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Home My WebLink AboutLakes @ Valley West Phases 5 & 6 THE LAKES AT VALLEY WEST SUBDIVISION - THE LAKES AT VALLEY WEST- PHASES 5 & 6 SH PHASES 5 & 6 COVER COVER SHEET TITLE GENERAL SHEETS NAG-1 STANDARD ABBREVIATIONS,GENERAL NOTES,LEGEND ZEMAN MONTAG-2 OVERVIEW AND SURVEY CONTROL BO ROAD PLAN AND PROFILE SHEETS R-1 LAUREL PARKWAY STA 0+00 TO 6+00 HAVRE R-2 VAUGHN DRIVE STA 0+00 TO 13+00 • •LIBBY GL.GOW •IULISPELL CONRAD • RECORD D RAW I N G R-3 VAUGHN DRIVE STA EST A AVE R-4 HERSTAL WAY AND WESTGATE AVENUE S R-5 LEIDEN LANE A.B.&C-STA 0+00 TO END • GLENDIVE GREAT FALLS • LEWISo R-6 VAHL WAY-A&B-STA 0+00 TO EN MISSODL4 ' F E B R U A RY 2 019 R-7 DEBOUR LANE-STA 0+00 TO 5+85 • DEER HELENA LODGE • 7 SANITARY SEWER PLAN AND PROFILE SHEETS MILES CITY HAMIL N. ANA• SS-1 VAUGHN DRIVE STA 4+50 TO 18+00 • •BILLINGS BUTT DhMnN SS-2 HERSTAL WAY AND WESTGATE AVENUE • PREPARED BY: SS-3 LEIDEN LANE A.B.&C-STA 0+00 TO END -N- NGST • Morrison SS-4 VAHL WAY-A&B-STA 0+00 TO END OILLON . ■■ SS-5 DEBOUR LANE-STA 0+00 TO 5+85 WATER MAIN PLAN AND PROFILE SHEETS PROJECT LOCATION Maierle W-1 LAUREL PARKWAY STA 0+00 TO 6+00 engineers surveyors planners scientists W-2 VAUGHN DRIVE STA 0+00 TO 13+00 LOCATION MAP W-3 VAUGHN DRIVE STA 13+00 TO 20+00 NO SCALE 2880 Technology Blvd West,Bozeman,MT 59718 W-4 HERSTAL WAY AND WESTGATE AVENUE Phone:406.587.0721 1 Fax:406.922.6702 W-5 LEIDEN LANE A.B.&C-STA 0+00 TO END W-6 VAHL WAY-A&B-STA 0+00 TO END • W-7 DEBOUR LANE-STA 0+00 TO 5+85 PROJECT LOCATION PREPARED FOR: STORM DRAIN PLAN AND DETAILS DURS70N RC SD-1 STORM DRAINAGE TO WEST LAKE r\ J SD-2 STORM DRAINAGE TO EAST LAKE SD-3 STORM DRAIN DETAILS 0 "O 11 THE LAKES ELECTRICAL z MAINSTM E-1 ELECTRICAL SYMBOL LEGEND,ABBREVIATIONS AND SCHEDULE o N g Q THE LAKES AT VALLEY WEST, BOZEMAN, LLC. E 2 ELECTRICAL DETAILS E-3 SIGHT LIGHTING PLAN HUFFINE LANE E-4 SIGHT LIGHTING PLAN E-5 ISIGHT LIGHTING PLAN Morrison DETAIL SHEETS ' Maierle D-1 DETAILS-ROAD SECTIONS VICINITY MAP engine— °rveY°` °°"_ scientistsD-2 DETAILS QUALITY ASSURANCE D-3 INTERSECTION GRADING DETAILS NO SCALE D-4 INTERSECTION GRADING DETAILS JAMES R.NICKELSON D-5 INTERSECTION GRADING DETAILS PROJECT MANAGER Q.A.APPROVAL DATE D-6 INTERSECTION GRADING DETAILS JAMES A.ULLMAN D-7 INTERSECTION GRADING DETAILS ' OFFICE QUALITY ASSURANCE COORDINATOR Q.A.PROJECT NUMBER D-8 INTERSECTION GRADING DETAILS D-9 SIGNING AND STRIPING PLAN This document was prepared by RECORDDRAWINGNOTE ENGINEER JAMES R.NICKELSON Morrison-Maierle,Inc.and may contain TMSRECORDDRAWMG HAS SEEN P.E.NO,:9063 D-10 OPEN SPACE SIDEWALK GRADING DETAILS © PREFAREo.IN PAR.BY DATE:02/2019 PEER REVIEWER D-11 WEST LAKE OPEN SPACE GRADING confidential or privileged information. OTEre � °s�OT Morrison-Maierle, Inc. retains all VERIFIED=HEACGURAGYANOIOR D-12 GRADING PLAN-WEST DDMPLETEN ALL INSTANCES APPROVED BY: common law,statutory,and reserved NDSHA-LNOTIN BERSPOINDEB D-13 GRADING PLAN-EAST AND sHAL�rvoT BE ResEONSIeIE rights including the copyright thereto. FOR ANY FEROEB OEOMISBIONS S R. NICKEL SON THAT NAY EE INCO4roRATED AS Unauthorized use of this document is EE,D NATDN Project Manager strictly prohibited and may be unlawful. PROVIDED EY—Eu. MMI PROJECT NO. 5352.009 ':.5352\009VWCAMSHEETS\RECORD DRAWINGST COVEROWG PLOTTED BY COOPER KRAUSE ON M,,M/2019 EXISTING FEATURES 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard - Specifications, Sixth Edition, and City of Bozeman Modifications to the Montana Public Works Standard Specifications STORM MANHOLE (MPWSS), Sixth Edition and the project specifications. SANITARY MANHOLE 2. Water Main Pipe Material shall be as specified on the plans. All Water Main sholl be installed with a minimum SIGN cover of 6.5 feet with respect to finished grade. Insulation shall be installed in areas where 6.5 feet cannot be EXISTNG CENTER LINE achieved due to culvert/storm sewer piping. EDGE OF ASPHALT PAVEMENT 3. Maintain 18" (vert.) separation between all water main and all sewer main. FLOWLINE OF CURB 4. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FF FINISHED FLOOR PNL PANEL TOP BACK OF CURB(TBC) as determined by Owner and the Engineer. APPROX APPROXIMATE FG FINISH GRADE PRCST PRECAST WATER LINE 5. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field APVD APPROVED FHYD FIRE HYDRANT PREFAB PREFABRICATED SEWER LINE verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The ARCH ARCHITECTURE, ARCHITECTURAL FL FLOOR, FLOW PRELIM PRELIMINARY EXISTING CULVERT Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or provide ASPH ASPHALT FLEX FLEXIBLE PREP PREPARE, PREPARATION . proper protection when location is known. AVG AVERAGE FLG FLANGE PROP PROPERTY SIDEWALK/CONCRETE ® AT FEE FLOW LINE PRV PRESSURE REDUCING VALVE NATURAL GAS LINE 6. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall BD BOARD FIN. FINISH PS PRESSURE SWITCH, PIPE SUPPORT x x EXISTING BARBED WIRE FENCE be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not BFVLV BUTTERFLY VALVE FLR FLOOR PT POINT, POINT OF TANGENCY EXISTING FENCE be mode, BE7W BETWEEN FOC FACE OF CONCRETE PVC POLYVINYL CHLORIDE BF BOTTOM FACE FRP FIBERGLASS REINFORCED PLASTIC PVMT PAVEMENT - OVERHEAD POWER LINE 7. All backfill for utility trenches shall be Type "A", utilizing Type 1 bedding unless directed otherwise by Engineer. BLDG BUILDING FSTL FABRICATED STEEL RAO RADIUS EXISTING 4"SEWER FORCE MAIN Specified bedding shall be from 4" beneath the pipe to 6" above the top of pipe (see MPWSS STD 02221-1). The ELK BLOCK FT FOOT, FEET RC REINFORCED CONCRETE cost of this additional bedding shall be included in the unit price bid for water and/or sewer main. BLW BELOW FTG FOOTING, FITTING RCP REINFORCED-CONCRETE PIPE ---`�--- EXISTING 6"SEWER FORCE MAIN BM BEAM, BENCHMARK F TO F FACE TO FACE RD ROAD, ROOF DRAIN ---raw--- EXISTING 10"SEWER MAIN 8. All valves shall be installed with thrust blocking, and valve boxes in accordance with MPWSS and C.O.B. BOT BOTTOM GA GAGE, GAUGE RDCR REDUCER EXISTING 12"SEWER MAIN modifications. Any existing or new valves which control the C.O.B.'s water supply shall be operated by C.O.B. BRG BEARING GAL GALLON REBAR REINFORCEMENT BAR personnel only. BRK7 BRACKET GALV GALVANIZED REF REFERENCE CHAN CHANNEL GALVS GALVANIZED STEEL REINF REINFORCE 9. All fire hydrants shall be installed in accordance with C.O.B. Sid Dwg No. 02718-4. ` CHK CHECK GND GROUND RELOC RELOCATE, RELOCATION 10, All fittings including bends equal to or greater than 22-1/2 degrees, tees and plugs shall be thrust blocked in Cl CAST IRON GRTG GRATING READ REQUIRED PROPOSED FEATURES conformance with MPWSS detail 2713-1, or must have mechanically restrained joints as indicated on the plans. CIMJ CAST-IRON PIPE MECHANICAL JOINT GSKT GASKET PST REINFORCING STEEL CIP CAST-IRON PIPE FLANGED JOINT GSP GALVANIZED STEEL PIPE RT RIGHT EDGE OF ASPHALT PAVEMENT 11. The Contractor is responsible for controlling dust and erosion during construction at his expense. Streets shall CIPC CAST-IN-PLACE CONCRETE GVL GRAVEL R/W RIGHT-OF-WAY be watered to control dust when ordered by the Engineer. Erosion sholl be controlled in accordance with the SWPPP CIRC CIRCULAR GWB GYPSUM WALLBOARD SAN SANITARY Permit. CJ CONSTRUCTION JOINT, CONTROL JOINT HAS HEADED ANCHOR STUD SCHED SCHEDULE TOP BACK OF CURB(TBC) CL CENTER LINE He HOSE BIB SDWK SIDEWALK SANITARY MANHOLE 12. All profiles represent existing ground (dashed line) and finished asphalt (solid line) along the alignments CLDI CEMENT LINED DUCTILE IRON HD HUB DRAIN SECT SECTION SEWER LINE indicated on the plans. Elevations are finished asphalt elevations. CLG CEILING HDW HARDWARE SHT SHEET CLR CLEAR, CLEARANCE HDR HEADER SIM SIMILAR STORM DRAIN LINE/CULVERT 13. All disturbed areas shall be seeded by the contractor in accordance with SWPPP. CMP CORRUGATED METAL PIPE HK HOOK SLP SLOPE UTILITY BANK: GAS.ELECTRIC, 14. Access for other contractors working on the site and emergency vehicles shall be preserved of all times in CMU CONCRETE MASONRY UNITS HM HOLLOW METAL SP SPACE, SPACED TELEPHONE AND CABLE accordance with the concurrent construction plan provided in the project manual. CO CLEANOUT HORIZ HORIZONTAL SPEC SPECIFICATION UTILITY JUNCTION BOX CLUSTER COB CITY OF BOZEMAN HP HORSEPOWER SPG SPACING 15. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility COL COLUMN FIR HOSE RACK, HOUR SPRT SUPPORT companies. COMB COMBINATION HT HEIGHT, HEAT TRACE SQ SQUARE CONC CONCRETE OR CONCENTRIC HV HOSE VALVE SO FT SQUARE FOOT 16. The contractor shall notify One Call ®1-800-424-5555 for onsite utility location. All existing utilities shall be CONN CONNECT, CONNECTION HVAC HEATING, VENTILATING, AND AIR CONDITIONING SO IN SQUARE INCH marked before digging. CONSTR CONSTRUCTION HWY HIGHWAY SST STAINLESS STEEL 17. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall CONT CONTINUE, CONTINUED, CONTINUOUS HYD HYDRANT STA STATION NOTE. immediately repair the damage at the contractor's expense. CONTR CONTRACTOR ID INSIDE DIAMETER SS SANITARY SEWER COORD COORDINATE IE INVERT ELEVATION STD STANDARD 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR 18. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed CORR CORRUGATED IF INSIDE FACE STIF STIFFENER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. See CP CONTROL PANEL IN. INCH STE STEEL AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) measurement and payment in the specifications. CPLG COUPLING INFL INFLUENT STRUCT STRUCTURE OR CONTACT THE ENGINEER. C TO C CENTER TO CENTER INSTL INSTALL, INSTALLATION SYM SYMMETRICAL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT 19. Water and sewer service lines shall be extended to 8 feet beyond property lines. Install service lines and CTR CENTER INSTR INSTRUMENT T&B TOP AND BOTTOM marker ALL ABBREVIATIONS ARE USED ON THE PLANS. posts per City o Bozeman Modifications to . CTSK COUNTERSINK INSUL INSULATE TB THRUST BLOCK 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS 20. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. CU CUBIC INT INTERIOR TBC TOP BACK OF CURB (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE CU FT CUBIC FEET JB JUNCTION BOX TF TOP FACE 21. All utility conduits for irrigation, electrical, gas, phone, CATV, fiber, etc... shall be buried o minimum 24" from CU IN CUBIC INCH JS7 JOIST TEMP TEMPORARY, TEMPERATURE SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. finished grade with Type A Backfill, utilizing Type 1 Bedding unless directed otherwise by Engineer. All locations shall CULV CULVERT JT JOINT THK THICK 4. A SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. be determined and field fit as directed by Engineer and shown on record drawings. CU YD CUBIC YARD L ANGLE THRU THROUGH 5. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE D DRAIN LBS POUNDS T.O. TOP OF NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE 22. Maximum elevations provided for water main construction represent the minimum elevation at the location d PENNY(NAIL SIZE) LF LINEAR FEET T.P. OUTSIDE TOP OF PIPE WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- identified to achieve the required 5.5' cover based on planned street elevations without allowances for construction DBA DEFORMED BAR ANCHOR LN TL LINTEL TOC TOP OF CONCRETE, TOP OF CURB URES ARE SHOWN IN HEAVY LINE WEIGHTS. variances. It is the Contractors responsibility to ensure that the required 6.5' cover over the water pipe is achieved. DBL DOUBLE LONG LONGITUDINAL TST TOP OF STEEL DIET DETAIL LP LOCAL PANEL TW TOP OF WALL 23. All construction related traffic shall be routed to and from the site via Durston Road. DI DUCTILE IRON, DRAIN INLET LR LONG RADIUS TYR TYPICAL GENERAL DESIGN DESIGNATIONS 24. Contractor is responsible for obtaining storm water discharge permit prior to construction. DIA DIAMETER LT LEFT UBC UNIFORM BUILDING CODE DIAG DIAGONAL LVL LEVEL UG UNDERGROUND SECTION (LETTER)OR ON DRAWING WHERE SECTION 25. Contractor is responsible for obtaining street cut permit(s) prior to construction. DIM DIMENSION LVR LOUVER ULT ULTIMATE DETAIL(NUMERAL) l\ OR DETAIL IS TAKEN: DIMJ DUCTILE-IRON MECHANICAL JOINT MAIL MATERIAL UTIL UTILITY DESIGNATION ------- _-FDRAWING NUMBER 1 26. Concurrent construction residential construction will occur on this project. It is the Contractors responsibility WHERE SHOWN ( ) . 1 DIR DIRECTION MAX MAXIMUM V VALVE, VOLT X_ to maintain access for emergency vehicles during concurrent construction. DIN DOWN MB MACHINE BOLT VB VALVE BOX ON DRAWING WHERE SECTION DR DOOR MCC MOTOR CONTROL CENTER VERT VERTICAL 27. All street marker signs shall be installed per City of Bozeman Modifications. Sign blanks shown on the plans OR DETAIL IS SHOWN: illustrate spelling and orientation only. It is the Contractors responsibility to install signs g DWG DRAWING MCP MOTOR CONTROL PANEL VOL VOLUME p 9 y. p y g per standards, including DRAWING NUMBER S • EA EACH MECH MECHANICAL VRFY VERIFY DRAWING NUMBER WHERE TAKEN blank sizes, lettering sizes, lettering case, font, abbreviations, etc. EF EACH FACE, EXHAUST FAN MFD MANUFACTURED VTR VENT THROUGH ROOF (OR SAME DRAWING) ��/ EL, ELEV ELEVATION MFR MANUFACTURE, MANUFACTURER W WIDTH DETAIL AND SECTION DESIGNATION 28. For clarity, water and sanitary sewer services are not shown on profile views. Install services as indicated in ELB ELBOW MH MANHOLE WET WOOD plan views and in accordance with City of Bozeman Standard Drawings. ELEC ELECTRIC, ELECTRICAL MIN MINIMUM W/ WITH ENCL ENCLOSE MISC MISCELLANEOUS W/O WITHOUT ENGR ENGINEER MJ MECHANICAL JOINT WL WATERLINE STANDARD DETAIL NUMBER XX%%% STANDARD DETAIL DESIGNATION SEE DRAWING D-1 7HRU D-33 EP EDGE OF PAVEMENT MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS(SEE NOTE 4) WM WIRE MESH, WATER MAIN AT END OF DRAWINGS EQL EQUAL, EQUALLY NIC NOT IN CONTRACT WS WATERSTOP, WATER SURFACE STANDARD DETAIL DESIGNATION EQL SP EQUALLY SPACED NO NUMBER WSTL WELDED STEEL, WROUGHT STEEL EQUIP EQUIPMENT NOM NOMINAL WT WEIGHT 12"Ductile Iron PI 8"Ductile Iron Pipe EOUIV EQUIVALENT NTS NOT TO SCALE WTR WATER _ FrtonQ Type Min Resuamt_Lei Fitting type Tin Restr.m Len h EW EACH WAY OC ON CENTER WV WATER VALVE 8.1200 ft ax6We 1R EXC EXCAVATE Do OUTSIDE DIAMETER "F WELDED "RE Ift EXP EXPANSION OHP OVERHEXH EXHAUST OF DE FACE EAD POWER XFMR TRANSFFORMER WELDED WIRE MESHIC RECORD D RAW I N G -4 lions.ew" 16R _ 90 nor¢Bond 11R EXP JT EXPANSION JOINT OPNG OPENING YD YARD 12 x8 r4dum 2DR 45 horn.bsgd _ 5 R_ BTV BURIED TV dean end 37 R 22.5 hang,Enid 3 R NG BURIED NATURAL GAS 1 25 horiz pond 2 R VERIFY SCALP REVISIONS ENGINEER'.JAMES R.NICKELSON P.E.NO_9063 DATE.0212019 RECORD DRAWING NOTE DRAWN BY-. CPK PROJECT NUMBER THESE PRINTS MAY BE No. DESCRIPTION DATE . , THIS RECORD nsAwING HAS RFFN THE LAKES AT VALLEY WEST-PHASES 5 AND 6 5352.009 Morrison PREPARED IN RAID BY DSGN BV CPK REDUCED.LINE BELOW IN PREPARED IN PART By MEASURES ONE INCH ON 2880 Technology Blvd West OTHERS.THE ENONEER''AS NOT SHEET NUMBER ORIGINAL DRAWING. ■. . Bozeman,MT 59718 VERFH THE ACCURACY AM,OR APPR.BY: JRN BOZEMAN MONTANA 2 CCMPtFi[NESS Or TFIS M a i e rl e NDSHALLNOINERINSrMICES DATE 0312018 Phone:406.587.0721 AND SNULON IN ALINSONSIeLE DRAWING NUMBER MODIFV SCALE ACCORDINGLY, Fax 406.922.6702 THAT NAY'BBE INCORPOORRAITEDAASS Q.C.REVIEW STANDARD ABBREVIATIONS,GENERAL NOTES,LEGEND Reis survey.,, tanners sCientisis A NERsuc OF INFORMATION BY'. G-1 5352Nx19'ACAMSHEETS\RECORD DRAWINGSIG-1.DWG PLOTTED BY COOPER KRAUSE ON M11/13/2019 engirt rveynr -p COPYRIGHT D MORRISON-MAIERLE.INC.,20 OVIDEDBYOTHERS. DATE: >s- 76852 4738.23 RCPT 24 _ q - _ • ® 6 DURSTONROAD m OHP SOH %, OMPOMP OHP .