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Home My WebLink AboutThe Bozeman Gateway CONSTRUCTION IMPROVEMENTS FOR AllTHE BOZEMAN GATEWAY ;� W.Molnst. B4 abcock St. BEING TRACT 2A OF THE AMENDED PLAT OF WEST COLLEGE MINOR SUBDIVISION No. 195A SITUATED IN THE NORTHWEST g� �El u 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 D a k�0 OO OWNER ❑❑ MITCHELL DEVELOPMENT GROUP U.S.19t W.Colleae St []LIE PC PO BOX 7 .. .�. ^ ED GREAT FALLS, , MT 59403 PROJECT AREA Lincoln Rd. COLLEGE ST U.S, HIGHWAY 191 O.S.6 s VICINITY MAP h!owifi NO SCALE U O.S.2 LOT 17 Stucky Rd. LOTC4 LOT19 LOT 16 Z LOT C5 LOT 2 LOT 8 LOT 14 LOT 15 LOT C3 S LOT 18 LOT 20 LOT � H INDEX TO SHEETS O.S.1 O.S.10 GENERAL SHEETS —1 COVER SHEET LOT LOT C8 -2 MISCELLANEOUS LEGEND AND NOTES y� 1-3—4 STANDACONTR DSHBBREVIATIONS AND NOTES EET LOT 6 LOT C7 LOT C6 O.S.3 LOT 33 ROAD PLAN AND PROFILE SHEETS LOT LOT 34 W R-1 TECHNOLOGY BOULEVARD WEST R-2 TECHNOLOGY BOULEVARD WEST LOT 52 LOT R-3 HARMON STREAM BOULEVARD LOT 32 R-4 SOUTH 29TH AVENUE LOT 4 LOT 31 LOT 49 WATER PLAN AND PROFILE SHEETS / W-1 TECHNOLOGY BOULEVARD WEST LOT 26 W-2 TECHNOLOGY BOULEVARD WEST �i LOT 30 LOT 24 OT 25 LOT 21 °q—!� LOT 51 W-3 HARMON STREAM BOULEVARD Lp'j'28 W-4 SOUTH 29TH AVENUE O.S.7 LOT 9 "1 LOT 50 W-6 EASEMENT 1— FOWLER LOT 36 �lOG' LOT 27 LOT 22 SEWER PLAN AND PROFILE SHEETS /7 LOT 23 S-1 TECHNOLOGY BOULEVARD WEST O LOT 37 4 S-2 TECHNOLOGY BOULEVARD WEST T>T Eti 1 S-3 SOUTH 29TH AVENUE O.S.4 LOT 35 v 1� d� LOT 55 S-4 EASEMENT — LOT 10 U.S. HWY 191 LOT 54 S-5 DRIVEWAY '� T H WEST � LOT 53 S-6 EASEMENT — FOWLER LOT 38 1 S-7 HARMON STREAM BOULEVARD � LOT CI �T39 STORM DRAINAGE PLAN AND PROFILE SHEETS LOT 11 LOT C9 LOT 45 SD-1 HARMON STREAM BOULEVARD LOT 43 LOT 40 SD-2 SOUTH 29TH AVENUE LOT 44 O.S.8 LOT 46 SO MISCELLANEOUS DRIVEWAYS & [� LOT 59 LOT 60 LOT 56 TECHNOLOGY BLVD WEST ODETAIL SHEETS LOT 42 D-1 INTERSECTION DETAILS D-2 INTERSECTION DETAILS LOT 12 LOT 41 D-3 STREET CROSS SECTIONS D-4 FOWLER AVENUE MEDIAN LOT 47 LOT C2 O.S.5 LOT C10 LOT C11 O.S.9 LOT C12 LOT 58 LOT 57 LOT 13 LOT 48 HORIZ: 1" = 100' WEST GARFIELD STREET 11x17 HORIZ: 1" = 200' RECORD DRAWING VERIFY SCALE! REVISIONS DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 901 Tech ��A� 3638.006.040 REDUCED.LINE BELOW L =7 ''�i SHEET NUMBER 1 AS BUILTS 5/24/07 KMG En9/n Bozeman MI�697 8 y BlI / CHKD.BY: NJH BOZEMAN GATEWAY MEASURES ONEINCHON MORRISON sunre m JAM ES A. �� APPR.BY: ORIGINAL DRAWING. '"° ILL AN w, JAU BOZEMAN MONTANA + I �I ,I saennsra w, DATE: oznao6 uU AIERLE INC. ( ) (� 10539 PE DRAWING NUMBER Planners Phone:406 587-0721 Z: MODIFY SCALE ACCORDINGLY! 6mp y� �y Fax:(406)587-1176 ',/SS,//CENSE��1�- OA'�EW COVER SHEET le OwnedCe I-1 H:\3638WO6V+CAD\PLANS\SHEETS\RECORD\I-t.dwg Plotted by jim Ullman on Feb/17/2010 COPYR04T O uoRwaoaaw115M MIC,2CW "�`;ONA�,�`- DATE: TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES GENERAL PIPING NOTES BOUNDARY AND/OR PROPERTY LINE 1. 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 DILINE INDICATED. TYPE OF JOINT AND FITTING 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 CHIPOVERHEAD 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. 0 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 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 B-1 SPECS FOR BORING LOGS. PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES,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.O.E. BRASS CAP STAMPED W/NO. FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE BM-2 BENCHMARK LOCATION AND NUMBER OR SHALL BE JOINED TO THE COUPLING ADAPTOR. EASEMENT CORNER REBAR 9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. O POINT OF INTERSECTION, SET 5/8% 18" 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 01000 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 2" EXISTING TREE W APPROX. TRUNK DIAMETER STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIALS. / AND INVERT ELEVATIONS. 0 BUSH NEW TREE AS SPECIFIED a uu SIGN, ONE POST OR TWO POST T EXISTING MANHOLE Q NEW MANHOLE EXISTING UTILITY OR TELEPHONE POLE 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) l� OR DETAIL IS TAKEN: —1000— EXISTING CONTOUR DESIGNATION �2=� DRAWING NUMBER X-X WHERE SHOWN NEW CONTOUR ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER DRAWING NUMBER S M (OR SAME DRAWING) MATERIAL SYMBOLS WHERE TAKEN DETAIL AND SECTION DESIGNATION CONCRETE STANDARD DETAIL NUMBER XXXXX f�STANDARD DETAIL DESIGNATION SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS 111111=III 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- URES ARE SHOWN IN HEAVY LINE WEIGHTS. "CORD GENERAL NOTES: RECORD DRAWING 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 rgN o DRAWN BY: JCH PROJECT NUMBER THESE PR ,, REDUCED.INTS MAYBE LINE BELOW NO. DESCRIPTION DATE BY 3638.006.040 901 Technology Blvd. � '// SHEET NUMBER 1 AS BUILTS 5/24I07 KMG (\'� N Engineers BDzemen MT 597 8 CH(D NJH BOZEMAN GATEWAY MEASURES ONE INCH. MORRINOl\ JAMES A. APPR.BY: ORIGINAL DRAWING. SunreYnrs �� JAU BOZEMAN MONTANA z I ``I I Plan ata 0 10539ARE OATE 02/2006 DRAWING NUMBER UU MAIERLE INC. sclwPlanners Pbone:(406)587-0721 T� ? MISCELLANEOUS LEGEND MODIFY SCALE ACCORDINGLY! Fax:(406)587-1176 'rs /CENSF-� �;- An Smpluyae-ow�acero�ay /, BY: AND NOTES I-2 H:\3638\OO6WCAD\PLANS\SHEETS\RECORD\I-2 1-3.dwg Plotted by Jim Ullman on FebN 712010 eYdys C W_� ,I N111— DAB ABBREVIATIONS GENERAL NOTES AB ANCHOR BOLT EXT EXTENSION, EXTERIOR PC POINT OF CURVE 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard ABDN ABANDON F FLANGE PCP PLANT CONTROL PANEL Specifications, Fourth Edition, January, 1996 MPWSS Addendum No. 1 dated June 1, 1998 and Addendum No. 2 doted ABV ABOVE FAB FABRICATE PE PLAIN END May 8, 2000 and City of Bozeman Modifications to the Montana Public Works Standard Specifications including AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FB FLAT BAR, FACE BRICK PEN PENETRATION Addendums No. 1, No. 2, & No. 3(C.O.B. Modifications). ADDL ADDITIONAL FC FLEXIBLE COUPLING PERP PERPENDICULAR ADJ ADJACENT, ADJUST FCA FLANGE COUPLING ADAPTER PH PIPE HANGER 2. Water Main Pipe Material shall be as specified on the plans. All Water Main shall be installed with a minimum ADPTR ADAPTER FD FLOOR DRAIN PI PRESSURE INDICATOR, POINT OF INTERSECTION cover of 6.5 feet with respect to finished grade. AFF ABOVE FINISHED FLOOR FDN FOUNDATION PJF PREMOLDED JOINT FILLER ALP ANCHOR FES FLARED END SECTION PL PLATE, PROPERTY LINE 3. Maintain 18" (Vert.) separation between all water main and all sewer main. ALUM ALUMINUM FET FLARED END TERMINAL PLYWD PLYWOOD 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, ALT ALTERNATE F. EXT FIRE EXTINGUISHER PMP PLANT MONITORING PANEL as determined by Owner and the Engineer. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FF FINISHED FLOOR PNL PANEL APPROX APPROXIMATE FG FINISH GRADE PRCST PRECAST 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field APVD APPROVED FHYD FIRE HYDRANT PREFAB PREFABRICATED verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ARCH ARCHITECTURE, ARCHITECTURAL FL FLOOR, FLOW PRELIM PRELIMINARY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ASPH ASPHALT FLEX FLEXIBLE PREP PREPARE, PREPARATION proper protection when location is known. AVG AVERAGE FLG FLANGE PROP PROPERTY 6. A list of representatives to contact for information regarding facilities is as follows: AT FILL FLOW LINE PRV PRESSURE REDUCING VALVE BD BOARD FIN. FINISH PS PRESSURE SWITCH, PIPE SUPPORT Montana One Call System Dispatcher 1-800-424-5555 BFVLV BUTTERFLY VALVE FLR FLOOR PT POINT, POINT OF TANGENCY Montana Power Co. Matt Micklwright 582-4671 BETW BETWEEN FOC FACE OF CONCRETE PVC POLYVINYL CHLORIDE Bresnan Communications Scott Adolf 585-2355 BF BOTTOM FACE FRP FIBERGLASS REINFORCED PLASTIC PVMT PAVEMENT BLDG BUILDING FSTL FABRICATED STEEL PAD RADIUS 7. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all BLK BLOCK FT FOOT, FEET RC REINFORCED CONCRETE construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall BLW BELOW FTG FOOTING, FITTING RCP REINFORCED-CONCRETE PIPE be repaired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not be made. BM BEAM, BENCHMARK F TO F FACE TO FACE RD ROAD, ROOF DRAIN BOT BOTTOM GA GAGE, GAUGE RDCR REDUCER 8. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. BRG BEARING GAL GALLON REBAR REINFORCEMENT BAR Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The BRKT BRACKET GALV GALVANIZED REF REFERENCE cost of this additional bedding shall be included in the unit price bid for water and/or sewer main. CHAN CHANNEL GALVS GALVANIZED STEEL REINF REINFORCE CHK CHECK GND GROUND RELOC RELOCATE, RELOCATION 9. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. CI CAST IRON GRTG GRATING READ REQUIRED modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. CIMJ CAST-IRON PIPE MECHANICAL JOINT GSKT GASKET RST REINFORCING STEEL personnel only. CIP CAST-IRON PIPE FLANGED JOINT GSP GALVANIZED STEEL PIPE RT RIGHT CIPC CAST-IN-PLACE CONCRETE GVL GRAVEL R/W RIGHT-OF-WAY 10. All fire hydrants shall be installed in accordance with C.O.B. Std Dwg No. 02718-4. CIRC CIRCULAR GWB GYPSUM WALLBOARD SAN SANITARY 11. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in CJ CONSTRUCTION JOINT, CONTROL JOINT HAS HEADED ANCHOR STUD SCHED SCHEDULE conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. CL CENTER LINE HE HOSE BIB SDWK SIDEWALK CLDI CEMENT LINED DUCTILE IRON HD HUB DRAIN SECT SECTION 12. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall CLG CEILING HDW HARDWARE SHT SHEET be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CLR CLEAR, CLEARANCE HDR HEADER SIM SIMILAR Permit. CMP CORRUGATED METAL PIPE HE HOOK SLP SLOPE CMU CONCRETE MASONRY UNITS HIM HOLLOW METAL SP SPACE, SPACED 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments CO CLEANOUT HORIZ HORIZONTAL SPEC SPECIFICATION indicated on the plans. Elevations are finished asphalt elevations. COB CITY OF BOZEMAN HP HORSEPOWER SPG SPACING COL COLUMN HR HOSE RACK, HOUR SPRT SUPPORT 14. All disturbed ores shall be seeded by the contractor in accordance with MPDES Permit. COMB COMBINATION HT HEIGHT, HEAT TRACE SO SQUARE 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all times in GONG CONCRETE OR CONCENTRIC HV HOSE VALVE SO FT SQUARE FOOT accordance with the concurrent construction plan provided in the project manual. CONN CONNECT, CONNECTION HVAC HEATING, VENTILATING, AND AIR CONDITIONING SO IN SQUARE INCH CONSTR CONSTRUCTION HWY HIGHWAY SST STAINLESS STEEL 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility CONT CONTINUE, CONTINUED, CONTINUOUS HYD HYDRANT STA STATION companies. CONTR CONTRACTOR ID INSIDE DIAMETER SS SANITARY SEWER COOED COORDINATE IE INVERT ELEVATION STD STANDARD 17. The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be CORR CORRUGATED IF INSIDE FACE STIF STIFFENER marked before digging. CP CONTROL PANEL IN. INCH STL STEEL 18. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall CPLG COUPLING INFL INFLUENT STRUCT STRUCTURE immediately repair the damage at the contractor's expense. C TO C CENTER TO CENTER INSTL INSTALL, INSTALLATION SYM SYMMETRICAL CTR CENTER INSTR INSTRUMENT T&B TOP AND BOTTOM 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed CTSK COUNTERSINK INSUL INSULATE TB THRUST BLOCK LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See CU CUBIC INT INTERIOR TBC TOP BACK OF CURB measurement and payment in the specifications. CU FT CUBIC FEET JB JUNCTION BOX TF TOP FACE CU IN CUBIC INCH JET JOIST TEMP TEMPORARY, TEMPERATURE 20. Water and sewer service lines shall be extended to 36 LF from the centerline of the street unless noted CULV CULVERT JT JOINT THK THICK othewise. CU YD CUBIC YARD L ANGLE THRU THROUGH D DRAIN LEE POUNDS T.O. TOP OF 21. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. d PENNY(NAIL SIZE) LF LINEAR FEET T.P. OUTSIDE TOP OF PIPE 22. All utility conduits for irrigation, electrical, gas, phone, CATV, etc... shall be buried a minimum 24" from SEA DEFORMED BAR ANCHOR LNTL LINTEL TOG TOP OF CONCRETE, TOP OF CURB finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations are DBL DOUBLE LONG LONGITUDINAL TST TOP OF STEEL shown approximate and shall be field fit as directed by Engineer. SET DETAIL LP LOCAL PANEL TW TOP OF WALL DI DUCTILE IRON, DRAIN INLET LR LONG RADIUS TYP TYPICAL 23. Maximum top elevations provided for water main construction represent the minimum top elevation at the DIA DIAMETER LT LEFT UBC UNIFORM BUILDING CODE location identified to achieve the required 6.5' cover based on planned street elevations without allowances for DIAG DIAGONAL LVL LEVEL UG UNDERGROUND construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe DIM DIMENSION LVR LOUVER ULT ULTIMATE is achieved. DIMJ DUCTILE-IRON MECHANICAL JOINT MATL MATERIAL UTIL UTILITY SIR DIRECTION MAX MAXIMUM V VALVE, VOLT 24. The contractor is to install a 4" double yellow center line on Technology Blvd., Harmon Stream Blvd., and on DN DOWN MB MACHINE BOLT VB VALVE BOX South 29th Ave. The contractor shall also paint 4" white parking stripes along Technology Blvd. and South 29th DR DOOR MCC MOTOR CONTROL CENTER VERT VERTICAL Ave.. The parking stripes shall be 16 feet long, at a 45` angle to the curb, and spaced 12.7' apart. DWG DRAWING MCP MOTOR CONTROL PANEL VOL VOLUME EA EACH MECH MECHANICAL VRFY VERIFY EF EACH FACE, EXHAUST FAN MFD MANUFACTURED VTR VENT THROUGH ROOF EL, ELEV ELEVATION MFR MANUFACTURE, MANUFACTURER W WIDTH ELB ELBOW MH MANHOLE WD WOOD ELEC ELECTRIC, ELECTRICAL MIN MINIMUM W/ WITH NOTE: ENCL ENCLOSE MISC MISCELLANEOUS W/O WITHOUT 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR ENGR ENGINEER MJ MECHANICAL JOINT WL WATERLINE USE ON DRAWINGS AND TEXT", PUBLISHED BY THE EP EDGE OF PAVEMENT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WM WIRE MESH, WATER MAIN AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) EQL EQUAL, EQUALLY NO NOTIN CONTRACT WS WATERSTOP,STEEL, WATER SURFACE OR CONTACT THE ENGINEER. C O RD D R-AWIN G EQL SP EQUALLY SPACED NO NUMBER WSTL WELDED STEEL, WROUGHT STEEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EQUIP EQUIPMENT NOM NOMINAL WT WEIGHT ALL ABBREVIATIONS ARE USED ON THE PLANS. EQUIV EQUIVALENT NTS NOT TO SCALE WTR WATER EW EACH WAY OC ON CENTER WV WATER VALVE 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS EXC EXCAVATE OD OUTSIDE DIAMETER WWF WELDED WIRE FABRIC (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE EXH EXHAUST OF OUTSIDE FACE WWM WELDED WIRE MESH SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. EXP EXPANSION OHP OVERHEAD POWER XFMR TRANSFORMER 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, EXP JT EXPANSION JOINT OPNG OPENING YD YARD FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED EXST EXISTING P&ID PROCESS AND INSTRUMENTATION DIAGRAM JUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000. VERIFY SCALE! REVISIONS �] DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = ��"'�''� 3638.006.040 REDUCED.ONE NCH O 1 AS BUILTS 5124107 KMG BDzen 901 Technology MT 597 8 CHKT).BY: NJH BOZEMAN GATEWAY MORRISON Engineers = 'h SHEET NUMBER MEASURES ONE INCH ON " ORIGINAL DRAWING. SuNe}roIs !A JUM MAN' w APPR.BY: JAU BOZEMAN MONTANA 3 LI ` Saeners ;O 10539 PE W, DATE:02/2008 DRAWING NUMBER IU MAIERLE INC. Flemla's Phone:(406)587-0721 �11 o ? CA REVIEW STANDARD ABBREVIATIONS MODIFY SCALE ACCORDINGLY! Fez:(406)587-1176 r�S EO C9= T AD Emp�D3'ee-odcDm�Dy 4r CENS 1 <<<S� BY: AND NOTES -3 H:T3638t006VACAD\PLANS\SHEETS\RECORD\I-21-3.dwg Plotted byjlm ullman on Feb/17/2010 CDPYfIIDHf 0 MDRRIBDNMNEI3E,II now 'ONA�_ DATE: CITY ❑E B❑ZEMAN DATUM - BENCHMARKS P❑INT N❑RTHING EASTING ELEVATI❑N DESCRIPTI❑N CP1 10013.21 9993,69 4848.02 BM1 CP3 10487.79 8380,50 4839,53 BM3 CP4 9842.41 8846,42 4850.49 BM4 CP59 10538.67 6892,22 4635.62 BM59-RR SPIKE CP60 10085.80 11872,10 4848A5 BY60-RR SPIKE CP61 9055,59 11005,64 4862.53 BM61-RR SPIKE CP113 10138.24 10607.79 4848.31 BM113-YPC RECORD DRAWING CP117 105i9J4 10166,76 4840.98 BM117-YPC CP117 10511,12 10166J6 4840,98 BM117-YPC HYD "A" 9930.53 8585.03 4854.40 NEW HYDRANT HYD "B" 9919.56 8807.04 4850.26 NEW HYDRANT HYD "C" 10064.78 8825.67 4849.10 NEW HYDRANT HYD "D" 10001.03 9220.43 4850.32 NEW HYDRANT HYD "E" 9883.57 9538,77 Not Constructed NEW HYDRANT HYD "F" 9789.98 9883.04 Not Constructed NEW HYDRANT HYD "5" 9830,75 10308.99 4854.46 NEW HYDRANT HYD "H" 9856.87 10596.46 4852.95 NEW HYDRANT HYD "I" 9942.19 10761,64 4853.99 NEW HYDRANT HYD "J" 10249.95 9112.60 4846.80 NEW HYDRANT HYD "K" 10182.69 9250,98 4849.00 NEW HYDRANT HORIZ: 1" = 200' HYD "L" 9545.66 9124,20 4855.70 NEW HYDRANT 11x17 HORIZ: 1" = 400' HYD "M" 9712,86 8616,66 4853.30 NEW HYDRANT HYD "N" 8 8617,93 4856,75 NEW HYDRANT HYD "❑" 10335.0335,84 9400,92 4846,16 NEW HYDRANT ' HYD "P" 10336.57 9637,93 4843.20 NEW HYDRANT i HYD "Q" 10337.42 991b,93 4845,30 NEW HYDRANT ' HYD "R" 10338.23 10242.94 4847.60 NEW HYDRANT HYD "S" 10054,77 10328.79 4851.65 NEW HYDRANT CP-117 - _____ HYD T" 9493.29 10372.52 4856.60 NEW HYDRANT _, COLLEGE ST MCP-59 -� -----U.S. HIGHWAY 1-- MC oas _-- oas -G� -- P-115 torn �/ I r.QfCl r.01'19 I HY t�,u taro 1. 2 rsrcs � tofu HY „p� H I9,0 ta'R8 I os l I aau D ' 0 ' LOTs J YD "K" wra Lal'9 �V mn CP wn O11 mu eCP-60 rnrr HYD "C" wra HYD "S HYD 'D' rarer W tors) rorr un9 Q CP-1y /� tars rare x a tars) > wru D "I" ',HYD .. taro Oyu wrs taro Y E„ lora 0 0a9 ,b tars rmn �EOHNOLOC HYD F" raaa HYD "G" HY �rs z wru Q r BLPD EST C HYD "M" wrcl �C wrs rare uaU ara for tma rams '$ � tors raro wrs 0 HYD L sorer corn -41 �HYD "T" HYD "N" reran corer oas rgrq -.1 �y -co wrs wrn soru ror� WEST GARFIELD STREET OCP-61 VERIFY SCALEI REVISIONS DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY I .:`,�a�1 Aa�'I', 3638.006.040 REDUCED.LINE BELOW 1 AS GUILTS S124/07 KMG J Engineers 901 Technology Blvd. CHMD.BY: NJH BOZEMAN GATEWAY MEASURES ONE INCH ON M 0 RRI S 0 N Bozeman,MT 59718 = '; SHEET NUMBER ORIGINAL DRAWING. saNeyOrx �� dAMes A. �% APPR.BY: JAu BOZEMAN MONTANA a I Scientists ;� LLLMAN w; �J MAIERLE INC. ,0539 PE "' DATE: 02I04/06 DRAWING NUMBER Planners Phone:(406)567-0721 'I EW MODIFY SCALE ACCORDINGLY] 7 Fax:(406)587-1176 ��`", 4�ceNSE° �? O'A'REVI CONTROL SHEET anEmluoy�-OwnedCumpeny S�ONAF�_ BY: -4 H:\3638\006\ACAD\PLANS\SHEETS\RECORD\I-4.dwg Plotted byjim Ullman on FebN7/2010 COPYRIGHT O MORMS0*MIERLE,INc tm0 'II""k, .��` DATE: ROADWAY COORDINATE TABLE STATION NORTHING EASTING DESCRIPTION \ / 0+00.00 9888.34 8528.92 CL FOWLER AVE \ 6 STA.\\ 6+76.81 TEC OiLO Y- 0+33.80 9891.95 8562.52 BEGIN CONSTRUCTION\\ TA. 7+66.�1,.9dARM) $T A 1+00.00 9899.01 8628.35 PC HORZ. CURVE 2+39.17 9937.39 8761.39 PT HORZ. CURVE (AB.) J I TECHNOLOGY/HARMO R 3+66.10 9993.15 8875.42 PC HORZ. CURVE (AB.) I J = I INTERSECTION SEE OFT IL Q 5+76.81 10014.50 9080.71 PT HORZ. CURVE \ 111 Y LOT 32 6+76.81 9990+00 9177.66 CL HARMON STREAM BLVD \\ --___ 30' ' 8+01.76 9959.38 9298.81 PC HORZ. CURVE STA. 7+26 8+87.38 9931.42 9379.62 PT HORZ. CURVE INSTALL 70 LF OF LOT 31 c• \ f i w�'N 1 12" & 18" HDPE NOLOGY/ � -+�-- UTILITY C NDUITS ,y \ SECTION E E AIL o � ,� • �� • - �.5' _ LOT 30 ^ \\ LOT 28 r ^ \\\ LOT 29 STA. 0+ 0.00 TECHNOLOGY= 'a • O O STA. 5+7 LOT 9 STA 5+7 \ Q INSTALL (2) 50LF OF 24" R J ii b' _ E.(W)=4844.35( �l / --3TfC 0+55 LB.(B)-4843.95( .9 v / LOT 36 1 ---- _ 12"(x3) & 18" HDPE / / Q UTILITY CONDUITS [I BEGIN CONSTRUCTION. A / STA. X+XX : JJ pT 37 STA +XX I Ne'as' CONNECT TO EXISTING ASPHALT, 0.3.4 / Q, LOT 35 INSTALL (2) 79LF OF 59"x36 AR I I I II a.o' CURB & GUTTER AND SIDEWALK. / / e LOT 10 y LOT C1 ° n n i l �l ��1 ^�l LOT 38 LOT 39 H0 RRIT: 11„ 50' HIGH POINT ELEV = 4849.72 1 1 x17 HORIZ: 1" = 100' LOW POINT ELEV = 4847.93 HIGH POINT STA = 5+34.31 1 1 x17 VERT: 1" = 10' LOW POINT STA = 3+11.78 PVI STA = 5+59.31 PVI ETA - 2+93. 5 P0 ELE = 4 50.22 PVI E EV = 4847.56 A.D. _ -3 00 TECHNOLOGY BLVD WEST .D. = 3.00 K 50. 0 N = 36.67 4860 iD °J 4860 ro a if1 cp M N M n) p6 of N pj of oo o6 +W ob+W 4855 > a + m a a +ro 4855 N 6j In w Iii > �� w ¢w w¢w AS HALT CL 00 > m U > w w In w w In w w >> 4850 4850 CA 4845 i 4845 EXI TING 140010 4840 4840 4835 4835 z CUR 4830 o J a 4830 0 0 + 4825 w w 4825 ON N M O M M ^M 0 M D M OJ M OJ M OJ O O N 00 N O h N M O OJ fD M mO� OfD aN O ^ N N O W o O o r'1 u)o6 �o �o ��6 � na�6 1p r�0 0�,11 �, �, Oa O4 a nn " " O N5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10-1) 11+00 12+00 VERIFY SCALEI REVISIONS b�(AyA"' DRAWN BY: JCP/JCH PROJECT NUMBER �'IIb THESE PRINTS MAY BE NO. DESCRIPTION DATE By = a / BOZEMAN GATEWAY 3636.006.040 REDUCED.LINE BELOW JORRISON 901Teohnology BlW. CHK'D.BY: NJH MEASURESONE mCH ON 1 AS BUILTS 5/24I07 KMG Engineers Bozeman,MT 59718 r ', ROADIMPROVEMENTS SHEETNUMBER owclNUDRAWIND. Surve}rors UMMAN' APPR.BY: JAUBOZEMAN MONTANA 5 Planners ;O 10539 PE , DATE:2101108 DRAWING NUMBER IJL,IAIERLE INC. Planners Phone:(406)587-0721 =� MODIFY SCALE ACCORDINGLY! 7 Fax:(406)587-117s /�s /CENSER G= °A�^ TECHNOLOGY BLVD WEST D An Employee-Owwd company //IS�o �.= BY: STA 0+00-11+50 R-1 H:\3638\006WCAD\PLANS\SHEETSURECORD\R-iR-2.dwg Plotted by Jim Ullman on Feb/18/2010 covml 0MORRI awERLL INC.ONS <<iiNA��,.��` DATE: `,ter -��—r- I I I I I 51 1 LOT 29 LOT 28 LOT LOT 24 1 25 LOT 21 Lor so O.S.7 TECHNOLOGY/S. 29TH AVE \ INTERSECTION SEE DETAIL� STA. 18+92.40 TECHNOLOGY= a '- w STA. 5+70.24 S. 29TH AVE I ; ,R o STA. 23+51.14 END ASPHALT, CURB, 1�Q LOT 23 -o LOT 22 w ' GUTTER AND GRAVEL w oo -ol SECTION - TECHNOLOGY BLVD LOT 27 ° �w n \ 1 TECHNOLOGY BLVI I WEST _ — 1 (35' TBC - TBC) 1 5 to _____ _ _ _ w LOTS5 I �\\ w O Lor K— w w w w a O O1 LOT 5 / LOT39 _ ----- ; STA. 18+44 INSTALL 70 LF OF a 12"(x3) & 18" HOPE W UTILITY CONDUITS ; n11 LOT4O STA. 14+66 I I=45 rn NSTA L+(2) 84LF 0 0" RCSTA P LOT 59 ROADWAY COORDINATE TABLE LD•r 46 STATION NORTHING FASTING DESCRIPTION O.S.8 I � � �; 17+87.28 9794.29 10248.29 PT HORZ. CURVE HORIZ: 1" = 50' 18+92.40 9818.94 10350.45 1 CL S. 29TH AVE VERT: 1" = 5' HIGH POINT ELEV = 4+75.1 RECORD DRAWING 22+51 14 9924 76 10796. 2 .C CURVE CURVE HIGH POINT STA = 14+75.19 23+51.14 9924.76 10796.82 PT HORZ. CURVE - END CONST. 1 1 X17 HORZ: 1" = 100' PVI STA = 14+78.31 1 1 x17 VERT: 1" = 10' PVI ELEV = 4856.21 LOW DINT ELEV 48510.55 TECHNOLOGY BLVD WEST LOW DINT STA = 21+1 .03 P I STA 4865 P I ELE = 4 50.44 4865 A.D = 1. 5 co N N N '6 o K 41. 8 v n 4860 II II o N o II II + 4860 w m > > m _a ~ wI A PHALT CL p II II II II o "o > +m + a w a ww�w N N 4855 0. 57 >>-> a Ins rn 4855 a v >m > >> 4850 — 4850 D 4845 IL 4845 4840 N 4840 W N N Q M N N w 4835 w 4835 z_rn emu) 4830 u' Z @ 4830 �N mM OM Of O 00� OOJ Ot0 OM ^M ^� NO �� n0 N� ^O �O� NOJ u)^ rM �� M ^N �M �� M MN �� M gyp) �(p �M NOS O(O �N Oh O(O 00 �(O ^N ^O� t0� n� OJ^ Oa N0, .7 r O M f u) . W O N �� u1 W .' O O) E cD M � .T .n .� .M � ,OJ �u) N m N M OJ c0 � � m t0 Wa Oy Oa Ou) O� u) m� Muj Ou) n� m� Ouj OL6 Ou) u) a a a a M u)M O� ON ON O�.j Or:T Or�2 O O O O OD M O� OD O� -g Qi M ' O Qi� M o o MM WMemu) WMemu) p�u) emu) emu) WMemu) WMemu) emu) roMemu) emu) emu) emu) emu) emu) emu) of u) emu) emu) emu) emu) em � emu) emu) �� N �Nemu) Eg Nu) N �ro �ro � � � � � a� �roa a a a a a a a a a a a a a a 12+00 13+00 14+00 15+00 16+00 1?-00 18+00 19+00 20+00 21+00 22+00 23+00 VERIFY SCALE! REVISIONS O)tAjj DRAWN BY: JCP/JCH PROJECT NUMBER �''bi THESE PRINTS MAY BE NO. DESCRIPTION DATE By a BOZEMAN GATEWAY 3638.006.040 REDUCED.ONELINEINCH MORRISON Bozeman, man, T Blvd. CHK'D.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5/24I07 KMG Engineers Bozeman,MT 59718 r" ', ROAD IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Su"Yom !A JAMS A. w APPR.BY. JAU BOZEMAN MONTANA 6 Saentists ;O 10539 PE ws DATE.,�1� DRAWING NUMBER Planners Phone:(406)587-0721 = QA REVIEW L,JI� AIERLE INC. ;� TECHNOLOGY BLVD WEST MODIFY SCALE ACCORDINGLY! Fez:(406)587-1176 r�I 'ICENSED G- R_An Employee-Owned company ',,S/� �., BY: STA 11+50-END l� 2 H:\3688\006\ACAD\PLANS\SHEETS\RECORD\R-i R-2.dwg Plotted by Jim Ullman on Feb/18/2010 coPrRI 0 MDRRIBONMMERLL INC.,2010 ««NAB,"" DATE: ROADWAY COORDINATE TABLE STATION NORTHING EAST I NG DESCRIPTION 0+00.00 9239.28 9146.33 CL GARFIELD ST II II w w- 0+20.50 9259.78 9146.16 BEGIN CONSTRUCTION 1+32.50 9371.78 9145.24 PC HORZ. CURVE M M/GARFIELD / \\\\ O.S.4 1 1 1+95.86 9434.00 9134.77 PT HORZ. CURVE Q IM ON SEE DETAIL, \ INSTALL 70 L t I LOT6 111111 2+45.86 9481.38 9118.81 PC HORZ. CURVE i D-2 O.S.S / 12"(x3) & 18 P �/ 4+41.07 972L24 9156.38 PT HORZ. CURVE urlurr coNb r I ' 6+41.07 9866.71 9156.38 PC HORZ. CURVE HARMON STREAM BLVD / I REA /TECHNOLOGY 6+66.23 9891.25 9161.90 - HORZ. CURVE u --- - \ (35' TBC - TBC) a I INTERSEC TAIL \ v / 02 7+66.23 9990.00 9177.66 CL HARMON STREAM BLVD +'� '�' --� ---- / / D-1 7 8+82.19 10104.51 9195.94 PC HORZ. CURVE 0000, 9+28.50 10148.40 9210.13 PT HORZ. CURVE 0.3.3 9+78.50 10193.04 9232.64 PC HORZ. CURVE 11+64.89 10372.72 9275.47 PT HORZ. CURVE 13+17.38 10525.21 9275.63 END CONSTRUCTION o y w \\\\ S 62LF OF 36 RCP I\\ I I TA N +l 7.38 TION. U �\ o w O N T TO EXISTING ASPHALT, w \ �ii f / U dk GUTTER AND SIDEWALK. F, STA. 0+38 Q co \\\ -- \ II O. 2 / Q 12"(x3) & 18" HDPE w + F � UTILITY CONDUITS 50 1O3 A �STkU NBTEG� N _-- -_- m STA. 7+6 .23 HARMON STREAM= w "' CONNECT TO EXISTING ASPHALT, ST 6+76.31 TECHNOLOGY Q CURB & GUTTER AND SIDEWALK. LOT 36 j ,q LOT 32 C6* o I o LOT 33 1 1 / � / INSTALL 0 LF 0 I i 17Ui 2", ILITY CO& O C HDPE I / ti � II�II UTNDUITS t 1 0 STREAM/US. HWY 191 fJ ON SEE DETAIL LOT 42 LOT 37 M (n LOT 14 D 2 HORIZ: 1" = 50' VERT: 1" - s' 1 1 x17 HORIZ: 1" = 100' RECORD DRAWING o 11x17 VERT: 1" = 10' O HARMON STREAM BLVD P STA 10+50 _- PVI ELEV 484 .06 _ 4860 A. -1.3 1 STA4860 > K = 5.80 6.77 0 0 60 VC - 4855 _ 4855 N � Q O O 6 VI a +C O p > ASPHALT CL 4850 > GJ rii .. 4850 > >U n EXISTING C OU D m I 4845 2 4845 4840 4840 4835 li li 4835 � a 4830 a 4830 O M O N H H 4825 w w 4825 p�W nNa �OJ Na MMof OJ Oa of Na of�Na N^ MO Nof�O Oof O ^of NO ro7f To Orof[oD �of ro7 WOJ� �of WW �of NOJ �of rO7J NOi!1 NOJ.a�m OoJf aT Oof� ro7f a� NOof 4o O ON m m N N NwN fa fa ffa aN7N N O Nof mNW a a a a a a a a a a a a a a a a a a a a a a a a a a a 0+00 1+00 2+00 3+00 4+00 5+00 0+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALE! REVISIONS ZjTI'�%i" DRAWN BY: JCP/JCH PROJECT NUMBER �'IIb THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = a / BOZEMAN GATEWAY 3638.006.040 901 REDUCED.LINE BELOW Bozeman,MT BNd. CHK'D.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5124107 KMG Engineers Bozeman,MT 59718 r ', ROAD IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Su"Yors A JULLMAN. ' APPR.BY JAUBOZEMAN MONTANA 7 Saendsts ;O10539 PE , 2A1/OBDRAWING NUMBER ]MORRISON MAIERLE INC. Planners Phone:(406)587-0721 =� MODIFY SCALE ACCORDINGLY 7 Fax:(406)587-117s //'�s /CE NSE� G= Q'� HARMON STREAM BLVD An Employee-Owwd company / S �.= BY: STA 0+00-END R-3 H:\3638\006WCAD\PLANS\SHEETSU2ECORD\R-0.dwg Plotted by jim ullman on Feb/18I2010 covrRl 0 wawsanMAIERLL INC..zoy �,iiNA��,.��` DATE: I I I pJA o+ \ \ S. 29TH AVE/COLLEGE r 29TH AVE/GARFIELD \ \ T RSECTION SEE DETAIL 4 / IN ERSECTION SEE DETAIL 3 \ \ LOT 22 S. 29TH AVE/TECHNOLOG LOT48 D 2 4 ILL RSECTION SEE DETAIL3 STA. 0+40 3+30 \ \ LOT 21 INSTALL 70 LF LL 70 LF OF \ \ 6 1 (A.B.) 1 2'(x2) & 18" STA. / 18" HDPE \ 1 LOT20 LOT O.S.6 UTILITY CONDUIT INSTAL ff F UTILI CONDUITS \ 12 &---------- — � UTILS 4 I4 W a 30' w w w w w w w w w w w w w w w O N A N 60 O W Ll Q o o o C f y — -- fc \\ 6y \ (35' TB I STA. 12+07 I INSTALL 70 LF OF a STA. 5+70.24 S. 29TH AVE= \ c� I 12" & 18" HOPE IB R STA. 18+92.40 TECHNOLOGY ,z I UTILITY CONDUITS o STA. 13+15.82 STA. 0+20.50 LOT53 \\ o I END CONSTRUCTION. Q i BEGIN CONST ON. n / \ CONNECT TO EXISTING ASPHALT, CONNECT TO XFSTING A LOT 59 \\ > 49 \ CURB & GUTTER AND SIDEWALK. CURB & GU ND SI E LOT50 I i F77=1= y \ ! / II ROADWAY COORDINATE TABLE LOT58 STATION NORTHING EASTING DESCRIPTION \ no 0+00.00 9248.70 10352.19 CL WEST GARFIELD ST HORIZ: 1" = 50' 0+20.50 9269.20 10352.13 BEGIN CONSTRUCTION VERT: 1" = 5' 5+70.24 9818.94 10350.48 CL TECHNOLOGY BLVD WEST 1 1 x17 HORIZ: 1" = 1 00' 13+37.98 10564.51 10348.25 CL COLLEGE ST o 11x17 VERT: 1" = 20' 0 N o SOUTH 29TH AVE P I STA = „+25 = 4860 _ N PVI ELEV 484,09 = + 4860 d co v D. _ —0.8 = II II K = 0.92 .0 > 4855 — 4855 O d- > AS HALT CL =4850 0 w + m4850 CnR mv w U _ > m U F _ W 4845 — 4845 _ — 0. % 0. — — I 4840 4840 4835 4835 m } ri 0k m 0, �J x� 4830 a w 4830 o a1111111'"41111 rn O Nor 7 Z o D + + M F H 4825 W u' 4825 M m m m OJ OJ m m m m m OJ OJ m m OJ OJ OJ OJ m OJ OJ OJ OJ m OJ � 01 � m � T C m � m � T � 01 C m � m � � M m �(l M N � O No �m c0� M� OWN vo �m r. M� OWN (0o N^ OEM if)O Nm OJM M� Oho tON if)� t02 OJN �m NN OJT Mm Oda t0� if)^ �a NO O� h� t0� if)� 00 N� if1 MN) OJ OJ I� r r <O . c0 N N N M M M N N O o Q1 Q1 T OJ ' m m r N� mN NN NN NN MN N� N� M� N� Na i(lM NM mM NM NM NN mN mN �N �Nvo min mM mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mug mN min min min my ma ma ma ma ma my ma ma ma my me ma ma ma m� m� m� ma m� m� mom �m �m �m �m �m �m �m �m �m �m �m �m �m Sao Sao Sao aao Sao Sao Sao Sao Sao Sao Sao Sao Sao Sao �m Sao �ro am �ro em �ro am �ro am �ro am am am �ro �ro �ro �ro am �ro �ro �ro �m Sao Sao �ao� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7-0 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALEI REVISIONS ��'}q"' DRAWN BY:JCP/JCH PROJECT NUMBER aa��', THESE REDUCED. LINE MAYBE NO. DESCRIPTION DATE BY _ BOZEMAN GATEWAY 3638.006.040 REDUCED.uNE NCHBELOWO 1 AS BUILTS Y24/07 KMG Engl- 901 Technology Blvd. CHK'D.W. NJH MEASURES ONE INCH ON JORRISON Bozeman,MT 59718 = �'�, ROADIMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. L—jsurveyors �AJAMESULLM . APPR.BY JAU BOZEMAN MONTANA a AIERLE INC. scentlrs �� ' Planners Phone:(406)587-0721 10539 PE =y DRAWING NUMBER scALE ACCORDINGLY Fax:(406)587-1176 /`'�S /CENSER G= OA.REVIEW SOUTH 29TH AVE MODIFY .4 n salpmyee-owned cem,any /�`�5�� BY: STA 0+00-END -�{ H:\3638\006\ACAD\PLANS\SHEETS\RECORD\R-4.dwg Plotted by Jim ullman on Feb/1W2010 CAPrRIwR 0 MDRIUSON#WER.L ING,1alo ,«NAL��,.��` DATE. �5 WATER FITTING COORDINATE TABLE �3X FITTING STATION NORTHING FASTING 8" VALVE/22.5' BEND 0+46 9924.14 8570.98 HYDRANT TEE 0+57 9921.32 8582.69 22.5' & 11.25' BEND's 6 1+01 9910.38 8628.09 \ \ O.S.3 / / / \ 8" END CAP 1+09 9937.79 8632.74 8" TEE 1+13 9913.73 8639.68 STA 6+65 11.0'LT (TEC LO 8" VALVE 2+67 9962.15 8780.31 �� Y INSTALL 8"x6" YDRANT I STA 7+78 11.01T (HARM N STREA HYDRANT TEE 2+72 1 9964.38 8784.79 INSTALL FHYD Ass'Y 75' W/-_-- -__\ I I Y ( INSTALL 8"x8" CROSS 8" VALVE 3+48 9995.02 8854.21 LIN 32 HYDRANT TEE 3+53 9997.22 8858.70 STA 7+16 11.0'LT 8" VALVE 6+46 10008.29 9150.20 INSTALL 8"x6" HYD ANT TEE, LOT 31 8" CROSS 6+65 10003.61 9168.70 \ \ • w INSTALL FHYD AS Y 21'LT W/ 8" VALVE 7+06 9993.53 9208.61 \ •�� w� `n 10LF OF 6" DIP LOT 30 HYDRANT TEE 7+16 9991.15 9218.01 \ \ SA 1 13 13.2' T INSTALL 8" TEE W/ 25 LF w n O r r STA +23 11.0'LT 8" END CAP 7+23 9989.28 9225.42 OF 8" DIP, 8" END CAP, ~ L 8" END CAP 8" VALVE 0+47 9876.60 9530.21 \ \ AND BLOWOFF r tii � M HYDRANT TEE 10+52 9874.57 9534.78 -- LOT29 s OLOGY LVD ems- \\�� L Yr28 w+ � � STA 1 +47 1 L2'LT -T (35' TBC TBC) M �� INS ALL 8" VALVE STA 4+18 INSTALL 1" SERVICE STA 6+46 11.0' INSTALL 8" VA I w • Q STA 7+06 11. 2+72 14.0'LT 7 I J INSTALL 8" VALVE Q �u TALL 8"x6" HYDRANT TEE, TALL FHYD Ass'Y 36'RT W/ I J LOT 36 1_tO4"I 1.3'LT LF OF 6" DIP I / � ---INSTALL 8" 22.5' &11.25° - BEND's STA 2+67 3.9'LT STA 0+57 zz1'Lr INSTALL 11 VE LOT37 w INSTALL FHYD ASS'Y 3Ht+W/ I Ne• SEF OF 6" DIP 361T (A.B.) O3 4 I + 0 / STA 10+52 1.2'LT 3 Q ELF (A.B.) / LOT 35 INSTALL 8"x6" HYDR NT TEE, N I / / INSTALL FHYD ASS'Y 1'LT W/ \ O LOT 10 �F� C 101F F 6" DIP 1 \ STA 0+46 31.1'LT y; REMOVE END CAP LOT Cl a INSTALL 8" VALVE & yl I 8" 22.5° BEND n n / i LOT3s LOT39 VO RIT: 11„ _ 50' 11 RECORD DRAWING 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' TECHNOLOGY BLVD WEST TYPE A TRENCH BACKFILL aass TYPE 1 PIPE BEDDING asss H . BURY LIN 4850 H D. BURY LIN 4850 48 8.25 z� _ EXISTI G GROUND 4845 i 4845 _ MA TE= A = 41. 4840.11() MAX TE- b4l. ro 4840 - - N tO 4840 � �° w a eJ w > M 1 W J W > U O H O J ro x co J In w In z 4835 "' IT J 4835 N O fn Q M J to O r J as _ �m n a a 4830 z cn¢ 4830 m + � F � �N O- 4825 .0 a a 4825 :L 1 4820 I" m m Q 4820 ON N M O M M ^M.7 NWN WN M OJ M OJ M OJ O O N O, 0 N O h NO M O OJ fD M O, OfD aN �s ^ N ON NO �W 11 O N N p M O r'1 r6 r6 rc rc6 r� n^ r^ Oc6 cDc6 u)o �o6 u)aj �6 -16 � ww �w �w �w �w M�w � a aw aw aw 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 0 11+00 12+00 VERIFY SCALE! REVISIONS DRAWN BY: JCP/JCH PROJECT NUMBER THESE b� A�''', EDUCE.1 MAY BE NO. DESCRIPTION DATE By =�` a BOZEMAN GATEWAY 3636.006.040 REDUCED.LINE BELOW MORRISON Sol man, T Blvd. CHK'D.BY: NJH MEASURES ONE INCH ON 1 WATER SERVICES SHOWN 03/07 BJH En9lneers Bowmen,MT 59718 r"� fir'', WATER IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. S-yors DAMES A. �� AMR.BY: JAU BOZEMAN MONTANA 9 2 AS BUILTS 5/24/07 KMG I `` scientists 0 10539APE W; 2A1/OB DRAWING NUMBER ...IU MAIERLE INC. Planners Phone:(406)587-0721 ;� ? TECHNOLOGY BLVD WEST 7 Fax:406 587-1176 ENSE OA�� W-1 MoolFyscALEAccoRowcLn An Fax:( > SSj� ° BY: STA 0+00-11+50 1 H:\3638\006\ACAD\PLANS\SHEETS\RECORD\W-1W-2.dn Plotted by Jim Ullman on Feb/18/2010 covrRloNroNaRwsaNAwEra.�INc.,aoW "«NAB- DATE: WATER FITTING COORDINATE TABLE FITTING STATION NORTHING FASTING 8" VALVE 14+12 9780.55 9876.95 HYDRANT TEE 14+17 9780.04 9881.92 �- - - - - - - S--. O ` STA 1.0'LT 8" VALVE 15+57 9775.03 10020.10 I x6" TEE, HYDRANT TEE 18+59 9823.19 10315.56 F ; FHYD 'T W/ 8" END CAP/VALVE 18+64 9824.15 10320.47 " DIP 8" CROSS 18+84 9827.89 10339.46 LOT 26 �sr I I 8" VALVE 19+26 9837.48 10380.43 LOT 2J LOT 28 LOT 24 25 LOT 21 S HYDRANT TEE 21+40 9887.78 10588.99 s A 18+84 11.3'LT (TECHNOLOGY)- 22+38 LOT 51 IN TA L ERVICE 8" VALVE 23+15 9928.59 10759.39 STA 5+79 11.01T (S. 29TH AVE) HYDRANT TEE 23+20 9929.63 10764.30 INSTALL 8"x8" CROSS & 45' VERTICAL BEND 23+25 9930.59 10768.88 O.S.7 11.25' BENDS ON NORTH & 45' VERTICAL BEND 23+32 9932.08 10776.25 2 SOUTH ENDS OF CROSS 8" END CAP 23+53 9935.92 10796.77 LOT 22 LOT^ 1 o STA 23+54 11.01T LOT 27 STA 18+59 12.31T o - INSTALL 8" END CAP INS ALL 8"x6" HYDRANT TEE, /w STA 14+12 11.0'LT INSTALL FHYD A9 LF F 6 W/_/ �M o _ 3+15 11.0' LT STA 23+3" 5* LT INSTALL 8" VALVE 9LF OF 6" DIP M o i INSTALL 8" VALVE INSTALL 8" 45' / VERTICAL BEND T HNOLOGY BLVD WE __ /� STA� 23+25 11.0' LT(35' TBC - -_- p - - w \ INSTALL 8" 45° --- ----- - ----- + *w LOT 55 VERTICAL BEND a S 26 11. I I ~ . �T Tl WEB*' 8 INSTALL 8" VAL STA 21 40 11.0'LT 5� - w o w ~ O/Y,Y J� D INS ALL 8"x 6" H DRANT TEE, oo T N ll�jo""� _ INSTALL FHYD ASS' 21'RT W/ LOT39 1LOT53 32Lf OF 6" DIP _ --- STA 18+64 12.1'LT STA 14+17 .0'LT -- -- - INSTALL 8" END CAP (PHASE 3) y e INSTALL FHYD 6ASS" yDRA TbEj I ISTfi4e � �n1AQ �O,E R PLACE WITH 8" VALVE (PHASE 4)INSTA tx-. 10LF 0 6" DIP I ; LOT 45 1 I \ 40 O.s.B LOrI46 60 LOTs6 HORIZ: 1" = 50' OF RECORD DRAWING VERT: 1" = 5' � 1 1 x17 HORIZ: 1" = 100' �� 11x17 VERT: 1" = 10' TECHNOLOGY BLVD WEST 4860 TYPE A TRENCH BACKFILL 4860 TYPE 1 PIPE BEDDING HrD. euRr LINE CLA S 51 D.I.P. AWWA C151 4855 AS HALT CL HYD. 3URYLINE- 4855 4852.35 A H D B RY LINE 4850 _o' - _ _ 4850 YvtAX TE 4 4Z47 EXISTING GROUND > O U AX TI 484 1.81 e A.B. A B) wN X T = 4845 0 4845 x N x + _ ~ J W 4840 1 1 1 Q Q =x cJ In z W ro - > - 4840 roxoo Paz AXT =483 .41 m Do d Q J W W f Z Q Hfn U NQ = In JQ 4835 - ~a '�N - "'a- m 4835 ro Q f o O = Q N W N M J 4830 a cy 4830 O.. - Fg �z a II t II a II a II H F 4825 m m m m m N 1 @ 4825 OO'�an �NM auab ^�Na�a 1'�n,NoMu�f� �,N�N') � NO'�n� O oO��ilN�1 OO'�n OO'�nDN oON�ub OO�>0Na ^ ^O�i Na t0)Nro rO�o OO�o)i^ F �P 4O'T- ��N T 4Li"i N OL�___ _N NOo)0, 121 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23-10 VERIFY SCALE! REVISIONS DRAWN BY' JCP/JCH PROJECT NUMBER THESb� A�''', EDUEPNINTSM/ELO NO. DESCRIPTION DATE By =�` a BOZEMAN GATEWAY 3636.006.040 REDUCED.LINEBELOW MORRISON Sol Technology Blvd. CHK'D.BY: NJH MEASURES ONE INCH ON 1 WATER SERVICES SHOWN 03/07 BJH Engineers Bozeman,MT 59718 r" ', WATER IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. scientrors JAM ES A. �� APPR.BY: JAU BOZEMAN MONTANA 10 2 AS BUILTS 5/24I07 KMULL G I ` INC. Saent sts O 10539APE W DATE:2101108 DRAWING NUMBER .�1U MAIERLE N Planners Phone:(406)587-0721 ;� ? TECHNOLOGY BLVD WEST MODIFY SCALE ACCORDINGLYI Fax:(406)587-1176 r rs �r CENSEo Ci: W-2 QA REVIEW An Empbyee-od company ,I S�o �,�.. 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JCP/JCH THESE PR NTS MAY BE �• �0REDUCED.LINE BELOW •MEASURES ONE INCH 0 WATER SERVICES SHOWN ErIgin.— :• ORIGINAL DRAWING. ]MORRISON S--Y--© �® ■ :• - • DRAWING NUMBER ' STREAM .-. �� • I m - i� A I I ye Ci LOT 22 y \ 1 STA 5+79 11 )'LT (S. 29TH AVE)= STA 12+52 11.0'LT / \ 1 STA 18+84 1 .3'LT (TECHNOLOGY) � n\ =HA INSTALL 8" 90' BEND S! l� ifm as 4 1 INSTALL 8"x8" CROSS & 1 L25° BE S I STA OE E TTCAP 46 \ 1 ON NORTH & SOUTH ENDS OF CRO Sa STA 11+13 I REMOVE END CAP & \ LOT21 I I IIINSTALL 1" SERVICE�TAINSTALL 8' VALVE STA 4+12 1 0'LT+49 11.0'LT INSTALL 2" ICE \ \ STA 6+ 0\ y \ INSTALL 1" SERVICE 20 LOT 19O.S.6STA 0+50 11.0'LT LESTA 5+37 11.0'LT +50 11.0'LT STA 11+82 11.25' BEND INSTALLE (A INSTALL 8" VALVE STA 8+01 11.0'LT IS1t 1 © INSL 1" SERVICE 0 STA 0+85 INSTALL 8' VALVE -------- � --- DNS t�'� WCf - L ------- �- w w w i w w w w w w w w w w �w w a w w w W 00 0 0 0 0 �-0 0 0 0 0 0 0�0 o o Q a W INS AL 1 SERVICE Sl.$_l� Fy -------- I ------sTA��1� � I F ST 2+ 'L INSTALL 8"x a STA 5+98 11.0'LTA cq CAP INSTALL 8" VALVE " I INSTALL 8" TEE INSTALL 8'x HY N I f 0 O INSTALL FHYD 'R 8' T W 4 F O DIP SOUTH 29TH AVE , LOT49 I 4 a F 6" DIP R (35' TBC - BC) WATER FITTING COORDINATE TABLE STA 12+5320.0'RT STA 0+53 11.01T LOT53 FITTING STATION NORTHING EASTING BLOCK INSTALLED ANDT RUST a I lOX8"REDUCBR AND THRUST INSTALL 2" WTR SV U 9.5LF W/ BLOW OF 1 1 1.OT 59 0� 8" VALVE 0+33 9281.12 10341.09 SEE COB STD DWG 1 LOT 50 HYDRANT TEE 2+44 9493.14 10340.46 0 02660-7 a a f 8" VALVE 2+49 9522.05 10340.37 I i i l 1 \ S 8"x6" TEE 4+10 9658.47 10339.96 I I FF STA 12+53 22.8'RT SS 8" VALVE 5+37 9785.45 10339.58 REMOVE END CAP & a AFT 8%8" CROSS 5+79 9827.89 10339.46 INSTALL�< VALVE \ 8" VALVE 5+98 9847.13 10339.40 10"(A.B.) 2 8" VALVE 8+01 10049.80 10338.79 m L H O R I Z: 1 50' HYDRANT TEE 8+06 10054.80 10338.78 " = RECORD DRAWING 8" VALVE 10+78 10326.98 10337.96 VERT: 1" = = 8"'x8" TEE 10+78 10326.98 10337.96 11 x17 HORZ: 1" = 100' 8" 90' BEND 12+52 10500.83 10337.44 1 1 x17 VERT: 1" = 10' 8" VALVE 12+53 10502.12 10371.25 SOUTH 29TH AVE 4860 4860 YD. EURY L HE A.B 4855 4855 4849. 6 A. 50.54 A.B. 4850 MAX -4 .50 .B. 4850 ING GROUND J - o > _ - O 4845 w 4845 n X TE- 4 .55(A.B.) _ o co J ¢ V N H777 4840f-'d f 4840 o In + In rn J w MA TE-4336.01 0 0 o W +J O X F m 4835 W + 4835 J of of w d _ m m o� + co 4830 4830 W -O w NOJ O� N' N z z inro z ¢ ¢ Inw u�iw Z 4825 w c� N w N w w 4825 n ro ro ro�Oi°nJ��,jco OOi°nJ� �aro NMi�n NroNro Mi�n roNro ��roNro Ni�n ro,'ro� Ni�n ro,'ro� �¢�ro,�ro O'�n roNro O'�n roNro Ovmro,iroi vmro,iroi awa,n� vmrn,nro awa,n� a�rnro N�Maro r°'Jrnro -o�)ro O0��n�ro c0° N�m a No�, 0 O 0 W � MCro'tO 1 ng �a a 0+00 1+00 2+00 3+00 4+00 5+00 F+00 ?+00 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALEI REVISIONS DRAWN BY: JCP/JCH PROJECT NUMBER b� A�' , THESE PRNTS MAY BE NO. DESCRIPTION DATE BY = a BOZEMAN GATEWAY 3638.006.040 901 REDUCED.LINE BELOW MORRISON Bozeman,MT Blvd. CHK'D.BY: NJH MEASURES ONE INCH ON 1 WATER SERVICES SHOWN 03107 BJH Engineers Bozeman,MT 59718 r" ', WATER IMPROVEMENTS SHEET NUMBER _jj ORIGINAL DRAWING. Su"Yom �� JAMES A. cr APPR.BY: JAU BOZEMAN MONTANA 12 2 AS BUILTS 5/24/07 KMG ,A ULLMAN w% �T Saentists ;O 10539 PE W; 2A1/OB DRAWING NUMBER AIERLE INC. Planners Phone: 587-0721 =� 7 Fax:aos 5e7-1176 '� CA SOUTH 029TH AVE W- MODIFYSCALEACCORDINGLYI AnSmp/oyee-OuaedCompany ( J �<<`S'S��CENSE°F,��'--- eV: STA 0+00-END VV `F H:\3638\006\ACAD\PLANS\SHEETS\RECORD\Wd.dwg Plotted by Jim Ullman on FebNB/2010 coPrW 0 MaRRISONMAIMMLF INC.,2010 "«NA�"``� DATE: - / IXr GV _ -- LIDT17 STA. 6+ INSTALL 52LF OF 24" RCP W \ & 52LF OF 30' RCP LOT 19 II STA -0+12 5.5'LT \ > STALL 8"x8" TEE I (,'4 +47 5.5'LT ; a 2 EN (PHASE 2) q II ; STA 0+31 5.5LT '1T' LOT TH 8" A N 1 y NSTALL 8" VALVE LOT 15 ti O.S. 10T 14 LOT 18 STA 9 LOT 20 1 LAYr7 STA 0+41 5.5 LT +8„5' DRIVEWAY NSTALL " ; STA 10+66 5.5'LT /I ; INSTALL 8" EN CAP INSTALL 8"x8" TEE -- -- --- -- ------1 STA 0+ 6 5.5'LT - wLi___ - -- _=L-_�L_- I j I L----L------- w w w w w "w w w w w w w w w w w w INSTAL 6" END C I I !�STI d � S r w r r r r r rA}SPA 6" END Cb' F OF 1 .5'LT 1NSTAI „6" HY9+71+ 5 5.5'LT 1 T 6 5.5' D ASS' / INST " HYDRAOT7 WAT STA" VALVE; STAL YDRAN 8"x6' EE, -� I-A 5+ T 1 " DIP INSTAL S'Y 1 ' I I / STA 1+46 5.1'LT INSTAL S'Y 1 FHYD T W/ I 1 1.5LF IP F 6" STALL E . LF OF " t INSTALL 8'X8' TEE w 22.5' BEND ON WES IN +- END OF TEE C8 LOT 7 WATER FITTING COORDINATE TABLE DRIVEWAY 1 WATER FITTING COORDINATE TABLE + o/- ; FITTING STATION NORTHING EASTING FITTING STATION NORTHING EASTING / \4:0 HYDRANT TEE & ENDCAP 0+21 10226.47 9114.40 8%8" TEE -0+12 10323.76 9259.58 s / 8"x6" TEE 0+46 10228.38 9139.35 8" VALVE 0+31 10323.89 9302.64 yap Y /STA 0+48 5. 6" END CAP 0+46 10246.33 9137.98 8" END CAP 0+41 10323.92 9312.52 F� \ INSTALL 1" CE � 8" VALVE 1+25 10234.45 9218.50 HYDRANT TEE 1+29 10324.18 9400.97 8" TEE & 22.5' BEND 1+46 10235.62 9239.36 8" VALVE 3+61 10324.87 9632.97 STA 0+21 .�LT / 611 HYDRANT TEE 3+66 10324.89 9637.97 INSTALL /6 D T E W/ F END CA /I L 'Y 8" VALVE 6+39 10325.71 9910.97 Y 40.9'LT //2 .4 IP / J HYDRANT TEE 6+44 10325.72 9915.97 H O R I Z: 1" = 50' 8" VALVE 9+66 10326.68 10237.96 VERT: 1" = 5' STA 0+21 5.5'LT HYDRANT TEE 9+71 10242.96 10318 96 96 RECORD DRAWING INSTALL 1" SERVICE " 47 10429242. 11x17 HORIZ: 1" = 100' 8 END CAP/VALVE 10+ 10 8"x8" TEE 10+66 10326.98 10337.96 1 1 x17 VERT: 1" = 10' LOT 7 WATER DRIVEWAY 1 TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4855 TYPE 1 PIPE BEDDING 4855 TYPE 1 PIPE BEDDING 4855 STA ION 0+12 TO ST TION 10+6 INSTALL 1 78 LF OF 8' 4850 NSTAL 125 LF OF 8" 4850 CLASS 51 DI.P. A WA C 51 4850 CL,SS 51 D.I.P AWW C15 YD. E URY L NE HYD. BURY LINE 4845. (A.B.) 4845 4845 q 813.H2 4845 AAL HYD. URY I INE 3.20( B.) _ 4838.0 A.B. 4840 4840 4836. A.B. _ 4840 MAX IL 466/bb MAX TE= 493409 MAX TE= 7.06( •) AX T =483 J N 4835 4835 jiW W 4835 wa FW W +W J¢ JW uj, xp x �x Nm _ =z o,co �w uj � +J da 4830 x"' a x z_ 4830 + + + + - rn v, d v 4830 U J Z QJ N QF F �J �Q fnZ N + j +� F H W 4825 4825 A 99 19 1 4825 R" O" O O O" 4820 m W 4820 m m m m y m y w w 4820 M M M I� r� N N N O O O, cp u7 M N cp ro ro W m M M O N h a m O O O N N M M M [p O) ro ro ro ro � m o� o� o� ro � ro m m o� o� o� m w o� o� m m ro ro ro w w w ro w ro ro ro � ro ro ro ro ro m w w m w ro w 0+00 1+00 0+00 1+00 =+-.2 3+00 4+00 5+00 6+00 7+00 8+-0 9+00 10+00 11+00 VERIFY SCALEI REVISIONS DRAWN BY: JCP/JCH PROJECT NUMBER b� A� THESE PRINTS MAY BE NO. DESCRIPTION DATE By BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW MORRISON 901 Technology 718lvd' CHK'D.BY: NJH MEASURES ONE INCH ON 1 WATER SERVICES SHOWN 3/07 BJH En9lneers Bozeman,MT 59718 r ', WATER IMPROVEMENTS SHEETNUMBER ORIGINAL DRAWING. SUNeyors �� DAMES A. d'� AMR.II JAU BOZEMAN MONTANA 13 2 AS BUILTS 5124/07 KMG __j ,A ULLMAN W% INC. scientists ;O 10539 PE W; DATE:2101108 DRAWING NUMBER LJLJ AIERLE NPlanners Phone:(406)587-0721 y ?� DRIVEWAY 1 7 Fax:406 587-1176 ENSE OAREVIEIN W-5 MODIFY scALEAccoRowcLn AnEmployee odcom�y ( > SSj� °F�� BY: STA 0+00-END H:\3638\006\ACAD\PLANS\SHEETS\RECORD\W5.dwg Plotted by Jim Ullman on Feb/18/2010 ooPml 0MORRISD NEfd.�INC.,Sow "«NAB,,," DATE: LOT 10-13 WATER FITTING COORDINATE TABLE FITTING STATION NORTHING FASTING 8" END CAP 0+45 9370.91 8629.07 HYDRANT TEE 1+10 9435.91 8628.78 8" VALVE 1+15 9440.91 8628.76 STA 0+50 8" TEE 2+60 9585.71 8628.11 REMOVE END CAP & STA 0+56 16.3' LT 8" VALVE 3+82 9707.91 8627.56 INSTALL 8" VALVE INSTALL 8" 45' HYDRANT TEE 3+87 9712.91 8627.54 O.$.1 VERTICAL BEND STA 0+69 16.3' LT 8" END CAP 4+52 9777.91 8627.25 STA 0+62 16.3' LT INSTALL 8" 45' STALL 8" 45' VERTICAL BEND RTICAL BEND FOWLER AVENUE _ _ _ ✓ �_ L DRIVEWAY 3 WATER FITTING COORDINATE TABLE aPQ aw aw aw aw w aw aw aw- FITTING STATION NORTHING FASTING >E _ 8" VALVE 0+50 9585.57 8595.11 45' VERTICAL BEND 0+56 9585.59 8601.48 _ _ STA 1+10 5.5'LT _ _ _ STA 0+73 16.3' LT 45' VERTICAL BEND 0+62 9585+62 8606+63 INSTALL 8"x6" HYDRANT TEE, STA 1+9-5 SALT - TITSTALT 8' 45° 45' VERTICAL BEND 0+69 9585.65 8613.70 IN STA 3+87 5.5'LT INSTALL 8"x6" HYDRANT TEE, 45' VERTICAL BEND 0+73 9585.67 8618.24 d INSTALL FHYD ASS'Y 16.5'LT W/ 8" TEE 0+83 9585.71 8628.11 AA -INSTALL 1" SERV _ ---- �STy�1' SERV1GE----- -- 11LF OF 6" DIP -- ------ A 4+47 M M M M M A INSTALL 1" SERVICE O F d A q STA 0+57 LOTS 10-13 WA INSTALL 1" SERVICE STA 2+60 5.5'LT (LOT 10-1,)_ STA 0+83 16.3'LT DRIVEWAY 3 STA 3+82 5.5'LT STA 4+52 5.5'LT � /ST, 45 5.SLT ( ) cs INSTALL 8" END CAP INSTALL 8"X8" TEE INSTALL 8" VALVE INSTALL 8" END CAP LOT 12 LOT 11 LOT 10 4 I LOT 13 I RECORD DRAWING VO RIT: 11' - 50' 1 1 x17 HORIZ: 1" = 1 00' 11x17 VERT: 1" = 10' LOTS 10 - 13 DRIVEWAY 3 TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL 4860 TYPE 1 PIPE BEDDING 4860 TYPE 1 PIPE BEDDING 4860 STATI N 0+45 TO STATION 4+52 NSTALL 407 LF OF 8" HY . BURY LINE C SS 51 D.I.P AWW1 C151 STATIO 0+ TO TATIO 0+8 48 4.62( B.) 4855 EXIS ING GROUND__ 4855 4855 MAX = 4850 4850 484143 4850 4844.0 A.B. MAX TE= ---- 4845 4845 4845 4840 ,n 4840 4840 J J J nw coro p p w v O Q Q 'n Nm a OXN o� aw w x �' '� ro + u Q z + � p ro c_olo O M C] fn> O(n W Q M Q 4835 N z_ "-' 4835 `O Q 4835 Q Q W N Q UIW O W z UI fn + H � < W H 4830 4830 4830 1 II 1 4825 di W VFJ 4825 4825 m O N m u� O h N op O N 19 N I� of O 1? h if) if) C M M N N O O T T m m 6ff m N N m m m m m ao ao ao ao ao ao m m m ao ao ao ao ao ro ao ro m m ao ao ao ao 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 ;-00 VERIFY SCALEI REVISIONS a�'�'A� DRAWN BY:JCP/JCH PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY H ''�� BOZEMAN GATEWAY 3638.006.040 REDUCED.uNENCHO JORRISON Bozeman,MT y9718 Blvd. CHK'D.BY: NJHREDUCED.LIN IBELON 1 WATER SERVICES SHOWN 03/07 BJH Engineers 901Tech MT 59718 = �. WATERIMPROVEMENTSSHEET NUMBER ORIGINAL DRAWING. surveyors JAMES A. �; APPR.BY*JAU BOZEMAN MONTANA 14 2 AS BUILTS 5/24/07 KMG ;A ULLMAN w%_JIBAIERLE INC. Plan iafa �� ' 10539 BE DRAWING NUMBER Planners Phone:(406)587-0721 Fax:406 587-1176 �CENSE O'A'� WATER LINE TI T_6 MODIFY SCALE ACCORDINGLY EW An Employee-Owned Company ( ) rS/ ��C�C= BY: VV H:\3638\006\ACAD\PLANS\SHEETS\RECORD\W-6.dwg%#ad by Jim ullman on Feb/18/2010 001 l o MORrasawwAlw.E INc.,xao `"��NAL��.��` DATE: SEWER SERVICE DRY END ELEVATIONS (A.B.) 3 \ STATION ELEVATION \ � LOT 6 0.3.3 / I � _ 3+41 .2 4838.61 7+48.2 r STA 4+71 R i LOT32 7+8 6.3 t6 E s STA 6+77 (TECHNO GY)= 8+10.5 LOT 30 �\ .y i " • N M'_ j STA 7+66 (HARMO STREAM) 8+66.4 NEW SSMH 5B 9+67.3 \ STA 0+45 19.8'Lr " • o "� " HORIZ: 1" = 50' \ \\ NEW SSMH 113 o ., VERT: 1" = 5' 9+91 .0 1x17 HORIZ: 1" = 100' 3�CHNOLOG BLVD WESY 1 1 x17 VERT: 1" = 1 0' 1 0+48.9 (35' TBC — TBC) \�� STA 10+87 1 1 +06.3 STA 3+41 / j \� NEW SSMH 7B vl INSTALL 4" SERVICE / I j 1 1 +31 .4 LOT 1 j j STA 7+23 (1. \�� 2� 1 1 +35.8 Lv llll END CAP z� ECH LOGY B \ STA +39 ; LOT36 �~ NEW SSMH 3 ) j STA 8+ 7 �� NEW SSMH 6B NEW SSMH 26 a 8 — 3 LOT 37 Na)as' O.S. / I I a.o' 4— LOT 35 O LOT 10 yl h n LOT Cl LOT 38 LOT 39 RECORD DRAWING TECHNOLOGY BLVD WEST _ N 4865 r4 TYPE A TRENCH BACKFILL N "`? 4865 P9 TYPE 1 PIPE BEDDING Vn1 Q a NaJ + >� 4860 s z 4860 aml 113 m II 13n O� Q; �z O II II + W H O a > F O M N Z 0 o v 0 .m M j w w 0 m 4a s 4855 o > —— J — += 4855 —— n a o ? ro 4850 4850 4845 i 4845 NSTAL4840 — — 4840 0.8 % 8" P C SD —35 SS 8" PVC ;DR-35 SS A TM D 3034 _ ASTM D-30 4 ®0 4835 — 4835 z_ — 0.49% n' 0.4%(A.B 0.64 o A.B 4830 u' 4830 O N N M O M M ^M M M M ^ ^ N ^M M N M ^W M OJ ^O ^O O c w � co N� c c6 ) N Oq�W N in 6 c6 aN 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10-00 11+00 12+00 VERIFY SCALEI REVISIONS DRAWN BY' JCP/JCH PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY = a BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW — __jj MORRISON 901 Technology Blvd CHK'D.BY: NJH MEASURES ONE INCH ON 1 SEWER SERVICES SHOWN 2/07 BJH Errgineera Bozeman,MT 59718 r" fir'', SEWER IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Surveyors DAMES A. �� APPR.BY' JAU BOZEMAN MONTANA 1s 2 AS BUILTS 5/24I07 KMG INC. ILL Saentists O 10539APE W; DATE 2101108 DRAWING NUMBER MAIERLE NPlanners Phone:(406)587-0721 =� 7 Fax:40s 587-1176 '� oA REVIEW TECHNOLOGY BLVD WEST c_ MODIFY SCALE ACCORDINGLY] Aa Employee-Owaed Company ( ) �.,,,((��CENSE°F,��' BY: STA 0+00-11+50 S H:\3638\OO6WCAD\PLANS\SHEETSU2ECORD\S-i S2.dwg Plotted by Jim Ullman on FebllB/2010 covmloHr®wawusaN�,ulEre.E.lNc.zoy ` <<11...I ��` DATE: J �� ;I SEWER SERVICE DRY /LM29 LOT 28 _ �, 1 TALL+S, T END ELEVATIONS (A.B.) LOT26 S1 STATION ELEVATION LOT 24 1 25 LOT 21 STA 21+7 1 2+31 .5 STA 21+74 NEW S INSTALL 4•' SERVICE 1 3+33.4 os.7 LoT50 15+43.9 LIX27 N w M o 16+69.6 4844.46 LM LOT 1 � 0 1 7+03.9 4844.24 STA 12+37 STA 18+92 (TECHNOLOGY)= to r " 18+14.5 4843.80 NEW SSMH 8B I STA 5+70 (S. 29TH AVE) M o —— NEW SSMH 11� � p - 18+36.2 4843.63 M T HNOLOGY BLVD WE __- /� i 21 +7 4.1 — N ----- ----- -- — ------------ a' LOT Ss I w w O O o LOT S LOT 39 �4+A STA 18+60 (1.3 LT) w STA 13+41END CAP e NEW SSMH 96 9 x ° STA 15+40 STA 16+32 ❑NEW SSMH 2PI N SSMH 10B LOT46 ; L0.1. I LOT 4s5141 O.s.a LOTS 1 60 Lozs6 HORIZ: 1" = 50' VERT: 1" = 5' RECORD DRAWING 11x17 HORIZ: 1" = 10' 11x17 VERT: 1" = 10 TECHNOLOGY BLVD WEST 4865 �° a II v ' N m u iI a TYPE A TRENCH BACKFILL m -- 4865 TYPE 1 PIPE BEDDING + M W W W t p= Z V H N= O Z 4860 m M 4860 a n N� I W 4855 — z z AS HALT CL 4855 EXISTIIIG GROUND 4850STRIT(NEDY — 4850 4845 4845 INST LL 9 .5 LF 8" PV SDR 35 S _ SDR AS M D—5034 ASTM _ 4840 ® .50% �•) _ 4840 0.8 % Q-0+58% w x N 4835 4835 z_ 4830 w @ 4830 O� O 0�a0�O�J N � OOO O �� M gyp � 2 � n n n em Oc. O O_ O_ O 6 1 0 Ou O� 00 u a aN �a O. Oo)0, 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20- 21+00 22+00 23��."�0 24+00 VERIFY SCALE! REVISIONS ZjT1' , DRAWN BY: JCP/JCH PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE By BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW 1 SEWER SERVICES SHOWN 02I07 BJH Engineers 907 Technology Blvd. CHCD.Or NJH JORRISON Bozeman,MT 59718 r" '', SEWERIMPROVEMENTS SHEET NUMBER MEASURES ONE INCH. S—yors JAMES A. % APPR.BY:ORIGINAL DRAWING. 2 AS BUILTS 5/24/07 KMG ` SaentistsULLMA W' DATE:2101108 BOZEMAN MONTANA DRAWING NUMBER J.� AIERLE INC. Planners Phone:(406)587-0721 ;� ? QAREMEw TECHNOLOGY BLVD WEST /� MODIFY SCALE ACCORDINGLY Fez:(406)587-1176 '1 PE �?' S .An smpmyee-owed Company ',,s/� �,�.. BY: STA 11+50-END IJ L.r H:\3638\OO6WCAD\PLANS\SHEETSU2ECORD\S-i S2.dwg Potted by Jim Ullman on FebllB/2010 covml 0 MORPosaN�,wERLE.INc.zoy <<i�NAL�,.��` DAB II I I I I I I I II / I SEWER SERVICE DRY v ti �� END ELEVATIONS (A.B.) z * : STATION ELEVATION 0 5� 1+27.4 4847.28 \ F, e� 1+29.4 4847.23 W Q LOT48 4ffi� LOT 46 e FF 1 3+03.4 - w LOT 22 v LOT21 I I � 3+99.8 4844.30 TA s+7o (s. 29TH AVE)= \ \ : 6+96.0 4843.05 O STA 1+23 STA 1 7 STA 18+92 (TECHNOLOGY) y STA 7+48 STA 9+52 LOT 20 LOT O.3.6 \ +� \NEWSSMH 206 S A E VI E NEW SSMH 116 \ STALL 4" SERVICE STA 11+97 7+48.3 4842.73 w 4+ 0 \ \ NEW S MH 1 B INSTALL 4" SERVICE G INSTALL 4" SERVICE INSTALL 4' SERVI E \ STA 6+9 >E STA 11+37 1 1+37.3 - c : ------------- - ------- ----------J ALL4 SEHVIC ----- -- --I 4"sEav ----- 1+97.4 0 0 w w w tiw ,yr w w wn w J w w :1 w w o w w o w w w w 0 op eo .77 sI sI O n o -�-n 0 0 t ---- ----------- - �ss� £ m STA 1+29'j d (35' TB 1 STALL 4" SERVICE ❑ 1m I STA 12+16 _/ f a • 11 NEW SSMH 17B STA 2+09 (S. TH AVE)- LOT 53 \ O 1\ ; I ST 0+00 5.5'LT (LOT 58 SWR) LD'r� ---=49 \ NEW SMH 19B / STA 12+16 33.4'RT 5 f LOT so NEW SSMH 16B SEWER COORDINATE TABLE SSMH# STATION NORTHING EASTING 20B 1+23 9372.08 10351.82 STA 12+43 32.4'RT 19B 2+09 9457 REMOVE STUB CONNECT .68 10351.56 TO EXISTING SSMH �a 1 1 B 5+70 9818.85 10350.48 m 1 aB 9+52 10200.37 10349.34 H 0 R I Z: 1" = 50' 17B 12+16 10465.02 10348.55 Ise 12+16 10381.99 10465.12 VERT: 1" = 5' RECORD DRAWING 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' w SOUTH 29TH AVE >M 4e65 o TYPE A TRENCH BACKFILL 4865 TYPE 1 PIPE BEDDING mll m m m o II pj w II II II Z w +f w 4860 w 4 w= o mpt1 ^ II II w yl v 4860 Q- >> > M - a =J Z Z n 0 F » N W 4855 °J- Z Z m II II Z -Z 4855 ASF HALT L + w m w_0 Q. �>> 4850 ^:91 4850 m EXI TI � n s M 4845 v~i zi Z 441 4845 INS 81.6 LF D-LO34 INSTALL 357.2 LF 4840 8 PVC 3DR-31 SS 4840 > NSTA L 377.5 LF p PVC SOR- 5 SS o - p _ - 483s Q w ASTM - 0 4835 .531%( B.) 0 o .82%().B.) z_ z_ z_ 8" PVC DR 3D SS ASTM D-30 4 4830 w "-' .20% B. w 4830 N(°aOgy Nm°vJ'a N M�°agym 0N 0 N 4 m m -m mO 7mm m 0m0 a mM m M�°gy 0 am� aO� Ma ^� � 06 �a ��m0 0 m ro m 0Cm�0+00 1+00 2+00 3+00 4+00 5+00 E+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALEI REVISIONS a�YA1"' DRAWN BY: JCP/JCH PROJECT NUMBER `'' THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ BOZEMAN GATEWAY 3636.006.040 REDUCED.LINEBELOW JORRISON 901 Technology Blw7. CHC'D.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5/24M7 KMG Engineers Bozeman,MT 59718 � �'s SEWER IMPROVEMENTS SHEETNUMBER ORIGINAL DRAWING. Su yom JAMES A�•BY` JAU BOZEMAN MONTANA 17 AIERLE INC. 8deners �,��' 10539 PE DRAWING NUMBER Planners Phone:(406)587-0721 7 Fax:406 587-11715 QA•� SOUTH 29TH AVE MODIFY SCALE ACCORDINGLY! An Employee-Owaed Co+upany ( ) <<`S's�o°ENSE°��' BY: STA 0+00-END S_3 H:\3638\oo6WCAD\PLANS\SHEETs\RECORD\S-3.dwg Plotted by Jlm ullman on Feb/18/2010 gMo y l ` �,«NAL�,.��` DAB SEWER COORDINATE TABLE — EASEMENT "A" SSMH# STATION NORTHING EASTING 11 25B 1+02 10463.80 8474.48 26B 1+83 10403.39 8528.81 27B 3+76 10433.63 8719.47 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 28B 4+56 10418.79 8798.22 29B 6+54 10418.78 8996.22 — — — — — — —U-S—HfG—HWAY 19f-- — — — — — — — — — — — — — — — — 30B 7+94 1oz78.78 8ss6.z1 31B 8+92 10278.77 9094.19 326 10+72 10312.79 9270.90 IXW uw WV V IXW IXW IXW IXW IXW IXW IXW W IXW SEWER SERVICE DRY - - -- - - END EL EVATIONS (A.B.) Ns ALL06' SERVICE --_ STATION ELEVATION STA 2+17 — I,__ \ TSTAEL 5—SERVICE 2+16.8 4830.55 \ 3+08.9 4830.90 a ` __ --- — — —` STA 6+54 J, 9+28.8 4834.95 N 1 \ ——— — — NEW SSMH 29B O.S.2 I ; STA 3+76 � LOT 14 11 ib 11 NEW SSMH 27B N W S H 2 8 2 LOTSTA 10+72 (EASEMENT A)=1 1 STA STA —0+01 5.5'RT (D IVEWAY1 SWR)1 Zo 1 T 1102 NEW 1SSMH 268 LOTS I+8�58 it EW SSMH 329 s 2 EES 5— * I I INSTALL 38 Li l 6 5N I I E SIMH B LOT I STA 9+29 OF 8" PVC @0.5d%j x SE HORIZ: 1" = 50' I STALL 4" SERVICE W/ ENDCA�P_ W W VERT: 1" = 5' 1 1 x17 HORIZ: 1" = 100, I I I / /' s H 1 — • o W 1 1 x1 7 VERT: 1" = 1 0' I; «. Ir 91 / $ / • — _---- — 0 7+4 111 �� 1 11\ 111 1 111 / W — RECORD DRAWING EASEMENT "A" STY a TYPE A TRENCH BACKFILL 4850 a TYPE 1 PIPE BEDDING 4855 10 C < p r M I. MIT t Nm Om N1 cN II II 4850 ,.1 II II x Z ,n m II •ci m a = z w p 4850 rn II II + m z — FI ISH E +s w II x z m—z z v z m z p ro > —z zL GINAUL — -- �� II Qc j j 4845 o_ II z In ?? —— 4845 + w _ X >> 4840 4840 / EX STING GROU D 4835 1 4835 INSTALL 36.0 F 81, AS M D—5034 4830 INSTA 1 1 q4 0 IF 8" VC SI R-35 SS _ 4830 PVC SDR 35 SS 50,51 © 0.5 % A. . —_—_ INS ALL 1 9.0 L AST D-3 34 .599/6( .) 8 P C SD —35 S AST D— 034 4825 0 4825 0. 9% .B. 4820 4820 I� [D O N Q� 1 O N M O> N � O N � h O a � � � N N N O N tp M N O N tp I� m � N of � � � m O W OJ W o] N N o] N N N N of N N of W W W W N of N N ro ro N N N N N W of N N N N of N ro N o7 D) ro W 0+00 1+00 2+00 3+00 4+nn S+On 6+00 7+00 8+00 9+00 10+00 VERIFY SCALEI REVISIONS b�'�jj"' DRAWN BY: JCP/JCH PROJECT NUMBER �''Ib THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = a BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW MORRISON 901 Technology Blvd. CHMo.BY: NJH MEASURES ONE INCH ON 1 SEWER SERVICES SHOWN 03107 BJH En9lneers Bozeman,MT 59718 r" �'', SEWER IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Surveyors !A JUM MAN' w APPR.BY: JAU BOZEMAN MONTANA 18 Planers ;O 10539 PE Wy DATE 2101108 DRAWING NUMBER �U MAIERLE INC. Plants Phone:(406)587-0721 = 7 Fax:40s587-1176 CIA REVIEW SEWER LINE - EASEMENT"A" S—^ MODIFY SCALE ACCORDINGLY! An Smp/oyee-Ouaed Company ( ) �<<`S'S��cENSE° '--- eV: STA 0+00-END `t H:\3638\006\ACAD\PLANS\SHEETS\RECORD\Sd S-5.dwg Potted by Jlm Ullman on Febl1812010 COPYRIGHfoMaRR180NMNEfd.�ING,2010 `«<NA�„`" DATE: - - - - - - � SEWER SERVICE DRY IXw- END ELEVATIONS (A.B.) GV _ - -- --- - STATION ELEVATION LOT17 0+94.3 4836.11 1+44.3 4836.35 LOT 19 — 4+05.3 C4 6+35.3 4838.97 O.S.2 II LOT 14 LOT 16 7�LOTs h 6+59.3 4839.12 s LOT 15 T C3 LOT 20 Sy STA 0+41 (5.5 RT) LOT 18 ; END CAP DRIVEWAY 1 S I s I I -- --- -- — -------L w� W w , --- O --- Q— --- -- --- -- --- �— -- I , 1 5+5'RT /\ w STA -OS01 5.5'RT DRIVEWAY 1)- H 34 i� / 3 STA 10+71 (EASEME TT--A) TA 3+ 5 — — ---/ �� NEW SSMH 32B EW S S W / $ L T C7 o.s.3 VERT: 11„ = 50' LO�T CTSEWER COORDINATE TABLE - DRIVEWAY 1 1 1 x17 HORIZ: 1" = 1 00' SSMH# STATION NORTHING EASTING 1 1 X1 7 VERT: 1" = 1 0' 32B -0+01 10312.79 9270.90 33B 3+99 10313.99 9670.89 34B 7+41 10314.80 994.300 DRIVEWAY 1 SWR 4855 TYPE A TRENCH BACKFILL 4855 TYPE 1 PIPE BEDDING 4850 1 4850 N z z =J Z= W zz 4845 4845 4840 4840 4835 4835 STALL 268.1 LF _ 8" PVC DR-3 SS @459% ASTM D-30 4 4830 4830 4825 4825 4820 4820 r7 W W OJ O O m (p N M N (O OJ OJ OJ O� M M O OJ n D7 O O O N N N) M M M cp Q� o) r c0 N N N N N N N N N N 16 r7 n M n n n r7 r7 n M M ro ro ro ro ro ro � ro m m ro ro ro m ro ro ro m m w ro ro ro ro � m m w w w m m m m m m m m m m m m m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10-1) 11+00 12+00 VERIFY SCALE\ REVISIONS �"Y",,771 DRAWN BY: JCP/JCH PROJECT NUMBER THESE REDUCED. LINE MAYBE NO. DESCRIPTION DATE BY lvd. _ BOZEMAN GATEWAY 3636.006.040 REDUCED.ONE IN BELOW MORRISON Sol Technology 718 CHC'D.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5/24I07 KMG Engineers Bozeman,MT 59718 �� r'S SEWER IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Surveyors A JAMES . w% �R.BY` JAU BOZEMAN MONTANA 19 ULLMI ``I I Sc ent sts ;O 10539 PE W, DATE 2101108 DRAWING NUMBER ~� UU MAIERLE INC. Planners Phone:(406)587-0721 ;,� ? SEWER LINE - DRIVEWAY 7 Fax:406 587-1176 CENSE S 5 MODIFY scuEAccoRowcLn AnEmptoyeeownodcoeny ( ) rSj� °�� QA REVIEW BY: STA0+00 END A7 H:\3638\006WCAD\PLANS\SHEETS\RECORD\S4 S-5.dwg Plotted by jim ullman on Feb/18/2010 corrRloHroMaRwsaHMNErdE.IHo zow ` �,«NAL�,.��` DATE: SEWER COORDINATE TABLE SEWER SERVICE DRY SEWER SERVICE DRY SEWER COORDINATE TABLE SSMH# STATION NORTHING EASTING END ELEVATIONS (A.B.) END ELEVATIONS SSMH# STATION NORTHING EASTING 19B 0+00 9457.68 10351.56 STATION ELEVATION ATI N 22B 0+45 9370.96 8640.07 21B 2+97 9458.57 10648.54 2+00.0 4850.74 STATION ELEVATION 236 2+49 9574.76 8639.16 0+95.0 4844.75 24B 4+52 9777+96 8638.25 1+91.0 - END CAP 2+49 9574.59 8601.16 2+92.0 4842.02 q 4+02.0 4842.51 I � / I I � I I � I I 1 I e j I I I I A 5.5'T (LOT 57-5 SWR)= Ir 2+0 9TH AVE) uw aw aw aw aw aw aw aw W SSM B - a • • a - — — — — — -POWbER AVENUE — — — — — — — I ; ---m- �------ 0 1 — o S A 2 5 5.5' T 1 4 -_ -- STA 0+95- -I---- INSTALL 4" SER CE--- INSTALL 4_' STA 2+00 5.5'LT NEW SSMH 21 B INSTALL 4" SERVICE HORIZ: 1"� = 50' ---- -- ---------- — --- -------- -- ----- x VERT: 1" = 5' w O M M M M M M M M ? 1 1 x1 7 HORIZ: 1" = 1 00' ` e 11x17 VERT: 1" = 10' J STA 1+91 I N f INSTALL 4' SERVICE I W STA 2+49 325LT r STA 45 5.5RT STA 2+49 5.5'R REMOVE END CAP & F. N SSMH 22B NEW SSMH 23 INSTALL 38LF 8" PVC SD STA 52 5.5'RT O U ®g-ag,°fr NEW SMH24B .7 1 0.40%, (A.B.) LOT 13 LOT 12 LOT 11 LOT 10 IXW IXW EXW IXW IXW IXW IXW IXW IXW IX GARFIELD STREET RECORD DRAWING LOT 57-58 SWR LOT 10-13 SWR 4870 TYPE A TRENCH BACKFILL 4870 4865 TYPE A TRENCH BACKFILL 4865 TYPE 1 PIPE BEDDING N TYPE 1 PIPE BEDDING � � H 4865 4865 4860 N II ro 4860 'n N W M II II II in N N W W >fn Z n o m II II II II FINI SHED g w z z o II GRADE j>> c�a II in +f>w in a II 3y 4860 0 w z z + w z z 4860 4855 v w z + ~ 4855 Q= j j w II 0 �> �` > XI TIM2 R 0 UN 4855 — — 4855 4850 4850 MISTING GROUND FINISH D 4850 m 4850 4845 LE 4845 INSTALL 1 9.8 L 8" P C SD -35 SS 4845 4845 4840 A TM D 3034 NSTA L 199.2 4840 IN TALL 210+64 LF E PVC SDR-35 SS 8" PVC DR-3 SS ASIM D- STM -303 4840 138Yo( •) 1 4840 4835 1 1 1 4835 4835 4835 4830 4830 m�al N yro0 u ,6 v„,� r ro Oi N Ni O N O r mvi vi Nvi vi vi Ovi nvi Nvi ovi vi � Oi N OO v) M N N iuivi aaaroro rorororororororom ro 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 ?+-.2 4+00 VERIFY SCALE! REVISIONS Zjl� il�, DRAWN BY: JCP/JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = aI'/, BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW 1 SEWER SERVICES SHOWN 03/07 BJH Engineers 901 Technology Blvd. CHK9.W. NJH JORRISON Bozeman,MT 59718 r , SEWERIMPROVEMENTS SHEET NUMBER MEASURES ONE INCH. Sumeyors JAMES A. % APPR.BY:ORIGINAL DRAWING. 2 AS BUILTS 5/24/07 KMG aentists ,� ULLMA �� 1/OB BOZEMAN MONTANA DRAWING NUMBER INC Planners Phone:(406)587-0721 10539 PE MODIPrscALEAccoRowcLn AIERLE,INC. Faz:(406)587-1176 �S /CENSER G= °A�^ SEWER LINE LOT 57-58 AND LOT 10-13 `` An smpmyee-owed Company /,,s/� �. BY: STA 0+00-END S—V H:136381006WCADIPLANS\SHEETS\RECORD\S-s.dwg Plotted by Jim ullman on Feb/18/2010 covrRloHr®waRwsanMNEreF.INC zoy �"I,, �` DAB LOT 0.3.5 rr ° O.S.4 F / A 3+38 SSMH 156 _ - ---------- STA 0, 1.2' LT STA 6+66 I W00 / - INSTALL \ WR SVC NEW SS 3B / - 0 7Po E I // w w A w� -' \ w " w�� W \\ \\ 0.3.3 t l k 1 5 a / • o y \ _ -"\ / / STA 7+66 (HARMON STREAM)= w� oo \W ---_ \ / +/ / STA (TECHNOLOGY) < w w _ SSM W \ c a NEW SSMH 56 STA ---- INSTALL 36 LF O HAR M s �If I O.S.2 8" PVC O 0.50% (35' TBC TBC) ----, r 11 I ! STA 7+61, 38' RTZ 0 INSTALL 36 LF OF / w a LOT 35 W/ END CAP / f w w w w J I LOT 36 LOT 32 LILD % 7 O I / � SEWER COORDINATE TABLE STA T 1+10, 37.9' R I ] / SSMH# STATION NORTHING FASTING I I m 15B 3+38 9571.52 9099.63 8" PVC ® 0.50% 14B 4+90 1721.24 1113.91 W/ END CAP / 13B 6+66 9891.25 9161.90 ' 5B 7+66 9990.00 1 9177.66 Il III / H O R I Z: 1" = 50' RECORD DRAWING � SEWER SERVICE DRY END F� VERT: 1" = = `�T �T� ELEVATIONS (AB) � A 11x17 HORIZ: 1" = 100' vv 1 STATION ELEVATION 1 1 x 1 7 VERT: 1" = 1 0' 6+19.9 4842.05 HARMON STREAM 4865 TYPE A TRENCH BACK FILL 4865 TYPE 1 PIPE BEDDING mt L A!91 .m N 00 OJ if1 O�O� 4860 4860 + w� of II II AL >JL v� } III II h �ZZ� 66 VN 4855 - '�'- �. d N 4855 !�j j Z Z Z M �N I II a + w 4850 ASPH LT CL z o 4850 a z z 4845 4845 w STALL 146.4 LF 4840 8 PVC 3DR-35 SS 4840 79"A INS ALL 9 .0 LF Q tj ® �,L)N- o 1 0. %( .) FM - z 4835 a 0.74. 4835 z_ z_ 4830 4830 4 NNroa NN�roa NWa roa o rroa Na 7roa Wovf�v iN�fl OmaJ No�f Oaroa No�f Maroa No�f.Oaroa NNa.IMroa� NNa NMroa NM OamNroa Ov[NroaO ONa 7Nroa vrov v Nrov Ov>Nrov Nv Mrov N�O°a' N�IOroa� ��Oroa ^�Oroa r�0roa r�c0roaD ��Oroa Waa�ma O�WWroa �O°aJ� �OroaJ O�7a �roa �OO O (O9(� 6 N mN O N f m�N�s oNa)o NO L�, ,6 mNO�J a a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALE! REVISIONS DRAWN BY: JCP/JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW 1 SEWER SERVICES SHOWN 21P6107 BJH Engineers Sol Technology Blvd. �, CHKD.BY: 777 MORRISON Bozeman,MT 59718 SEWER IMPROVEMENTS SHEET NUMBER MEASURESORIGINAL ONE INCH ON Surveyors JULLM A. %, AMR.BY: owclNuoRAwlNc. � 777 BOZEMAN MONTANA zo.1 2 STUB TO EAST OF MHI5B 2@SI07 BJH ,A ULLMAN w% Saentists w DATE:2l01l08 3 AS BUILTS 5/24I07 KMG I `` Planners Phone:(406)587-0721 '� 10539 PE 2, DRAWING NUMBER �U 7 INC. Fax:(406)587-117s %F <, o c= CA HARMON STREAM BLVD. MODIFY SCALE ACCORDINGLY! An Employee-O—d Company �,s//CENSE F,�. BY: STA 0+00-END S-7 H:\3638\OO6WCADIPLANS\SHEETS\RECORD\S-7.dwg Plotted by Jim ullman on Feb/18/2010 covrRloHT 0 MORFIRIGN wEre.E.INC zoy �,i,...I I��` DATE Q / INSTALLS A 0 STA 7+44 24. - --- / Q / NEW GRATE INLET + i LOT6 / 24" PVC @ 0.5 INV. EL. = 4844.71(AB.)I Q,$,5 // INV. EL (W) = 4847. .) TBC EL = 4848.31 I INV. EL (E) = 4847.4 � 4 I � 10"o I i \ - 6LF OF / 7 ! >E 61 --------- 12 4- EW SD MH-1-- / / / / 0.5.3 I 1 1 I IF (35' TBC - TBC--- -w -----\ �� I 1 TA 11+82 28.61T 1 1 GRATE INLET W ��//// W - o w I 1 f TBC EL. = 4843.52 INSTAL 2'I L �F I Q r \ I i I 1 1 INSTAL LF t Wi 18" PV @ 0.70% ---- • I\ I 1 1 12" PVC Q 0 1�A57+38 25.6'RT / STA 8+06 e I • 1 � I NEW GR TE INLET INV. EL. 4843.73(AB•) TBC EE = 4848.17 / f \ w w w LOT 36 j LOT 32 S A 9+0 w s EW SD MH#3 oo a f O 0 o INSTALL 22LF OF 12" PVC @ 1.00% j 1 LOT 42 ; LOT 33 88 24.1'RT NEW SD MH#4 IN RAT L T 7 IB) / NEW GR INLET w TB EL. _ .82 STORM DRAIN COORDINATE TABLE STORM DRAIN COORDINATE TABLE - (CON'T) / / INV. EL. - 4 9 (AB.) STRUCTURE STATION NORTHING FASTING STRUCTURE STATION NORTHING FASTING / r INSTALL / TBC EL. = 4848. TA 11+82 4 GRATE INLET 7+38 9958.29 9198.56 INVERT 10+13 10206.83 9290.29 LO'p 37 / 10 Y / 15" PVC @ o 1. GRATE INLET 7+44 9972.07 9150.45 GRATE INLET 11+82 10389.47 9246.90 / 1 OF INV. EL. Q MH#1 7+54 9975.89 9186.55 GRATE INLET 11+82 10389.42 9297.49 24 PVC 00 o I,O'j'(;$ JJ LOT 14 HORIZ: 1" = 50' ,_ = 4 . 7 /� GRATE INLET 7+88 10007.93 9204.88 INVERT 11+82 10389.40 9316.85 � INV. EL. 0 ({2, 1 1 1 1 1 1 VERT: 1" = S' MH#2 8+06 10027.94 9194.86 MH#3 9+05 10124.13 9210.21 RECORD DRAWING 11x17 HORZ: 1" = 100' MH#4 9+97 102o4.ss 9z5o.82 1 1 x17 VERT: 1" = 10' HARMON STREAM BLVD TYPE A TRENCH BACKFILL 4860 TYPE 1 PIPE BEDDING 4860 ry^ n n � 'a a b rn v r rn 4855 ro a s a v N n 4855 II 11 N M II v 4850 0 =- >>> _ z 4850 E ISTING GROU 4D �. 4845 4845 4840 _ INSTALL 85.2 LF 4840 4835 II II 4835 0 0 4830 ¢ w 4830 z_ z_ Z 4825 4825 �a ^a Oa a �0aMOa OJ OO N a o0nWa N MOaJ 7 nha Nha Oha �IaD �(� O� �a1 OJ ONa NOJ n.maa m a � nO mof� Mof NNO O NNm O D � N a 4N �^ MO O O N N m ofm 10 N N N a 1,j N) ON N N W6 W6 ^6r0 N � 1h O O O WO a a a oWa f N� a a 0+00 1+00 2+00 3+00 4+00 5+00 E+00 7+00 8+00 9+00 10+00 11+00 12+00 VERIFY SCALEI REVISIONS b�('j'q" DRAWN BY. JCP/JCH PROJECT NUMBER �''b/ THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ a / BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW JORRISON 901 Technology Blwl. CHCD.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5124107 KMG Eng/^ears Bozeman,MT 59718 r" �'�, STORM DRAINAGE IMPROVEMENTS SHEETNUMBER oRURES N INCG. S.n'eyors -uAMMArAi' ��BYIJAU BOZEMAN MONTANA 21 IJAIERLE INC. Planers �,��' Planners'sts Phone:(406)587-0721 '� 10539 PE =J DRAWING NUMBER MODIFY SCALE ACCORDINGLY! 7 Fax:(406)587-1176 /`1111 CENSER G= HARMON STREAM BLVD wsmp�^yee o edc^many s or. STA 0+00-END SD-1 H:18638WO6WCADIPLANS\SHEETS\RECORD\SD-1.dwg Plotted by Jlm ullman on Feb/18/2010 covrRloHr®waRwsan�,ulEre.E.INc.zoy �,i�NAL�,.��` DAB II II / I i v I I 11 � f 11 IS 1 11 n TA 10 4 7.5 L O.S\6 TALL OF 18" PVC @ 1 'Z 1 STA 5+41 23.2'LT NEW GRATE INLET I i \ STA 2+86 3 I L T 1 t, 1 NEW GRATE INLET INV. EL. =4841.62(P4.B.) 1.00% \ INV. EL. _-iB46.86 .90(AlB.)NEW A E L T R MOVE THIS CONTRACT 1 0 T C L. = 8 6.1 NV. E 4 5 6 ) TBC = 4852.18 ST 12+40 23 0'LT EW GRATE' LET f LOT48 REMOV M TH TA 3+ 0 LT m LM21n � � � � �BE � � � u � � � � � � � u � � � � � � � � I ® A W GRA LET \ < \ LOT 22 f 15 PVC 0 1.00% EL. = 483 .00(AB f t7 s \ TB EL. = 4$4 .79 / S A 1 GRATE 17.5 ET V. OV = 50.HI \ \ INSTALL 46LF OF j NEW GRATE INLET (REMOVE FIR THIS CONTRACT) \ INSTALL 15LF OF I INV. EL.= 4852.34 47 cn 12" PVC O 1.78% SOUTH 29TH AVE N T L OF 18" PVC ® 1.00% \ y \ 35' TBC - TBC 30" CLASS III RCP INSTALL 40LF OF \ / TB EL. = 4855.69 R MO E FROM THIS CONTRACT ( ) B 1.00� 12" PVC 1.00% \ ) \ \ STA 5+87 20.7 LT I INSTALL 40LF OF 1 M � NEW GRATE INLET f LOT 20 LOT 19 - 1 INV. EL--- 4847.65 A.B.) _ -_ ----_-- --------_-- --- _INS �TC�OF �8-RVS-0� 8%- ITB€ = 4851.97 - - TI I TO FUTURE SITE GRADING a w IN nw u w wA w IN w IN w IN lw w ow IN o- w IN w 0 0 0 0 0 0 0 0 0 p G 0 o o o 0 o a 0 ��o g 0 0 f LLJSTAL AF - ------ ---SF43+4 W-..B'17-T---\ W 12"PVC 9) 2.35% NEW GRATE INLET INSTALL 28LF OF ry \ ! STA 5+61 11.0'RT I STA 8+39 11.0'RT 30" CLASS III RCP NV. EL. = 4847.32 F STA 3+21 11.0'RT TBC 4853.22 \ NEW SD MH#7 INSTALL 19LF OF I NEW SD MH#8 0 1 00% 1 C y STA 1+98 11.0'RT IN T LL 2 L F NEW SD MH#6 \ I I i q q NEW SD MH#5ONGd 1e 12'PVC L20% 1 i 15" PVC © 0.70% STA 10+50 17.5'RT f S 0 TURE�RADING I NEW GRATE INLET VIE N TO FUTURE MMI GRA ING STA 10+43 11.0'RT INSTALL l j,O'1'$3 1\ B INSTALL 44LF OF NEW SD MH#9 INV. EL. = 4846.05 a 18" PVC Q f 1 12" PVC 0 3.52% 1\ INSTALL 9LF OF TBC EL = 4846.05 I y TO FUTURE MMI GR LOT 39 \ ��. T49 \ 12" PVC 0 1.00% STA 12+40 17.5'RT I o STORM DRAIN COORDINATE TABLE \ t LOT 50 / 1 NEW GRATE INLET STRUCTURE STATION NORTHING EASTING \ 1 INV. EL = 4839.40(A. .)i I 1 1 C EL. = 4842.86 I GRATE INLET 1+73 9422.23 10369.17 / I STORM DRAIN COORDINATE TABLE - CON'T MH#5 1+98 9446.71 10362.59 j II STRUCTURE STATION NORTHING EASTING ✓L� GRATE INLET 2+86 9534.48 10317.32 GRATE INLET 5+87 9835+26 10329+70 GRATE INLET 3+21 9569.48 10317.21 ��< 1 \ I MH#8 8+39 10087+55 10360+68 MH#6 3+21 9569.73 10362.22 �� 1 I MH#9 10+43 10292.05 10360.07 HORIZ: 1" = 50' GRATE INLET 5+41 9789.50 10327.37 5F� I GRATE INLET 10+43 10291.97 10331.57 VERT: 1" = 5' GRATE INLET 5+54 9802.63 10371.26 GRATE INLET 10+50 10298.75 10366.55 1 1 x1 7 HORIZ: 1" = 100' MH#7 5+61 9810.19 10361,51 RECORD DRAWING GRATE INLET 12+40 10488.79 10365.98 1 1 x17 VERT: 1" = 10' a GRATE INLET 12+40 10488.68 10325.49 SOUTH 29TH AVE WIT W TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING4860 narns 4860 0gI m z 4 A - ¢: - - II 4855 rn z z z rn _ z rn 4855 �- - 4850 4850 ~0- z ASP ALT CIL ME-Pz 4845 4845 ae - _ as Is ae 88 se ea 4840 °B1 4840 Is Is as 4835 4835 r 0 0 0 Ii I J 4830 Q w 0 4830 Z 4825 w w w 4825 MM OOJ ^oJ �oJ NOJ OOJ �oJ NOJ OOJ �oJ of �oJ �oJ of �oJ �oJ of �oJ MOJ OOJ �oJ of ^oJ NO N N c6 .N ,O r M O O M rn O N m ,6 W^ �lD ^lD �lD ^lD �lD �V7 �V7 �V7 �V7 �V7 �� M� N� N� ON ON OWN OWN O) N OJ O s ^O ^O� W� r� �W MOJ ^OJ �^ -^ �n N� 1t0 1lD 1N �� M MM MM M� NM M��"] V�n ��n ��n ��n min ��n �� a �� a a� �a �� a �v �a �� a� �� a �a �a �a a� �a �a 1a , ;S, rom rom W. ro� ro� ro� ro� ro� ro� ro� m� m� rom m� m� m� m� mm m� m� m� m� m� m� mw , w a� �, W. a� a� a� a� a� a� a� �a a� �� a� a� �� a� �a a� �� a� �� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7100 8+00 9+00 10+00 11+00 12+00 13+00 VERIFY SCALEI REVISIONS DRAWN BY: JCP/JCH PROJECT NUMBER THESE �b A va,ll REDUCED. LINE MAY EL BE NO. DESCRIPTION DATE By _ BOZEMAN GATEWAY 3638.006.040 REDUCED.LINEBELOW MORRISON 901 Technology BlW. CHK'D.BY: NJH MEASURES ONE INCH ON 1 AS BUILTS 5124107 KMG Engineers Bozeman,MT 59718 -^ ��5 STORM DRAINAGE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Surveyors �U .IAM Es A. d' APPR.II JAU BOZEMAN MONTANA 22 ULLMAN w. Scientists 10539 PE ws DATE 2101/O6 DRAWING NUMBER p Planners Phone:406 587-0721 CA REVIEW ❑ A INC. ( ) _= SOUTH 29TH AVE MODIFY SCALE ACCORDINGLYI AOE to ee-Owned Co Fax:(406)587-1176 `/S 1/CENS`v� G= SD 2 ma r s/ Bv: STA 0+00-END S H:\3638\O06WCAD\PLANS\SHEETS\RECORD\SD-2.dwg Plotted by jim ullman on Feb/1812010 COPYRIGHT euoRRIo ERLE,INn amo "��NAL„` DATE: STORM DRAIN COORDINATE TABLE STORM DRAIN COORDINATE TABLE STRUCTURE STATION NORTHING EASTING STRUCTURE STATION NORTHING EASTING GRATE INLET 2+42 9913.35 8775.97 MH#7 19+01 9810.19 10361.51 GRATE INLET 2+82 9933.22 8810.97 GRATE INLET 20+98 9883.27 10542.54 GRATE INLET 2+91 9984.72 8796.30 MH# 21+07 9858.59 10561.95 GRATE INLET 21+31 9853.66 10569.04 U// � LOTzI a e 1 STA 2+91 27.2'LT � / F' ///v STA 18+ 71LT STA 20+94 17.5 LT NEW GRATE INLET NEW GRATE INL / NEW GRATE INLET TBC INV. EL = 4O""'^ /`/ SEE SHEET SD-2 / INV. EL. = 4847.49(AJ3.) INV.ffiL 4843.44(A.B.) I F 0 TBC EL. = 4850.50(AJ3.) 1 ..= J3. S � ��'� I °�; 4 u 1. I T U E S II / LOT SO I / STA 19+01 11.1'RT 1 INSTALL 53L + NEW SD MH#7 LOT 51 12" PVC ® 1.20% / INSTALL 31 LF OF I l�IJAAL 9 F 0 C°------d o 1I IN -r w a w w w w N w STA 21+13 17.5'RT w�w o Q o o NEW GRATE INLET -g---- ----- o w+� o INV. EL. = 4847.32(A•B•) _ w +o \ TBC EL = 4850.46(AJB•) • - w dt o w ___ w Iw STA 18+63 23.2'RT o Y 1+0 11.0'RT ] ' _-- --- 2 0 �� NEW GRATE INLET / LOT 53 W H#10 x x SEE SHEET SD-2 / + 9+09 o; --- - x + x- / / NEW x STA 1GRATE INLET -NOTTHST11DID(A B x Q, / Y SEE SHEET SD-2 LOT55 II _ _ N 2+4 NET STA 2 $2.2�.5R / 3 TALL 13L OF INV. E = NEW GRATE INLET - LOT46 46 12" PV 90% 4 8 L. = 484 INV. EL. _ 484 4.99-4844•1I( •) / TO FUTURE MMI GR DI TBC EL. - 4847.72 / INV EL = 47.44 TECHN L 35' T C - TB I N T ( 3 i LOT, HORIZ: 1" = 50' VERT: 1" = 5' so 1 1 x17 HORIZ: 1" = 100' 2 11x17 VERT: 1" = 10' 4865 4865 co�o co iri An 4860 ro m ro N-1 4860 + >'V w a z z 2p n ¢- -- + z 4855 rn o'z z z N z z p ASPHALT CL 4855 E) STING N z z z 4850 - 4850 4845 4845 4840 4840 a x rn N 4835 4835 z RECORD DRAWING 4830 w 4830 m (D n .OJ cp .O� .I� O N O ry O N O N O O O O� O� O�� O� O� O Ol O m 19+00 20+00 21+00 22+00 VERIFY SCALE! REVISIONS b�('�q" DRAWN BY' JCP/JCH PROJECT NUMBER THES �'`Ib EDUEPNINTS MAY BE NO. DESCRIPTION DATE By =�` a / BOZEMAN GATEWAY 3636.006.040 REDUCED.'LINE BELOW MORRISON Bozeman, Technology Blvd.. CHK'D.BY: NJH MEASURES ONE INCH ON 1 AS BURETS 5/24I07 KMG Engineers Bozeman,MT ss7t6 �''�, STORM DRAINAGE IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. Surveyors "� JULLM A. �� AMR.BY: JAU BOZEMAN MONTANA 23 Saentists 10539 PE DRAWING NUMBER ;A ULLMAN w� U MAIERLE INC. �A �1W Planners Phone:(406)587-0721 �� _� MODIFY SCALE ACCORDINGLY 7 Fax:(406)587-117s `/s /CE NSE� �?= CIA TECHNOLOGY BLVD(STA 18+50-22+50) SD-3 An Bm loy�-ow-d company S Bv: H:\3638.06\ACAD\PLANS\SHEETS\RECORD\SD-3.dwg Plotted by Jim ullman on Feb/18/2010 CUPYRI 0 MDRRISaNMNERUL INC.a010 ```R�QNA�,E�- DATE: C 52g9 g E,4g53 'c rta 90 4g53 4 � MMI ? FY' BUILDING INSTALL NON RESIDENTIAL DRIVEWAY LOT LINE APPROACH PER C.O.B. STANDARD (CONSTRUCTION LIMITS) DRAWING NO. 02529-12 A 1+94.5 12.5' LT I EW CURB INLET INSTALL 26LF OF N g11*2kaq'S tgc 48,,E}. 12" PVC ® 1.20% INSTALL 1OLF OF WITH TEMPORARY PLUG 12" PVC ® 0.70% Q INSTALL 21 LF OF WITH TEMPORARY PLUG - . . Q gc 48s"��2 sgc 4as4q jgc 4as4a� 12" PVC ® 0.70% SEE DETAIL . Eo STA 2+03.48 STA 1+85 5.5' RT - ♦ s29� S. 29TH AVE. NEW SO MH g�4e tgc 4aag. --IL - INSTALL rLO NOTES: 1 1. QUANTITY SCHEDULE HAS NOT BEENCHANG sgc 4g5y.'L STA 2+38.2 8.5' RT LIMITS. TO REFLECT NEW CONSTRUCTION g�, b6 tgc 4as3. gc 4es4o4 r INSTALL 155LF OF INSTALL NEW CURB INLET Zgc 4a8}. g�� g�� 4gs4�, 4sa 4ye 2. INSTALL CONCRETE CURB AND GUTTER ITEMS 101 THROUGH 107 REMOVED g�� aVo 4a5 4g5 STA 0+11 5.5'RT 18" PVC ® 0.73% NEW SD MH 5 ; INSTALL 12LF OF (BOTH SIDES) FROM NON RESIDENTIAL FRO CONTRACT WITHIN INDICATED AREA. # DRIVEWAY APPROACH TO STA 1+94.5 ONLY. STORM DRAIN CURB INLET AND 4' 12" PVC ® 0.70% CONSTRUCTION LIMITS 42 a � EWER SERVICE REMAIN IN CONTRACT. INSTALL 4" SEWER SERVICE 7 STA 1+94.5 12.5' RT INSTALL NEW CURB INLET N SANDHOLM OFFICE LEGEND a391 a4,a s44, 0 48 s20 -- CATCH CURB EXW IXW IXW IXW IXW IXW EXW GARFIELD STREET e \gG 4aa SPILL CURB E�4a5a6 g�, HORIZ: 1" = 50' T CURB M TRANSITION VERT: 1" = 5' 1 1 x 17 HORIZ: 1" = 1 00' *CONSTRUCT PER C.O.B. STANDARD e a2e 1 1 X17 VERT: 1" = 1 0' CURB & GUTTER DETAIL t gcg 4e5 DRIVEWAY - MMI SITE ri--� GRADING DETAIL _ - SCALE: 1"=10' (22"X3411) 4870 P STA 80 _ +�4.22 1"=20' (11"x17") = PVI ELEV .65 - + 4870 RECORD DRAWING w A.D. 2.00 K = 5.06.06 27' TBC-TBC 4865 a m 50 VC 4865 STORM DRAIN COORDINATE TABLE o STRUCTURE STATION NORTHING EASTING II N M 11.5' 11.5' +I MH#5 0+11 9446.71 10362.59 N N N � M 4860 w + N ro NEW MH 1+85 9447.23 10536.60 4860 GRATE INLET 1+94 9439.90 10546.12 > U w '� GRATE INLET 1+94.5 9465.62 10546.04 29, 2% 2% w > m > w GRATE INLET 2+38.2 9444.72 10589.80 r3' 3'+ 4855 - 4855 ROADWAY COORDINATE TABLE STATION NORTHING EASTING DESCRIPTION C.O.B. STD. CURB AND C.O.B. STD. CURB AND ASPHALT CL GUTTER GUTTER FUTU E TO OF SPHA 0+00.0 9452.18 10351.58 CL S. 29TH AVE 6" OF 1.5"- 3" ASPHALT 4850 0+29.0 9452.26 10380.58 BEGIN CONSTRUCTION MINUS BASECOURSE FABRIC, CONTECH IN L 53 LF 4850 2+28.7 9452.86 10580.26 END CONSTRUCTION C-200 MARAFI 50OX 2" ®1 00% 18" OF 6"- OR APPROVED EQUAL, S ITARY SEWERMINUS PITRUN AS REQUIRED BY S SHE S-6 QUANTITY SCHEDULE ENGINEER 4845 1 ITEM DESCRIPTION ESTIMATED UNIT 4845 No. QUANTITY 101 CLEARING & GRUBBING TOPSOIL REMOVAL 161 CY 1,01 ro � o 102 EXCAVATION EMBANKMENT 161 CY n TYPICAL ROAD SECTION ui a N �O 103 EXCAVATE STOCKPILE PITRUN FOR MMI 254 CY 4840 °o°o iO II a h°` w 104 6" MINUS PIT-RUN GRAVEL 241 CY II II ^z II II^� iD iDT a _w 4840 105 1-1/2" MINUS CRUSHED BASE COURSE 202 CY ROAD SECTION >N z ro >z cn m m 106 HOT PLANT MIX ASPHALT SURFACE COURSE 160 N3° GRADE B ASPHALTIC CONCRETE w z z __ a 0 107 CONCRETE CURB AND GUTTER 490 LF 6" OF 1 " MINUS TYPE A CRUSHED BASE COURSE. a_ r; ,>> a: > ;; ¢¢ ¢ > 108 NON RESIDENTIAL DRIVEWAY APPROACH 18" OF 6" MINUS PIT-RUN GRAVEL. 110 12" PVC STORM DRAIN PIPE 155 LF 4835 N u - -- to��- -- N N U H cn U�_ 110 18" PVC STORM DRAIN PIPE 155 LF ALL GRAVEL BASE COURSES SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY 4835L4835 111 48" STORM SEWER MANHOLE 1 EA DENSITY AS DETERMINED BY AASHTO T99. ALL ASPHALT COURSES SHALL BE 111 48" STORM SEWER MANHOLE 1 �n �n o w n ro o Io n n w 112 STORM SEWER CURB INLET 3 EA COMPACTED TO 93% RICE DENSITY. FOR ALL ROAD AND PARKING CONSTRUCTION OVERBURDEN MATERIALS SHALL BE 113 4" SANITARY SEWER SERVICE 123 LF 1 IFA REMOVED TO A DEPTH AS DETERMINED BY ENGINEER. N oo� ro� ro� ro� m� ro� m� m� ro� m� ro� roro roro roro roro roro roro ro� am 0+00 1+00 2+00 3+00 4+00 5+00 VERIFY SCALEI REVISIONS ,,b�j q�'II DRAWN BY: JCP/JCH PROJECT NUMBER LINE THESE PRINTS MAY BE NO. DESCRIPTION DATE BY �` a BOZEMAN GATEWAY 3638.006.040 REDUCED.ONEIN LOW MORRISON 9o1 rnan, T Blvd. CHK'D.BY: JAU MEASURES ONE INCH ON 1 NEW CONSTRUCTION LIMITS 03/22I07 BJH En9/n 901 TeCn,MT 69718 �s ROAD PROFILE&STORM DRAINAGE IMPROVEMENTS SHEET NUMBER Surveyors ,U dAMEs A. �% APPR.BI JAU BOZEMAN MONTANA 23.1 ORIGINAL DRAWING. 2 AS BUILTS 5/24/07 KMG ❑ Saentiats ULLMAN w� �,� 1/04/07 Planners Phone:406 587-0721 10539 PE DRAWING NUMBER MODIFY SCALE ACCORDINGLYI �❑ AIERLE ny �� 1> %,Fs � o G= oA REVIEW DRIVEWAY-MMI SITE Fax:406 587-1176 CENS`v SD-4 An Employee-o�,-„ea compeer BY. STA 0+00-END H:\3638\O06V+CAD\PLANS\SHEETS\RECORD\SD-4.dwg PloBed by jim Ullman on Feb/18/2010 covrRgRr ouoRweowawewF,INn,zmo �aI'll I DATE: O � O.S.3 1 \ o a k^ T y ti0"0� ti C' LOT 32 P 00 9^ h 00 1 0x ti �� Cy BLVD 0 9.y9k�� OkO�P �ECH OL Y BLVD WEST ook9 SCALE O \ S y�� A�A965�•• 5'�0C, °"000. \ Oo 009.k05 1" = 20' 0qP° 11x17: 1" = 40' F esa L 4850.48 o , LEGEND: S� y ROAD STATION, DESCRIPTION, 0"0°j0 I STA 5+02.79 7.5' RT O.S.1 � 1 T � OFFSET, AND ELEV. BC EL-4 51.75 STA 7+32.58 18.7' RT EL=4848.61 CL ROAD STATION AND i 7" a 1 •5, ds o STA 5+02.79 4851.53 ELEV. 00 0 ^/ TA 6+61.51 47.9' RT / � BC EL=4848 97 - FLOW DIRECTION R 15' A 6+54.37 63.3' T 6 TBC / 1 BC EL=4847.27 l� 89�� 1 1 rl FLOWLINE 'O o•P m LOT Cl EDGE OF ASPHALT \ sry oo Os?1, r I C s c F\`S�o NOTES: 11 �� RT LOT36 f �9 O• 1 1. ALL TBC INTERSECTION RADII TO BE 25', 1 Pp UNLESS OTHERWISE NOTED ON PLANS. 2. TBC=TOP BACK CURB 3. ALL SIDEWALK/CURB INTERFACES SHALL 2 TECHNOLOGY BLVD WEST / HARMON STREAM BLVD TECHNOLOGY BLVD WEST / FOWLER AVE C OVB. STD. DWG.I NO.R02529 E8 R-1 R-1 R-3 yN? ^yo ^h o 5<P Ev LOT 50 0y 0ry. m�� S0G LOT22 a' �TA 18+87.5 53.9' LT y`v `L TBC EL=48 2.00 �gx1B 5Z 08 .�P 4:'0 STA 18 2.75 47'LT 51 TBC EL 852.51 •5 �P •5 p, TA 19+54.46 17.5' LT kok a^ '� 5�o Bc EL=a6s1.s VD W ST �hti BL 5�ce o- o-0ry`ti"" ac 4$5?27 2 29.0'[T 1', TYR. TECHNOLOGY y0° + 6A la+ [ 4gsl.s a o 0 f== a- 9 34 2 +92.4 4852.5 R4', TYP. ... CT 0/ STA 5+70.24 19+42.13 18.7' RT h � ( r' E TBC EL=4851.75 0 51 B P F O 6 fC,034g p JO, O y 4852 S22 o 4' �4 U �X k0 10G ALE TBC I E 4853. TA 18+60. 6 51.4' RT i 22 TBC 4852.94 96.24 y 3,E 4852.8 '4 RT TB 9 A 18+47.32 .8' T O 0 "F\ LOT 53 LOT 46 BC EL=4853.3 �s.3 TECHNOLOGY BLVD WEST / S. 29TH AVE RECORD DRAWING R-2 R4 VERIFY SCALE! REVISIONS DRAWN BY: JCH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _-`pPb� ,, 638.006.040 REDUCED.LINE BELOW AS BUILTS 5/24I07 KMG En9lneers 901 Technology CHKD.BY: NJH BOZEMAN GATEWAY MEASURES ONE INCH ON MORRISON ' SHEET NUMBER ORIGINAL DRAWING. SUrve}rors �� JAMES A. d'% AMR.BY: JAU BOZEMAN MONTANA 24 ULLMsaentists O 10539APE w' DRAWING NUMBER U MAIERLE INC. �'��' Planners Phone:(406)587-0721 =� MODIFY SCALE ACCORDINGLY! 7 Fax:(406)587-117s /`'/s [/CENSER C? OA,REVIEW INTERSECTION DETAILS An Employee-Owned Company s �� Bv: D-1 H:\3638\006\ACAD\PLANS\SHEETS\RECORD\D-1.dwg Plotted by Jim Ullman on FebNB/2010 covrRloNr®waRPosoNawE�INc.zoq `"�11...I``` DATE: 1 00 U.S. HIGHWAY 191 I O.S.Sj 35' TBC LOTC10 E ASPI 1ALT \\ � k1 k00�6P k1 k0ybkk P E% CP F 5 �5 kry. h0 06 �O kh 13 00 1PS s k6 T T I k0y^ F(?%934 I 00 �� ✓? Ry 0 k6d k59 q0` N ONLY 2 GARFIELD ST � � a Izx�cs4<.ssZs.2•Rr F(. ss �\ w f R4p•'s� .Q. I Rr O.S.6 re —2--- Z c �R R 4/ SCALE 1" = 20' --— 11x17: 1" = 40' HARMON STREAM BLVD / GARFIELD ST LEGEND: 2 HARMON STREAM BLVD / U.S. HWY 191 R-3 R-3 sin 5+oz.79 7.5' RT ROAD STATION, DESCRIPTION, eC E_ OFFSET, AND ELEV. 1 00 $STA 5+0279 485153CIL ROAD STATION AND V. 35' TBC-- LOT 48 w LOT58 FLOW DIRECTION COLLEGE ST —1 3�8 — �� Q 3 TBC ,.� -----" - - --- .-�-- — — �9P ASP ALT FLOWLINE -'`'----- �i m , EDGE OF ASPHALT 5 NOTES: --- ^ yb. A 06^ 1. ALL TBC INTERSECTION RADII TO BE 25'. UNLESS OTHERWISE NOTED ON PLANS. 0c �� R5 R3• c 2. TBC—TOP BACK CURB o eeo TlQ' 6k ro� 3. ALL SIDEWALK/CURB INTERFACES SHALL SC EL=4843790.3' LT 13 00 TA 13+C cj HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. N0. 02529-8 R100' 85,�6 00 (�, y`k'k'1• �O 12x Ra43. oy. 0 rye. GARFIELD ST ,1j 6 �eG SB O.S.6 w O.S.10 a o^�k�ry h0 4 S. 29TH AVE / GARFIELD ST RECORD DRAWING 4 S. 29TH AVE / COLLEGE ST VERIFY SCALE! REVISIONS DRAWN BY: JCH PROJECT NUMBER THESE PR MAY BE NO. DESCRIPTION DATE BY 3638.006.040 FtNogy REDUCED.LINE BELOW �JORRISON i'7 {1''�,� SHEET NUMBER 1 AS BUILTS 5124107 KMG Ens/nee s Boze an,MT 597 8 CHI NJH BOZEMAN GATEWAY MEASURES ONEINCH.owclNuoRnwlNc. sNNeyos � JAMEs A. �' APPR.BY: JAU BOZEMAN MONTANA zs SULLMAN wi�� AIERLE INC. 10539 PF W; ATE 2ro1�6 DRAWING NUMBER Planners Phone:(406)587-0721 '� MoolFrscnLEnccoRowcLn 7 Fax:(406)587-1176 s /CENSEO = Q'P"EW INTERSECTION DETAILS An Employee-O—d Company /s �� eY: D-2 H:\3638\006WCAD\PLANS\SHEETS\RECORD\D-2.dn Plotted by Jlm ullman on Feb/18I2010 covrBl 0 MaBwSDNMMERLL INC.2010 `'';�NAL� `` DAB ROAD SECTION 3" GRADE B ASPHALTIC CONCRETE 6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE. 18" OF 6" MINUS PIT-RUN GRAVEL. HARMON STREAM BLVD SOUTH 29TH & TECHNOLOGY BLVD ALL GRAVEL BASE COURSES SHALL BE COMPACTED TO 95% OF THE > AVE., MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T99. ALL ASPHALT COURSES SHALL BE COMPACTED TO 93% RICE DENSITY. FOR ALL ROAD AND PARKING CONSTRUCTION OVERBURDEN MATERIALS SHALL BE REMOVED TO A DEPTH AS DETERMINED BY ENGINEER. NOTE: HARMON STREAM BLVD HAS A 12.5' BLVD ON THE WEST SIDE EXCEPT FOR THE BUS 0 STOP LOCATION o 60' 60' 13.0' 13.0' 35' PARKING 3" ASPHALT PARKING TBC-TBC (45') BLVD BIKE DRIVING LANE DRIVING LANE BIKE BLVD 3' C.O.B. STD. 3' WALK C.O.B. STD. BIKE DRIVING LANE DRIVING LANE BIKE LANE 11.5, 1 1.5' LANE SIDEWALK CURB AND LANE 1 1.5' 1 1.5' LANE CURB GUTTER 5' 2% �~ 5.5' 5' GUTTER 5.5' 3% 3% 2% _ +3% 5.5' -3% -3% 5.5' f III-III I- III- -I 1=1 1=1 =- II II 1= -III-III-' -III- -III-III-III-III-III-III-III-III-III-III-III-III-III-III=III-III -III =' -III III=111 ,,III=III-III;I11=III-II II illl-III-111 IIIII-III=III I11- - GRADE CHANGE1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111- -i -1 11-1 11-1 T!- C.O.B. STD. C.O.B. STD. 6" OF 15'- - = 6" OF 1.5"- MINUS BASECOURSE CURB AND 3" ASPHALT CURB AND FABRIC, CONTECH C-200 MARAFI GUTTER MINUS BASECOURSE GUTTER 50OX OR APPROVED EQUAL, AS 18" OF 6"- 18" OF 6"- REQUIRED BY ENGINEER MINUS PITRUN FABRIC, CONTECH C-200 MARAFI MINUS PITRUN 50OX OR APPROVED EQUAL, AS REQUIRED BY ENGINEER W/450 PARKING FROM STA 3+55 - 4+88 GENERAL WITHOUT 450 PARKING RECORD DRAWING ALONG S. 29TH AVENUE 0 0 0 0 ry 60' 60' 13.0' - 13.0' PARKING 3" ASPHALT PARKING 13.0' (45') (45') BUS STOP 6.5' 3' C.O.B. STD. 3' BLVD 5' C.O.B. STD. BIKE DRIVING LANE DRIVING LANE 3 CURB AND BIKE CURB AND C.O.B. STD. BIKE DRIVING LANE DRIVING LANE 3' SIDEWALK LANE 1 1.5' 1 1.5' LANE GUTTER CURB AND LANE 1 1.5' �1 1.5' BIKE GUTTER GUTTER LANE _ +3% 5.5' �_3% 3%� 5.5' +3%_ _ +3% 5.5' -3% -3% 5.5' 2% 1, 7E:IIIIIII_= III=III i I(IIIII _ III— '(I1=1II —III-III=' TI_— =III=III=III=III=III-III=III=III �IIII I,�III;�_I,III IIIII IIIII IIIII illl I —III-III—' I=III-11=III=III=III=III=III=III III=III=III=III=III=11—III=III=11 I II_!_I I l l i I ,,III-III-III-11I-III-III I i_- it.I I1=1I1-1 GRAD E CHANGE =1 1=1 1=1I 1=III-1I 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 =1 1=1 1- =111-1 1-1 11-11 6" OF 1.5"- 6" OF 1.5"- - C.O.B. STD. MINUS BASECOURSE GRADE CHANGE MINUS BASECOURSE 3' ASPHALT CURB AND FABRIC, CONTECH C-200 MARAFI GUTTER 50OX OR APPROVED EQUAL, AS FABRIC, CONTE H C-200 MARAFI 8" OF 6"- REQUIRED BY ENGINEER 18" OF 6"- MINUS PITRUN MINUS PITRUN 50OX OR APP VED EQUAL, AS REQUIRED BY GINEER W/BUS STOP FROM STA 6+00 - 7+02 GENERAL W/450 PARKING 5 GRAPH SC 2`5 5 ALONG HARMON STREAM BLVD (IN FEET) I inch= 5 ft. VERIFY SCALE! REVISIONS a11 Yga>> DRAWN BY: KMG PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = hlvd. , BOZEMAN GATEWAY 3638.006.040 REDUCED.LINE BELOW JORRISON Bozeman,901 MTy 718 CHKD.BY: JAUMEASURES ONE INCH ON 1 STREET SECTIONS IN GREATER DETAIL 1/18/07 KMG Engineers Bozeman,MT 59718 f '. ROAD IMPROVEMENTS SHEET NUMBER ORIGINAL DRAWING. su"Yo, :oJAMLS A. er APPI II JAU BOZEMAN MONTANA 26 1 AS BUILTS 5/24/07 KMG ,� ULLMAN w: AIERLE INC. Sae°tsfa �,�°"' °°' Planners Phone:(406)587-0721 10539 PE =i DRAWING NUMBER MODIFY8 ACCORDINGLY! Fax:(406)587-1176 �s QCENSE� STREET CROSS SECTIONS D-3 An Employee-Owaed Company rr,S� �C�� BY; H:\3638\OO6WCAD\PLANS\SHEETS\RECORD\ROADTEMPLATES.dwg Plotted by Jim Ullman on Feb/1S/2010 gMm y I e `VONAL��.�` DATE: SCALE 1" = 50' 11x17 1" = 100' STA 13+78.91 7.00' LT TBC PT STA 12+50.54 7.00' LT TBC PC STA 11+22.00 7.00' LT a gag TBC PC STA 11+00.09 5.10' LT TBC PT STA 8+60.70 5.00' RT STA 7+98.37 5.00' RT TBC PC TBC PC STA 9+17.70 5.00' RT TBC PC A STA 6+59.99 6.77' LT ~ f A Cn TBC PT o STA 4+65.19 4.00' RT TBC PC STA 6+66.39 7.00' LT oo 'y STA 5+69.64 4.16' RT TBC PC i TBC PC STA 7+10.81 7.00' LT / TBC PT STA 5+56.70 5.00' RT STA 1+54.33 7.00' LT TBC PT STA 4+46.19 7.00' LT / TBC PC TBC PT /o k / 1.0 It II / O / STA 13+78.91 5.00' LT S \ / TBC PC N + STA 12+50.54 5.00' LT Ae _ - / STA 11+22.00 5.00' LT TBC PT Z / TBC PC 0 0 0 0 0 0 0 0 0 _ STA 11+00.60 3.10' LT 1'FOWLER LER A V fNUE - - TBC PC STA 9+17.70 7.00' RT STA 1+54.33 7.00' RT TBC PT TBC PC TBC PT STA 4+13.18 7.00' RT STA 5+56.51 7.00' RT TBC PC STA W STA 4+65.19 7.00' RT TBC PC 1081 5.00' LT STA 8+60.70 7.00' RT a STA 4+27.94 0.66' RT TBC PT TBC PC TBC PC STA 6+66.29 5.00' LT q STA 4+46.19 6.00' LT TBC PT w STA 4+42.69 6.00' LT TBC PC TBC PT STA 6+60.11 4.77' LT STA 5+69.82 6.14' RT TBC PC STA 7+98.37 7.00' RT TBC PT TBC PC �pC lo��41 NOTE: MEDIAN CURB IS TO BE TYPE "A" PIN DOWN CURB I I I RECORD DRAWING VERIFY SCALEI REVISIONS 'g11 I DRAWN BY: JCP PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY �� 3638.006.040 REDUCED.LINE BELOW 1 AS BUILTS 5124/07 KMG ❑ Engineers 901 Technology Blvd. CHKD.BY: NJH BOZEMAN GATEWAY MEASURES ONE INCH ON MORRISON Bozeman,MT 59718 = SHEET NUMBER ORIGINAL DRAWING. �L��jj Surveyors JAMES A. Ki APPR.BY: JAL BOZEMAN ROAD IMPROVEMENTS MONTANA 27 ULLMAN w. Saentlats 10539 PE w DATE:00AN DRAWING NUMBER C�❑ AIERLE INC. Planners Phone:(406)587-0721 1F _ OAREVIEW MODIFY SCALE ACCORDINGLYI Fax:(406)587-1176 `/iS' '/CENSER G �_/' A.6mpmyae-oea com�nr ' E = BY: FOWLER AVENUE MEDIAN T H:\3638\006WCAD\PLANS\SHEETS\RECORD\FOWLER-MEDIAN.dwg Plotted byjim ullman on Feb/1812010 COPYRIGHT 01 PoBONMN� IHQ aaa '`<<�NAL,�. DATE: