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HomeMy WebLinkAboutOak Meadows Subdivision CONSTRUCTION IMPROVEMENTS FOR OAK MEADOWS SUBDIVISION LOCATED IN THE SW IA SECTION 1,1-2S,R5E,P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA EXISTING L " — — — _- EXISTING 8" WATER MAIN _ _ — _ _—_ --—SEWER MaN — -- — DEVELOPER B A M PROPERTIES,LLC _ _ -- -- MARK BERGESON 8 g-- BSt�1R/F9PREh' — Y- 6263 SOUTH 600 WEST HYRUM.UTAH 84319 EXISTING B" WATER MAIN I I I I I f i I I 4.4 �T9T I I I E'so I I I I G I ��� Or✓� INDEX TO SHEETS Q m — I Q — GENERAL SHEETS • I I F 4 _ 1 INDEX SHEET I I G-2 MISCELLANEOUS LEGEND AND NOTES C 2 I I G-3 STANDARD ABBREVIATIONS AND NOTES WEST OAK STRE'T j G-4 CONTROL POINT SHEET I I - I ROAD PLAN AND PROFILE SHEETS III R-1 JUNIPER STREET I R-2 NORTH 14TH AVENUE PROJECT Q I nT• R-3 OAK PARK DRIVE AREA R-4 BLOCK 1 ALLEY ^ I R-5 N. 12TH AVENUE F _ _______ R-6 CRABAPPLE DRIVE o i ---- R-7 BLOCK 2 & 3 ALLEY .VANZ ORlVE 2 R-8 MANZANITA DRIVE yA WATER PLAN AND PROFILE SHEETS " W-1 JUNIPER STREET ,hVICINITY MAP -j g 6 9 `<I I 5 0 8 ng 5 s W-2 NORTH 14TH AVENUE NORTH W-3 OAK PARK DRIVE NO SCALE W-4 N. 12TH AVENUE Q BLOCK 3 ALLEY W W-5 CRABAPPLE DRIVE BLOCK 2 ALLEY W-6 MANZANITA DRIVE r, W-7 WEST OAK STREET I s s Q SEWER PLAN AND PROFILE SHEETS S-1 NORTH 14TH AVENUE - --- ■ - -- - — S-2 BLOCK 1 ALLEY VE t` s-3 CRABAPPLE DRIVE a ' SEWER MAIN -- _ _ o s-4 BLOCK 2 & 3 ALLEY ' ------------- -- - _- r• S-5 MANZANITA DRIVE w STORM DRAINAGE PLAN AND PROFILE SHEETS SD-1E STORM DRAINAGE DETAILS e l I SD-1W STORM DRAINAGE DETAILS SD-2 STORM DRANAGE STRUCTURES I I,m. ROAD DETAIL SHEETS , �. DR-1 STREET DETAILS I wT„ DR-2 STREET DETAILS DR-3 STREET DETAILS DR-4 STREET DETAILS DR-4A GUARD RAIL DETAILS I - I I°,�� I DR-4B GUARD RAIL DETAILS xTT G1APBi I DR-5 NTERSECTION/CURB DETAILS DR-6 INTERSECTION/CURB DETAILS DR-7 INTERSECTION/CURB DETAILS DR-7A INTERSECTION/CURB DETAILS I: - - DR-8 WEST OAK STREET WIDENING -- - _ DR-9 STREET SIGN DETAILS ✓UN! STREET � WATER SYSTEM DETAIL SHEETS 1 EXISTING 24" I I too 50 too DW-1 WATER SYSTEM DETAILS RECORD DRAWING SEWER MAIN I GRAPHICC SCALE DR-10 W.OAK sTgEd" UTILITY IMPwVE/MLVTS A.i.) i IN FEET) 1 inch s 100 It VERIFY SCALE' REVISIONS DRAWN BY. DHW PROJECT NUMBER � AA�,'�'t,,� a16s 001 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 901 Technology Blvd ' .OHK'D BY: MRS OAK MEADOWS SUBDIVISION REDUCED LINE BELOW Engineers MIC SHEET NUMBER MEASURES ONE INCH ON 1 AS BULTS 1/9/2007 KMG MORRISON Bozeman.MT 59718 RA ; APPR.BY ORIGINAL DRAWING I s,,,,reb.s Y JRN BOZEMAN MONTANA 1 JJ�i S DAsrs 1232 MAIERLE INc. Planners Phone(406)587-0721 4r SMITH N°.1232 2J DATE 062206 DRAWING NUMBER MODIEvscAEEAccoRaNGLn Fax:(406)587-1176 gCgTEp{'� V= OA REVIEW INDEX SHEET anrmP/yc-fnYneef nmy.eny i F�?_ BY G-I N.W186t001VACADI.SHEETS%RECORDIG-4 NEW.DWG Plotted by msmrth on Apr/4/2007 —YRICHT c.MORrosoNawERLE INC.2oor``'"'LUNA�"'��- 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 DLC LINE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. CENTERLINE (9) 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 ROAD (EDGE OF EXISTING PAVEMENT) BE AS SPECIFIED. 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED ( EXISTING CULVERT WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. O FOUND MONUMENT BOX 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 A HORIZONTAL/VERTICAL CONTROL POINT TEST PRESSURES SPECIFIED. A CONTROL POINT 6. SYMBOLS.LEGENDS. AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER } COORDINATE POINT APPLICABLE, ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. JU B_I BORING LOCATION AND NUMBER. SEE 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. SPECS FOR BORING LOGS. ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT 32+00 WELDED, GROOVED END OR SCREWED PIPING,SHALL BE SURVEY HUB AND TACK WITH STATION PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED,SEE THRUST DETAILS AND U.S. GOVERNMENT BOUNDARY MARKER. NOTES ON DRAWINGS. FOUND C.O.E. BRASS CAP STAMPED W/NO. 19BM-2 BENCHMARK LOCATION AND NUMBER OR B. WHERE GROOVED END O IS SHOWN,IT SHALL THE RIGID JOINT TYPE,UNLESSS OTHERWISE SPECIFIED. WERE A EASEMENT CORNER REBAR FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE O REOINT F L.S. CAP ON, SE D5/C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. 9. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. �P-3 PIEZOMETER LOCATION AND NUMBER 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY X 1000 EXISTING GRADE APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE NVENIENT REMOVAL OF VALVES AND MECHANICAL EOUIPMENT. 1&1Goo FINISH GRADE 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE CONNECTION OF THE 42.6 ELEVATION ORIGINAL GROUND PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND EDGE OF TREES, BRUSH TO THE WORK OF OTHER CONTRACTORS,AS NOTED. 12. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE 2" EXISTING TREE W/APPROX. TRUNK DIAMETER THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR © BUSH STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE,MATERIALS, AND INVERT ELEVATIONS. 4 NEW TREE AS SPECIFIED v as SIGN, ONE POST OR TWO POST ® MANHOLE III.. EXISTING UTILITY OR TELEPHONE POLE ti NEW UTILITY OR TELEPHONE POLE DITCH SHOWING DIRECTION OF FLOW CREEK/RIVER W/DIRECTION OF FLOW —_I000-- � NEW CONTOUR GENERAL DESIGN DESIGNATIONS --10001 — EXISTING CONTOUR SECTION (LETTER) OR ON OR DETAINS MERE EN;SECTION DETAIL (NUMERAL) l\DESIGNATION DRAWING NUMBER �� X-X WHERE SHOWN MATERIAL SYMBOLS ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER DRAWING NUMBER S CONCRETE (OR SAME DRAWING) WHERE TAKEN DETAIL AND SECTION DESIGNATION GROUND SURFACE STANDARD DETAIL NUMBER—� XXXXX —STANDARD DETAIL DESIGNATION SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS STANDARD DETAIL DESIGNATION NOTES: 1. - SYMBOL USED ONLY WHERE REWIRED 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. 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 �1 THESE MAY eE NO DESCRIPTION DATE BY DRAWN BY. DHW PROJECT NUMBER E PR 4186.001 REDUCED LINEeELOW 901 Technology BNd 'gNKO BY MRS OAK MEADOWS SUBDIVISION MORRISON Bozeman.MT 59718 SHEET NUMBER MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG E"9'n�rs = MICHAE JRN BOZEMAN MONTANA z SMITORIGINAL DRAWING, 1 INC. Surveyors RAY APPR.BY + JJ MAIERLE I Sclenflsts 1232 - DATE. D6122,06 _ Planners phone:(g061587-0721 ��r� No.12326 E =s DRAWING NUMBER MODIFY SCALE ACCORDINGLY' 7 Fax(406)587-1176 �, C) N.V7186W01VACAD\SHEETSURECORDIG>NEW DWG Potted by--th on Aprl4t2007 __ 4n Empin_vec-lhvnrit iuntwgl ,, 1%VIAL�� DABE A_REVIEW MISCELLANEOUS LEGEND AND NOTES !-'!_2 COPYRIGM c.MORRISON MPIfRLf.IML.2 lllli��� G L ABBREVIATIONS GENERAL NOTES 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montana Public Works AB ANCHOR BOLT FB FLAT BAR,FACE BRICK Standard Specifications 5th addition dated March 2004 and project specifications. ABDN ABANDON FC FLEXIBLE COUPLING PL PLATE, PROPERTY LINE PLVWD PLYWOOD 2. Water Main Pipe Material shall be as specified on the plans. All Water Main mall be installed with a minimum ABV ABOVE FCA FLANGE COUPLING ADAPTER PMP PLANT MONITORING PANEL cover of 6.5 feet with respect to finished grade. Insulation shall be installed in areas where 6.5 feel cannot be AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PNL PANEL achieved due to culvert/storm sewer piping. ADDL ADDITIONAL FDN FOUNDATION PRCST PRECAST ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED 3. Maintain 18' (Yerl.) separolion between all water main and all sewer main. ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY AFF ABOVE FINISHED FLOOR F. EX7 FIRE EXTINGUISHER 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, AMR ANCHOR FF FINISHED FLOOR PREP PREPARE,PREPARATION PROP PROPERTY as determined by the Owner and the Engineer. ALUM ALUMINUM FIG FINISH GRADE PRV PRESSURE REDUCING VALVE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWATCH,PIPE SUPPORT verify the existence, location, depth, size. line and grade of existing utilities connections prior to construction. The ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT,POINT OF TANGENCY Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE prober protection when location is known. APVD APPROVED FLG FLANGE PVWT PAVEMENT ARCH ARCHITECTURE, ARCHITECTURAL FEE FLOW LINE R,RAD RADIUS 6. A list of representatives to contact for information regarding facilities is as follows: ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE AVG AVERAGE FUR FLOOR Montana One Call System Dispatcher 1-2-46714-5555 O AT FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE Northwestern Energy Malt Adolf right 582-465 BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RD ROAD,ROOF DRAIN Bresnam Communications Scott Adolf 585-2355 BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL ROCR REDUCER BETW BETWEEN FT FOOT, FEET REBAR REINFORCEMENT BAR 7. The contractor shall adjust all valve bores, curb bores, and manholes final grade upon completion of all REF REFERENCE construction. Any bores or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall BF BOTTOM FACE FTG FOOTING,FITTING REINF REINFORCE be repoired at the expense of the contractor. This work shall be incidental to the project, seperate payment will not BLDG BUILDING F TO F FACE TO FACE be made. REDD BLK BLOCK GA GAGE,GAUGE RE RELOCATE,RELOCATION REWIRED BLW BELOW GAL GALLON 8. All backfill for utility trenches shall be Type 'A', utilizing Type 1 bedding unless directed otherwise by Engineer. BM BEAM, BENCHMARK CALV GALVANIZED RST REINFORCING STEEL Specified beddingshall be from 4' beneath the a to 6 above the to of pipe see MPWSS STD 02221-1 The P^P D D�P ( )� BOT BOTTOM GALVS GALVANIZED STEEL R/WRT RIGHT cost of this additional bedding shall be included the unit price bid for water and/or sewer main. BIRD BEARING ONO GROUND SAN RIGHT-OF-WAY SAN SANITARY 9. All valves shall be installed with thrust blocking, and calve boxes in accordance with MPWSS and C.O.B. BRKT BRACKET GRTG GRATING SCHED SCHEDULE CHAN CHANNEL GSKT GASKET modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. S SIDEWALK personnel only. CHK CHECK GSP GALVANIZED STEEL PIPE Cl CAST IRON GVL GRAVEL SEECTCT SECTION SHT SHEET 10. All fire hydrants shall be installed in accordance with C.O.B. Still Dwg No. 02718-4. CIMJ CAST-IRON PIPE MECHANICAL JOINT GWB GYPSUM WALLBOARD SIM SIMILAR CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD SLP SLOPE it. All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB conformance with MPWSS detail 2713-1, or must have mechanically restrained 'pints as indicated on the plans. CIRC CIRCULAR HD HUB DRAIN SP SPACE SPACED SPEC SPECIFICATION CATION 12. The Contractor is responsible for controlling dust and erosion during construction al his expense. Streets shall CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPG SPACING r P 9 9 P CL CENTER LINE HDR HEADER be watered to control dust when ordered by the Engineer. Erosion shall be controlled in accordance with the MPDES CLDI CEMENT LINED DUCTILE IRON HK HOOK SORT SUPPORT Permit. SO SQUARE OLD CEILING HM HOLLOW METAL SQ FT SQUARE FOOT 13. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments CUR CLEAR, CLEARANCE HORIZ HORIZONTAL So IN SQUARE INCH indicated on the plans. Elevations ore finished asphalt elevations. CMP CORRUGATED METAL PIPE HP HORSEPOWER SST STAINLESS STEEL CMU CONCRETE MASONRY UNITS HR HOSE RACK,HOUR STA STATION 14. All disturbed areas sholl be seeded by the contractor in accordance with MPDES Permit. CO CLEANOUT HT HEIGHT,HEAT TRACE SS SANITARY SEWER COB CITY OF BOZEMAN HV HOSE VALVE STD STANDARD 15. Access for other contractors working on the site and emergency vehicles shall be preserved at all limes in COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STIF STIFFENER accordance with the concurrent construction plan provided in the project manual. COMB COMBINATION HWY HIGHWAY STL STEEL CONIC CONCRETE OR CONCENTRIC HYD HYDRANT 16. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility CONN CONNECT, CONNECTION 10 INSIDE DIAMETER STRUCT STRUCTURE companies. SYM SYMMETRICAL CONSTR CONSTRUCTION IE INVERT ELEVATION T&B CONT CONTINUE, CONTINUED,CONTINUOUS IF INSIDE FACE TB TOP AND BOTTOM The contractor shall notify One Call O 1-800-424-5555 for onsite utility location. All existing utilities shall be TB THRUST BLOCK marked before digging. CONTR CONTRACTOR IN, INCH TBC TOP BACK OF CURB COORD COORDINATE INFL INFLUENT TF TOP FACE 18. The contractor shall maintain service of all ezistinq utilities. If said service is damaged, the contractor shall CORR CORRUGATED INSTL INSTALL,INSTALLATION TEMP TEMPORARY, TEMPERATURE immediately repair the damage at the contractor's expense. CP CONTROL PANEL INSTR INSTRUMENT CPLG COUPLING INSUL INSULATE THK THICK 19. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed C TO C CENTER TO CENTER INT INTERIOR THOU THROUGH LF-4'. The displayed e LF is for estimatingpipe a quantities, center of manhole to center of manhole. See CTR CENTER JB JUNCTION BOX T.O. TOP OF ) yrnespecifications. p y T.P. OUTSIDE TOP OF PIPE measurement and a ent in the CTSK COUNTERSINK JST JOIST TOC TOP OF CONCRETE. TOP OF CURB CU CUBIC JT JOINT Water and sewer service lines shall be extended to 30 LF from the centedine of the street unless noted T oth TOP OF STEEL othewise. CU FT CUBIC FEET L ANGLE TW CU IN CUBIC INCH LBS POUNDS TOP OF WALL 7YP TYPICAL 21. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. CULV CULVERT LF LINEAR FEET UBC UNIFORM BUILDING CODE CU YD CUBIC YARD LNTL LINTEL UG UNDERGROUND 22, All utility conduits for irrigotion, electrical, gas, phone. CATV, etc.-. shall be buried a minimum 24' from D DRAIN LONG LONGITUDINAL ULT ULTIMATE finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations shall d PENNY(NAIL SIZE) LP LOCAL PANEL UTIL UTILITY be determined and field fit as directed by the Engineer and shown on record drawings. DBA DEFORMED BAR ANCHOR LR LONG RADIUS V VALVE, VOLT DBL DOUBLE LT LEFT 23. Maximum lop elevations provided for water main construction represent the maximum top elevation at the DET DETAIL LVL LEVEL VB VALVE BOX location identified to achieve the required 6.5' cover based on planned street elevations without allowances for DI DUCTILE IRON, DRAIN INLET LVR LOUVER VERT VERTICAL construction variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe VOL VOLUME is achieved. DIA DIAMETER MATL MATERIAL VRFY VERIFY DIAG DIAGONAL MAX MAXIMUM VTR VENT THROUGH ROOF 24. Contractor is responsible for obtaining storm water discharge permit prior to construction. DIM DIMENSION me MACHINE BOLT W WDTH DIMJ DUCTILE-IRON MECHANICAL JOINT MCC MOTOR CONTROL CENTER WD yOODOU 25. Contractor is responsible for obtaining street out permits prior to construction. DIR DIRECTION MCP MOTOR CONTROL PANEL W,/ W TH ON DOWN MECH MECHANICAL DR DOOR MFD MANUFACTURED W WITHOUT DWG DRAWING MFR MANUFACTURE, MANUFACTURER WL WATERLINE WM WIRE MESH, WATER MAIN EA EACH MH MANHOLE WS W EF EACH FACE,EXHAUST FAN MIN MINIMUM E EL, ELEV ELEVATION MISC MISCELLANEOUS WSTL WELDEDLDED WATER SURFACE STEEL, WROUGHT STEEL TE WT WEIGHT ELB ELBOW MJ MECHANICAL JOINT WTR WATER ELEC ELECTRIC, ELECTRICAL MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WV WATER VALVE ENCL ENCLOSE NIC NOT IN CONTRACT WWF WELDED WIRE FABRIC ENGR ENGINEER NO NUMBER EP EDGE OF PAVEMENT NOM NOMINAL FM X WELDED WIRE MESH EDE EQUAL, EQUALLY NTS NOT TO SCALE FMR TRANSFORMER YD YARD EQL SP EQUALLY SPACED OC ON CENTER EQUIP EOUIPMENT OD OUTSIDE DIAMETER NOTE /� EQUIV EQUIVALENT O" OUTSIDE FACE T�O� DRAWING T ���� EW EACH WAY CHIP OVERHEAD POWER 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR RECORD iK�'[� 1 EXC EXCAVATE OPNG OPENING USE ON DRAWINGS AND TEXT", PUBLISHED BY THE EXH EXHAUST P&ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) EXP EXPANSION PC POINT OF CURVE OR CONTACT THE ENGINEER. EXP JT EXPANSION JOINT PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT EXST EXISTING PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. EXT EXTENSION, EXTERIOR PEN PENETRATION 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS F FLANGE PERP PERPENDICULAR (INSTRUMENTATION AND CONTROL, ELECTRICAL,ETC.) ARE FAB FABRICATE PH PIPE HANGER PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. PJF PREMOLDED JOINT FILLER 4. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FOURTH EDITION, JANUARY 1996 AND ADDENDUM 1 DATED JUNE 1, 1998 AND ADDENDUM 2 DATED MAY 8, 2000, VERIFY SCALE' REVISIONS THESE PRINTS MAY BE NO. DESCRIPTION DATE BY ,DRAWN BY. DHW PROJECT NUMBER 901 T REDUCED LINE BELOW - -- - _ Technology Blvd MICHAE � IH CD BY MRS SHEET NUMBER MEASURES ONE INCHON 1 AS BUILTS 1/9/2007 KMG � ErIgh16ers Bozeman,MT 59718 }� , OAK MEADOWS SUBDIVISION ORIGINAL DRAWING MORRISON surveyors RAY '., APPR.BY: JRN BOZEMAN MONTANA 3 F -ti `� Scientists SMITH DATE 0622/O6 J MAIERLE INN, ;.,ram N°.12326PE DRAWING NUMBER Planners Phone:(406)587-0721 =_ MODIFY SCALE ACCORDINGLY' 7 Fax(406)587-1176 rcrslEw QAREVIEW STANDARD ABBREVIATIONS AND NOTES (��� An F.YRploy--(hw f('ump.- �� BY v N.A 18610011ACAD13HEETSURECORMG4 NEW.DWG Plotted by msmith on Apr/42007 0-11;Rr 1 MORRIsoKIMCRLE.1. zooRr II`fiIINA�. � DATE — — s s 8 1►€sr —�s_ __ _ HYD "En axvl v.a. —H YD— I ores vecY.x I I I I I I I � I I I - I CITY OF BOZEMAN DATUM I I Point I C I Northing Fasting Elevation Desc HYD . J I I HYD"A" 528784.5 1571232.77 4753.02 BM"A" HYD"B" 529116.36 1571241 82 4749.37 BM"B" ��0 OGr HYCIZ 529405.30 1571249 53 4746.61 8M"C" 2 HYD"D" 5296N 85 1571256.90 4742.20 BM"D" V� I HYD"E" 530033.52 III 1571266.45 4739...28 BM 119HYD:,,,, 53001636 5712675 474040 BM FEJK " HYD"G" 52943948 15744169 47465 BMG" HYD 'D 4742 BM" . 1 65M"H , HYD"I" 52914737 15788 61 47482 1" HYD"J" 529098 14 157161814 475214 BM HYD"K" 52877271 1571610954 475537 BM HYDL" 52874770 1571877.69 475264 BM"L" I I � I NOIF xor " ..". ALL HYDRANT FL FVATIONS ARE'1'OTHE"ARROW BOLT" I H D "G" HYD "14 HYD "C MANZA �4 DRIVE BLOCX 3 ALLEY CR IVE ,a HYD "S" I I I f l I I I HYD "A j �I H)D"•'K" „ ✓UNI STREET GRAPHIC SCALE I, 100 9 5 0 1 00 ��hnm D'yL RECORD DRAWING VERIFY SCALE! REVISIONS a'I�YR�1) DRAWN BY: DHW PROJECT NUMBER _ H'byx 4186.001 THESE PRINTS MAYBE NO. DESCRIPTION DATE BY 901 Technology Blvd. = K'D.BY'. MRS OAK MEADOWS SUBDIVISION REDUCED.LINEeELOW , AS BUILTS -- 1/9/2007 KMG MORRISON MEASURES ONE INCH ON Engineers Bozeman,MT 59718 MI RAY APPR.BY MONTANA SHEET NUMBER Surveyors - JRN BOZEMAN oRIOIr1AL DRAVNr10. SMR J MAIERLE INC. �re°ri�s DATE. 0622/06 DRAWING NUMBER • alenners Phone(406)587-0727 No.12326 E _, 7 Fax(406)587-1176 * R IFY OA REVIEW CONTROL POINT SHEET G1_4 MOD SCALE ACCORDINGLY- LY' 1rrfny.h�.xr-lMnn/('.un/Mrn. rr�' ISTE �`- N.141861001 WCADISHEETS1RECORDIG4 NEW.DWG Plotted by msmith on Apr/42007 c�,YR1n"�,wxxaisDN�wEaLE. -ymT ''�x,,,NAL��.. DATE: I I NI E. k I jDELTA=l C C Z DETECTABLE WARING ACCESSo; - FENCE TO BE REMOVEDSURFACES COMPLYINGQ BY CONTRACTOR W/ADAAG.(TYP)INSTALL VALLEY GUTTER,SEE STD. DETAIL #02529-1 - $ c✓UN7P R STREET - �- $ -+ - _--__STA 3+37.96 �- TRANSRION CURB END CURB, GUTTER TO EXISTING LENGTH=39.43' h SIDEWALK BEGIN: STA 0+05.20, EL: t4751.04 RADIUS=150.00 CONSTRUCT TEMPORARY END: STA 0+30.12, EL: 4751.05 DELTA =15.03'37" Isl ROADSIDE DITCH WITHIN 50 0 25 50 PROPERTY BOUNDARY IN FEET) -'�OHP TO BE RELOCATED BY NORTHWESTERN ENERGY HORIZ: 1" = 50' VERT: 1" = 5' 1 1 x 17 HORIZ: 1" = 100' 1107 VERT: 1" = 10' NOTE: 1.) FIELD VERIFY ELEVATION OF EXISTING NORTH 14TH AVENUE AT INTERSECTION WITH JUNIPER STREET. JUNIPER STREET HIGH P - 3+36.04 - I PVI STA 3+49.70 PVI ELEV 4754.19 - A.D. _ —2.75 K 54.48 1765 4765 — I-_ - 150' VC EXIS ING , C GROUND O CL n N. N a a M N N.i 4760 4760 ' n$ + n- N � ~ e < FINISHED GRADE ~ 1 II II I N N AS T ® CL (A w m m w 14755 4755 5 5;5; 5 S - - --- -- a —0.9 X 4750 3. 4751 4745 4745 -- ---- — _ 4740 4740 O 4735 * - _ N. W•- _ n 4735 RECORD DRAWING w Z = ZF a ��O Z I,. z w W �a 4730 Xz 4730 X cN c _ _ N Og rna 0Nn,I nj fi m d)^ n� oh n nIn O+DO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 VERIFY BCALEI REVISIONS _,��rv�d" `h DRAWN BY. DHW PROJECT NUMBER 001 THESE PRINTS WAY BE NO. DESCRIPTION DATE BY � 901 Technology Blvd. = MIC � �WD.BY: MRS _ OAK MEADOWS SUBDIVISION a186UM REDUCED.LINE BELOW 1 AS BUILTS 1/9/2007 KMG MORRISON Enters Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON Surveyors - JRN BOZEMAN RAY APPR-BY MONTANA 5 J1 MAIERLE INC. Planers SMI W DATE 082206 DRAWING NUMBER Planners Phone:14061507-0721 No.12326PE _; Fax 406 587-1176 v Cis O.A.REVIEW JUNIPER STREET R=I MODIFY SCALE ACCORDINGLYI An h'mpkyc-0—d CCmp j ( I rrrrrrrr CISTE0.�t'a BY: NM1861001%ACAOGSHEETaEC0RDYN-1.dwg Plotted by rnernilh on Ap0412007 coarm.a MOAINsoHUNERLE.wc.zoor rrrNr`IIINAL�... DATE: I' I F_rA 1 3 EX......G I ��."C1OR'" EXISTING 22'x36' J rut£T PAVEMENT EDGE PROPOSED NEW I PAVEMENT EDGE STORM DRAIN ARCH g STA 14 +05.¢B f3 V� _ - - _ rbR^'I /ABET END NST UCTIC!I. #S _ oL__ + +_-T+ - - u A NORTH /ITT(AVE' -- - — - - -- - — — —- - - -- + (10 _ o I � _ 6' FOOT SIDEWALK ON PARK PERIMETER - O I STo"rANtT 4t3 INtTHII S+✓rangy r SET I 4�477 Y IV N \ I R Z < Q 13 w Cn of h T RECORD DRAWING 1.)T FIELDSTREET VERIFY LOCATION AND ELEVATION OF EXISTING OAK STREET ASPHALT AT INTERSECTION WITH NORTH 14TH AVENUE. HORZ: 1" = 50' VERT: 1" = 5' 50 0 25 So m 11x17 HORIZ: 1" = 100 ( IN FEET) �^ 1 1 x 17 VERT: 1" = 10' NORTH 14TH AVENUEai — co w — P STA = 3+$0.88 << < P ELEV= 4747.62 m A.D. = 0.2D m rpi n w n a K = 500.021 PN S1 A 6+80.8 1a m�n to O a 4760 4^ + 1 . VC-._- - A.E. -0.65 vv O m n Q II K - 15126 _ 0a -- -- - - aaEiISNNG ASPHALT, 8 m - -- - P STA 9+ 88 - fw o o a FROM 1 a m '^ NELE tO sue m ^ m o g _ = 4737.38- 4755'S2 w LO POINT STA 12+74.92 + A.D. 0.85euais m r e K = 117.99 4m m PV1 STA = 12+110.88 cmi d c + n N N z z n a r+I P ELEV= 4711.26 m m + n w e oog rmi �� 1 ' VC m m+,,., ma A.D. 2.0 W W rD + Z W M7 K = 24.81 -- + 4750 j > nor nrcw o m n ^mom a a + w VC �J m U H0 m O O m a n w ll II m NNz W W 009ZZ } n O Orr + n I +II + Z-m nWJ> �II+ zo p. 4 cc .. mr n - --. 745 4745 "-- > > w �� »> II m m tii �J mm zzz N z_z + + zz - i:J 1. O,Y. U (W� STA 13+05.8t _ m W ENO CONSTRU:'�1.4 -- --- - - --- -- _ _ - 4740 47A0___ _- 4 LF 1 �RIP SLOPE=.p5 L 15'RCP SL PE = 1.46 A M -0.7 X .B. - - .o -- - - - __ - _ _ _Cie 471r, 269 LF 15"RCP SL PE = 0.468 A.B. °D K J Or 01 ) n w a Qa --- --- _ +I Zj Z n '.O +1 0 ... _- e _ 4730_ 4730 zo z o + o a+ m �l i + o w e 1,10 n pro z� m Z� m z N m 10 n+ Ona.m�na ne�a Nn+ mna�^a �<.�na- Nne mn+ ne m�+ na+n♦ na�^♦ nrpm n�a O�n+ ne 0m�a ne.0an ,O� O O 1 ra ne naNn+ _ Onane r+n+ nena nans nane ^ann+ annal.m O 0 m yr m n n nn My� an i + n Mna NMns 0+00 0+50 1+00 1+50 2+00 2+5( 3+00 3+5( 4+00 4+5C 5+00 5+50 6+00 B+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 VERIFY SCALE! REVISIONS ^' .j'iq"r n RAWN BY. DHW PROJECT NUMBER THESE PRINTS WAY]BE NO. DESCRIPTION DATE BY 901 Technology Blvd. MIC 'D.BY: MRS OAK MEADOWS SUBDIVISION REDUCED.LINE BEEOW ErpnN Bozeman,MT 59718 MEASURES ONE INCH ON 1 AS GUILTS 1�9 2007 KING Suneyda RAY PPR.BY SHEET NUMBER _ � JRN BOZEMAN MONTANA s M � JMORRISON SMIT MAIERLE INC. a No.1232 E DATE. 06122/06 DRAWING NUMBER PbnnerT Phone:(406)587-0721 == NODsrscALEAccolmlNClLr�. Fax(406)587-1176 �r a or c0. U_ 0A.REVIEW NORTH 14TH AVENUE R=� A.h'ny.loy---0-cd ComP-y rr 7 ST ��1- BY' 1 kWISO1001ACAD4SHEETSURECORDUt-2.dwg Plotted by msrnith on Apr/4/2007 covrsaHr e,uaewswaauiERiE.IHc.aom rr�`4,�NAL���.��` DATE 6' SIDEWALK ON - F PARK PERIMETER �t h 4 ASPHALT PATH EXTENDING FROM j CRABAPPLE DRIVE TO OAK STREET (SEE SHEET DR-2) _- - - o - ro OAK PARK DRIVE--- w x 50 0 25 50 _N - - (IN FEET VERT: 1" = 5' 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' _V a Ia OAK PARK DRIVE 7 O • _ - - _- 1 4760 1 T EXMntC ' W S FINISHED GRADE n4755 O LL ASPHALT 0 CL II II 1 4755 Lt v~i w s s 0- b_ 4750, 4750 474 4745 I 4740 4740 4735 14735 N V J J U d a� 00 Dd ' ^ j O2W Q 47 -. .. _-._ - - 4730 - z g c5 Z U rc w o F W �N - U RECORD DRAWING ^9 nnt. nIN rn Irn �Ir1 pn a� la. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+95.81 VERIFY SCALE! REVISIONS DRAWN BY. DHW PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY I 901 Technology Blvd 'D.BY MRS OAK MEADOWS SUBDIVISION 4t66aot REDUCED.LINE BELOW 1 AS BUIUS 1/9/2007 KMG J En9i,�rs Bozeman.MT 59718 .= MICH4Fi SHEET NUMBER MEASURES ONE INCH ON MORRISON ORIGINAL DRAMNG surveyors RAY / ' APPR.BV. JRN BOZEMAN MONTANA 7 Screntists SMITH DATE 0622/O6 DRAWING NUMBER r,rLJ MAIERLE INC. panne,= Phone(406)587-0721 No.12326 E 2- MODIFY SCALE ACCORDINGLY' 1 Fax'(406)587-1176 gCrSTE0.0 V' OA REVIEW OAK PARK DRIVE an rr„pro.o.-nwn<.l rnn,pagl y441 7 ��� BY. R-3 N.N186W01V\CADISHEETSVRECORDIR-3.dwg Plotted by msmith on Aprl42007 COPYRaHT c I—RIsoNawERLE.INc.zoor I„I MAI.�`� DATE. � I o a — •a �— — j __l + BLOCK / A °i - u o p o INSTALLICONCR � - o � i � PPROACH, SEE . I e DETAIL �02529-7A INSTALL CONCRETE rn APPROACH, SEE STD so 0 2s 50 q DETAIL Np2529-7A W - (IN FEET) HORIZ: 1" = 50' VERT: 1" = 5' 1 1 x17 HORIZ: 1" = 1 00' 11x17 VERT: 1" = 10' BLOCK I ALLEY N ' 4160 c o+ _ _. _ - _4760 EI(ISTI II II II GROU O CL r N FINISHED GRADE ++ 4755 5a T O CL n 14755 - a �1 0 4750 -L - � .. - - - 4750_ 4745 _- 4745 . 4740 - _474C 4735 .-- o - _4735 ~ V J Ir C U a a <.. �w a 4730 W _ .4730 _- W-_ 00 Z Z Z W K yrW1 X= W RECORD DRAWING ON rD$ N 0.AD I�jorT tDO InA n N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+97.99 VERIFY SCALE! REASONS ;�b�Y'ila,�Il DRAWN BY: DHW PROJECT NUMBER NO. DESCRIPTION DATE BY - �/ 4186 001 THESEPRINTS MAY BE 901 Technology Blvd _ ' yHK'D.BY: MRS OAK MEADOWS SUBDIVISION RE SORES LIRE 9EEOW En¢wrs Bozeman.MT 59718 MIC SHEET NUMBER MEASURES ONE INCH ON MORRISON, AS BOLTS 1/9/2007 KMG ORICIN DRAwIND S��Y y RAY APPR.BY: JRN BOZEMAN MONTANA 8 Scientists SMITH �� 0627J06 DRAWING NUMBER J MAIERLE INC. � No.12326 ) paO�rs PF��406 5871 761 rE o J D.A.REVIEW BLOCK 1 ALLEY R-4 MODIFY SCALE ACCORDINGLY, An EmpbYeeOwned(bmW^Y ax( C BY: N:W1881D01 WCADISHEETS,RECORDV2-4.dwq Plotted by mslnttn m Apr142007 covYRICRT s NORRisoN+luERLE.INc.zow c4�''�i NAL� � DATE: -----1 .I F- L -----J e � � �w I I T 2 I —L- -- -- L---_--J p+26.49 NSTRUCTtON- II 1 I I Q I Lr g I I I I III I I III III I I I I I I � I I I I'°'ALL wNerr7- I I S .� �� L_ L L 9.I A L+ O --- L -� L__ _ -_--- _ I + LT . -INSTALL SD TAIIET � ),' h NO TN 12T AVE o - - -- ---a - I - 1 -I { I--- -- --_i_ - w—l- S01'33'S3"W � I 1312.05' 8+29 (A.B) SEE DETAIL E STA. 8+9✓i _ BEGIN GABION WALL END ST�4819N 3NM tt ' WITH GUARD RAIL T _ *S&L GUARD RAIL >< INSTALL TERMINAL SECTION NSTALL GUA KD INSTALL TERMINAL SECTION I RFR SEE DI ON SHEET GABION WALL ENDS DR-'413 R-'413 (A.8.) STATION 12+90 (A.B.) 'I IVOTL L SEE SHEET DR-t4A FOR I I�u, Ca4ARD RAIL TERMINAL NOTE: WIRE MESH GABIONS DETAIL 5;ECrt6M D£Tg1L5 1.) FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WEST OAK STREET ASPHALT AT INTERSECTION WITH NORTH 12TH AVENUE. WIRE MESH GABIONS MANUFACTURED By MACCAFERRI (OR APPROVED EQUAL) SIZE-LENGTH 12'(UNLESS OTHERWISE NOTED) GABION RETAINING WALL DEPTH DEPTH 1S 1'10 1' STATION HEIGHT I STREET SURFACE S•ASPHALT SURFACE e' 1' 0.29' FROM 8+29 TO 8+89 1' RECORD DRAWING COMPACTED CUSHON GRAVEL, A To B LIFTS 8+89 9+49 1.5' NNrWR COMPACTED TOO PAOTE PRE TROURN GRAVEL, I PLACED IN UFTS NO 9+49 1 1+65 3' H O R I Z: 1" = 50' _ — - COMPACTED TO 95%OF PROCTOR I GREATER THAN V 50 0 25 50 VERT: 1" = 5' f 1 1+65 T34-A-9- 4' (IN FEET) 1 1 x 17 HORIZ: 1" = 1 00' COMPACTEDP SUBBASE 12+90 (A.B) 1107 VERT: 1" = 10' NORTH 12TH AVENUE 95z OF RocToa z PIA STA 8+72-85 LOW POINT V= 4738.68 0 PIA ELEV 4741.28 LOW POINT ST 12+55.36 A.D. 0.32 _ PM STA= m 475`-' 755 K 64.29 d PM ELEV 473&47 z Q 3 p L d a A.D. 270 0 0 FWASHED B J Z p~ I,W1 25' VC o 0 0 .-nd <a K = .63 0 V b ASPiNLT•CL Z Q¢ m n d o°` n 00 m CCL 03�1a�W1 QW H ".�1 C<7 O~Q JfW nO NW YWZ MdZZnrdOZ77. _ N� n^JdZII nEFd»ZAY 10 n 4750 , � > m4m 2 Vm K Z _d QZIiN JJp NB1WFJJE+ ^Z 10 + + Q '0 mNZQ O .0 VmW\3ZV W> X ZO L/N?z W JW 0' pWVwSI Q4745 474 Z KZo STA 1 +26.49 0J11 W -0.7 - ox 4740 40 IT 4 LF 5"RCP 4735 335 LF 15'RCP SLOPE 0.665% (A.B) 4730 I_I I 4730 O pp� CT Kn 0 ad. n 4.n 00 as + N^ 'd �� Qa Qd 411 4725 Wp Kg 5 . 7 p 0 Z 0 Z O WOOf+ ZN WO + Wt+p M �- UI~/1 W4 1WLZQ Q EZJN ~ U UN N Od.o �� 1^ ndo� dpa nd o nd o ndd♦o Yn YOnff MdI♦I EdA OO� ♦� Md Mf` Id�j o Nd P d No Od o Nd o pqO Mdgo dig� Mdgo do Md 11�1 do 0 O O do Mdpd OMnd)l n n nn MMO ♦o 1.* d f f d f ♦ f f ♦ ♦ < f ♦ ♦ d d < d d d f d d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+52.25 REVISIONS �1Y DRAWN BY'. DHW PROJECT NUMBER VERIFY S(,'ALEI _^'��ry TAN''ITy 4186001 THESE N'71KMVAY N NO. DESCRIPTION DATE _BY 1 901 Technology Blvd. III BY: MRS OAK MEADOWS SUBDIVISION REDUCED.LINE BELOW J Enpinexa BOZe�n.MT 59718 = MC SHEET NUMBER MEASURES ONE INCH ON 1 AS GUILTS 1/9/2007 KMG M O RRI S O N - ORIGINALDRAWNK � T 3unreyors SI�AITH PPR.Br_ JRN BOZEMAN MONTANA s JJJ MAIERLE INC. scren srs - DATE 0622lO6 DRAWING NUMBER Planners Phone(405)S67-0721 No.1232 2s MODIvSCALEACCORDMgLYI .T I I 1 Fax.(406)567-1178 ''4 qej 1 O.A.REVIEW NORTH 12TH AVENUE P y- »1 ,, R-5 N:W 1961001 WCADISHEM%RECORDUt-5-Mrg Plo ted by THI on Apd42007 covyaECHr c MoawsoN B,IEc..smr EE`uuLNaa..�� DATE. e I ASPHALT PAI H EXTENDING PROM _/ R APPLE DRIVE TO OAK STREET I pl I (SEE SHEET Doi-2) REMOVE AND D15POSE OF EXISTING FENCE I I + N I o I o I + I C + O j o INSTALL VALLEY GUTTER, - SEE STD. DETAIL {`02529-1 6� SIDEWALK ON �y -'INSTALL VALLEY GUTTER,27 PARK PERIMETER N I I �SEF STD. DETAIL /02529-1 I til R 0 25 50 IN FEET ) I of i HORIZ: 1" = 50' VERT: 1" = 5' 1 1 x 17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' CRABAPPLE DRIVE I PIA ST 5+59.83 4770 4770-7-- PM ELE - - A.D. -2.52 HIGH POINT ELEV = 4749.40 K 82.68 HIGH POINT STA = 3+35.25 1 ' -- 4765 PVI STA = 2+90.13 - _ _ _ 4765 PVI ELEV= 4749.77 A.D. _ -1.87 K - 106.92 + m a?6p I 200' VC _ I 4760 tO rc a $ g Na . 4755 < a R n n _ _ a , +� 4755 1 1 1 1 1 1 FINISHED GRADE GRDUND CL ,7{ r;j 1 1 II 11 II Fj{ /SPlV.LT O CL 753 ZSS m m O] J J J W W 4750 __ _ 5a 5 5 - 4750 -- -- -0.51X 00 1 1 p076 _. 4745` 4'0 A 474 a UJ Yg a an z m OU c� a� 00 a,'ao z&; 4740 of oc, z zrn + ,�r z+ w+ z+Z w Z RECORD DRAWING ZQ NZ 4 UN WI4 OVI U In UN n� u,m Na e rn of p ch rn r nn ^n ^n ^n ^n ^n ^n ^n n ^n n ^nn Y� ♦� a� �� +� aY <� aY a� a� ay as a+ apt 0+00 04 3 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 REVISIONS '' DRAWN BY: DHW PROJECT NUMBER VERIFY SCALE! _ 9 THESE PRINTS NO. DESCRIPTION DATE BY 901 Technology Blvd. _ 'D.BY-. MRS OAK MEADOWS SUBDIVISION REDUCED LNIE BELOW Engn— Bozeman,MT 59718 MICH MEASURES ONE INCH ON 1 AS BUILTS 1�9�2007 KMG MORRISON - JRN BOZEMAN SHEET NUMBER s�rveynrs RAY APPR BY MONTANA 10 ORIGINAL DRAWING SMIT �� S—nb&. ( No.12326PE _, DATE'. 0622/06 DRAWING NUMBER MAIERLE INC. P1- Phone 406)587-0721 ,,� MODIFY SCALE AccoRowGLr An Enrpluyre-owuN['nn pam Fax(406)587-1176 'RF0",E%Eo�V? BOA.REVIEW CRABAPPLE DRIVE _ DATE: N 14186t001 WCADVSHEETS\RECORDVR-6.dwg Plo ted by memith on Apr142007 c—R..K MoawsoRawLRI F INc zoa� ''III—, � S YANZANITA DRIVE T I I I 0 0 _ 20' ROW INSTALL CONCRETE IN FEET ,. - _o - .� I — So 0 25 so PROACH SEE STD. --r- 2 I DETAIL /0�529-7A ( ) 1 529-7A IASPHALT PAT EXTENDING FROM F I HORIZ: 1" = 50' CRABAPPLE DRIVE TO OAK ST F EXI$TING FENCE ET K VERT: 1" = 5' REMOVE AND DISPOSE � O (SEE S EET D72) O - -�----�--- .-- � 1 1 x 17 HORIZ: 1" = 100' I - 11x17 VERT: 1" = 10' I I I I 1 CRAB P BLOCK 2 & 3 ALLEY 4765 AIGH POINT ELEV= 4747.56 4765 HIGH POINT 3TA = 3+25 84 PVI STA = 3+55.66 VI STA = 84.52 PVI ELE 4747.85 P A ELEV= 4746.36 A.D. -1.83 4760 A.D. = -1 00 K 82.06 4760 15 ' VC 13' VC 4755 0 n 0 a _ a°'0_ _ 4755 + N ~ M O MT f%1 W EXISTING +^+rye II N *ED GRADE U C1 6i yj GROUND O CL 6 4 q 4750 TOGL to mm n unlll . .. 14750 W N WN o.a x. aaS a j— A- -ji 4745 _ % — _ 4745_ - i 4740 14740 OU L f O� N Z W 4735 14735 zB J a+ Z�y K+ Z R Z Z W W� _ W __ _ t RECORD DRAWING ^N NOIn i q01 NOl rIq aN� O M ^ ^N N ^Y7 YI N ^ r0 rp a! 0-HOO 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 VERIFY SCALE! REVISIONS "A`�� THESE MINTS ANAr BE NO. DESCRIPTION OATS BY -,�bry a'��� DRAWN BY. DHW PROJECT NUMBER THESEREDUC D.LINE eELOW 901 Technology Blvd 'D.BY. MRS OAK MEADOWS SUBDIVISION 4186001 NEasuREs ONE iNCN ON 1 AS BUILTS 1/9/2DO7 KMG J En9 a Bozeman,MT 59718 MICIi4Ekr oa,G,Nu oRnwlNG MORRISON .3 ' APPR.BY. JRN BOZEMAN MONTANA SHEET 11 NUMBER JJ�MAIERLE INC. DATE 06/22/06 Pranners Plane.(108)587-0721 No.1232 2- DRAWING NUMBER MODIFY SCuE ACCORDINGLY' ) Fax:(408)587-1176 rrr4 an Fmplgvre-<hrn«7 r 1�mpaq, rr + rsi[�E�3+ BY 0 A.REVIEW BLOCK 2 8 3 ALLEY R-^7 N A1861001 WCADISHEETS\RECORDV2-7.Awg PloBeo by mwith on Apr/412007 COPYgaNT a MORR�SON-I.WERLE,Mc.,zom r''�4"",L.��"` DATE'. � _ I ASPHALT PATH EXTENDING FROM f^ - -- ----- CRABAPPLE DRIVE TO OAK STREET (SEE SHEET DR-2) I 2 — - -- -- # - - - _ +- N YANZAN/TA RIVE __ —_F. — �— _. - I' Ol O O O __+ _ w O A -'.' p so o 25 so INSTALL VAILLEY G ER, SEE STD. ETAIL 02529 1 -I I INSTALLI VALLEY(GUTTER, (IN FEET) I, I SEE STD. DETAIL #02529-1 HORIZ: 1" = 50' VERT: 1" = 5' 1 x 17 HORIZ: 1" 100' 11 11x17 VERT: 1" = 10 MANZANITA DRIVE PVI TA = 5+71182 4765 PVI ELEV = 4744,44 _ _ - A.D. _ -1.67• - 4765 HIGH POINT ELEV- 4746.22 K = 64.98 HIGH POINT STA - 35.60 109, VC PVI STA = 3+Z7.58 4780 PVI ELEV= 4746.46 0 4760 _ - _. - A.D. _ -1.97 46 N a K = 50.71 n 1DO' VIC _ 4755 _ W _ 4755 m M Oi n f h m + n < <a <e ♦ + III N1 IN N < + � +< +< 4750 > N a II II II II II II also. W - - m m m W W U > > S FMISHE GRADE D1 H J ASPHALT O CL E%ISIe1G GROUND 0 a > s a 4745 -- _0 a. vas 4740 -_ -- _- - - 4740 J < UU <m M 0O rM a p < Z �r 4735 Z _ _ _. -_-.. 14735 Z K+ Z S Z� W Z e a�- N 't O� � N a0 a O ba0ZMmm O O 10. a It, e �~ RECORD DRA--__W_. ING -n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+06 4+50 5+00 5+50 6+00 6+59.49 REVISIONS �y1�.] �" �� DRAWN BY DHW PROJECT NUMBER VERIFY SCALE! v` 4186.001 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 901 Technology 8Nd. f MIC ,�A'K'D.BY: MRS OAK MEADOWS SUBDIVISION SHEET NUMBER REDUCED LINE BELOW Enoil— Bwemen,MT 59718 MEASURES ONE INCHON 1 AS BUILTS 1/9/2007 KMG MORRISON RAY �; APPR.BY. JRN BOZEMAN MONTANA 12 Su veyors _ ORIGINAL DRAWING JJ MAIERLE INc. $CeO''�� ffffFF{{., DATE. 08/22/06 DRAWING NUMBER I Planners Plane:(405)587-0721 No.1232$E =s _1„/:inPhw-0--d('nm � Fax:(406)587-1176 y`r!(l4 ..TER�V Q. REVIEW MANZANITA DRIVE MODIFY SCALE ACCORDINGLY( .- BY., R-8 N 186-1ACADISHEETS\RECORD%R-8 dwg Pbded by mwdh on Apr/4I2007 cOVYRpNr oMopnsoNawEraa Mc..zam I'kI�NAE...`. DA1E. o 1" WATER SERVICE OI 3 Q STA 2+50 32.5 LF •v -0+10.411.2' LT-- — O �_. — _ _g JUNIPER STREET g I _ - - _$ --___� -. -__ --o _ I - - + ~. CONNECT TO EXIST- 0 25 50 - - - �— SD B" WATER MAIN-INSTALL I _ v 6" TEE & 8 CATE W.V. (IN FEET) ill 3+27.5 6.1' LT I INSTALL BLOWOFF INSTALL BLOWOFF HORIZ: 1" = 50' CROSS EXIST, SEWER MAIN SEE STD. DETAIL #02660-7 SEE STD. DETAIL #02660- " MAINTAIN 1.5' SEPARATION VERT: 1" _ J' if 1 1 x 17 HORIZ: 1" = 1 00' 11x17 VERT: 1" = 10' JUNIPER STREET 4760 m WEAL FLCT m 8, 4760 ASPIMLT O CL Ef091NC GROUND O CL 4755 4755 � m 4750 4750 N _ + n X N S 6.5' IN. + O n BURY DEPTH 1 WATER SE CE r 4745 MAINTAIN 18" 4745 32. LF Q r Vl m 4740 4740 y w X O 2W Z�J IJV))NJ.. W O Q m 4735 Fa w 6 \ w 3 j Q alJryZ�•WWJJJQ 4735 0 J ~4NHw N m� Q Q FZay Z ilQ nZc �In O 1 UNkn � N � O oV) Wz Z n 4730 O T T 7 < m .rn 4730 m O O Z,. o O O O O O O Wo O <z0 p O O O zo�,+oz3 NZ rn NI < 3 z¢ 4725 W x� Q =Q Q _ �. Q _ Q Q Q _ N 4725 RECORD DRAWING_ h N y y N N N�an - ,fnr - hOpp♦�+ haIOrn NmO101, V10 hf�nO <ChnIO OnfNnb nM h ofnn OnN Om m♦r1 �NO[O0 N I a f a0 q - nOI Oly-a _ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 REVISIONS �a�1Y'Ai��ll DRAWN BY. DHW PROJECT NUMBER VERIFY SCALE' 9 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY _ 4186 001 REDUCED LINEBELow MORRISON 901 Technology Blvtl. 'D.BY: MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG ElDrneers Bozeman,MT 59718 '* MIC SHEET NUMBER ORIGINAL OMVNNG 5 ,,� RAY APPR BY JRN BOZEMAN MONTANA 13 S—Dusts SMITH W� DATE: 0622/O6 MAIERLE INC. PI.- Phone(406)587-0721 No.12326 E 2g DRAWING NUMBER MODIFY SCALE ACCORDING YI An r.nrp1ry--0.rn 1l'o p n Fa::(4os)567-tt7s �'% 9 c'stca�a�?' BY JUNIPER REVIEW JUNIPER STREET -� IN 186WO1ACADISHEETSIRECORDIW-1.dwg Plotted by msmith on Apr/4f2007 coPrRicHrt wrnrasoN—EME INc.iooT ��„�NAL��� DATE- 0+11.3 11.0' LT I � CONNECT TO JUNIPEWATER RLINE EXISTING 8" WATER MAIN F co -- - I 13+92.0 10.2' LT INTERSECTION AK STREET WATER 0 �Dq- -- r N -- .- - _ + ---+ --� --+_ ,j • HORTH f lTH AVE U' -I _ - - ~ -� ---t --♦-- - N - V E � i a I 0�1 8" WATER LINE INSTALLED I' 0 STA 10+50 j y - --- 2 W/ TEMPORARY BLOW OFF I e Q 49.6 LF J F o � m "ma's RECORD DRAWING NORTH 14TH AVENUE WATER SERVICES BLOCK 5 HORIZ: 1" = 50' LOT STATION OFFSET LENGTH (FT) VERT: 1" = 5' 50 0 25 so } l .6 tT- 1 TT+s-1� 11.6 RT 49.6 1 1 x 1 7 HORIZ: 1" = 100' IN FEET) 10+50 (A.B.) 1 1 x17 VERT: 1" = 10' NORTH 14TH AVENUE VID NOTE: PROE D.I.P. WATER SERVICE EXTENSIONS TO LOTS 1 & 2. /SPYMLT 4755 4755 •CL --- - AS-4750 8tA IS 4750 a 4745 4745 � �� - - -- II- - 4740 4740 - ,mTe, M4Wl D.I. .. - �gro �3rJ - ---- - 4735 4735 — I w y lyi w z N d 3 � 'if J > �z Lu E IsnFlc e• - a D- 'a Ip Q > 3 w 11 a a j 11 TER U. - z7�k ' 0� n� Q 'm p ��� ¢ 4wa 3 - 4730 4730 F 3 ao _ - WW- '--- - X }x CA m Q✓1 QQ i-. iDF 1Z-. OJW 41 O W J X OI cn JQ a w L, rZ_N �rU m - > �_ • w `�U W W < NUYa bW�{ Q< DSO Z m v w 3 � 4i F-jcZ OZm U nU W W W tDQ ZW 4725 r S d p 4725* . z Z co W- o 4 m 3 - 3N 1~/-11=i ' �+rw 241`g+�O�a _ fndOradi ��dpna 1^01�w ai- z.N^md Na (ndOI �a, Ind,a nd^y dnd NQp++ + + o d a� O K x z3 z z Z n c w a N O °i "n ON s0 0- dt D+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+54 5+50 6+00 6+50 7+ + + 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 REVISIONS _,��b ��+Jl DRANM BY: DHW PROJECT NUMBER VERIFY SCALE! .9 h� 4186 001 THESE PRMT7 MAYS NO. DESCRIPTION DATE By J 901 Technology Ow. = ' / U.BY: MRS OAK MEADOWS SUBDIVISION MEEASUURES ONE INCH Engineacs Bozeman,MT 59718 - M�� APPR.BY: MONTANA 14 UNE 1 AS GUILTS 1�9�2007 KMG MORRISON SHEET NUMBER surveyays JRN BOZEMAN ORIGRML aMWWG_ Scientists 1232SMITH DATE. o5ra" DRANANG NUMBER Manners Phan:(405)587-0721 No.12326 2- MAIERLE INC. o OA REVIEW f Fax:(408)587-mfi ��_ BY NORTH 14TH AVENUE W_2 MODIFY SCALE ACCORDINGLY) An Fmploy--O—d C',,-P-y !II ISTER N:M1881001WCAMHEETSWECORM%k'2.Owg PIo11eA by menwM on APF/4r"7 COPY0.K:M 2 MORRISOMYNEICE ML.,2WI ''`'�ac/JAL��.�" DATE I _ � I I IE i I tl m I a 0.I I 03+90.3 5.5' RT SEWER LINE -- CROSSING _ OAK PARK DRIVE c� o o -0+10.0 15.5 FF 50 0 25 50 INSTALL BLOW-OFF i - - OAK PARK DRIVE WATER SERVICES ( IN FEET) IF IIT BLOCK 1 LOT STATION OFFSET LENGTH(FT) 1 0+57.7 5.5 RT 36.5 2 1+02.1 5.5 RT 36s HORIZ: 1" = 50' - 3 1+34.6 5.5 RT 36.5 VERT: 1" = 5' 4 1+75.8 5.5 RT 36.5 ' - ---- 5 2+17.1 5.5 RT 36.5 1 1 X 17 HORIZ: 1" = 1 00' 6 2+49.6 5.5 RT 36.5 1 1 X 17 VERT: 1" = 1 0' 7 2+90.8 5.5 RT 36.5 8 3+40.8 5.5 RT 36.5 I Ih NOTE: ALL WATER SERVICES ARE 3/4" COPPER PIPE T OAK PARK DRIVE - - 4/I'f] - --- ---- -- - 476D 410 LINEAL FEI T OF S"DIP 1 EXISTING FINISHED GRADE -- GROUND ASPT 4f 4755 IIN. 4750 ��/ -. --- _ y4750 6.5 MIN. K Bl1R/DEPTH - w ZL) y JZ 05 4745 _ y___- �a _ __ _ 4745 4 Cc I ~_ MAINTAIN 18 Q MIN. SEPARATION 47 y _ _ 4740 F - �oTLa's- 0�m�mQ.. I - -- - w Nya _ o I _ 47354735 m in ao 0 ri 2H1S 1, w owo 1 aI ? ¢~ ++ O = U Zw Z w +m Q N Q. W 4730 d a -^ O �, 41 rn z O ¢a 4730 zo -- �Om - la--- -m m z ?c�i m - -- -- -----1 + 0 < < p g < < < < ' ¢o h = z=M a wM z¢ ` e N�" z¢ RECORD DRAWING In ~" Y Y w4 't T 8 T ow O O O O O O b0 O� F" 7..nj F- mn I- MNf- p�F Toi- n�H Qh dN O NN Q _O O�g Oh O dQ ci OI nm rm I�m'T ^V1 nnN nm+ r nd+ r da daQ dd¢ daa dd¢ daQ dda da< d y N y N N f~n t~n __ - -� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+95.81 REVISIONS PROJECT NUMBER VERIFY BOM.EI �� Aar��r DRAWN BY. DHW 4186 001 THESE PRWTS UAY BE NO. DESCRIPTION DATE BY - REDUCED.LINE BELOW 901 Technology BNO. cHK•D.BY: MRs OAK PARK MEADOWS MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG 6rprneers Bozeman,MT 59718 F MIC 4- SHEET NUMBER ORIGINAL DRAWING MORRISON surveyors HAY / APPR.BY: URN BOZEMAN MONTANA 15 JJ�Jn°�s SMITH MAIERLE INC. ( ) %/� No 12326bE DATE 0526/O6 DRAWING NUMBER Planners Phone: 408 587-0721 = MODIFY SCALE ACCGRDWGLYI An Hmpk--T h..d(•om�y,Any Fax(406)587-1176 rrr 'PFcrsT[aE°�V= BY.A.REVIEW OAK PARK DRIVE _ N7.7861001 WCADISHEETSRECORDIW-3-M+g Plotted by msmlth on Apr/4/2007 wwRx r MORRIsowuNEmE.INC zao� ``'�r�NA��. I DATE. 4 1c, N a o a � i I I II I � I -0+10.0 4.5' RT 13+ 10 tO.L B" PING W/8 � INSTALL BLOW-OFF GAT V. ON EXISTING WATER LI , � I N. 12th AVE WATER SERVICES BLOCKS 1 '1' 4 BLOCK LOT STATION OFFSET LENGTH (FT) BLOCK 1 16 0+60.3 5.5 LT 32.5 BLOCK 1 15 1+06.4 5.5 LT 32.5 BLOCK 1 14 1+38.9 5.5 LT 32.5 BLOCK 1 13 1+80.2 5.5 LT 32.5 BLOCK 1 12 2+21.4 5.5 LT 32.5 RECORD DRAWING BLOCK 1 11 2+53.9 5.5 LT 32.5 BLOCK 1 10 2+95.2 5.5 LT 32.5 9 BLOCK 1 9 3+45.2 5.5 LT 32.5 BLOCK 4 2 8+09.5 5.5 LT 32.5 HORIZ: 1" = 50' NOTES: VERT: 1" = 5' 50 0 25 50 1.) ALL WATER SERVICES IN BLOCK 1 ARE 3/4- 11 X17 HORIZ: 1" = 100' COPPER. PROVIDE 8' D.I.P. WATER SERVICE TO LOT 2 IN BLOCK 4. 11X17 VERT: 1" = 10' (IN FEET) 2.) LOCATION AND DEPTH OF W. OAK ST. WATER LINE N. 12TH AVENUE IS APPROXIMATE- FIELD VERIFY. E70 ING - -._-� _-__. _- 1243 UNEkL FEET OF 8'PIP FINISHED 4750 7 0 C _ - - -- - - - - 5.5,MN. 4745 BURY DEPTH -- -- _ _ _ _ - _ ._ 4745 4740 740 F U J O 82 WATER MAINENDS AT 2+80 N ITH A 90' SEND W - TO THE W EST AND CO MAIN In _ 70 THE WEST ND CONNECTS (AA 47 +F O 0 J�3^o �� 3 �.I<UI F IA H 4730 W W ^J N) K < 3 K O 00 6 M2_ �a�H` Q V J Z NOT INSTALLED +N 3 V U< Q N J 3 W V Z Z N _a JNn INMod NOuOUz kH?a 4725 N 4725 z� OF oU f N N 0 0a W c 3 o < j ¢ y OQd Z+O ? m m + L+ 720 m M. m _a^m w8d fiti - zo S zo r a o z m Ma rn r: Mti SntiO A1 fro oi + FN W+~0 nN N S7 T mY m m -T- E1 o 4 1 rz y T STA 3+5 .25, 4740.1 d G. : wyU cn u Oo I O O O 0n~< �O nF< do rOD Ol 18 N GDR 1N N „ M ♦ n I r ♦ n << Igi d�h�}i rNp TO'$+ wN pIn mr0 o�ram+ M1�Op�dy dN dy dN dF- d� dy dF- � �f-' dF• d� dF- dN dl- df ♦F• ddF• ♦nF d�< d�< n< I�n< f`n< <I�n < nn n d d H d F- ♦F d F- d F !-♦ F- d d d IA V N H N N H N N h N N N y N N d N d W N ~ Vl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6-+ 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+UO 13+52.25 �1 VERIFY SCALE' REVISIONS ary A. II I DRAWN BY'. DHW PROJECT NUMBER THESE PRINTS MAY BE NO, DESCRIPTION DATE BY r 7� REDUCED.LINE BELOW JJ Bot Technology 718 i MIL; D.BY: MRS OAK MEADOWS SUBDIVISION SHEET UM4186 iBER MEASURES ONE INCH ON 1 AS GUILTS 1/9/2007 KMG S1°_'9 8e¢eman,MT SB718 ORICINAL DRAWING MORRISON �,,,�,�,>< RAY APP A By TE: JRN BOZEMAN MONTANA 1s 1 Sclane�s SMITH MAIERLE INC. Pbnners Phone.(405)567-0721 ND 1232 2� DATE. 082L06 DRAWING NUMBER MODIFY SCALE ACCDRDINGLYI Fax'.(406)587-1178 4r gel5TE0.E' V= O.A.REVIEW N. 12TH AVENUE An t�.'oTpk yc 0wncd c'nmp�y y t?` By W-4 N.WI861D011ACADISHEETS\RECORD\W4.dwg Plotted 6y mwdh on Apr/4/2007 -y-H,aNDBB'SoN-WIEB E.W..3ooT rrrrlkTNAL�`� DATE-__ _ - - I -f-- Q I I -0+11.0 5.�' LT I e l ^I CONNECT TO EXIST. 8' 3 25.9 agLS LT I>< �I WATER MAP�,y-INSTAL CROSSE711STING 5 4 SEWER MAIN-M?JNTAIN l o 8' T E & 8 GATE V. 1_ EP TION �I + I ; CRABAPPLE DRIVE WATER SERVICES + i U I + BLOCKS 2 & 3 111 �-� PL RM 0 BLOCK LOT STATION OFFSET LENGTH (FT) 0+0.4 5.5' LT . _ - -.`'-•7i -''- - - BLOCK 3 7 0+57.8 5.5 LT 32.5 --��-- ' BLOCK 3 6 1+01.1 5.5 LT 32.5 CROSS EXISTING W `r ; BLOCK 3 5 1+32.1 5.5 LT 32.5 50 0 25 50 SEWER MAIN-MAINTAIN '� I.' BLOCK 3 4 1+72.6 5.5 LT 32.5 1.5' SEPARATION O BLOCK 3 3 2+13.1 5.5 LT 32.5 (IN FEET) 2 . i BLOCK 3 2 +441 5.5 LT 32.5 w BLOCK 3 1 2+84.5 5.5 LT 32.5 4 3 BLOCK 2 7 3+64.4 5.5 LT 32.5 BLOCK 2 6 4+14.1 5.5 LT 32.5 HORIZ: 1•• = 50' BLOCK 2 5 4+47.1 5.5 LT 32.5 BLOCK 2 4 4+83.6 5.5 LT 32.5 VERT: 1 = 5' BLOCK 2 3 5+30.1 5.5 LT 32.5 1 1 X1 7 HORIZ: 1 = 1 00' BLOCK 2 2 5+63.1 5.5 LT 32.5 BLOCK 2 1 6+01.9 5.5 LT 32.5 1 1 X 17 VERT: 1" = 10' NOTE: ALL WATER SERVICES ARE 3/4" COPPER CRABAPPLE DRIVE 665 LINEAL FEET OF B DP 475,5 RItISN s cL ASPF •Cl O IS0N0 ea 4750 4750 - - m - - - _ _ - - e m rn z d m ao ^ m a In Ixa M w� a m 03 AS O4745 +IY w o i O U In b 6.5'm. r BURY DEPfN 3 - y 'c MAINTAIN 1 ' H < MIN.SEPARA ♦ O F < < r4740 4740 MAINTAIN 1 MIN.SEPARA71 r _ r _• ' J J w J w w {p4735 > U la . Yg - ZOZ In arI.� v1ZZU r O m Z Z✓ NmNm� oO ZV a0 V(YV m] �m < OOZZFa O�VO Un Opm ^. m _ m0 - Y�Y • r ^__-m -Oj Nr N~ Z -mom K~ 4730 __- o« < 4 �yT w0N' +ram+ �Il KK G < Q N wN +Z« 2 < W Q < 10Z _V' IJNa F 2 K� SON O r,L9 N H ZIn o3 U m Z zmu.+ <O w ZW ^ n ^�+ IY+•a •e Wt+pm 120 1Kz Fd=i rn r z<Y n_$ Y ^Y az< Y z Y T zz 1 -w� ei °�N a �Na RECORD DRAWING qo,$ •om ry� '�a+n r,nQQ Ng� mh n„I Io�l ma InmQ w$o 00 o�a,o„' aa^' -- ^n< aaH +.F +♦ +yy +yf dad as ,Fn as ed ~~w <~o<i a~H •+ aYaN fA 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6450 VERIFY SCALE! REVISIONS 1 `�V} ')1j1• DRANM BY: DHW PROJECT NUMBER THESE PRINTS ANY BE 901 TechnO �ry l q� • _- NO DESCRIPTION DATE 8Y 001 REDUCED.LINEBELOW bgyBNd. MIC "C -BV: MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON 1 AS GUILTS 1 9 2007 KMG Bozeman,MT 59718 PPR BY. SHEET NUMBER ORIGINAL DRAWINGsw,ere�s JRN BOZEMAN MONTANA nSMITHDATE_ 0622/06 DRAWING NUMBER JMORRISON MAIERLE INC. P1.- Phone(406)587-0721 Na.12326 E 2 7 Fax(406)587-1176 gei5Tf0.�_`V> OA.REVIEW CRABAPPLE DRIVE w_5 MODIFY SCALE ACCORDINGLYI An I% /OYCl�ON'nOd(bnlfMr y ''%�"", (`C.= BY. _ N A 1 86\001 1ACADISHEETSIRECORDWY-5 dwy Plotted by menNh on Apr142007 rov�.R�H1* Ic am IaI�NAL��,.`" DATE. I c� 3+25.5 5.5' LT Q CROSS EXISTING SEWER MAIN-MAINTAIN FI -0+11.3 5.5' LT 1.5' SEPARATION CONNECT TO EXIST. 8" - WATER MAIN-INSTALL o8" TEE & 8" GATE W.V. # I I o '- -+ - ZA NITA DRIVE o t -- + °� -- - - - _ CROS$ EXISTING `D SEWER MAIN-MAINTAI ` 1.5' JEPARATIQN �� I I MANZANITA DRIVE WATER SERVICES BLOCKS 2• 3• 4 & 5 BLOCK LOT STATION OFFSET LENGTH (FT) BLOCK 3 8 0+57.7 5.5 R7 43.5 BLOCK 5 4 0+68.0 5.5 LT 32.5 BLOCK 5 4 1+36.0 5.5 LT 32.5 BLOCK 3 9 1+01.9 5.5 RT 43.5 BLOCK 3 10 1+31.9 5.5 RT 43.5 BLOCK 3 11 1+72.4 5.5 RT 43.5 MANZANITA DRIVE BLOCK 3 12 2+12.9 5.5 RT 43.5 - - --- - BLOCK 5 3 2+03.1 5.5 LT 32.5 BLOCK 5 3 2+70.6 5.5 LT 32.5 BLOCK 3 13 2+43.9 5.5 RT 43.5 BLOCK 3 14 2+84.4 5.5 RT 43.5 50 0 25 50 BLOCK 2 8 3+65.9 5.5 RT 43.5 -- 4755 BLOCK 4 3 3+82.4 5.5 LT 32.5 ( IN FEET) BLOCK 2 9 4+08.8 5.5 RT 43.5 665 U EAL FEET OF DIP BLOCK 4 3 4+49.9 5.5 LT 32.5 BLOCK 2 10 4+45.3 5.5 RT 43.5 BLOCK 2 11 4+83.3 5.5 RT 43.5 HORIZ: 1" = 50' BLOCK 2 12 5+24.8 5.5 RT 43.5 4750 BLOCK 4 4 5+17.0 5.5 LT 32.5 VERT: 1" = 5' FINISHED GPj DE --- - BLOCK 4 4 5+84.0 5.5 LT 32.5 ASPHALT o L BLOCK 2 13 5+61.3 5.5 R7 43.5 l l x 17 HORIZ: 1" = 1 00' ExD OE BLOCK 2 1a s+o1s 5.5 RT 43.5GROUN 11x17 VERT: 1" = 10' _ NN W • 4745 N X x �- 14745 M N K < 003w NOTE: ALL WATER SERVICES IN BLOCKS 2 & 3 ARE 0+u 0 3/4" COPPER. PROVIDE 1" COPPER WATER SERVICES TO LOTS IN BLOCKS 4 & 5. 4740 65' MI SEPARATION a 4740 MAINTAIN 10- MIN.SEPARATION fa b 4735 < ei 4735 NMNUw u + oIn e S4730 O i V<I wWnQ I�D 4730j 3 J � h ,wI`'0< 0 ! OO - v L � C)c i w g �4725 �9 Z 5o Z _ cq zoo - < v < < < „�� < <�+ a zw r m g z w� - XE w+ RECORD DRAWING _� r X2 Y s 8 s s s 1 w Z �r7 OOO Oy0 <c In�i--�<a NOa Ia+j7ap.n 1<7a0 vajds QaNa�„ OnahnaN'q<+' InannFg" a �O ebt50 0 <oH t)<i- 0w Ifj<+ Ij O 17 rj on 16 < j nn"' n' �nn+ n'� nnV' xn nnn n< aao ea- ev aal<- AYH, awl.. aa� aaN a�F +au aaF a�< aaa H 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+59.49 REVISIONS DRAWN BY. DHW PROJECT NUMBER THESE VERIFY SCALE' 4186.001 EDMEPRINTS MAY eE DESCRIPTION DATE BY d�''� OAK PARK MEADOWS .EDUCED uNENCLOW 1 AS BUILTS 1 9 2007 KMG En 90zen-wn MT 9718 MIC EHK'D BY. MRS _ SHEET NUMBER MEAsGINAL DEetcHoN / / MORRISON -I- Bozeman,M7597t8 - RAY / ;, APPR.BY. JRN BOZEMAN MONTANA 18 ORIGINAL IXtAVNNc 1 Surveyors SMITH -J MAIERLE INC. p No.12326 E T DATE 0622/O6 Planners Phone(406)587-0721 %,F` d, DRAWING NUMBER MODIFY SCALE ACCORDINGLY' Fax(406)587-1176 {, V _ A.�,;,>pl"yre-ow„�c�,mM,n� , �oKTfR��1�- By �7i REVIEW MANZANITA DRIVE �I�_� N:W1B61001WCADISHEETS%RECOREXW-6.dwg Plotted by msmith on Aprt4/2007 caavR,crrr T MORRIsoeawFRIF INc zoo 1,„NA-.."��� DATE. YY NOTE]SEE SHEET' t k-lp FOR WATER LINE PROFILE IN FOR rI ON 10 0 5 M (IN FEET) HORIZ: 1" = 10' RECORD DRAWING VERT: ," = 5' 11x1 7 HORIZ: 1" = 100' WEST OAK STREET „x,7 VERT: 1" _ ,0' -- - - - - - - EX ST NG 8 " SEWER MAIN CONNECT TO EXISTING WATER INSTALLED 8 WATER- - Mom - - - - - - - MAIN STUB INSTALL 900 STATION 1 + 94 8 " 450 BENDS BEND , AND 8 " G .V. 1 " WATER SERVICE - - STA 3 + 06 -- - - - - -- - - _ INSTALL 8r - - -GATE _VALVE - BW — — < STA 3+ 08 Q a + ' CONNECT TO N . aw ao a: 'IT o� PROPOSED V a ° Fo 12TH AVENUE STORMWATE 8" WATER MAIN �° SYSTEM ' Q Q I M F- � a 3 Fg- 0 00 + VERIFY SCALE! REVISIONS �Y'q" I DRAWN BY DHW _ PROJECT NUMBER NO. DESCRIPTION DATE BY ^;��1J a�I 418NUM 6001 THESE PRINTS MAY BE sot Technology BNB. -•D.Bv. MRs _ OAK MEADOWS SUBDIVISION REDUCED LINE BELOW 1 AS GUILTS 1/9/2007 KMG J MORRISON Engoee�s Bozeman,MT 59718 F MICHAE ,7' SHEET NUMBER MEASURES ONE INCM ON sN,..yu� RAY APPR BY JRN BOZEMAN MONTANA 19 a IDJNAL SWING Scientists SMITH -- 1 No 1232 =, DATE- 05/26/06 DRAWING NUMBER J MAIERLE INC. Ph"nes Phone @0615870721 %/� - 7 Fa><(40s)587-117s v cI 1caE� ci_ o.A.REVIEW W.OAK FRONTAGE X-C w_'J MODIFY SCALE ACCOfYDINGLY' An Fn�ph y--O..d(............ II S ��� BY. N:M186\001\ACAD\SHEETS\RECORD\W-7.dWg Plotted by msmBh on Ap(1/2007 Covvnwm x MORwsoNawiINC.zaa�(('`I1��NA�:."`��� DATE: I I I i I I III ,Ii f I I I I I I I I - - I 1 + — + — F • NORTH 14M Am o a O I .I I 4 II Q I i II I h �I 1 II .� HORIZ: 1" = 50' so 0 25 50 RECORD DRAWING 11x17EHORIZ: 1"5= 100' IN FEET 1 1 x17 VERT: 1" = 10' NORTH 14TH AVENUE 4750 � N ala EXIS ING ASPHALT o 4755 e C.FROM o 3WSW 4755 AS- 0.75 n a - w �IIa II V) w J II j N 0' Z O FW- — - 5D O nlµ Q O O d 0 M O I II N low n > ---- ---- I I w o-- 44 a a II tl p - --- ---- I I N Z + Z Z II EMSTIN 4740 I 24740 O 1.00 c - 47355 d EXIS NC ---- II 1� 4739 u rn N ASTM 3034 n O A6 ui < O 1. X - E%ISTI G - --_- --_-_- iI- In _ Y JH ad a e as 8" PVP SDR-35H --- - 1� +1 --- -- -- --- _ - _ s ASTM 3034 H _ --- B 4730 g Z50 U.9 f76 of Z 11 N o+ W o+ + �+ LJJ n a n w o N Z H Z� ti N N U) n rn ea mn n NmN N rD V 10 NN♦O N O0 � - bA � N' . < � N� N A � as 6 a N� Mai < 01 <d n,°') n� 0w Wn COao ar 0+00 04 1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+DO 9+50 10+00 10+50 11+00 111-50 12+00 12+50 13+00 /3+50 VERIFY SCALE! REVISIONS A ,)) DRAVIM BY_ DHW PROJECT NUMBER THESE RRINTs MAr eE NO. DESCRIPTION DATE By .: r, 4186.001 RE NNEURESOWE�HON 1 AS GUILTS 1/9/2007 KMG �! MORRISON Ems' B Zeman M901 IT 59718 y Blvd D.BY: MRS OAK PARK MEADOWS =T} MICHAE SHEET NUMBER OROINAL DRAWING surveyors RAr/ �� 'APPR.BY: JRN BOZEMAN MONTANA 20 MAIERLE INC. Planners nNsrs SMITH No.1232�P ' DATE' 08/22/06 DRAWING NUMBER Planners Phone.(406)587-0121 , 2s MODIFY SCALE ACCORDINGLY' An FmpAnyee-owned Cody Fax(406)587-1176 ''�q gFC151EPE�CIV"y BOA REVIEW NORTH 14TH AVENUE 1 N.14186A001VACADISHEETS\RECORDIS-1.dwg PloIW by msrrMh on Apr/4/2007 CorYRICNr a—R-WI-ERLE INC 2oa7`'I'��NAL� '` DATE; �- 1 1 r - OAK PARK - x - x -% - % -% % Iw E q � tl C BLOCK 1 SEWER SERVICES LOT STATION OFFSET LENGTH (FT) 16 0+72.0 0.0 RT 18.0 r 1 0+74.0 0.0 LT 18.0 w 15 1+04.5 0.0 RT 18.0 so 0 25 50 BL X 1 y 2 1+06.5 ED LT 18.0 _ _ 14 1+37.0 0.0 RT 18.0 1 IN FEET I o - - - -- - - -- 3 1+39.0 0.0 LT 18.0 $- N - 13 1+87.0 0.0 RT 18.0 12 2+8195 0.0 RT 18.0 5 2+21.5 0.0 LT 18.0 HORIZ: 1 50' " = 11 2+52.0 0.0 RT 18.0 V E RT: 1" = 5' 10 3+02.0 0o RT 18.o 11x17 HORIZ: 1" = 100' - - 7 3+04.0 0.0 LT 18.0 9 3+52.0 0.0 RT 18.0 11 x 1 7 VERT: 1" 10' = _ -- 8 3+54.0 0.0 LT 18.0 NOTE: ALL SEWER SERVICES ARE 4" SDR 35 PVC 46 BL.OLK 1 SEWER sE�:V IGE DRY END ��-E VATIONS BLOCK I SEWER S21IIT+t+O3T96Ow0N 0+74.0 1 4Va,A3T5 1 14 --7 746.1 -745.934f 4 416U . + 4745.B" 6 3 *89.0 4745.50 4-745.3219,5 > ~ IID 4745.3 1 4755 EXIST o -L755. I ON - - Z N Z+52.0 4744.89 - � FINISHED I >w rn 3 2+54.0 4'144.99 ASP1lALT 0 CL N= Z Z p j*01.0 1f744.49 a' 3404.0 4744.50 4750 - - - - - - _ n &z z z - - -- 3+52.0 4744.14 3+54.0 '17'14.11 1+17 47Y5.5 INST 325.14 LF 8" P SDR-35 S ASTM D-3034 4740 -- _ _ 0 -- 474 0. 6X(A.B.) 3� 14735 AA LJJ� a w 0 0 !d a . Z Z W 9 4730 4734 --- � - - W._ Z Z U o - + z= RECORD DRAWING �_ z U W� ON bo N, Olm rM b1 NN �n N v In;� IT),� 1,0 bN Na of �� a + + + + +ou 2+50 + + - + VERIFY SCALE' REVISIONS Y I DRAWN BY: DHW PR J4166 001 NO. DESCRIPTION DATE BY � . THESE MINTS MAY BE 901 Tecbralogy BNd. MD.BY'. MRS OAK MEADOWS SUBDIVISION REDUCED.LINE BELOW Engineers MICHAE MEASURES ONE MICHON 1 AS BUILT$ 1�9�2007 KMG MORRISON Bozeman,MT 59718 l SHEET NUMBER ORNIINIIL ORAWRI(• s°'�''°'s sMl H 9Y_ JRN BOZEMAN MONTANA z1 Planerststs DATE: 0622/06 DRAWING NUMBER -J-JJ MAIERLE INC. Planners Plane 066)587-0721 ;rr� No.12326PE MOD1FvscALEAaonOwcLr ,1nr,nMnv«-1n.n«lr.� �> Fax laosls67-117s 14 C",Ea1'��V' BO.A.REVIEW BLOCK 1 ALLEY �1 NAL,.. S-2 N.W 16610011ACAD%SHEE1 RECORDIS-2.dwg Paled by msnvth on Apr142007 covvwcNr I W-a SONuuLUL INc.,:oo I•ii��.... DATE: e I I I II I CRABAPPLE DRIVE SEWER SERVICES _ BLOCK 2 x _ LOT STATION OFFSET LENGTH (FT) 7 3+54.4 5.5 LT 43.5 g t I ssv -- - F _ ._ - +- 6 4+04.1 5.5 LT 43.5 I to o v o - y 5 4+37.1 5.5 LT 43.5 4 4+73.6 5.5 LT 43.5 2 5+20.1 5.5 LT 43.5 1 5+86.1 5.5 LT 43.5 ^4 e I 50 25 50 T NOTES: 0 11.) ALL SEWER SERVICES ARE 4" SDR 35 PVC ( IN FEET) 2.) LOCATION AND ELEVATION OF EXISTING SEWER MAIN IS APPROXIMATE. CONTRACTOR TO FIELD-VERIFY PRIOR TO CONSTRUCTION. HORIZ: 1" = 50' VERT: 1" = 5' 11x17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' GRABgPPLE DRIVE ScWE:R S�RVIceS ORY ENP ELEVATIONS STATION EL-CVAT10N CRABAPPLE DRIVE 3+SH.H 47143.58 4+04.1 4743.(s8 m 4744-it z Imo << 44+73.(a 40,1 .43 - N$+ a 5+20.1 474H.48 5+53.1 4'I44.60 I F 4755 EXISTING 0 N~ N O ¢ n _ _ 4755 - - - CROIX/D O CL INISHED GRADE "-' 1 x S> 1A N a * a ASPHALT O CL w0 Z Z N I >W VI; K a rn W r f w._.vin N n VI S M F¢ W W rn� W z z� N MI 475D +V1 Z>» m= y N m Z p� .. - _ Z Z W- STA 6+75,SEWER 4750 -- - + INSUIATED AT 8'WI (A.B.) h K STA INSU SEWER I 474 _ _ z v COVER < 4'MB _. _-_ .4745 EXISTING 24" < w 0 .EWER MAIN n v INSTALL 169.22 LF INSTALL $6.40 LF _ 474 _--._- __--,_- M~ " YC-SIL 8" PVC R-35 SS 4740 AS D-3034 p 4y0� O . .0 2% (A.B.) .0437E A.B.) STA S+0,SEWER TUD 4'WOE(AB.) .71 o� zo a as = OU Ada, f r,D a a x a ♦_ iW ad 0 < _- z♦ R - -- 0r ------m.- z- N W WN '� O(.9 zo 2 ZOO wn W+ �+ RECORD DRAWING xz w� z z O^a 0Io 'g Id aw e^ ° D' L' a m m w -- o e -Do; cp -f m rn alo lc ^� +a •a as Ya aa as �a - a♦ Ya a+ ♦a as as �aa 0+00 0+50 1+00 1+51 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 REVISIONS ;�>j��'A�I VERIFY SCALE! DRA BY DHW PROJEECTCT NUMBER J 901 Technology BNO01 BV MRS OAK MEADOWS SUBDIVISION SHEET NUMBER THESE PRINTS MAYBE No. DESCRIPTION DATE BY REDUCED.Lv�E BELOW 1 AS GUILTS 1/9/2007 KMG Eogirleera Bozeman.MT 59718 MICH - MEASURES ONE INCH ON M O RRI S O N /� ORIGINAL DRAWING � sl��ro,� RAY APPR-Bv. JRN BOZEMAN MONTANA 22 1I I s"H I`l., SMITH JJ MAIERLE INC. , I %rrc�` N0.1232 DATE. 0622/O6 DRAWING NUMBER Planners Phone. 406 587-0721 =IzF= MODIFY SCALE ACCORDMIGLY. An Fmphyee-O-d[lwnp-n Fax(406)587-1176 9FpIST Lgt��G- BY REVIEW CRABAPPLE DRIVE N.-W4196=i1ACADXSHEETS%RECORDIS-3.Wp Plotted by msmdh on Apr/42D07 COPYRIGHT[MORRISONLWERLE INC.zomlr(I''I al NA�.�� DATE- ti BLOCK 3 SEWER SERVICES LOT STATION OFFSET LENGTH (FT) BLOCK 2 Y 8 0+69.500LT0 - -- - J7 0+71.5 0.0 RT 180 _ _ o I- _ 9 1+00.5 0.0 LT 18.0 -- - - - -+ 6 1+02.5 0.0 RT 1 B.0 10 1+31.5 O.0 LT 18.0 5 1+33.5 0.0 RT 18.0 11 1+81.5 0.0 LT 1 B.0 4 1+83.5 0.0 RT 18.0 12 2+12.5 0.0 LT 18.0 13 2+43.5 0.0 LT 18.0 I 2 2+45.5 0.0 RT 18.0 50 o zs so 14 2+93.4 0.0 LT 18.0 1 2+95.4 0.0 RT 18.0 (IN FEET J NOTES: HORIZ: 1" = 50' 1.) ALL SEWER SERVICES ARE 4- SDR 35 PVC VERT: 1" = 5' 2.) LOCATION AND ELEVATION OF EXISTING SEWER MAIN IS APPROXIMATE. CONTRACTOR TO 11X17 HORIZ: 1" = 100' FIELD-VERIFY PRIOR TO CONSTRUCTION. 1107 VERT: 1" = 1 0' gLOGK. 3 SeweR s��ECEs Day END EI_EvATIONS BLOCK 2 & 3 ALLEY STATION cLEVAT ION or ti 7�i 2 69.5 .4 2 0+11.5 47LIZ.49 N < 1 +00.5 474-I2-35- _ 1+02.5 Ll-7A_IZ.40 4755 [EXISTGROUNDCL ING 4755 I+31.57 47412.21 n IFINIS"ID GRADE z n $� (t 33.5 4-7 Ll Z- 1 ASPRkT N�< a n n x> 3� I+B1.5 47�12.�8 47 O li 2 l 4750 >; - ----- 2t12.5 y�H1.9Z oI:_nt zz 2 t 1�1.5 y7'i 1.91 v - 2+45.5 Ill41.s6 474 - - - - - 1 sT 1+51.6 - 2+93. I 41`�l 1.(69 4 IaN INS LATE SEWS - - _.._.-- --� 4745 Z t gS.L.I '-I'14 1.54 54 WH RE COVER 5.5• EXISTING 4" s R INsuuTED WIDE(AB.) 2 f '!3.5 4 7 41.1Z SEWER MAIN 4740 4740 8" PVC SDR-35 SS A13TM D-3034 O 0.40% 473 - - 4735 4730 _ 4730 a o0 N ZW 4725 - is D 0 -- - - -. - - - - 4725 z.• csu z . �+ ZW z VIMRECORD DRAWING w U W li V ^♦ tO Mh MN OI NIA N NN N NO �Or NOr y101 aN� Ip !GO M n as na 'ga n+ �� na �'g ♦'} �e �� �aw 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 VERIFY SCALE! REVISIONS ``tt r II r BY'. DHW PROJECT NUMBER THESE MINTS rav BE NO. DESCRIPTION DATE BY _ 4186.001 REDUCED LarEBELOW MORRISON 901TednobpyBNA. K'D-BV MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON 1 AS GUILTS 1 9 2007 KMG Bozeman.MT 59718 MIC SHEET NUMBER ORIGINAL DPAVA D SLNym Rn APPR BY JRN BOZEMAN MONTANA 23 J J MAIERLE INC. "' SMITH PlarNrert Plwrle,(108)587-0721 No.1232 23 DATE. 0827106 DRAWING NUMBER MODIFY SCALE ACCORDMJGL�I l Fax(406)587-1176 EEr N W186W01WCAD\SMEETSViECORDI64. PlolOaA mamiNon /42007 An Prnplovnr-rnonr✓ctmpeno 'EEy DATBY E:.A.REVIEW BLOCK 2 8 3 ALLEY aW^9 W APE COPYPofiMOMgW80N�MIERLE.wc..aN> �'"«rrNAL��,.�`` -� I F I I i zz MANZANITA DRIVE SEWER SERVICES _ - -- - I BLOCKS 2. 4 h 5 BLOCK LOT STATION OFFSET LENGTH (FTl Z -- - - - ---- - --_ - -7I - - --- -` - BLOCK 4 3 3+74.4 5.5 LT 43.5 BLOCK 4 3 4+41.9 5.5 LT 43.5 -- i +- - + - -- - _. +( _ :n rn BLOCK 2 8 3+55.4 5.5 RT 32.5 � _ MANZAAFITA D�� 4_�_ I_ I o I BLOCK 2 10 4+40.3 5.5 RT 32.5 _ BLOCK 2 11 4+73.3 5.5 RT 32.5 - - - -T -- BLOCK 4 4 5+ 0 5.5 LT 43.5 I I BLOCK 4 4 5+7676.0 5.5 LT 43.5 � o a5 so BLOCK 2 12 5+19.8 5.5 RT 32.5BLOCK 2 13 5+56.3 5.5 RT 32.5 ( IN FEET ) BLOCK 2 14 5+85.8 5.5 RT 32.5 I I � II H RI 1" = 50' I JI I NOTES: VERT: 1" = 5' I _ _ 1 , I I I k� I, I 1.) ALL SEWER SERVICES ARE 4 SDR 35 PVC 1 1 X 17 HORIZ: 1" = 100' 11x17 VERT: 1" = 10' MANZANITA DR1 VE SEWER 5--VvlcE5 D✓Y ENo aL-5vATI0NS STATION ELEVATION 3+-14.q 4741.33 4+L4 I.9 14-7 84 1.3_55 MANZANITA DRIVE T _ 3+s5.L4 -Tr�iT UNKNOWN 4t03•9 H741.15 a a 4+Wo.3 4741.27 -7-- rnN c{+-13.3 #4-741.45 4755 d� n m 4755 tj}09.0 'i741.Sq ----. _. - - n n ¢ in dnd _ -__._. 0 4'141.77 Fd n 101NN I Z ' S+ Iq.B A-77y1.s8 �lWwsc..3 5+ 4-741.5(0 4750 6= w i EXIS 1ING ;c`"a 4750 - - HW� �� - - 5t85.8 FM 4ED GRADE E +n F& Z ASP T O CIE - ono ro mw +n� N V 0 4745 4745 4+74.94 - ST 4+75, SEWER IN UL R E)a TING 24" INSULATED 4' WIDE (A. .) E COVER 4740 SE IMER MAIN 4'MINL 4740 INSTALL 259.74 LF COVER .�; 8- PVC SDR-35 SS STA 5+50 SEWER ASTM -3034 INSULATED AT 8' WIDE (A B.) 4735 - 0:4657L A.B.) 4735 MAINT UN Ie• m1m.Sl PARATION 4730 4730 a c>v =n OO �h f z W d Z Z 4725 Z O a 4725 -- 7 k'+ Z= �� W �_ _ Wa RECORD DRAWING U W 4 c�In �N f0 1A� �� hN bb �� N,N,pp �N1pp EEO �10 d0 MIa �1�p tMOo ap f< NIO h� hY fv1 <N Nr0 �♦ ♦O d^ O< df �r <a<f f f f f f f f f f f f d d d I`n nn nn nn nn nn nn nn nn n n nn nn nn n - ff ff of - ff f f ff dd dd ff d�d dd f f ff d<d 04 0+50 1+00 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 6+59.49 VERIFY SCALE! REVISIONS DRAWN BY. DHW PROJECT NUMBER THESE PRMTS MAY BE NO. DESCRIPTION DATE BY ^,�b�YA/�'Iry� _ 4186001 REDMED EINEBELOW 901 Technology Blvd. CHMD.BY MRS OAK PARK MEADOWS MEASURES ONE INCH ON 1 AS GUILTS 1�9�2D07 KMG Bozeman,MT 59718 = LAIC DR,�NAEAY�„G MORRISON SrwAyon RA APPRBY' JRN BOZEMAN MONTANA SHEET NUMBER SMITH MAIERLE INC. P"'-m Phone(406)587-0721 � No.12326 = DATE. 08/22/06 DRAWING NUMBER MODIFY SCALE AccoRaNCEr'. A./, P/ .K_r h.neJc.on Pxgv Fax(406)587-1176 REGISTER v�V_ By MANZANITA REVIEW MANZANITA DRIVE S-5 N V11861001VACADISHEETSIRECORDG4-5.dwg Plotted by msmdh on Apr/4r2007 cawRx;rrt e,uortwso„uaEUE INo.zool`��``�IhONA�. ,- DATE: v J INSTALL CLEANOUT INSTALL STANDARD COB INSTALL 10 LF INSTALL 48" MANHOLE INSTALL 60" MANHULL EXISTING MANHOLE STRUCTURE SQUARE STORM DRAIN OF 18" PVC RIM = 4737.00 RIM - 4739.50 RIM = 4739.72 RIM = 4740.00 RIM EL. = 4737.70 AT 0.5% SLOPE 12" INV IN = 3T33:4Q4733.44(A.B.) 18" INV IN = 4,33j,0_4733.27 (A.B.) INSTALL 48' MANHOLE INV IN. = 44731.7 INV IN. = 4733.54 INV IN = 4733�4733.50 (A.B.) 16" INV IN =a733-494733.43(A.B.) 18- INV OUT = 4-933„}(L4733_27 (A.B.) RIM = 4738.00 NV OUT = 4731.76 SEE DETAIL INV OUT = 4733.50 (A.B.) 18" INV OUT = 4733.39 INSTALL 18 LF WITH 9' SUMP 18" INV IN = 4732$4- 4731.96 A.B. INSTALL 18 LF SEE DETAILS & 4 WITH 9" SUMP OF 18' PVC INSTALL 252 LF 18' INV OUT =9"SUMP 4731.92 (A.B.) OF . RCP _ AT 0.50% SLOPE OF 18" RCP WITH 9" SUMP AT 2. % SLOPE AT 0.50% SLOPE INV 31.50 1 WEST OAK STREET _ EXISTING ARCH RCP 70 LF 16"X24" 0.3% SLOPE 7SLOPE - - - - - - - _ EXISTING SEWER MANHOLE RIM IN = 4733.06 EXISTING SRIM MANHOLE37. TOTAL VOLUME OF THE SYSTEM EQUALS 6127 SF X 1.83 FT = 1 1,212 CUBIC FT I --- - _ - INV OUT = 4732.96 INV IN = 4733.74 - INV OUT = 4733.64 INSTALL CHAMBER SYSTEM INSTALL OVERFLOW CHAMBER STORAGE FOR EACH SECTION = 14.7 CUBIC FEET INLET SEE DETAIL 4 STRUCTURE Nor SEE srIEET v9:-10 F'Is 224 CHAMBERS WILL BE INSTALLED FOR A CHAMBER VOLUME OF 3,292 CUBIC FT INLET EL. = 4735.36 SEE DETAIL ?R' ILE INro>zMAT1OA/ OUTLET EL. = 4733.45 arz VOID VOLUME OF GRAVEL FOR EACH CHAMBER IS ASSUMED TO BE INSTALL WEST STORMWATER TREATMENT SYSTEM INSTALL 18 LF 15' PVC 9 > 16.3 CUBIC FEET OR 40% OF GRAVEL VOLUME = 3,651 CUBIC FEET - 5,500 FT-3 STORM PIPE. - DRAINAGE SWALE: SLOPE = 0.5% ts- - BTM WIDTH = 5 FT INV EL = 4735.40 LENGTH EN - LEN ^' VOID VOLUME OF THE REMAINDER OF THE SYSTEM, 6" BASE _ GTH = 3a FT s - 5:1 SIDE SLOPES 6127 SF X 0.5 FT X 0.4 = 1225 CUBIC FEET - INV. IN = 4735.74 INSTALL CURB INLETS o - INV. OUT = 4735.66 SEE DETAIL 2 SEE DETAIL (o) INLET EL = 4737.57 TOTAL DETENTION STORAGE PROVIDED = 8,168 CUBIC FEET TOTAL DETENTION STORAGE NEEDED = 7,270 CUBIC FEET GENERAL NOTES. 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2 THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST COVER ENTIRE ROW WITH STORMTECH INSTALLATION INSTRUCTIONS GEOTEXTILE SEE MANUFACTURERS 3 THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION SPECIFICATIONS FISHING MANHOLE INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. CALL 1-868$82-2694 OR VISIT SEE COB STD DWG RIM = DV0 WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION N00272D1A INSPECTION PORT SEE COO B STDTD DWG INSTRUCTIONS FOR MH DETAILS MAKE CAP FLUSH WITH NO 027201A 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN FINISH GROUND SURFACE FOR MH DETAILS ACCEPTS 4'SCH 40 PIPE FOR SECTION 12 12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. CLEANOUT OR INSPECTION PORT 5 THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR ACCEPTABLE BACKFILL _INSPECTION PORT INLET STRUCTURE MATERIALS MAKE CAP FLUSH WITH INLET EL 171131 FINISH GROUND SURFACE .., NO GEOTEXTILE k - 4"PVC RISER AS DETERMINED BY THE - 1&O" MANUFACTURER o 96" MAX SLOPE = 51 5:1 SLOPE _ 2" TOP SOIL 4733 54(A B) - -- -90.7"ACTUAL LENGTH 6" OF 3 MINUS INLET EL�73341 INLET EL 45 WASHED ROCK INSPECTION PORT TO BE WOVEN GEOTEJ(TILE.SEE MANUFACTURERS SC-31 ATTACHED THROUGH sPEcwcATKxbs 4732.54(A.8.1 85 4"INSTALLED DRAINAGE SWALE (DEPTH =12') CHAMBER ATCEN ER OF INLET EL arns AT CENTER OF CHAMBER INLET El�732 45 _8 TYPICAL FOR EAST AND NON-WOVEN GEOTEXTILE AS DETERMINED BY THE STORMTECH Ll7'_H ISOLATOR ROW W/INLET BEAST TREATMENT SYSTEM MANUFACTURER A SCALE: NTS FOR STORMTECH INFORMATION CALL 1-888-892-2694 r4 ffW- TURE AND FLUSHING MANHOLE DETAIL _ _ _ 5 STORMTECH INSPECTION PORT DE CHAMBERS SMALL MEET THE DESI GN REQUIR EMENTS AND _B SCALE: NTS SAFETY FACTORS SPECIFIED IN SECTION 12120E THE LATEST EDITION OF THE AASHTO_RFD BRIDGE DESIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE r WITH SECTION 3 AND SHALL INCLUDE R20 DESIGN TRUCK, SC-310 END CAP C 1 IMPACT FACTOR.MULTIPLE PRESENCE.AND LANE LOAD. GRANULAR WELL GRADED SOIDAGGREGATE MIXTURES. - INLET <35%FINES COMPACT IN 61N LIFTS T0 all PROCTOR DENSITY D FLUSHING SEVEN ROWS OF CHAMBERS MANHOLE SC-310 CHAMBER SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN SEE DETAIL'"TREATMENT STORMWATER MANHOLE INSPECTION PORT(TYP) STORMTECM'S DESIGN MANUAL INSTALLATION MANUAL TREATMENT SYSTEM ISOLATOR ROW SEE DETAIL�A_ OR WNW STORMTECH COM NOMINAL CHAMBER SPECIFICATIONS GEOTEXTILE MATERIAL SIZE(W x H x INSTALLED LENGTH) - 34 0"x 16.0"x 85.4" AS DETERMINED BY THE MANUFACTURER WASHED.CRUSHED.ANGULAR STONE. CHAMBER STORAGE - 14.7 CUBIC FEET 23'VCONNECT OUTLET PIPE TO CHAMBE AS DETERMINED BY THE MANUFACTURER MINIMUM INSTALLED STORAGE - 31.0 CUBIC FEET �• OUTLET STRUCTURE WEIGHT - 35 LBS. SEE SHEET SD-2 18" 96" f 230' 5"MIN. MIN. MAX. STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING WITH'T" WITH"B" 16" PART M DICHAMBER PIPE SIZE A B C "W(23 [�{�� { SC310EPEOBT SC 310 8 in(150 mm) 9 80 w1(244 mm) 3.85 m(9B mm) 5.80In(147 mm)STSC-M Cr AME"R S"MIN. SC310EPEOB8 SC 310 8 in(150 mm) B 80 in(24a mm) 3.85in(95 mm) N/A SCALE: NITS C310EPE12B SC 310 12 In(300 mm) 3 S0n(343 mm)770m(1 nu,) N/A NOTE,v.i aMEnsrons ARE nouw�u 9 \SDR-35 PVC ALL STUBS EXCEPT FOR THE STANDARD SQUARE STORM 6"- -34' 12"MIN.TYP_ SC310EPE12B ARE PLACED AT •FOR THE SC310EPE128 THE 17 STUB DRAIN INLET SEE COB STD MIN BOTTOM OF END CAP SUCH THAT LIES BELOW THE BOTTOM OF THE END CAP Np' THE OUTSIDE DIAMETER OF THE pr, 1 RECORD DRAWING DWG NO 02720-1A STUB E FLUSH P F THE BOTTOM APPROXIMATELY 0 25" ROM BE L BELOW Rs�� w... � p OF THE END CAP. FOR SHOULD BE REMOVED FROM BELOW THE IxR S1dd xI� ADDITIOFUIL INFORMATION IF 11 STUB SO THAT THE FITTING SETS LEVEL fX_M TYPICAL CROSS SEC CONTAC a�T STORMTECH AT 2 STORM-DRAIN INLET DETAIL VO \1 SCALE: NTS �TECHNICAL DETAILS SCALE: NTS `1 SCALE: NTS VERIFY SCALE' REVISIONS_ ;�bryYa � DRAWN BY. MRS PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 001 901 Technology Blvd ' �OIIK'D.BY. MRS OAK MEADOWS SUBDIVISION REDUCED uNEBELOW 1 AS BUILTS - 1�9�2007 KMG MORRISON MEASURES LI E INC LOWH ON E"V11bB's Bozeman,MT 59718 MIC SHEET NUMBER ORIGINAL DIRAvnec - Surveyors RAY APPR.BY. JRN BOZEMAN MONTANA zs SMITH MAIERLEINC. "anners P wne(406)587-0721 4r/ram No.1232 2- DATE 0622106 DRAWING NUMBER MODIFY SCALE ACCORDINGLY' Fax.(406)587-1176 'EfpISTLpf� V- QA.REVIEW EAST STORM DRAINAGE DETAILS SD-I E An f_mployee-0-d 0-psny �ry'R / BY N 441861001WCADISHEETSURECORDISD-I dwg Plotted by msmlth on Apr/42007 coarRlcHr¢.MORmsox WRLF_--1 1"I�NA DATE. INSTALL CURB INLETS INSTALL MANHOLE INLET EL. = 4736.87 RIM = 4737,38 INSTALL 60" MANHOLE INV OUT = 4734.79 - NO INV IN (S) ON END OF EXISTING INSTALL CLEANOUT SEE DETAIL(-2\ INV IN W = *734"79 4735.01 (A.B.) 22" X 36" ARCH PIPE STRUCTURE INSTALL 15" STORM PIPE INV OUT = 473k-79-4734.61 (A.B.) RIM = 4738.03 RIM = 4740.00 12" INV IN = 4733-05 4 7 3 3.10 (A.B.) INV IN. = 4732.50 BETWEEN INLETS & INSTALL 17 LF 18" 18" INV IN =7T33:93. INSTALL 38 LF SEE DETAIL BETWEEN INLETS & STORM PIPE SLOPE 0.5% 4733.D7 (A.B.) MANHOLE [NV����2"X36" INV OUT = �330I4732.94 (A.B.)OF 18" WC STORM PIPE. AT 0.5% SLOPE STO SLOPE D,s% WESTOAKSTREET -- TOTAL VOLUME OF THE SYSTEM EQUALS 7665 SF X 1.83 FT = 14,027 CUBIC FEET MIN _ CHAMBER STORAGE FOR EACH SECTION = 14.7 CUBIC FEET `* 280 CHAMBERS WILL BE INSTALLED FOR A CHAMBER VOLUME OF 4,116 CUBIC FEET - - - 4 VOID VOLUME OF GRAVEL FOR EACH CHAMBER IS ASSUMED TO BE 16.3 CUBIC FEET OR 40% OF GRAVEL VOLUME= 4,564 CUBIC FEET 15" RCP CONNECTS TO STORM SYSTEM I VOID VOLUME OF THE REMAINDER OF THE SYSTEM, 6" BASE _ HERE (A.B.) 7665 SF X 0.5 FT X 0.4 = 1533 CUBIC FEET 15" RCP DOES NOT < -- _ _ CONNECT TO STORM o TOTAL DETENTION STORAGE PROVIDED INSTALL STANDARD COB = 10,213 CUBIC FEET SYSTEM IN THIS NSTALL OVERFLOW LOCATION TRUCTURE SQUARE STORM DRAIN TOTAL DETENTION STORAGE NEEDED = 9,100 CUBIC FEET SEE DETAIL RIM EL. = 4736.75 INSTALL WEST STORMWATER a INV IN = 4733:224733.36 (A.B.) TREATMENT SYSTEM z INV OUT =-r753:224733.28 (A.B.) _ 9,100 FT-3 N TALL 30 LF SEE DETAILS �& - DRAINAGE SWALE: Fj 12" SDR-35 - BTM WIDTH = 10 FT 1� 7.3% SLOPE INSTALL CHAMBER SYSTEM - LENGTH = 22 FT INLET SEE DETAIL 1 - 5:1 SIDE SLOPES INLET EL. _-473i:"4734.45 (A.B - INV. IN = 4735.08 OUTLET EL o 47315 3o SEEN DETAIL(j:4735.05 GENERAL NOTES. ( IN FEET) 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST COVER ENTIRE ROW MATH STORMTECH INSTALLATION INSTRUCTIONS cEorexnLE.SEE MANUFAc1uRER5 3 THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION SPECIFICATIONS INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION. CALL 1-888-892-2694 OR VISIT WWW.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION INSTRUCTIONS FLUSHING MANHOLE ACCEPTS 4"SCH PIPE FOR 4 CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN SEE coe sm owG RIM = 1,10027zo-u Ir+,cPEcrloNPora SEE cOesTO 7oDv DA x; CLEANOUT OR INSPECTION PORT SECTION 12 12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR MH DETAILS MAKE CAP FLUSH KITH NO 0272U 1A 5 THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR ACCEPTABLE BACKFILL INSPECTION PORT MAKE CAP FLUSH WITH �FINISHGRO1NDSURFACE FOR MH oFTals MATERIALS FINISH GROUND SURFACE INLET EL r73145 NON-WOVEN GEOTETHE 4"PVC RISER AS DETERMINED BV THE ti 16.0" MANUFACTURER -mac...... ..... 1 96 MAX 1O 90.7IWffl F4'Ul! "ACTUAL LENGTH 1 SLOPE _ 5:1 SLOPE = 5' 2" TOP SOIL 6" OF 3" MINUS INLET EL.732 W INLET EL-732.W ��WASHED ROCK ! r F INSPECTION PORT TO BE KvvEN cEOTExnLE.SEE MANIIFncT1JRERs �85.4"INSTALLED SC-31 ATTACHED THROUGH INLET EL.MTTI 50 SPECIFICATIONS - DRAINAGE SWALE(DEPTH =12') CHAMBER KNOCK-OUT LOCATED 1'� AT T� AT CENTER OF CHAMBER -8" .7 1 „CST TREATMENT SYS EM _ NAAS DETERMINED BY THE STORM KH ISOLATOR ROW WIINLET SCALE: NTS MANUFACTURER r STRUCTURE AND FLUSHING MANHOLE DETAIL *- FOR STORMTECH INFORMATION CALL 1-888-892-2694 g A- �s� ALE: NTS STORMTECH INSPECTION PORT DETAIL DESIGN RE CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND B SAFETY FACTORS SPECIFIED IN SECTION 12 12OF THE SCALE: NTS LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN r r SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE SC310 END CAP WITH SECTION 3 AND SHALL INCLUDE H2O DESIGN TRUCK, GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES G I IMPACT FACTOR,MULTIPLE PRESENCE,AND LANE LOAD. <35%FINES COMPACT IN 6 IN LIFTS TO 95%PROCTOR DENSITY Dj SC-310 CHAMBER SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECKS DESIGN MANUAL.INSTALLATION MANUAL OR WWW STORMTECH COM NOMINAL CHAMBER SPECIFICATIONS +g WASHED CRUSHED ANGULAR STONE GEOTEXTILE MATERIAL . SIZE(W X H x INSTALLED LENGTH) - 34.0'x 16.0.x 85.4" AS DETERMINED BY THE MANUFACTURER W DETERMINED THE MANUFACTURER CHAMBER STORAGE - 14.7 CUBIC FEET YSi::JL CONNECT OUTLET PIPE TO CHAMBE MINIMUM INSTALLED STORAGE - 3CUBIC OUTLET STRUCTURE WEIGHT - 35 LBS. SEE SHEET SP2 JRI I INLET MANHOLE EIGHT ROWS OF CHAMBERS FLUSHING 6-MIN. MIN MAX. STUBS AT BOTTOM OF END CAP STUBS AT TOP OF END CAP .:: SEE DETAILL4:�WEST STORMWATER MANHOLE FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING TREATMENT SYSTEM INSPECTION PORT(TY'P) SEE DETAIL r '� B WITH'T' WITH"B" ' 0 16" PART p I DICHAMBER PIPE SIZE A B C D ® 6"MIN SC310EPE06T SC 310 B In(150 mm) 9.80 in(244 mm) 3 85 in(96 mm1 5 90 in(717 mm) NIA SC310EPEOBB SC 310 6 m(150 mm) 960 m(244 mm) 3 B5.n(1%mm) WA 0.W m(13 mm) SC310EPE128 SC 310 t2 m(300 mm) 13.50 m(343 mm)7.701n(195 mm)I WA 090(23 mm) 30.66' _ � I1 1 1 1 1 1 1 1g NorF:ALL aMENsaNs A.NaANa L SDR-35 PJC ALL STUBS EXCEPT FOR THE 250' 6" 34" 12"MIN.TYP. SC310EPE12B ARE PLACED AT *FOR THE SC310EPE120 THE 12-STUB STANDARD SQUARE STORM MIN BOTTOM OF END CAP SUCH THAT DRAIN INLET SEE COB STD THE OUTSIDE DIAMETER OF THE LIES BELOW THE BOTTOM OF THE END CAP DWG NO 02720­1A STUB IS FLUSH WITH THE BOTTOM APPROXIMATELY 0 25- BACKFILL MATERIAL OF THE END CAP. FOR SHOULD BE REMOVED FROM BELOW THE STORMTECH SC-Z CHAMBER - ADDITIONAL STORMTECH AT N-12 STUB 50 THAT THE FITTING SETS LEVEL. SCALE: NTS SC-Z TYPICAL CROSS SECTION CONTACT STORMTECH AT 1.BB8-892 2691 STORM DRAIN INLET DETAIL SCALE: NTS - TECHNICAL DETALS _ SCALE: NTS SCALE: NTS REVISIONS �a�Y�q�l III DRAWN BY: MRS PROJECT NUMBER VERIFY SCALE! 4186.001 THESE PRINTS MAY BE NO. DESCRIPTION DATE I BY I 901 Technology BNd. 'D.BY. MRS OAK MEADOWS SUBDIVISION REDUCED.LINE BELOW 1 AS BUILTS 1/9/2007 KMG J Engneors Bozeman,MT 59718 = M�RgY AP PR BY MONTANA SHEET NUMBER MEASURES ONE INCH ON J MORRISON Surveyn/S JRN BOZE MAN ORIGINAL DRAWING SMITH DRAWING NUMBER F - J.J PI ntisrs NO.12326 DATE' 0622/O6 MAIERLE INC. Planners Phone(406)587-0721 �'� =s `I Fax(406)587-1176 R 0rS1E0.1'� V- Q A-REVIEW WEST STORM DRAINAGE DETAILS S D-I V1J MODIFY SCALE ACCORDINGLY. An E'mployce-Oh d('r�rn).:ol� IoNAL �a' BY N:4I96WOO1 WCADWSHEETSVRECORDISD-1.dwg Plotted by msmiM on Apr142007 covrRlcHr:MORwsoNrnlFmF INc.zaT t DATE GRADE TO DRAIN AROUND STRUCTURE AS REO'0 OMITS OF a4CKFILL-\ GRADE TO RIM 7 INLET TO STRUCTURE 0.78 FEE 38 �ARWND NH DRAIN REO'D T%40 INCHES Ru II MAX WATER ELEVATION 35.42 14r' �'�' WATER DEPTEINS*ALE FOR 10 YR.EVENT0 rAAX wATER ELEVATION ��• 532' (AB. < 33.28' (A.B.) 33.36 AA.B.) <�OF PIPE 12'SOR 35 PJC SLOPE-T7% OUTLET PIPE 18 PVC 9 0.5OX INLET PIPE 18'SDR 35 PVC SLOPE-0.5% 9' PVC 1 T1 PVC TEE 12-CAP/PLUG WTIH 24' 7.04'DW ORIFK: 1 'SUMP ORIFICE ELEVATION-4732.72 1 8.87' 31.22' STORMTECH STORMWATER SYSTEM: .00 EAST DRAINAGE SWALE OVERFLOW STRUCTURE $6.67' SIM SCALE: NTS STORMTECH STORMWATER SYSTEM: WEST RELEASE STRUCTURE So-1 SCALE: NTS GRADE TO DRAIN LIMITS OF BACKFILL RIM 7 7 AROUND MH AS REO'D GRADE TO DRAIN ,14. INLET TO STRUCTURE AROUND MH AS REO'D ].]INCHES%40 INCHES 7 VF-- MA%WATER ELEVATION J6.3] WA MIN 10 YR.EVENT '' 35.39' (A.B.) �— 4733.50 (A.B.) 4733.5 (A.B.) AIA%WAT ATION 35.63' OUTLET PIPE 12'SOR 35 PVC SLOPE-6.9% RPE 18�SDR 35 PJC O 0.50% INLET PIPE IBA SOR 35 PVC SLOPE-0.5% 12.12.1 9' UMP 12'CAP/PLUG ME 1 6.49'DW ORIFIC 1 'SUMP 0.DO ORIFICE EL-4732.95 J1.95' 6.57' 00' STORMTECH STORMWATER SYSTEM: B.B7 (-3-'� WEST DRAINAGE SWALE OVERFLOW STRUCTURE 3o-1 SCALE: NTS STORMTECH STORMWATER SYSTEM: EAST RELEASE STRUCTURE SIX SCALE: NTS RECORD DRAWING . DEW PROJECT NUMBER VERIFY SCALES - ''�I,REVISIONS DRA BY 4186001 THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 1 901 Technology Blvd. 'D.BY. MRS OAK MEADOWS SUBDIVISION REDUCED LINE BELOW _ J Engineers Bo eD n,MT 59718 MIC MEASURES ONE INCH ON 1 AS BUILT$ 1 9 2DD7 KMG MORRISON RA % PR.BY SHEET NUMBER Surveyors JRN BOZEMAN MONTANA 27 ORIGINAL DRAWING SMITH J MAIERLE INC. sre°lisrs No.12326 - DATE 0622/06 DRAWING NUMBER Planners Phone.(406)587-0721 =� Fax(406)587-1176 IN 1 gfclsTL«o ci>- OA.REVIEW STORM DRAINAGE STRUCTURES S D—Z MODIFY SCALE ACCORDGLY1 An h.,p/nyee-0—M(,,.perry rrr1111/ : BY N.W 786W01 WCADISHEETSVRECORDISD-2.dwg Plotted by m6nMh on Apr/42007 —YR..c MORRIsoNawERLE INc.zoo 11�(NAL��. DATE 20.00' ROW 60' ROW 16.00' - 13.5' - 33' TBC TO TBC - 13.5' NOTE: 6' SIDEWALK REQUIRED F ALLEY 1 Q ROAD ADJACENT TO PARKS, 5' 7.5' 7' 9' 9' 7' 7.5' S' 1' REDUCE BOULEVARD WIDTH ONE 8.00 8.00' SIDEWALK BLVD PARKING DRIVING DRIVING PARKING~ BLVD SIDEWALK FOOT IN THESE LOCATIONS. 3" ASPHALT 0.5' 0.5' PAVEMENT 3.1 3' ASPHALT 2:1_MAX 3.00% 3.00% 2_1MAX MqY PAVEMENT = - 2.00% 2.00% 3.00% 3.00% 3.00% z.00% Z.00% 2:1 MAX ° o o o o o o 0 0 2:1 MAX 3.00% _ 3.1 o 0 0 0 o O o ° o 4" THICK —III III TYPICAL o 0 o III—III _ 3"-1" WASHED ROCK 000 TYPICAL STANDARD CURB 6" CRUSHED 6" CRUSHED TYPICAL GRAVEL BASECOURSE GRAVEL BASECOURSE ARRPDX. LOCATION OF JOINT MIN. 18" UNCRUSHED UTILITY TRENCH (TELEPHONE, CATV, MIN. 18" UNCRUSHED 11.0 SUB-BASE COURSE NATURAL GAS, FIBER OPITC, ETC.) SUB-BASE COURSE COMPACTED SUBGRADE DEPTH, COVER, ALIGNMENT, S.5'� COMPACTED SUBGRADE AND SEPERATION BY RESPECTIVE T UTILITY DESIGN. YR. WATER MAIN 6.5' MIN. COVER 11.0' TYP. 8" SANITARY SEWER MAIN AVG. 9.5" DEEP MANZANITA DRIVE AND CRABAPPLE DRIVE (60' ROW)— TYPICAL CROSS— SECTION (72 � ALLEY (20' ROW) N. T.S. TYPICAL CROSS—SECTION N . T. S. 3' PUBLIC 60' ROW ACCESS EASEMENT 33' TBC TO TBC 1'y 6.0, 5.5'DEWALK �—BLVD~ 7' 9' ROAD 91 7. 11.5 S' ~—PARKING DRIVING DRIVING PARKING~ BOULEVARD SIDEWALK 1 0.5, 0.50' PARK STANDARD CURB 3" ASPHALT PAVEMENT 2.00% 2.00X TYPICAL 3.00% 3.00X 3.00% 3.00% 2.00X -00% 3.7 ' —_ _—__ o o o o III—I 4" THICK —1 3"-1" WASHED ROCK 6" CRUSHED O O O TYPICAL GRAVEL BASECOURSE 9' MIN. 18" UNCRUSHED TYPICAL SUB-BASE COURSE ARRPDX. LOCATION OF JOINT 5.5' COMPACTED SUBGRADE UTILITY TRENCH (TELEPHONE, CAN, (yI�' NATURAL GAS, FIBER OPITC, ETC.) 5.50' 18.0' I DEPTH, COVER, ALIGNMENT, AND SEPERATION BY RESPECTIVE TYP. WATER MAIN UTILITY DESIGN. MIN. 6.5' COVER EXIST. 24" SEWER MAIN DEPTH VARIES r3_'� OAK PARK DR. (60' ROW)— TYPICAL CROSS SECTION LOOKING NORTH— N .T.S. RECORD DRAWING VERIFY SCALP _ REVISIONS-- �1V .t1 DRAWN BY DHW THESE PRINTS MAY BE NO. DESCRIPTION DATE BY = ary I A ��b'+ PROJECT REDUCED uNE BELow E 901 Technology BNd. IL, �_..'D.BY: MRS OAK MEADOWS SUBDIVISION SHEET NUMIBER MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG ngrneers Bozeman.MT 59718 , ORIGINAL DRAWING - - -- MORRISON Survey°rs RAY _PPR BY JRN BOZEMAN MONTANA 28 11 I *T Sdentists SMITH DATE: 0622106 DRAWING NUMBER -- -- -- JJ MAIERLE it\c. F11—ners Phone:(406)587-0721 %.,'� No.12326�E =s MODIFY SCALE ACCORDINGLY' 'D,Lnwloy�Y�-o,.,n�a(.°Pa°y Fax(406)587-1176 yII14ip �aC%= BQ.A.REVIEW STREET DETAILS ISIE0. DR- N.N1861001V1CAD\SHEETSIRECORDOR-1 DRd.Wig Plotted by msmith on Apr/42007 covrax;Hr r NoaalsoNMA'EaLE— —7 IIINA1."`�� DATE_ -------- 60.0' 0 37.0' 3 ROAD 6.0' BLVD~�SIDEWALK 1 ASPHALT TRAIL ~i STANDARD CURB J � SLOPE 2.00% TO WEST TYPICAL 0.5' 3S Z OOR 000 o c _ iYPIC I�^I T^ W-1 .7 THICK ASP=F= -- _T HALT-2" THICK — CRUSHED GRAVEL— 3" w 3" ASPHALT PAVEMENT 3"-1" WASHED ROCK ASPHALT TRAIL— LINEAR PARK 6" CRUSHED TYPICAL N GRAVEL BASECOURSE w N. T.S. SAWCUT Ex. MIN. 18' UNCRUSNED NOTE: THE SIDEWALK SHALL BE 6' IN AC 1' FROM SUB—BASE COURSE WIDTH ALONG THE PARK FRONTAGE; EXIST. EDP COMPACTED SUBGRADE SIDEWALK SHALL BE EXTENDED TO AND BE COMMON WITH THE R/W ALONG PARK FRONTAGE. MAINTAIN 5.5' BLVD WIDTH ALONG THE PARK. N. 14TH AVE (60' ROW)— WIDENED SECTION FROM INTERIM 40' LOOKING NORTH— N. T.S. R - 100' ROW 50' SETBACK FUT. DEVLOPED LANDSC. SITE rk BUFFER WIDTH VARIES 39' 12' (A.BJ 7' 12' _ 12' 8' `"W MEDIAN DRIVING LANE DRIVING LANE BIKE LANE MEANDERING LANDSCAPING k GRADING ASPHALT TRAIL PER PARK/CORRIDOR PLAN 1' _j -- o � o 0 0 0 0 \\\ —' I —III—III—III—III—III— III— I ASPHALT-2" THICK — EXISTING ROAD SECTION CRUSHED GRAVEL— 3" THICK a 11 — 2" MINUS w 16" — 6" MINUS NOTE: STERILIZING OF THE CRUSHED GRAVEL v~i BASECOURSE UNDER OAK STREET SHALL w TAKE PLACE BEFORE PAVING SAWCUT EX. AC 1' FROM EXIST. EDP WEST OAK STREET WIDENING—TYPICAL CROSS SECTION RECORD DRAWING LOOKING EAST— N. T.S. VERIFY SCALE! REVISIONS NUMBER TNESE ERINTs rav aE NO. DESCRIPTION DATE BY I , hll DRAWN BY OHW PROJECT 00001 REDUCED LINEaE[ow 1 AS GUILTS 1 9 2007 KMG J gl^�'` BozemaaMT959718 K'D-BY. MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON / / MORRISON E� ,�Y} MICHAF71! SHEET NUMBER DRIGINAL DRAWMIG -- - 1 sunreyos RAY / j APPR BY JRN BOZEMAN MONTANA zs J scienns[s SMIT MAIERLE INC. Planner Phone(406)587-0721 :r� No 1232 E =s DATE 0622 06 DRAWING NUMBER MDDIFYS EACCORDMS.LYI Fax(406)587-1176 gfcisTE% V' Q.A.REVIEW STREET DETAILS DR-2 An f;rryloym[�wneJ['nmrymy IIII/ �C BY: N:M1861001 WCADISHEETS\RECORDIDR-1 DRA.dwg Plotted by m dh on Apr142007 wEmicNT c MDRRISON#WFRLF.INC..sod Iu NAL DATE. FUTURE 60' ROW z 40' ROW 37' INTERIM ROAD SECTION d 24.5' TBC TO EDGE OF PAVEMENT 0. 0 1' GRAVEL x 18.5' SHOULDER FUTURE ROAD 5.5' BOULEVARD BY OTHERS 6.0' 3.0' 5' SIDEWALK ROAD 1.0' 0.5' 1.5' FROM 00% 2.00X 7 2 I~ ASPHALT uM 00X 3.Oy% 1-9" o 0 0 0 0 0 0 0 o 0 0`� 1.75' 4' THICK —III ryol I 3"-1" WASHED ROCK — TYPICAL STANDARD CURB TYPICAL 3" ASPHALT PAVEMENT ROAD SECTION PER 6" CRUSHED GEOTECH REPORT GRAVEL BASECOURSE MIN. 18" UNCRUSHED SUB—BASE COURSE COMPACTED SUBGRADE (T� EAST HALF OF JUNIPER ST LOOKING EAST- N. T.S. 3 0 37.0' Of 3 0 6.0' L ROAD SIDEWALK 5.5 5.5' 5' ALONG PARK FRONTAGES _—BLVD BLVD f SIDEWALK— STANDARD STANDARD CURB 0.5' 2.00% TYPICAL 3% 3X 2.00% 4" THICK 0 0 0 0 0000 00o TYPI i 1" fl"I 3_� � THICK 3"—l" WASHED ROCK — TYPICAL 3" ASPHALT PAVEMENT 3"-1" WASHED ROCK 6" CRUSHED TYPICAL GRAVEL BASECOURSE MIN. 18' UNCRUSHED SUB—BASE COURSE COMPACTED SUBGRADE C� WEST HALF OF JUNIPER STREET LOOKING EAST- N. T. S. CORD DRAWING VERIFY SCALE' REVISIONS �1 DRAWN BY DHW NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE By �1dYAa, r, PROJECT REDUCED LINE BELOW 901 TeannologyBlvd CHK•D BY MRS OAK MEADOWS SUBDIVISION 4les001 ol MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG -� MORRISON EgNraers Bozeman,MT 59718 = MICHA� SHEET NUMBER ORIGINAL DRAWING Surveyors RA APPR.BY. JRN BOZEMAN d bsls SMITH MONTANA so S JJ MAIERLE INC. ND 12326 DATE 06rz2ros _ Planners PhoRe(406)587-0721 % 2= DRAWING NUMBER MODIEY SCALE ACCORMNGLY nn/;npl,,—. ,r�eln.' n., 1a=(406)587-1176 % �FCISlE0. ��' BOA REVIEW STREET DETAILS N,41861001V1CADISHEETS\RECORDIDR-1_DR4 dwo Pbded by msmith on APr/4/2007 HitNDRPoSONM1iERLE INC.l(ID)r(rrHH��A`. DATE DR-3 FUTURE 60' ROW w z_ 40' ROW J 37' INTERIM _ ROAD SECTION 24.5' TBC TO � EDGE OF PAVEMENT X 0 1 ' GRAVEL w � 18.5' 5.5' BOULEVARD � � SHOULDER FUTURE ROAD BY OTHERS 6.0' 3.0' ROAD 5' SIDEWALK — 1 .0' 1 .5' FROM _ ASPHALT ---- MqX . 1 —9„ —2.00% 200%� � 3�00.% 3.�0� , o_q p„o„ 0 0 0 0 0 0 0 0 0 —� � 1 .75' 0 0 0 0 0 0 0 0 0 0 0 o FINISHED SHOULDER 4" THICK o 0 3: 1 MAX. SLOPE STA. 0+00 TO 8+29 3"- 1 " WASHED ROCK TYPICAL STANDARD CURB TYPICAL 3" ASPHALT PAVEMENT LACE POST ROAD SECTION PER 24" INTO 6" CRUSHED GEOTECH REPORT 12+ 90 CA a_) GRAVEL BASECOURSE STATION 8+29 TO STATION EXISTING GROUND SEE SHEETS DR-4A �C DR-4B INSTALL GABION RETAINING WALL MIN. 18" UNCRUSHED (SEE SHEET R-5) SUB—BASE COURSE COMPACTED SUBGRADE NORTH 12TH AVENUE N . T. S. RECORD DRAWING VERIFY SCALE' REVISIONS �d"III DRAWN BY DHW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY �` REDUCED LINE BELOW ---- ----- - J 901 Technology Blvd. r �'� R;HK'D.BY MRS OAK MEADOWS SUBDIVISION 4186.001 MEASURES ONE INCH ON 1 AS BUILTS _ , 9 2DD7 KMG Errs Bozeman MT 59718 MIS ORIGINAL DRAWING 1 II ORRISON Surveyors RAY )' APPR_BY: JRN BOZEMAN SHEET NUMBER JJJ MAIERLE INC. S�e°/'s's SMITH MONTANA 31 No.1232 DATE 0622/06 Planners Phone(406) 7-11721 2= DRAWING NUMBER MODIFY SCALE AccortdNGEn Fax.(406)587-1176 �''�;`� �c�s1Ee� 0'_-= Dn.REVIEw STREET DETAILS DR-4 _ A.Lmployee-(hvvN('umpnny t?' BY. IN A186\001\ACAD\SHEETSIRECORD\DR-1_DR4 dtl g Plotted by msmilA on Apr/42007 co IGHr a MORwsoe-rWERiINC. � I''�I�NA�wE'` DATE PC E770 BCT CABLE ANCHOR ASSEMBLY PC S785 GROUND STRUT PC E750 BEARING PLATE HINGED POST GUARDRAIL EXIT SLOT PC S760 CABLE ANCHOR AWAY FROM TRAFFIC BOX W/ SHOULDER BOLTS, STRUCTURAL NUTS & WASHERS _1 4 1 PC S1305 W—BE M — - 1,—�., PC G1205 W—BEAM � GUARDRAIL END SECTION 1'— 0" tPC 53000 EDGE OF SHOULDER OR FACE OF GUARDRAIL pg 68 GUARDRAIL p7 ve 'Hs pa p3 P2 APPROX. RAIL pt IMPACT HEAD E TRAFFIC STANDARD W—P! 4 & POST WIDTH GUARDRAIL �DO NOT ATTACH RAIL TO POST P1 SPLICE BOLTS SPLICE BOLTS PC S760 & H.G.R. NUTS & H.G.R. NUTS CABLE ANCHOR BOX B�] A - 1'-9 C E770- OCT CABLE ' ANCHOR i I ASSEMBLY PC HP3A BREAKA AY LINE POSTS (TOP) SEE DETAIL "D` SEE DETAIL PC HP3B BREAKAWAY LINE POSTS (BOTTOM) PC S785 7 �" DIA. x 8Y" PC HP2A SECOND PC HP1A FIRST AGROUND STRUT HEX BOLT & HEX POST ASSEMBLY POST ASSEMBLY HINGED POST NUT TOP 2 — Y," DIA. x 4" TOP PC S785 HEX BOLTS W/ HEX fi NUTS AND 2 WASHERS PC S3000 NOTES: GROUND STRUT HINGED POST PER BOLT IMPACT F HEAD 1. USE THE SKT 350 TERMINAL SECTION ON DIVIDED ROADWAYS PC HP213 SECOND r ____ IF THE WIDTH IS 25 FEET OR GREATER BETWEEN FINISHED POST ASSEMBLY SURFACES. CONSIDER OTHER TERMINAL SECTIONS IF THE BOTTOM r WIDTH IS LESS THAN 25 FEET BETWEEN FINISHED SURFACES. DETAIL D IMPACT HEAD CONNECTION DETAIL 2. ATTACH REFLECTORS TO TERMINAL SECTION POSTS, PER DTL. (AT POST P2) DWG. NO. 606-05A & 606-05B. PC P616 " DIA. x lY," Y8" DIA. x 10" H.G.R. SPLICE BOLT W/ 3. AFTER FINAL ASSEMBLY, RECHECK CABLE TO MAKE SURE IT IS ROUTED WOOD BOLT W/ H.G.R. NUT H.G.R. NUT TAUT AND HAS NOT RELAXED. BLOCKOUI PC HP3A PC HP2A SECOND PC HP1A FIRST POST POST ASSEMBLY ASSEMBLY TOP PC E750 BREAKAWAY 4. OBTAIN ENGINEER'S APPROVAL OF MANUFACTURER INSTALLATION LINE POST TOP BEARING PLATEOPTIONS WHEN SITE CONDITIONS PREVENT THE USE OF THE PC S785 PC S785 PC E770 TOP OPTION SHOWN ON THIS DETAIL, GROUND STRUT BCT CABLE 1 —g �" DIA. x 8y" HEX 1 —g GROUND STRUT HINGED POST ANCHOR ASSEMBLY 5. LAP ALL W—BEAM SPLICES IN THE DIRECTION OF ADJACENT TRAFFIC. BOLT W/ HEX NUT HINGED POST WITH 1" DIA. HEX a NUT AND WASHER LENGTH AS NEEDED LENGTH AS NEEDED PC HP2B EACH END TO MAINTAIN 2 BURY TO MAINTAIN 4' BURY SECOND POST INTO ORIGINAL GROUND INTO ORIGINAL GROUND ASSEMBLY PC HP313 BOTTOM (AT POST P1 & P2) PC HP1B FIRST POST BREAKAWAY %s" DIA. x 9" HEX SECTION A—A ASSEMBLY BOTTOM LINE POST AT POST P2 BOLT W/ H.G.R. NUT DETAIL K SECTION B—B BOTTOM AND 2 WASHERS (AT POST P1) (TYP. AT POSTS P3 THRU P8) RECORD DRAWING NORTH 12TH AVENUE (GUARDRAIL DETAIL A� N. T.S. VERIFY SCALE! REVISIONS THESE PRINTS MrIY BE NO. DESCRIPTION DATE BY A„ DRAWN BY: DHW _ REDUCED LINE BELOW 901 Technol a'Il�b PROJECT NUMBER MEASURES ONE WCH ON 1 AS BUILTS 1/9/2007 KMG Ergrrreers Tech-logy 8rod <T7 MICHAF ' c .Bv_ MRs OAK MEADOWS SUBDIVISION 4186.UM MORRISON Bozeman MT 59718 SHEET NUMBER ORIGINAL DRAWING J su"Y rs - RAY PR.BY: AN BOZEMAN screnesls sMiTH MONTANA 3z J� MAIERLE �rrc. Nn 12328 DATE 082206 Planners Phone:(406)587-0721 2? DRAWING NUMBER �DIFY SCALE N:411881001WCADVSHEETSV2ECORDIDR-1_DRI-dwp Plotted by msmiM on Apr112007 A�Fn p1„yK-I.n d(.>,pang Fax leosl 587-1176 �` IiQNAIt,F: BOA.REVIEW GUARD RAIL DETAILS _ C RI .00RRISON#MIERLE RIC.3WT`I DATE D R 4A PC 3000C CABLE ASSEMBLY PC 33875G GROUNDLINE STRUT PC 782C BEARING PLATE PC 704A CABLE GUARDRAIL EXIT SLOT ANCHOR BRACKET AWAY FROM TRAFFIC t I A_-. f -11,-3„ - - - PC 62G\ �i2'-1� 1'-0' DEEP 1'- 0" �Pc 995A EDGE OF SHOULDER OR FACE OF GUARDRAIL p7 P6 P5 pa p3 BEAM P2 APPROX. P1 GUARDRAIL EXTRUDER 0 0 (� (_) E TRAFFIC GUARDRAIL RAIL & POST WIDTH I-DO NOT ATTACH RAIL TO POST P1 - %" DIA. x 1�" HEX HEAD BOLT W/ WASHER, HEX NUT & FENDER SPLICE BOLTS DO NOT ATTACH RAIL TO DO NOT PC 704A WASHER (PLACE FENDER WASHER & NUTS ATTACH B A ABLE ANCHOR AT INSIDE POST FLANGE) A B BRACKET BLOCK A ST P5 RAIL TO r _ I POST P2 ... IPC 3000G ,CABLE SEE DETAIL "K" 'ASSEMBLY - PC 33875G IGROUNDLINE (STRUT TRAFFIC SIDE- PC 33872A POSTS (UPPER) - I' 3i4" DIA. x 2Y" HEX PC 33874A POSTS (LOWER) �" DIA. x 3" HEX LB HEAD BOLT W/ WASHER t IMPACT DIRECTION & LOCKWASHER UNDER HEAD BOLT W/ WASHER HEX NUT Y" DIA. x 2�Z" & LOCKWASHER UNDER - PC 3 HEX0OG CABLE HEX HEAD BOLT ' HEX NUT K ASSEMBLY W 1" DIA. W/ WASHER & - PC 33871A POST �I / T (UPPER) W6 x 8.5 L HEX NUT & WASHER U LOCKWASHER �6" DIA. x 2' HEX EACH END UNDER HEX NUT HEAD BOLT W/ WASHER �" DIA. x 2' HEX HEAD - DIA. x 2" HEX & LOCKWASHER UNDER _ BOLT (INSTALL WITH HEAD K�I HEAD BOLT W/ WASHER DETAIL D VIEW D-D HEX NUT ON STRUT SIDE W/ WASHER & & LOCKWASHER UNDER NOTE: -..LOCKWASHER UNDER HEX NUT) HEX NUT PC 4076E WOOD BLOCK PC 33875G GROUNDLINE STRUT DETAIL K PC 33873A POST SECTION 'A-A" IS SIMILAR ROUTED PC 33872A POST 1 (AT POST P1) (LOWER) W6 x 8.5 PC 782G AT POST P5 EXCEPT RAIL (UPPER) W6 x 8.5 VIEW H-H RECORD DRAWING IS NOT ATTACHED. f BEARING PLATE �" DIA. x 10" POST , 7" BOLT W/ HEX NUT & TRAFFIC I NOTES: WASHER SEE DETAIL "H" SIDE 6 1 f-3" fir) 1. THE X" DIA. FLAT WASHER IS USED UNDER THE NUT, BEHIND THE POST 1'-9" CPC 33872A POST (UPPER) ' ONLY. NO WASHER IS USED AT THE RAIL. W6 x 8.5 TRAFFIC SIDE SEE DETAIL "D" -,, PC 33873A POST HI VIEW K-K 2. PLACE A SELF-ADHESIVE OBJECT MARKER ON THE GUARDRAIL EXTRUDER FACE, HAVING ALTERNATING RFTRO-RFFLFCTIVF BIACK AND YELLOW LENGTH AS NEEDED (LOWER) W6 x 8.5 TO MAINTAIN 2' BURY LENGTH AS NEEDED TO ji1, r,' STRIPES SLOPED DOWNWARD AT AN ANGLE OF 45- TOWARDS THE SIDE INTO ORIGINAL GROUND �--PC 33874A POST (LOWER) 'MAINTAIN 4' " ON WHICH TRAFFIC IS TO PASS. I ! W6 x 8.5 (BURY INTO ; H STACK 2 TO 3 WASHERS ORI INAL GROUND ON Y4" DIA. BOLT 3. ATTACH REFLECTORS TO TERMINAL SECTION POSTS, PER DTL. DWG. BETWEEN POST PLATE NO. 606-05A & 606-05B. SECTION A-A SECTION B-B DETAIL H & STRUT TO ALLOW STRUT 4. AFTER FINAL ASSEMBLY, RECHECK CABLE TO MAKE SURE IT IS TAUT (TYP AT POSTS P3, P4, P6, P7 & P8) (AT POST P2) (AT rn T P2) TO PASS OVER V' DIA. AND HAS NOT RELAXED. BOLT HEAD 5. OBTAIN ENGINEER'S APPROVAL OF MANUFACTURER INSTALLATION OPTIONS WHEN SITE CONDITIONS PREVENT THE USE OF THE OPTION SHOWN ON THIS DETAIL. NORTH 12 TH AVENUE (GUARDRAIL DETAIL B J 6. LAP ALL W-BEAM SPLICES IN THE DIRECTION OF ADJACENT TRAFFIC. N . T. S. VERIFY SCALE' REVISIONS \1Y'A" THESE PRINTS WY BE NO, DESCRIPTION DATE BY DRAND BY DHW PROJECT 001 REDOCED LJNEBELOW 901 Technology Blvd '1 ., �iK•D.BY MRs - OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON 1 AS GUILTS 1/9/2007 KMG J enginoers Bozeman,MT 59718 F MICHA SHEET NUMBER oRR;INAI DRAWING -- - s��.�ynrs RA APPR.BY JRN BOZEMAN MONTANA 33 So,nnhstsJMORRISON MAIERLEINC. Manners Phone.(406)587-0721 %y No.12326 E =s DATE 0622/06 DRAWING NUMBER MODIFY SCALE ACCORDNOLY' Fax(406)587-1176 4ECISIER�' C?= O.A.REVIEW GUARD RAIL DETAILS DR-4B An F,pk yee-0wv d C' ,j ,, 141III/ �1�,- BY N:W 186W011ACADISHEETSWECORDIDR-1 DR4.Bwg PloBeo by msm4N on Apr/42007 conYRiORr c NORRIEO-ERLE.INc taw ,�Lk(JA DATE CONCRETE PATH EXTENDING r FROM CRABAPPLE DRIVE TO WEST OAK STREET I (SEE SHEET OR-2) r-1 I CONCRETE PATH EXTENDING FROM CRABAPPLE DRIVE TO WEST OAK STREET (SEE SHEET DR-2) .GxZ"A�"Z qb� Q460�\'LQ�M1M1 Qt 'Iq P�6,""'4P SIP �6' pry;ryZ 7�q V1 x.S91p`�xAM1�JV p}6 STA?+ S4 p'L" 9e• - M1"" .�'�' 6M1 5 "q'69� 393 y6.2 21' VI ZIP ♦6' 1x 15 x00�t S11"'' M1" " '1" � Sxe --_ - - - � S ZtP �P 3 3Y l�C 51P ," tiP OSM1� S 3xM1�� 1P 5,ry�S�P"5,"1ZZtiP �b 20 0 10 20 p 'Is A6 _2„LT �, CRABAPPLE DRIVET �p 1t96' Z ST,ZYJ35 �a 3µ A93T A9?T IN FEET) ys 2g srruu 11 TeC I S yg,Z ?+y9.3r 20' St01 A 66gA �- ^e o1 �61M1 '1"6ryq Q -- j3 I ASPIVL S(P Zp jt v.T� P} qo 6, "6. oq .59' • �, 9 2a' Aq' "q!p - Sr,� 0•C "M1xgQt tip''�� p}` 5M1t"� ,,"}.ao� L MANZANITA DRIVE ASPINLI g ry9 A9- 24. Jy,r I I M1x T ry5 S�M1' Zti M1C� 7x5P 6,� ZIP Zr t�;� s p' LEGEND: - --- — sp�`� 5�' —. ' S�"•� '(P��` , xq g y9 Ascrwl • } JJ ♦�' qQf' 24' „� �J„ ROAD STATION, DESCRIPTION, S7A 5+02.79 PT M1x P M15 5 ti 2' $p '4aJ'sg J Bc 1650 RT 81.11 OFFSET, AND ELEV.: ADD SP¢.}1 . Seo t r m A. eQ sgy 4700.00 FOR C.O.B. DATUM STA 5+02.79 82.53 CL ROAD STATION AND ELEv.: ADD 4700.00' �M1 p 0 Rr 1Dr FOR C.O.B. DATUM s�x'26;�" FLOW DIRECTION �Qa ,g sr� yr LOT LINE �� ww�';�d a Ts yy • 5' SIDEWALK +� TBC EDGE OF ASPHALT q SPILL CURB MANZANITA DRIVE CURB ISLAND NOTES: ib 0. �""1 1. ALL TBC INTERSECTION RADII TO BE 15', n Ta UNLESS OTHERWISE NOTED ON PLANS. ; Q 2. ALL TBC TRANSITION RADII TO BE 35'. UNLESS OTHERWISE NOTED ON PLANS. � I 3. TBC=TOP BACK CURB SOAK PARK DRIVE/CRABAPPLE DRIVE 4. PI=POINT OF CURVAVERTICAL IN w RE 5. PT=POINT OF TANGENCY ti 6. PI=POINT OF VERTICAL INTERSECTION 7. EP=EDGE OF PAVEMENT FJ I (1'T' B. ALL SIDEWALK/CURB INTERFACES SHALL III HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. NO. 02529-8 RADIUS-15' RADIUS-133.5' O J (rSS Q tiP ,6. J 0 sT4 3w y / 5360 JUNIPER STREET } 3T Or / �t6T. 4 7xsz 31�T 6 -I StP 21.1,Tec To �r Tac 09 ZO s''bq + - Dxz A�wr I. ASRNLT RADIUS-16fi 5: Tq J„ 33y? _ 28 JBOO J„Q SORT F'L` s„sJ sS0 J7 SJSJ "J2RADI JS-133.5' s - - STA 2+58.08 14.5'RT TO STA 3t38.82 8.2'RT 4''WADE FLEXIBLE DELINEATORS RECORD DRAWING EVERY 10'O 4:1 TAPER 3 JUNIPER STREET OAK PARK DRIVE VERIFY SCALE' -REVISIONS DRAWN BY DHW _ PROJECT NUMBER THESE PRINTS MAv BE NO DESCRIPTION DATE BY _ 4186.001 REDUCED LINEBELOW I MORRISON 901 TechnobgyBNd. K'D.BY: MRS OAK MEADOWS SUBDIVISION MEASURESONE INCH ON 1 AS BUILTS 1/9/2007 KMG J E^91n�� Bozeman.MT 59718 MIC _ SHEET NUMBER ONIGINU DRAw1NG Surveyors RAY APPR BY. JRN BOZEMAN JJ MAIERLE INC. SMTwI MONTANA 34 Planners Phone.(4061587-0721 No.12326P =, DATE 0622J06 DRAWING NUMBER MODIFY SCALE ACCORDINGLY Fax.(406)587-1176 r/T4� 'P� o �j= O.A REVIEW naerar.i...1�•-�,.,•n�e�,.,H�aa} ISTEa �_ BY. INTERSECTION/CURB DETAILS DR-5 N:W1861001 WCADISHEETSWRECORDIDR-5 DR-7 Plotted b msmith on A 142007 'a -d'^'9 Y PI MNFUF INc..2oor(( 1 NIL.. DATE. I � ASAYLT I'_I 22.5 TK E= 305 - t g3. 20 0 10 20 S o A } ^99 (IN FEET) 5 y09 alb I JUNIPER STREET 8��^ °` D'3I 3*III — z 5, To Q) q, ,° ytN JUNIPER STREET EDOF ASPIMIi -5' x .—T P Sy LEGENDOx�' INSTALL VALLEY GUTTER, w T°. : � $�P SEE STD.DETAIL/02529-1 P6� �i P�M1P b 4�, lox 9.T.y .. F ROAD STATION, DESCRIPTION, a y^P STA 5+02.79 P 16soRr OFFSET, AND ELEV.: ADD be b 6e bcfl BC etn 4700.00' FOR C.O.B. DATUM CL ROAD STATION AND �STA 5+oz.79 82.53 ELEV., ADD 4700.00' FOR C.O.B. DATUM FLOW DIRECTION LOT LINE 5' SIDEWALK TBC —���JUNIPER STREET/NORTH 12TH AVENUE EDGE OF ASPHALT � NORTH 14TH AVENUE/JUNIPER STREET- SPILL CURB INOTES. 1. ALL TBC INTERSECTION RADII TO BE 15'. UNLESS OTHERWISE NOTED ON PLANS. 2. ALL TBC TRANSITION RADII TO BE 35'. zz.5'rs EDCf UNLESS OTHERWISE NOTED ON PLANS. I 3. TBC=TOP BACK CURB ms 4. PC=POINT OF CURVATURE T 5. PT=POINT OF TANGENCY ' 6. PI=POINT OF VERTICAL INTERSECTION 7. EP=EDGE OF PAVEMENT 8. ALL SIDEWALK/CURB INTERFACES SHALL ar HAVE A PEDESTRIAN RAMP PER 1-- { T'I ti o C.O.B. STD. DWG. N0. 02529-8 Jec ST4 ,LOB R66 0, 1 INSTALL VALLE GUTTER, px yP LP' `P.O. SEE STD. DETAIL 02529-7 Ab CRABAPPLE DRIVE �5,yYAb9 W CRABAPPLE DRIVE . i "5?�; 46, x0 xCA a INSTALL VALLEY GUTTER, ASPHUT 6r tsgaU SEE STD.DETAIL 002529-1 w I 1 J 0R.75 O 1 o, ytP Sx ' bry 6465 R> E�'Lb d' lq 3x p' r9 1a 1 p/t3�6 ,0 ytir I RECORD DRAWING r6-'� NORTH 14TH AVENUE/CRABAPPLE DRIVE rT� CRABAPPLE DRIVE/NORTH 12TH AVENUE VERIFY SCALE' REVISIONS DRA BY. DHW 4186001 MBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 901 Technology BNd. C O.BY'. MRS — OAK MEADOWS SUBDIVISION -- REDUCED LINE BELOW 1 AS BUILTS 1/9/2007 KMG -� MORRISON Engineers MICHAE SHEET NUMBER MEASURES ONE INCH ON seNeyas Bozeman,MT 597t8 RAY PR BY JRN BOZEMAN MONTANA 35 ORIGINAL DFUNANG I232 DATE- 06/22/06 DRAWING NUMBER Screntists No.SMITH E Planners Phone 406)587-0721 =- _ �� MAIERLE,INC. Fax(406)587-1176 %� q o V= BY°A RE�"E" INTERSECTION/CURB DETAILS DR-6 ►gO1FY SCALE ACCORDINGLY' Au tmp/oyee-Oxned('ompeny. CISiE0.(L�� -. N:W1BB1001WCAOGSHEETSIRECORDtDR-5DR-7.dvg Plotted by msmdh oD Apr/42007 c0P—Gm I Mp+wso—W—E.INc gaol rE III NAL��. DATE. 335'IBC IT 3 5 T �1YC AwwT I� x 1P "1' lPOI INSTALL VALLEY GUTTER, TBC 6 6, BISTALL VALLEY GUTTER, SEE LL STD.DETAIL/02529-1 }� NUJ' SEE STD.DETAIL 002529-1 �L?� �� ycAti \P � "• � 'sS?ys* •s s'32 AAA *// SlP1r I ylP°,b� y1P D,g�Nry'S y1P°. � Cr`J�$ �e0?�6 ��sa A5'l0 A 1A W s1N o,1� 'TN o,sp0• ,,. B� — zo n BC ST4 s*&sJ 39a35 RADS>1 o to 20 MANZANITA- n4 s*?e °1*3D0'R II1-x �1 MANZANITA DRIVE s* �BT a a r1 (IN FEET) 43� �, J�gr�.o 6 J� T,YJi 6x0Pe1 01' A l - 'PldoAT s LEGEND:61 4 >r SIA 5+02.79 PT ROAD STATION, DESCRIPTION, Raj Bc t m a1 t1 OFFSET, AND ELEV.: ADD hsP �J tp� RT tJ sy O (96 4700.00' FOR C.O.B. DATUM N-y. J Su 5+02.79 82.53 CL ROAD STATION AND y�r ELEV.: ADD 4700.00' FOR C.O.B. DATUM FLOW DIRECTION LOT LINE 5' SIDEWALK TBC EDGE OF ASPHALT NORTH 14TH AVE/MANZANITA DRIVE SPILL CURB � NORTH 12TH AVE/MANZANITA DRIVE NOTES: 1. ALL TBC INTERSECTION RADII TO BE 15', UNLESS OTHERWISE NOTED ON PLANS. 2. ALL TBC TRANSITION RADII TO BE 35', UNLESS OTHERWISE NOTED ON PLANS. 3. TBC=TOP BACK CURB 4. PC=POINT OF CURVATURE 5. PT=POINT OF TANGENCY 6. PI=POINT OF VERTICAL INTERSECTION 7. EP=EDGE OF PAVEMENT 8. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. NO. 02529-8 RECORD DRAWING VERIFY SCALE' REVISIONS ``,, t`1 DRAWN BY DHW_ PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY I _ A 1 _ 4186 001 REDUCED LINEBELow 1 AS BUILTS 1 9 2007 KMG J EnrN�wie�s 901 man NIT MICHAF� 1j K'D.BY: MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON / / Bozeman.MT 59718 SHEET NUMBER ORIGINAL. E NCH MORRISON SuTveyas RAY . APPR BY JRN BOZEMAN MONTANA 3s �� -"J MAIERLE INC. Saan"�J SMITH NO.12326 DATE. 06/22/D6 DRAWING NUMBER Planners Phone(4061587-0721 2= MODIFY SCALE ACCORD#WAY' Fax(406)587-1176 ' CT {, V:- 7�71-�7 A.r pmy�ecnY<aEDnpa y s� STE0.�� BY aA REVIEW INTERSECTION/CURB DETAILS U1K` / N M186W01 WCADISHEETS%RECORDIDR-S_DR-7 dwg PbRed 6Y msmith on Apr/42007 c°arRIGHT�.MORasnN MniFRTE INc 3001 I�NA�.�" DATE: � I - - —— - -- - { — - - 4-- — O� O + — — — — — zo 0 10 zo � (IN FEET) O— — — — — — O 4G SL - $E'c DET'Am s ON SHE=T DR-9 _ - - LEGEND: - - - srA 5+02.79 Pr ROAD STATION, DESCRIPTION, -- _ - nr� - - BC 1-es0•RT g111 OFFSET, AND ELEV.: ADD - I 4700.00' FOR C.O.B. DATUM r ❑ STA 5+02.79 52.53 CL ROAD STATION AND ELEV.: ADD 4700.00' FOR C.O.B. DATUM — FLOW DIRECTION LOT LINE 5' SIDEWALK DRIVE rec - —T— EDGE OF ASPHALT CGABION RETAINING WA/_.L SPILL CURB AND GUARD RAIL- NOTES 1. ALL TBC INTERSECTION RADII TO BE 15'. I UNLESS OTHERWISE NOTED ON PLANS. 2. ALL TBC TRANSITION RADII TO BE 35', UNLESS OTHERWISE NOTED ON PLANS. 1 1 NORTH 12 TH AVE./W. OAK STREET ro NORTH 14TH AVE/W. OAK STREET 3. TBC=TOP BACK CURB 4. PC=POINT OF CURVATURE 5. PT=POINT OF TANGENCY 6. PI=POINT OF VERTICAL INTERSECTION 7, EOP=EDGE OF PAVEMENT B. ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER C.O.B. STD. DWG. NO. 02529-6 RECORD DRAWING VERIFY SCALE! REVISIONS ,,TT�? DRAWN BY: DHW PROJECT NUMBER THESE PRINTS MAY lE NO. DESCRIPTION DATE BY -'^�ary A 'rllrh _ THESEREDUCED LINE fiELow __ 1 901 Technology Blvd. , K•D.BY: MRS OAK MEADOWS SUBDIVISION <166001 MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG J En91n�rs Boze—MT 59718 P MIC SHEET NUMBER �U ���� -- MORRISON L— R APPR BY JRN BOZEMAN MONTANA 37 I1 SMITH J MAIERLE INC. Plannlerss Phone(406)587-0721 ;r No.12326�PE DATE 0523/06 DRAWING NUMBER MODIFY SCALE ACCORDINGLY Fax 406 587-1176 srER ) q� E Ci- Q.A.REVIEW INTERSECTION/CURB DETAILS DR-7A An E'mployre-Chvnad('onrpenY BY. N.W 786\001\ACAD\SHEETSViECORO\DR5 DR-7.Ap Pbibtl by rnenliMl an Ap/IR007 `'IrI;�NAL E:' DATE ROAD WIDINING SAW CUT EXISTING ASPHALT, WEST OAK STREET PAVE HATCHED AREA, INSTALL EXISTING EASEMENT 4" WIDE HATCHED WHITE 607 LF OF CURB ALONG WEST TRAFFIC STRIPE OAK STREET BETWEEN NORTH j INSTALLED (A.B.) 12TH AVE. AND NORTH 14TH AVE. WIDE SOLID WHITE (A.B.) 4I EXISTING ROAD CENTERLINE TRAFFIC STRIPE - INSTALLE"A:B — -- -- — - - - - - STA-6-�790- - -- -- -- - - - - - - 0 _ BEGIN TAPER TOWARDS 0 - — �— - + ---�—_ _ EXISTING ROAD WIDTH (A.B) 0 0 - + - _ o � - - - - - - - - - - - - - - � o � -+- - -+- - - - J _ - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - — oo - - -� - + - -+ , 0 — — — — — — — — 0 0 - - - - - - - - - - - - - 0c i /TA 8+25 j ----------------__ - - lkf END ROAD WIDENING 12' ASPHALT TRAIL (A.B.) --- -- - IMPROVEMENTS (A.B.) STANDARD PED RAMP STANDARD ED RAMP AND 12' ASPHALT LANDING AND 12 AS HALT LANDING INSTALLED (A.B.) INSTAL A.B.) I � 4 ES R. WEST OAK STREET WIDENING :r NCKELSON L�.`\ RECORD DRAWING ,4 A ` o o .,f 0 JD c IN FEET) VERIFY SCALE! REVISIONS ,, DRAWN BY DHW PROJECT NUMBER �1Y'd THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 901 Technology BNd. CHKD.BY: MRS OAK MEADOWS SUBDIVISION 4186.001 REDUCED.LINE BELOW J Engneels MCHAEL 2�ii MEASURES ONE NCH ON 1 AS BUILTS 1/9/2007 KMG MORRISON Bozeman,MT 69718 RAY APPR BY SHEET NUMBER ORIGINAL DRAWING. s°""e''°'s SMITH w' JRN BOZEMAN MONTANA s6 . Ss1RnGsts W� DATE: 06l22/06 DRAWING NUMBER MAIERLE INC. Pln��e.s Phone(408)587-0721 ,� No,2326PE _, MODIFY SCAIEACCORDNCAYI An Enlphr -ORned cong2.ny Faa:(406)587-1176 �CISTERI'�C1V- B .A.REVIEW WEST OAK STREET WIDENING DR-8 N\4186\001\OUTSIDE\TO C-0.81040109\DR4).dwg Plotted by Ion hockaday on Apr/9I2009 covYRICRT�c MORasoNwwreRLE.IRc.2ow I(''II1«,NA L DATE 1` Vv INSTALL "RIGHT TURN ONLY" SIGN ON BEGIN YELLOW INSTALL POST WITH "DO NOT ENTER" SIGN. CURB ROSSWALK "DO NOT ENTER" SIGN TO BE SIGNS SEE SHEET DR-2 F GUTTER OR OAK PROPOSED CURB R GUTTER - — SEE s"EEr DR-2 FaR oAK TU NE T W DS WEST BOUND STREET h 14TH STREET STREET WIDENING DETAILS& - - - - - zy'/��L) YADENNG DETAILS SHEET DR-4 FOR LILAC T�/- - -- AVENUE WIDENING DETAILS L INSTALL 4•BROKEN DD IID7 35' RADIUS END WHITE LwE FROM 14TH RDPoseD ASPHALT INSTALL FLEXIBLE CAST IN PLACE 35' RADI S YELLOW ��y+ AVE To uuc AVE PROPOSED CURB @GUTTER YELLOW DELINEATOR (TYP) PIN DOWN CURB: 35' RADIUS CURB SEE SHEET DR-2 FOR OAK — — — — — — — IEI INSTALL 8'SOIJD WHITE LINE FROM 14TH L _AREA WITHIN PIN DOWN 4 AVE TO LILAC AVE STREET WIDENING DETAILS I` �5�_L�H - --• -- INSTALL EXISTING CURD JnAEC BE� -- — — TYPE "B"� + t CROSSWALK a - _ WEST OAK,STREET A�"ter THICK CONCRETE. a 's "- - CURB TO BE YELLOW. CROSSWALK 35' RADIUS WITH SIGNS INSTALL FLEXIBLE N I rMi DGE ST OAK STREE ST OAK S7REE 1 S PROASPHALE R1s4' WHITE DELINEATOR ' 35' RADIUS STOP W "� (TMP) t RIGHT i (TYP - ++ - LINE a 1z.0 ' z.o� (, + INSTALL NO PARKING L 35' RADIUS ONLY INSTALL NO PARKING H •I SIGN. ROTATE TOWARDS 0 24.00' SIGN. ROTATE TOWARDS TRAFFIC 30' 35' RADIUS TRAFFIC 30 a � 35' RADIUS ff 1i INSTALL NO PARKING R27.00 ROPOSED EDGE OF ASPHALT HM TO - SIGN. ROTATE TOWARDS BEGIN YELLOW TRAFFIC 30 Ro O CURB END NOTE_ R4o.00' (TYP.) SO FEET OF YELLOW PAINTED PROPOSED EDGE OF LT 0 15 YELLOW CURB ENDING AT STOP BAR. o{ FROM LILAC AVENUE TO 11th CURB 11I THAN UE TO WDTH S HOWNA"ryRONER TYPE "A" WIDENING DETAIL TO ALLOW CROSSWALK ( IN FEET ) I FUTURE PLACEMENT OF CURB h GUTTER. INSTALL NO PARKING 50 LF 4" YELLOW SIGN. ROTATE TOWARDS DOUBLE STRIPING D S TAFIG 30- 6-16 UNIT T MAIL ®MANZA TA DRVE (PA T � I � I MANZANITA DR may, INSTALL NO PARKING Vim) SIGN. ROTATE TOWARDS TRAFFIC 3 O 1 5 WEST O A K STREET ---- - _ - - r - - - ' 0 IN FEET �_ I L� A VE U E MA NZANITA DR -]f N BEGIN YELLOW END CURB YELLOW 6 - Ko 35' RADIUS CURB a S CRABAPPLE DR INSTALL NO PARKING CAST IN PLACE - -- + "—=-T--- SIGN. ROTATE TRAFFIC 30* TOWARDS PIN DOWN CURB INSi LEXIBL _ �— v— ' J g CRABAPPLE DR WHIT I q w DE INEATO 1 IU P APPLE DR 35' RADIU ( � o x O "° W� A I IN—PLACE ASPHALT C — I INSTALL NO PARKING IGN. ROTATE TOWARDS TRAFFIC 30• INSTALL NO PARKING NOTE: 3/4" DIA. x 24" PLAIN rt- 35' RADIUS - m SIGN. ROTATE TOWARDS g TRAFFIC 30 ND SET CONTRACTION BAR BEGIN �, o JOINTS AT EVERY PC S PLACED EVERY YELLOW END I 3.0' — 4.0' CURB YELLOW JUNIPER ST CURB JUNIPER ST 1 35' RADIUS 35' RADIUS �— — -- CAST—IN—PLACE PIN DOWN CURB DETAIL BEGIN YELLOW 6-r — i R e NTS CURB � JUNIPER ST END YELLOW O S INSTALL ARROW SIGNS. i(ft[aSF°1 CURB ROTATE TOWARDS TRAFFIC 30• INSTALL NO PARKING INSTALL NO PARKING INSTALL ROAD NARROWS SIGN. ROTATE( SIGN. ROTATE TOWARD L IN FEET ) SIGN( w1—s)® TOWARDS TRAFFIC 30 TRAFFIC 30' 100 0 50 100 z (IN FEET) NSTALL CURVE SIGN <S> RECORD DRAWING HUCKLEBERRY MORRISON 901 Technol Blvd DRAWN BY MRS PROJECT NO _ E.rgineers °9y OAK MEADOWS SUBDIVISION 8e C A K PARK D R DAMES R Bozeman ) 69072 4186001 �� Swo _ CHK'D.BY: JRN NICKELSON w= OZEMAN MONTANA N O6�PE ?" I MAIERLE,INC.11\ Planners Phone.1406)587-0721 APPR.BY JRN %,�/� P/ J FIGURE NUMBER CIS 4 _ Fax(406)587-1176 DATE 0622/06 STREET SIGN 8 INTERSECTION SCHEMATIC DR-9 9 CISTER aV� An LmploLee-(>wncd('amPnnT' COPYRIGHT t MORRISONANIFRLE INC 1NW N V1186\001\OUTSIDE\TO C.0.80401090R-9.dwg Plo6ed by Ion hockaday on Apr/92009 RECORD DRAWING STA 0+46.3 STA 0+25.1 INSTALL 60" MANHOLE INSTALL 48" MANHOLE RIM 4739.50 RIM = 4737.0E 18" INV IN =-47333E-4733.27 (A.0 18" INV OUT -W793.3a4733_27 (A .) _ 12" INV IN = 493&A0,473,(44(k B.) I S 3+05.0 18" INV IN = 4733-0. 43(A.B.) - -¢Sl1MP - 1 ALL 48" MANHOLE /I 18" INV OUT = 4733.39 RI = 38.OU WITH 9-SUMP - 1 INV IN - 4734-9,0-4731.96 (AB.) INSTALL 18 LF AT 0.50% SLOPE 1 INV OUT --4732-."4731.92 (A.B.) ---- _ OF 18' PVC H 9" SUMP -AT 0.50% SLOPE INSTALL 18 LF WEST aAK STREET WEST OAK STREET OF 18" RCP STA 0+00 INSTALL 10 L AT 2.8% SLOPE - - - OF 18" PVO� — INV 4731.50 CONNECT TO EXISTING WATER EXISTING 8" SEWER MAIN AT 0.5% SLOP - 90- __ 8" WATER MAIN (AB.) - - -- -BEND,AND 8" G. . STA 0+11.5 STA-T+ INSTALL STANDARD COB WTR SERVICE (A.B), SQUARE STORM DRAIN i RIM EL=4737.70 INSTALL OVERFLOW INV IN=413345 4733.50(A.B.) EAST STOR R TREATMENT M CI STRUCTURE 1 EXISTS GLFR76"X24P - STA 3+08 INV OUT=493345 4733.50(A.B.) SEE DETAIL I 8`li,y5' NY 22.5' BENDS 0.3% SLOPE z CONNECT TO N. 12TH STA 2+93.7 AVE. 8" MAIN S ^~' so o zs so INSTALL 8x6"TEE W/FIRE HYD ASS'Y INSTALL 8" G.V.� STA 3+06 INSTALL CHAMBER SYSTEM I _s INLET SEE DETAIL a (w FF�r) 50 0 25 50 a OUTLET EL. = 4733.45 INLET EL. = 4735.36 z (IN FEET) I LOT 1 T WEST OAK STREET STORM DRAIN WEST OAK STREET WATER MAIN 4745 F4115 4750 4750 EXISTING GF OLIND FINISHED 4745 $ i ff« 4745 4740 4740 S s �So 9 W? n S � cRouND e CL FINISHED s ASPHALT CL 474E 9�b „_ `i 8 _ 474E 4735 47 35 MAINTAIN 1 5' SEPARATI N 4735 47M 4730 _ __- 0 — _ O U W. J or 0 mM Q wQ O 0p (n WI� INSTALL 18 LF 0 1 Q• > + M J F RCP a .50x SLaPE INSTALL 252 LF OF IW 4725 3 a0 3 U J J rn 4725 477E srAu to tP 1e' RCP 4730 - -- - F b 1 RCP a 2.aOx m F Q M +Z d +31 SL w00 p N_W Mm ? W CO Q - �O J b N 4725 - _ 4725 472E w F z O -_- x Q. _ 4720 zzI] J J; fj Z—Z UJ J Q O +L)2m 80 m 4 NQ oO O +Z ZO Z w 4715 Z w - 4720 4720 4715 It 00 (KjIt !O ZW Z= N N VI 4715 w� 4715 471E w _- _ _ 4710 W n m m O M� Of elY x) ON NYJ m0 ON O m0 DIO n nn WTI n n nn N vin 0Di rva vi .6 vim 0ao n r>n nn I'1 M nM n nn nn nn ne°R n nn nn n nn nn n n nn n nn nn nn nn n nn nn ♦Y �� ae a♦ �Y ♦♦ a ELEV ELEV ♦ e a a s a s <+ a ♦ ELEV ELLy A + + 1+ 1+ + + + STA A 0+00 0+50 1+00 1+ + + + STA VERIFY SCALE! REVISIONS '' ORAWN BV. KMG PROJECT4186001NUMBER rNFsr vRINT3 MAr ME NO. DESCRIPTION DATE BY - H RFDuceo Ll�ELOIN B01 rnw, j 5971 r g CHK'D.BY. JRN OAK MEADOWS SUBDIVISION MEASURES OIE DEMON MORRISON Bozeman,Mfj 59718 y APPR-BY SHEET NUMBER ORIGINAL DRAINING JC" R. �., - JRN BOZEMAN MONTANA al �� MAIERLE INc. " NICKELSON No.9 PE w- DATE' 01114/08 DRAWING NUMBER Plerrine Phale.(408)587-0721 : 2- 7 Fax,(406)587-1176 r'4 '� t C% D.A.REVIEW D R-10 warmPwy�cnYaenc�apA I �_ BY WEST OAK STREET-WATER&STORM DRAIN SHEET MODIFY SCALE ACCOROeM)LYI ISTER N 1418610011ACAD4SHEETMECORD%SD-1,d"Plotted by keNen gamedt on DedWOO8 Icrn s NORwsoRuweuE INc moo, ��"�,1 NA�.E"�` DATE. NOTES: BALL VALVE 1, INSTALL INSULATION OVER ALL WATER OR SEWER LINES WITH LESS THAN 6.5' OR 5.5' COVER, RESPECTIVELY, TO FINISHED THREE PIECE ADJUSTABLE SCREW TYPE VALVE BOX. PAINTED BLUE GRADE OR CULVERT. SIGMA VE1630DD, OR APPROVED EQUAL 2" X 4"WOOD MARKER 2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE AT END OF SERVICE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP PROPERTY BETWEEN JOINTS. LINE OR 3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED EASEMENT GROUND SURFACE POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. � LINE INSULATION TABLE,FOR WAT'ER/SEWER LINE(SIZES 2"TO 12") � GROUND SURFACE VERTICAL SEPARATION COMPACTED BACKFILL /BACKFILL BETWEEN WATER/SEWER AND WIDTH OF INSULATION CULVERT CROSSINGS: FINISHED GRADE/CULVERT TO BE INSTALLED 18" MINIMUM SEPARATION BETWEEN 2.5'—4.5' 8.0' CULVERT 4.5'-7.0' 4.0' & WATER/SEWER 6 1/2' MIN. COVER LINES B' 2'THICK SAND CUSHKKI CULA 2' X 2" 2' 4' ALT."B" INSTALLATION (TOP & BOTH SIDES): MUELLER A-2360 RESILIENT GATE VALVE WOOD 4" THICK INSULATION BOARD - 8' M.J. x FL., OR APPROVED EQUAL MARKER MIN. LENGTH ALONG WATER/SEWER LINES 6"MIN. - 12"MAX. �3/4" COPPER PRESSURE PIPE COMPRESSION FITTING ALT. "A" INSTALLATION (TOP ONLY1: ; 4" THICK K 8' WIDE INSULATION ; l\ MECHANICAL JOINT BOARD - 8' MIN. LENGTH GRANULAR M.J. TAPPED END CAP, SIGMA DTK, OR APPROVED EQUAL ALONG WATER/SEWER LINE BEDDING05 WATER/SEWER FLANGED END JOINT PROVIDE PROPER MECHANICAL JOINT RESTRAINT WHERE NECESSARY 8 LINE M.J. z FL. IN LINE TEE EBAA IRON SERIES 2000PV, OR APPROVED EQUAL TRENCH BonoM SIGMA DMF, OR APPROVED EQUAL 8" WATER SERVICE DETAIL WATER/SEWER INSULATION N . T. S. N . T. S. RECORD DRAWING VERIFY SCALE' REVISIONS DRAWN BY DHW PROJECT THESE MINTS MAY BE NO DESCRIPTION DATE BY �bry � . 4 PR 8600001 REDUCED LINEMLOW 901 Te hno"yBNd ¢ 'D BY MRS OAK MEADOWS SUBDIVISION MEASURES ONE INCH ON 1 AS BUILTS 1/9/2007 KMG MORRISON Eny,- Bon-m MT 59718 f MIC SHEETNUMBER oRK;INAL DRAWING soneXos RA /: ,APPR_BY: JRN BOZEMAN MONTANA ao MAIERLE INC. slnh�s SMITH - Planners PhOnB.(d06)587-0721 '2rr� N0.1232 2� DATE' 0622/O6 DRAWING NUMBER MODIFY SCALE ACCORDINGLY. Fax:(406)587-1176 G= ARnm�cv__(h d( n,p_' yl 7-ISTE0.��` BQA REVIEW WATER SYSTEM DETAILS W N A1861001 WCADISHEETSIRECORDID-1.dwg Pl0Red 6y msmah on Apr/4/2007 COPY.IG. c."RI"MAIERLE INC.zooT 'IN DATE DATE: � _