— OV1P— $ I 11 II II • u u ° l ICI � l I P u I �R( I II a ., w��MORGgND OR7�� P - II �� II I it FI 127 4751.550 \ CP II \\ I III \\ Ala \\ \\ II FH BENCHMARK ELEV=4756.89(A.B.) III 113LU 4755,720 \\I W fCP \ z w > LU w I \ \ \\ CONTROL POINTS INFRASTR CT RE Q 3 ---- i/ \\---_ ---`\ FH BENCHMARK ? I /�--- -_-�_ NPS�S \\ 752.460 Q W CP NOT INSTALLED IN // I / ELEV BENCHMARK 8(As.) �I `\ PROPOS�O P 1111 PNT.# NORTHING EAST NG ELEV. INFRASTRUCTURE 1\ 113 1551.13 -2269:55 4755.720 NOTTHIS AREA(A.B.)N \\\ 125 1347.71 -3150.67 4752.460 ( \�\ 127 1618.67 -3684.98 4751.550 FH BENCHMARK I \\ \\\ 223 1015.99 -3643.13 4758.250 - ---- POc'�OIP f ELEV 4763.57(A.B.) • PRO ` \\ --- _ — NOTE: FH BENCHMARK - - \1 COORDINATES ARE LOCAL,DISTANCES ARE GROUND. ELEV - - - FH BENCHMARK I \1 VERTICAL DATUM IS CITY OF 13OZEMAN(NAVD88-19.4'(±)] =4762.1d(A.B.) ELEV=4763.79(A.B.) f I I I� A VAUGHND ® I I • 223 FH BENCHMARK ELEV=4761.85(A.S.) 4758.250 CP APPROXIMATE WELL LOCATION. 100 50 0 100 20 TO BE ABANDONED PER A.R.M.36,21,370 BY A ALL HYDRANT BENCHMARKS ARE THE EXISTING NORTON RANCH LICENSED WELL DRILLER. NORTHWEST BOLT ON THE TOP FLANGE(A.B.) SANITARY SEWER LIFT STATION RECORD DRAWING SCALE IN FEET VERIFY SCALE. REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE NO. DESCRIPTION DRAWN BY: CPK PROJECT NUMBER THESE PRINTS MAY BE REDUCED. BY DATE THIS RECORC DRAWING HAS BEEN DSGN.BY: CPK 5352.009 LINE BELOW MEASURES ONE INCH INFORMARE00N APROVIDEDYBy THE LAKES AT VALLEY WEST-PHASES 5 AND 6 • ON ORIGINAL DRAWING. Morrison Q 2880 Technology Blvd West OTHERS.THE ENGINEER HAs NOT Bozeman,MT 59718 APPR.BY: JRN BOZEMAN SHEET NUMBER --, ` EPoC�MP E EHE93AO TiIS°e MONTANA M a i e rI e 406.587.0721 INHORMn,INOT BE RESPONSIBLE DATE: 05/2018 MODIFY SCALE ACCORDINGLY' AND RMA11NOT BE,INE Is DRAWING NUMBER ® www ,ret 'OR ANY ERRORS OR OMISSIONS O.C.REVIEW N:"5352V009`ACADISHEETSCORD DRAWINGSAG-2-OVERVIEW.DWG PLOTTED BY COOPER KRAUSE ON M1110812019 engineers-surveyors planners scientists THAT MAYBE INCORPORATED AS BY, OVERVIEW AND SURVEY CONTROL ^�� COR—OH—ORRIE—AIERLE.INC-.2019 A RESULT OF INFORMATION PR n V ev T DATE: I II 10 PROPERTY LINE(TYP.) I I I p I I I I LAUREL/DEBOUR/VAHL B INTERSECTION D-4 — II 0- Irt- ------� 0 6"IRRIGATION ( 5'WIDE,4"SIDEWALK UTILITY CONDUIT(TYP.) CONDUIT(TYP.) 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(STING GR 4755 — 0 4755 _ 2502 e 3 EXISTING OUTSIDE CURB TO REMAIN �A 3+25.60 ENDOF CURRENT _________` EXISTING ROADWAY �7 Q _ r�- \ SEE GRADING DETAILS D4 47W \ \ 4750 M y1 � _< NEW ASPHALT -7 _ 6 4745 w ° W N m — 474s ��LAUREL PARKWAY:MATCH EXISTING ROADWAY _ r REMOVE EXISTING ad Z w w 0 _Z m_ _ O a - ASPHALT _ SCALE:1'=30' Z a SOn 0 c7 < a w < aww -- - - w m am m�u w_ - -- w B Ilw 4740 4740 16r Iris m • w0 YLL yLL (q�vU' oq ae ey YY YYY YR 4Y Y 00 OOY LOLL W W W u- W p W LL W W W Ili W W w Ili W W W W _p+50 0+00 0+50 1+00 ,+50 2+0p 2+5p 3+00 3+50 4+110 4+50 5+00 5+50 8+00 7+� RECORD DRAWING- PROJECT NUMBER REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. CPK nlsREc°RDauwINCHAseEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352,009 VERIFY SCALE! NO. DESCRIPTION BY DATE . PREPABED.10N IN PART DSGN.BY CPK THESE PRINTS MAY BE REDUCED. 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THAT.1 BE INCORBORATED AS BY: engineers surveyors-planners-scientists coPYRK;Hr®MORRIsoN-n+aeRLE RESULT OF INFORMATION DATE . m1e vIDED eY N`5352\W9V CAD\SHEETSIREGORD DRAWINGS\R-CAIG PLOTTED BY.COOPER KRAUSE ON Ma11112019 LOT 41 + LO7.14 VAHL WAY-B LOT 14 i I LOT 23 LEIDEN LANE-8 j LOT 40 --- F - f I 1 • LOT 3 LOT 22 r vl LOT 10 m LOT 15 - LOT 45 < LOT 32 LOT 31 LOT 30 LOT 29 LOT 57 LOT 56 LOT 55 LOT 54 LOT + LOT 39 LAUREL PARKWAY/VAUGHN 1' INSTASPAC SIDEWALK ALONG ALL 1 Oi OPEN SPACE FRONTAGE(TYP.) o LOT 16 H - { LOT 21 - Q DRIVE INTERSECTION tI I p 9 I 1 LOT a6 Q Q OPEN SPACE C V I OPEN SPACE E L LOT 5 LOT 8 LOT 17 I I i a LOT 20 f W LLl LOT 38 Q Z F I J Q PROPOSED POWER AND I UTILITY ?y COMMUNICATIONS UTILITIES(TYP.) 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TRIS RECORD DRAINING HAs BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352,009 NO. DESCRIPTION BY DATE PREPARED.IN PART BY DSGN.BY: CPK SHEET NUMBER TH ESE PRINTS MAY BE REDUCED. 2880 Technology Blvd West INFORNAT'ON PROVIDEDBY ROAD IMPROVEMENTS Morrison Bozeman,MT 59718 OTHERS THE ENGINEER RAS NOT urvE BELOW MEASURES ONE INCH ■■ Q APPR.BY: JRN MONTANA ON ORIGINAL DRAWING. VERIFIED THE ACCURACY HIS I OR B OZE MAN coMRLONIN s N THIS DATE'. 0312018 DRAWING NUMBER M a i e rl e ® 406.587.0721 INFORMATOT ION RINSTANCES AND ANY-RONS RCNIBBIONS O.C.REVIEW VAUGHN DRIVE MODIFY SCALE ACCORDINGLY' WWW.m-m.DBt FORANAY EINSONOIATEa" TIaT MAY BEwcoRPORATEo ns By! STA 0+00 TO 14+50 R- N'5352\009WCAD\SHEETSIRECORDDRAWINGS\R.X.DWGPLOTTEDBY COOPER KRAUSE ON M-1/2019 Pn)In PEfS SufvPyOfS Planners SCiPnti5t5 PY1I Tm MORRISOI+�.�AIPw E.INC..2D AR ESULTOFINFORNATIOn DATE: i I I I -1 LOT 1 LOT 2 LOT 3 T 59 LOT 60 LUT 61 1 1 LOT4&5 PHASE 6 INFRASTRUCTURE - VAHL WAY LOT NOT INSTALLED (A.B.) 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DESCRIPTION INFORMATION PROVIDED BY ROAD IMPROVEMENTS 1H ESE PRINTS MAY BE REDUCED. ■ 2880 Technology Blvd West OTHERS.THE ENGINEER HAS VOT APPR.BY JRN C MONTANA LINE BELOW MEASURES ONE INCH Morrison V Bozeman.MT 59718 IFRI'CEDTHE ACCURACY AND'OR BOZEMAN A ON ORIGINAL DRAWING. ■■ COMPLETENESS OF THIS 1'�\/A'^^ 406.587.0721 INFORMATION IN AIL INSTANCES DATE: 03I2018 DRAWING NUMBER _ 1�1 N I e rl e ® AID SHu_NOT BERESPONSIBLE C.C.REVIEW VAUGHN DRIVE MODIFY SCALE ACCORDINGLY! WWW.In-m.n¢I -OWN AMY�FNHINCOROIAISSIDNSR_3 BE wcoRPORaTEoas BY: STA 14+00 TO 20+00 engineers surveyors planners-scientists COPYRIGHT®MORRIEDN-rwERLE.INC,91 A REsuLTOFwFo*MATIOR DATE: h 50521009WCADISHEETSAECORD DRAWINGSIRA DWG PLOTTED BY COOPER KRAUSE ON Mar/1I2019 PRo. 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Y 4 qcD Y 4LD cp7 eO q 13 c 10 mY 19 vmYi ec��cc� nec7 LLn CLL7 ^(q,��Y m4(7mra7 �� CY7 CLLD mY mY OvyiY mneY A w ; 7 7 7 D WW W W W W LL W g W LL W W LL W UW LL W W WvYi MUW4n' LLy:4Cn9 W�YLO�Q Wqrn4 4 (LLj v IY"cLj`W W 0+0p 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+66 0+00 0+50 1a00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+71 REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER VERIFY SCALE. THIS REGORO DRAWING HAS BEEN NO. DESCRIPTION B' DATE PRERARED,iNPARTBY DSGN.BV: CPK THE LAKES AT VALLEY-PHASE s3sz.00s THE SF PRINTS MAY BE REDUCED, ROAD IMPROVEMENTS - SHEET NUMBER 2880 Technology Blvd West INFORMArioN PRovIDeD By LINE BELOW MEASURES ONE INCH .■ Q APPR.BY: JRN MONTANA ON ORIGINAL DRAWING. Orris OTHERS.THE ENGINEEREACYHAS NOT Bozeman.MT 5971a vERICO PLEENESRAcvANO:oR BOZEMAN coMRLETENE LLOF THIS DATE: 03MO18 DRAWING NUMBER M a I e rl e ® aossazo7zl NFORMA IN AILINSONMIL HERSTAL WAY&WESTGATE AVENUE ANp SNAL_NOi BE RESPONSIBLE R (A� MODIFY SCALE ACCORDINGLY' WWW.m-m.net wOR T"TANY MAYBEIONRCORRPORAISEIONS D AS D.C.Y REVIEW STA 0+00 TO 4+00&STA 0+00 TO 5+50 1 -4 N7: B21009WCAOIEHEETSIRECORDDRAWINGSIR-X.OWG PLOTTED BY:COO PER NEI ON Mar:1112D19 Engineers SUIVey0f5 planners-scientists —YRIGHT—ORRISON.MAIERLE.INC.,2- A EROUQOF IYFORMATu)N DATE: 1 \I LEIDEN LANE-B/LEIDEN /'f \ WFS'IAKF LANE-C INTERSECTION OPEN SPACED C: II� II rr --- LEIDEN LANE-AI LEIDEN �� \\ 1nP1> n ----- / 7J n -a I m O I \ \ I m o LEIDEN LANE-B/LEIDEN + - '-'--' I LANE-B INTERSECTION - rr C INTER TA i NE- SECTION WESTGATEAVENUE -----�7--%; \ _ m D-7 1--- oT4z — I 771 + - LOT 27 LOT 28 I 'I I- LEIDEN IANE-A/LEIDEN I LOT 25 LOT 28 I . 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DESCRIPTION DATE PREPARED IN PART,BY DSGN.BY: CPK THE LAKES AT VALLEY-PHASE 5 AN s3sz.00s THESE PRINTS MAY BE REDuceD. M O rri SO wroRMAEENGINFEREOBY ROAD IMPROVEMENTS LINE BELOW MEASURES ONE INCH ■: Q Bozeman, Technology 18 West APPR.BY: JRN MONTANA SHEET NUMBER • ON ORIGINAL DRAWING. OTHERS THE ENGMEERHAS HOT 80281TIBn,MT 59716 VERIFIED'HEAC BOF AND 00. BOZEMAN coMPLFTENESB INSIAN DATE: 03/2018 M a i e r l e ® 406.587.0721 wFDR"anoOT E RESPONSIBLE DRAWING NUMBER AND sHu_rvor BEREsvoNSMLE LEIDEN LANE A,B,&C MODIFY SCALE ACCOROINGLY! MEN 'A'V nn-m.net 'EOHANYLHN0HSOFO IsSIONAs O.C.REVIEW �—� BY STA 0+00 TO END 114'5352`A09VCAD\SHEETSIRECORD DRAWINGSW-%DWG PLOTTED BY COOPER KRAUSE ON N1,61112019 engineers surveyors planners scientists COPYRIGHT Q MORRISON-MAIFW.F.INC..2019 ARESULTOE INFORMATgry DATE'. VAUGHN/VAHL WAY-A INTERSECTION li D-7 + I I VAHL WAY-A/VAHL WAY-B I� I INTERSECTION LAUREL PARKWAY/VAHL r0 p O I I WAY-B INTERSECTION oy u // D-8 D-3 • I I r- - ' /// I } 7 9,', VALH-B STA 3+80.53= LAUREL STA 3+69.66= 6"IRRIGATION DEBOUR STA 0+00 CONDUIT(TYP.) « I — AY-A -- / DT 43 T 61 —_� L(r58� LOT 59 10T 6f1 /I I - - VIEST LAKE OT 44 - kl • _ VAHL WAY-A/VAHL WAY-IN I I INTERSECTION D I I I Q I I oD$ o III II — I Y I 1 I .0745 L I � I O I I LOT 57 LOT 56 LOT 55 LOT 54 _ m SIDEWAL X 5 + � it a A m I I 1 LOT as ! i I I OPEN SPACE E _N_ InI O I I I, II I I II u1^n II �I I I I I 50 25 0 50 100 HORIZ.SCALE IN FEET 5 2.5 0 5 10 VAHL WAY-A VERT.SCALE IN FEET VAHL WAY-B RECORD D RAW I N G 24'DRIVING SURFACE 24'DRIVING SURFACE r D-1 D-1 VPI STA=2+28.13 VPI ELEV=4758.43 4770 4770 4770 4770 --- ---- LVC=70+00 - - PSTA=2 28.3 { - - /L EXISTING GROUND IP ELEV=4758 25 f _ _ 4765 4765 4765 " c - - — 4765 + Y v r w w rn rn w n r r 4760 - �5 a r w 4760 4760 F - n a 4760 PROPOSED ASPHALT 3'z5o 4755 4755 4755 i 4755 I I 4750 4750 4750 �- Tr 4750 - b I 4745 4745 4745 4745 m� Q 4740 c U _> 4740 4740 4740 F w r - —_t_ F �w Q _.� Jl W U a __ N II W v o �_ F K W a w 5 Q W N w Q VA W 4735 w 4735 4735 J 4735 w (7 - w Q - - z _ - I - _ __ .._— N S._ - _ _ I- w 1n 4730 ttpp 4730 4730 {yy w LL 4730 • m V 10� 8 0 " M�1 n"N � r t0 N d ti°O tO m m 8 A IA N lrl O piu cTicL �c2 �Ti �� 0.1 �ccL U(9 iw LUI wiL wLL w W u W LL W u W LL W W W LL W u W u W LL W LL W LL W LL W W W 0+00 0-50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+501+65 veRlFv scALe REVISIONS ENGINEER:JAMES R.NICKELSON P.E.N. 9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. CPK PROJECT NUMBER No. DESCRIPTION BY DATE , THIS PERCDHe DRAWING HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 THESE PRINTS MAY BE REDUCED. F"`FO.IN PART,By, DSGN.BY: CPK LINE BELOW MEASURES ONE INCH Morrison 2880 Technology Blvd West INFORMATION PROVIDED Br ROAD IMPROVEMENTS SHEET NUMBER ON ORIGINAL DRAWING. ■■ • Bozeman,MT 59718 OTHERS THE ENGINEER HAS NOT APPR.BY: JRN VERIFIED TIE EMESS F AND(OR BOZEMAN MONTANA CDMPLETEN ALL INSTANCES DATE. 03/2018 M a l e rl a 406.5670721 NDASNATINOTBELINBTANIBL DRAWING NUMBER RDsnx.NORSONOPONBIeLE O.C.REVIEW VAHL WAY-A&B MODIFY SCALE ACCORDINGLY! ® www.m-m.net :DNANT BE R-6 THAIMAY BF INDGRroRATED AS ev-. STA 0+00 TO END V N.!5352\009\ACAD\SMEETSIREGORD DRAWINGS\RX.DWG PLOTTED BY COOPER KRAUSE ON M1,11/2019 engineers RUIveyOfs Planners scientists C°PYRIGH—MORRIBGN4IAIERLE.INc..201E A PEROVIIDED I,cnIMATION DATE: \ LOT 15 LOT 16 LOT 17 LOT 18 59sh� LOT 1 LOT 2 LOT 3 --- \ LOT 4&5 • _j I �A LOT 113 V�� I STREET LIGHTS(TYP.) � + �V _ EN SPACE A 6150 LnT LOT 16 LOT 17 LOT 18 \ -0.51 r r _ 0. - "IRRIGATION \' 6203 - - DUIT(TYP.) \\ LOT 7& 61.60 'r�1 OPEN SPACE A _ IL W VAUGHN/DEBOUR SIDEWALK INTERSECTION If GRADING DETAIL —— J LOT 14 LOT 13 LOT LOT 11 LOT 10 �.y 9 1 PH-6 OPEN SPACE A GRADING DETAILS I1 I I SCALE: 1'=20' _ I RIV + VAUGHN D (N� 3 , LAUREL STA 3+69.66= 5 2.5 0 5 10 VALH-B STA 3+80.53= DEBOUR STA 0+00 VERT.SCALE IN FEET DEBOUR LANE NOT INSTALLED (A.B.) Lin "i • 4770 4770 DEBOURLAN g w 24'DRIVING SURFAC o a� 4765+ Q > PROPOSED A PHALT 4765 u m > • 4780 476 VE-XISTIIN, GROU_t7t 4755 4755 I 4750 4750 11. W a 47 J 4 N ,D > 4745 +�_> — 3 " 4740 W LL 4740 n n N OR I Q o 0� W � u. 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PREPARED,IN PART,BY DSGN.BY: COX LINE BELOW MEASURES ONE INCH ■ Morrison v 2880 Technology Blvd West INFORNAT,ONPRYADEDBY ROAD IMPROVEMENTS SHEET NUMBER ON ORIGINAL DRAWING. ■■ Bozeman,MT 59718 OTHERS.THEENGINtER-OT gppR.BY JRN gOZEMAN MONTANA VERIFIED THE ACCURACY AND OR CENEtETENESS OF THIS DATE: 03/2018 ` 406.587.0721 INFORMATION IN ALLIRSTAIrcEs DRAWING NUMBER M a i e r e ANDSITY-"oHE RESPONSIBLE D.C.REVIEW DEBOUR LANE MODIFY SCALE ACCORDINGLY' ® WV/'//.m-m.nei FOR ANY ERRORS DR OMISSgNS �_� THATMAY 9E INCORRORATEO AS BY: STA 0+00 TO 5+85 N''53521009WCADISHEETS,RECORDDRAWINGS%R-XDWG PLOTTED BY COOPER NRAUSE ON Marit l/2019 engineers SUFVeyOfS planners BCIent1515 COPYRIGHT®MORRISON-MAIERLE.INC,2019 A RESULTOF INFORMATIOu DATE: PR , N T ._ _._•'_-.. - s es� DEB+I LA7E7 v B R LOT z3 !--- - _- LEID NtEVAH WAY-B 85LOT 22LOT 32 LOT 31 I LOT 57 LOT 56 LOT 55 LOT 54 LOT 53 LOT 15 LOT 16 LOT 17 LOT 18 II } LOT 39 = a a LOT �a 0_ > Z ac a I.OT 46 - - - _.-- .- OPENSPACEG- OPEN _ __ __.� Av. J J . -- Il LOT 38 - OPEN SPACE E Lu ---- - w J END CAP INV= J I ENO CAP INV " iS3.13(A.B.I END CAP INV= END CAP INV=, END CAP INV= E 52 C(A.B.( 253.30(A.B,) 253.66(A.B.) END CAP WV= 554.3A IA.B.I :_OT 33 LOT 34 J4 LOT 35, LOT 36� _ _�'U�'t LOT 4711 LOT 48 LOT 49 LOT 50 LOT 51 LOT 14 LOT 113 v LOT 12 LOT 11 LOT 10 V LOT 5 1 6„o1 pS� IQ-`5 I `P^Py 0,S y L,LOT 37 11 C 1=�S�0 .sA 18 y� cs 1P 3�' �.Q. �.P r(S .lP 9'0 SJG _ 1'L,¢� �y �. q� 'I py`4— yp yp°i S, S - qd� _ SA .Spy Shy 9,S�i�-� pSE3� S SpyP y'�py y'�Py ySQ's-e 1P F - qP P m I tP 1P 4 SP SPY �_ P P _ - 0 8S BS 85 I — • v VAUGHN DRIVE _ — — — — — — — _ _ — — ,- - — — — — — — — — — — --- - -- - — �PNSPACE-F— — — — — — — — — — — —- ---- — — - - SSMH 5-5- - \ SSMH 5-1 SSMH S2 SSMH 5-3 36. — yIaS PEP STA 17+70.94 4.0'RT_ ply 1 STA 4+99.05 4.0'RT STA 8+74.62 4.9 RT STA 00 7 0'RT VAUGHN STA 11+14.62 -- t 50 LF AND END CAP PROPERTY LINE(TYP.) INSTALLED(A.B.) PHASE 61NFRASTRUCTURE 50 25 0 50 100 GENERAL NOTES SSMH 5-4 NOT INSTALLED(A.B.) STA 14+34.96 4.0'RT EXISTING SEWER LIFT STATION HORIZ.SCALE IN FEET N_ 1. INSTALL DEEP SANITARY SEWER SERVICE LINE PER C.O.B.STD.DWG.NO. 5 2IS O 5 10 02730-3 FOR VAUGHN SERVICES BETWEEN STA 6+00 TO 13+00.USE C.O.B. EXISTING 6"AND 4"SEWER FORCE MAINS It STD.DWG.NO.02730-2 FOR ALL OTHER SERVICES. VERT,SCALE IN FEET 4770 4770 VAUGHN DRIVE INSTALL 1272 LF 8"PVC SDR 35 SEWER PIPE ROPOSED AE PHALT _- TYPE A TRENCH BACKFILL 4765 TYPE 1 BEDDING D... • \ PROPOSED 1 "STORM DRA - 4760 PROPO ED 12'STOR DRAIN _ J J ROPOSED 12 WATER MAIN EXI TING GROUN - Bl 1 q1°h\' 4755 O @ 1 - 0�,/�p$� EX STING 6"AN 4"SANITARY SEWER FORC MAINS.4750 ROTECT DURI G INSTALLAT ON AND MAIN AIN 16 2 LF 8 PV DEQUATE CL RANCE.236.00LF8" C@OS0%47453 B2 LF 8" m d PHASE 6INFRASTRUCTURE m a J m 6 m l N NOT INSTALLED(A.B.) 4740 e O • op II r �� II aN wwz- � ww uz16 a 113'r' fx wzzp� x�wz F xew >>> f>p� � w xmwzz pti rcN �zzzo �� >w a w �a�»>a o 4735 J Q N r w a 4735 w ac7 O o z = X Z 4730 4730 a rn o Ili 6 m r m m c m S 4 Y 4 Y Y Y 4 Y a Y Y 4 Y Y V Y Y 4 Y 4 Y V Y 4 4 p Y Y Y 4 Y 4 4 4 Y 4 4 Y 4 4 `i Y Y 4 Y 4 Y V 4 'T 4 Y Y Y (7 10 C0 C7 C7(0 (7(0 11 ID C7(7 (0 C0 Ut C7 C0 U' C7 O C0 Q O L7 17(0 L7 LL C7 O (7 C0 U' (7 U' U' C0 C7 C7(7 (7(0 U' LL O C0 U' L7 L7 C7 U' U' LL C0 C2 w u w u w u w u w u w u w u w u w u w u w u w u w u w w w u w u w u w u w u w w w w w 4+50 5+00 5+50 6+00 6,50 7+00 7+50 8+D0 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 RECORD DRAWING VERIFY SCALE' REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. CPK PROJECT NUMBER NO. DESCRIPTION By DATE • THIS RECOND WNwMG HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 HESE PRINTS MAY BE REDUCED. PREPARED,IN PART,BY DSGN.BY: CPK _INEeELOW MEASURESONEINCH Morrison V 2880 Technology Blvd West INFORIA-C`PROVIDED BY SEWER IMPROVEMENTS SHEET NUMBER DT"FRS.THEE"GINFERHAS.NOT BOZEMAN MONTANA • ON ORIGINAL DRAWING. .■ Bozeman,MT 59718 VERIFIED THE ACCIBACYAND/OR APPR.BY: JRN COMPLETENESSOFT115 DATE: 03/2018 —+ ` 406587.0721 I"EDRMFON I"-INSTANCE DRAWING NUMBER M a i e r e '0DSNY NORSC OUISSIIBLE VAUGHN DRIVE MODIFY SCALE ACCORDINGLY wWW.m-m.nel ORANYEBE INCOROBATED AS Q-C.REVIEW S/1 I EINcoRPORATEDAS By: STA 4+50 TO 18+00 J V\ I N:\5352W09\ACAO\SHEETSIRECORD DRAWINGS\SS%.DWG PLOTTEDBY:COOPERKRAUSE ON VA1113I2019 On JIn22L5 BULvey0T5 Plan nel5 3CIent15[5 COPYRIGHT C MORRISOI+MAIERLE. RA RESULTOFINFORMATION DATE' PR VI D YOi i OPEN SPACE A OPEN SPACE A 0.24 acs. C' OPEN SPACE B --- _ 10575 sq.ft. II II I I SSMH 5-1 END CAP INV � = END CAP INV=+y STA 1+36.21 4.0'RT 2 50.91A.8.J ENO CAP INV a_49.41A.BJ c ae K c I I VAUGHN STA 4199.05 q m n b n n r .50.41A.B.I A nI a p m $ s - h MH 5-6 ar m B h m'C I d yI¢e m�hr¢mey2 Nmn p1Q8 iW Um��e� m mIQ�� mn .m-�' E ING SSMH 4oN, -IQ F EXISTING SSMH 4-3 'RT- STA 0+94. STA 4+19.044.0'RT e bly \ SB � D STGA RVE es SB as as I IN ___ s'� � � a II m e 0 I II II 0N� II I J END CAP III N ENDCAPIM N > GENERAL NOTES END CAP NN-12$1.0(AB.) ND CAP INV 249.71AB.) ND CAP ND/ OPEN SPACE B 291.01ABJ 1. INSTALL DEEP SANITARY SEWER SERVICE LINE PER C.O.B.STD.DWG.NO. I I \\ 02730-3 FOR ALL WESTGATE SERVICES.USE C.O.B.STD.DWG.NO.02730-2 FOR ALL HERSTAL. 1 U. 25 0 50 100 i_ N I HORIZ.SCALE IN FEET 5 2.5 D 5 0 4770 4770 C�D VERT.SCALE IN FEET WESTAGE AVENUE INSTALL 279 LF 8"PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL 4765 4775 4765 TYPE 1 BEDDING - 4775 HERSTAL WAY INSTALL 294 LF 8"PVC SDR 35 SEWER PIPE _. TYPE A TRENCH BACKFILL -- _ 4760 4770 TYPE 1 BEDDING 4770 4760 _ � ROBBING: J ROPOSED 8' VATER LINE CROSSING: PROPOSED 1 "STORM 4765 _ 4755 4765 4755 4760 / / 4760 4750 / 4750 4755 4745 4755 4745 25 LF 8"P C @ 1.19% 278.6 LF PVC 0.55 8' (A.B.) 7>e _ 4750 4740 4740 4750 a m wW =<w? F m e 4745 w n m 4745 N a > w 4735 CROSSING: _ ^- 4735 - `�m w I PROPOSED "WATER LINE _ N'ter'e >N = Zrnw oa Fnwzp H- w mr~iid o z�s>> 4730 ¢ w wu>m??5 4740 +� 4740 4730 ¢ >>w w (7 = z a a RECORD N xLL 4735 W m m m m n r 4735 m N N ^ w m n m N N m4725 4725 m � $o covN N 'ry n Iv-, mm ^o n� �m u�i v�i u,�i u,Di v vni u"i �n�n ^ � m� ' �00 Nm 4 'T �� m� A � 00 DRAWING 44 YY YQ c�c�c47LL 44 YY Y 4Y YR YY YY 4c 4R 4YYY c7 0 W LL W O W� W u- W LL W LL W U' W W� W LL W LL CD[7 �LL �LL w(D �LL W� W LL W W W� W LL W LL W LL W LL LL LL W LL LL W LL W W W LL W LL LL LL 0-00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+66 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+71 PROJECT NUMBER REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK 5352009 VERIFY SCALE! THIS O DRD ORAWIN HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 NO. DESCRIPTION By DATE A PREPARED.IN PART.BY OSGN.BY: CPK SEWERIMPROVEMENTS SHEET NUMBER THESE PRINTS MAY BE REDUCED. Morrison Q 2880 Technology Blvd West INFORMHEIONGINEERDBY MONTANA J OTH=R5.THE ENGINEERre APPR.BY: JRN BOZEMAN LINE BELOW MEASURES ONE INCH Bozeman.MT 59718 VERIFIED THE ALCUMCV PNDI OR ON ORIGINAL DRAWING. CONPLETENEss OF T'S DATE. 03/2018 DRAWING NUMBER 4o6587.0721 INFDRMATIDNINPLLINSTANDES HERSTAL WAY&WESTGATE AVENUE • No snul NOT BE RESPorIS.. Q.C.REVIEW SS-2 MENM a i e r l e ® www m-m net FOR ANY ERRON OR ORATEDAs STA 0+00 TO 4+00&STA 0+00 TO 5+50 THAT MAY BE INCORPORATED AS BY: MODIFY SCALE ACCORDINGLY! engineers surveyors-planners scientists coPYRICHr*MORRIsoNNweBLe.Wc.,zo19 A PROV OFINFOPMATK)N DATE PR vl ev TN N 11121009NCAD\SHEETSIRECORD DRAWINGS\SSX.DWG PLOTTED BY COOPER KRAUSE ON Marl1312019 II WESTLAKE OPEN SPA CE G 0.02 acs. �� \ 1081 sq III Z o nN ID CAP INV= ENDCqPINV= ENDCAPINV O(AB1 I z sB.11A.B.1 s�-11A.8.) LOT 42 � � g SSMH 5-7 25 y LOT 26 m LOT 27 LOT 28 X r I I I STA 2+85.35 7.9 RT O 1 O .-3 ry SSMH 5-7 LOT STA 0.95.35$7A.0'RT _ $r '¢'`n '¢-W' "¢'W' STA 2+85.35 7.0'ITT �y�. °' m e m C. SSIVIH m c r"< LOI 41 STA 0+36.004.0'RI F. �` STA3+42.00 4.0'RT VAUGHN STA 8+74.62 -- - \ L - _EID�N e _- LOT 2� .l q _ es Nes 2' TOT 40 STA; < I d. IIC' •' --�^ 4 �� 95�� 's:�� SA.� \\\\ LOT 22 11 LOT 32 LOT 31M'c LOT 30`� LOT 29 Z I I IO. I O O AS� 1 O SpC o SpC D LOT 39' I I'�-< m m END CAP INV= END CAP INV I 1 END W NA/• I ( LOT 21 I!l4A7 y\E.1 I m! m 247.6(A.ET) 2<]A(A.B.) . . .OPEN SPACEC- LOT 38 - _I LOT 20 I II GENERAL NOTES I nr o4 1 nT As c LOT 36.n. 1 1 0.5 0 1 2 1. INSTALL DEEP SANITARY SEWER SERVICE LINE PER C.O.B.STD, HORIZ.SCALE IN FEET DWG.NO.02730-3 FOR VAUGHN SERVICES BETWEEN SSMH 5-2 AND 1 0.5 0 1 2 5-e STD.DWG.NO.02730.2 FOR ALL OTHER SERVICES. VERT.SCALE IN FEET LEIDEN LANE- B LEIDEN LANE -C INSTALL 186 LF 8"PVC SDR 35 SEWER PIPE INSTALL 298 LF 8"PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE 1 BEDDING TYPE 1 BEDDING 4765 4765 4765 4765 4760 \ XI STI RC iND 4760 /\ \ 4760 4760 4755 V \ 4755 ^ PROPOSE ASPHALT 4755 4755 ^'f9,04LF 8 PVC @ 0.50% , 4750 4750 86.00 LF 8"PV Q 0.92y 4750 4750 4745 4745 219.00 LF 8" C(a)0-64 4745 CROSSING: CROSSING: ml 4745 8" ATER MAIN 8 WATER MAIN r my Lo Na 4740 .A at w m e m 4740 m e y n g rn m xow x IAww31I F II 4740 nII II ^m > �¢� o. �¢w� °a Ivey N$ I- w3z�. II xnwol- 4740 vim_ w _ U N410: O rD H-�> >LU m ¢ x N WZZ x yNK�p w wma3 zp 6>^13' > �¢ Oa mr_zw 4735> w m x px O w mw 2 rn~d.zZzp w _ p I- I- d W c7 4735 H¢- _> _>w < w 4735 O Di Z w a w 4735 W U p u x 3 M Z O w - 2 w S ' 4730w 4730 w Z n' n o f ry m o oE� w 4730 4730 h w wwy RECORD DRAWING '0 OUw ��y� ��W w W LL W L7 U' U' L7 C7 w v W LL W C7 (:J L7 (7 w W w W w W w w 0+00 0+50 1+00 i+50 2+00 2+50 3+00 3+31 0+00 0+50 1+00 1+50 2+00 2-50 3+00 3+50 3+99 VERIFY SCALE! REVISIONS ENGINEER JAMES R.NICKELSON P.E.NO. 9063 DATE:02/2019 RECORD DRAWING NOTE NO. DESCRIPTION Tws REcoaDOHAwwGNAS BEEN PROJECT NUMBER NESEPRINM MEASURES ONE INCHEDUCED. BY DATE DRAWN ev cPK THE LAKES AT VALLEY-PHASE 5 AND 6 LINE BELOW MEASURES ONE INCH Morrison v PREPARED,IN PORT.BY ON ORIGINAL DRAWING. 2880 TBLhn01 INFORMATION PROVIDED BY DSGN.BY: CPK 5352.009 ogy Blvd West OTHERS.THE ENGINEERH0.5 NOT ■■ Bozeman,MT 59718 APPR.BY: JRN SEWER IMPROVEMENTS SHEET NUMBER vERIFiED THE AccuRncY ANo oR B OZE MAN M O NTA NA ` 406.587.0721 CONPLETENESSOFTHIS M a i e r e mFORMAnON IN E NESAY Nces DATE 03/2018 MODIFY SCALE AGCOROINGLY! ® AND ANY 6E REsvoNsreLE LEIDEN LANE A,B,8L C DRAWING NUMBER www.m-m.net -,OR ANYLHRON—OMISSIONS O.C.REVIEW N 1535210091ACADISHEETSIRECORD DRAWINGS\SS%.DWG PLOTTED BY COOPER KRAUSE ON Marl1J/2019 engineers surveyors planners SCien2i525 TNAr BE INCORroRATED AS eY, STA 0+00 TO END SS-3 LF.INC..M19 r A RESULT OF INFORMATKIN DATE: D C I jlp' SSMH S70 =N5I.8IM INV= END CAP INV= STA 2+72.97 7.0'RT I i II s s ° I O a v7 I I I 1 + END CAP INV= r 51.3(A.B.1 / �-1 LOT 43 LOT 1 LOT 2 SSMH 5-11 LOT 58 - - LOT 60 LOT 61 I III - LOT 59 O O JV - O V I STA3+27.50 7.0'RT SSMH 5-10 gqP StPSE Sig - Ss I SSMH 5-3 I STA 0+48.25 STA 0+36 00 7.0'RT VAHL-A STA 2+72.97 7.0'RT _ VAUGHN STA 11+14.62 I I I r I I LOT 44 I - I as PB 85 a I I r0 g y - _- Sr Sp`"' } 7q sq7" >• \II I r nn z r I Sq7 UC Sqc7S�CF4h,FR`C � ? C �FR SSMH 512 Oy. 01 81 '—STA4 032 2 LT OEUR STA Or22.704.0' LOT LOT ° F � LOT 45 I O LOT 57 LOT 56 OT 55 LOT 54 LOT 53 d I I O n > CV END CAP INV= END CA.INV END CAP INV END IN = W J ±51.1(As.) i5/.2(A.B.) 551.5(A.B.) iS1.7(A.B.) _AI_ ITTO ¢ LOT 46 I, -- ' -�� OPEN SPACE 1I I 50 25 0 50 _ 100 I k1'.. HORIZ.SCALE IN FEET 5 2.5 0 5 10 VERT.SCALE IN FEET VAHL WAY-A VAHL WAY -B INSTALL 233 LF 8"PVC SDR 35 SEWER PIPE INSTALL 351 LF 8"PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE 1 BEDDING TYPE 1 BEDDING 4770 4770 4770 4770 — EXISTING GROUND 4765 4765 4765 4765 4760 4760 4760 4760 50.53 LF g PVC @ 2.70% 4755 PROPOSED ASPHALT 4755 4755 4755 EXISTING GR UND \ EXISTING 6"AND 4"SEVA ER SEE SHEET SS-5 FORCE MA INS" \ 1 4750 4750 4750 - _ 4750 - g•PVC(� 232,97 LF 8 PVC @ 0.50% o i9 4745 0 0 4745 4745 0 e 4745 CROSSING: m o^a vi a e C OSSING: o e 8' ATER MAIN 12"WA1 ER MAIN O1 �� and n n in ai a om II in m 16 I w F II ,h N jwZ.y m �cN> S ? 2 Q d 4740 a .t_ r a M>>> �a- a 4740 4740 N r >>W >> F 4740 a a ny _o ww a N�zzz NNE o In ??° a Sew? pF > > E a�> >a U W U W 4735 > ° 4735 4735 W 4735 w 7 w L2 L9 C1 U 0 z IG xLL RECORD XLL 4730 4730 4730 W 4730 m< 88 Nm V7 m ^ v°'i h �v"{ a uni uni h� N nc1 n Y '1 ''T 'ILL 'T Wq LL wi DRAWING W W LL W LL W LL W LL W W W LL W LL W G_ W LL W LL W LL W LL W W W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+65 VERIFY$CALI REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER NO. DESCRIPTION TNIBRE CORD DRANINGNASBEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 THESE PRINTS MAY BE REDUCED. ■ PREPARED.IN PART,BY DSGN.BY: CPK LINE BELOW MEASURES ONE INCH Morrison 2880 Technology Blvd West HERS MnGN PINEFRAE SEWER IMPROVEMENTS SHEET NUMBER ON ORIGINAI.DRAWING. ■■ i Bozeman.MT 59718 OTHERS.THEENGNE AN Nor APPR.BY: JRN BOZEMAN VERIFIED THE ACCURACY AND/OR M ONTA N A ` coMPLO14INA AL- FTAs DATE. 0312018 DRAWING NUMBER M a i e r l e 406.587 0721 NFO—NOIN E R INSTANCES AND SNALLNORSON PONs1eLE O.C.REVIEW VAHL WAY-A 8�B MODIFY SCALE ACCORDINGLY' WWW.m-m.net fON AMAY BE IRSCR OMISSIONS `-`— THATMArBEwcoRPORATeDAs BV� STA 0+00 TO END J J L•� N�53521009NLAD\SHEETSIRECORD DRAWINGSLSSX.DWG PLOTTED BY COOPER KRAUSE ON Marl13/N119 engineers Surveyors planners scientists COPYRIGHT O MORRISON FRLE.IND.,z ARFWLTOFINFORMATION DATE: L I SSMH 5-12 I I \ STA 0+22.70 4.0'LT • _ I I,,I I Jam—LAUREL STA 3+74.62 SSMH 5-13 • ___ / STA 2+34.34 5.0'LT SSMH 5-14 STA 2+76.64 5.0'LT LOT 3 SSMH 5-15 LOT 1 LOT 2 STA 3+15.45 5.0'LT LOT 60 LOT 81 , g'¢' d' 9� s4OT 5 F 4 d pS j s �— _EBOUR LANs s sA sE�Easvc 41 SSMH 5-16 s STA 17+85.82 183.8'LT _- 8S — BS .: '�� p1 a T 9 4Sd.,9 SF<va _... 4 SEWER 6 _ I —� � +� L07 • — _ 40 StS3+ RSNC S SS�RSL I Fj�Rs� E1vFRsic FRS Y C LOT 16 LOT 17 STA 3`85 LOT 15 + � 4"SEWER SVC PHASE 6 INFRASTRUCTURE NOT INSTALLED(A.B.) IT S5 LOT 54 LOT 53 y SSMH 5-17 Q STA 3+92.82 5.0'LT —— OPEN SPACE A \� S4 SE`1' RSVC Q _ 0 • SPACEE w I a � SSMH Sib LOT 14 LOT 13 LOT 12 LOT i t LOT 10 LOT 9 STA 4+35.88 5.0'LT • D7 50 LOT 51 LOT 52 . se Sao Sao - _ 11PEN-SPACE B— — — — — 50 25 0 � 50 100 HORIZ.SCALE IN FEET _- 5 2.5 0 5 10 VERT.SCALE IN FEET DEBOUR LANE INSTALL 419 LF 8"PVC SDR 35 SEWER PIPE. TYPE A TRENCH BACKFILL TYPE 1 BEDDIN 4770 4770 40.24 LF 8"PV @ 1.60% PROPOSE ASPHALT 4765 4765 34.58 L F 8"PVC @ 1.2 35 91 LF 8"PVC 0.80% 4760 39.48 LF 8"P @ 0.50% / 4760 PHASE 61NFRASTRUCTURE NOT INSTALLED(A.B.) — lt EXISTING GROUND 4755 4755 SEE SHEET SS4 1 gpyo ,8.6 LF 0'PVG U _ 4750 tj4750 r a STUB AND END CAP INSTALLED 4745 r e _ P N e p p �'� J '4745 AT EAST INVERT(A.B.) ne"_ �1�ya3 Qua" N,eS z' �� >Z' w H. " 3� N� wr " "°INN �'°j r� "° �r� wN�'� ,hnwr� i w >w"II x e.w,rr xt+N w2 p xnwz ti xnw pr x"- z pr x+wz pr iewpr ut m yFf> w mH� >w ya »w DO �»w yr�>1a+1 X a� >D- wjy�2Z z z zz zz z w u H 4740 w __p 4740 DR Nary '� o gi 'm IN orn H� vmi vmi m u°i m m 1 j v LULL Lu UO w LL qL. 44 LULL U,LL RECORD DRAWING r;c2 cD c2 cD c�c2 � c2 cD �ch co LL cs c�LL W LL W LL W LL W LL LL W LL W L. W LL W LL W W LL W 0+00 0+50 1+00 1+50 2+00 2*50 3+00 3+50 4+00 4+50 5+00 5+50 REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. CPK PROJECT NUMBER VERIFY SCALE. THIS RECORD DRAWING HAS BEEN NO. DESCRIPTION BY DATE P1E1A11P 11P111.e1 OSGN.BY: CPI THE LAKES AT VALLEY-PHASE 5 N s3s2.00s THESE PRINTS MAY BE REDUCED. Morrison w'ORNATIONPROVIDEDBY SEVVER IMPROVEMENTS SHEET NUMBER LINE BELOW MEASURES ONE INCH .. v 2880 Technology Blvd Wesl APPR.BY: JRN MONTANA • ON ORIGINAL DRAWING. VERIFE.THE ENGINEER HAS NOT Bozeman,M7 59718 vERIEIEO THE nrcuancr neo;OR BOZEMAN COMPLETENESS OF^+is DATE: 03/2018 M a i e rl e ® 406.587.0721 wDSHAL-ONINnuwsNSIBL DRAWING NUMBER AID SIIPL"OI BE RESPONSIBLE OC.REVIEW DEBOUR LANE C�\1 MODIFY SCALE ACCORDINGLY! wrn-ri ne1 •OgTANY MAY HHC"R"SS AS ` S-5 er STA 0+00 TO 5+85 engineers surveyors planners-scientists COPYRIGHT 0 MORRIs°N--EIF INC..-R A RPSUIroPINEORMAn°N DATE: N 153521W9U CAD\SHEETSIRECORD DRAWINGSISSX.DWG PLOTTED BY COOPER KRAUSE ON Mar11312019 PR VI - Y 1 1 I I I, 1 y j 1�z � NEW 12"GATE VALVE $ STA 3+g4,89-18.0'LT STA 3+89.89-18.00'LT -1 .99 TA 3+61.8 7 'LT I NEW 12 X 6 TEE NEW 12 X 8 CROSS = FH ASS'Y 35'LT STA 3+95.9-18.00'LT ONEW 12 X8 REDUCER 12'END CAP AND BLOW 0.95 OFF. NEW 12'GATE VALVE D CONNECT TO EXISTING 8'MAIN EXISTING 8"WATER MAIN INSTALL BLOW OFF ASSEMBLY TO THE WEST. STA 3+50.01-18.0'LT LAUREL PARKWAY ____EV-.____EyV-____cr�____E`A- 1 • STA 1+46.7-18.00'LT NEW 12 X 8 CROSS NEW 12"GATE VALVE 1l STA 1+69.47-18.01T I -EXISTING 6"AND 4"SANITARY SEWER FORCE MAINS I KEY NOTES z A O REMOVE±76 LF EXISTING 8"WATER MAIN. • I O p REMOVE END CAP AND BLOW OFF AT STA 3*20 m � o - m c �I 5 A � I ~ z TIT LAUREL PARKWAY INSTALL 304 LF 12"CLASS 51 D.I.WATER PIPE • TYPE A TRENCH BACKFILL 50 25 0 50 100 TYPE 1 BEDDING 4770 HORIZ.SCALE IN FEET 4770 5 2.5 0 5 10 VERT.SCALE IN FEET 4765 EXIST( GROUND 4765 FHBE CHMARK=4 59.28 \ NW B LT(A.B.) • FH BU Y ELEV=475.25 g760 ` � 8.0'BURY DE TH (MIN. PROPO ED ASPHALT 4760 0+93.45 STA 3-84.89 _ 12" ND CAP AND LOW OFF NEW 12" ATE VALVE 4755 IN =4754.51 NV=4749.37 7!T71 STA 3+82.4 (STING 6"AN 4"SEWER FO CE MAINS4755 NEW 5 VERT.BEN1.5MIN CLEARA E BETWEEN INV=4749.3ROPOSED VA GHN SEWER4750NEW 12 X 8 CROSS STA 3+50.01 � z__ -_- 4750 INV=4753.63 'GATE VALVE STA 1+69 7 INV=4750.53 _ NE 12'GATE VALE E STING 8"WA R MAIN 4745 - STA 3+54.20 NEW VERT.BEND STA 3E95,86 4745 INV=4750.42 NEW 2 X 8 REDUC 1 5'(MIN.)CLEARANCE BETWE N CON ECT TO EXIST G 8"MAIN VAHL AY SEWER MAIN NEW LOW OFF AS EMBLY 4740 INV= 749.46 � < 4740 STA 3+77.65 NEW 45 VER .BEND w INV=4746.12 Q w STA 3+61.84 4735 o NEW 12 X 8 OSS w _ w r7 4735 z w STA 3+58.39 F. rx NEW 45 VIER.BEND N INV=4746.25 X Z 4730 W i 4730 Ifn,M Nr � � rnm a ^e rn�' nn mrn ve mn `rg`rg nh $�i N3S nw wU. w� w� fO y�Y m � �qm e^ mm u°iin vO1i v°'i °J'i v00i `� I' vtyOi `��iv`Oivi • cv7 c7 4U' cy'1 cv7 L� YY Y4 YY YY YY wY wU' WLL WLL w � wc4'J cy'l cv7 W LL W W LL LL W U, W LU LL W LL -1+50 -1+00 -0+50 0+00 0+50 1+00 1-50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 RECORD DRAWING VERIFY SCALE' NO. DESCRIPTION REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK THESE PRINTS MAY BE REDUCED. DATE THIS RECORD DRAWING HAS BEEN PROJECT NUMBER LINE BELOW MEASURES ONE INCH Morrison PREPARED DSGN.BY: CPK THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 • ON ORIGINAL DRAWING. . 2880TechnoogyBlvd Wesl MFORMATOE PNIIIDED9v SEWER IMPROVEMENTS -CAS THE ENGINEER HAD NOT SHEET NUMBER Bozeman.MT 59718 VERIFIED THE Acc:uRncr AHol oR APPR.BY' JRN gOZE MAN 1 . ! COMPLETENESS OF THIS MONTANA M a i e r l e ,• 406.567 D721 NFOnMATION IN ALL INSTANCES DATE 03 2018 MODIFY SCALE ACCORDINGLY' ® AND snu_NOT BE L INSTANCES DRAWING NUMBER www.m-m.nel :oRANrERRoasoRaMlsspNs O.C.REVIEW LAUREL PARKWAY N 5 2V W THAT MAY BE INCORPORATEDA$ BY: )091ACADISHEETSIRECORDDRAWINGSIW-XDGPLOTTEDBY.COOPERKRAUSEON-1113,2019 engineers-surveyors planners scientists COPVRIGHT2iMORRIDON-n1AIFRIF INC..)019 A MISUITAYOFINFORMATED - STA 0+00 TO 6+00 I vl By OTHERS. I DATE W 101 r 4727sq.R. - LOT 41 LOT44 i� -- _ VAH,WAY- LOT s q.1 LOT 14 r E-B 3300 s.R IDEN LA. -I #+ LOT 40 OT 3 _ 3825 sq.fi. 4- LOT 70 m LOT 15 L0722 LOT 45 _- - a 3300 sq.R. < LOT 32 LOT 31 LOT 30 LOT 29 LOT 57 LOT 56' LOT 55 LOT 54 LOT 53 LOT 39 Q LL 3826 s 4 LOT 9 a LOT 16 ]GAVE Q tL Q Q O.ft. 3300 sq.R. O r Z - 2 Q y +_ LOT46 J -- > 5 Q .... ... .OPEN SPAC€G--- - - Z Q OPEN SPACE E d LOTS W LOT 38 FIRE HYDRANT > - L0T 5 LOT 17 3825 sq.ft. Q 3300 sq.ft. W NEW w ST 10+83.62-19.75_ j U STA 1+05-7.OU LT - - - J STA 6+4.67-7.0'LT - - 7 8"END CAP AND 0' FIRE HYDRANT NEW mac, �T' J STA 8+40.62-19.50'L BLOW OFF STA LOT 33 y LOT m y LOT 5 y LOT^36y LOT 47 O LOT 48 LOT 49 LOT 50 LOT 51 LOT 52 (INSTALLED TO NORTH) LOT 7' LOT 18 nF2 LOT 3 05 JG 2 gJ ^�`' NA'� ^,S,kPp9 I LOT 6 �: m' .,'L,�Q' FIRE MMDF3glgT 4851 sq.ft. FIRE HYDRANT Ar3� Q3e ti 3e• ti 3e tP A,P P'CF' G1P P �P •'`P P AP P "`P P 3 STA 2-18.27-19.82'LT TA 4+60.17-18.49'LT f.`- )i {� _ V1r----v.- S o -_- __ VAUGHNDRIVE _ _ _ - - -- - - - - - - - - - - - - - NE14f BXfi TEE- - E6LSPAGEF- - PROPERTY LINE(TYP.) NEW 8 X 6 TEE STA 13+92,41-7.01T STA 2+35.3-7.00'LT NEW 8"GATE VALVE NEW 8 X 8 TEE STA 5+25.55-7.0•LT STA 6+25.7-7.00'LT NEW 8"GATE VALVE NEW 8"GATE VALVE w NEW 8 X 8 TEE STA 8+54.62-7.0•LT STA 8+86.62-7.0'LT NEW 8"GATE VALVE STA 10+83.6-6.98'LT STA 11+23.62-7.0'LT = NEW 8"GATE VALVE STA 4+88.5-7.03'LT 50 25 0 50 100 STA 8+63.6-7.0O'LT NEW B x 6 TEE NEW 8X8 CROSS NEW 8X 8 TEE STA 71+03.6-7.00'LT w STA 2+23.27-7.0'LT NEW 8.. TEE HORIZ.SCALE IN FEET _N NEW 8'GATE VALVE STA 2+18.2-7.00 LT 5 2.5 o s 10 GENERAL NOTES STA10+91.62-7.0'LT NEW8X6TEE VERT.SCALE IN FEET 1. INSTALL WATER SERVICES PER C.O.B.STD.DWG.NO.2660-06. 4775 4775 VAUGHN DRIVE INSTALL 1310 LF 8"CLASS 51 D.I.WATER PIPE TYPE A TRENCH BACKFILL 4770 TYPE 1 BEDDING 4770 PROPOSEDASPHALT FH BENCHM RK=4761.85 w NW BOLT(A. .) FH BENCH MARK=4763.7 4765 4765 EXISTING GROUND FH BENC MARK=4762.4 NW BOLT .B.) = r NW BOLT A.B.) FH BURY EV=4761,70 r w FH BUR'IEL V=4759.69 FH BURY LEV=4760.06 7.5 BURY DEPTH 7.5'B RY DEPTH T BURY DEPTH 1.5 MIN BETWEE PROPOSED \ _ / ` VAUGHN S ORM DRAIN 4760 4760 STA 10+83.63 TA 7+46.65 \ J STA6 5.67 EW 8X6TEE NEW 12 X8CROSS P NEW-8 C 8 TEE INV=4754.1 I V=4753.63 4755 4755 �1 + + STA 13+92.41 1 STA 1 91.62 NEW 8 GATE VALVE STA 8+86 62 NEW 8"GATE ALVE STA 11+23.6 INV=4753-81 w w w NEW 8"G TE ALVE - NEW 8"GAT VALVE 4750 4750 = INV= STA 3*79.6 EW 8 X 6 TEE < ¢ NEW 8 6 TEE 4752.6T(A.B.) STASTA,1�03.62 > > > STA 8+63.2 DEFLE T PIPE JOINT INV=4752.02 INV= NEW 8)8 TEE STA 0+94.50 F c INV=4751.0 �n ti^ a n 4752.72 IA.e.) NEW 8 X 8 TEL INV= 753.81 NEW "GATE VALVE r- STA 1+05.06 N a,J a0, TA 8+54.62 INV=4752.8 INV=4757.59 NEW 8 GATE VALVE I _ NEW 8" ATE VALVE 4745 'J m> ¢m> Q m> ~ > 4745 STA 2+35.3 z z I z? r w Z m 2 EW 8 X 8 TEESTA 4+88.53 U J INV=4751.5 NE B X B CROSS w INV=4751.29 G W p > 4740 4740 w w C7 Z N z X Z w 4735 4735 m n v o iO r n'rn 'n m°i m o o om m umi. W nm 1 m m m 17 ad oT m m e e n q qy Y 4 Y 4 R o Y 4 Y Y p 4 Q Y R a p 4 e Y p 4 Y T 4 e v e v q e q a q Y a 4 e Y Q (7 LL L7 Y C7 C7(9 (q7 C7 U' Cy7 C7 Cy.7 C7 C7 (9 LL O(� O C7 C9 LL O LL (�C7 U' O O(9 U' C7 U LL C�C7 C1 G C7 C7 U' U' C9 C9 w I C7 G7 LL W LL W LL W LL W LL W LL W LL W W LL W LL W W W LL W LL W LL W LL W W LL W u- W LL W LL W LL W LL w LL W LL W LL W LL W LL 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+50 14+00 14+50 15+00 RECORD DRAWING REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY'. CPK PROJECT NUMBER VERIFY SCALE' T11 REcoRDw 11"ASBEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 NO. DESCRIPTION 6" DATE PREPARED.IN PARr,BY DSGN.BY: CPK THE SE PRINTS MAY BE REDUCED. ■ INFORMATION PROVIDED BY SEWER IMPROVEMENTS SHEET NUMBER LINE BELOW MEASURES ONE INCH v 2880 Technology Blvd West OTHERS.THE ENGINEER HAS NOT BELON W MEASURES ASURAWINE ■� Morrison BOZCman,MT 59718 VERIFIEDTHEACLURACYANDIOR APPR.BV: JRN BOZEMAN MONTANA caMRETENEss OF THIS DATE: 03/2016 DRAWING NUMBER •�-+ M a i e r l e ® g06.587.0721 INFaRrwTKxl IN E RFE NCEs MODIFY SCALE ACCORDINGLY! _ANYERFOBE RESPESONE DC.REVIEW VAUGHN DRIVE www.m-m.net �Tr�aTIM eE�mnRPOORRKNEC ns By STA 0+00 TO 13+00 W-2 engineers surveyors planners scientists A REsuLroE wroRMArwN N:153521009WGAE%SHEETSAECORD DRAWINGS\W-X.DWG PLOTTED BY.COOPER KRAUSE ON Mar/1 T2019 'OPYRIGHT®MORRISOwA1AFRLE.INC.,3019 P0.0VIDED BY OTHERS. DATE' J' 55.00 55W ---28.98' SI LOT 59 LOT 60 LOT 61 I I LOT 1 LOT 2 LOT 3 • -- LOT 4&5 47. 57. 73. i 26,96 71_11' VAHL AY DE LKN LO 50 50 fi).P 52.0 - I LOT 58 LOT 55 LOT 54 LOT 53 LOT 15 LOT 16 LOT 17 LOT 18 III1rr1 $ 1a LOT 786 Y 63.36' 60.00' 40.00' 481 50.00' 50.00' S0A0' 83.85 �I I z _. -- PHASE61NFRASTRUCTURE a .OPEN SPACE A NOT INSALLED(A.B.) OPEN SPACE E - _ w n DEBOUR WATER MAIN Ir 6,145' SOD, 50.OB' 50.00' w.ao' 53.67 50,00' 50.00' 50,017 Q FIRE HYDRANT SEE SHEET W-7 STA 14+88.93-18.93'LT ---- LOT 14 LOT 13.>. LOT 12 LOT 11 LOT,0�+ LOT 9 FIRE AE,Hi96.93-19.50'LTDRANT LOT 49 LOT 50 LOT 51 LOT 52 l ,� �' ,m y ,>yo y ^m z; y �� yA?F -- y 3r ie 3r y�Q 3P 5 3e y STA -712.73'LT 8 X 8 NEW 8 8 TEE ar '1._50. - :s0 --: s9 _ -B7. 1_ r_ _ SA IV w r r-�i I� TA 18+41.8-7,15'LT J �e fj6W 45 HORIZ.BEND 27 _ In \ - _ _ _ _ _ _ VAUGHN DRIVE_BTA-1 Roo' 7 _ HP - - - - - - - - - - - PB74a5- - -NEW - Q_ oB'. - - - - - W 8X6TEE STA 14+88,6-7.00'LT NEW 8 X 6 TEE AND END CAP 71 NEW 8"GATE VALVE STA 18+98.78-2.49'RT \-STA19+00.50-3.06'RTU NEW "GATE VALVETA 18+10.94-7.0'LT NEW 45 HORIZ.BEND NEW 8"END CAP AAND BLOW OI STA 14+82.36-7.01T -N- 50 25 0 50 100 HORIZ.SCALE IN FEET 5 2.5 0 5 10 4780 4780 VERT.SCALE IN FEET VAUGHN DRIVE INSTALL 481 LF 8"CLASS 51 D.I.WATER PIPE TYPE A TRENCH BACKFILL 4775 TYPE,BEDDING 4775 4770 4770 MIN 1.5'CLEA NCE BETWEEN EXISTING SANITARY BE ER FORCE INS FH BENCHM RK-4763.57 PROPOSED ASPHALT 4765 NW BOLT( B.) FH BURY ELEV= 763.30 4765 FH BURY LEV=4761.45 7.5'BURY DEPTH 7.5'BURY EPTH _ r PHASE61NFRASTRUCTURE NOT INSALLED(A.B.) 4760 J .5'COVER 4760 MIN.) J/ N 51.07 EXIS ING GROUND STA 14+36.43 VERT NEW 45 VERT BEND 53.11 IN V=4753.69 4755 LL 4755 _ STA 17+96,93 Z O Q EW 8X 6 TEE m O STA1 +88.63 INV-4755.73 LaSTA 15+66.52 NEW X 6 TEE DEFLECT PIP JOINTS m , o G w 4750 - - STA 18+10.94 z w 4750 STA 14+82.3 NEW 8 GATE VALVE + m e w STA 14+38.00 m a a NEW 8"GAT VALVE INV=4755.84 a aC w L7 NEW 45 VERT BEND ¢ f- > U INV=4751.75 INV=4753.E F W Z rn z ?p a Z WOSTA 14+49.67 STA 0+41.24 z- o z" F x NEW 5VERT BEND EW8X8TEE +�i z 4745 = _ X _ 4745 aR �8 9i,N av"i YY 44 YY 44 4Y 4Y YY YY 4LO GU' Y� yu wLL wLL U' C7 C7 O O W L. O O O LL O 1D L0 O O O O O CO W LL W LL W LL W W LL W LL W LL W LL W LL W LL W 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+25 RECORD DRAWING REVISIONS RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER v6mFv SCALE' ENGINEER'.JAMES R.NICKELSON P.E.NO.9063 DATE.02/2019 NO. DESCRIPTION HISaEconoDHAwNGNASBEEN THE LAKES AT VALLEY-PHASE 5 AND 6 THESE PRINTS MAY BE REDUCED. PREPARED.IN PART,BY 5352.009 LINE BELOW MEASURES ONE INCH INFORMATION PROVIDED BY DSGN.BY: CPK Morrison 2880TechnologyBlvdWest SEWER IMPROVEMENTS F ON ORIGINAL DRAWING. v OTHERS THE ENGINEER NAB NOT SHEET NUMBER Bozeman.MT 59718 vBRIFIEDrHEnccuRAcvnOo;oR APPR.BY: JRN gOZEMAN MONTANA ~~ •• ` 406,587.0721 INE CMAPIONEN ALLSS FTIS es DATE. 03/2018 DRAWING NUMBER MODIFY SCALE ACCORDINGLY' M a i e rl e ® ANO ANY NOT RESPoNSIBLE O.C.REVIEW VAUGHN DRIVE WWW.m-m.nBl EOH ANY ERRORS BBESPOISpNs engineers surveyors NArMAYBEINeOCIAMAreDAs sv: STA 13+00 TO 20+00 W-3 N 53521009UCAD\SHEETS\RECORD DRAWINGS\W-X.DWGPLOTTED BV.COOPER KRAUSE ON Mar/OBI2019 91 y planners Scientists COPYRIGHT®MORRISONHMAIFRIF.INC..zot9 r A RESUIT OF INFORMATION DATE: i Q W, 40.ar 40.ar 43 OPEN SPACE.1 rl6 500DOPEN SPACE B NEW 8"GATE V .arNEW 8"GATE VALV te. STA 0+69.88-4.0'LT STA 3+44.26- T Z4oar 4o.ar m.ar RELOC XISTING NEW- Y�"7ALFIRE NT TO STA 3+50 STA 1+0.08-7.0'L U U U EE� v m 5 m w m dy h; N CONNECT TO EXISTING m O1010 - o o m m ry ,; 8'GATE VALVE I y `� 0 0 V o Jv o ~ hQ3e mac 3e m tie 3e tiQ 3r ti 3P m h 3P C.O.B.fNSTA STD. W OFF PER tie 37 tiQ'y�Q �P PQ, �P e� ;3P C.O.B.STD.DWG.02660-07 -H RSTALW _ _ STA1+0o �^ y= �' �^ �� _ qq 8"END CAP AND BLOWOFF sz ao 4.co' 4 0) a r�o' za 00' ESTGA E AVEN ^ SO`S9'02"\N ''S�'9 w# y 9 9 r 9 REMOVE AND DISPOSE OF±30 LF I I STA Or47-4.0'LT Jj, VAUGHN STA 2+35.3 I I o _ o NEW 8 X 8 TEE �"9rz�a �'� 8"WATER MAIN AND 45'BENDS. -- _ 3: s41 E P 9 °P 9 - m P `sGC u4 6 sue. 1 p N m O s� `2 4= p 0' CONNECT TO EXISTING 8"MAIN _ WITH NEW 8'GATE VALVE I ,t 54 1i� 4z s 'Nf11 4 42 15.5 Ns m m m m n OIu AND INSTALL:22 LF TO CONNECT I99r, '�y9, 9p y TO NEW 8 X 8 TEE. STA 3+49.3-4.01' c�`,P F°' c1` p`� �"' F,p� STA 24+18 O `fin O GC O `j_ O mac+ O �c O CONNECT TO EXISTING 8"WATER MAIN IGO NEWBX6 N N N N- 40.W d0.00' 40.00' 4 QQ��jj ti do �� SY7C3+66.3 'LT WITH NEW 8"GATE VALVE OPEN SPACE B NE 8 TEE VAUGHN WATER MAIN J j N N ro • I m'I --. ar 10.Ip' SEE SHEET W-2 50.21 42.W 42,W 4ZW 42.ar 47.W_ � bo.ar ae.ar ao.ar Q. I I F7�'�w-w-w- r a y R6==aO00�40 o 30.71' VAUGHN WATER MAIN75.or �nzl Bo.6' SEE SHEET W-2 00 zs 50 25 0 50 100 s ' HORIZ.SCALE IN FEET 5 2.5 0 5 10 • VERT.SCALE IN FEET RECORD D RAW I N G HERSTAL WAY HERSTAL WAY WATER MAIN INSTALL 341 LF8"CLASS 51 D.I.WATER PIPE NOT INSTALLED A.B.) WESTGATE AVENUE TYPE A TRENCH BACKFILL TYPE 1 BEDDING INSTALL 319 LF 8"CLASS 51 D.I.WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING 4770 4770 4765 4765 4765 4765 4760 4760 �J f 1.5'MIN BETWEE 4 PROPOSED VAUGHN STORM DRAIN .� W MIN T EEN PROP SED 4760 / / 4760 WESTGATE STORM DRAT F @URY ELEV .70 / 4755 4755 7.5'BUR D H • � � J OV R rx :I -- 4755 \ / 4755 4750 4750 6.5 COVE7F O MIN.) p TA 1+70.08 m m NEW 8'GATE ALVE _ 4750 4750 V=4751.19 z 4745 O STA 4+88.53 4745 STA 0+69.88 ¢ w NE 8 X 8 CROSS CONNECT TO EXISTING NEW 8"GATE ALVE _ O a INV 4751.29 8"WATER MAt WITH INV=4751.48 AP i II F NEW 8"GATE ALVE • STA 3+44 26 w �'w o f INV=346.2 4745 STA 0+47 NE 8"GATE VA E 4745 NEW 8 X 8 TEEINV=474 98 `"~m 4740 p w II 4740 INV=475t53 `°x p 3 98 < o * C CT T EXI TING STA 3+4 28 a g n g•• MAN w < W NEW 8X6 E of zz INV= .62 r w 40 o INV=4747 89 4740 < w w 4735 J 4735 p p w O Z W p• p y N Z W X Z N N 4735 w LL 735 w z • • I` Z •- rm 4730 vi ro m t m m e 4730 A . w .1 R .°6 o v ^ LL m OI o of o m o ai ai ui 16 cyW9 LL a4 v � v LL C7 C7 m 4 Y Y YIT v SMvYa(9 (Dcb c5 c 7(D L7 o 7 YY Mmi (I W W LL W LL W LL W u- w W 0 p7 C LLW 7 p p V LL LLW W w L. ucp'i WY W 0-00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+66 Y " 0+00 0+50 1+GO 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+71 REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER VERIFY SCALE' Tres REcoao oRAwING Has BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 NO, DESCRIPTION BY DATE PREPARED.IN Pun.BY DSGN.BY: CPK THESE PRINTS MAY BE REDUCED, INFORMATION PRCVIDEDBv • LINE BELOW MEASURES ONE INCH Morrison v 2880 Technology BNd West -ES.THE ENGINEERHAS NOT SEWER IMPROVEMENTS SHEET NUMBER ON ORIGINAL DRAWING. ■■ Bozeman,MT 59718 -IPEDTRE AccLMcY AND OR APPR.BY: JRN BOZEMAN MONTANA COMPLFTENEss OF'i!s DATE 03/2018 u ` 40o6.587.0721 INFORMP-!ON IN ALL INE-ANC-N - DRAWING NUMBER MODIFY SCALE ACCORDINGLY' M a i e r e ® WWw-m-m.net =o BY,-ORs OR oPoE ONS C.C.REVIEW HERSTAL WAY&WESTGATE AVENUE ,^, INCORPORA-FD As BY: STA 0+00 TO 4+00&STA 0+00 TO 5+50 V V-4 N s2\009VWCA0\SHEETS\RECORD DRAWINGS\W-X.DWG PLOTTED BY.COOPER KRAUSEONMar/08/2019 engin2Er5 SU rveyOrS (11dn nCrS SCiPnti5t5 - ICHT-RRI50f+ BELE.INC..2019 4A RESU eEOF!uFCRMA'IOry DATE: PROVIDED By OTHERS. a $ o 0 II zyy I�. 10 4,71100' 28.00' I I L 24 00II O $ 8 O a Or O n NO"59'OYE .. I to - 3 41' _ 29.57' 47.50' 47.50' 49 FIRE HV NT LOT 42 �I $ i sa 7 a 4 Dr 4z c 42 115.59 --_-_ STA 0+7 33-16.98'LT I I - p + 8 m STA 2 65.26-4.00 LT _ $ -4 v . Tr� O 1 �' LOT 26� - N o .§' LOT 27 $ ro STA 2+70.1-4.00'LT LOT 26 � LOT 25 I Flncn<. � .� y y 5 CSTA2+768 NEW 90 DEG BEND ^ ae ? �� NEW 8X 8 TEE I tD - STA 2+�.0 79(YL STA 3+36 rii 8"END CAP AND BLOW OFF • l LOT 24 8 R� tie ' ^3 3 y 3 g. ST9 02E 7 a'iun A s7t°as's'w r r r r r r l ,e c e Q ',e Q -._-__ =- - eo.00' ^' STPI 0+46.✓ -4 0 LT O O O O y 3e y^ _ y^ LOT 41 I ! _ � VA GHN SI A 6+�.7 N' N N a e�---I 31.a' 47 _- _ - - _ 1 16.7z' N ' I7 _31.50 ^ gtio -LEM w f NEW8X8tEE NEW 8"GATE VAL _. aB D LOT 2�_ as 1 { I ! ..s_�----��--iB.•' ae. I 4B S, ie. .2tSTA 0+70.4,�9g.TL �.°yA _ <" - + GJ`i• l9 y j�9 a2.00• a2.W 4 4700 ' o L 8 t _ {� $. _. g a 16 - - LVT 40_ g30' 45 �45 � 40ar SJ9 2.., F`,➢ 9s r0 "p'yG O 1L O G LEIDEN LANE-A o �os4 g sr g s `fin 9�4� �F m 1 Iz y7 307r 4 °'S.1B. LOT 22 L C 25.02' 60.94' LOT 29 7'LOT32 O LOT 31 c LOT 30�p STA 0+3721-4.00'LT $ LOT 39 STA OMLTZOO O $ C) < SNFW B -6 48.W48.arLEIDEN-A STA 2+70.1 -rp arNEW90 DEG BEND LOT 21 _ _ G 53.55' 45.ar m g -- O > O OPEN SPACE G $ LOT 3 I 8 57.57 LOT 20 a57.My 57.Stl 57.50 $ y II 8 54.6s AT47.sv 5s.ar �. ss.ar 1 0.5 0 1 2 7:71 A. nT o. nT" LOT 36 I� Z Lb 6mnsmm�� HORIZ.SCALE IN FEET 1 0.5 0 1 2 • 4775 LEIDEN LANE-A LEIDEN LANE-B LEIDEN LANE-C VERT.SCALE IN FEET - INSTALL 223 LF 8"CLASS 51 D.I.WATER PIPE 4775 4775 INSTALL 219 LF 8"CLASS 51 D.I.WATER PIPE INSTALL 295 LF B"CLASS 51 D.I.WATER PIPE 4775 TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE 1 BEDDING TYPE 1 BEDDING TYPE 1 BEDDING 4770 4770 4770 4770 4770 4770 1 ' EXISTING GRC UND \ (STOCK PILE) • 4765 4765 4765 4765 4765 4765 IEXISTING GROUND PROPOSED SPHALT _4756.69 4760 \ 4760 4760 NW BOLT(A. .) 4760 4760 4760 \ FH BURY EL V=4754-55 BURY D PTH - STA 6+2567 / \ _ -- / 6.5' OVER V LS'MI BETWEEN PROPOSED 4755 4755 4755 4755 4755 IN. LEIDEN-B SEWER IN4755 INV=4751.33 STA 0+70.44 PROPOSE ASPHALT NEW 8"GATE VALVE INV=4751.15 6.5'C VER 6+5 COVE (MI .) MIN.) 4750 �- 4750 4750 4750 4750 4750 STA +69.02 + e NEW "GATE VALVE r z INV=1752.22 rn _ 4745 z 4745 4745 E. 4745 4745 4745 w e�m EU m ow� <xv Nye N v ¢�° otin STA 2+59.68 J',m LL 4740 w I� 4740 4740 r " 4740 4740 _ 4740 DEFLEC PIPE JOINTS F v)22 m z_ - � O ¢ e N e m ¢3� ¢3j > F W H W U Lu to z aK z Ed ¢ W Q 4735 W 4735 4735 4735 4735 0 1,< 4735 w 0 10 w" L0 Eu z z w m m ul Xz RECORD 4730 w LL 4730 4730 4730 4730 4730 om �" a n m �$ �$ nLL �m% °m' h m n n^ n� v n $ v�i ur n vnv'i^ n n07 Lj m� m^ �vtOi v1i n �^ �4 N n c � ee eq e e e ee YY Ye Ye Ye Y" Ye 4LL DRAWING L� 7LL c� ; �c7 7L5 o c�LL ; oc5 �c7 7 7 5LL 7LL 7LL ;c� o� �c4 7c� ,� cD o� 7 W W LL W LL W W LL W LL W U. W W W LL W LL W LL W LL W LL W W W W LL W LL W LL W LL W LL W LL W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+35 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+31 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+99 VERIFY SCALE' REVISIONS ENGINEER;JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER NO. DESCRIPTION By - THIS 3ECORD W MNGHASBEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 THESE PRINTS MAY BE REDUCED. PREPARED.Iry PART.BY DSGN.BY: CPK • LINEBELOWMEASURESONEINCH - 2EWT6Chnolog,EINIWe61 'NFOPtAAT'ONPHOVIDEDBY SEWER IMPROVEMENTS SHEET NUMBER Morrison OTHERS THE ENGINEER HA$NOT ON ORIGINA�DRAWING. .■ , v Bozeman,MT 59718 VERIFIEDTHEAccURACYANDroR APPR.BY: JRN gQ�EMAN MONTANA CRWTI ENESSOF'il5 DATE: 0312018 Ma erle 4065870721 NDS NOT BERINBrANOEs DRAWING NUMBER AND AN41-NOTSER OMBSONS LEIDEN LANE A,B,&C MODIFY SCALE ACCORDINGLY ® www.m-m.ne1 =GRAN,E11 NGGRORA111 AS O.C.REVIEW `�L/_� ArEAILT_ORPORATE°AS ev STA 0+00 TO END V`v' Nr535210091ACAD\SHEETS\RECORD DRAWINGSIW-%.DWG PLOTTED BV.000PERKRAUSEONMRr/OBI2019 engineers surveyors Planners scientists COP,RIGHT®MORRISON-MAIERLE.INC..2019 ^RESULTOFINFORMATgN DATE' FROM EO YO R. f I I'. I STA 0+41.00-4. LT VAUGHN STA 11 3.8 I p 1 NEW 8-X 8 TEE O o a II NEW 8'GAT VALVE �'P STA 0+70.44 4.01T y 3e y 3 r' 5.5B I >Q //- - 5 SB' 8 50 as.00,. < S I 6 LOT 58 LOT 59 O LOT 60 yJ4 LOT tg a� STA 2+62.0-4 00 LT 4.00'L 5J " I P ITTI � NEW 8/(BTEE c-. P0 ^,CiP p^"�P •.rP Q _ O STA 3*37.50-4.00'LT $ 0 $ $ NEW 8"END CAP AND BLOW OFF7a. � II ' v a C v Y F LOT 44 = S + 7 O I O �ESt $ + -7.00' T e >/ > >� a7 �-"""' `� �2 8O :I VAfB.-A TA 2r61.97-4.00'RT Lo NEW 11 X 8 TEE S s�,➢`r 9s �9�L �,PLc U W LOT 15 m OI _. ¢. LOT a5a1III sLn �p LOT 55�' LOT 54O LOT 53 1 i $ '� IN Q!; LOT s7 LOT ss I ! ,W I I ml O I I NEW "GATE VALVE $ Do $ D N 1 I p I STA +35.18-TART 5&35' II m I I Q J. I 30AV 67.9s m O I >; 80.00 50.W 50.07 LOT 46 , o S $ 0 OPEN SPACEE - BF is' -N- a A FIRE HYDRANT SOOP 500p. Saar ��' FIRE F T 10+83.62-19.75'L7 Baoa STA 1• Z s STA A �— I 3 I L0714 m 50 25 0 50,. 100 HORIZ.SCALE IN FEET 5 2.5 0 5 10 VERT.SCALE IN FEET VAHL WAY-B VAHL WAY-A INSTALL 362 LF 8"CLASS 51 D.I.WATER PIPE INSTALL 290 LF 8"CLASS 51 8"D.I.WATER PIPE TYPE A TRENCH BACKFILL TYPE A TRENCH BACKFILL TYPE 1 BEDDING TYPE 1 BEDDING 4770 4770 4770 4770 EXISTIN( GROUND 4765 4765 4765 4765 \ PROPOSED A PHALT 4760 4760 4760 4760 PROPOSED ASPHALT 4755 4755 4755 4755 EXISTING GR UND 6 5'COVER EWER FORCE MAINS (MIN.) MAINTAIN MIN.1.5'CLEA NICE ZMK) �1 \ 4750 STA 0+37.01 4750 4750 4750 NEW 8"GATE ALVE MIN.t5'CLEARANCE < \ BETWEEN VAHL SEWER 1.5 MIN INV=4753.79 > N Z 4745 4745 n w 4745 T +1 7 u 4745 STA 2+61.97 rn = NEW 8 8 TEE m O 3 INV=4748.33 0 STA 2+61.97 NEW 8 NO VALVE 3 NEW 8X8T Z INV=4746+42 ��o w 0 INV=4749.33 ¢ _ o a rn 'X N 4740 4740 a n 4740 4740 r e F w I>ZI H ap '�jv `�Z' a ¢ Q U > cJ w rnw> U 2 p r w O? w +w> ¢ LU 4735 ¢ w _ 4735 4735Lu 4735 0 w w 0 w 0 z w z o N y m n w 4730 z 4730 w u 4730 4730 0 $n N ma o! jg nRv°4 �Rv° �� 6t N Rnn Ro NUu <w w (� �(yp N. u. w% w w 0 www L. w w 0+00 0+56 ,+00 1•50 2+00 2+50 3+00 3+50 4+0LL0 w4+5u0�w ,+ 0+500 1+00 1+5 2+000 3 -RECORD DRAWING 6w5 REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY'. CPK PROJECT NUMBER HIS RECORDORn G HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 VERIFY SCALE! + NO. DESCRIPTION By DATE ■ (\` PREPARED.wPART 6v DSGN.BY. CPK NUMBER I1ILSE PRINTS MAY BE REDUCED. Morrison V 2880 Technology Blvd West INFORMA'ION PROAD6C By SEWER IMPROVEMENTS SHEET LINE BELOW MEASURES ONE INCH Bozeman,MT 59718 OTHERS iHF ENGINFFR HAS NOT APPR.BY: JRN MONTANA ERIFIEo*HE ACCuancv AND 1 oR B OZE MAN ON ORIGINAL DRAWING ■■ " ` cOMPLFTENEss of rHls DRAWING NUMBER 406,587.0721 IN—Me1ION IN ALNSANCEs DATE. 03/2018 J M a i e rl e ANnSwN Nors ONIINsre E 0C.REVIEW VAHL WAY-A 8 B eAaDIFV SCALE ACCORDINGLY' www.m-m.OBI -OA AY BR IN""MTE"SSIONS W-6 F INDORRorur6o As ev: STA 0+00 TO END engineers-surveyors planners scientists ''Ale—INO.,2.1., ARFS Nr of INvoRMAnoN DATE: �.:.4DISHEE-C&RECORD DRAWINGSIW-X.DWG PLOTTED BY COOPER KRAUSE ON Mar/0812019 i! • I __ __________ II ------------------- ' S5.ar 51 26.96 STA 2+64.28-7.19'RT i I EW 11.25 HORIZ.BEND LOT 1 mac' LOT 2 ?' LOT 3 END CAP AND BLOW y y .> y OFF INSTALLED(A.B.) 'N'q- � "��P �T 4 5 �e 3e tie 3e tiz3e' .1; y y y w y,�p�P�• STA 11.25 -HORIZ. E 67. 73.1 ; 33455 w _-55 w 26.3N' W� S NEW 11.25 HORI2.BEND VAHL WAY- _ LOT so. 52. 'sl I - - tp3+'A'. C STA 3+61.82-6.89'RT - so. rq �,y ��y sT '��. S Wp.�pS1 •�NEW 11.25 HORIZ.BEND W �9 g9 2G,9 9 $ 'lp ql PHASE 61NFRASTRUCTURE S LOT 15 dO LOT 16 IV LOT 17 LC' LOT 18�'Ps NOT INSALLED(A.B.) LOT 55 LOT 54 LOT 53 STA 2 7.41-6.63'RT LC \ r NEW 8"GATE ALVE STA 3*95 STA 3+91.73-6.9T RT } STA 0+44.72- .0'RT NEW 11. HORIZ.BEND 1"WATERSVC NEW 11.25 HORIZ.BEND Q STA 3+30.24-7 8'FIT LOT 7 8 8 \ Y 63.38 es.00' 60.ar N 1 -_ ..BEND- FIT 5007 1 63.95' K OPEN SPACE A STA 411.25 -HORI.07'Z. BE . - _ Q NEW 11.25 HORIZ.BEND tPEN SPACE E a' J 81.45 SO.ar soar 50.ar 50.ar 53.6z I\ iSrA 4+q1 SB.ar W.ar �� j TA 4+61.85-658'RT W4�RgyC �, IN 1125 HORIZi BEND I J 4 LOT 13 t LOT 12 LOT I l LOT 10�GII LOT 9 11 NEW+GATE VALVE LOT 14 LOT 50 LOT 51 LOT 52 J ,yJ h e STA 514.98-7.0'RT I or.2 1e ,�e3e ,tee 3e ,�e3e he 3e ,c3 STA G -7.00 RT VAUGHNHN STA STA 0+41.24 --i50. -°-_so sB (_- _- s7 r- _ sN i so 1' of NEW 8X 8 TEE R+ --. - -_-- -._ ° / VAUGHN DRIVE - - - - - - - - - - - - - - -N- - • _ _ _ _ _ - - - I _ _ _ - _ - -OPFI+LSPA(374.45' - - - .05' 1W.1T END CAP AND BLOW OFF INSTALLED(A.B.) 50 25 0 50 100 --- - _ HORIZ.SCALE IN FEET 5 2.5 0 5 10 VERT.SCALE IN FEET DEBOUR LANE INSTALL 505 LF 8"CLASS 51 D.I.WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING 4770 47 PROPOSED ASPHALT 4765 Z 4765 � 3 = r U W r W g m ^ PHASE61NFRASTRUCTURE 4760 4760 NOT INSALLED(A.B.) l EXISTING GROUND 77 --:::E 4755 6.5'COV R w 4755 'MIN CLEARANCE - -- (MIN.) < w LAUREL STORM DRAIN > N o z Amex 11 0 °z w m n 31 4750 - Z W m N N a O t0 ¢3�m Z 4750 W LU N O irt2 rwz tt O ,�=n N mz_ U W m N_ BL O _I° ti W N 0 ft- m Q 0011 O O w=M nN mr-n 4745 .� o `er 4745 a mLL w mU' �w> I~itz? ^O e a3" > rwZ wzz wz? mz_ rw> Wiz? rn z vt 2 1p x Z m z 3 _ 4740 4740 mN mQ v m b6 6ID �� RECORD DRAWING LUI 6LL �LL G W LL W LL W LL W W LL W LL W LL W LL W LL W LL W LL W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 REVISIONS RECORD DRAWING NOTE v6mEv SCALE' ENGINEER:JAMES R.NICKELSON P.E.NO 9063 DATE:02/2019 DRAWN BY. CPK PROJECT NUMBER NO. DESCRIPTION B� DATE THISREcoeDDRAwmGHAseFNN THE LAKES AT VALLEY-PHASE 5 AND 6 THESE PRINTS MAY BE REDUCED. PREPARED.IN PART,By - S3S2.009 DSGN.BY: CPK ' LINE BELOW MEASURESONE INCH Morrison 2880 Technology Blvd West IFS THE ENINEFRFONY SEWER IMPROVEMENTS - SHEET NUMBER ON ORIGINAL DRAWING. ■■ , v OTHFIED THE CCUFA R AN,ai Bozeman.MT 59718 APPR.BY: JRN gOZEMAN vNRIFIEO THE Accuw,cr ANO I oR MO NTANA M a i e r l e cOM I.T O SS OF T+IS DATE 03 2018 406.567.0721 INFORMATION IN ALL INSTANCES MODIFY SCALE ACCORDINGLY' ANOSHu_R NERESPONNOHN DRAWING NUMBER ® wWw.m-m.net w TMAIRRORSOROMISSI3AS O-C.REVIEW DEBOUR LANE ""vNEINDDRPORATEDAN BY STA 0+00 TO 5+85 W-7 N:5352\00914CAp\SHEETSIREGORD DRAWINGS\W-ri.DWG PLOTTED BY COOPER KRAUSE ON MarlOBl20,9 engineers surveyors planners Scientists _ �,MORRISON-MAIFRLE INc..zN A RESULTOF INFORMA N DATE: PROVIDED IN THERS. I50 25 0 50 100 DETENTION SYSTEM#1 HORIZONTAL SCALE IN FEET 24'F.E.S. SEE DETAIL -N- INV.=45.60 0 - SD RI - 2.0) RIM=52.00 @ 1�,+( SEE DETAIL�2 S»O'" O 2.W SO MH#5(4.0) 40 VF�24 0 � RIM=51.90 45'SEND,6"SOLID W 15"INV(W)=15"INV(E) UNDERDRAIN TO > =49.12 NORTH Q SD MH#4(4'0) SD MH#6(4-0) w RIM= 50.97(A.B.) GRATE=52.70 SD MH#7(4-0) 12" IA.OUTLET MANIFOLD Q 12"INV(S)=48.97 12"INV(E)=49.7 RIM=53.) @0.0%,INV.=48.20 SEE DETAIL ( �+ SD MH#9(4'0) 0 15'INV(E)=48.97 Z12�� i5'INV-(W)=49.72 4r0012"INV(S)=12'INV(W)STA.4+50.45,14.50'RT 1n - 18"INV(W)=48.72 3+99 -50.75RIM=53.16 1C W SO MH#8(4'0) - 34 LF 24"SD 86 LF 15'SD @ 0.70% F 12'SD @ 0.70% -_15'INV(S)=15"INV GRATE=52.75 s7r3r w „ ,._„ -- (E)=49.98 12"INV(S)=49.12 @ 0.70% 204 LF 18"SD @ 0.60% f u,81 - 6"PERFORATED I D NTION SYSTEM#1: )- asar "'O` se1 19 LF 1 @ 00UNDERDRA 0�� 11 CORTH-SOUTH ROWS HAMBERS PER ROW 1- INV 48.87 R=2o.o0 2"SO DROP 3+(2'0) 0 18"INV(NE)-48.62 _ - -- - -f"-nw T 5144 .79,1.5'RT INV I C O _ L 9.. " 2s.57 aTso� - 22 LF 15"SD _ 1 @ 0.70% VAHL-A STA 3+ 1 GRATE=53.70 54 LF 15"SD@1.20% _ -- - 26 LF 18'SD 1.00% 18 LF 12"SD -' @0.70% 0 1 g I" - - C N 2°E 1��- Visa_.. @ @0.70% $ m_ t .� LOT 43 I) 12 50. ( DROP INLET#2(ZO) LOT 58 LOT 59 111 LF 15"SD @ 1.00% LOT P5 LOT 26 ! LOT 27 LOT 28 LEIDEN-C STA 3+59.00,1.5'LT O SHADED AREAS: a1 s _ INSTALL FABRIC BETWEEN I GRATE=52.20 I ~ CHAMERS AND FOUNDATION CURB INLET#2 2'X 3' - N DROP INLET#1 2'0 __-- ¢ ).` LOT 12 STA 3+ TBC !{ m5 LF 12'SD@6.00/ raQ GRATE 31� I1, +�.ar-I_ - -®zCa' - I ti STONE 92.35 14 5'LT LEIDEN A STA 3r 12-INV N=49.23 LOT 12 4 0 LOT 41 6i I _ n d- 4727 sq.ft. 12-INV(E) 51.07 '�, _ S� 12'INV(N)-50.62 I _ 1 LOT 44 - INSPECTION PORT 27 LF 12"SD �. CURB INLET#1(4'0) Y • u r L0f 71 -- @ 0.70% STA 3-92.35 14.5'RT y,A -sS---B3,- oes Ra , r + 3300 sq.ft. F 1 8 v, TBC=54.31 o _ - ns oo + ao.co g�ar> LOT 40 8 t I 12"INV(W)=50.88 13096 TT as.aa - o 1 oWW 15"INV(S)=15-INV(N)=50.63 _ 1 p ]]] ir LOT 22 I�a { to LOT 45 LOT 10 3 LOT 15 e : 1 LOT 57 LOT 56 LI 3300 sq.ft. 4 LOT 32 LOT 31 LOT 30L 1 L - 1I2+0� $ 1 m0 -_.-- -- 0 _ _ IN _ LOT 39 g 1 I po 12"DIA.INLET MANIFOLD LOT 9 S S LOT 16 LOT 21 If I I - ar ss.W - 1 I Oo.eO' Sa00' /� @ 0.00%.INV.=48.20 I 33005q.ft. S .. m aN I:. 5s.55 "1 LOT 46 SDMH#2(5.0) t I 4wo SRA0€-G�.- _ 1*m RIM INV(W)=12"INV.(E)=48.20 1 - -- 55.ar - - t ml i 60.ar wix, 24-INV SW 24-INV N =46.76 LOT 1 ++ LOT 1, LOT 20 sass 47.W 47.W I 1 ( )_ ( )- 3300sq.ft. -iaon 1� L m_sjD0, 82.50 271 LF 15"SD @1.20% 1 I LOT 48 LOT 49 CURB INLET#6(2'X T) 34 LOT 35 LOT 36 It+O� S LOT 47 �+F00 �DETENTION SYSTEM#1 1 0 STA , �� , t? EOT3a g SD-1 SCALE: 1" = 20' e CURB INLET#4(Z X T)r s 210 � �o - LOT 7 STA 4+00-14.5'LT .; m ` v. LOT 19 TSC=58.74 I: - - 4951 sq.ft. TBC=58.40 12'INV(S)=55.42 90.DT 12"INV(S)=55.35 + - r--a..:•.___ - -� �__�.--_ � - - B. e. _ _-_ •• • • T S�- _ SB � � �� _ sB- -se + sa- se � V�RLIGHMG6RIVE s � _ I _ _ _-_- - - - - - - - 27 LF 12" 27 LF 12'SD @ 1.00% _ - - - - - - - - - - - - - - - - - - - - - GENERAL NOTES - @ 0.70% _ - F- 1. ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE 4'0(A.B.) 4'0(A.B.) CURB INLET#3(3' 147 LF 15"SD 85 LF 15"SD CURB INLET#5((xe� SIZE INDICATED,AND CONSTRUCTED PER CITY OF STA 4+00.00-14.5 RT @ 070% @ 1'�% STA 5+g6.00-14.5'RT BOZEMAN STANDARD DETAILS SD MH#10(4'0) CURB INLET(2'X T): DETAIL#02720-1A TBC=58.41 STA 5+08.71-23.36'RT TBC=58.74 CURB INLET(3'DI A.): DETAIL#02720-1 12"INV IN)=55.16 RIM=60.55 12"INV(N)=55.15 CURB INLET(4'DIA.): DETAIL#02720-1 B 15"INV(E)=54,91 15-INV.(W)=15"INV(E) 15-INV(W)=54.90 / DROP INLET(2'DIA.): DETAIL#02720-2 MANHOLE: DETAIL#02720-4 MANHOLES INDICATING"RIM="SHALL HAVE SOLID COVERS, • 5'DIA.MANHOLE 24"INV.(NE)=47.00 / THOSE INDICATING"GRATE="SHALL HAVE SLOTTED 2'DIA FRAME 8 COVER, (GRATED)COVERS,AND THOSE INDICATING'TBC="SHALL HAVE CURB INLET TYPE SLOTTED COVERS. 7"HIGH FRAME 8 COVER RIM ELEV._�y56 Z DIA.FRAME 8 COVER RIM ELEV.=52.00 52.00(AB.) 24"VERTICAL TEE GRATE ELEV.=52.40 2. ALL PIPES LABELED'SD'(STORM DRAIN)SHALL BE DUAL 2'GRADE RING P / WALLED,SMOOTH INTERIOR PVC(POLYVINYL CHLORIDE) - " - PIPE P SER ASTM F949,WITH ED.WATERTIGHT BELL- SPIGOT JOINTS PER ER AST ASTM D3212.USE A-2000 \ PVC DRAINAGE PIPE AS DISTRIBUTED BY CONTECH,OR 10-YR WSEL=TOP OF RISER ELEV.=49.70 0 \ I / \\ / ENGINEER-APPROVED EQUAL. 12"HDPE OVERFLOW = l • 1 INLET PIPE,INV. 48.20 18"INV.(E)=47.50 3. FOR CLARITY,SPOT ELEVATIONS HAVE BEEN TRUNCATED = \ � 24"INV.(NE)=46.60 / TO TWO DIGITS BEFORE THE DECIMAL.ADD BASE " - ELEVATION OF 4700,00 FEET TO REACH ACTUAL 24'TEE ELEVATIONS ON PROJECT DATUM. - � FLOW-- / \ � ORIFICE \✓/ / 6' KEY NOTES ? 12"INV.(SE)=48.20 18"INV.(SW)=48.36 12"INV.(W)=48.20 -BASE ELEV.CHAMBERS=46.70(LEVEL) 24"OUTLET PIPE \ O DETENTION SYSTEM#1(UNDERGROUND STORAGE): INV.=46.60 -MAX.SUBGRADE ELEV.=46.10 Z 6"INV.(SW)=46.60 / 5'DIA.MANHOLE -10-YR WSEL=49.70 METAL PIPE -10-YR STORAGE VOLUME(MIN)=3,147 CU.FT. 4'DIA.MANHOLE SUPPORT(TYP.) 12-INV.(S)=48.20 SEE SHEET SD-3 FOR UNDERGROUND STORAGE DETAILS • �®RICFIUCLEIN END CAP: OINSTALL CONTINUOUS PIECE OF FABRIC IN TWO LAYERS AR 75/e"DIA.,OR / UNDER CHAMBERS OF ISOLATOR ROW,AND UNDER THE FIRST / TWO CHAMBERS(APPROXIMATELY 14 FEET)IN EACH ROW RECTANGULAR 7"x 6 Y2" WHERE PIPES ENTER END CAPS.SEE SHEET SD-3 FOR ADDITIONAL REQUIREMENTS. SD MH#1 -SECTION rg'�SD MH#1-PLAN rg-`�SD MH#3- PLAN RECORD D RAW I N G N.T.S. - SCALE: 1 2 = 1 r-0`I - SCALE: 1 2" = 1 I-On REVISIONS RECORD DRAWING NOTE DRAWN BY: OS PROJECT NUMBER vERIFr 50ALE� ENGINEER.DAMES R.NICKELSON P.E.NO.:9063 DATE:02/2019 rHISRERE-DRAwIAR HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 DESCRIPTION BY DATE DSGN.BY: MGH I HESE PRIN15 MAY BE REDUCED. • P EPARED,IN PORT.BV • LINEBELow MEASURES ONE INCH Morrison 2880TechnologyBlvdWest INFORLUTIONPROVIDE- STORM DRAIN IMPROVEMENTS SHEET NUMBER ON ORIGINAyDRAWING. .■ • Q OTHERS'HEENcwEERHA5 NOT Bozeman,M7 59718 APPR.BY: JRN vERlCO THEENESS F AND OR BOZEMAN MONTANA M a i e r l a OMRNOT BE RESPONSIBLE 406,587.0721 INFORraarloN IN ALL INSTANCES DATE: 03/2018 MODIFY SCALE ACCORDINGLY' AND SHALL NOT S R-15SIONS ® www.m-m.net FOR ANY ERRORS OR OMISSIONS Q.C.REVIEW WING NUMBER STORM DRAINAGE TO WEST LAKE MAY 9E INCORPORATED AS By S1 : D- N-:535ZO09vIGADISHEETS\RECORD DRAWINGS\SD-1 DWG PLOTTED BY:COOPER-USE ON Mar108/2019 engineers surveyors Planners,soenti5t5 COPYRIc.Hr e�MORRISONsnAIERLE.INc..2ot9 HA Fau"DOFINEORIMTIOry DATE: v I HERE 12"F.E.S. INV._A7;7 t48.20(A.B.) 7"HIGH FRAME 8 COVER rysp —RIM ELEV.=56.50 l0 2'GRADE RING 1 Sp@�zsp O MH (-0) EAST LAKE STA. 56.503 51.50'RT / a 10-YR WSEL=TOP OF RISER ELEV.=54.40 5+00 VF RIM N 56.50 �Azsp 12-INV(S)=52. 12"INV(SE)=52.90 12"INV(NE)=6'INV IS =51.30 SEE DETAIL(7 6"UNDERDRAIN INLET PIPE, INV.=51.30 COUPLING,6"SOLID 15-.12'TEE • UNDERDRAIN TO NORTH 12"DIA.OVERFLOW PIPE FLOW @ 0.00%.INV.=52.90 FLOWS I I Z -_-- -__-_- 12"OUTLET PIPE ' --------- _ Z J INV,=51.30 METAL PIPE 4'DIA.MANHOLE SUPPORT(TYP.) I ss.ar u.00' - ORIFICE IN END CAP: DETENTION SYSTEM#2: CIRCULAR 3%"DIA.,OR 5"PERFORATED 0 2 NORTH-SOUTH ROWS, SQUARE 3"z 3" UNDERDRAIN @ I 8 CHAMBERS PER ROW O 0.00%,INV=51.40 LSD MH#10-SECTION OINSTALL FABRIC BETWEEN - N.T.S. CHAMBERS AND FOUNDATION J STONE O I y INSPECTION PORT > I of CL Y LOT W 12"DIA.OVERFLO PIPE LOT 1 Ir @ 0,00%,INV.=5 90 Q J SD MH#12(4'0) STA.4+19.70,51.50'RT RIM=57 40 12"INV(S)-53.30 12"INV(E)=52.90 24-INV(N)=51.50 GENERAL NOTES 1. ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED,AND CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. CURB INLET(2'X 6'). DETAIL#02720-1A(SIMILAR-USE DOUBLE FRAME) 4+� _ __ _ _ _ — — MANHOLE: DETAIL#027204 N L—- — — — — MANHOLES INDICATING"RIM'SHALL HAVE SOLID COVERS,THOSE INDICATING —— _ "GRATE="SHALL HAVE SLOTTED(GRATED)COVERS,AND THOSE INDICATING"TBC=" SHALL HAVE CURB INLET TYPE SLOTTED COVERS. O T _ ss gib• 2. ALL PIPES LABELED"SD"(STORM DRAIN)SHALL BE DUAL WALLED,SMOOTH 55.aJ INTERIOR PVC(POLYVINYL CHLORIDE)PIPE PER ASTM F949,WITH GASKETED, CV 3369 - WATERTIGHT BELL-AND-SPIGOT JOINTS PER ASTM D3212.USE A-2000 PVC DRAINAGE PIPE AS DISTRIBUTED BY CONTECH,OR ENGINEER-APPROVED EQUAL. - - -- ---- -- - 3. FOR CLARITY,SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORE I _.._ ------- THE DECIMAL.ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUAL ELEVATIONS ON PROJECT DATUM. -ES BS 85 85 BS--_8S BS BS BS 85 8s 8S-IS e t]t i]' -_ --+-- — — - DEBOUR LANE KEY NOTES v O7 DETENTION SYSTEM#2(UNDERGROUND STORAGE): -BASE ELEV.CHAMBERS=51.40(LEVEL) -MAX.SUBG RACE ELEV.=50A0 -10-YR WSEL=54,40 -10-YR STORAGE VOLUME(MIN)=883 CU.FT. SEE SHEET SO-3 FOR UNDERGROUND STORAGE DETAILS I so.Do INSTALL CONTINUOUS AND OF FABRIC IN TWO LAYERS UNDER CHAMBERS OF ISOLATOR ROW,AND UNDER THE FIRST TWO CHAMBERS - (APPROXIMATELY 14 FEET)IN EACH ROW WHERE PIPES ENTER END CAPS. SEE SHEET SO-3 FOR ADDITIONAL REQUIREMENTS. I CURB INLET#7(2'X 6'DOUBLE) — STA.3+38.64.31.00'RT TBC(NORTH END)=58.14 TBC(SOUTH END)=58.22 RECORD D RAW I N G 12"INV(N)=54.92 STORM DRAINAGE TO EAST LAKE SCALE: 1"=10' VERF SCA REVISIONS ENGINEER.GAMES R.NICKELSON P.E.NO, 0063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. DS THE LAKES AT VALLEY WEST- PROJECT NUMBER NO. DESCRIPTION B` DATE TRIIECoBOORAwwGRASBEEN 5352,009 TH ESE PRINTSMAY BEREDUCED, PREPARED,INPART,BY DSGN.BY. MGH PHASE 5 AND 6 STORM DRAIN • LINE eEEow MEASURES ONE INCH Q 2880Technology Blvd West INFa+MATroN PROwDEU By SHEET NUMBER ON ORIGINILL DRAWING Morrison OTHERB THE EN UFACYNAS NnT Bozeman,MT 59718 NERIE:EOTRE Accu EER HAN 0R APPR.BY'. JRN BOZEMAN IMPROVEMENTS MONTANA CONRLETENESS OF T 1 DATE: D4/2018 M a i e rl a 4065870721 NroRMA*IONINAL-wsONSIBI DRAWING NUMBER NDSNA R RS ROMISSIONS Q.C.REVIEW STORM DRAINAGE TO MODIFY SCALE ACCORDINGLY! ® WWW.m-m.nel FORANT ESEINCORORAIGSKJrvBEASTLAKE SD 2 NP'MAT SE INCORPoMTEO AS BY: NI 2!009VACADISHEETS'.RECORD ORAWINGSLSD-1 DWG PLOTTED BY',GDDPER KRAUSE ON Ma!/OBI2019 2nglnEEfS BUlV2y0l5 planners scientists COPYRIGHT 4J MORRISON-MAIERLE,INC.,20t9 ARES VI-OF INFORMATIOn' DATE: ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS IMPORTANT-NOTES FOR THE BIDDING AND INSTALLATION OF THE NOTES FOR CONSTRUCTION EQUIPMENT MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY SC-310/SC-740 SYSTEM 1. STORMTECH SC-310&SG740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE CLASSIFICATIONS REQUIREMENT 1 STORMTECH SC-310&SC740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310&SC-740 CHAMBERS IS LIMITED: FROM THE TOP OF THE'C'LAVER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. 2. STORMTECH SC-310&SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT "STORMTECH SC-310/SG740/SG780 CONSTRUCTION GUIDE`. NO RUBBER TIRED LOADERS.DUMP TRUCKS,OR EXCAVATORS ARE ALLOWED UNTIL PROPER GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE`STORMTECH SC-31 O/SC-740/DC-780 MAY BE PART OF THE'D'LAYER 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CONSTRUCTION GUIDE-. CHAMBERS. WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH AASHTO M145' BEGIN COMPACTIONS AFTER 12"(300 mm)OF STORMTECH RECOMMENDS 3 BACKFILL METHODS: SC-3101SC-740/DC-780 CONSTRUCTION GUIDE". MATERIAL OVER THE CHAMBERS IS REACHED. STONESHOOTER LOCATED OFF THE CHAMBER BED. INITIAL FILL:FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35% A-1,A-2-4.A-3 COMPACT ADDITIONAL LAYERS IN 6"(150 ITT)MAX • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR 3. FULL 36`(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN.95%PROCTOR DENSITY FOR SUBGRADE. DUMP TRUCK TRAVEL OR DUMPING. C STONE('B'LAYER)TO 18"(450 ITT)ABOVE THE OR WELL GRADED MATERIAL AND 95%RELATIVE • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU DENSITY FOR PROCESSED AGGREGATE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. AASHTO M43' MATERIALS.ROLLER GROSS VEHICLE WEIGHT 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. DAMAGED BY THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD 3,357,4,467,5,56,57,6,67,68,7,78,8,89, NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC 5, JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. WARRANTY. 9,10 FORCE NOT TO EXCEED 20,000 Ibis(89 kN). 6. MAINTAIN MINIMUM-Wit50 mm)SPACING BETWEEN THE CHAMBER ROWS. CONTACT STORMTECH AT 1RUCTI9 N EQUIPMENT WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR EMBEDMENT STONE:FILL SURROUNDING THE AASHTO M43' WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. B CHAMBERS FROM THE FOUNDATION STONE('A' CLEAN,CRUSHED,ANGULAR STONE 3,357,4.TO 5,3' 57 NO COMPACTION REQUIRED. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE LAYER)TO THE'C'LAYER ABOVE. 3/4-2"(20-50 mm). FOUNDATION STONE:FILL BELOW CHAMBERS 8, THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. OF THE CHAMBER. 3,357,4,467,5,56,57 SURFACE." 9. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM PLEASE NOTE. CONSTRUCTION SITE RUNOFF. 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED.ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4 (AASHTO M43)STONE 2_ STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6"(150 TIT)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAYBE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAYBE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT.FOR SPECIAL LOAD DESIGNS.CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. STORMTECH STORMTECH STORMTECH CHAMBER CHAMBERS END CAP NOTES: OUTLET MANIFOLD 1, SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL I CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"OR AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS PAVEMENT LAYER(DESIGNED ASTM F2922"STANDARD SPECIFICATION FOR POLYETHYLENE(PE) Pourvpnnory STONE i CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" PERIMETER STONE BY SITE DESIGN ENGINEER) I III III I j BENEATH CHAMBERS 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM (SEE NOTE 6) F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF D -.BOTTOM OF FLEKIBLE PAVE.ENT FOR JNPAVE. - \ THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION INSTPLunoNs WHERE RurrxlO PROM VE K;ES MAv occuR. 10, CHAMBERS`. C INCREASE coves To zaysro mI. -I MIN MIN- IZ )MAX ADS GEOSYNTHETICS 601T B•1tsD mm NON-WOVEN GEOTEXTILE SECTION AA DUAL WALL 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL j,., ; ,�� PERFORATED LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION EXCAVATION WALL(CAN / HDPE STORMTECH UNDERDRAIN REQUIREMENTS FOR FOUNDATION.EMBEDMENT.AND FILL MATERIALS. B BE SLOPED OR VERTICAL) 1 l j l ', O m. END CAP 4, THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE V.ri ® • BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH - _ - J! I' B 8 CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE - -- A - - - ---- CONDITIONS. FOUNDATION ATONE 5, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE OF STONE PER 4. A' BENEA H CHAMBERS EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION PNWALL$, Iz•lsoo mm)MIN SC-740SUBGRADE SOILS BIT— END CAP (SEE NOTE 4) 11B0 mm)MIN AADS GEOSYNTHETICS 601T 6. ONCE LAYER'C T PLACED,ANY RADE.MOST P CAN BE PLACED IN NON-WOVEN GEOTEXTILE LAVER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE FDEETF 00""")MIN SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER `"YER'°'°R'D'AT THE SITE DESIGN ENGINEER'$DISCRETION. �STORMTECH SC-740,TYPICAL SECTIONS,MATERIALS,AND INSTALLATION REQUIREMENTS 4"(100mm)TYPFORSC-310&SC-160LPS3500 MS SECTIONS-B 6"(150 mm)TYP FOR SG740,DC-780,MC�500 8 MC4500 SYSTEMS NOT TO SCALE r-2-`Nt UNDERDRAIN NOT TO SCALE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS&BIT NON-WOVEN GEOTEXTILE 8'(2.4 IT)MIN WIDE STORMTECH HIGHLY OPTIONAL INSPECTION PORT CONCRETE COLLAR � t Iaso mm)MIN WIDTH RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM CONCRETE COLLAR NOT REQUIRED PAVEMENT STRUCTURES WITH OPEN GRATES SC-740 CHAMBER FOR UNPAVED APPLICATIONS I 12"(300 mm)NYLOPLAST INLINE L _..... DRAIN BODY W/SOLI D HINGED z a (, � � I — - 1 COVER OR GRATE PART#2712AG61P" SOLID COVER:1299CGC' CONCRETE sue GRATE.1299GGS SC-740 END CAP 8`1200—MIN THICKNESS CATCH BASIN FLEXSTORM CATCH IT r L� , 6"(150 mm)SDR35 PIPE PART#6212NYFX f MANHOLE J WITH USE OF OPEN GRATE ' SC-740 CHAMBER + _ 6"(150 mm)INSERTA TEE SUMP DEPTH TBD BY PART#6P26FBSTIP" SITE DESIGN ENGINEER INSERTA TEE TO BE CENTERED (.'I,—mm1 MIN ON CORRUGATION CREST RECOMMENDED) -- � 24`(600 Ti HOPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 'THE Pi2712AGSIPKR CAN BE I . -I USE FACTORY PRE-FABRICATED END CAP 315WTK WOVEN GEOTEXTILE BETWEEN 1 4 I I 11, I L I b 1 1, 1 G L 1. USED TO ORDER ALL NECESSARY PART#:SC740EPE24B FOUNDATION STONE AND CHAMBERS COMPONENTS FOR A SOLID LID 5'(1.5 m)MIN WIDE CONTINUOUS FABRIC INSPECTION PORT INSTALLATION WITHOUT SEAMS �SC-740 ISOLATOR ROW RECORD DRAWING �INSPECTION PORT NOT TO SCALE NOT TO SCALE VERIFY SCALE' REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO 9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER No. DESCRIPTION By DATE THIS RECORDORAWING HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 s3sz.00s THESE PRINTS MAY BE REDUCED. PREPARED.IN PART.BY DSGN.BY: CPK Morrison INFORMATION WEER H BY LINE BELOW MEASURES ONE INCH v 2880 Technology Blvd West STORM DRAIN IMPROVEMENTS - SHEET NUMBER OTHERD.THE ENGINEER HAD NOT BOZEMAN MONTANA ON ORIGINAL DRAWING. ■. Bozeman,MT 59718 APPR.BY: JRN VERIFIED THE ACCURACY AND/OR ` coIATI INE LL IN THIS DATE: 03/2018 M a i e r l e 406.587.0721 X FORM TINO BE LINSTANOEs DRAWING NUMBER PORSHPL'- NOTBER ISSI6LE MODIFY SCALE ACCORDINGLY! ® YYwW.m-m.net TWMYEBE INCOR OMIBBIOAS D.C.REVIEW STORM DRAIN DETAILS SD-3 THAT MAY BE INCORPORATED AS J J 14-�53521009VCADISHEETSIRECORD DRAWINGS\SD-3.DWG PLOTTED BY COOPER KRAUSE ON 101a008/2019 engineers Surveyors planners scientists COPYRIGHTOMORFISONRAMERLE.INC 2019 AREBULi OFINFORMATION DATE: PROVIDED BY OTHERS. ABBREVIATIONS ELECTRICAL SYMBOL LEGEND PROJECT NOTES 1. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES.NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS A or AMP AMPERES MOUNTING SHOWN ON THE DRAWINGS.THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK AC ALTERNATING CURRENT SYMBOL DESCRIPTIONS HEIGHT.UNO REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. A/C AIRCONDITIONING AF AMP FUSE BRANCH CIRCUIT WIRING.ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED.WIRE 2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, AFF ABOVE FINISHED FLOOR SIZE IS#12 UNLESS NOTED OTHERWISE.SHORT TICK MARKS INDICATE PHASE CONDUCTORS.LONG AFG ABOVE FINISHED GRADE P-1.3,5 TICK MARKS INDICATE NEUTRAL CONDUCTORS.PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR 'STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING'THIS PUBLICATION Is AL ALUMINUM AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT W W W.NECA-NEIS.ORG. AS AMP SWITCH EACH 120V BRANCH CIRCUIT.A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED 3. U.N.O.ALL POLES AND METER BASES SHALL BE LOCATED T FROM BACK OF CURB.VERIFY ALL STATION NUMBERS WITH EACH HOME RUN. AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. BAS BUILDING AUTOMATION SYSTEM ____- RACEWAY BELOW FLOOR OR BELOW GRADE 4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS.PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. C RACEWAY'CONDUIT --1 RACWAV STUB-OUT OR STUB-UP WITH BUSHED END 5. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING BKR BREAKER CONSTRUCTION.UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. CB CIRCUIT BREAKER ® PAD MOUNTED TRANSFORMER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT Q UTILITY ELECTRIC METER C.O. RACEWAY+CONDUIT ONLY,WITH PULL STRING CNTRL CONTROL METER CU COPPER i� LINE BREAK D I SC DISCONNECT DISC DSTRIBUTION H® HANDHOLE SEE DETAIL 4/EO-2 DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING Qi KEY NOTE.REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. EA EACH O-� POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE.LETTER INDICATES FIXTURE EF EXHAUSTFAN TYPE. ELEC ELECTRIC QP PHOTOCELL EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT DUPLEX RECEPTACLE. 18 EX OR EXISTING EXIST SPECIAL PURPOSE OUTLET,LETTER INDICATES TYPE. SEE SPEC. 18' FD FUSED DISCONNECT Q JUNCTION BOX LUMINAIRE SCHEDULE FLR FLOOR FO FIBER OPTIC FUSED DISCONNECT SWITCH FVNR FULL VOLTAGE NON-REVERSING BRANCH CIRCUIT PANELBOARD MOUNTING/TAG FVR FULL VOLTAGE REVERSING ` SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO.OR SERIES VOLTAGE GEC GROUNDED ELECTRODE CONDUCTOR '� BREAKER GFI GROUND FALUT INTERRUPTER AR-1A-3P-35-80L-3K-CC-HUNTER GND GROUND © CONTACTOR FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION,AND HUNTER GREEN FINISH.MOUNT GREEN(RAL#6005}NFO-A25-7 MOD POLE/ GRC GALVANIZED RIGID CONDUIT ❑ E1 95W LED BOTTOM OF FIXTURE AT 35'AFG ON TAPERED-ROUND STEEL POLE.MOUNT ON CONCRETE KIM LIGHTING CUSTOM SHIELD. 240 HID HIGH INTENSITY DISCHARGE 1.THESE SYMBOLS COMPRISE A STANDARD LIST;NOT ALL SYMBOLS APPEAR ON THIS PROJECT. O BASE.PROVIDE REMOVABLE GLARE SHEILD POLE:PTRS35-85120-CC-RAL#6005 HOA HAND-OFF-AUTOMATIC 2.ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR.MOUNTING HEIGHTS HP HORSEPOWER INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS HPS HIGH PRESSURE SODIUM OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. HTR HEATER FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION,DARK BRONZE FINISH AND 7-PIN 17-NFO-A 5-713.0'RD 3OLE MOD HZ HERTZ -NF0.A25-7/3.30'RD POLE MOD POLE/ E2 65W LED RECEPTACLE.MOUNT BOTTOM OF FIXTURE AT 25'AFG WITH ROUND TAPERED POLE.MOUNT ON KIM LIGHTING CUSTOM SHEILD 240 J-BOX JUNCTION BOX CONCRETE BASE.3000K COLOR TEMPERATURE.PROVIDE REMOVABLE GLARE SHIELD POLE:PTRS25-7120 KVA KILOVOLT AMPERES KW KLOWATTS LTG LIGHTING 8 FT PEDESTRIAN,FULL CUTOFF,POST-TOP LUMINAIRE WITH TYPE III DISTRIBUTION.MOUNT ON POST TOP/ 240 ® E3 22W LED CREE PWV-EDG-3M-PS-02-E-UL-BZ-354F CONCRETE BASE.3000K COLOR TEMPERATURE MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE THE LAKES EXISTING M1 PANEL SCHEDULE PROJECT: The Lakes at•✓a+lev 'es NEMA NATIONAL ELECTRICAL MANUFACTURERS N! ASSOCIATION 120�240V.1Ph,3W 'J=•4 9jJ tOCA M C o P PEDESTA_ENCLOSURE _ NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT CM. Discnptron Load Load C.B CB d. C.g. Load LoadType De—pLOCabuhOP NO NORMALLY OPEN No. Locaeon AI 1 pe Amp Pde PnaSe Amp PWe (VA}_ Type Location N. # NUMBER 1 EX LTG 2'WEST 323 2D A 20 215 L EX.TG-PHASEI EAST ^ OC ON CENTER _ 323 L C 4 2i5 L 4 OH OVERHEAD 5 E%LTG-LAUREL PARKWAY SOUTH _2!8 L 20 2 A 20 2 113 L EX LTG-'�4U EL PARKWAv B _ —_— - _ - - _.. _. - 143 L — S P POLE 7 — 286 L - - c - _ PB PUSHBUTTON 9 LTG-DEBOUR(VAHL 132 L 20 2 A 20 2 SPARE 10 PNL PANEL it--- - 132 L _ C —_ - -- - - 12 PVC POLYVINYL CHLORIDE CONDUIT PWR POWER TO:a-Connected Load: Ph A 1,099 VA 9 A 7 001 Arms AwAadk Fault Duf. RECEPT RECEPTACLE 1,000 VA 9 A RGS RIGID GALVANIZED STEEL Total Connected Load' Ph C RM ROOM Max•++, p1we Con•e,.'ed'.cad Ph A 1.099 VA RVNR REDUCED VOLTAGE NON-REVERSING Total COI1micted Load;"x!,1a*.� �.n:• 2 2 KVA 9 2 AMPS Total Demand Load: :7 KVA 11.4 AMPS RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH • SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW THE LAKES EXISTING N12 PANEL SCHEDULE PRQJECT' TneLawes anaaey West SSPS START-STOP PUSHBUTTON —_ SW SWITCH ',7024DV 1Ph.NY10CA M r F V!o PEDESTA.ENCLOSURE ^ TC TIME CLOCK Lkscnp0an .�aa Load C.B C E. B C 8. :oad Load Descnp0or. TD TIME DELAY .ocaaon (VA) Type Amp Pole Pnasc Amp PDIe i4A1 T pe LGCI W No TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD 1 LTG-PHASE-: 323 L 20 A 20 283 L LTG PHASE 3 2 TYP TYPICAL _J — _ 3'3 L - - C - - 283 L - a UG UNDERGROUND 5 SPARE 20 2 A 20 UH UNIT HEATER I SPARE 6 UNO UNLESS NOTED OTHERWISE 9 SPARE_ _ 20 2_- A _20 2 SPA__RE 10 UON UNLESS OTHERWISE NOTED _-- c /2 11 V VOLT Total Connected Loco Ph A ON VA 5 A 7 007 A VA VOLT AMPERES rms Aveiable Fault ty W WATTS Tote?Connected Load: Ph C e08 VA 5 A WP WEATHERPROOF nlax x+um'Pnabe Con^Ktetl Lord Ph A f106 VA W/O WITHOUT 1 2 KVA 5* AMPS Total Demand Load: 15 KVA 6.3 AMPS total Connecerd load 12%Maximum 1. XFMR TRANSFORMER Y WYE CONNECTED � DELTA CONNECTED 0 PHASE 'THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. RECORD DRAWING PROJECT NUMBER REVISIONS ENGINEER:AMY GALT P.E.NO.:30605 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: ARG 5352.009 VERIFY SCALE! REVISIONS RECORD DRAIMNG HAS BEEN NO. DESCRIPTION BY DATE PREPARED.IN PART By DSGN.BV: ARG THE LAKES AT VALLEY WEST:PHASE 5 AN SHEET NUMBER THESE PRINTS MAY BE ■ 2880 TEOI BIVd West HERSNFO ATIO.GNIiENHMN REDUCED.LINE BELOW Morrison 09Y VENFE_'HE ENGINEER HAS NOT gpPR.BV'. JRN BOZEMAN PROVIDED ByMONTANA 26 • MEASURES ONE INCH ON ■. Bozeman,MT 59718 VERIFCOMpHE A�URACY ETF ESS OF THIS- MEASURES ORIGINAL DRAWING. • INFORNAnoN IN uuNSTANCES DATE: 4/2018 DRAWING NUMBER M a t e rl e Phone 46.922.7021 AND SnellNOTBERESPONSIBLE Fan: 406.5 7.072 FOR ANr ERRORS EERESOMISSIONS EIBTE Q.C.REVIEW ELECTRICAL SYMBOL LEGEND,ABBREVIATIONS AND SCHEDULES E-1 THAT NAY BE INCORPORATED As AREs�LT OFINFOR.ATION BY: RJH MOD2IFY SCALE ACCORDINGLY! PROvIDEO By OTTERS. engineers surveyors planners-suentlsts coarwcHT®MORRIsoN-NUIERLe Inc..9s DATE. 4/2018 N:\535MBACAMSHEETSMECORD DRAWINGSfE-1.DWG PLOTTED BY:COOPER KRAUSE ON MRr/1112019 RECORD DRAWING TIER 22 COVER 3/8"HOLD DOWN BOLTS CONTRACTOR SHALL PROVIDE LIKE VEGETATION DISTURBED BY TRENCH OR PATCH AND RE-PAVE AS NEEDED EDGE OF TRENCH TO BE 36"MIN. TO MATCH ADJACENT SURFACE FROM EDGE OF WATER OR SEWER III—III NEW TOPSOIL III III EXISTING TOPSOIL III II " III III UNDISTURBED EARTH SHOW SEPARATE 6"WIDE MARKING 36" TAPE 15-18"BELOW FINISHED GRADE MIN p COMPACT BACKFILL TO 90%OF RELATIVE DENSITY.95%OF 12'I T-99 ACROSS ROAD WAYS i• TRENCH SAND 6"BELOW 8 8"ABOVE CONDUIT. Lw� MPAC L,_� BACKFILL TOP 6"WITH DENSITY?T090%RELATIVE EXCAVATED TOP SOIL MATERIAL POWER CONDUIT AND TAMP SECURE ELECTRICAL BOND,COPPER OR EQUAL NOS AWG s TYPICAL TRENCH DETAIL PULL BOX COMPOSITE 3" N.T.S. MINIMUM INSIDE DIMENSIONS 6" W = 12 INCHES 1 1_ NO.30 FELT PAPER SEPARATION L = 18 INCHES HANDHOLE-4"X 6"(NOMINAL) PROVIDE FUSES)IN CKT.TO D = 10 INCHES BALLAST.FUSES)SHALL BE CONDUIT IN PLACE BUSS TYP.BBS.FUSE HOLDERS THWN CONDUCTOR AS SHOWN ON PLANS 23' O Q AS REQUIRED. SHALL BE BUSS'TRON"HEB PROVIDE 1'OF COILED SLACK ON WATERPROOF.SIZE OF FUSE CONDUCTOR FEED THRU 35'AFG PROVIDE STUB AND CAP CONDUIT FOR SHALL BE AS REQUIRED BV FUTURE LUMINAIRES LUMINAIRE MANUFACTURER. Q PROJECT ANCHOR BOLTS 3'MIN.ABOVE TOP OF Q BASE.PROVIDE DOUBLE NUTS FOR LEVELING UNIT 1"CLEAN STONE (ONE ABOVE AND ONE BELOW BASE FLANGE). 00 Q DRAINAGE GROUT VOID BETWEEN BASE FLANGE AND TOP OF Q Q CONCRETE,LEAVING DRAIN HOLE.HAND FINISH. CONNECT GROUND TO POLE SEE DETAIL 5 ON THIS SHEET BASE W/BOUNDRY Ill FINISH BUSH CONDUITS GRADE 1"CHAMFER 3 TYPE HANDHOLE DETAIL BASE COVER REINFORCED CONC. N.T.S. BASE BY E.C. ANCHOR BOLTS FROM + 25'AFG POLE MANI 7. BREANAwnr BOLT cowu..(ONE or F UR) SEE SITE PLAN FOR CONDUIT SIZE LONG REINF. SEE SCHEDULE 24' BRBAKa-Y BOLT HORIZ.TIES COURUNG SEE �--�T SCHEDULE LIGHT FIXTURE BASE SCHEDULE""' HEIGHT AFG POLE SIZE LONG HORIZONTAL DEPTH 8'AFG HEIGHT STL STL" 0'-14' 18"0 (6)#5"'• #3 AT 10'O.C. 4'-0" 0" 14'-38' 24"0 (6)#6— #3 AT 12"O.C. 7'-0" 0" BOLT COVER FINISHED GRADE FINISHED GRADE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. FINISHED GRADE BOLT COUPLING - PROVIDE SPACING OF S/2 AT TOP 1'-0'OF PER. (BREAKAWAY TYPE) NOT :::. DEPTH BELOW FINISHED GRADE. NTRACTOR SHALL COORDINATE AND PROVIDE SPACE LONG.STEEL EVENLY AROUND PERIMETER. BOLT COVER FROM THE POLE MANUFACTURER TO ••—• PROVIDE REINF.CLEARANCE PER ANCI 318, ENSURE THE CLEANEST LOOK POSSIBLE. POLE BASE DETAIL TYP i TYPE E1 LUMINAIRE 2 TYPE E2 LUMINA 4 TYPE E3 LUMINAIRE 5 BEAKAWAY BOLT COUPLING (TYP) N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. PROJECT NUMBER VERIFY SCALE' REVISIONS ENGINEER:AMY GALT P.E.NO.:30605 DATE.02/2019 RECORD DRAWING NOTE DRAWN BY: ARG RECORD DRAwwG HAS BEEN 5352.009 NO. DESCRIPTION BY DATE PRePARED IN PART,BY DSGN.SY- ARG THE LAKES AT VALLEY WEST:PHASE 5 AND s SHEET NUMBER THESE PRINrS MAV BE ■ wFORMATON PROVIDED By REDUCED.LINE BELOW 2880 Technology BIYtl West OTHERS.'HE ENGINEER I-NOT MEASURES ONEINCHON Morrison■■ Bozeman.MT 59718 VERIHED THE ACCURAcr AND,OR APPR.BY: JRN gOZEMAN MONTANA 27 BER ORIGINAL DRAWING. COMPLETENESS OF THIS M a i e r I e NFDBMm oN IN SE L wsrANces DATE 4/2018 DRAWING NUM Phone:406.587.0721 AND SHA nON A-L INSTANCE E Fax 406.922.6702 FOR ANY ERRORS OR OMISsx NS Q.C.REVIEW ELECTRICAL DETAILS E-2 MODIFY SCALE ACCORDMGLY' THAT NA' BE INCORPORATED AS A REA'NlO INFORMAnory BY: RJH N'5352\t09 CAD\SHEETS`�RECORDDRAWINGSIE-1DWGPLOTTEDBY.COOPERKRAUSEONMar/11I2019 engineers surveyors planners scientists LOvvRIGHi®MORRISGN NcaLE.IrvL..20t9 PRDvmEp By OTNERS. DATE: 4/2018 LT -- I EXISTING METER M7 EXISTING METER M2 5 0 (IN FEET) Q C///i%/'✓a x a I VAHL WAY DEBOUR LANE LEIDEN LANE - r � I VAUGHN DRIVE Q- NOTE: �—INFRASTRUCTURE NOT INFRASTRUCTURE NOT RECORD DRAWING STANDARDLOCATIOI OSA CONDUIT IFROM BEHIND ACKOFBCON INSTALLED IN THIS AREA(A.B.) LOCAL STREET SECTIONS AND 2 FT FROM BACK OF INSTALLED IN THIS AREA(A.B.) PUBLIC UTILITY EASEMENT ON WOONERF SECTIONS. REVISIONS ENGINEER:AMY GALT P.E.NO.:30605 DATE.02/2019 RECORD DRAWING NOTE DRAWN BY. ARG PROJECT NUMBER VERIFY SCALE' 5352.009 THIS REGORD DRAWING HAS BEEN THESE PRINTS MAV RE No. DESCRIPTION By DATE 1111ED IN PART BY DSGN.BY: ARG THE LAKES AT VALLEY WEST:OVERALL PLAN SHEET NUMBER REDUCED.LINE BELOW ■� Morrison 2880 Techndogy Blvd West INFORMATION PROVIDED 9Y or HE ENGINEER AND OR gppR.BY: JRN BOZEMAN MONTANA 26 MEASURE50NE INCH ON Bozeman,MT 59718 VERIFIED THE ACCURACY AND.'OR ORIGINAL DRAWING. LOMPLETENES50F iH15 M a i e r l e NFORMATONINARES ONSIBLE ces DATE 4I0218 DRAWING NUMBER Phone:406.587.0721 AND SHau NoT aALIN51IRC Fax 406.922.6702 FOR ANY ERRORS OR OMISSIONS O.C.REVIEW SITE LIGHTING PLAN A1�:DIFY SCALE ACCORDINGLY' THAT WAY BE INCORPORATED AS E engineers surveyors planners scientists AvRO_BYFOTHERS BY. RJH ?.J,SHEETSIREGORD ORAWINGS�E-1 DWG PLOTTED BV:COOPER KRAUSE ON Mar/1 t120t9 COPYRIGHT€MOR0.150N-MAIERLE.INt.,At9 DATE: 4/2018 INFRASTRUCTURE NOT INSTALLED IN THIS AREA(A.B.) INTERCEPT EXISTING CIRCUIT AND EXTEND TO NEW TYPE E3 LUMINAIRES AS SHOWN. EX TYPE E2 M2-,1,3 EX M2-2A HH EX M2-2A —� 241 OCU&1#10 INTERCEPT GND IN 2"C EXISTING CONDUIT AND EXTEND TO NEW PULLBOX. POLEE3 fi H� LEIDEN LANE 2-#10CU&1#10 M2-1,3 M2-2.4 GND IN 2"C M2-1,3 POLE 51 POLE 52 2-#10CU 8 1#10 M2-1,3 E3 E3 GND IN 2"C POLE 50�L PROVIDE 2410 CU 8 < E3�Y#' 2-#10CU 8 1#10 `2-#10CU&1#10 1-#10CU GND IN j W GND IN 2"C GND IN 2'C 1-1/2'C BETWEEN FULLBOX AND LUMINAIRE.(TYPICAL Q LLl OF TYPE E3) > 2-#10CU 8 1#10 QI GND IN 2"C �" FQ POLE 44 M2-1,3 LLLL E3 I POLE 49 E3 M2-2A j E3 M2-1,3 POLE 53 2-#10CU&1#10 GND IN 2"C 2-#10CU&1#10 2-#10CU&1#10 GND IN 2"C M2-1.3 GND IN 2"C M2-113 POLE 54 POLE 48 E3 POLE 45 E3 �Y H E3 M2-1,3 M2-13 a0 0 20 4D � E M2-2 4 2at10CU 8 1#10 POLE 47 2410CU&1#10 E2 (IN FEET) H POLE 46 2-#10CU 8 1#10 GND IN 2"C GND IN 2"C POLE 46 GINO IN "1#10 F2 GND IN 2'C LLL Ep GND IN2"C VAUGHNDRIVL M2-2A NOTE: RECORD D RAW I N G LOCLPUUBLIICSU OF C ON TIIETTY EASEMENT ON WOONERFISECTIONS. VERIFY SCALE- REVISIONS ENGINEER.AMY GALT P.E.NO..30605 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. ARG PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION BY DATE THISRBCOROORAYnNGHASBEFN 5352.009 PREPARED INRART.BY DSGN.BY'. ARG THE LAKES AT VALLEY WEST:PHASE 5 AND 6 MEASURE.ONE BELOW Morrison 2880 Technology Blvd West INFORMATION PROVIDED BY SHEET NUMBER MEASURES ONE WCH ON ■ Bozeman,MT 59718 VEHiiltu rrrEENGINEER c uRncRv nrvo oa APPR.BY-. JRN ORIGINALDRAwINc .■ BOZEMAN MONTANA 29 ^y P COMPLETENESS Of THIS M t+1 I�.r r l� wroRMAnNOI BE RFSPTANCES DATE: 4/2018 DRAWING NUMBER Phone:406.5870721 ANDSHALLON ALL INSTANCES IE Fax'.406.922.6702 FOR ANY ERRORS OR CMISsovs O.C.REVIEW SITE LIGHTING PLAN MODIFY SCALE ACCORDINGLY! FPI MAY E ONCOR RMATI C As BV: RJH E-4 N:IS-1OOBWCADISREE TSIRECORD ORAWINGSIE-1.DWG PLOTTED BY:COOPER KRAUSE ON Ni 1,2019 engineers SUNPyOTS Pdnn2T5-scientists COPYRIGHT®MORRISON�MAIERLE.INC.,At9 A PROVIDEDBYOTHERS. DATE: 412018 EX M1-5.7 ROUTE NEW#10 CU FOR M1-9,11 IN EXISTING CONDUIT BACK TO METER M1 EX IM1-5,7 INTERCEPT EXISTING Mt-5,7CIRCUIT AND INFRASTRUCTURE NOT EXTNED TO NEW INSTALLED IN THIS AREA(A.B.) TYPE El LUMINAIRES AS SHOWN. IDEBOUR LANE VAHL WAY y-- - - [-- POLE 48 POLE 49 E3 POLE 54 POLE 53 - , POLE 22 E3 _ 1 •M1-9.11 POLE 55 E3 E3 E1 aM19, 1 E3 P. M1-9,11"' M7-9,11 � POLE 50 M1 9 11 E3 \ PROVIDE 2-#10 CU& 24t10CU&1#10 1-#10CU GND IN 2-#10CU&1#10 M1-5.7 "'s M1-9,11 2-#1 OCU&1#10 GND IN 2"C 2-#10CU 8 1#10 1-1/2"C BETWEEN GND IN 2"C GND IN 2"C 4-#10CU&1#10 GND IN 2'C PULLBOX AND GND IN 2"C LUMINAIRE.(TYPICAL OF TYPE E3) 2-#10CU&1#10 \ � 2-#10CU&1#10 GND IN 2"C ,3 GND IN 2"C POLE 51 POLE 56 -- --. - Q E3 M7-9,11 E3 H 2-#10CU&1#10 Mi-9,11 GND IN 2"C 2410CU&1#10 GND IN 2"C ✓ 2410CU 8 1#10 GND IN 2"C POLE 57 L E3 {L MI M1-5.7 H M1-9,11 h�o El Mi-9,11 POLE52 E2 POLE 23 - -- — — - - --- VAUGHN DRIVE NOTE STANDARD LOCATION OF CONDUIT IS 2FT BEHIND TBC ON LOCAL STREET SECTIONS AND 2 FT FROM BACK OF 40 0 20 40 PUBLIC UTILITY EASEMENT ON WOONERF SECTIONS. IN FEET) RECORD DRAWING VERIFY SCALE' REVISIONS ENGINEER:AMY GALT P.E.NO.:30605 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY. ARG PROJECT NUMBER THESE PRINTS MAY BE NO, DESCRIPTION BY DATE THIS RECORD DRAWNO.1 BEEN 5352.009 PREPARED IN PART BY DSGN.BY: ARG THE LAKES AT VALLEY WEST:PHASE 5 AND 6 REDUCED LINE BELOW ■ 2880 Technology Blvd West NFORMATIONPROVIDEDBY SHEET NUMBER AsNGT. MEASURES ONE INCH ON Morrison Bozeman,MT 59718 EaIFIED THE ACCDRACI AND OR ORIGINAL oRAWING. APPR.BY JRN BOZEMAN MONTANA 30 CW PLETENEES OF TI Bs INPORNRmON IN ALL INSTANCES DATE: 4/2018 DRAWING NUMBER Phone:406.587.0721 AND SHALL NOT BE RES ONSIBLE M a i e r e Fax 406.922.6702 FORANYERRORSDROMI5910N5 O.C.REVIEW SITE LIGHTING PLAN MODIFY SCALE ACCORDINGLY' THAT MAY aE INCORPORATED AS C—5 engineers surveyors planners scientists A vaovioFo BYFOTHERSO BY: RJH C N:\5352\DD9'ACAD\SHEETS\RECORD DRAWINGS\E-1 DWG PLOTTED BY:COOPER KRAUSE ON Mat/i i/2019 COPYRIGHT®MORRISON�AAIERIE.INC.,Ai9 DATE: 4/2018 FL R.O.W./STATIONING LINE rL R.O.W./STATIONING LINE 'ALL SIDEWALK ALONG CITY PARK IS TO BE 6'WIDE,REDUCING THE BLVD TO 7.0'WIDE. 9' ALL SIDEWALK ALONG PARKS IS TO BE 6'WIDE,REDUCING THE BLVD TO 7.5'W IDE. I R.O.W. 60' 1 6 2' R.O.W. C8G TBC IU TBC 1 ASPHALT ASPHALT BLVD' SDWK' 1 1 5 8 8 5 10 5' 8.5' 135 t 13.5* 5, 10' S. g. g. 5 1 SDWK'�BLVD' W/PARKING W/PARKING SDWK'�BLVD �PARKING�BIKE LANE�DRIVING LANE I�DRIVING LANE�BIKE LANE�PARKING� BLVD'�SDWK' 14 I RAISED MEDIAN VAUGHN DRIVE-SOUTH SIDE ONLY: l I I I I I I I I SEE DETAIL 4.THIS SHEET FOR I I I ASPHALT ELEV' BLVD AND ASPHALT TRAIL ON PROFILE I I I I I 1 I I I I I I I I I I I I I I i I II I I II I I t I II I I II III I I 7 8 g G � 7 P I 8G I ASPHALT ELEV. I ARKINC AR ' LANE LANE LANE ALANE I I I I I I I ON PROFILE 24 I I I I I I TBC TO TBC I TB�TO TBC I I I II I I I I II I I I I I I I I I I I I I I CURB 2% CURB os' If z% I II 2% y I 2% 2% s �IIIIIIIIII_2_AAkAbiluA s- -� +iWASM1W1 iffNlNtWI• 2_ 2_� - 3% 3y BACKFILL CURB WITH I M D CURB AND MIN 4"TOP SOIL. I AND MEDIAN WITH 1 � I I MIN 4'TOP SOIL. 4"CONCRETE I I+ + + + + + + + + + + + + + + + + �MIRAFI50OX 3"ASPHALT MIRAFI SOOX OR EQUIVALENT 4'ASPHALT CENTER OF R.O.W. 'SUB-BASE COURSE 6"MINUS ASDIR EQUIVALENT 6"CRUSHED BASE COURSE IN LOCATIONS AS DIRECTED I I AS DIRECTED BY THE ENGINEER EXTEND STRUCTURAL MATERIAL BY THE ENGINEER EXTEND ST UCTUR L MATERIAL 6"CRUSHED BASE COURSE 24"TOP SOIL COMPACTED SUBGRADE I MIN 9"PAST 1 i/2"MINUS I I MIN 9'PAST 1'MINUS TOP OF ASPHALT BACK OF CURB "SUB-BASE COURSE I BACK OF CURB EXTENDED AT 3%(TYP)j I24' 6"MINUS COMPACTED SUBGRADE I 3 MEDIAN - I I TBC To fo rsc - - • CENTER OF R.O.W. I 13.5' 5' 13' 11 11 13' S' SDWK—T�BLVD -^ 11 BLVD— 'T^SDWK SDWK BLVD ASPHALT�ASCURB + EASTBOUND TUR�LANE BLVD SDWK 8 CURB 8 CURB I I I AT TYPICAL CURB BULB LOCATIONS I 10' I '`BIKE5'LANE�DRIVIN10'G LANE DRIVING LANE __�BIKE S'LANE (JI LOCAL STREET I RAdED CONCRETE VAUGHN DRIVE,WESTGATE AVENUE MEDIAN I I� i I I I �� I 2 II 3y II • I I 5' 1EV 1, 18.5' - "WESTBOUND TURN LANE `� BLVD�BDWK_ FL R.O.W.,STATIONING LINE I SDWK I BLVD TBC-TBC I AT TYPICAL CURB BULB LOCATIONS 32' 2, I R.O.W. CONCRETE i NOTES: (3� COLLECTOR STREET BORDER/PARKING 1 T -I- �� 1."SUB-BASE THICKNESS A MINIMUM OF 6"IN AREAS OF NATIVE SPHAL7 I GRAVELS.INCREASE THICKNESS TO A MINIMUM OF 18"IN AREA OF CLAY LOAM. LAUREL PARKWAY PARKING/ rI CONCRETE PLANTER BOXE I BORDER 2.'CITY PARK CONCRETE SIDEWALK TO BE 6'WIDE,6"THICK CONCRETE • REINFORCED WITH 1.5 LEIS FIBERMESH PER CUBIC YARD,REQUIRED FOR THL wl FOLLOWING LOCATIONS. I I I LAUREL PARKWAY STA 3+80-10.20,FIT SIDE O INSTALL PARKING ONLY A7 1• 1• VAUGHN DRIVE STA 18+37-19+•10,LT SIDE LOCATIONS SHOWN ON PLANS. 11.5' W SLOPE PARKING AREAS 2% I rBLVD 3.ASPHALT SHALL BE TYPE-B MODIFIED,COMPACTED TO 93%RICE DENSITY w a VAUGHN DRIVE TOWARDS 2 FT CONCRETE BORDER. AS DETERMINED BY ASTM D2041. w w I I I COMPACTED PARKING AREA 1.5 Z Z TBC PER PLAN f �2% ASPHALT SHALL BE}'TO}"ABOVE I AS HALT ELEV. I 4.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO MIN 95of 2 EDGE OF CONCRETE. I ATILT -FLOWUNE I RELATIVE COMPACTION BASED UPON AASH70 T-99. w MAX U w to* 2% 2% 2� I �% ASPHALT SHOULDER -- 2"/� GRAVEL f-- VARIES 5%MAX MIRAFI 500X OR EQUIVALENT IN 2 LOCATIONS AS DIRECTED BY 2.5"ASPHALT _ THE ENGINEER 5 1 9"(MIN)CRUSHED BASE COURSE 8.5' MAX 1 1/2"MINUS I�BLVD_ I 6"CONCRETE 3"ASPHALT 6.CONCRETE 6"CRUSHED BASE COURSE 1 1/2"MINUS "SUB-BASE COURSE I 6"MINUS a� COMPACTED SUBGRADE RECORD DRAWING 2 WOONERF 4 ASPHALT TRAIL LEIDEN LANE.VAHL WAY,OEBOUR LANE VERIFY SCALE' REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO. 9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY CPK PROJECT NUMBER Ta RECORD DRAWING—SEEN - THE LAKES AT VALLEY WEST-PHASES 5 AND 6 535Z009 THESE PRINTS MAY RE NO. DESCRIPTION BY DATE . PREPARED.IN PART BY DSGN.BY: CPK SHEET NUMBER ■ Morrison 2880 Technol Blvd West INFORMATINPRowDEDBY MONTANA REDUCED LINE BELOW o9Y TTHERS.'HEERUNEERHABNOT APPR.BY: JRN gOZEMAN MEASURES ONE INCH ON BOZBrflen,MT$9716 .'tHIFIE3 THE ACCURACY AND OH • ■■ COMPEETENE55 Or i1.15 ORIGINAL DRAWING. M a i e rl e INroRMAnoRlNTIIIES N es DATE 042018 DRAWING NU Phone:406.587.0721 AND SI-AU ON .1ENsTANeLe Fax 406.922.6702 rNYERRoasoROMISSIONS Q.C.REVIEW DETAILS-ROAD SECTIONS MAY BE,CORPURATED AS D MODIFY SCALE ACCORDINGLY' H A RESUET OF INFORMATION BY'. - 11153521009WCADISHEETS\RECORD DRAWINGS1 I-ROAD SECTIONS.DWG PLOTTED BY:COOPER KRAUSE ON Ma,07/2019 engineers surveyors planners scientists COPYRIGHT C MORRISONMAIERLE.INC..2U19 PROVIDED BY OTHERS. DATE: MATCH LINE-DA I StA� �pyTp6 p1 63.36' 1gG p'C SSA 2+qT VT 00 M TgG 1. I I 2 64 45' I 62.86' STA 2+26.49 PT I STA 2+26.49 PT 4"THICK M4000 CONCRETE MEDIAN CAP IN ALL TBC 4.00'RT 60 1 TBC MEDIAN LOCATION LESS THAN 8FT WIDE 7.00'RT -_NII,, sP�Y �a 6 LOT 14 1 LOT 52 �� 3, 3� `'rn hP G �m� hm HORIZ.SCALE m�9 2 0 ,o s o 10 zo • �`��B I eQ�6° IN FEET § yhPGry�ti NOTES: s AO i 1.TBC=TOP BACK CURB/BACK OF RIBBON CURB 8 t 2.EG=EDGE OF GUTTER N 4.Op. ��7. 9t G1 pOP ,y9��y0 3.FL=FLOWLINE �x -- 4.PT=POINT OF TANGENCY 5.00' BN9 �' 9�P ryg. 5.00' C� 5,ALL MEDIAN CURB TO BE STANDARD C.O.B.SPILL CURB 67.90 - --- -- 6.ALL SIDEWALK%CURB INTERFACES SHALL HAVE A h ny ao < <0 - h mry PEDESTRIAN RAMP PER C.O.B.STD 02529-8 1eti �. Q 0_ y R+'. 7.WOONERF FLOWLINE --- --- — O QI �l h^z h O° a Q m 4 ti "' (OFFSET 1.5'FROM ALIGNMENT,TYP.) *0_v �"z �h0 heU ^ o° ^ ^oo heG yh� 8. DECORATIVE CROSS WALK �h� he heV Q he he'V hh0 SEEDETAIL� �ih �ih0 yh 0 D-2 1.50 GV I 0,�11h VAUGHN DRIVE SSP1 — — — 05 k Qh 1 0A Ts2'. 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BOZefnBn.MT 59718 VERIFIED ERI CEO;HEACCUEENESSOFMS BOZEMAN DRAWING NUMBER M a e rI e ® 406.587.0721 INEDRNAnN INALLINSTANCES DATE: 03/2018 ANDswu-Nor AULINSTAACES DATE:VIEW INTERSECTION wWw.m-m.net -OR ANY ERRORS OR OMISSIONS MODIFY SCALE ACCORDINGLY! rTMAYSEINCORPORATEO As Bv: GRADING DETAILS D� engineers surveyors planners-scientists A RESOLT aYRIE DATE N:'S352+W9UCADISHEETSIREGORD DRAWINGS,D-X INTERSECTION DETAILS.DWG PLOTTED BY COOPER KRAUSE ON MICoav RIGHT c>MoaaISON-n+MERLE INC..z PROVIDE Y of . 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IN FEET �; �------------------- � \\ HEIGHT CURB TO FLAT CURB Q \ \\ ALL MEDIAN CURB TO BE STANDARD SPILL CURB. r � E� O \ 6.ALL SIDEWALK/CURB INTERFACES SHALL m \\ \ PEDESTRIAN RA C.O. 29-8 t 7.WOONERF FLOWLINE LAUREU DEBOUR 8L VAHL (OFFSET 1.5'FROM ALIGNMENT,TYP.) _ SCALE: /'=10' g, DECORATIVE CROSS WALK SEE DETAIL RECORD DRAWING D-2 PROJECT NUMBER DATE.02/201s RECORD DRAWING NOTE DRAWN BY: CPK THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 REVISIONS ENGINELR:JAMES R.NICKELSON P.E.NQ.9063 Tms RecoaD auwNC HAs BEEN BER PRE P—iNPART.eY OSGN.BY: CPK ROADIMPROVEMENTS SHEET NUM ,ER�IY-_�A��• BY DATE ■ • INFORNATION PROVIDED RY MONTANA - NO. DESCRIPTION M o r r son Q 2880 Technology Blvd West OTe—THE ENGNEERHAE VOT APPR.BY: JRN BOZEMAN THESE PRINTS MAY BE REDUCED. Bozeman,MT 59718 VERIFIED THE ACCURACY AND/OR DRAWING NUMBER LINE BELOW MEASURES ONE INCH ■. COMRETENE55 OF THIS DATE: 03/2018 - ONORIGINASURS NE ` 41587.07z1 NFOR.11 N—IWT7AnCES INTERSECTION D- ON s--HOT 9E REsPONSII- OC.REVIEW � M a i e r e ® WWW in.net AaYERROHSOHOMSSIOrvI GRADING DETAILS HAt MAY REINOORPORATEDAS BY: MODIFY SCALE ACCO ROINGLY� A RESULT OF INFORMATION DATE: engineers�surveyors�planners-scientists coPrRIOHr¢MORRIsoN+nAIERIF r r N 15352100---SHEETS\RECORD DRAWINGS0 A INTERSECTION DETAILS.DWG PLOTTED BY COOPER KRAUSE ON Mar107/20W I 2 0 Sgo9 g�Gos`' c 1 BEGIN TYPICAL SECTION LOT 18 � �� LOT 19 sTq 0 I T@C 73?S SSp W OOOQ.��9•,� N Q z I Sg Q ZP N3? QZZ 47 Fes- S8G J Z 3 mu� a �o LU Op,�TS9 T4 SSPI,,OOP I S°O�S7AT YYOhP OhPG B h 3 • szse T T'4 7. 1•6T p PS5 -o __ S�sA -- T T.op 9T7'T 1gG�1 5.00'g h 59 Q yam. yyq v 1 Ql P �h p h �h +� ^4h �m�r� Qhy� a o r � pry r?00i ri OG ioG �rST <'AQI 'Op o ,�,' B S�PG,�6 x4ry00 'LOpp F^ h h ti � OhmG B G� " STA 4. 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DESCRIPTION BV DATF PNEPAREG,N PART.ev DSGN.BY� CPK L HESE PRINTS MAY BE REDUCED. 2880 TeGhn010 Blvd West 1Ni0RM1AT—MOV1DFDP`' ROAD IMPROVEMENTS SHEET NUMBER LINE BELow MEASURES ONE INCH . 9Y OT"_RS.TNc ENGNF—S NOT APPR.BY JRN ON ORIGINAL DRAWING. ■� Morrison Bozeman,MT 59718 VERIFIEO-HEACCURAGYANDI OR BOZEMAN MONTANA COMPLETENESS OF rws DATE 03/2018 ` 406.587.0721 wPONNnnON IN ALI INSI Anas DRAWING NUMBER MODIFY SCALE ACCORDINGLY' Ma i e r e ® www.m-m.net "O ANYL off"OIAIS"s- O.C.RFVIFw INTERSECTION NAr MAYBEINCOR-TE" BY: GRADING DETAILS D-5 N,535I1009VCAD\SHEETSIRECORDDRAWINGS\D-A INTERSECTION DETAILS.DWGPLOTTEDBY:COOPERKRAUSE ON M1110712019 engineers Surveyors Planners Scientists cOPYRIGHrp MORaI50N-MNeRLE.ING.,�Dte ARFSULTOFINFORIMrIpN DATE: i � a I y INTERSECTION NOT INSTALLED(A.B.) AT �P T +69.51 PT..B� 5'g.91 _ S�. g c�• p� ey SAW CUT EXISTING ASP �SSps.'9 ryy,S� AND 2FT CONCRETE BORD I 0 — - riIGH PUIN i VAUGHN DRIVE Nil' /—EX NG 5 FT CONCRETE TO REMAIN V HORIZ.SCALE I 10 5 0 10 20 f �2�VAUGHN/HERSTAL • SCALE:1 6 FT SIDEWALK TIE-IN. I IN FEET _ "=10' S MATCH EXISTING AT WEST EDGE. SAW CUT EXISTING ASPHALT AND 2FT CONCRETE BORDER EXISTING �090 9 90 I 1�ti��p SIDEWALK NOTES: I I s o 0 3 6' t P - 1.TBC=TOP BACK CURB/BACK OF RIBBON CURB �� 2.EG=EDGE OF GUTTER C 3,FL=FLOWLINE ss GO'IS t� 9. - y 4.PT=POINT OF TANGENCY U qPG 5_ � SPILL CURBI TRANSITION FROM FULL I HEIGHT CURB TO FLAT CURB E ING 2FT CONCRETE RIBBON CURB TO BE REMOVED lQC B.4p 6.ALL SIDEWALK/CURB INTERFACES SHALL HAVE A 755p 6?pT W PEDESTRIAN RAMP PER C.O.B.STD 02529-8 gTq J. 7.WOONERF FLOWLINE gTq 3s TBC TS p0 R PT (OFFSET 1.5'FROM ALIGNMENT.TYP.) Tg 0?T.?)p 55B7 Op- T 8. DECORATIVE CROSS WALK 1y 61 RT 5558 SEE DETAIL D-2 VAUGHN DRIVE — � L T12 - - - � - - - LOT 12 7 sq.(t. w ¢ INTERSECTION NOT INSTALLED(A.B.) z w _ — w - - - - - -�— - - — 1 -- - — ASPHALT TRAIL — — — — — -- • (-l-1HERSTAL AT EXISTING PHASE 4 SCALE.r=1o' 3�VAUGHN/LEIDEN-C SCALE:1"=10' RECORD D RAW I N G - PROJECT NUMBER REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY CPK THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 VERIFY SCALE! • THIS RECORD DRAWING HAS BEEN NO. DESCRIPTION BV DATE . N`REPAFED.IN—T.By DSGN.BY: CPK ROADIMPROVEMENTS SHEET NUMBER THESE PRINTS MAY BE REDUCED. Morrison Q 2680 Technology Blvd West ORMNEEGNELRFORv MONTANA LINE BELOW MEASURES ONE INI'.'-� GTFIF$D E ENGINEERHAS,UT gppR.BY: JRN gOZEMAN Bozeman.MT 59718 yIII,c D THE A ssU ANO/OR ON GRIGINAL DRAWING ■■ • 406.587.0721 wro T,NALsws,ANces Is DATE'. 03/2018 DRAWING NUMBER M a i e rl e ApSH LNmBERESPONBBF QC REVIEW INTERSECTION D_G www.m-m.net =oH ANY ERRORS oR OMISSIONS GRADING DETAILS V y BE INCORPoaATFO AS BY: MODIFY SCALE ACCORDINI v TH4 RESULTOFINFORMAT.N engineers surveyors-planners-scientists c 11F1- .o So uAIFRLE INC-2019 Y T R DATE: N-S.21D09WGAO15HEETSURECORD DRAWINGS.-%INTERSECTION DETAILS.OWG PLOTTED BY COOPER KRAUSE ON Ma11011.19 i i LOT 48 LOT 25 5149 I I 1 oI 1 $� - — 1+ao sTA 1+00 BEGIN TYPICAL SECTION 0�e0 re spo( pT ~ rSOT 9�G I 1PeO,g' NJ $ e116� a F T•9,. -�- yOQO�� 0 .1p.�5PG� '..<0.p0.' 0�T yP S1 P1 PTO STA �60� TBC 9L 6104 0G - LOT 28 I - - c I Q o� �e o a� I _ � $r - ZQ1109 <p. Q� 3124' -_ - /J7 6 '$- 1 e07zp*83 11%cA\"1 w GU 01'.v Z - CT6 � \ 10C' DECORATIVE CONCRETE < — Tn mAPG� NOT INSTALLED IN THIS Z LOCATIONS(A.B.) W w LEIDEN LANE-B �7q p�pT 51PGe°o 3j7 3+00 51P1 ` tr539 VAUGHN DRIVE ILST .c.s P',yoso�o ICJ l a .y0�y' ST .97 30.90' 31.50' Z ey Ao. Te y ST .s,o u! Lu —/ /j ,proT. T N / d 9S 97 J J O I- - - - - - - - - - - - - - - - olsQsl I ,BOQ5cti6 QZ 36 LEIDEN LANE-B — s 3.R 1�Z55' 94.94 I VAUGHN/VAHL-A I SCALE 1"=10 -- — -- �y +13ECORATIVE CONCRETE �2�LEIDEN-A/LEIDEN-B Q�yy' NOT INSTALLED IN THIS SCALE:1"=10' Ry'?o - -_ LOCATIONS(A.B.) O p a 00, e h� `t NOTES: 1.TBC=TOP BACK CURB/BACK OF RIBBON CURB ZPZ'p0T 55 q5 Q1yy Ay 2.EG=EDGE OF GUTTER 3.FL=FLOWLINE SB 91PG p� I 4.PT=POINT OF TANGENCY 5. C=SPILL CURB/TRANSITION FROM FULL HORIZ.SCALE �3�LEI DEN-B/LEIDEN-C SCALE: 1'=10' HEIGHT CURB TO FLAT CURB 10 5 0 10 20 " 6.ALL SIDEWALK/CURB INTERFACES SHALL HAVE A IN FEET PEDESTRIAN RAMP PER C.O.B.STD 02529-8 7.WOONERF FLOWLINE (OFFSET 1.5'FROM ALIGNMENT,TYR) 8. [_�] DECORATIVE CROSS WALK - SEE DETAIL D D-2 RECORD DRAWING PROJECT NUMBER REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NO.9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 VERIFY SCALE! THE RECORD DRAWING HAS BEEN NO. DESCRIPTION By DATE . PREPNtED.INPART.BY OSGN.BY: CPK ROAD IMPROVEMENTS SHEET NUMBER rMESF�Rw _aFo,�.I Morrison 2660 Technology Blvd West I-S.rcR A•EN PRE21HPsv MONTANA unF oT.R EENGI E aNAsvoT gppR.BY: JRN BOZEMAN ory:;=.i v +n'N,: .■ Bozeman.MT 59718 ERIF EOT EACCU-ANDIOR coMPLETExess of.Nis DATE: 03/2018 DRAWING NUMBER ` 406.587.0721 OPMA➢ONI NAL sTANO_s INTERSECTION M a i e rl e ® AORSHALLNOT BE-OIA-10NE O.C.REVIEW D-7 WWW.m-m.net -LAMA BE INCORPORATED AS Bv: GRADING DETAILS MODIFY SCALE ACCORDINGLY! - engineers surveyors-planners-scientists COPYRIGHT®MORRIsoN-nIAIPPLE.INc-mts —Ay"'M_of INFOHERS DATE PRovI BY oTNETes. N:'.5352\009,CAD\SHEETSIRECORD DRAWING-4 INTERSECTION DETAILS.DWG PLOTTED BY COOPER KRAUSE ON Mar107/2019 LOT 9 LOT 58 w Z a D boo �Q�yh1 I LU STA 5too INTERSECTION NOT INSTALLED(A.B.)-- - BEGIN TYPICAL SECT ` 3,00 `S�gO�S Q� g ST qSy ^hh`y•o`Y 60.01' 62 g2 y P +1552 63 W LL o H Q hA s, �p�7• ^�'v 52.ar' a °p } rN 0 00E d pOg�g1 �yg1 h' � p, '�00 c�To,47 > y a VAHL WAY-B t NB g a DECORATIVE CONCRETE yc0yga f VAUGH DRIVE ysP,e NOT INSTALLED IN THIS F� 1075 ___ LOCATIONS(A.B.) S7. 00 �N� Snngl AO.ar I � \ 1p 25.00' Fy rg2x TgC 15330p Pr I ��Ql�•RT5j53 .0.50% -2.35% S) 62.66 3N Pt.ys 1Ag3 8.y 0 1 _ 62.37 O VAHL-A/VAHL-B _ SCALE: 1"=10' 742 ) • NOTES: r2�VAUGHN/DEBOUR _ SCALE: i'=10' 1.TBC=TOP BACK CURB/BACK OF RIBBON CURB 2.EG=EDGE OF GUTTER 3. FL=FLOWLINE 4.PT=POINT OF TANGENCY • 5. � SPILL CURB/TRANSITION FROM FULL HEIGHT CURB TO FLAT CURB 6.ALL SIDEWALK/CURB INTERFACES SHALL HAVE A PEDESTRIAN RAMP PER C.O.B.STD 02529-8 7.WOONERF FLOWLINE _ (OFFSET 1.5'FROM ALIGNMENT,TYP.) 8. DECORATIVE CROSS WALK SEE DETAIL D-2 RECORD DRAWING VERIFY SCALE! REVISIONS ENGINEER.JAMES R.NICKELSON P.E.NO.:9163 DATE:I RECORD DRAWING NOTE DRAWN BY. CPK PROJECT NUMBER NO, DESCRIPTION 3'. DATE THIS RECORD DRN"G HAS BEEN THE LAKES AT VALLEY-PHASE 5 AND 6 5352.009 THESE PRINT$MAYBE REDUCED. PREPARED.IN P .BY DSGN.BY: CPK LINE BE ) 1 v 2880 Technology Blvd West wo -Ioru PRcvIDED ev ROAD IMPROVEMENTS SHEET NUMBER Morrison OT S HE ENGINE ERRASNOT BOZEMAN MONTANA ON` ^'.4.� r .. Bozeman,MT 59718 VERIFED,HEAGCURACY AA-1 APPR.BY. JRN 'n\/A' ^y COMPLETENESSOF T"IS DATE: 03/2016 1 .1 M I r l 406.587.0721 INFORMnriON IN I.T.a SPON-LE es DRAWING NUMBER MODIPY SCALE ACCORDINCLr- A.vD swu-_Nor BE N ONIS IONS INTERSECTION ® www.m-m.net Gov avr_RRoas oR Onl ssrorvs O.C.REVIEW THA 113EINCOR ORATEOAs By GRADING DETAILS D-8 R153521ar9VCAD\HEETSREGORD DRAWING&D-X INTERSECTION DETAILSOVIG PLOTTEDBY_COOPER KRAUSE ON Mar10712019 engineers surveyors planners scientists COPY.-TO—RIBOIMLMERLE.INC.,2019 A RESULT PROOF INFORMATbN DATE: PR of av T p aO GP1PS 0 DEAD-END o C BARRIADE q J .J/ N �r DEAD-END BARRICADE DEAD-END -- BARRICADE HERSTAI_wnv --- - --- \. -- —DEBODR'Or.NE_ VAHL WA V A. — /v. LEIDEN LANE -- - • < W g > • � � � O o 3 $ 3� ® \ c� z Lu ro x ua � q.�k ��. � � e b ��► li IlN � F • -- - -- - = - - YELLOW CURB PAINT(TYP.)J 4> _ _—/AU6HN9RWE—_ VAUGHN DRIVE - - -_ DEAD-END doss L1I — — — BARRICADE DEAD-END DEAD-END Hit BARRICADE BARRICADE .�uu nee®�"��,DEAD-END J L BARRICADE • - uy6ne STOP � • _ �hn o �9 5TOP NO INFRASTRUCTURE INSTALLED IN THIS AREA(A.B.) -� N sr OP ® ® ® ® W11-2 NIP] 112-1 R7-1L R7-1R •Rr'77-1-1 m W16-7p R3- R34 R4-7 OM7-t NO INFRASTRUCTURE INSTALLED IN THIS AREA(A.B.) FLOURESCENTYELLOW 60 30 0 60 120 • GREEN NOTES SCALE IN FEET 1, ALL WOONERF STREET NAME SIGNS WILL BE BLUE-HERSTAL WAY,LEIDEN LANE.VAHL WAY,DEBOUR LANE 2. ALL LOCAL AND COLLECTOR STREET NAME SIGNS WILL 61 GREEN-VAUGHN DRIVE,WESTGATEAVENUE LAUREL PARKWAY 3. YELLOW CURB PAINT REQUIRED AT ALL CURB BULB LOCATIONS.WHITE FLEXIBLE DELINEATORS REQUIRED AT ALL PC POINTS ON CURB BULBS AND MEDIA"CURB. RECORD DRAWING VERIFY SCALP REVISIONS ENGINEER. JAMES R.NICKELSON P.E.NO..9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER NO. DESCRIPTION BY DATE THrs;E DRo wumrv�HAs5EEN 5352.009 n LSe uRN•s MAY 5E RE-IFL, PRFPABED.N PART BY DSGN.BY: JRN THE LAKES AT VALLEY WEST-PHASES 5 AND 6 • Morrison Q 2880 Technology Blvd Wesl rvFORnTHE EN FRov DrD By APPR.BY JRN SHEET NUMBER Bozeman,MT 59718 —IFIEOTIR rHEEC-YHASNor vER F Eo THE AccuRACY Arvo I oR MONTANA I nMPLErErvEss oFTHIN DATE: 0512018 M a i e r l e 406.587.0721 wFDwM,+IiNor BEFESP N ea DRAWING NUMBER ANO SIWL rv0i BE REBPONBIBIE MODIFY SCALEACCORDINGLY' i WWm.m-m.Ret oRAwERRortsoROMlssoes O.C.REVIEW SIGNING AND STRIPING PLAN D�Q SULTE INCORPORATED AS BY, `l! N"'5352%009NCAO\SHEETSIRECORD DRAWINGS4IGN PLAN.DWG PLOTTED BY.COOPER KRAUSE ON NI engineers surveyors planners scientists LDPYRKiHT®MORRI90lYMNER EMC..FOt9 L A RFERoVDto Iy COMES DATE: rT fiSD 1250 12W ,2 SD ,55D�� - JI I LL / --�4757 i 54.10 S4.03 _ 1 Q' Y 1 r I _ _ LOT 29 I i LOT 32 4758- -- 4714 sq.ft. 4066 sq.ft. -._- ---� $ _.1 42 1 - 'LOT R $ 1 �A� v;�T �� 1 I nT I'T 1 LOT 12 1 I -_ _4727 sq.ft. e°y^ 55.17 ss.os T 32 Lv 3_I i • I Iv 60.00' 1 __ 55.48� } 55.35/ 56.5$ 53.56 45.00 I6.OP \ 1 / - _ __` _--___-- 92.50- } 57.20 $ 1 1.so% / I 56.64 OPEN SPACE C_____-0:a6%_____ --. ________ 753 8 1 ___ LOT s 1 _ 55.13 S I Hi -0.65% 1 LOT 11 \ J5.36 * ,, 5W 1 3300 sq.ft. `55.401 nl 51.65' 47.60' 6 L 44 - I nT 34 LOT 36 1 1 T, 4756 } \ 1 IS I 1 LOT 10 r LOT 40 1 3300 sq.ft. r 1 OPEN SPACE C r2 i SCALE:1"=ZO' D_1 1 / - r 1 LOT 45 ;1 1 _4757 a 1 1 �1 1 LOT s $ I_ I I I OT 5d _ LOT 3300 - >�'9 e i LOT 39 \4 I i�i I 59.56 1 r 1 j50.Oe 50.00' 1 • m.0a 1. 1 4 I 59.63 _ 1 le.09 60.47 1 -.__-.-_-.__ -_ 57.90 1 ($ ". 59.22 _ ._-_=_G_' 61.12 r LOTS $� 1 :Y -�- _ 3300 sq.ft. 58.12 59.51 -1.03% I . 62.86' 59.91 1 -1. 0.00' 50.ov 61.20 5825 58.1 57.7 58.22 59.63 --� LOT 52 r\ 1 LOT T- _� r LOT 7 ---- 7 4951 sq.ft. 1 IC 58.71 58.71 30.03 _-- - OPEN SPACE E SCALE: 1"=20' D-1 OP -_ tin-256.25' DETAIL 2 DETAIL 1 ass Dsm,- ass OPEN SPACE D (4�, -N- SCALE: 1'=20' D-1 OPEN SPACE B �� 4-- SCALE. 1-=20' D_1 -- - RECORD D RAW I N G DETAIL 3 SHEET R-7 DETAIL 4 - REVISIONS I ENGINEER:JAMES R.NICKELSON 1P.E.NO..9063 DATE:0212019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER VERIFY SCALE' THIS RELCHD OF-ING HAS BEEN NO. DESCRIPTION DATE PREPARED.IN PART.BY DSGN.BY: CPK THE LAKES AT VALLEY WEST-PHASES 5 AND 6 THESE PRINTS MAY BE REDUCED. INFORhIa-ON PRCviJED BY _NE BELow MEASURES ONE INCH .: Morrison Q. 2880 Technology Blvd West gppR.BY: JRN MONTANA SHEET NUMBER • ON ORIGINAL DRAWING. • 1 O r r I S O 1 ' OF, 1=RO.THE EN 1-HAS I Bozeman,MT 59718 vERInEo,HE ENE55 crANDIOR BOZEMAN conATIO NEss aFTHls DATE: 0512018 DRAWING NUMBER M a i e rl e 406.567.072, NDEHA 1NOTBE.ESPOI DEs ANDSNALL NOT REBPON6IBLE O.C.REVIEW MoolFv SCALE ACCORDINGLY' www.rtHm.net FaR ANr ER,111-111-1AS Bv. OPEN SPACE SIDEWALK GRADING DETAILS D-10 N"S352,009ACAD\SHEETS\RECORD DRAWINGSIO-kCPEN SPACE-GRADING.OWG PLOTTED BY:COOPER KRAUSE ON Marl06/2019 engineers surveyors planners scientists CORYPoGNr OMORRI6DN MERLE.W.,N11B T - DATE: l II 11 • 11 II II � 11 11 II 50 36 1 I 1 i , I DETENTION SYSTEM tti SEE SHEET SD-1 \ \ 1 � MIN.ELEVATION OVER ` \ CHAMBERS=52.50 I TI 1 II 56.72 50.69 - - - - I \ 5069 4750 . - - � I_ -� ---- -- - ----------\ --- 4751 475 _ ooz 5 // /i / / —__�_ — __ --- So 51.46 5640 � aa� 52.44 -- 51.26 1 4755 49.87 STORM DRAIN PIPE MAINTAIN MIN 1.5 OF COVER OVER PIPE. I VAHL WAY LEIDEN LANE 7 1 LA OPEN SPACE TRAIL GRADING SCALE: 1'=30' _ GENERALNOTES KEY NOTES 1. MAXIMUM ALLOWABLE SLOPE IS 3:1.LANDSCAPE RETAINING WALLS 31.25'TALL LANDSCAPE RETAINING WALL TO BE COMPLETED TO BE CONSTRUCTED BY OTHERS AS NEEDED. O BY OTHERS.(TYP.) -N- - RECORD DRAWING VERIFY SCALET REVISIONS ENGINEER:JAMES R.NICKELSON P.E.NQ:9063 DATE:02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER NO. DESCRIPTION BY DATE THIS RECORD ORAwING HAS BEEN 5352.009 PREPARM IN PART,BY DSGN.BY: CPK THE LAKES AT VALLEY WEST-PHASES 5 AND 6 THESE PRINTS MAY BE REDUCED. ■ INFORMATION PROVIDED By SHEET NUMBER 2880 Technology Blvd West • LINE BELOW MEASURES ONE INCH Morrison v OTHERS.THE EN-RHASNOT APPR.BY' JRN gOZEMAN MONTANA ON ORIGINAL DRAWING. ■■ . VERIFIED THEA EC YANOIOR Bozeman,M 9 1 COMPLETE-11 OF THIS DATE: 0572018 DRAWING NUMBER 406.5B7.D721 INYORMATION IN ALL INSTANCES MODIFY SCALE ACC-DINGLY1 AND ANALLNOTBEREB Ss"LE O.C.REVIEW a ere • WWW.m-m.nel THAI.ERROPS.1INC oROMIssIONs BY. WEST LAKE OPEN SPACE GRADING THA`MAY BB INDDRPORATFD AS D-11 N�::',::%:':�.T...lU15HEETS'.Ht�,:�HO ORAWINGSID-II-LAKE TRAIL GRADING.DWG PLOTTED BY.000PER KRAUSE ON MarlO6i2015 engineers surveyors planners-scientists COPYRIG-0140ARISONIMAERLE,INC..ri118 A REBULTOFINFORMATK)N DATE: i ii - 15SD �12SD 129D / } 1 /asel assL t asel assL asel oast - - t - ------- -- � N, - L 1ssD---isso I I No•svo2'E�• 31 ar 1 o I I 25 L 4757 2 2fi 1 4155 I_n T 1 i `�� 24 I 1 LOT 13 7 >^" LOT 41 r IL, 123D Il 1 I I _ 1 LEIDEN LANE t 1 LOT 11 i LO LOT 14 - i 40 1 • _ L— 1 I 1 L FF I O I ,.f t L�T 32 __ w 1 -- 475e LYE I= -- 17w a _ P Q L 1 faT 2 1 LOT 16 i' a 1 1 ------- . ------- LOT 38 i I t — i LOTS , h� 1 p — 1 I � 1 also I 1 I I 1 r LO 3 Lu 134 -- ��I �� LOT 37 � • I LPT 19 I �— - - --�- - - -- --- - --- -VAUGHN DRIVE I•� \�--- -_. as9L SSI assL L assl ss-- _ — — — — — — — — — — — — — — — — — — — — — — ---- — _ — — — - - -- _ _ _ _ _ _ — — — — — — — — — — — — — — — - - — — 10.01 GRADING PLAN-WEST SCALE: 1"=30' - RECORD DRAWING REVISIONS ENGINEER: JAMES R.NICKELSON P.E.NO.: 9063 DATE: 02/2019 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER ✓ERIf SCAL THIS RE CORD DRAWING HAS SEEN NO. DESCRIPTION BY DATE ■ PREPMED.INPART.BY OSGN.BY: CPK THE LAKES AT VALLEY WEST-PHASES 5 AND 6 RMA INrO -ON PRav DID BY SHEET NUMBER 1 Q 2880 Technology Blvd West OTHERS.THE ENGINEER HAS NOT Morrison VERIFIED THE ACCURACY ND,OR BOZEMAN Bozeman,MT 59718 APPR.BV: JRN MONTANA ' • coMT10141 SSOPTO6 DATE: 05/2018 DRAWING NUMBER v 406.587.0721 INrORNn1 oN IN ui wslANces n .. i.La AND SHALL NOT 6E RESPONSIBLE OC.REVIEW M a i e rl e ® WWW.m-m net -OR ANY ERRR RS �,FI'.As GRADING PLAN-WEST D_12 IN.53521009ACADISHEETSRECORD DRAWINGSD-I2-GRADING PLAN.DWG PLOTTED SYGOOPER KRAUSE ON MaI10612019 enginesTS surveyors planners scientists COPVRIGHTOMORRI50N BLE.INC...10 T ARESOITOE INFORMATION DATE: -------------- - - -------- ----- - -- --- --------- - --------- 17—_-- -- -__-- i - 4755 ' _...._� 4755 LU 1 4J --- LOT 1 LOT 2 LOT 58 LOT 59 LOT 60 1 q> J i I LO 5 �s - / —� — VAUGHN DRIVE _ — VAHL WAY - ,] �T 6 > 4760 r L nT as I - I LOT LOT 16 �OT17 I \' �- , OT A -LOT 53 L 7 1 . 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RiN-snnm BEReouceo. ■ "B"A"'D,IN PART,BY DSGN.BY: CPK THE LAKES AT VALLEY WEST-PHASES 5 AND 6 Morrison v 2880 Techno Blvd West HERS T EENPRo RHASv SHEET NUMBER OTHERS THEENURa YHNENOT BOZEMAN MONTANA Bozeman,MT 59716 vERIRED T"E AccuRAcr ArDroa APPR.BY: JRN coMPufTENEss or rHls DATE: 05/2018 M a i e r l e ` 406.587.0721 N OHMAIIGNI BE RESPONSIBLE DRAWING NUMBER PND ANY ERRORS SERE SSI6LE D C.REVIEW ® www.m-m.net .oRNNVERRoesoRaMissioms GRADING PLAN-WEST �-13 AV BriN1111ATEO As BY: N..535II—CADISHEETS�l2EGORD ORAWINGS�D-IZ-GRADING PLAN.UWG PLOTTED BY COOPER KRAUSE ON MariOfi/2U1B engineers-surveyors-Planners-scientists CGPVRIGRT 6J MORR�SONMMERIE.INC..�Ot9 ATPESUIT Or Yr°*MA_N DATE: