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HomeMy WebLinkAboutCatron Crossing Subdivision Phases 1 & 2 RECORD DRAWINGS FOR CATRON CROSSING = SUBDIVISION PHASE 1 AND 2 BOZEMAN , MONTANA HARE J U N E 2018 •LIBBY ' GAG SHEET INDEX •KALISPELL CONRAD • Sheet No DWG.No TITLE 1 COVER COVER AND SHEET INDEX GLENDNE GREAT FALLS LEVASTo • 2 CA GENERAL NOTES,LEGEND&ABBREVIATIONS MISSouLA • RECORD 3 RA STREET A- ROADWAY/STORM DRAIN IMPROVEMENTS • DEER HELENA • 4 R.2 STREET B- ROADWAY/STORM DRAIN IMPROVEMENTS LODGE MILES CITY DRAWINGS HAMIL N• ANA 5 R.3 STREETA- ROADWAY IMPROVEMENTS • BILLINGS 08/23/2019 6 RA SIGN PLAN • Burr ozFMAN • 7 SD.1 STORM DRAIN IMPROVEMENTS • -NI- NGSTO 8 SSA STREET B-SANITARY SEWER PLAN AND PROFILE • N DILLON 9 W.1 WATER IMPROVEMENTS-STREET B(STA 3+00 TO 8+00) PREPARED BY: STREET A(STA 2+50 TO 9+24) 10 W.2 WEST WATER MAIN EXTENSION-PLAN AND PROFILE PROJECT LOCATION Morrison 11 D.1 ROADWAY DETAILS 12 D.2 SANITARY SEWER AND STORM DRAIN DETAILS LOCATION MAP ® Maierle 13 EA PHOTOMETRIC PLAN DETAILS NO SCALE engineers surveyors planners scientists 2880 Technology Blvd West,Bozeman,MT 59718 SURVEY CONTROL 490, Phone:406.587.0721 1 Fax:406.922.6702 PROJECT E. VALLEY ENTER DR LOCATION PREPARED FOR: VC DEVELOPMENT, LLC CATAMOUNT ST. 1184 North 15th Street, Suite 4 PROJECT Bozeman, Mt 59715 LOCATION �90 E. VALLEY CENTER DR w N Q �a CP#102 MAG NAIL ll N 15590.17,E 42220.19 E CATAMOUNT ST. LEV=4650.71 Morrison Maierle engineers surveyors Planners scientists CP#49 BRASS CAP QUALITY ASSURANCE N 14751.62,E 41515.92 ��`G�P ELEV=4657.58 � -N- Matt Ekstrom W VICINITY MAP PROJECT MANAGER Q.A.APPROVAL DATE > NO SCALE Q NO SCALE Jack Schunke 2605.025.088.000318 = A OFFICE QUALITY ASSURANCE COORDINATOR Q.A.PROJECT NUMBER � © This document was prepared by H Kevin Jacobsen Morrison-Maierle,Inc.and may contain 853PE PEER REVIEWER 10 confidential or privileged information. /853PE ?= Morrison-Maierle, Inc. retains all /CENSER�a - common law, statutory, and reserved , rights including the copyright thereto. APPROVED BY: SET NO. Unauthorized use of this document is Knowwhat's below. MATT EKSTROM strictly prohibited and may be unlawful. MMI PROJECT NO.2605.025 Call before you di Project Manager N:\2605\025\ACAD\SHEETS\REC0RD DRAVJINGS\0 COVER REC.DWG PLOTTED BY.CODY FARLEY ON Sep1232019 GENERAL UTILITY NOTES: LEGEND GENERAL NOTES: 1. HE LOCATION,DEPH,AND SUE OF EXISTING UTWTIES SHOWN ON THESE PUNS IS APPROXIMATE.HECONTRACTOPONSLLEFO VERIFY THEE TOTRCELOCNTION,OEPH,SUE,LINE, 1. STANDARD SYMBOLS AND LINE TYPES ARE BROWN IN THE LEGEND.SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON HE PUNS. AND GRADEEEXISTING UTILITY CONNECTIONS PRIORTO CONSTRUCTION.HE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES WETO SS SVC PROPOSED GRAVITY SAN SEWER SERVICE FAILURE R GRADE LOCATE LNG PROVIDE PROPER PROTECTION WHEN LOCUTION IS KNOWN. EXISTING FIRE HYDRANT _ 2. IN GENERAL EXISTING STRUCTURES AND FACILITIES ARE NOTED AS'EXISTING'ANDARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES _.FM SS FM- PROPOSED PRESSURIZED SAN SEWER SERVICE ARE SHOWN IN HEAVY LINE WEIGHTS, 2 LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND HE UTILITY COMPANY PROVIDING SERVICE.ANY PROPOSEDADJUSTMENTB TO DRY UTILITY LOCATION EXISTING WATERVALVE SHALL BE COORDINATED WITH UTILITY COMPANIES -ws�WS- PROPOSED DOMESTIC WATER SERVICE CONSTRUCTION NOTES: EXISTING SANITARY SEWER MANHOLE S. PRIORTO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT ISTO CONNECT TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR FIRE-FIRE PROPOSED FIRE SERVICE STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE,MATERIALS,INVERT ELEVATIONS,AND GRADE. EXISTING STORM DRAIN FACILITIES 1. ALL IMPROVEMENTS ON HIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION DATED APRIL2010(MPrYSS); -UTIL UTIL PROPOSED UTILITY CONDUIT THE CITY OF BOZEMAN MODIFICATIONS TO HE MPWSS;AND HE PROJECT SPECIFICATIONS. 4. HE CONTRACTOR SHALL NOTIFY'THE MONTANA ONE CALL CENTER 6871 qt(8001551J7344 FOR ONSITE UTILITY LOCATION.ALL KNOWN E%/STING UTILITIES SHALL BE MARKED BEFORE ® e EXISTING FIBERITELEPHONE FACILITIES GIGGING. -IRRIG IRRIG- PROPOSED IRRIGATION SLEEVE 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS(OSHA)SAFETY STANDATRDS.IFREWESTED BY THE INSPECTOR,THE CONTRACTOR SHALL ® r4 ® ® O EXISTING ELECTRICAL FACILITIES PROVIDE PROOFEAPERMIT FROM SAID DIVISION. 5. SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION EUTTTIESTOASSURE fi.SFEET(781NCHES)OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER SPECIFIED. 6.5 FEET M EXISTING BUILDING BY MINIMUM COVER CANNOT BE OBTAINED,INSULATION OF BURIED WATER PIPING MAY BE REWIRED. © EXISTING GAS FACILITIES 3. THE ITTSSHCATLLL BE UNDERSTOOD THAT THE RESPONSBCITY FOR PROJECT PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MABE TERIALS ON ORNEARTHE SITE WILL BE ENTIRELY TORED ON THE PROJECT SITE WHERE DHATHOF THE 6. GENERAL CONTRACTOR SHALL HAVE APPROVAL O ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTWTY SYSTEM PRIOR TO INSTALLATION. ------------ EXISTING BUILDING ROOF CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST HE OWNER BY REASON OF AT ACT OF AN EMPLOYEE OR TRESPASSER. ® EXISTING WELL 7. CONTRACTOR TO COORDINATE WIH CITY ENGINEER PRIOR TO CONNECTING TOEXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY BRSONNE. ----_-_----- EXISTING CONCRETE q CONTRACTORSHALLVERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION.ANY DISCREPANCIES FOUND ARE TO BE BROUGHTTOHEENGINEERSATTENTION PRIOR TO r� --- EXISTING TRAFFIC COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES, S. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPART ONLY. --------- ----------_ EXISTING CURB FACE EXISTING CMP CULVERT - 9. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. EXISTING CURB FLOWLINE 5. REFERENCE ALL SURVEY MONUMENTS,SECT CORNERS,iNCORNERS,ANO PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION.ANY MONUMENTS AND CORNERS 10 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED,AS WELL AS HE COST O UNDERGROUND SERVICE CONNECTIONS TO HE BUILDING. ------------ EXISTING RCP CULVERT DISTURBED DURING CONSTRUCTION SHALL BE REPLIED BY A PROFESSIONAL LAND SURVEYOR(PLS)REGISTERED IN HE CITYSTA OF BOZEMAN, _ _ _ - - EXISTING TOP BACK OF CURB 6, APRE-CONSTRUCTION MEETING(As REWIRED)SHALL BE HELDWRH THE GENERAL CONTRACTOR,SITE SUBCONTRACTOR CITY OF BOZEMAN,OWNER AND MORRISON-MAIRLE.INC.PRIOR 11 ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR35 PVC IN ACCORDANCE WIH ASTM D 3034,UNLESS OTHERWISE NOTED. ESD--- EXISTING STORM SEWER MAIN EXISTING PARKING STRIPE TO HE START OF CONSTRUCTION. 12 FIRE SERVICE PONE MATERIAL SHALL BE CLASS SI DUCTILE IRON MEETING AWVIAC751. -ES-- EXISTING SAN SEWER MAIN EXISTING ASPHALT 7, THE CONTRACTOR SHALL NOTIFY HE ENGINEER AND HE CITY,COUNTY,AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF -ESS-- EXISTING SAN SEWER SERVICE SPECIFIC INSPECTION NEEDS DURING HE COURSE E HE WOK.ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO HE AVAIIABILITYOF AN UNLESS OTHERWISE NOTED. EXISTING GRAVEL EDGE INSPECTOR AND APPROVED BY THE ENGINEER THE CONTRACTOR WILL BE BILLED FOR PERFORMED EDDURIGCTION NORMCES AL WORKING ORSIN THE MOST RECENTLY ADOPTED FEES FOR SUCH 73. DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE'IC COPPER FOR SERVICES LESS THAN 4'ANDCLASS SI DUCTILE IRON FETING AWWAC751 FOR SERVICES GREATER I{44N 4, - EXISTING FIBER OPTIC SAID SERVICES. 14. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE ORFITTING. -_---------- EXISTING SIDEWALK 8. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE NCONVENIENE TOHEPDIAENT BUSINESSES. ASE E EXISTING UNDERGROUND POWER PROPOSED BUILDING 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFARASRMAY BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING, 15. DISPLAYED PTHE PIPE PIIPEE LINEAL FES SHOWN ET REFIEC/TS HE DISTANCE FROM ENTR#-MANHOLE TOCETER-0E-MANHOIEONALLOGRAWTY PIPING. ERRAND STORM DRAIN APRLICABLE.HE T EXISTING UNDERGROUND TELEPHONE REMOVING,AND RESTORING EXISTING IMPROVEMENTS SHALL BE SOME SOLELY BY HE CONTRACTORELEVATION _ PROPOSED CONCRETE LAY c c EXISTING UNDERGROUND CABLE PROPOSED CURB FLOWLINE 10. THE CONTRACTOR SHALL ATOLL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE STYE IN 11 SREPOF FITTING!SHOWN ON DRAWINGS SHALL CORRESPOND TOADJACENT STRAIGHT RUN OPIPE,UNLESS OTHERWISE INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE - - ACCORDANCE WIHANYANDALL APPLICABLE LOCAL,STATE,AND FEDERAL REGULATIONS, G G EXISTING GAS LINE 11. THE CONTRACTOR SHA111MMEOMTELY CLEW Up ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITEDONEXISTING STREETS,SIDEWALKS,OR OTHER PUBUC RIGHTS-0E-WAY AND SAME AS SHOWN FOR ADJACENT STRAIGHT RUN EPIPE. PROPOSED TOP BACK OF CURB THE CONTRACTOR SAND WALKWAYS ARE CLEANED ATHEENDE EACH WORKING DAY. IS. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS.MPW.ALLFYOF BOZEMAN MO BENDS EQUAL THE MPWSATERTHAN HAVEMCHAN'DON RESTP DEGREES(22.5°),TEES,AND PROPOSED PARKING STRIPE INSTALLED. -orRr OHT- EXISTING OVERHEAD TELEPHONE PROPOSED ASPHALT 12 HAVING URI10 G DIRKION.ZONE TR�CPRICOF SIGNSTROL SHALL BE BEFRNI BYHECgR AND MINTAINED IN BE REWIRED BY NTH STA�LE REQUCTIONAHEAD'WARN!NGSIGMARETOTOBE INDICATED ON HEHPLANS.BLWKFD IN CONFORMANCE WITH MPWSS,CITY OF BOZEMAN MODIFICATIONS TO HE MPWBS,OR MUST HAVE ECHANICALLY RESTPNNEDJONTB WHERE HP EXISTING OVERHEAD PO 19. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING ANDVALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS P p EXISTING PETROLEUM LINE PROPOSED GRAVEL EDGE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS.FLASHERS WITH CAUTION TAPE ARE TO BE IN WHERE ANY CONSTRUCTION ACTIVITY CROSSES ASIDEWAIK ONPEESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. 20. VALVE BOXES PRE REWIRED FOR ALL VALVES IN A BURIED SERVICE. --EW-- EXISTING WATER MAIN PROPOSED SIDEWALK 13. AREAS ON HESITETO BE GRADED SHALL BE CLEARED MIDI GRUBBEDEALL VI:GETATION AND DEBRIS.THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR GENERALCOMRACTOR SHALL TRENCH FOR DRY UTILITIES(NATURAL GAS,POWER,CABLE.PHONE. DRY UTILITIES BE INSTALLED AS NOTED IN AGfiEEEM(S)WRH HE _-E -- EXISTING WATER SERVICE UTILITY CONT aRcaMPANIEs. GRAPHICAL SIDEWALKJOINT 13.. SURFACE SOILS WITHIN THE LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY HE OWNER OR PROPOSED SAN SEWER CLEANOUTS ENGINEER DEEPER SHIPPING WHERE REWIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER SHALL BE PERFORMED WHEN DETERMINED BY HEENGINEERON THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES,CURB BOXES,AND MANHOLE STOFINALGRAOEUPoNCOMPLETION OF CONSTRUCTION.ANY BOXES OR ------------ PROPOSED ASPHALT GRADE BREAK OWNERS AUTHORIZED REPRESENTATIVE HERE ESTRIPPING SHALL BE REMOVED FROM THE SITEONSTOCKPILED ATALOCATION DESIGNATED BY HE OWNER THE CONTRACTAGEOOR OTHERMSE DISHRBED BY HE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR THIS WORK SHALL BE PROPOSED STORM DRAIN INLET INCIDENTAL DARED OR TEPAYENTWILL NOT BE MADE. • - -4654-- --- EXISTING MAJOR CONTOUR 15, THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES(8'),MOISTURE CONDITIONED TO HE PROPERMOISTURE CONTENT FOR PROPOSED STORM DRAIN MANHOLE COMPACTION,AND COMPACTED AS REWIRED FOR COMPACTED FILL RECOMPACTION SHALL BE APPROVED BY HE ENGINEER PRIOR TO PLACING FILL 24_ HE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT 24 HOURS PRIOR TO BEGINNING ANY WORK. EXISTING MINOR CONTOUR 16. NO STOPPING,PARKING,OR STORING OF CONSTRUCTION MATERIALS IN HE PUBLIC STREETS ROADS RIGHTS-OF-WAY,OR ANY DRIVEWAY IS ALLOWED. -SD-SD PROPOSED STORM DRAIN F7, PROPOSED MAJOR CONTOUR 17. HE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER AND/OR Rp RD PROPOSED ROOF DRAIN PROPOSED MINOR CONTOUR ENGINEER -PERF--PEFI PROPOSED PERFORATED DRAIN PIPE 18 ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER, 19, HE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR HE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ONTHE PROJECT. 20. SUBGRADE,SU54MF BASE,AND SURFACE COURSE C H MPACTIONSHALLCONFORMTOALLAPPLICABLESPECIFICATIONSNOTEDINHEMPWSS;CITYOFBOZEMANMWIFICATIONSTOHE DETAIL AND SECTION DESIGNATION MPWSS;AND/OR E GEOTECHNICAL INVESTIGATION BY ALLIED ENGINEERING DATED MAY,2DU(AWED ENGINEERING JOB NO.12-044). 21. CONCRETE SHALL BE CLASS M4000 UNLESS OTHERWISE SPECIFIED, SECTION(LETTER)OR ON DRAWING WHERE SECTION , 22. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING.WHEN SCORING,ATOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED ANDTO DESTROY AGGREGATE DETAIL(NUMERAL) OR DETAIL IS TAKEN:REGATE DESIGNATION � �� B INTERLOCK FOR SPECIFIED MINIMUM DEPTH. FAA \ DRAWING NUMBER 23. GRADE ELEVATIONS INDICATED BY'XXXX'ONPLANSARE-46M TO PROJECT DATUM HE HORIZONTAL DATUM=LOCAL COORDINATE SYSTEM,VERTICAL DAUM=NAVD 88-2.5 FEET L� WHERE SHOWN X-X 24. SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALLBE4;I MAX UNLESS OTHERWISE SPECIFIED. ON DRAWING WHERE SECTION 25. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE ISACONSTRUCTIONPERMITAPPROVEDBYTHEMONTAWTEPARTMENTOFENJIRMMENTALWALITY(MEO)ORLOCAL OR RECORD Know what's below. GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF.IF THERE IS NOT AN APPROVED PERMIT,THE COMPACTOR SHALL BE RESPONSIBLE FOR OBTAINING f Call before you di( HE NECESSARY APPROVALS FROM MDEO OR HE LOCAL GOVERNING AGENCY. / DRAWING NUMBER(S) DRAWING NUMB E WHERE TAKEN 26. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL- (OR SAME DRAWING) DRAWINGS 2T ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM.RUNNING SLOPE OF 5% PROJECT CONTACT LIST MH MANHOLE SEC SECTION ENTITY FIRM OR AGENCY ADDRESS CONTACT PHONE&EMAIL AEON ABANDON CSP CORRUGATED STEEL PIPE FLIT FLOOR MIN MINIMUM SPEC SPECIFICATION FT FOOT,FEET $Q SQUARE (406)539-2359 AC ASPHALTIC CONCRETE,ALUMINUM CAPCTR CENTER MISC MISCELLANEOUS 121 EAST GRIFFIN CAMMY DOOLEY Cammy.Dooley@nodhvrestem FTG FOOTING .l ry NORTH SQ FT,SF SQUARE FOOT MINIMUM RESTRAINT LENGTHS POWER NORTHWESTERN ENERGY BOZEMAN,MT 59715 ADA AMERICANS WITH DISABILITIES ACT CU CUBIC GA GAGE,GAUGE SC IN SQUARE INCH 53 ADDL ADDITIONAL CU FT,CF CUBIC FEET GAL GALLON NE NORTHEAST CU IN CUBIC INCH NIC NOT IN CONTRACT STA STATION (FOR DR 14 CLASS 200 PVC C-900 PIPE) (406)585-23yi ApJ ADJACENT,ADJUST CULV CULVERT GB GRADE BREAK S$ SANITARY SEWER Pipe Size 270E WEST MAIN STREET LANCE HOWE William.holje@cenluMink.col AFF ABOVE FINISHED FLOOR GFA GROSS FLOOR AREA NOM NOMINAL 10" 16" TELEPHONE CENTURYLINK BOZEMAN,MT 59718 CU YD CUBIC YARD NTS NOT TO SCALE STD STANDARD 6" �� ALT ALTERNATE SVC SERVICE APPROX APPROXIMATE D&L CD&LUB FOUNDRY AND SUPPLY GND GROUND NW NORTHWEST 45°hOfIZ.bend 6 ft. 7 ft. 9 ft. 13 ft. nda 586-1837 GSP GALVANIZED STEEL PIPE NV ON CENTER SW SIDEWALK,SOUTHWEST CHARTER 511 WEST MENDENHALL STREET ANDY MOLENDA amolenda(�caNevisian.con ARCH ARCHITECTURE,ARCHITECTURAL DBL DOUBLE 22,5°horiz.bend 3 ft. 4 ft. 4 ft. 7 ft. BROADBAND CABLE COMMUNICATIONS BOZEMAN,MT 59715 DO OUTSIDE DIAMETER TB THRUST BLOCK ARCP ARCHED REINFORCED CONCRETE PIPE DI DUCTILE IRON,DRAIN INLET HCL HANDICAP ICAP TBC TOP BACK OF CURB 11.25'hOnz.bend 2 ft. 2 ft. 2 ft. 4570,5224 ASPH ASPHALT DIA,0 DIAMETER 22,5°TPA.bend 7 ft. 9 ft. 11 ft. 17 ft. (406)-Opti.m. DIM DIMENSION HOPE HIGH DENSITY POLYETHYLENE OHP OVERHEAD POWER TEMP TEMPORARY,TEMPERATURE 144 QUAIL RUN ROAD TRENT FROST (frost@mt-0pticom.com AVG AVERAGE HORIZ HORIZONTAL PC POINT OF CURVE 11.25°veA.bend 4 ft. 5 ft. 6 ft. 9 It BROADBAND D MONTANA OPTICOM BOZEMAN,MT 59718 BC BUILDING CORNER DIR DIRECTION PI POINT OF INTERSECTION TRA TOP SI CONCRETE 16'Tee 79 ft. DTL DETAIL HP HIGH POINT TRANS TRANSITION BFF BELOW FINISHED FLOOR HT HEIGHT PL PROPERTY LINE TW TOP OF WALL a 8"Tee 40 ft. RICKHIXSON (406)582-2280 BF BOREHOLE DWG DRAWING PRELIM PRELIMINARY F 16'x 8"Tee 35 ft. CITY CITY OF NG DIVAN 20 EAST OLIVE STREET CITY ENGINEER) dTizso @bozeman.net E EAST HWY HIGHWAY TYP TYPICAL 21 ft ENGINEERING ENGINEERING DIVISION BOZEMAN,MT 59715 BLDG BUILDING PROP PROPERTY BILK BLOCK EA EACH,EDGE OF ASPHALT HYD HYDRANT PT POINT,POINT OF TANGENCY UG UNDERGROUND c 16"X 6"Tee 39 ft. (406)582-2289 EC EDGE OF CONCRETE ID INSIDE DIAMETER UTIL UTILITY (� 10"x 8"Tee SARAH ROSENBERG BM BENCHMARK PVC POLYVINYL CHLORIDE VERT VERTICAL 10"x 6"Tee 26 ft. CITY PLANNING CITY G DEPARTMENT N 20 EAST OLIVE STREET SRosenberg@bozeman.n BRG BEARING EG EDGE OF GRAVEL,EXISTING GROUND IMP INVERT ELEVATION PVMT PAVEMENT 8 ZONING PLANNING DEPARTMENT EOZEMAN,MT 59715 gW BOTTOM OF WALL EJIVV EAST JORDAN IRON WORKS IN INCH RACET ROAD APPROACH CULVERT END VOL VOLUME 8"X 6"Tee 2$ft. EL,ELEV ELEVATION INSUL INSULATE TERMINAL VPD VEHICLES PER DAY 16"X 10"R43ducer 50 ft. CHK CHECK TNT INTERIOR $2 ft. WATERS CIN OF BOZEMAN 121 NORTH ROUSE AVENUE (SUPERINTENDENT) jalsfon(aTbozeman.net ELEC ELECTRIC,ELECTRICAL R,RAD RADIUS W WEST 16"X 8"Reducer SANITARY SEWER WATER 8 SEWER DIVISION BOZEMAN,MT 59715 CI CASTIRON INV INVERT CIPC CAST IN-PLACE CONCRETE ENGR ENGINEER LpT LATITUDE RC REINFORCED CONCRETE W/ WITH $"X 6"Dead End 19 ft. EP EDGE OF PAVEMENT RCP REINFORCED CONCRETE PIPE W/O WITHOUT Deed End 34 ft. 45 ft. 55 ft. 84 ft. 2880 TECHNOLOGY BLVD W (406)m7A721 CIRC CIRCULAR LF LINEAR FEET ENGINEER OF MORRISON-MAIERLE,INC. PO BOX 1113 MATT EKSTROM mekslromQm-m.net CL CENTERLINE EXC EXCAVATE RD ROAD,ROOF DRAIN WL WATERLINE CONTENT BOZEMAN,AT 59771-1113 EXISTING LONG LONGITUDE,LONGITUDINAL CMP CORRUGATED METAL PIPE EX LT LEFT REF REFERENCE W WATER READ REQUIRED OUSEL WATER SURFACE ELEVATION 2880 TECHNOLOGY BLVD W (4 6)587-0721 m-n CMU CONCRETE MASONRY UNITS EXT EXTERIOR LVL LEVEL WV WATER VALVE CHRISTINE PEARCY Dpeany@mHn.net CO CLEANOUT FD FLOOR DRAIN RT RIGHT ENVIRONMENTAL MORRISON-MAIERLE,INC. PO BOX N,M MATL MATERIAL wW RIGHT-OF-WAY XFMR TRANSFORMER BOZEMAN,MT 58771-1113 COB CITY OF BOZEMAN FDN FOUNDATION MAX MAXIMUM FES FLARED END SECTION S SOUTH YD YARD (406)dsStu io COMB COMBINATION MDT TRANSPORTATION DEPARTMENT OF SAN SANITARY PROJECT BOZEMAN, Valley Commons Dr.Suite 11 KIRA OGLE kira@legendsstudio.coi CONC CONCRETE FET FLARED END TERMINAL TRANSPORTATION LEGENDS STUDIO,INC. gOZEMAN,MT 59718 FF FINISHED FLOOR SCH SCHEDULE NOTE: ARCHITECT CONN CONNECT,CONNECTION MECH MECHANICAL FOR ABBREVIATIONS NOT LISTED,CONTACT THE COORD COORDINATE FG FINISHED GRADE MFD MANUFACTURED SD STORM DRAIN ENGINEER. Cp CONTROL POINT FHYD FIRE HYDRANT MFR MANUFACTURER BE SOUTHEAST PROJECT NUMBE Cpp CORRUGATED PLASTIC PIPE FL FLOWLINE 7� A D DRAWING NOTE DRAWN BY: MEE 2605.025 ENGINEER:MEE P.E.NO.:10853 DATE:08/23/19 ORD DRAWING HAS BE EN CATRON CROSSING SUBDIVISION SHEET NUMBEF REVISIONS PARED,INPART,BVDSGN.BY: MT 2VERIFY SCALE! EY DATE MATIONPROVIDED BYNO. DESCRIPTION Morrison Q 2680 Technology Blvd West .THE ENGINEER HAS NOT APPR.BY: BOZEMAN DRAWING NUMBFTHESE PRINTS MAY BE REDUCED. Bozeman,MT 59718 THEAGCURACYANDIORLINE BELOW MEASURES ONE INCH PLETENESSOFT HIS DATE: OB/2018 /^- ONORIGINALDRAWING. ` 406.587.0721 ATION INALLINSTANCEB G 1 LL NOT BE RESPONSissIBLE QD R�nEwGENERAL NOTES,LEGEND&ABBREVIATIONSMaierle ® vnxw m m net Y BE INCO PRVATE NASAYEINCORPORATED AS BY: SULTOF INFORMATION DATE: MODIFY SCALE ACCORDINGLY! engineers surveyors-planners-scientists COPYRIGHT®MORRIBON-MPIERLE.INC..21119OVIDED BY OTHERS. N12605W251ACADI.SHEETSMRECORD DRAWINGS\C0I0 GENERAL140TE5+LEGEND+ABBREVIATIONS REC.DWG PLOTTED BY:CODY PARLEY ON Sep/232019 STA4.82.31-1&WLT N \ \ SEE SHEET R.2 NEW48'10 COMBINATION STORM DRAIN MANHOLE&INLET M-0I-C TBC=4649.0272 v• GRATE 0 FL=4648.5741 A 1Y HP STORM INV IN(NE)=4645.1123 �(L 12'HP BTORM INV IN(SWI=1645.1123 p STA3.TOM-50.68'LT 15'HPSTORMINVINISEH:4644.8654 NEW48'O STANDARD STRAIGHT WHIP STORM INV OUT(NW)=4644.5873 " STORM DRAIN MANHOLE#"I SUMP=4842.5B73 STORM DRAIN PIPEP-1-E Know what's below. INTERSECTION DETAIL =18.19341F(.M LF BID ON CURVE DATA Call before you dig. 1Y HP STORM PIPE \ \`••. 2 STUB 11461 \ -r/ �• H Q R=175.00'I L=240.73'I A=78=48'53" r ° PC=2+64.41 1 PT=5+05.13 PROPOSED POWER AND \ (� 1 Z- COMMUNICATION 1 1 ''�' _' a� P 1SHEET \ =1 .74.949IPT9866.66 3+ 58'43'24' RECORD -Z UTILITIES(TYP.) \ -t SEE SHEETSD.1 DRAWINGS / .�/ - / DRIVE APPROACH PER C.O.B.STD.DWG.02529.13. � O 24'WIDTH TBC-TBC INSTALL 350 UP \\ \ ALL WEATHER GRAVEL \ ACCESS ROAD ry6E O BTMBINATI.18.50 RT e� ate D-2 STA 7+W.34-78.50 LT NEW48MANHOL&INLE M-014) S NEW 80'O COMBINATION STORM �l ! �,O DRHN MANHOLE d INLETMI-01-0 �\ y / `(� Q' DRAIN MANHOtE 81NLET MOtE (� TIC=1819.0272 �� GRATE @R. 464&5741 TBC=4817,/329 1Y HP STORM INV OUT(SM 4645.7000 \ SUMP=1843.7000 , T• STORM DRAIN PIPE P-1-F STORM DRAIN PIPE P." b AB:ACCESS •29.3869 LF(r33 IF BID OTY) :17.6741 LF(r2)LF BID OTII EXISTING ASPHALT TRAIL _�-1Y HP STORM PIPE \ NOT BUILT 111 HP STORM PIPE £' ` f?l s2.0000%SLOPE PE STUB 114643.7I9 � E� \ s STA 0+37.34 BEGIN CONSTRUCTION \ B o 126j5 STA 7+W.34-18.50'RT \ \\� S9 NEW48'O COMBINATION STORM MATCH EXISTING ASPHALT \ SAW CUT AND TACK EXST.AC. \ DRAIN MANHOLE yh . 11 1/1 GRATE @ R. 460.9798 i r \ ll.•.�/ fY HP STOfUA INV OUT(SMUMP 4642.20W J 7� \ SUMP=45122060 SEE SHEET SEA STA 8-87.62-8.9T LT NEW W O STANDARD STRAIGHT INTERSECTION DETAIL \ / O/L STORM DRAIN PIPE P-1J STORM DRAIN MANHOLE pM-03 / x2.8875 LF(.M LF BID OTY) RIM=4649,4749 ALL WEATHER GRAVEL 12'HP STORM PIPE STA 8-M.34.6.94'LT `\� R-3 ♦ _ �J� ACCESSROAD a}zai %SLOPE \`NEWITOSTANDARD STRAIGHT V � STORM IN�MANHOLE pM-02 �- M 4648.3 D-2 AB:ONLY BUILT THIS STREET A ACCESS ROAD 35'TBC-TBC 50 25 0 so 100 4665 Eli SCALE IN FEET VPI STA=1+50..8 VPI TA=9+12.01 4665 VPI K=98.8651.84 D-1 VPI EV=4650.04 5 2.5 0 5 10 K=98.87 L=200.00' =48.15 HIGH POINT STA=2+00.56 1=110.18, VERT.SCALE IN FEET 4660 Nq - HIGH POI IT STA=9+24.32 o 4660 p A m N 0 Q 'I O N o V H� CS oi PROPOSED Qq < 4n W EGRA AT CENT s 4655 11 I II II m y l N 4655 F f Iu I- Q W - Q W W W N 1.5 4650 4650 -0.83% 1. PTA EXISTING GROUND -0.50% 0.50% --- - � � � _ AT CENTERLINE 1135.03 LF 15'Hp STORM pIpE g 1 OS% 4645 18.98 LF 18' STORM IPE 0.6927% ` 24,NP ORM PIP 4645 EXISTING 24"RCP 96.05 LF 24"HP STORM PIPE 0 .391F @ 21145% CULVERT (g 0.3000% q 4640 II EXISTING TRIPLE F RCP ARCH r '^�O m CULVERTS m F �'! 4640 EXISTING 27" o L�i� w' •w^ N "��z i= 4835 SEWER MAIN max zo �9' Paz 'G>,zzzo o�S Glzzzo o � � 'o ,�Fi zi w mzz zm ezzzz� J mzzzm z 4635 2 c o o `-'x o `" x ¢ o iR z rc¢ .,IS EE m APPROXIMATE LOCATION OF m Nm o� o� $ez�LL0000� DOO 2 SS m m��a =Nt~/I t�/1 a Y�Z �InNN a S n I-/J 00- �m�� M K� �~~~m P - m SANITARY SEWER MAIN CROSSING TOP OF SANITARY SEWER=±4643.037 xxx� ai�c2 gaxxx x� F3 �xxx� az:o ?� _ e b _ BOTTOM OF STORM DRAIN=t4645.787 4630 �'z"¢ m" �'z f o t2 t^m`�""' `�" 4630 VERTICAL CLEARANCE=N2=±FT 64 P w 5 6 < 6 q Cd 4 Y 4 4 4 V Y Y 4 Y 4 CI (7 (D C) t7 c7 U' c9 c7 c7 U' LL c7 (7 CD L7 C7 0 LL (D L9 CI C9 W LL W LL W LL W LL W LL W L. W W S. W A. W LL W W LL W LL W LL W LL W LL W LL W LL W LL 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+96 VERIFY SCALEI REVISIONS ENGINEER: P.E.NO.: DATE: RECORD DRAWING NOTE DRAWN BY: ES NO. DESCRIPTION BY DATE THIS RECORDDMWWG HAS BEEN CATRON CROSSING PROJECT NUMBER THESE PRINTS MAY BE REDUCED. PaFPAREG,IN PART,BY DSGN.BY: ES 2605.025 UNIESELOW MEASURESONEINCH 2880 Technology Blvd West INFORMATIONPROVIDED BY ROADWAY/STORM DRAIN IMPROVEMENTS ON ORIGINAL DRAWING. .� Morrison OTHERS.THE ENGINEERHASNOT SHEET NUMBER Bozeman,MT 59718 FRO. THE ACCURACY AND,OR APPR.BY: TEE BOZEMAN MT 3 • w COMPLETENESSOFTHI9 M a i e r e Y 406.5870721 NFORMATIONINALLINSTANCES DATE: 062018 ® AND SHALL NOT BERE6PoNSIBLE DRAWING NUMBER MODIFY SCALE ACCORDINGLYI ww.m-nI FOR My ERRORS ON OMISSIONS O.C.REVIEW STREET THAT MAY 9E INCORPoRATEO AS By; R.1 N:�2805t0251ACADISHEETMIRECORD DRAWINGS%2605025-R.1-AVE X_REC.DWG PLOTTED BY:CODY PARLEY ON Sep/2312019 engineers surveyors planners scientists COPYRIGHT®MORRISON-BWERLE,INC.,x018 A RESULT OF YFORM4nI DATE: I I / CURVE DATA Tac= / Q i R=152A0 I L=71.43'1 A=26°5F24" 7T HP STORM PIPE I$W PC TBC TBC 50.15 / A n Ay'+ • = INV=4646.6865 "ti o PC=3-92.191 PT=4-63.30 50.08= H Lo I I 60.35 50.28 TBC• I 1 R=150.W I L=33.93'1 A=12°5T40" _ / 50 B STOR .18 PC=6+23.61 I PT=6+57.54 M DRAIN PIPE P-1C I _ TBC s78.193/ (s201F BID OTY) 12 HP STORM PIPE TBC= @ x1.000D%SLOPE p 50..03 :. 50.11 5 P / TBC '93 50.01 NEW 48-B STANDARD STRAIGHT 50.21 : 49.97 49 Gjv / A: STORM DRAIN MANHOLE 0F01 SW I 49.92 p54 2 RIM=4650.7344 .. 12'HP STORM INV IN(E)=4646.5045 �� I TBC TBC- f CO 7H S STORM IN'ORM INV V (NM 46465587 / 15'HP HP IN(S" 46462587 49.56 SUMP-4644.E-I ISW= TBC PC= 5021 / TBC= �J 50A2 50.26 50.15 STORM DRAIN PIPE P�7A S�C�� � / I O s75,38S91F(x19 BID - / 1 12'HP STORM PIPE PROPOSED POWER AND @ s2.0000%SLOPE / COMMUNICATIONS UTILITIES PP.) TBC= ��- - TBC- 49.61 STREET B 50.41 TBC= SODS 49.80 SEE DETAIL o TBC / f D-1 50.19 FIE = 7 i e g9.yq ' STA 6+45.75 s ' END TYPICAL SECTION. EAST SIDE CURB SLOPE ` / ,}�/ DECORATIVE CONCRETE PER DETAIL i,THIS SHEET. NEw48 efAMBINAHON STORM I I / I CROSSWALK SEE DETAIL OAN MANHOLE&INLET NI-DI-B I // WITH EJMI 7030 Zi FRAME&7030M6 GRATE (TP) 4 � I TBC=4650.4937 'V �_ D-1 IE)GRATE @ FL-465D.0354 I - p I Z'HP STORM INV IN -4646.9123 ,':,� � / STA 3+31.16 12°HP STORM INV OUT(W))=4646.8123 976! ` :W O% TBC �, R15.00' BEG IN CONSTRUCTION suMP=4844s123 I ` ` MATCH EXISTING ASPHALT 0`4e41°e = AND CONCRETE STORM DRAIN PIPE P-1-A 146 60' S TR A. ni �� 49.88 s25.3869 LF(s29 LF BID OTY) t ET a TBC- 1Z HP STORM PIPE INTERSECTION DETAILS B 49.87 a x2.00D0%SLOPE j SEE DETAIL �;I SN'_ NEW 48'0 COMBINATION STORM R24952 TBC- h DRAIN MANHOLE&INLET"1-A I V WITH EJ17DO30 ZI FRAME&7030MB GRATE 49.95ro m O TBC=4650.6563 i GRATE @FL=4650.1980 AS i i % \ R15. 1Y HP STORM INV OUT(W)=4647.4200 SUMP=4645.4200 >js N b5 FL as n o 49A2 TBC PC= 50.16 --- " AB:BASE WAS LAID 0 - -- -- g 1 I i INSTALL DOUBLE GU ER SEE IN THIS AREA BUT�p4I 1 \a \r - _ IT B STD DETAIL 025T 1(TYP.) / TBC= I I .: I I \ C. - o7q ' y 3.50' FL= 50.05 WAS NOT PAVED I CATRON CREEK r _ o FL - ° 100' 49.95 I = 50.13 / 6s - TBC PC= 60.56 FL= / TYPICAL DOUBLE GUTTER DIMENSIONS \ 50.14 0 _ - 4665 STREETB 4665 I �C= 4 FL_ B z� 50.5E / TBC= FIE WAS L `m 50 25 0 50 100 50.60 50 f TBC . 2 15 - D-1 4660 5 2.5 0 5 10 50.77 / R15.00' TBC= - - � �o HORIZ.SCALE IN FEET TBC- / 50.19 4660 N W PROPOSED FINISHED m�, 50 70 TBC PC- R15.001TBC= GRADE AT CENTERLINE 4n u Y " VERT.SCALE IN FEET 50.64 6071 N ¢ TBC PC= / � 4855 4855 UTILITY CONDUITS(T 50.69 P.) / TBC= -0.8 50.64 _ D-1 TBC_ / = 50.90 4850 4650 / TBC= EXISTI G - 50.82 I GROU D I D 1 � INSTALL PEDESTRI AN RAMP RECORD SEE DETAIL(TYP) 4645 4645 DQAWINGS PROPOSED STREET LIGHT I _ GND IN ROVIDP'C.Oo AND PULL BOX 4 PROVIDE 24110CU A 1-R10 CU GND IN 2" 4640 4640 C.O.BETWEEN METER AND PULL BOX. CONNECT TO 20AI2P BREAKER METER PEDESTAL ASSEMBLY -- METER PEDESTAL.SEE DETAIL ON EA 4635 �p 4635 2ws O t�0 P N N V O P tD N 2Wn` ai ri N N n o A COORDINATE WITH UT TO ROUTE M • m "$ w � 2'C.O.TO NEAREST TRANSFORMER. LL y ; 0 INTERSECTION DETAIL W W LL W LL W LL W LL W LL W LL W LL W LL W LL W SCALE:1^=10^ Know what's below. 3+00 4+00 5+00 6+00 7+00 8+00 CBI before you dig. REVISIONS ENGINEER:MEE P.E.NO.:10853 DATE:08/23/19 RECORD DRAWING NOTE DRAWN BY: ES CATRON CROSSING PROJECT NUMBER VERIFY SCALEI T41S RECOROORNWNG HAS BEEN 2605.025 NO. DESCRIPTION BY DATE PREPARED,IN PART,BY DSGN.BY: ES ROADWAY/STORM DRAIN IMPROVEMENTS SHEET NUMBER THESE PRINTS MAY BE REDUCED. 2880 Technology Blvd West INFORMATION PROVIDED BY Morrison OTHERS. HE ENGINEER HAS NOT Q LINE BELOW MEASURES ONE INCH ■. BOZemen,MT 59718 APPR.BY: TEE gOZEMAN MONTANA ON ORIGINAL DRAWING. VERIFIEDTHE COMPLETENESS OF THIS I OR COMPLETENESSOPTiS DATE: 06/2018 406.587.0721 AND SHAAUHOT BE RESPONSIBLE DRAWING NUMBER MODIFY SCALE ACCORDINGLVI M a i e rl e ® www.m-m.net FORTHAT MAYBE INCORPORATgED AB O.C.REVIEW STREET B R BY: ' `•2 N:1260MD2SWCAD\SHEETS\RECORD DRAWINGSU605025-R.2 REC.DWG PLOTTED BY:CODY FARLEY ON SaP/23/2019 engineers surveyors planners scientists COPYRIOHTm MORRISONIMIERLE,INC.,2(110 ARESULT OF IN FORMATION DATE: D BYO HE 7g STA 2+03.00 _ ST I 1 T .�� O/S 0.00 3.00% TB HPCL= 4651.46 14651.23 - STA1+98.31 STA1-98.31 STA1+99.14 LEGEND STA 1*98.98 0/S 23.91 LT O/5 20.16 RT OIS 33.64 RT OIS 37,41 LT PI EA= EA= SW= - ...,,\ o PISW=i .i 4651.71 �- -- 4651.18 Q1 -- 4-----___ _- ' 46�1.40 - - CATCH CURB&GUTTER STA 1+98A1 STA t+9B.31 STA 1+90.00 STA 1+90. 0125,91 LT 0/S 0.00 OIS 34.20 RT CIS 1+907.1 Ls. PI TBC= STA 1+90.00 CL 'SW SPILL CURB 8 GUTTER yH d OIS0,00 4651.54 CL= 4651.46 STA 1+90.00 465143 - - LAYDOWN CURB&GUTTER 4651.78 O/S 22.67 RT STA 1+80.00 STA 1+90.00 4651.45 TBC= IO/S 34.81 RT _��-- _ OIS 25.91LT SW= _ CURB&GUTTER TRANSITION v TBC_ 465125 46 1.44 -� 4651.59 STA 1+80.00 STA 1a80.00 EXISTING MAJOR CONTOUR _ i _ STA 1+80.00 O/S 0.00 C/S 2328 RT ' STA 1+80.00 CIL TBC OIS 37.41 L _ • / EXISTING MINOR CONTOUR ; OIS 25.91 LT 4651.43 4651.27 - TBC TA 1+ .6 4651,80 461S3 W STA 1+674 09O 015 23.60 R RT _ S = PROPOSED MAJOR CONTOUR W STA 1+70.00 PT TBC= J. O/S 0.00 4651.27 -s.5 STA 1+63. STA 1163.73 F-• CL= 5T 1 0. -�� __ PROPOSED MINOR CONTOUR OIS37.41 L 35. ss OIS 2391 LT (n 4651.40 STA 1+70.00 ,.' S as 0 \_ HPSW= HP EA= O/S 23.92 RT - BS-BB EXISTING ASPHALT SURFACE 4651.82 4651.27 STA 0+6.73 POC TBC STA 1+B0. __ ___+63.73 -- 4651' ___ 4651.28 Bs s STA 6.33 W� / 01537.41 STA 5.9173 _, OIS 3 EXISTING CONCRETE SURFACE CIS HP TBC L�B 37 0/S 0.00 ANDARD DUTY STA POC SW HP TBC- 4651.d5 4651.82 as SYs14�1+60.00 1�p.00 ASPHALT PAVPROPOSED TEMENT SURFACE Bs .,.: CL= olS 24.7 _- R412.00' - _ - ------ 4651.36 POC 17 STA 1+50.00 - - _ PROPOSED CONCRETE SURFACE STA 1+W DO : - SIA 1a51 LT 4651.27C 018 POC S 46 RT _ 01S 37.41 LT 0/S%.91 LT POC SW 4642.0G- - 50.00 �_....� 4651.81 ^..=.' S651.63.00 o TA01+o.00 i STA 1558 4651.43 - T STA 4651.31 POC TBC ,] POC TBC STA 1+40.00 STA 1+31.14 STA 1+ . TBC CL - 0/51'L3.03 LT _ EX 31'z51" STA 1+40.00 STA 1+40.00 _ ARCP FES INV= OIS Ots0.60 O/S27.22RT 4651.26 IO'S38.85RT �; - ABBREVIATIONS: ±4645.91 \ POC SW � _ STA+40.0 I 4651.6D 4651.25 4fi51.24 � 'I 14651.41 - AC = ASPHALT CONCRETE SURFACE 0/S 37.41 T STA 1+30,00 76a, CL = CENTERLINE _ > O/S 25.91 LT ��0 STA 1+30.00 STA M30.150 STA 1+23.65 EA = EDGE OF ASPHALT STA 1+20.96 �! A TBC-�51•� ` O/S 28.82 RT 015 40.49 RT - 01563.66LT POC TBC P� 01580.10 RT EX EXISTING 465121 46 1.3 i I EX 31'z51' FES = FLARED END SECTION EX 40'x65' 11 ARCP FES INV= FL = FLOWLINE ARCP FES INV= I STA 1+30.00 t4644.45 _- .SW= OIS0.00 STA 1+20.00 T 1+2p.p0 t4643.92GB = GRADE BREAK CL= 015 30.67 RT S 2.40 RT: 465117 = OCSW- HP = HIGH POINT 4651.17 51 STA 1+13.53INV = INVERT I 0,S 79..RT LT = LEFT 4651.64 STA 1-20.00 STA.1+20.00 EX 40'x65' O/S = OFFSET/SIDE O/S 25.91 LT 0/S 0.00 STA 1+0825 S A 1-10.81 ARCP FES INV= PC = POINT OF CURVATURE + TB = CL= STA 1 C t4.2..1 07.80 O/S TBC RT 0 4489 RT / PCC - l� POINT OF COMPOUND CURVATURE y ATURE OIS 37.41 LT 4651.47 4651.09 POC TBC ,' POC SW I GB= POC = POINT ON CURVE •STA1+10.87 % SW= 4651.13 _-- 46 1.30 STA N06.19 _ O/S 64.46 LT 4651.53 ` 018 45.47 RT PI - POINT OF INTERSECT EX 31'z51'. _ -- - -- --- - -- ----------------- --- -- _ PCC SW= PT = POINT OF TANGENCY I� - ARCP FES INV- STA 1+07.80 4as0 STA 1+07.80 651 21 STA 1103.99 = - _ - 464700 •/ STA 1+05,4D _ O/S 0.00 � O/S 3123 RT OIS 79.86 RT RC REINFORCED CONCRETE PIPE :,' ±4645.92 O/S 37A1 LT '., STA 1+07.80 CL, POC EA= '.. _ EX 31N51' RT P = RIGHT R 4 PT SW= O1S 25.91 LT 465098 q� 4651.49 p7� ARCP FES INV= y SW = SIDEWALK - FIT T T = {J STA 010.90 t4613.82 TBC = TOP-BACK OF CURB - -46 OO-- - y,•. 4651.36 STA 1+00.00 R412.00' _ 0/S 5 RT R25.00' ` 0/S0.00 �a PRC2 = `� = STA 0 P1 -4849d14- R135.00 CL OIS 37.713 2.5g.78 RT l., i50.94 - - - I- - sTAo+soap14650.89 POCTBC= o+gga3 ,4600 NOTES BY SYMBOL: STA 0-87.76 ". IS . . R .i' STA .. OIS 44.83 LT 0 27.09 LT STA 0+90.00 4650.85 .1 - D/S 57.21 RT AB.SIDEWALK - 1----�- - � - AB:SIDEWALK POC TBC= 0%0.00 STA 0+83.88 PC SIN EA= CONTINUES AND THIS PEDESTRIAN RAMP-RETURN CURB STYLE PRC SW= 4651 30 I CL= O/S 39.84 R O/S 52.23 RT. 4650.74 AREA O REFER TO DETAIL 3 ON SHEET D.1 CONTINUES AND THIS 4651.18 TBC/PC SW' AREA IS NOT PAVED R15W STA 0-78.47# 4ssD.78 POG 76C= -*SjG0 STAO+76.8 0/8 29.13 LT -' 4650.75 +, O/S 49A4 LT PCC TBC= STA 0+84, STA 0+74.82 v IAOs p 0/5 62.19 R O/S 63,06 RT = STA 0+82.29 1 O1S�3.1 T EA- `. EA= t4650.99 STA 0+80.00 0/S 39.22 RT O` 4650.68 0/S 0.00 POC FL= 4660.51 4650.66 STA ONg.9 465 46502g - �\ BC/fA� 9.4.P TBC= POC FL= 4650$5 - REMOVEBRESET EXISTING Z REMOVE 8 RESET EXISTING 1 STA + A6 .28 4650.72 TA 0+77.01 24'RCP FES AND EXTEND t8 LF(MIN) 24'RCP FES AND EXTEND t38 LF(MIN) t4650.99 ' 01 TBC RT / -�-� STA 0+70.00 P TBC SOTA7.63.49 TAO*6fi.92 0/50.00 PCC FL -�, L 62 RT C/533.11 LT CL= 4650.2A -•� RCP FEC STA 0+�.55 __ _. / STA 0+73.49 -- 4�p-- - - __--_--_- -- S INV --M 44333 LT R35.00' POC FL= LTA-D.13 0.52 OIS 42.13 RT 4g48. 4650,65 POC FL- R35.00 STA 0+ - P .51 RT O/S 63.76 R� STA 9.21.68 -4649.00-- ---- __ "-_ - - E T= t4850.8fi 4650.15 STA0+5450 4648.I-r,) I0 SCALE GRAPHIC 10 s o 10 4647.74 _ . PCC TB - O/S 89.21 RT STA 0+66.44 O.OD R60.00' _---- -- - O/S 34.33 LT - STA 8526 464927 (IN FEET) POC t3g.00' POC TBC \iy� 0 4650.37 - OIS6.12 RT - `- I INCH=10 FT � T PC TBC ''s � 4650 16C s + a STA 0+42� PCC E4= 11z17 HORIZONTAL SCALE:1'=20' STA D+40.65 - -- - STA 0 42 50 _ R75.00' -",:. 4651.18 0 .O/S 25.00 R STA 0-49.69 STA 0+40,46 O/S 100 DO LT - - STA 0+52.64 STA 0+50.00 O/S 146.82 LT - B AC= 4649.78 O/S 89.41 RT PC TBC-- -4654 - - - - 5 TBC L7 CIS 0.00 ate., MATCH EA= 4651.16 k--r\20.pp 46514 - IA9 R1280.52� 465021 ___4649-87- 34649.39 4 .. __ -- STA 0 75 STA O�46.OIS72 - STAO+gg79 O/S 75.ODR STA 0+38.65 �__________ �- MATCH AC= ___ _______________�-__`_�__________ --� OaBACWR GSAC= 14649.46 RECORD O/S 146.D1 LT 3.00 STA 0+37.34 _ �495° DRAWINGS MATCH EA - GB fig _ 3TA 0+40.35 OIS 0.00 - - , o t4651.21 R1283.52 O/S 0.00 CL/MATCH AC= - STA D+37.4D STA 0+37.37 STA p+37.88 - -- - STA 0+35.65 O/S 100.00 LT O/S 75.00 LT O/S 50.00 LT STA 0+38.87 GB AC I CL= _ ±4650.13 .IS 147.05 LT GB AC= GB AC= GB AC OB 25.00 LT �`�� MATCH AC= 4650.84 4650.65 4650A5 GBAC= 3465C29 4sso.2a EAST VALLEY CENTER ROAD Know what's below. Call before you dig. REVISIONS VNTSMACALEI ENGINEER.MEE P.E.NO.:10853 DATE:08/23/19 RECORD DRAWING GHASSE DRAWN BY: ES CATRON CROSSING PROJECT NUMBER 025 NO. DESCRIPTION BY DATE TNIS RECORDOMWING HAS BEEN THESE PRINTS MAY BE REDUCED. PREPARED.IN PART,BY DSGN.BY: ES 260NUM Morrison 2880Technology6NdWest ROADWAY IMPROVEMENTS LINE BELOW MEASURES ONE INCH Q OTHERS.THE ENGINEER HAS NOT SHEET NUMBER ON ORIGINAL DRAWING. Bozeman,MT 59718 'IFIEOTHEACCURACYANDIOR APPR.BY: TEE BOZEMAN MONTANA 5 COMPLETENESS OF MS M a i e r e 406.587.0721 NDSHA HOTBELLINBTPNCES DATE: O6Y2018 MODIFY SCALE ACCORDINGLY' ® WWW.m-m.net FOR PNYyF ORS ON OWSIONS O.C.REVIEW STREET A&EAST VALLEY CENTER ROAD DRAWING NUMBER THAT MAY BE INCORPORATED AS BY: INTERSECTION DETAIL R.3 N:12605W25ACADISHEETS9IECORD DRAWINGS1260502SR.3_REC.DWG PLOTTED BY:CODY FARLEY ON Sepl23/2019 engineers surveyors planners scientists COPYRIGHT*MORRISON-MAIERLE,INC.._Ii SU ARELTOFINPoRMATION DATE: PRONDEp BY OTHERS. 2'OR 2-10 SQUARE PERFORATED GRADE 50 STEEL POST 7116'DIA HOLES SPACED ONE INCH(I-)ON-CENTER SHIMS ARE NOT TO BE USED NOTES BY SYMBOL: FASTEN POST TO ANCHOR WITH 5h6'STEEL O STREET A STA 0+84.65-31.4'LT (STAINLESS OR ZINC PLATED)CORNER BOLT, 1 INSTALL NEW POST MOUNTED SIGN ASSEMBLY FLAT WASHER,8 NUT(SEE NOTE 2 BELOW) (2)WA-1•E VALLEY CENTER RD(48'x 1T)WITH GREEN BACKGROUND GROUND (2)D3.1-2-"STREET NAME TBD'(SIZE TBD)WITH GREEN BACKGROUND LEVEL R1-1(36'x 36") T(MAX) REFER TO DETAIL I ON THIS SHEET FOR POST INSTALLATION 4 NOTES: 1. STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED O STREETASTA i+ T INSTALL NEW POSSTT M MOUNNTEDTED INSERT SIGN POST WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT. O SIGN 1W INTO ANCHOR 2. WHEN FASTENING POST TO ANCHOR,INSERT CORNER BOLT HEAD FROM OPPOSITE DETAIL 1 ON THIS SHEET FOR POST INSTALLATION REFER TO D R7.1DA(12'x18') SIDE OF EXPECTED IMPACT.INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR 2.112'OR 3"SQUARE, ppDITIONAL STABILITY. NON-PERFORATED O STREET NEW POST'MOU TED STEEL HEAVY DUTY 3. ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS INSTALL NEW POST MOUNTED SIGN AN OPTION AS APPROVED BY THE ENGINEER. R7-IDA(IT x 18') BREAKAWAY ANCHOR 2-6, REFER TO DETAIL I ON THIS SHEETFOR PST INSTALLATION CONCRETE FOUNDATION STREET ASTA 1+9 O (CLASS M-3000 MINIMUM SUPPORT AND CORRESPONDING ANCHOR TMOU 4 INSTALL NEW POST MOUNTED SIGN 81'DIA x 2W MINIMUM) R3•BH-LT+RO(36'x 30') SUPPORT ANCHOR REFER TO DETAIL I ON THIS SHEETFOR PST INSTALLATION TUBE WALL TUBE WEIGHT WALL O STREET A STA 2+88.80.19.6'RT NATIVE GROUND SIZE WEIGHT THICKNESS SIZE THICKNESS 5 STREET`A'SIGN-SHALL HAVE WHITE INSTALL NEW POST MOUNTED SIGN 0.105 0.188' LETTERS ON GREEN BACKGROUND R7.1 DA(12"x 18') T X T 2.42 LB/FT (12 GAUGE) 2-l/T X 2-11T 18.4 US I EA (7 GAUGE) (EXAMPLE TURBULENCE LN) REFER TO DETAIL 1 ON THIS SHEET FOR POST INSTALLATION 0.105' INSTALL NEW POSSTT MOUNTED SIGN LT 0.188' STREET'B'SIGN-SHALL HAVE WHITE STREET A STA 2 O 2-1Y7 X 2-11T 3.14 LB/FT (12 GAUGE) 3'X 3' 23.0 LB I EA (7 GAUGE) LETTERS ON BLUE BACKGROUND 8 (EXAMPLE FARRAN LN) M R7-1DA(12'z 18') REFER To DETAIL i ON THIS SHEETFOR POSTINSTALLA77ON OSTREET A STA 3+29.53-35.1'LT= STREET B STA 7-29.74.18.8'FIT SSEMBLY SIGN AND MARKINGS DETAIL INSTALL NEW POSTMOUNTEDSIGNE TBD)WIT \1\SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL NTS (2)D3.1-2-'STREETNAME TBD'(SIZE TBD)WITH BLUEBACKGR BACKGROUND (2)03-13-'STREETNAME TBD'(SIZE TBD)WITH BLUE BACKGROUND 11 A 7 SCALE:1/2"=1'-0" RI-1(30'x 30') SCALE:1"=1'-0" REFER TO DETAIL I ON THIS SHEETFOR POSTINSTALLATION STREET ASTA 3+30A9-57.4'LT © = \\\ \N \ INSTALL NEW POST MOUNTED SIGN R74LA(12'x 18') REFER TO DETAIL i ON THIS SHEET FOR POST INSTALLATION \ 9 STREET ASTA 3+50.48-42.4'RT= INSTALL NEW DEAD END 3BARRICADE PER CITY OF BOZEMAN STANDARD DRAWING N0.09810.2 REFER TODETAILI ON THIS SHEET FOR POST INSTALLATION •. �\10 -- � � STREET ASTA\ 3+80.68-58.1'LT=STREET B STA 7+10.45.22.5'LT INSTALL NEW POST MOUNTED SIGN R7.1 RA(12'x l8') REFER TO DETAIL 1 ON THIS SHEETFOR POST INSTALLATION i \ O ''b 6 \ — \N 11 ST� REET S STA 8+2.83.18.5'LRT O = o INSTALL NEW POST MOUNTED SIGN 7s R (30"z GRAPHIC SCALE REFER ER TO DETAILION THIS SHEETFOR POST INSTALLATION L 50 25 0 25 50 12 INSTALL NEW POST MOUNTED SIGN 13 \ (IN FEET) REF7-1 LA TODETI \ 1 IN =50 FT REFER 70 DETAIL 10N THIS SHEETFOR POSTINSTALLATION RT ^ \ O, D ,13 STREET A STA POST MOUNTED `• � 11x17 HORIZONTAL SCALE:i'=100' INSTALL NEW POST MOUNTED SIGN V 11 �B�q o R7-1RA(1Tx18') Z� 3 s 1ry a 0�1y \ REFER TO DETAIL 10N THIS SHEET FOR POST INSTALLATION STREET A STA 9+08.73.20.8'RT o �l 14 INSTALL NEW POST MOUNTED SIGN All � � W11.15(30'x 30")FLUORESCENT YELLOW GREEN BACKGROUND W16-7PL(24'x IT)FLUORESCENT YELLOW GREEN BACKGROUND REFER TO DETAIL I ON THIS SHEET FOR POST INSTALLATION •9 �- / 15 STREET STA 9+25.26-6.3'RT �\ �!�� /� INSTALL NEW DEAD END BARRICADE PER CITY OF BOZEMAN 2 Knowwhafs below. STANDARD DRAWING NO.0981D-2 Call before you dig. REFER TO DETAIL ON THIS SHEETFOR POST INSTALLA TION 'Z6j5 15 gs\ es C,9��, RECORD DRAWINGS RECORD DRAWING NOTE PROJECT NUMBER REVISIONS ENGINEER:TEE P.E.NO.:14769 DATE:08/23/19 DRAWN BY: ES CATRON CROSSING 2605.025 VERIFY SCALEI TWS RECORD DRAWING HAS BEEN NO. DESCRIPTION BY DATE PREPARED,IN PART,BY DSGN.BY: ES ROADWAY/STORM DRAIN IMPROVEMENTSSHEET NUMBER THESE PRINTS MAY BE REDUCED. . Morrison Q 2880 Technology Blvd West INFORMATION PROVIDED BY nnT 6 Bozeman,MT 59718 OTHERS.THEENGINEERHASNOT APPR.BY: TEE BOZEMAN LINE BELOW MEASURES ONE INCH VERiIED THE ACCURACY AND OR ON ORIGINAL DRAWING. COMPLETENESS OF'NTHIS DATE: 062018AND DRAWING NUMBER 406.587.0721 INFORMATM OINALLISMNSIELE ES M a i e r e FORSANYFARORSOROM19310N5 Q.C.REVIEW SIGN PLAN RA www.m-m.net THAT MAY 9E INCORPORATED AS BY: MODIFY SCALE ACCORDINGLY! A RESULT OF INFORMATION engineers•surveyors planners•scientists COPYRIGHTO MORRISON-MAIERLE,INC.,"I' Y DATE: N:\2605W25\ACAD\SHEETSV2ECORD DRAWINGS12605025-R.4 REC.DWG PLOTTED BY:CODY FARLEY ON Sep123/2019 f L'. STORM DRAIN PIPE P-1-0 STORMDRAIN WORK z29 LF 24'HP STORM PIPE BEYOND THIS POINT IS NEW 60'O STANDARD ST 0z1.5600%SLOPE O STANDARD ST W00.0STANDARD ST MDRAIN MAN -04 EW 18'OSTANDARD STR E =z4648.95 M DRAIN MAN MDRAINMAN -06 DRAIN M41 5 RIM=4649.64 E =z4657.80 G =z465,.ae NOT PART OF THIS 24'HP INV =4844.4605 E sA853.84 RIM=4651,]2 RIM=1857.76 RIM=465364 2' ORM INV OUT(NI= 3605 NEW60'05TANOARDLE#M4HT 78'HP ST VI =4848.7823 18'HP INVI 1648,0232 2/'HP INVI 4848.0817 CONTRACT SUMP-464. STORM DRAIN MANHOLE 4M-03 18' MINV OUT(N)= 8823 24' INV WT(NI= 85] 24' MINV OUT(N)= 877 RIM=4849.4149 SUMP . SUMP-4fi45' SUMP=4643. 24'HP STORM INV IN(S)=4643.9954 24'HP STORM INV OUT(E)=4643.8V SUMP=4641.8954 i TRM-MH-02 12W--- -12w--- Izw- - "VV - Izw- - -12VV 12W- -12W - ---12w- --1zw - -taw 1 12W--� nswae•0 srN4DARo sT IM:4652.33 4646.19 4648.55 I' RMORAIN MAN IE IN(SE): 648.4518" STORM DRAIN PIPE P-+-N EG =s4654.23 �p�A�.��p " 24SD 21SD ED 24SD 205D SD 24SD 24SD��2/SD 213D z81 LF - - RIM=4114.4] iBSD�iB8 �G•INi0bw ,-.�"A5 DRAINPIPE 24'HP STORM PIPE 18'HP =4649.0021 E OUT(N):4648.35 18" DLF/ B:z.nae%SLOPE / 18' M INV WT(NN1- 9027 GRAIN PIPE pRAIN PIPE P- DRAIN PIPE P RAIN 8 PIPE / SUMP=464. z2-8 z735 LF STORM SANITA A.50% 78'HP G NEW 60'0 STANDARD STRAIGHT y 18'HP PIPE 12-DIP 77 2T PVC O STORM DRAIN MANHOLE MM-02 O %SL %SLOPE z0.Sa% ORM BOTTOM= ORM BOTTOM 24'HP STORM 4650.7 3 2P HP STORM INV IN(B=4642.247 GRAIN PIPE P STRM-MH-04 24'HP STORM INV O T(NE)8422847 I z92 L SUMP HP STORM INV OUT(NE)=4647.7263 78'HP RIM:465O.16 SUMP=4839.7263 / DESIGNSURFA MAX WATER SURFIN I ACE O� SLOPE STRM-MH- STORM GRAIN PIPE P-7Ala CONNECT 30'MP STORM PIPE RIM:4650.89 IE IN(S):4646.09 24" z304 LF TO 30'RCP FLARED END SECTION DESIGN MAX BOTTOM TER SURFACE ELEV=4840.10 48'OSTANDARD STRAIGHT IE IN(SW):4646.09 12" Og�• 30'HPSTORMPIPE WITH MARMAC COUPLER BAXWATERDEPTHV .50 FT DRPIN PIPE ST RAIN MANHOLE IE IN(S):4647.3418'. �z0.7000%ELOPE I MAX SIDES OPES=4:1(HO z OLF EG ELE 53.92 IE OUT(N):4645.99 24" B� 1 I I� M4%BIDE SLOPES-4 7(HORI2:VERT) IE OUT N:4647.24 24" ` 1 DESIGN RETENTION CAPACITY=z28.652 CF PIPE `RIM=485/.1 ( ) / / 10-YE4R,2-{LOUR REQUIRED 1,0000 72'HP ST.1 =4850.W17 .0 STORM DRAIN PIPE P-82 LF \ % / I�� RETENTION VOLUME=z29,182 CF 18'HPS INV IN 9.5461 pT'+tl 78' ORMINV WT... .1467 30'HP STORM PIPE \- 1 W 48'OCOMSINATION ST T M -01 =4647.4461 ®z0.7000%SLOPE p HOLE 81NL 8 ]49 RI :4 53. SURFACE RETENTION BASIN 1 (•; 12'HP STORM I =/ M OW11N PIPE _ `1' OVERFLOW SPILLWAY 2 SURFACE RETENTION BASIN zep LF�z0.5000%SLOPE WITH 15'SOR35 IN( 850.417] IE IN(SW)46 0.5 12' GeV INLETOVERFLOWSPILLWAY GROUTEDBOTTO BOTTOM 18'HPS INV OUT(NN))-461e OUT(NW)46 0.02 18" 12 HP %SL PE \�� Y CHANNELINLET ELEV=4840,10 CHANNEL BOTTOM WIDTH=BLOB '� CHANNEL SIDE SLOPES=1:1(HORG!:VERT) _ SIN 1 0 NEW WO STANDARD STRAIGHT SURFACEERFLO RETENTION V r_ BTOPM DPNN MANHOLE MM10 OVERFLOW SPILLWAY NIL EN ELEVMANH z642 E RA-19 CHANNEL OUTLET ELEV=z4840,70 SANIT RIM=39.629"43.14 8'SDR 60,193 /� 3P S STORM OUT(HAD=4639,5298 Of4M BOTTOM- 30'HP STORM INV OUT(NW)=4839.5298 ETA STORM DRAIN SUMP=4637.5298 2O�• M DRAIN PIPE p50 SEE SHEET R.I '(_ z51 WHIP E 0%SLO ! Gv GRAPHIC SCALE A 50 25 0 25 50 (INFEET) V 1 INCH H=50 FT 0� 011 1 I STREET B r. RECORD DRAWINGS PROJECT NUMBER REVISIONS ENGINEER'MEE P.E.NO.:10853 DATE:08/23/19 RECORD DRAWING NOTE DRAWN BY: CPK CATRON CROSSING 2605.025 THIS RECORD DRAWING HAS BEEN STORM DRAIN IMPROVEMENTS VERIFY SCALEI BY DATE PREPARED.IN PART,BY DSGN.BY: TEE SHEET NUMBER NO. DESCRIPTION Morrison Q 2880TechnologyBlvdWest INFORMATIONGINEERHAS PROVIDED MONTANA 7 THESE PRINTS MAY BE REDUCED. OTHER9.THEENGINEERHASNOT APPR.BY: MEE gOZEMAN LINE BELOW MEASURES ONE INCH ■. B02:Bmen,MT 59718 VENIFIEDTHEENESSCYANDIOR DRAWING NUMBER ON ORIGINAL DRAWING. COATIONI AULOFTNIS DATE: 06I2018 ` aos.ss7.o721 NFORMATIONINALLINSTANIBL STORM DRAIN ALONG WEST M a i e r l e FOR ANYSHA-LBNHOTRS RESPONSIBLE OMISSIONS O.C.REVIEW S D.1 www.m-m.net FOR ANY DR OMISSIONS PROPERTY BOUNDARY MODIFY SCALE ACCORDINGLYI THAT MAY BE INCORPoMTED A6 BY: A RESULT OFINFORMATION DATE: engineers surveyors planners SCIent1515 COPYRIGHT O MORRISON-MAIERLE,INC.,2019 PROVIDEDBY OTHERS. 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INFORMATION PROVIDED BY SHEET NUMBER LINE BELOW MEASURES ONE INCH 2880 finTechnology 1318 West OTHERS.THE ENGINEER HAS NOT Morrison Q ON ORIGINAL DRAWING. ■■ BOZeen,MT 5971 VERIFIEDTHE ACCURACYAND,OR APPR.BY: MEE BOZEMAN MONTANA 9 COMPLETENESS Of TAN DATE: 06/4018 DRAWING NUMBER M a i e r l e ® 406.587.0721 MO SH ATNR IN E L INSTANDES ACOS 1 HORS R OMISSIONS O.C.REVIEW STREET B(STA:3+00-8+00) MODIFY SCALE ACCORDINGLY! www.m-ttl.nef FORA NY ERRORS DR OMISSIONS 9 y P COPYRIGHTOMORRISONMNERLE,INC.,2018 THAT MAY BE INCORPORATED AS DABS: STREET (STA:2+50-9+24) engineers�surveyors tanners SCIeD[IStS ARESULTOF INFORMATION ' N:12605I025WCAD15HEETSNiECORD DRAWING51260502SW.1 REC.DYVG PLOTTED BV:CODV PARLEY ON Sep/23/2019 YOTlffRS. • \ D \ Know what's below. CAUTION OVERHEAD POWER Call before you dig. PROPERTY LINE(TYP.) GAS LINE 7) M O'� g_- + 1ibV--�2VV I 14VV�42 �1PN'�'14WF'�4W 12 T 1?END CAP /// STA 6+97.610.00 STA 1 2As0—2asD— -- — ��) 12 X 6 TEE STA+05.00 12 X12 TEE FUTURE SEWER MAIN 27 45°H STA 6+95.+95.BEND STA 1+00.00 STREET A STA 9+05.73 PROPOSED STORM STA 6+81.27 0.00 WATER RETENTION POND IFIRE HYD.ASS'Y PROPERTY LINE(TYP.) m / I I —_ 50 25 0 50 100 HORIZ.SCALE IN FEET 0 5 10 VERT.SCALE IN FEET WEST WATER MAIN EXTENSION 4655 INSTALL 598 LF 12"CLASS 51 4655 _ DUCTILE IRON WATER PIPE _ TYPE A TRENCH BACKFILL FINISH GRADE TYPE BEDDING STREET A CL 4650 4650 _ EXISTING GRADE 4645 4645 4840 - - 4640 0 4635 8 Wm !7Z 4635 4830 - 0 t a 4630 N e� H r 4625 ��pp ttpp 4625 Oy�i Oyri eD aD nn yr pN yN yQy VVy �aaD �D N p6 6yN y< aQ W ^ Oyyl Yy� 1� IYa� p pr O O O O O fp Ip fp f0 tD ro N N m t0 lD tD tp lD t0 N f0 tD C'! p N Np N M 4 4 Y Y Y 4 4 4 �.0 4 4 4 4 0 4 L7 tD O U. cD C9 U. tD W C7 W U. r, W LL W LL W LL W LL W LL W LL W U. W LL W LL W U. W LL W LL W LL W U. W LL 0+00 1.00 2+00 3+00 4+00 5+00 6+00 7+00 RECORD DRAWINGS VERIFY SCALEI REVISIONS ENGINEER:MEE P.E.NO.:10853 DATE:0823119 RECORD DRAWING NOTE DRAWN BY: CJF PROJECT NUMBER NO. DESCRIPTION BY DATE THIS RECORDDMWING HAS BEENCATRON CROSSING THESE PRINTS MAY BE REDUCED. PREPARED,W PART,BY DSGN.BY: CPK 805.025 LINE BELOW MEASURES ONE INCH . Q 2880 Technology Blvd West INFORMATION PROVIDED BY SHEET NUMBER ON ORIGINAL DRAWING. ■� Morrison Bozeman,MT 59718 VERFIE.T EACOUNEEn HASNOT APPR.BY: MEE VERWIED THE ACCUMCYANDI OR BOZEMAN MONTANA 10 COMPLEIENESSOFTHIS DATE: 062018 1 406.587.0721 INFORMATION INALL INSTANCeS DRAWING NUMBER M a i e r e ANDSHALLNOTBERESPONSIBLE WEST WATER MAIN EXTENSION MODIFY SCALE ACCORDINGLYI ® WWW.m-m.net FOR ANY ERRORS OR OMISSIONS O.C.REVIEW /L/°/1 HAT MAYBE INCOWORATEDAS BY: PLAN AND PROFILE V\Y/ L N:12605ID25WCADISHEETSWECORD DRAWINGSV605025-W.2 REC.DWG PLOTTED BY:CODY PARLEY ON Sep/2312015 engineers surveyors planners•scientists COPYRIGHTO MORRISON#wERLE,INC.,2D18 Ap�ROYIDEDP I Y OTHERS DATE: i E 3 60'ROW 36'R.O.W. } 12.5' 35'TBC TO TBC 12.5' 2 2 CURB AND GUTTER CURB AND GUTTER f F 6.6 6.5' 5 SIDEWALK BLVD 15.5 15.5 BLVD SIDEWALK 5, 12.00' 12.00' �-SIDEWALK `r. - 15.5' 2.00% 15.5'2,11% 3,M% 3.00% 2.00% 2.. 2' 2 CURB AND GUTTER 2.00% 2% 2% CURB AND GUTTER 4"THICK WASHED ROCK STANDARD CURB TYPICAL SEE COB STD DWG 0252&1 3'ASPHALT PAVEMENT R. 1"MINUS CRUSHED W ASPHALT PAVEMENT GRAVEL'IS STANDARD CURB 6"1 p'-MINUS CRUSHED GRAVEL BASECOURSE MIN.18'UNCRUSHED SU&BASE COURSE SEE COB STD DWG 025254 MIRAFI 600X SUBGRADE SEPARATION MIN.18"UNCRUSHED SUB-BASE COURSE ROAD SECTION-LOCAL ROAD FABRIC 0O ENGINEER APPROVED EQUAL ROAD SECTION-PRIVATE ROAD MIRAFI 60OX SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL SCALE:1/4"=1'-0" COMPACTED SUBGRADE SCALE:1/4"=1'-0" 11 x1 7 SCALE:1/8'=1'-O" 11x17 SCALE:1/8'=1'-0" COMPACTED SUBGRADE PROVIDE BONDING AGENT BETWEEN POURS 6'(MIN)DEPTH OF 1-112-MINUS CRUSHED BASE COURSE I 1�6`CONCRETE PAVEMENT 4" (MIN)CLASS 2%MAX CROSS SLOPE M-4000 CONCRETE 9"(MIN)DEPTH OF 3'MINUS __8'(MIN)DEPTH SCARIFIED,MOISTURE CONDITIONED,8 CRUSHED SUB-BASE COURSE RECOMPACTED SUBGRADE 3" (MIN)314'MINUS CRUSHED LEVELING COURSE MATERIAL MIRAFI BOOX SUBGRADE \\\ SEPARATION FABRIC OR NATIVEGROUND `COMPACTED SUBGRADE ENGINEER APPROVED EQUAL SIDEWALK NOTES: NOTES: WIDTH VARIES v SECTION AA 1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED REFERTOPLAN SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 1. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK INSTALLED PER VARIES EIGHT INCHES(8')BELOW EXISTING GRADE,MOISTURE SIDEWALK. DETAIL X ON THIS SHEET TOP-BACK OF CURB 6' ��/ '0R� �EL FACE OF CURB CURBB SAWCUTJOINTWITH STANDARD CONCRETE CONDITIONED, MDENSITYASDETERMI EDBYASTMD698.M)OF 2. INSTALL FULLDION PTHJOINT FCOMATERIAL AT EVERY FIFTH JOINT GUTTER DEPTH AND MU WIDTH FOR THE FULL DEPTH OF CONCRETE. e DOWEL CURB FLOWLINE FOR BORDER 2. AGGREGATE SUB-BASE COURSE SHALL CONFORM TO MAXIMUM(TYP) SECTION 02234 OF THE MPWSS AND INCORPORATE A TOOLED JOINT WITH 3. FINISH CONCRETE WITH LIGHT BROOM FINISH. 6-(MIN)THICK CONCRETE OVER (TYP) EDGE OF 12"DEPTH AND I/4' A I MAXIMUMPARTICLE SIZE OF THREE INCHES IT). 3•(MIN)THICKNESS OF \ ASPHALT MAXIMUM RADIUS(TYP) 3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 1-1/2'MINUS WASHED ROCK * 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM TRUNCATED DOME PARTICLE SIZE OF ONE AND ONE-HALF INCHES(1-12'). PANEL FULL I ,•-0• 5 CONCRETE SIDEWALK DETAIL NO UP 6' DOWEL D CURB WITH 2 #4 x 18" I ! , I ' ! I �- 4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A WIDTH OF RAMP O- MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS SCALE:12'=1'-0" *COLOR AS EPDXY COATED REBAR EVENLY SPACED I I I DETERMINED BY ASTM D 698, 11xl7 SCALE:1l4"=V-0" ON 3'CENTERS,CENTERED IN SLAB(TYP) - I- °-=�- APPROVED BY I I ;�_ � �� 5. CONCRETE SHALL BE M40W REINFORCED WITH 1.51BS OWNER 6' I --- 'I-' - _ I 6,-W FIBERMESH PER CUBIC YARD. DOWEL TO CURB WITH(3)-#4 x 18' I 6. FINISH CONCRETE WITH LIGHT BROOM FINISH. NOTES: ON 15"CENTERS,CENTERED IN SLAB(TYP) CROSSWALK EPDXY COATED REBAR EVENLY SPACED I 7. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF I _t I 1. CONCRETE SHALL BE CLASS M4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD.RAMP MAY ALSO BE REINFORCED WITH yy RxRx10 GAUGE WIRE MESH. I1 I 1 1 1 1 I i I I I I I 1'-0' FINISH GRADE ASPHALT 2. DOWEL RAMP CURB THREE INCHES(3')INTO BACK OF CURB WITH#5 x 24'REBAR,MAINTAINING THREE INCHES(3')CLEAR DEPTH PER PLAN 3. DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE'AMERICANS WITH DISABILITIES ACT GUIDELINES'.ONE CORNER OF THE TLENGTH PER PLAN FILL CONSTRUCTION DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES(81 OF THE GUTTER FLOWLINE.NO OTHER POINT ON THE LEADING EDGE OF THE JOINT WITH SEALANT MIN 30" DETECTABLE WARNING MAY BE MORE THAN FIVE FEET(51 FROM THE FLOWUNE. A MATERIAL MAX 40" COMPACTED ROAD 4. RAMP AND CURB MAY BE POURED MONOUTHICALLY. DOWEL DIFFERING CONCRETE WITH CROSSWALK CONCRETE CURB 8 L SOILS PER PLAN. 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT(2%),MAXIMUM. #10 x 12'EPDXY COATED REBAR COLOR AND STAMP PATTERN GUTTER 1 O EVENLY SPACED ON 18"CENTERS, AS APPROVED BY OWNER CENTERED IN SLAB(TYP) AND/OR ARCHITECT q 0 PLAN VIEW MIN 12" �PEDESTRIAN RAMP DETAIL-RETURN CURB STYLE (-4-')DECORATIVE CONCRETE CROSSWALK DETAIL &12"A-2000 UTILITY CONDUITS SCALE:114"=1'-0" SCALE:1/4'=V-0" NOTESw 11X17 SCALE:1/8"=V-0" 11X17 SCALE:1/8"=T-0" 1.EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK. 2.MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. 3.INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS. 4.BED ALL PIPE IN ACCORDANCE WITH MPWSS STD.DWG.NO 02221-1,TYPICAL UTILITY TRENCH DETAILS. i RECORD DRAWINGS (-6--�UTILITY CONDUITS Know what's below. Call before you dig. VERIFY SCALEI REVISIONS ENGINEER:MEE P.E.NO.:10853 DATE:08/23/19 RECORD DRAWING NOTE DRAWN BY: CPK PROJECTNUMBER NO. DESCRIPTION BY DATE -BRECOMEIRNNING-BEEN CATRON CROSSING 2605.025 THESE PRINTS MAY BE REDUCED. PREPARED.Iry PART..BY DSGN.BY: TEE LINE BELOW MEASURES ONE INCH ■ 0 2880 Technology Blvd West INFORMATION PROVIDED BY ON ORIGINAL DRAWING. Morrison �Y SHEET NUMBER OTHERS.TIE ENGIWYANSNOT MONTANA 11 Bozeman,MT 59718 VERIFffDTHEACCURACYgNDiOR APPR.BY: MEE gOZEMAN COMPLETENESSOFT S oil ` 4116-517.0721 INFOF-nONINALLINWAHCES DRAWING NUMBER DATE: 06Y1018 M a i e r e AND-HALL RE09O.ISSIOLE MODIFY SCALE ACCORDINGLYI www.m-m.net FOR AHY FARTB RESPONSIBLE O.C.REVIEW THAT MAY BE INCOnPoMTEOIS ROADWAY DETAILS D" engineers-surveyors planners-scientists A RESULT OF INFORMATION BY. N:126051025WCAD15HEETSN2ECORD DRAWINGS1260502SD.1 REC.DWG PLOTTED BY:CODY PARLEY ON SeP/232019 9 Y P COPYRIGHT®MORRISON-MAIERLE,INC.,2o18 DATE: PNOVIDEO BY OTHERS. 9 i FRAME AND COVER TO BE EITHER D&L A-1172 RING A-1178 COVER, FRAME AND COVER TO BE EITHER D&L A-1172 RING&A-1178 COVER, • EJIW 3771 13772 SERIES,OR APPROVED EQUAL MANHOLE RING AND COVER EJIW 3771 13772 SERIES,OR APPROVED EQUAL.(COVERS SHALL (COVERS SHALL BE STAMPED WITH THE WORDS'SANITARY SEWER' SHALL BE ADJUSTED TO GRADE BE STAMPED WITH THE WORDS"SANITARY SEWER'OR'STORM ADJUSTING RINGS AND HAVE TWO ONE-INCH(I-)PICK HOLES) OF PAVEMENT SURFACE N SEWER'AS APPROPRIATE AND HAVE TWO 1'PICK HOLES) , e 2" (MIN) TO 12" (MAX) OTE: FURNISH ONE-HALF INCH BY ONE-HALF INCH 112"x 12'NON-CORROSIVE ADJUSTABLE RINGS ( ) 4'MIN TO IT MAX FLAT SLAB COVER 7" STEEL ROD STEPS,TWELVE-INCHES IN WIDTH,ENCASED WITH 24"OR 27' Know What's below. POLYPROPYLENE.ENSURE STEPS WITHSTAND 400 POUND VERTICAL LOADS AND 1,000 POUND PULL-OUT RESISTANCE.STEPS SHALL LINE UP ABOVE THE MANHOLE OPENING Call before you dig. OUTLET. NOTES: NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS,MANHOLE RING&TOP SECTION,AND AROUND SEWER PIPE INTO RING&TOP SECTION,AND AROUND PIPE INTO MANHOLE SHALL BE MANHOLE SHALL BE WATERTIGHT.JOINTING MATERIAL SHALL WATERTIGHT.JOINTING MATERIAL SHALL BE"RAWNEK'OR APPROVED 3'MINIMUM DEPTH OF 1-1/2"MINUS 5 SE'RAM-NEK"OR APPROVED EQUAL FOR ALL JOINTS EXCEPT EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. CRUSHED BASE COURSE 5° 2'-0" BETWEEN SEWER PIPE AND MANHOLE WALL. 2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. 3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING,ADJUSTING 9' MINIMUM DEPTH OF 4'-0" MANHOLE STEPS AT RINGS,AND BARREL.REMOVE EXCESS GROUT. _ 6'MINUS PITRUN PRECAST REINFORCED CONCRETE MANHOLE RISER AND ECCENTRIC CONE 16'ON CENTER 4. GROUT ALL LIFTING HOLES IN BARREL. -------------------------------- r(MIN)DEPTH SCARIFIED, TOP MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478 MOISTURE CONDITIONED,& MANHOLE STEPS ON 5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. W CENTERS RECOMPACTED SUBGRADE GROUT INVERT TO SPRINGLINE OF PIPE IF GAP BETWEEN PIPE NATIVE GROUND AND CHANNEL IS GREATER THAN ONE-EIGHTH INCH(118') RADIUS OF NOTE:STORM DRAIN AS REQUIRED USING MANHOLE MANHOLES SHALL NOT HAVE PRE-CAST VARIABLE LENGTH SECTIONS SLOPE SHELF FORMED CHANNELS AND NOTES: AT 1"PER FOOT CHANNEL AS REQUIRED THE LOWEST PIPE INVERT 1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO MINIMUM DEPTH OF FLOWLINE SHALL BE NINE INCHES(9') EIGHT INCHES(8')BELOW EXISTING GRADE,MOISTURE CONDITIONED,AND RECOMPACTED TO 95%(MINIMUM)OF HIGHER THAN THE BOTTOM MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. OF THE MANHOLE. 2. AGGREGATE SUB43ASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM CUTOUTS AS PARTICLE SIZE OF THREE INCHES(3'). REQUIRED 3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE VARIABLE q'_p^ SIZE OF ONE AND ONE-HALF INCHES(1-12'). 12" MAX i (MIN) SECTION A-A 4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS (TYPICAL FOR ?. POSITIVE SEAL PBX GASKETS FOR SANITARY SEWER PIPE CONNECTION REQUIRED. DETERMINED BY ASTM D 698. POUREDIN- STORM DRAINS SHALL BE CONNECTED USING A RUBBER GROUTING RING. PLACE BASES) SLOPE SHELF AT ONE INCH(1')PER FOOT SHELF:SLOPE AT 1'PER �� TOWARD CHANNEL. NOTE:STORM DRAIN MANHOLES SHALL NOT FOOT TOWARDS CHANNEL / I \ 12' WIDE ALL-WEATHER GRAVEL ACCESS ROAD HAVE FORMED CHANNELS AND THE LOWEST PIPE A SEE CHANNEL DETAIL INVERT SHALL BE NINE INCHES(9')HIGHER THAN SCALE:NITS THE BOTTOM OF THE MANHOLE. CHANNEL=12 DIAMETER OF PIPE PRECAST OR POURED-IN-PLACE BASE. CHANNEL= DIAMETER OF PIPE RADIUS POURED-IN-PLACE BASE,MINIMUM CONCRETE MANHOLE THICKNESS BELOW PIPE IS EIGHT INCHES(8'). •'T-`�. SLOPE SHELF PRECAST BASE,MINIMUM THICKNESS TO BE NOTES: A AT 1'PER FOOTT A SIX INCHES(6').POURED-IN-PLACE BASE TO 1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6.5'COVER TO FINISHED PRE-CASTOR #4 BARS 1'-0'ON CENTER EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. GRADE OR CULVERT. POURED-IN-PLACEPRE-ASTOR 5'-4" DIAMETER 2.INSTALL INSULATION OVER ALL SEWER LINES WITH LESS THAN 5.0'COVER TO FINISHED GRADE CULVERT. NOTE: (MIN) 2.INSTALL LL INSULATION IN TW02"-THICK LAYERS.ROTATE ORIENTATION OR STAGGER 02720-4 • FOR POURED-IN-PLACE BASE,THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES(8'). STANDARD STRAIGHT MANHOLE DETAIL JOINTS TO PROVIDE Z MIN.OVERLAP BETWEEN JOINTS.NOT TO SCALE 3.INSULATION BOARD SHALL BE T THICK EXTRUDED POLYSTYRENE INSULATION BOARD • FOR PRE-CAST BASE,THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES(6"). SECTION A-A PER AASHTO M230-70. • ALL BASES REINFORCED AS SHOWN. GROUND SURFACE ECCENTRIC MANHOLE DETAIL 02720-3 MATCH TOP OF EJIW 7030 SERIES NOT TO SCALE CURB ELEVATION CURB INLET FRAME, BACKFILL GRATE,&CURB HOOD CULVERT CROSSINGS: 24'OPENING FLAT SLAB COVER 18" MINIMUM U) SEPARATION BETWEEN CULVERT 2"OR2-12'SQUARE PERFORATED NOTES: Of & WATER/SEWER GRADE 50 STEEL POST Q LINES 7116'DIA HOLES SPACED 1. ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS,MANHOLE > ONE INCH(1')ON-CENTER RING &TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BE SHIMS ARE NOT TO BE USED AS REQUIRED WATERTIGHT.JOINTING MATERIAL SHALL BE"RAM•NEK'OR APPROVED 2'Trlcx SAN cusHloN = ALT."B" INSTALLATION EQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL. CULVERT FASTEN POST TO ANCHOR WITH 5116'STEEL d (TOP & BOTH SIDES): 2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE. 4' (STAINLESS OR ZINC(SEE ENOTE2CORNERLOWLT, 2' 4" THICK INSULATION FLAT WASHER,&NUT(SEE NOTE 2 BELOW) 3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING,ADJUSTING BOARD - 8' MANHOLE STEPS AT RINGS,AND BARREL.REMOVE EXCESS GROUT. GROUND a MIN. LENGTH ALONG LEVEL 2'(MAX) i6'ON CENTER 4. GROUTALLLIFTING HOLES EBARREL. WATER/SEWER LINES ( 5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL. 4, NOTES: INSERT SIGN POST 1. STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHED WITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT, 6" MIN. - 12" MAX. 18"INTO ANCHOR 2. WHEN FASTENING POST TO ANCHOR,INSERT CORNER BOLT HEAD FROM OPPOSITE 2-VT OR T SQUARE, SIDE OF EXPECTED IMPACT.INSERT DRIVE RIVET INTO OPPOSITE SIDE FOR AS REQUIRED USING ALT "A" INSTALLATION (TOP ONLY)- NON-PERFORATED ADDITIONAL STABILITY. VARIABLE LENGTH SECTIONS 4" THICK x 8' WIDE INSULATION 11 + u STEEL HEAVY DUTY 3. ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED AS BOARD - 8' MIN, LENGTH z z ALONG WATER SEWER LINE GRANULAR f5 BREAKAWAY ANCHOR AN OPTION AS APPROVED BY THE ENGINEER. CUTOUTS AS / BEDOINc� WATER/SEWER 7-6' REQUIRED 8" LINE CONCRETE FOUNDATION TRENCH BOTTOM (CLASS M•3000 MINIMUM SUPPORT AND CORRESPONDING ANCHOR 81'DIA x 2'-6'MINIMUM) SUPPORT ANCHOR NATIVE GROUND TUBE WEIGHT WAIL TUBE WEIGHT WALL SIZE THICKNESS SIZE THICKNESS PRECAST OR POURED-IN-PLACE BASE. INSULATION TABLE FOR WATER/SEW ER LINE(SIZES 2"TO 12") 2'X2' 2A2LB/FT 0.105, 2-11TX2-12" 18.4 LB/EA 0,188' (12 GAUGE) (7 GAUGE) THICKNESS C PI MINIMUM CONCRETE LKNESS BELOW PIPE IS EIGHT INCHES III').). 1'{I• 0.106, 0.188' PRECAST BASE,MINIMUM THICKNESS TO BE VERTICAL SEPARATION 2-12'X 2-12' 3.14 LB 1 FT 3'X 3' 23.0 LB 1 EA VARIES•REFER TO PLAN BETWEEN WATER//CULV AND WIDTH OF INSULATION (12 GAUGE) (7 GAUGE) SIX INCHES(6').POURED- PLACE BASE TO FINISHED GRADE/CULVERT TO BE INSTALLED EXTEND BEYOND OUTER EDGE OF MANHOLE WALL. 2.645 8.0' 4.5'-6.4' 4.0' RECORD �SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL L-L COMBINATION MANHOLE&INLET DETAIL DRAWINGS _4 �WATER MAIN INSULATION SCALE:1"=T-0" NOT TO SCALE 11x17 SCALE:1/2"=T-0" NOT TO SCALE VERIFY SCALE) REVISIONS ENGINEER:MEE P.E.NO.:10853 DATE:08/23/19 RECORD DRAWING NOTE DRAWN BY: CPK PROJECT NUMBER NO. DESCRIPTION BY DATE THISRECORODRAWINGW OBEN CATRON CROSSING 2605.025 PREPARED.IN PART.BY DSGN.BY: TEE WI 2880 Technology Blvd West DEO BY SHEET NUMBER THESE PRINTS MAY BE REDUCED. INFORMATION PR LINE BELOW MEASURES ONE INCH OTHERS.THE ENGINEERHAS NOT ON ORIGINAL DRAWING. Morrison Q Bozeman,MT 59718 VERIFIED THE ACCURACY AND I OR APPR.BY: MEE BOZMAN MT 12 COMPLETENESS OF TIpS DATE: 062018 DRAWING NUMBER M a i e rl e ® 408.587.0721 NDSHAL NOTBELLINSTANCES FOR SHALL NOiS RESPONSIBLE NS SANITARY SEWER AND MODIFY SCALE ACCORDINGLY) www.m m.net THAT MAY BE INCORPORATED OMISSIONS A' Q.C.REVIEW D"2 THAT MAY BE INCORPORATED AS BY: STORM DRAIN DETAILS L N:USDSW25V1CADISHEETSVIECORD DRAWINGS12505025-D.2 REC.DWG PLOTTED BY:CODY FARLEY ON SeI,1232019 engineers surveyors-planners scientists COPYRIGHT MORRISON-MAIERLE,INC.,2018 A RESULT OFPROVIDED IBY NFORMATION DATE: PROVIDED INFORMATION LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO.OR SERIES MOUNTING/ VOLTAGE FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION.MOUNT FIXTURE ON 30FT ROUND RFM-108W-48LED35-G2-R3M-UNV- POLE/ E1 106W LED TAPERED STEEL POLE WITH BFT ARM.MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS. PHILIPS DMG-RCD7 240 POLE/ PULL BOX COMPOSITE EX LED EXISTING LUMINAIRE ESTIMATED CALCULATION AT 35FT WITH IOFT ARM AND 17700 LUMENS. NA COBRAHEAD 240 MINIMUM INSIDE DIMENSIONS (ESTIMATED) TYPE W=12 INCHES BREAKAWAY BOLT L 181NCHES POLEE MOUNT ,NT XFMR COUPLING(ONE 1I, OF FOUR) = OU �� BY UTILTY D=12 INCHES (1)2"C.O. PER UTILITY REQUIREMENTS 200A METER PEDESTAL WITH BREAKAWAY BOLT ® 100A MAIN BREAKER(TYP). COUPLING I SEE METER DETAIL ON THIS SHEET HOLD DOWN BOLTS RECORD ° CITY LIGHTING ONE-LINE DIAGRAM DRAWINGS BOLT COVER N.T.S. BOLT COUPLING (BREAKAWAY TYPE) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE SINGLE MEMBER TYPE BOLT COVER FROM THE POLE MANUFACTURER TO MASTARM ENSURE THE CLEANEST LOOK POSSIBLE. D BEAKAWAY BOLT COUPLING (TYP) PHOTOCELL MOUNTED ON N.T.S. RGS CONDUIT AT 8FT AFG ~W� LL� MASTARM HANDHOLE-4"XB"(NOMINAL) CONCRETE SIDEWALK OR PAVERS 6 FT PROVIDE FUSE(S)IN CKT.TO BALLAST.FUSE(S)SHALL BE BUSS TYP.BBS.FUSE HOLDERS THWN CONDUCTOR AS SHOWN ON PLANS SHALL BE BUSS'TRON"HEB PROVIDE V OF COILED SLACK ON ELECTRICAL BOND,NO.B AWG COPPER OR EQUAL METER BASE PEDESTAL WITH WATERPROOF.SIZE OF FUSE CONDUCTOR FEED THRU 120/24OV,101DDA DISCONNECT SHALL BE AS REQUIRED R. 3" PER UTILITY REQUIREMENTS. LUMINAIRE MANUFACTURER. PROJECT ANCHOR BOLTS 3"MIN. MILBANK,CP2B511 I SASP WITH ABOVE TOP OF BASE.PROVIDE BASE:CP-16PDMNT-CALT DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE).GROUT VOID BETWEEN CONNECT GROUND TO POLE BASE FLANGE AND TOP OF BASE W/BOUNDRT#G84C CONCRETE,LEAVING DRAIN HOLE. 0 HAND FINISH. FINISH SECURE CONDUIT TO SIDE OF BUSH CONDUITS GRADE METER PEDESTAL BASE COVER 1"CHAMFER 24„ O CONDUIT IN PLACE REINFORCED CONC. O AS REQUIRED. NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE 30' BASE BY E.C. TB HOR PROVIDE STUB 4fi"ABOVE BOTTOM OF PULL BOX PURPOSE LIGHTING CONTACTORS CONTROLLED VIA POST TS FROMANDCAP CONDUIT FOR FUTURE LUMINAIRES TOP PHOTOCELL AND TIMECLO H (INTEGRAL TO METERO PEDESTAL UNIT)CONTACTOR SHALL 8E SIZED TO E MANF. O ACCOMMODATE ALL CIRCUITS ON LOAD CENTER 7' 1"CLEAN STONESEE SITE PLAN O O Q DRAINAGE LB INTO SIDE OF PEDESTAL FOR CONDUIT SIZE LONG REINF. INTEGRAL LOAD CENTER WITH(8)20A2P SEE BREAKERS AND 120A BREAKERS SCHEDULE NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FINISHED GRADE 24 I� HORIZ.TIES FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS.FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH CONCRETE BASE SEESCHEDULE REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT REINFORCED ANSI/SCTE 77 FOR TIER 22 APPLICATIONS.FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND NOTE: HAND HOLE 8 COVER CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL CONTRACTOR SHALL PROVIDE 2-2"SPARE C.O. VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSUSCTE 77.FURNISH PULL STUBBED TO OUTSIDE CONCRETE PAD.ALL LIGHT FIXTURE BASE SCHEDULE*"•"• BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND METERING EQUIPMENT SHALL BE INSTALLED PER POLE SIZE LONG HORIZONTAL DEPTH""" HEIGHT AFG OUTSIDE OF THE BOX.FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP CITY OF BOZEMAN DESIGN STANDARDS HEIGHT STL STL'• SURFACE OF THE COVER.FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 GND PER NEC 2'-0"MIN. POUNDS. 2'-0" rSIDEWALK 14'-30' 24"0 (6)#8^•• #3 AT 12"O.C. 7'-0" 6" FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. 2"C.0 TO TRANSFORMER 2"C TO LIGHTING PULLBOX /f 8„ PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. FINISHED GRADE •• PROVIDE SPACING OF S2 AT TOP 1'-0"OF PEIR. ••• DEPTH BELOW FINISHED GRADE. •••• SPACE LONG.STEEL EVENLY AROUND PERIMETER, ••••• PROVIDE REINF.CLEARANCE PER ANCI 318. PULL BOX DETAIL METER EQUIPMENT DETAIL TYPE E1 LUMINAIRE (TYP) POLE BASE DETAIL (TYP) N.T.S. N.T.S. N.T.S. N.T.S. VERIFY SCALE REVISIONS ENGINEER:ARG P.E.NO.:30805 DATE:0823/19 RECORD DRAWING NOTE DRAWN BY: ARG PROJECT NUMBER NO. DESCRIPTION BY DATE THIS RECORD DRAWING HAS BEEN CATRON CROSSING 2605.025 PREPARED,IN PART,BY DSGN.BY: ARG THESE PRINTS MAY BE REDUCED. . 2880 TaChn0logy BNd West IN'WTIONPROVIDED BY SHEET NUMBER LINE BELOW MEASURES ONE INCH Q OTHERS.THE ENGINEER HAS NOT ON ORIGINAL DRAWING. ■� Morrison Bozeman,MT 59718 VERIFIED THEACCUFWCY ANOI" APPR.BY: BOZEMAN MONTANA 14 COMPLETEN—INTAN DATE: 062018 DRAWING NUMBER M a i e r l e ® HIS 406.587.0721 NDSHXLIONINALLINSTANCES AND ANY ERRORS R WISE I NS Q.C.REVIEW LE MODIFY SCALE ACCOROINGLYI www.m-m.net FORA NAYBEINOROMISSIOA" PHOTOMETRIC PLAN DETAILS E THAT MAY BE INCORPOMTEO AS By: G NA260M02SWCADISHEETSVIECORD DRAWINGMPH-1 REC.DWG PLOTTED BY:CODY FARLEY ON Sep/23/2019 engineers•surveyors•planners-scientists COPYRIGHT 0 MORRISOWMAIERLE,INC.,21t9 AM VLTODFB FOHER$.N DATE: