd od d,do d m md nm 1dn,mo d mno md m a m d r an00 0 an"' cmrnda a am� 0�n co m .Owm m m m 0 0a- m °0m m d m d m d m d m d m a a a a a a a a d d a d d a d 0+00 1+00 2+00 3+00 a+00 a0 6+00 7+00 8+00 9+00 10A 11+00 12.00 13+00 14+GO VERIFY SCALE! REVISIONS �1 THESE PRINTS Nvv BE NO. DESCRIPTION DATE BY _,c��}N.A%Uah, DIiAV/N BY: JCP/JCH PROJECT NUMBER 3638.005 REDUCED.LINE BELOW 1 ADJUSTED PIPE GRADE TO MATCH EXISTING DITCH 12l31A6 &IH En �� 901 Technology Bald. = HK'D.BY: JAU BOZEMAN GATEWAY SHEET NUMBER MEASURES RIGINA ONE INCHON MORRISON Y„s Bozeman,MT 59711h , APPR.BY: JAU BOZEMAN ORIGINAL DRAWING. 2 AS GUILTS s"^'o \ °7 Kk4G screnasrs W MONTANA s J�IMAIERLE,INc. 39 PEW.' DATE: 10/16/O6 Prann Phone:(406)587-072 DRAWING NUMBER "100Fr SCALE ACCORBNCLv! Fax:(406)587-1176 ���, , - OA REVIEW 1nr,n/n..y.•.•o»n,dcw,yw�y , EN a_' BY: FARMERS CANAL 0+00-14+00 /-+_1 HA3MODSV1CADIPLANSVIS GUILTS\FARMERS CANALSHEETS.dwg Pkxled M kpanxedl on Augl2/2007 COPYROW 0 E,INc am'1j"y,«NAL",� DATE: C 1 2! 00 r( fl (�MA ELEV.=4858.21 NHOLE RISER INV. ="02.65 4842.47 (A.B.) SEE DETAIL©. C-4 I Q, STA. 21+62.95 28 00 STA. 27+34.37 , 48' MANHOLE RISER ( ( � �C �� �J 10'z10' PRECAST CONCRETE VAULT RIM ELEV.=4857.92 RIM ELEV.-4859.02 I INSTALL 572 LF OF INV. =1041.25 4840.98 A.B. INSTALL 572 LF OF INV. =4BM-}3- 72' RCP O 9'1241F I _ SEE DETAIL 72" RCP O +4?9F ( ) -- 0.124X (A.M) 4841.76 (A.B.) 0.141X (A.B� �O SEE DETAIL. 1 ` ED D O ♦ tT O 16' O I O O O -._ - - t,,_!,,IDE 15'-WIDE GRASSROAD GRASSROAD I 15'-WIDE GRASSROAD ` ` \ \ —�- t - SS T15 VAULT TO-BE-tNSTALLED _ ---_ ID TO M4ULT TO B€-1faSTAtt€fl - -i- �+ !-A DT �- WITH SITE DEVELOPEMENT I WITH SITE DEVELOPEMENT I - WEST GAMELD STwITH SITE DEVELOPEMENT I Tr TON ENT1�00RE E15 Nb' ENpOWM BOZEk pNE�:f'L RECORD DRAWING VERT: 1" = 5' 1 107 17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' J Q WEST GARFIELD STREET z -. U Of C4 wKw 4865 N N rn m rnj �p— C� 4865 a mJ rnJm o + g o: +z +Zj No u II N w II FINISHE GRADE j 4860 a j LIP ? 4860 ST 26+49 4855 EXI TING 2" WA R SVC 4855 - - - - - - -� STA 6+47 TE 4855.18 EXIST\ G B" WATERSTUB �S 19+36 STA 2+91 TE= 55.18� 4850 E STING 8" W TER STUB TE=4 50.02 WATE STUB 4850 STA 9+91 15+91, W I LF OF 72' RCP 4845 INST LLED O 0.123X B.) STA 15 91-21+83, 572 LF OF STA 10+ 0 TO STA 2 +63 4845 893 LF 72" RCP CLASS III RCP IWTALUED O 0,141% (AB.) 4840 _ - -. _ 4840 j TYPE A TRENCH BACKF/L " TYPE A TR NCH BA KFILL TYPEA TR CH BA KFILL ae35 ` TYPE TREN BACK FILL 4835 BELOW VAU T ACC E S 0T rPE A TRENCH B CKFILL BELOW VAULT ACCESS BELOW AULT A CCESS 4830 (z Z 4830 01 NM �I� ap � N Of N tp O h + 00 N N NO, MnMr o p O Co m O m �N NN NO, u7 V7 a M N N O 'eOr nl Oi N actN 4l�j GO N t`N t`c j I� ,D N u)rj N GO N e0 ry a0 N m rj n r u) r r t` 00 OD 0D a0 OD 07 r r0 +� o0apo am °c°0a�° aW a°�d as a0ad° am e0a° as Co�i am a°+° ma co� 00e ea �� CO e� da as Ia a� �°.} �a �10 epja low 14+00 15+00 16+00 17+00 18+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 VERIFY SCALEI REVISIONS Y1, 1""r, DRAWN BY: JCPIJCH PROJECT NUMBER THESE MNTS ranr BE NO. DESCRIPTION DATE BY 901 Technology Blvd. H 4� CHKTI.BY: JAU BOZEMAN GATEWAY REDUCED.LINE BELOW 1 ADJUSTED PIPE GRADE TO MATCH EXISTING DITCH 12131/06 BJH M 0 R RI S 0 N Enp— Bozeman.MT 59718 = SHEET NUMBER I.EASURES ONE N(.H ON �O , a,,,1„O s�veyors APPR.BV: JAU BOZEMAN MONTANA 6 2 AS BUILTS 522A07 KMG w5 MAIERLE INC. SpeN1N' DATE: 10116ros I Pannnrs Phone(gg5)567-072 1 39 PE _' DRAWING NUMBER 110"y SCALE ACCOROINIGLY1 AJ FaIc(406)587-1176 o C ' QAREVIEW FARMERS CANAL 14+00-29+00 ^ .4n kmplu-.41..m.11'u,up:nn r ENS �->- BY. C-2 H:136381005,ACADIPLANSWS-BUILTS\FARMERS CANALSHEETS.dwg Pbtled by kgamradl on Aug22007 oorm c RORasoN4 E W., rrrrrr''r�H.p,�A�."��` DATE: LL A n x z 0 12' WIDE GRAVEL ACCESS ROAD TO RE INSTALLED WITH SITE DEVELOPMENT J 6 ��J � ml 1 IIIU\1 o STA. 36+34.61 LZ m � - 10'xlO' ' PRECAST R CAST8CONCRETE VAULT N Ir 847. INV.R _ +9f9:+a 4839.88 AB. IL -� I-_._ _ J m SEE OETAIL�&. ( ) 1 m �� 0 0 0 g g o0 15' o0 0 0 0 0 0 Y INSTALL 484 LF OF STA. 32+18.36 a�A� INSTALL 416 LF OF o �m� 72" RCP ®e+22% 72" RCP O 9.421216 48' MANHOLE RISER m (A.B.) 14 0.188% (A.B.) RIM ELEV-4852.83 0 o i 0.061xINSTALL 325 LF OF " , 1 72" RCP O'8"122% INV. =i6�4B�-6+4840.11 (AB.) m pro s F SEE DETAIL L 1 0.073X (AB.) C-4 N c+ CONSTRUCT 12' WIDE 00 84 GRAVEL ACCESS ROAD INSTALL 12' WIDE E„ GRAVEL ACCESS ROAD W FROM STA 39+61 - STA 42+34 C ly STA. 41+84.79 64 INSTALL 225 LF OF 10'x10' PRECAST CONCRETE VAULT STA. 39+61.47 DO 54"z88" ARCP ® '12'2ffi y RIM ELEV-4845.18 INSTALL 10'x10' PRECAST CONCRETE VAULT o INV. IN(S)=493$48"4839.42 (A.B.) RIM ELERETE VAULT �O 0.101x (A.B.) SEE DETAIN)-1839.164839.42 (A.B.) INV­ 4039:5+4839.83 (AB. 9 4 HDRIZ: ," = 50' SEE DETAIL. ' p c4 VERT: 1" = 5' o 0 0 esz u: ,X, HORIZ: 1" = 1 0 RECORD DRAWING ,1 x 17 VERT: 1" _ ,O' REMOVE EXISTING FLARED END-SECTION AND EXTEND EXISTING 48"x72" ACMP 46' 1-o�zi�r TO TIE-IN TO NEW VAULT 0.587x A.B. cavil ono > 4860 nwa w w a C6 m O II D! w > v a n a w 11 0 f Q w LJ g o m 0° 4855 4855 EXISTING OR kDE < r- m o w cort FINISHED GRADE rn+D a II w p p m +d> U 4850 4850 o Z d + a vl > a o ZO v o ? o >> N� Z Z 4845 STA 27+ 32+18, 484 LF OF 7 ' a8a5 A +18- 35. 412 1 OF 72' STA29+63 TO TA 33+18 O 0.061 (A.B.) TA 33+96 STA 39+6 RCP M1ED O .073x (AB. $TA 41+7 A.B. - 355 LF 72" RCP CLASS II 565 LF 72" RCP CLASS II TA 39+61 0 CP 0 4+8 F 54'x88" ARCP ::::2207 B. .101X (AB.) - 4840 4840 STA 331,68 S A 33+18 TO STA 33+96 78 LF PROPO D B" WATEF MAIN X-IN INV.=48]9.0 `INV.�4B3B.93 72" RCP CLASS III TE=483 .41 4939.10 (A .) LXIsnNG 'x72"ACMp 4835 4835 -- --- —--- - - - - - - - - -- w� TY A THE CH BA KFILL TYPE A TRENCH BACKFIL 4830 w a BELOW ACCESE ROAD 4830 ow wr 4825 �Z 4825 N� mn md.Omd d md UeOmed NUdOmee "�em �OedO �d00 andfdD °d°dm �eOdm °d°nOm Q0m e0°o andO0m ane00 mdo mdm IOdq a dd m ode 0�1 cde mo O D� O �O OOddD nmdd Nad6 O o oo O ozi Np n m mm m mO�mm �C) 1 d d d d d d d e d e d 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 REVISIONS ,,,-$�I'Yd�ar DRAWN BY: JCP/JCH PROJECT NUMBER VERIFY SCALE! q TRESS MINTS MAY BE NO. DESCRIPTION DATE BY -7 901 Technobgy Blvd. '' CHK'D.BY: JAU BOZEMAN GATEWAY REDUCED.LWE BELOW J■ E"g'nQe's Bozeman.MT 59718 �T�'� SHEET NUMBER MEASURES ONE INCH ON 1 ADJUSTED PIPE GRADE TO MATCH EXISTING DITCH 12I31I06 BJH M 0 RRI S 0 N ORIGINAL DRAINING. p AS GUILTS 5122107 KMG I Surveyo,s J .1E + APPR'BY: JAU BOZEMAN MONTANA 7 .,� MAIERLE INC. SC—'s 1 539 PE W� DATE: 10116/06 DRAWING NUMBER Planners Phone:(406) 7-1176 2.: 1 Fax:(406)587-1176 CIA.REVIEW FARMERS CANAL29+00-END C_3 N MODIFY SCALE ACCORDGLY! 1nI ,pinc..(wr l('urnPxny ,'r''qj NAL C�� BV: DATE: H:\3638\005IACADIPLANSVIILTS\FARMERS CANALSHEETS.dwg PkNled by kgomradl on Aug/2/2G07 covrwcNr oMl IM4WERLE.Nc..zaor IIu11�ss S$U TOPVEW TOPVEW I 10. I WEVIIEW ---1o'-T w •. 24" OPENING, 17 T 1=01LE MANHOLE. I 72" RCP 54"xB8" RING & o & o ARCP COVER COVER 48• 1 1 N" a 7�:RCP n ^ 7D0-. s LL10'XV PRECAST CONCRETE VAILT 21 TEE 4 MANHOLE RISER C 2 SCALE: 1'=5' �l p tAD. LASE OONCREIE VAULT c 2 SCALE: 1"=5' > > MANHOLE w �9•• gyp•• 54'x88• RING & 48"x72' P w ( a .' '24" OPENING ._ 1 54"x 8 ARCP COVER -24" OPENING � — L AR P i •24' OPENItr( �. 4. \ MANHOLE T. 48. " `RING & COVER 10' 48" 1 . 54"188" 72" RCP ARCP o TOP VEW 72' RCP 72" RCP 72" RCP 1 10 X1fY R'RECASi CONCRETE VAULT S VX10•PRECAST CONCRETE VAULT E: 1"=5' SCALE:1"=5' 10 FRONT NEW END VEW �- -to' --I FRONTVEW RECORD DRAWING VERIFY SCALE! REVISIONS 'I DRAWN BY: JCP/JCH PROJECT NUMBER THESEPRNTSMAYBE NO. DESCRIPTION DATE BY ;^`l�a�Y Aary''�r, REDUCED.LINE BELOW M0RRIS0N 901 Technology MT 71P - C 'D.BY: JAU 3638005 MEASURES ONE NEL ON 1 AS BUILTS srnA°7 I<Mc c„ r,eers 901 h,MT 5971 = �'� BOZEMAN GATEWAY s�•v�yos J ES v APPR.BY: SHEET NUMBER ORIGINAL DRAWM/C JAU BOZEMAN I sc�ene.,l. w= MONTANA 4 y JJIMAIERLE,INC. ; °ATE: '°/'°,� DRAWING NUMBER Planners Phone:(406)587-072�t. ' 0 9 PE Q.A.REVIEWMoony SCALE ACCORONCLYI Fax:(4°6)587-117s = DETAILS � rrrrr O.A. BY: �_4 H:'•.36381005WCAD\PLANSVIS-BUILTS\FARMERS CANALSHEETS.tlwg Plotted by kgamra0l on Augl2/2007 i;Hi �� �'r'''I��NAL�E DATE: